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HomeMy WebLinkAboutzR-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 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 RENT Ll TTO I Tno11�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 � o Cy) o OLU z r ALIGNMENT CORNER 6 > STA A7+34 7; N :178640.79 � ^ D E:1298975.55 Ox w LU C ALIGNMENT CORNER DO� z N m STA A9+68 ALIGNMENT CORNER N :178598.24 STA LO+74 Ln I E:1299205.04 N:178862.29 E:1301757.63 c_ N I0O I �P ,N Ln o M � o� I � 1 SS-11 W-1 o SS-22, W. �� N o 1 Ao+oo o I to - - o S 2ND ST SS-SSSD-3, W- SS-4 SD-4 _ o �' SD 24 - - o 0 101 ^T , z- DUCT \ o-FO UCT FO DUC + S 2ND ST A23+40-SS-24 SPU RIGHT-OF-WAY 01 SPU PROPERTY o - - - o cV 10 Ko+oo _ K4+ 'O E7+00-E8+0o `� V�y S 2ND ST 00 E9+o0 Fro + 115 ALIGNMENT CORNER o / �� 1 '� �240 1 STA E5+94 F l *' 0 I N:178548.47 '"� '`Sj (%� *••� N SD-24 E:1298661.12 Ln 1 , I o L SS-14 "'I ';� ON � I - =22°23'10° + / ALIGNMENT CORNER > Q Lei 1 I W V) 241 w R=581.46' o BP: o+oo.00 ���i STA E8+30 Y � �j (n w a > > � L=320.00' 00 00 > W w - - - - a N N :178542.01 ___F_a a U) J 1 N PC: 0+68.42 E :1298897. 55 a Q U) > w_j o ALIGNMENT CORNER F- �-I a V� ALIGNMENT CORNER L Sp O z a cn � Q o L STA E2+58 STA E9+95 � (%� N V J J - - - - - o 1 id: 1+s2.01 N:178234.56 N:178512.29 Ln N N 1 pROpF� M J w aLn E:1298540.40 E:1299059.94 N 1 °+' (%� ^ ' r N ri a � + - (n Q C p �' OQ F--1 •-' N + _q F1 + J �Ok a N • . N �o i S 60 1 N SW S NSET gLVD P�.. 3k o00 o M a w 242 243 N CO+pO o c o_j C26+15 114 w LS 3RD ST 244 0 0 0C SS-6 SS-7, SD-7 SS-$� SS-9, o SS-10 2 8 m SD-8 SD_ 0 _ oo SS-11 1 12 11 J� SHEET INDEX: o R= 55 00' rl I 9 `+° SD 10 N _ A STATIONING: SHEETS 1-5 o L=2 14.85' �2 a O L 5 B STATIONING: RAINIER AVE (NO SHEETS) C STATIONING: SHEETS 6-11 cy) 3: Md,1 1 g --- E STATIONING: SHEETS 12-14 N ) 116�, F STATIONING: SHEETS 15-18 I w _ > LU Q G STATIONING: SHEETS 19-20 Ln a w H STATIONING: SHEET 21 k 117 J STATIONING: SHEETS 22-23 K STATIONING: SHEET 24 CONTROL POINT LIST �120 S 4TH ST L STATIONING: SHEETS 25-26 PT # DESCRIPTION NORTHING EASTING ELEVATION w r^i S 4T w 11 g HST Q100 SPIKE 178590.73 1300820.39 40.35' 0 1 Q 101 SPIKE 178608.16 1300500.23 38.67' (n > NOTES 112 SPIKE 177986.91 1300490.15 38.58' a a Y 113 SPIKE 177979.69 1300811.94 40.91' U 1. FIELD SURVEY: KPG, NOVEMBER, 2017 - U 114 NAIL 178017.51 1301108.94 42.84' ALIGNMENT LOCATION TABLE D CEM ERA 2018; EBRUARY 2019,8MAY � a 2019, JANUARY 2020, APRIL 2020 U) 115 NAIL 178529.16 1301122.47 42.05' _ Q T START STA NORTHING EASTING END STA NORTHING EASTING 2. ALL SURVEY MONUMENTS SHALL BE 116 SPIKE 177736.38 1301149.82 42.08' PROTECTED OR REMOVED AND REPLACED Ln 117 NAIL W/TAG 177605.13 1300858.18 39.33' AO+00 N178662.72 E1298241.40 A23+40 N178572.52 E1300576.45 PER CITY STANDARD DETAIL H031 AS N Go 118 SPIKE 177767.37 1299187.39 30.99' o BO+00 N178363.78 E1298223.43 B3+20 N178048.70 E1298255.65 REQUIRED FOR CONSTRUCTION. i 119 SPIKE 177457.42 1299189.04 30.12' 1 + CO+00 N178066.25 E1297920.59 C26+15 N178013.44 E1300534.22 120 MIC 177488.75 1299187.16 0.00' 4'�1A p�' (/� � HORIZONTAL DATUM 238 NAIL 177950.77 1301494.05 45.64' S PLAN EO+00 N178117.71 E1298310.08' E11+51 N178461.48 E1299206.67 wASHINGTON STATE PLANE COORDINATE Q SYSTEM, NORTH ZONE, NAD 83/91 PER CITY 239 NAIL 178082.80 1301759.43 47.11' SCALE: NTS F1+00 N178598.19 E1299208.27 F16+80 N177018.62 E1299171.69 U OF RENTON CONTROL STATIONS 205, 884, N 240 NAIL 178521.58 1301556.23 44.45' LEGEND: GO+00 N178593.70 E1299524.29 G6+00 N177993.87 E1299510.33 1140, AND 1896. a� fu 241 NAIL 178372.33 1301469.55 44.76' Ho+00 N178589.14 E1299840.23 H6+60 N177929.01 E1299824.99 a - - ALIGNMENT VERTICAL DATUM a 242 NAIL 178111.06 1301415.46 44.86' K0+00 N178548.86 E1301424.86 K4+00 N178538.43 E1301824.72 0 243 NAIL 178096.26 1301458.13 44.70' NAVD 88, PER CITY OF RENTON CONTROL SHEET FRAME LO+00 N178913.58 E1301704.71 L9+00 N178036.28 E1301735.70 STATIONS 2133 AND 2128. 0 244 NAIL 177963.18 1301406.08 45.31' NO+00 N179039.76 E1298489.26 N4+00 N178639.82 E1298477.62 R-394906 Ln N 00 NOTICE Jim RECORD SHEET • RENTON DOWNTOWN 0 Y2 1 DESIGNED DRAWINGS SURVEY DATA CONTROL PLAN AND BAW • UTILITY G - 6 Iwo IMPROVEMENTS DRAWN NOTES a IF THIS BAR DOES SEE NOTE ON murraysmi �I NOT MEASURE 1" TTT L QQ 10/26/2022 JJM RECORD DRAWING T NOT TO SCALE EHEN DRAWING IS CHECKED COVER SHEET PROJECT • 2 NO. DATE BY REVISION PROJECT NO.: 18-2251 SCALE: AS SHOWN DATE: January 2021 6 Of 121 m co W U a� U) N w Y Q m 0 a a rn v7 M M N 0 N N c� 0) 70 w F_ a 0 a J U V) U) N N a� a� V) Q i N a� ru a a 0 c 0 a� N N i 00 U N O L a �I w i no / I w � Q I m w 1 m -- z / - 27 79 -- -- � KB- I OO 23 6 7 Mw g 1 2 42 - - —� 00 -o2 o20 0 g 2 21 D`24 — 3 4A —Mw I 78- —4I — — 44 — 8 =F0 D T- — — -FO DUCT- -FO DUCT 2 Q S 2ND ST - SPU RIGHT-OF-WAY 49 8 - I 2 63 PROPERTY M - 25 50 _ 43_ KB-2 - �29- — / � � �5 I 5 8 1 4 2 13 14 �� �� 19 KB 3 28 -- __ � 52 �� o -- I I - c��53�� 59 - - w 12 a 60 -� \ i 15 Y �75 w (D— U � •lk21 - - De54 `` I5 MW 2I I / �a • MW- I I mi I Sp 35 � vp I // I F5 KB- 5 — - \OpFR 6 I� 20 T1- 0� 5 6 36 74 32' LID L — _ 83 38 g 1 g SIN SUNSET B KB- 19 30 S 3RD ST - - O 7 MW 1 3 4— 33 � 4 KB OI 3 O 10 ®-- - — 3 — KB I6- — • - — 8 9 KB I2 KB� I I OKB I0 82 T � 3 � — — 4 5 --- g0 T 6 s R 5 84 - 16 —7 6_ I 16 3 _ _ I _ I _- 7 2 \ 9 —— -- — 4 85 G � \ ✓ OOKB- -17 Q�-- C � 1 I � @64 1 M w- 5 ���`' � � 1 � 22 �� � 25 5 KB-6 0 � _66 o65 KB 4 S 2ND ST KB-5 —69 —�- 71 70 ur) w I - Ul) I — - Ul) I � I QI > I II I��-�'_ -- -- Q w 26 z a l I Q w I cn I I J - � Q --� > -- -� Q Q 72 � — KB 7 - —I 7 3 34 11oMw 6 � 0KB 9 �40 0 — S 3RD ST �KB 8 6 801 KB 2 0 — 47 8 1 2— Ln J — BLOCK NUMBER DESIGNATION �i � �5 4-�N P 0 y PRE -CONSTRUCTION POTHOLE 0 MONITORING WELL � GEOTECHNICAL INVESTIGATION BORING /1\ 110/26/20221 JJM I RECORD DRAWING NO. DATE BY REVISION S 4TH ST w >Q9 M -8- - U / 15 - - a 2 Ul — — L — d 3 OO KB- 18 PLAN SCALE : NTS S 4TH ST MONITORING WELL DECOMMISSIONING TABLE PROJECT WELL NO. DOE WELL NO. MW-1 BKH-303 KB-1 BJH-958 MW-2 BKH-302 MW-3 BKH-304 MW-4 BKH-301 MW-5 BKH-305 MW-6 BKH-306 MW-8 BKH-307 KB-10 BJH-960 KB-11 BJH-961 KB-14 BJH-959 KB-18 BJH-957 / NOTES 1. BLOCK NUMBER DESIGNATIONS ARE PROVIDED FOR THE CONTRACTOR'S CONVENIENCE IN PLANNING AND SCHEDULING CONSTRUCTION ACTIVITIES SUCH AS TRAFFIC CONTROL, DEWATERING, SHORING, ETC. 2. SEE SHEET G-8 FOR POTHOLE TABLE 3. EXISTING MONITORING WELLS SHOWN IN THE TABLE ON THIS SHEET SHALL BE DECOMMISSIONED IN ACCORDANCE WITH DOE PROCEDURES AND ASPHALT PATCHED WITH 3-FT SQUARE T-PATCH, FOLLOWED BY A FULL LANE WIDTH GRIND AND OVERLAY MINIMUM OF 6.5-FT LONG, SEE CITY STD DETAIL 110. 4. GEOTECHNICAL INVESTIGATION BORINGS HAVE BEEN PREVIOUSLY DECOMMISSIONED, CONTRACTOR SHALL PATCH WITH 3-FT SQUARE ASPHALT T-PATCH, FOLLOWED BY A FULL LANE WIDTH GRIND AND OVERLAY MINIMUM OF 6.5-FT LONG, SEE CITY STD DETAIL 110. R-394907 NOTICE JJM RECORD RENTON DOWNTOWN SHEET • 0 /z 1 DESIGNED DRAWINGS PRECONSTRUCTION POTHOLE AND BAW • UTILITY G EOTECH N ICAL PLAN AND G _ 7 IF THIS BAR DOES DRAWN SEE NOTE ON IMPROVEMENTS BLOCK DESIGNATIONS murraysmiNOT MEASURE 1 TTT THEN DRAWING IS CHECKED COVER SHEET PROJECT NOT TO SCALE PROJECT NO.: 18-2251 1 SCALE: AS SHOWN I DATE: January 2021 7 Of 121 C� co W U a� H V) N w Y Q m 0 Q 0 a rn Ln cYi M N O N Ln N 00 p1 70 V1 w I— i Q 0 a J I— U U) Q Ln N N N N L (n r) Q U i N V) fu L a a c 0 c a� Ln N N i 00 U N 0 L a �I w i no Approx. Depth Approx. Depth Approx. Depth Approx. Depth Approx. Depth Approx. Depth Plan/Profile Existing Utility Utility to Top of Exist to Bottom of Plan/Profile Existing Utility Utility to Top of Exist to Bottom of Plan/Profile Existing Utility Utility to Top of Exist to Bottom of ID NO. Utility Material Size Utility (IN) Exist Utility (IN) ID NO. Utility Material Size Utility (IN) Exist Utility (IN) ID NO. Utility Material Size Utility (IN) Exist Utility (IN) 1 T Plastic (2) 2" 33 36 2 UGP Plastic (2) 1" - (1) 2" - (1) 2" 11 33 3 T Plastic (4) 2" - 1(3") 31 41 4 UGP, COM, G Steel 3/4" 46 48 5 WS, G Poly / Cooper (1) 1/2" (1) 36 37 6 G Steel 2" 51 53 7 G, GS Steel (1) 4" - (1) 1" 33 41 8 UGP, COM Plastic (2) 4" 26 31 9 G Poly 2" 41 43 10 G Poly 4" 54 59 11 GS Poly 2" 38 40 12 UGP Poly 2" 26 28 13 T Plastic 3" 48 59 14 UGP Plastic (3) 2" - (2) 2" 32 36 15 GS Steel 5/8" 16 17 16 G Steel/Poly Insert 2" 21 23 17 UGP, T, G Plastic / Steel (3) 32' (2) 4 (6) 16 64 18 UGP, T Plastic (8) 4" - (1) 1" 18 36 19 UGP Poly 4" 25 29 20 UGP, T Plastic/ Concrete Duct (2) 4" - (1) 2" 24 59 21 T Duct (2) 4" 34 86 22 G Poly 2" 27 29 23 UGP, T Plastic (1) 1" - (1) 2" - (2) 4 34 39 24 UGP, T Plastic (1) 6"��- (2) 4"- (3) 3 - (3) 2 25 44 25 W DIP 8" 29 37 26 W DIP 8" 31 39 27 G Poly 2" 32 34 28 UGP, T Poly 2" 31 33 /1\ 110/26/20221 JJM I RECORD DRAWING NO. DATE BY REVISION 29 UGP, T, G Plastic/Poly (1)8"_(3)2"_ (2) 2" - (4) 4" (1) 1/2" 20 60 30 W Steel 12" 44 57 31 G Poly 1" 58 60 32 G, UGP Steel 6" 34 40 33 G Steel 2" 44 46 34 G, T Poly 2" 57 59 35 SS PVC 8" 47 55 36 SD PVC 8" 36 44 37 W DIP 66" 31 97 38 WS,G Poly 1" 47 48 39 SD Plastic 6" 37 44 40 G Steel 4" 32 41 41 T Plastic/ Concrete (2) 2" - (1) 10" 39 54 42 UGP, T Plastic (8) 4" 28 41 43 T Plastic (2) 2(1) (2) 4" - 33 44 44 UGP, T Plastic/ Concrete Duct (1) 4" - (3) 3" 20 51 45 T Plastic 6" 44 51 46 G Steel 4" 42 47 47 UGP Poly (3) 2" 38 40 48 W Steel 6" 24 31 49 UGP Plastic (1) 1" - (1) 2" 23 40 50 UGP Plastic (1) 2" - (2) 4" 57 63 51 WS DIP 8" 40 48 52 W DIP 52" 28 84 53 T Plastic (1) 4" - (3) 2" 30 35 54 UGP Plastic (4) 4" - (1) 2" 26 34 55 T Plastic (3) 4" - (4) 3" 33 41 56 UGP Plastic (1) 3" - (2) 2" 28 32 57 COM Plastic (2) 4" - (2) 2" 24 48 58 UGP Steel 2" 20 23 59 W Steel 66" 37 105 60 W Steel 52" 31 85 61 W DIP 8" 38 47 62 G Steel 4" 48 52 63 UGP Steel 4" 48 52 64 G Plastic (1) 3" - (3) 2" 28 33 65 T PVC 2" 39 42 66 UGP, FO Plastic (1) 1" - (1) 2" 25 30 67 G Plastic (1) 1" - (1) 2" 25 29 68 T Plastic (3) 4" 23 29 69 T Concrete 13" x 24" 48 61 70 UGP Steel 2" 39 41 71 W DIP 66" 90 156 72 T PVC 2" 39 42 73 W Steel 30" 80 110 74 P Steel 2" 57" 59" 75 G Plastic Duct 44" 60" 76 T Plastic Duct 44" 53" 77 T Concrete Duct 42" 50 78 P Plastic (2) 4" 30" 36" 79 G Poly 5/8" 34" 35" 80 COM Steel 6" 35" 41" 81 W Steel 66" 38" 104" 82 G Poly 6" 48 54 83 G Steel 4" 56 60 84 G Steel 2" 37 39 85 G Poly 2" 43 45 86 G Poly 2" 41 43 87 P PVC 4" 36 40 88 P PVC 4" 30 34 89 P PVC 3x4" 31 39 90 G Steel 2" 51 53 R-394908 NOTICE Jim RECORD • RENTON DOWNTOWN SHEET N44 0 /z 1 DESIGNED DRAWINGS PRECONSTRUCTION POTHOLE DATA BAW % + UTILITY G _ 8 IMPROVEMENTS IF THIS BAR DOES SEE NOTE ON DRAWN TABLE murraysmirth NOT MEASURE 1" TTT THEN DRAWING IS CHECKED COVER SHEET NOT TO SCALE � PROJECT PROJECT NO.: 18-2251 SCALE: AS SHOWN DATE: January 2021 $ Of 121 0) It O) co O Nt LU U N V) J V) N ry LU Y ry m a N M N O N Lfl N LU Q Ln N N V) aJ N V) U 1-11 V) (p a a 0 ry Ln N N i 00 i U 0 L �I w i so EROSION CONTROL NOTES 1. ALL REQUIRED SEDIMENTATION/EROSION CONTROL FACILITIES MUST BE CONSTRUCTED AND IN OPERATION PRIOR TO LAND CLEARING AND/OR CONSTRUCTION TO ENSURE THAT SEDIMENT LADEN WATER DOES NOT ENTER THE NATURAL DRAINAGE SYSTEM. ALL EROSION AND SEDIMENT CONTROL FACILITIES SHALL BE MAINTAINED IN A SATISFACTORY CONDITION UNTIL SUCH TIME THAT CLEARING AND/OR CONSTRUCTION IS COMPLETE AND POTENTIAL FOR ON -SITE EROSION HAS PASSED. THE IMPLEMENTATION, MAINTENANCE, REPLACEMENT AND ADDITIONS TO EROSION/SEDIMENTATION CONTROL SYSTEMS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. 2. THE EROSION AND SEDIMENTATION CONTROL BMPs DEPICTED ON THESE DRAWINGS ARE INTENDED TO BE MINIMUM REQUIREMENTS TO MEET ANTICIPATED SITE CONDITIONS. AS CONSTRUCTION PROGRESSES AND UNEXPECTED OR SEASONAL CONDITIONS DICTATE, THE CONTRACTOR SHALL ANTICIPATE THAT MORE EROSION AND SEDIMENTATION CONTROL BMPs WILL BE NECESSARY TO ENSURE COMPLETE SILTATION CONTROL ON THE PROPOSED SITE. DURING THE COURSE OF CONSTRUCTION, IT SHALL BE THE OBLIGATION AND RESPONSIBILITY OF THE CONTRACTOR TO ADDRESS ANY NEW CONDITIONS THAT MAY BE CREATED BY THE ACTIVITIES AND TO PROVIDE ADDITIONAL BMPs, OVER AND ABOVE MINIMUM REQUIREMENTS, AS MAY BE NEEDED, TO PROTECT ADJACENT PROPERTIES AND WATER QUALITY OF THE RECEIVING DRAINAGE SYSTEM. 3. BEFORE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITY, CATCH BASIN INSERTS PER CITY STANDARD PLAN 216.30 SHALL BE PROVIDED FOR ALL STORM DRAIN INLETS DOWNSLOPE AND WITHIN 500 FEET OF A DISTURBED OR CONSTRUCTION AREA, UNLESS THE RUNOFF THAT ENTERS THE INLET WILL BE CONVEYED TO A SEDIMENT POND OR TRAP. ALL CATCH BASIN INSERTS SHALL BE PERIODICALLY INSPECTED AND REPLACED AS NECESSARY TO ENSURE FULLY FUNCTIONING CONDITION. 4. WHERE STRAW MULCH FOR TEMPORARY EROSION CONTROL IS REQUIRED, IT SHALL BE APPLIED AT A MINIMUM THICKNESS OF 2 TO 3 INCHES. 5. KEEP PUBLIC AND PRIVATE ROADWAYS/PARKING LOTS, SIDEWALKS, AND TRAILS FREE OF DEBRIS AND SEDIMENT. 6. ANY AREAS OF EXPOSED SOILS THAT WILL NO BE DISTURBED FOR TWO DAYS DURING THE WET SEASON (OCTOBER 1ST THROUGH APRIL 30TH) OR SEVEN DAYS DURING THE DRY SEASON (MAY 1ST THROUGH SEPTEMBER 30TH) SHALL BE IMMEDIATELY STABILIZED WITH THE APPROVES ESC COVER METHODS IN CONFORMANCE WITH APPENDIX D OF THE RENTON SWDM. LEGEND W RIM 31.80 IE 27.5 SE,NW Q CL, UGP- I 0 LU �U c,n Z)4, I Q r I U0 INLET PROTECTION TREE PROTECTION FENCE 1 110/26/20221 JJM I RECORD DRAWING NO. DATE BY REVISION NOTE: 1. THIS IS A TYPICAL EXAMPLE OF THE IMPLEMENTATION OF EROSION AND SEDIMENT CONTROL BEST MANAGEMENT PRACTICES. CONTRACTOR RESPONSIBLE TO USE DETAILS PROVIDED IN ACCORDANCE WITH APPLICABLE STANDARDS. CB 33049 RIM 32.21 IE 29.6 S, 6" CONC IE 29.2 E, 12" CPP TREE PROTECTION NOTES: 1. SEE SPECIFICATIONS FOR ADDITIONAL TREE PROTECTION REQUIREMENTS. 2. EXCAVATED ROOTS 2" OR LARGER SHALL BE PROTECTED IN PLACE OR CLEANLY CUT BACK TO THE SOIL LINE AS APPROVED BY THE ENGINEER AND IN ACCORDANCE WITH THE SPECIFICATIONS. WRAP WITH WETTED BURLAP UNTIL BACKFILLED AND COVERED WITH NEW SOIL 3. NO PRUNING SHALL BE PERFORMED EXCEPT BY APPROVED ARBORIST. ONCE INSTALLED, TPZ FENCING SHALL BE INSPECTED AND APPROVED PRIOR TO ANY MAJOR EXCAVATION OR DIRT WORK. 4. NO EQUIPMENT SHALL OPERATE INSIDE THE PROTECTIVE FENCING INCLUDING DURING FENCE INSTALLATION AND REMOVAL. 5. NO FOOT TRAFFIC ALLOWED INSIDE TPZ FENCING 6. NO MATERIAL STORAGE ALLOWED INSIDE TPZ FENCING TREE PROTECTION FENCE: 6' HT. CHAIN LINK FENCE WITH STEEL POSTS INSTALLED AT 8' O.C. PANELS TO BE COVERED WITH FABRIC OR TARP MATERIAL TO PREVENT DIRT AND DUST FROM ENTERING TPZ MAINTAIN EXISTING GRADE WITH THE TREE PROTECTION FENCE. NO SOIL DISTURBANCE PERMITTED INSIDE TPZ TREE PROTECTION -FENCING IN THE TREE PROTECTION ZONE (TPZ SCALE: 1/4" = V-0" TYPICAL LOCAL EROSION CONTROL PLAN SCALE: 1"=20' - TREE PROTECTION FENCE TO BE INSTALLED AROUND TREES IN 2ND ST MEDIAN, SEE DETAIL THIS SHEET CB 62912 RESERVED.PRKG � 11 RESERVED.PRKG \ 'I8" C900 SS R-394909 NOTICE JJM RECORD DESIGNED N44RENTON DOWNTOWN SHEET 0 / 1 BAW DRAWINGS ® UTILITY TYPICAL EROSION & SEDIMENT DRAWN CONTROL PLAN AND NOTES C'_9 IF THIS BAR DOES SEE NOTE ON murraysmirthA� IMPROVEMENTS NOT MEASURE 1" TTT THEN DRAWING IS CHECKED COVER SHEET PROJECT NOT TO SCALE 9 Of 121 PROJECT NO.: 18-2251 SCALE: AS SHOWN DATE: January 2021 O KB-1 COL V — LID 28.86 \ I �1 I K B 1 ELEV 28.46 @TOP OF PVC 11 co w U Q) J V) N W v ry m r) Q 0 a M Ln M N O N Lfl N 1 0 70 O W 0 I Ln N N 1 ri V) Q) QJ V) Q i N Q) V) (p L a a 0 Q) ry 1 Ln N N i 00 V) U L �I w AO 00 MIC 269 N I --SD — �- ---------- - I 35 i I > + I 6 \ I I I I� Q W I �I' Q INSTALL 2" TEMPORARY WATER SERVICE II � F LINE TO WATER METERS TO 200 S 2ND ST S� i CD 38-� I I PRIOR TO ABANDONMENT OF EXIST 8" W 12 13 ' / t IN S 2ND ST �� m,... q / ` ��� \'37�\ �(0 OO 3 4 P ��Q E — UGP= — — = UG —� — — — _ — _ ' P— -UG - \ r'� t so 4-U(�-PT-===- I G / — — — — — — — — — — — 00 REBAR PK 214 18- - - Ro-21 T - ---G G-----G� T = _ + - --- - - 77 \ --- -- \ \ \\ 2 T _ _ T _ _ a - b • ... .. . � .... .. .... \ � . .... .. \ \ .. \30 ......... .... � .. � .... .... .... .... ... ... 1 . / O 0 \ A3+0bA4+PA263 A� LU .. 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I DATE BY REVISION PLAN 0 10 20 40 60 SCALE: 1"=20' NOTICE SEO RECORD 0 /2 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 r%./TC`T '111 TMIl Tf-ATTf-%IlI f\ACTCr) AItIr% r" T!'1 r)r RENTON DOWNTOWN • UTILITY 'D IMPROVEMENTS PROJECT 0 LI ko rn I, t- Iv/mow Lli W 2 J W =(/) Q DEMOLITION NOTES O ABANDON MH IN PLACE PER CITY STD DET 400.5 O REMOVE MH OR CB ENTIRELY AND REPLACE AS SHOWN IN PLANS O ABANDON PIPE IN PLACE WTIH CONCRETE PLUG O REMOVE PIPE AND APPURTENANCES ENTIRELY AND REPLACE AS SHOWN IN PLANS O6 REMOVE AND REPLACE FIRE HYDRANT, EXISTING HYDRANT TO BE DELIVERED TO THE CITY IN ACCORDANCE WITH THE SPECS. TO BE DONE AT FINAL CONNECTION TO NEW WATERLINE O7 REMOVE CONCRETE BOLLARDS 10 CUT AND CAP WATER MAIN IN ACCORDANCE WITH SPECS 11 ABANDON MONITORING WELL IN ACCORDANCE WITH SPECS 12 TEMPORARY THRUST BLOCKING DETAIL ON W-44 13 VALVE TO BE REMOVED IN ACCORDANCE WITH SPECS 14 PLUG AND ABANDON CB WITH CEMENT BASED GROUT LEGEND REMOVE PIPE AND APPURTENANCES ENTIRELY AND REPLACE AS SHOWN IN .._.__._.__._.__._.__._.__._.__......_....... PLANS 7L-/�4-1 /-71--/�4-1 /-7'--/7'--- ABANDON PIPE AND APPURTENANCES IN PLACE WITH CAP OR PLUG AS SPECIFIED FILL PIPE WITH CEMENT BASED GROUT FOR ABANDONMENT S2ND ST UTILITY DEMOLITION PLANS STA AO+00 TO STA A9+60 PROJECT NO.: 18-2251 I SCALE: AS SHOWN I DATE: January 2021 R-394910 SHEET D-1 D-2 10 of 121 so C'7 I I W U v7 J W N LU v ry Q m 0 Q 0 a M Ln M N 0 N Lfl N M 1 70 1 0 LU r) 1 1 Ln N N V) V) Q U 1-11 a� V) r� a a 0 a� ry 1 Ln N N i 00 V) U L �I w so SS- I I PIPE MAY HAVE BEEN PREVIOUSLY o W / ABANDONED, MH'S WERE NOT m r � PROPERLY ABANDONED \ Z I / / 0 m ADJUST REMOVAL EXTENTS AS 12 I REQUIRED TO MAINJ4 6" - W - - W w CLEARANCE BTWN ABANDONED IVER AND NE 5: -- - 33 _ --T� -- T---10 T --. _-_ ---- - T ,., I / I �i � IN -1 ll IN, al — —34 15 66L --34 to �. -- �r����� • _ -� — o .... .... .... 2 FQ..o�� S� 2 N D ST _ = c 61 \� A14+00 U) o .... ............. . .... ..... ... ... .......................................................................... ........ ., 7 :7 •::7• ... ....... ... ........................... . ..... .. ...................... . ... .... .... .............................. 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LU ------------ — 26�— — —34— — — — — — — — — — — — — — — — — — — — — — — — — ' — — — w LU LU — — — — — — — — — — — — — — — — — — — — — — — — — — ----- — — — — — — Fr� cg-P-#366"STL CRPL#366' L zV) 13 CRPL#366"STL --- —---�---- U 13-- fi-------------------- �G \ 2 ' \ UGP- --- UGF- - -- UGP -UGP- UGP- - KB-2 -H-GP—US�- _ _- UGP_ _ GP2549 UGP - - - -- UGP - - - -- UGP - - - -- UGP-- W — --/ ----- �- _- - :__-- - -- -- -- -- - — — —33— — _ --- _WAG-Q; -- 4 © CASE :: • WATER ciccc�yccccci���cs arc sue• cos oc yccccccccuccccccc�•ccccc���...��.��nr {,�����__ _.,���....,_���., �IC��<Lw"o 1 IVA i �Ytz���3011r�� FOR CONTINUATION SEE SHEET D-15 O rl a LU a o� mU-) a Lu LU LU Z L� U a n - PLAN 0 10 20 40 60 SCALE: 1"=20' PIPE MAY HAVE BEEN PREVIOUSLY ABANDONED, MH'S WERE NOT PROPERLY ABANDONED FOR CONTINUATON SEE SHEET D-21 PLAN 0 10 20 40 60 SCALE: 1"=20' NOTICE SEO RECORD 0 /2 1 DESIGNED DRAWINGS BAW DRAWN murraysmi 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 .� Q — — -.2'.W DI•- - - —12=W •DI - - _ • W • pl — — —33- _-T-== P — v== f = INSTALL 2" TAP AND 2" TEMPORARY WATER SERVICE LINE AND CONNECT TO 3 EXISTING METERS (1-2" IRRIGATION AND 2-%4" DOMESTIC METERS) RENTON DOWNTOWN • UTILITY 'D IMPROVEMENTS PROJECT O N rl a Ln a' 0 LU LU w= z LU I --I LU TZ J � U a DEMOLITION NOTES W2 ABANDON MH IN PLACE PER CITY STD DET 400.5 WREMOVE MH OR CB ENTIRELY AND REPLACE AS SHOWN IN PLANS W4 ABANDON PIPE IN PLACE WTIH CONCRETE PLUG W5 REMOVE PIPE AND APPURTENANCES ENTIRELY AND REPLACE AS SHOWN IN PLANS 10 CUT AND CAP WATER MAIN IN ACCORDANCE WITH SPECS 12 TEMPORARY THRUST BLOCKING DETAIL ON W-44 13 VALVE TO BE REMOVED IN ACCORDANCE WITH SPECS 14 PLUG AND ABANDON CB WITH CEMENT BASED GROUT 15 FILL PIPE WITH CEMENT BASED GROUT FOR ABANDONMENT LEGEND REMOVE PIPE AND APPURTENANCES ENTIRELY AND REPLACE AS SHOWN IN PLANS ABANDON PIPE AND APPURTENANCES IN PLACE WITH CAP OR PLUG AS SPECIFIED FILL PIPE WITH CEMENT BASED GROUT FOR ABANDONMENT S2NDST UTILITY DEMOLITION PLANS STA A9+60 TO STA A19+20 PROJECT NO.: 18-2251 I SCALE: AS SHOWN I DATE: January 2021 R-394911 SHEET D-3 D-4 11 of 121 U U) N w Y m 0 0 a M L!i M N O N v7 N 0) O w 0 U) N N V) Q i N rB a a 0 0 c a� ry u7 N N i 00 i 11 U Q) 0 a FI W i no WOOD DECK kNKNOWN CONNECTION — TV_= _ _ — WN — Imil sm �I i►i1 � � 00 MW-5 M I I I I 11 I cn cn \ I I I I \ I I I 1 U� I cn U Un 3: 15 I + CTL MH, 6.5'x12'x8.5' �) 1 I 3 CTL MH, 5'x10.5'x6' \ 1 UCT 5 139 1 \DU T UCT q 1 � T \ \' C) I _ — — — — — T1y_ — L�T — — — DUC�-- I T DUCT —————-T—TT ————--f=—=I�GP T= �— G _ ----� —— u -- T T I I I— DUCT — UGP— DUCT AT&T HH 463 TA'39 — — 7 — — — DUCT 2 _ U — �T--_�-------T—————T—————T——�� —T — —— T4 W. --f DUCT T T �DkJT DC`.' __ eA T — — — T — — l '•' I T _ DUCT _ .� CTL MH, p.5'x12'x8.5' ��---- / T — — — — T — T _ �— — — T — =T _ — — ���) — —•— ——•— •—•— G—•—•— —•— G— —- •—•G•— —•—•— —•G— — —•�• — — — — G— — — — G— — -- —•� — — — —G— — — ON 500—� —11 I_ r::::::.:::::.................................. ;. ;.::.:................................ ::.;........................................ ;; _ _:':'. 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UG ° °. \ \ \ \ G so N a ° MCA \ _G _ 10 20 40_ � _ � SCALE: 1"=20' 1\ 110/26/20221 JJM I RECORD DRAWING NO. DATE I BY REVISION S 3RD ST sLEGEND a REMOVE PIPE AND APPURTENANCES a — ENTIRELY AND REPLACE AS SHOWN IN U PLANS gGp°_- �jT ABANDON PIPE AND APPURTENANCES IN PLACE WITH CAP OR PLUG AS SPECIFIED / a � FILL PIPE WITH CEMENT BASED GROUT 0 a. FOR ABANDONMENT R-394912 NOTICE SEO RECORD DESIGNED RENTON DOWNTOWN S 2ND ST AND S 3RD ST UTILITY SHEET o � 1 DRAWINGS BAW ® UTILITY DEMOLITION PLANS STA A19+20 TO DRAWN D — IF THIS BAR DOES T17 SEE NOTE ON murraysmi IMPROVEMENTS STA A23+40 & STA C0+00 TO STA C4+80 D_( THEN DRAWING IS CHECKED COVER SHEET PROJECT NOT TO SCALE � PROJECT NO.: 18-2251 SCALE: AS SHOWN I DATE: January 2021 12 Of 121 (3) rn M w U a� J V) N w v ry a m 0 a 0 a M Ln M N O N Lfl N 70 0 w 0 a Ln N N V) V) 0 U 1-11 a� V) r� a a 0 a) ry Ln N N i 00 V) U L �I w GP J�Q ° O L 0 32q_icp 00 T - _ - 4-, _--- �� UG + - - - T - - - `O 6 U \ Lr < so 6�-12`'WDI-----1 C5+'00 LU .... .. m z �So � w J Ly = LnU 15 U G P -°�- G i '6T4" 0 DT4" I F— w Q o� m aW wz U-)J U a SEE SHEET D-12 FOR CONTINUATION � ` I � \ I \ I 3: 0 DT11" DT12" 1 PINE14" �PINEI-4!,- DT14 3?- PINE18" dO1S —_ P - �o a __� GP= M�P4a a P- ��°- - UG a 3 a ° - �° -1 - -UGP- - - - U MAP2 -- - UGP-- �3 MAP6"° — -32— _ — 0 -- ---- - --- - --� I-- 4d ° - - - — - _ = __ _ _ - _-+ --- - - I 74 a� U I Q DI - - - - - 12"W DI - - 12"W DI - - - - - 12"W D - - - - - 12"W DI J - - - - 12' W DI - - - - 12' W DI - - - - 12 W DI - - - - - 12"W DI - - - - 12"W DI - - - - - 12' W 12 'W DI - - - - - 12"IW DI - - - O . • • • . I w C6+ 0 �. .� C7+00 I I C8+00 _ _ 32- - - - - C9++00- w .... W CO ... CD — — — S 3 R D ST ;' 11 I "' z w o I I � I II I � U)G G G - (D G G G 8 2 G G = 15 I f T T T T - KB-16 U _ I - - I - -.1.- 2- - - - - ° P- - - - _ - - - - - - U -sF - - __ - — — 32 _ Ts =- Q - - ° ° T4„ = a = _ = i a -= U - - _ _ _ - _mil UG DT20" a SFIK�1� _ I — — _, 18 6" AC FF=32.14 6 I 1\ 110/26/20221 JJM I RECORD DRAWING NO. DATE BY REVISION II /'O ASPHALT \ \ r T — — I I — — — — — — I CASHIER BUILDING II I I I1 I I i I CiC I c: I I I czn \ _ I \ I 1 oG � I /,��.� D \ — LJ — — a s — — — — — Q — A— — — GAS PUMP ISLANDS \ 0 \. 3125 O I PLAN 0 10 20 40 60 SCALE: 1"=20' SEE SHEET D-15 FOR CONTINUATION PLAN 0 10 20 40 60 SCALE: 1"=20' NOTICE SEC) 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 EMA RENTON DOWNTOWN • UTILITY 'D IMPROVEMENTS PROJECT + rl Urn 0 w w W= z w Lu _jU-) 2 U Q DEMOLITION NOTES OABANDON MH IN PLACE PER CITY STD DET 400.5 OREMOVE MH OR CB ENTIRELY AND REPLACE AS SHOWN IN PLANS O4 ABANDON PIPE IN PLACE WTIH CONCRETE PLUG OREMOVE PIPE AND APPURTENANCES ENTIRELY AND REPLACE AS SHOWN IN PLANS G)REMOVE FIRE HYDRANT, EXISTING HYDRANT TO BE DELIVERED TO THE CITY IN ACCORDANCE WITH THE SPECS. TO BE DONE AT FINAL CONNECTION OF NEW WATER LINE 11 ABANDON MONITORING WELL IN ACCORDANCE WITH SPECS 15 FILL PIPE WITH CEMENT BASED GROUT FOR ABANDONMENT LEGEND REMOVE PIPE AND APPURTENANCES ENTIRELY AND REPLACE AS SHOWN IN PLANS ABANDON PIPE AND APPURTENANCES IN PLACE WITH CAP OR PLUG AS SPECIFIED FILL PIPE WITH CEMENT BASED GROUT FOR ABANDONMENT S3RDST UTILTIY DEMOLITION PLANS STA C4+80 TO STA C14+40 PROJECT NO.: 18-2251 I SCALE: AS SHOWN I DATE: January 2021 R-394913 SHEET D-7 D-8 13 of 121 so O7 It 0) LU U a� v7 J V) N W v ry a m 0 Q 0 a M Ln M N 0 N Lfl N 3 70 0 LU 0 a Ln N N V) V) / 0 U / N a� V) r� a a 0 a) ry Ln N N / 00 / V) U L �I w / ■■ RAISED WOOD PLTR RAISED WOOD PLTR rl 00U ,Q 0 LUr^ LU �.► I =LU LUz LU �--� U-) J U Q SEE SHEET D-21 FOR CONTINUATION O 00 00 rl U W o� m a LULU W cf)z U Q SEE SHEET D-20 FOR CONTINUATION PLAN 0 10 20 40 60 SCALE: 1"=20' PLAN 0 10 20 40 60 SCALE: 1"=20' NOTICE SEO 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 1 10/26/2022 JJM RECORD DRAWING NOT TO SCALE NO. DATE BY I REVISION EMA RENTON DOWNTOWN • UTILITY 'D IMPROVEMENTS PROJECT O 00 00 rl U �o cn w m LULU zLU �V) TZ U Q DEMOLITION NOTES O3 REMOVE MH OR CB ENTIRELY AND REPLACE AS SHOWN IN PLANS 10 11 12 13 15 t 17 N U� W LU LU = LU J LU V) 2 U Q ABANDON PIPE IN PLACE WTIH CONCRETE PLUG REMOVE PIPE AND APPURTENANCES ENTIRELY AND REPLACE AS SHOWN IN PLANS REMOVE CONCRETE BOLLARDS REMOVE FIRE HYDRANT, EXISTING HYDRANT TO BE DELIVERED TO THE CITY IN ACCORDANCE WITH THE SPECS. TO BE DONE AT FINAL CONNECTION OF NEW WATER LINE CUT AND CAP WATER MAIN IN ACCORDANCE WITH SPECS ABANDON MONITORING WELL IN ACCORDANCE WITH SPECS TEMPORARY THRUST BLOCKING DETAIL ON W-44 VALVE TO BE REMOVED IN ACCORDANCE WITH SPECS FILL PIPE WITH CEMENT BASED GROUT FOR ABANDONMENT REMOVE TRAFFIC DETECTION LOOP LEGEND REMOVE PIPE AND APPURTENANCES ENTIRELY AND REPLACE AS SHOWN IN PLANS ABANDON PIPE AND APPURTENANCES IN PLACE WITH CAP OR PLUG AS SPECIFIED FILL PIPE WITH CEMENT BASED GROUT FOR ABANDONMENT S3RDST UTILITY DEMOLITION PLANS STA C14+40 TO STA C24+00 PROJECT NO.: 18-2251 I SCALE: AS SHOWN I DATE R-394914 SHEET D-9 D-10 January 2021 14 Of 121 0) M O w u N V) N ry Lu Y Q m 0 0 a M Ln M N O N Lfl N 3 70 O Lu r) Q Ln N N V) 0 U 1-11 a� V) r� a a 0 0 a) ry Ln N N i 00 i u 0 L a �I w i so O M N mu 'a 0 �I--- LU Lu (� =w Lu z LU I --I cf)J U a n cn I I I I I —SD — — — — —V) 1\ 110/26/20221 JJM I RECORD DRAWING NO. DATE BY REVISION LOCATION OF ALL SPU/CEDAR RIVER PIPES APPROXIMATE \ NOTICE 0 /2 1 IF THIS BAR DOES NOT MEASURE 1" THEN DRAWING IS NOT TO SCALE PLAN 0 10 20 40 60 SCALE: 1"=20' PLAN 0 10 20 40 60 SCALE: 1"=20' FOR CONTINUATION SEE SHEET D-6 -39��=----SD— — — — —SID — w-----W — — — — —W W SEE SHEET D-7 FOR CONTINUATION FOR CONTINUATION SEE SHEET D-6 M — — — DEMOLITION NOTES O3 REMOVE MH OR CB ENTIRELY AND REPLACE AS SHOWN IN PLANS O5 REMOVE PIPE AND APPURTENANCES ENTIRELY AND REPLACE AS SHOWN IN PLANS 11 ABANDON MONITORING WELL IN ACCORDANCE WITH SPECS 15 FILL PIPE WITH CEMENT BASED GROUT FOR ABANDONMENT LEGEND REMOVE PIPE AND APPURTENANCES ENTIRELY AND REPLACE AS SHOWN IN PLANS ABANDON PIPE AND APPURTENANCES IN PLACE WITH CAP OR PLUG AS SPECIFIED FILL PIPE WITH CEMENT BASED GROUT FOR ABANDONMENT R-394915 SHEET SEC) RECORD RENTON DOWNTOWN S 3RD ST & PARKING LOT UTILITY DESIGNED DRAWINGS BAW • UTILITY DEMOLITION PLANS STA C24+00 TO 1 1 W DRAN D — �SEE NOTE ON murraysmi � IMPROVEMENTS STA C26+40 & STA E1+20 TO STA E5+00 D-1Z CHECKED COVER SHEET PROJECT PROJECT NO.: 18-2251 1 SCALE: AS SHOWN DATE: January 2021 15 Of 121 U N V) J U) N ry w Y ry a m a 0 a M L!i M N O N v7 N M rl 0) O w r) U) N N V) V) / a U / N a a c 0 c ry u7 N N / 00 / U, 11 U �I w / 1\ 110/26/20221 JJM I RECORD DRAWING NO. I DATE I BY REVISION MIC 264 r _ — UU FOR CONTINUATION SEE SHEET D-12 32- - - - - - - - - - - - - - - - - z0-------- 00 — ------ N - UGP- - - - - UGP- Z T - - LLJ ' I UGP_ > - / 25 w Q UG - - - - I I / - Uc 0Ln 8+0 co n / w v7 J N - -1 O W _ -i-SD e - - - - S Y I o Q / / / / U 1U GU `tU UU SCALE: 1"= 20' NOTICE SEO 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 --- ---- ---- .... .... . . . I - - ----- FOR CONTINUATION SEE SHEET D-15 • RENTON DOWNTOWN • UTILITY 'D IMPROVEMENTS • PROJECT PROJECT NO.: DEMOLITION NOTES O3 REMOVE MH OR CB ENTIRELY AND REPLACE AS SHOWN IN PLANS O4 ABANDON PIPE IN PLACE WTIH CONCRETE PLUG O5 REMOVE PIPE AND APPURTENANCES ENTIRELY AND REPLACE AS SHOWN IN PLANS 15 FILL PIPE WITH CEMENT BASED GROUT FOR ABANDONMENT LEGEND REMOVE PIPE AND APPURTENANCES ENTIRELY AND REPLACE AS SHOWN IN PLANS ABANDON PIPE AND APPURTENANCES IN PLACE WITH CAP OR PLUG AS SPECIFIED FILL PIPE WITH CEMENT BASED GROUT FOR ABANDONMENT PARKING LOT UTILITY DEMOLITION PLANS STA E 5 + 00 TO STA E 11 + 51 18-2251 I SCALE: AS SHOWN I DATE: January 2021 R-394916 SHEET D-13 D-14 16 of 121 no 0) M W U N V) N ry L Y ry Q m Q a M Ln M N O N Lfl N Lfl 0 LU 0 a Ln N N i V) V) / 0 U / N a� V) r� a a 0 a) ry Ln N N / 00 / V) U L �I w / ■■ SEE SHEET D-2 FOR CONTINUATION FOR CONTINUATION SEE SHEET D-2 O Ln UL L1J a i rram--^ cov/ Qw LU LU J U a SEE SHEET D-8 FOR CONTINUATION FOR CONTINUATION SEE SHEET D-7 PLAN 0 10 20 40 60 SCALE: 1"=20' i PLAN 0 10 20 40 60 SCALE: 1"=20' NOTICE SEO 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 1 10/26/2022 JJM RECORD DRAWING NOT TO SCALE NO. DATE BY REVISION i O 0) LL rr^�^ C) Vl W Lu w 2 zU) J w _U-) U a RENTON DOWNTOWN • UTILITY 'D IMPROVEMENTS PROJECT O Un LL O w LU m zw �w J U) U a DEMOLITION NOTES O2 ABANDON MH IN PLACE PER CITY STD DET 400.5 O3 REMOVE MH OR CB ENTIRELY AND REPLACE AS SHOWN IN PLANS 04 ABANDON PIPE IN PLACE WTIH CONCRETE PLUG O REMOVE PIPE AND APPURTENANCES ENTIRELY AND REPLACE AS SHOWN IN PLANS O6 REMOVE AND REPLACE FIRE HYDRANT, EXISTING HYDRANT TO BE DELIVERED TO THE CITY IN ACCORDANCE WITH THE SPECS. TO BE DONE AT FINA CONNECTION TO NEW WATER LINE 10 CUT AND CAP WATER MAIN IN ACCORDANCE WITH THE SPECS 12 TEMPORARY THRUST BLOCKING DETAIL ON W-44 13 VALVE TO BE REMOVED IN ACCORDANCE WITH SPECS 14 PLUG AND ABANDON CB WITH CEMENT BASED GROUT 15 FILL PIPE WITH CEMENT BASED GROUT FOR ABANDONMENT LEGEND SHATTUCK AVE S REMOVE PIPE AND APPURTENANCES ENTIRELY AND REPLACE AS SHOWN IN PLANS ABANDON PIPE AND APPURTENANCES IN PLACE WITH CAP OR PLUG AS SPECIFIED FILL PIPE WITH CEMENT BASED GROUT FOR ABANDONMENT UTILITY DEMOLITION PLAN STA FO+00 TO STA F9+60 PROJECT NO.: 18-2251 I SCALE: AS SHOWN I DATE R-394917 SHEET D-15 D-16 January 2021 17 Of 121 M 0 W U a� J U) N fY W Y fY a m 0 r-i a 0 a M Ln M N O N Ln N i 0 pl O W 0 Ln N N V) / 0 U / N a� r� a a 0 c 0 c a� ry Ln N N / 00 / U, 11 U O a �I W / no O O O 110W 0� �U-) w w W �z w w J U) = U Q 1\ 110/26/20221 JJM I RECORD DRAWING NO. DATE I BY REVISION 0 10 20 40 60 SCALE: 1"=20' -- - -- SS -- SD - - SD-------� SD I PLAN 0 10 20 40 60 SCALE: 1"=20' O O LL Q� O LU W co W zW �v) J 2 U Q DEMOLITION NOTES O3 REMOVE MH OR CB ENTIRELY AND REPLACE AS SHOWN IN PLANS O5 REMOVE PIPE AND APPURTENANCES ENTIRELY AND REPLACE AS SHOWN IN PLANS 11 ABANDON MONITORING WELL IN ACCORDANCE WITH SPECS 14 PLUG AND ABANDON CB WITH CEMENT BASED GROUT 15 FILL PIPE WITH CEMENT BASED GROUT FOR ABANDONMENT LEGEND REMOVE PIPE AND APPURTENANCES ENTIRELY AND REPLACE AS SHOWN IN PLANS ABANDON PIPE AND APPURTENANCES IN PLACE WITH CAP OR PLUG AS SPECIFIED FILL PIPE WITH CEMENT BASED GROUT FOR ABANDONMENT R-394918 NOTICE SEO RECORD • RENTON DOWNTOWN SHATTUCK AVE S SHEET 0 iz 1 DESIGNED DRAWINGS BAW • UTILITY UTILITY DEMOLITION PLANS D - DRAWN 1 IF THIS BAR DOES SEE NOTE ON murraysmirt IMPROVEMENTS D-18 NOTMEASURE 1" TTT� STA F9+60 TO STA F16+00 THEN DRAWING IS CHECKED COVER SHEET PROJECT NOT TO SCALE � PROJECT NO.: 18-2251 1 SCALE: AS SHOWN I DATE: January 2021 18 Of 121 0) co 0 w U N V) N ry w Y ry m 0 a M Ln M N O N Lfl N rn 70 O w r) Q Ln N N V) V) 0 U 1-11 a� V) r� a a 0 a) ry Ln N N i 00 i u L a �I w i so 1\ 110/26/20221 JJM I RECORD DRAWING NO. DATE BY REVISION SEE SHEET D-3 FOR CONTINUATION FOR CONTINUATION SEE SHEET D-3 INSTALL 2" TAP AND 2" TEMPORARY WATER SERVICE LINE AND CONNECT TO 3 EXISTING METERS (1-2" IRRIGATION AND 2-%4" DOMESTIC METERS) PLAN 0 10 20 40 60 SCALE: 1"=20' PLAN 0 10 20 40 60 SCALE: 1"=20' SEE SHEET D-9 FOR CONTINUATION FOR CONTINUATION SEE SHEET D-9 0 N M � 3: ur) O w W C° zw 1-4 U-) J U Q 1G 8" VALVES AT 'ROSS AND INSTALL 2-8" V NORTH AND SOUTH EE CONNECTION DET H DEMOLITION NOTES O3 REMOVE MH OR CB ENTIRELY AND REPLACE AS SHOWN IN PLANS 04 ABANDON PIPE IN PLACE WTIH CONCRETE PLUG O5 REMOVE PIPE AND APPURTENANCES ENTIRELY AND REPLACE AS SHOWN IN PLANS O6 REMOVE AND REPLACE FIRE HYDRANT, EXISTING HYDRANT TO BE DELIVERED TO THE CITY IN ACCORDANCE WITH THE SPECS. TO BE DONE AT FINAL CONNECTION TO NEW WATER LINE O8 REMOVE HYDRANT, EXISTING HYDRANT TO BE DELIVERED TO THE CITY IN ACCORDANCE WITH THE SPECS 10 CUT AND CAP WATER MAIN IN ACCORDANCE WITH SPECS 11 ABANDON MONITORING WELL IN ACCORDANCE WITH SPECS 12 TEMPORARY THRUST BLOCKING DETAIL ON W-44 13 VALVE TO BE REMOVED IN ACCORDANCE WITH SPECS LEGEND REMOVE PIPE AND APPURTENANCES ENTIRELY AND REPLACE AS SHOWN IN PLANS ABANDON PIPE AND APPURTENANCES IN PLACE WITH CAP OR PLUG AS SPECIFIED FILL PIPE WITH CEMENT BASED GROUT FOR ABANDONMENT R-394919 SHEET NOTICE SEO RECORD 11/� DESIGNED RENTON DOWNTOWN WHITWORTH AVE S s 1 DRAWINGS % UTILITY UTILITY DEMOLITION PLANS N44 BAW D -19 DRAWN murraysmirtIMPROVEMENTSIF THIS BAR DOES SEE NOTE ONNOTMEASURE 1" TTTSTA GO+00 TO STA G6+00 D-20 THEN DRAWING IS CHECKED COVER SHEET PROJECT NOT TO SCALE 19 Of 121 PROJECT NO.: 18-2251 SCALE: AS SHOWN DATE: January 2021 U N N ry w v ry a m 0 a 0 a M Ln M N O N Ln N N 0) 3 O w 0 Ln N N V) / 0 U / N a� r� a a 0 c a� ry Ln N N / 00 / U �I w / no i L O N M SEE SHEET D-4 FOR CONTINUATION FOR CONTINUATION SEE SHEET D-4 PLAN 0 10 20 40 60 SCALE: 1"=20' SEE SHEET D-10 FOR CONTINUATION FLAN FOR CONTINUATION 0 10 20 40 60 SEE SHEET D-9 SCALE: 1"=20' NOTICE SEO 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 rAd O N M 2 ,�^O VlJ w LU CO z w �Ul) J U Q RENTON DOWNTOWN • UTILITY 'D IMPROVEMENTS PROJECT DEMOLITION NOTES O LOCATION OF EXIST SIDE SEWER IS UNKNOWN, CONTRACTOR TO LOCATE AND ABANDON OR REMOVE AS NECESSARY TO INSTALL STRAIGHT SIDE SEWER TO MAIN AS SHOWN ON SS-21 O2 ABANDON MH IN PLACE PER CITY STD DET 400.5 O3 REMOVE MH OR CB ENTIRELY AND REPLACE AS SHOWN IN PLANS O4 ABANDON PIPE IN PLACE WTIH CONCRETE PLUG O5 REMOVE PIPE AND APPURTENANCES ENTIRELY AND REPLACE AS SHOWN IN PLANS 15 FILL PIPE WITH CEMENT BASED GROUT FOR ABANDONMENT LEGEND REMOVE PIPE AND APPURTENANCES ENTIRELY AND REPLACE AS SHOWN IN PLANS ABANDON PIPE AND APPURTENANCES IN PLACE WITH CAP OR PLUG AS SPECIFIED FILL PIPE WITH CEMENT BASED GROUT FOR ABANDONMENT MORRIS AVE S UTILITY DEMOLITION PLANS STA HO+00 TO STA H6+00 PROJECT NO.: 18-2251 I SCALE: AS SHOWN I DATE: January 2021 R-394920 SHEET D-21 20 of 121 co 6 0 w U N J N ry Lu Y Q m a 0 a M Lfi M N O N Lf) N N 0) 3 O Lu 0 a Ln N N V) / 0 U / N a� r� a a c 0 c a� ry Ln N N / 00 / U �I W / no $TL - - - - -W PLAN 0 10 20 40 60 SCALE: 1"=20' NOTICE SEO 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 SEE SHEET D-25 CONTINUATION G— — — — G— ss - - tfGP-T _ _ _ = LpGFT= ,� 0GP— DEMOLITION NOTES Tlfl O3 REMOVE MH OR CB ENTIRELY AND REPLACE AS SHOWN 3 IN PLANS D2O O ABANDON PIPE IN PLACE WTIH CONCRETE PLUG O5 REMOVE PIPE AND APPURTENANCES ENTIRELY AND REPLACE AS SHOWN IN PLANS FOR CONTINUATION SEE SHEET D-25 RENTON DOWNTOWN o UTILITY IMPROVEMENTS PROJECT O8 REMOVE HYDRANT, EXISTING HYDRANT TO BE DELIVERED TO THE CITY IN ACCORDANCE WITH THE SPECS 10 CUT AND CAP WATER MAIN IN ACCORDANCE WITH SPECS 13 VALVE TO BE REPLACED IN ACCORDANCE WITH SPECS 15 FILL PIPE WITH CEMENT BASED GROUT FOR ABANDONMENT 20 REMOVE WATER VAULT LEGEND REMOVE PIPE AND APPURTENANCES ENTIRELY AND REPLACE AS SHOWN IN PLANS ABANDON PIPE AND APPURTENANCES IN PLACE WITH CAP OR PLUG AS SPECIFIED FILL PIPE WITH CEMENT BASED GROUT FOR ABANDONMENT S2NDST UTILITY DEMOLITION PLANS STA KO+00 TO STA K4+00 PROJECT NO.: 18-2251 I SCALE: AS SHOWN I DATE: January 2021 R-394921 SHEET D-24 21 of 121 L C'7 0 LU U N V) N ry w Y ry m 0 a M Sri M N O N N N 70 O w 0 u7 N N V) V) Q U 1-11 a� V) a a 0 a� ry N N i 00 U L �I w �J "p 3 \ \\ O —46 BARK / O 3 3' 3' Ln Q— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — =4f-= > I--- I ft I CRPL#3 66" STL m v J 00 L'6+n r� Q W T- LU ——— S .— T ——• s—I,. ss———sS„—LU — J MILL AVE S U 5 I V-- --�� -- — _ _ _ - -UHF - \ - - rtJ 0GP- - - -_ P- - - fi==== 7-_'__��-___====-T�=--=--TT= 3 15 �346, 1\ 110/26/20221 JJM I RECORD DRAWING NO. DATE BY REVISION PLAN 0 10 20 40 60 SCALE: 1"=20' 1/ SPO 4 /� 8 \IVY FOR CONTINUATION SEE SHEET D-24 IQ \ REMOVE EXIST 6" VALVE AND EXIST 16"x6" REDUCER AT EXIST 24"x16" CROSS AND \ INSTALL 16" PLUG (RJ) AND TB BARK 3l— 10 \ \ \ I \ � 13 MIC 268 c� \ �---- -- -- — — — - ,:,--------------CRPL#366"STL � �------- ----- � \ •-------------------T---\\— — — — — -- — — — — — � ---�-- \\ _ L8+0 S ;�•� 5,•—��1' , 5�•= —— — — SS :. ABANDONED VALVE �+ ``' s ' ' •' ' ' ' •��' LEFT IN PLACE \ 46- �\ Il 46-.. - 1 IT -- TT -T --- - - -=d 7J�\ \ ' T \ 0 KB-7 �� \ W \ \ CRPL#3 _ +00 � \ \ 3 0 16 ® ' 3 PLAN 0 10 20 40 60 SCALE: 1"=20' NOTICE SEO RECORD 0 /2 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 rr 0 RENTON DOWNTOWN • UTILITY 'D IMPROVEMENTS PROJECT O O Ln J O w W CO zw �w J V) U Q DEMOLITION NOTES \ REMOVE MH OR CB ENTIRELY AND REPLACE AS SHOWN IN PLANS OABANDON PIPE IN PLACE WTIH CONCRETE PLUG OREMOVE PIPE AND APPURTENANCES ENTIRELY AND REPLACE AS SHOWN IN PLANS OREMOVE HYDRANT, EXISTING HYDRANT TO BE DELIVERED TO THE CITY IN ACCORDANCE WITH THE SPECS 10 CUT AND CAP WATER MAIN IN ACCORDANCE WITH SPECS 12 TEMPORARY THRUST BLOCKING DETAIL ON W-44 13 VALVE TO BE REMOVED IN ACCORDANCE WITH SPECS 15 FILL PIPE WITH CEMENT BASED GROUT FOR ABANDONMENT 16 REMOVE TRAFFIC DETECTION LOOP AS REQUIRED FOR CONSTRUCTION 18 CONTRACTOR TO DETERMINE WHICH SS IS ACTIVE, AND RECONNECT WITH CO, ABANDON OLD SS 20 REMOVE WATER VAULT LEGEND REMOVE PIPE AND APPURTENANCES ENTIRELY AND REPLACE AS SHOWN IN PLANS ABANDON PIPE AND APPURTENANCES IN PLACE WITH CAP OR PLUG AS SPECIFIED FILL PIPE WITH CEMENT BASED GROUT FOR ABANDONMENT MILL AVE S UTILITY DEMOLITION PLANS STA LO+00 TO STA L9+60 PROJECT NO.: 18-2251 I SCALE: AS SHOWN I DATE: January 2021 R-394922 SHEET D-25 D-26 22 of 121 so O co 0 Lu U N U') N z O Lu w w Lu r-, J Lu a M N 0 N 0 M 0 0 Ln N N L0 Q) v Q i N Q) LO ra a a 0 c 0 ry N N i 00 U L �I Lu STA A9+51 23.9' L ° REROUTE EXIST 12"VCP SS 11 SSMH 62129 �_ 11 STA Al2+69 23. V LT PROVIDE TEMPORARY TO EXIST SSMH 62818 1-CB #1 RIM206 7 @ CL SS 'sue S 1 �1-CB #6 SUPPORT AND PROTECT ASREQ'D FOR SD INSTALL IE IE 25.6 E D IW / i EXIST FO DUCT DURING (ABANDONED IN PLACE) STA A9+52 19.5' LT 13 400 IE 25.3 SE A 11 CONSTRUCTION 400 STA A13+15 4.3' LT 1-48" SDMH #1 (EXIST) CB 33049 I 0 l` 12 STA Al2+69 15.1' LT O 1-SDMH #5.5 SSMH 5330 RIM 32.21 m 1 48 SDMH #5 CB 62819 RIM 32.22 E 29.6 S, 6" CONC SSMH 62818 SDMH 62148 SSMH 62147 IE 20.5 E,W ® CL ' / RIM 32.55 RIM .1 S, RIM 31.80 29.2 E, 12" CPP m IE 26.4 E, W @ CL IE 31.1 S, 6" CONIC IE 27.5 SE,NW ® CL, RIM 32.38 IE 20.5 N ' �- E 20.8 s I 11 STA A10+84, 23.4' LT - _ = = - = _ - ! �. IE 21.7 NW 1-CB #3 I W - � . . p 19 ENTER.ONLY I '� JW'62448 ° a ® STA A10+84 18.1 LT a ° a agog 12 , STOP o ° RIM.32.12 p ° EXIST TYPE 2 -T_ 1-48" SDMH #3 � 3.31= 30.3 N? 6" -CONC ° ° aER LEFT PLACE _ - - } PROTECT EXIST FRANCHISE UTIL IN PLACE 33- a ° - - - - - - _ _- _r_ _ _ _ _ _ _ - O - - - _ - - P V TV- - -44 - -. U - 23 - - - = = + _ _ _ - - - - SS - - SS - - - - S - - - - - SS - SS - - - S - - SS T - - - - SST- - - -ITS - - - - 15"PP SD -- - s - 12"C900 SD r- ss .... .. 1 .... ... \TVD- -GSS - - - - SS - - - - SS - - �; �.-.'� 12„p I Am- - SS.- .- -.- . .:-. SS o CFO DUCTS c g I Sp SSMH 62820 QLn , �CWX 2 --- - - -- ---\ m 12"PP SD -A13+00 � w � II / ii � � r�■I � ■FOUND PREVIOUSLY APPROXIMATE Ir l�, % ►� % r ��`al� ,_� 11 1 . 1 -•�+1 _ �, ink I ■ ■ i m � �� .'J s; J ` � 1; �� VU.NUl.LNlLR UNKNOWN LUMEN FO UCT- INS_ ■ • V ■ , Iwo 811DI SD r' a I \,��r�el��! 1 . ' I ' , /� \ �, - I� I • -` ` ��I _ ram, . O : ■ ` _ - • 1 •"��i\\��:'% IA • ♦ .� °�l. F ' • r •�, ��I �� :' "' i Y�'" ��i._ � � �i � ` 'gym - �/1� ♦ ill .�ilr 1 SDM 62637 RIM 31.96 IE 3.0 N, 1 CONC IE 3.0 S, 1 CONC IE 5.9 E, 2" CONC 8 STORM RECONNECTED TO EXIST SDMH #62637 LATERAL CONNECTED AT 7'-3" DEEP 50 45 35 30 25 20 15 AT&T CRITICAL FIBER CB 62661 OPTIC, PROTECT IN RIM 31.33 PLACE PER 1-07.17 28.8 N, 6" CONIC / FOUND STORM LATERAL, 305 REROUTED TO SDMH #2, 6'-8" DEEP STA A9+61, 49.9' RT 12 -4-48" SDMH #2 CONTINUATION SEE SHEET SD-15 STA A11+02, 48.0' RT 1-48" SADDLE SDMH #4 PER COR STD PLANS 201.00 AND 400.6 RIM=32.46 321 IE(OUT)12"(W) = 28.38' PLAN 0 10 20 40 60 SCALE: 1"=20' SDMH 63337 RIM 32.47 IE 28.4 S, 6" CONC IE 28.3 E, 12" CONC IE 28.3 W, 12" CONIC IE 28.4 NE, 4' CONIC CB 63515 RIM 32.22 IE 30.2 E, 6" CONC CB 63514 RIM 32.48 IE 29.8 W, 6" CONC CB 63513 RIM 32.22 IE 29.9 W, 6" CONC Mi CB #7, SEE SHT SD-40 419 I I �} I , RECORD DRAWINGS SHOW CONTRACTOR SURVEYED STRUCTURE LOCATIONS AND Q ELEVATIONS. THE ORIGINAL DESIGN W W LOCATIONS AND ELEVATIONS ARE INDICATED > O 0 ui 0 WITH STRIKETHROUGH TEXT. REFER TO O x > O P OTECT FO W/ DENS CONTRACT DOCUMENTS FOR ADDITIONAL oG W W oG F AM CUSHION, REMOVE DETAILS W Z w lc� A D REROUTE SS m Q a Q a a J ui r' O to `° 0 U) 00 H c)U o (D D N a (D > (DH O + x � N iu U) NN II M ,� � a O m EXIS ROW GR @ CL � fV � w w x� �Q x w �� a.. O x w x w x w Q w N Q 1.4 , L W V) - - - - - - - - - - - - - - - - - W - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - mw - o ' Lu = z U) w O O = u) O 185 LF 12" C900 SD @SLP=0.24% �� 47 LF 12" DI SD 127 LF 12" PP RP SD @ SLP=0.86 -SE) ISE o /o U 128 LF 15" PP SD @ SLP=0.61% @ SLP=0.11% SDMH #5.5 Q ' O PROTECT W/ DENSE STA A13+15, 4' LT 48" SDMH #1 (EXIST) 48" SDMH #3 FOAM USHION RIM=33.26 48" SDMH #5 STA A9+52, 19' LT 0 STA A10+84, 18' LT IE(IN)12"(E)=27.88 STA Al2+69, 15' LT RIM=31.80 RIM=32.42 RIM=32.89 IE(OUT)12"(W)=27.85 IE(IN)12"(N)=27.98 IE(IN)12"(E)=27.35R �z. 9Jz IE(IN)12"(E)=27.80 28-.53r IE(IN)15"(E)=26.23 2F.58 ;F!Eipj)T2Ec)_;n_nn IE(OUT)12"(S)=22.80 IE(IN)12"(N)=28.15z8.92 IE(IN)12"(N)=28.32 i!942 IE(OUT)12"(W)=22.87 (PLUG) IE(OUT)15"(W)=27.012F.F IE(OUT)12"(W)=27.80 . A9+40 A9+60 A9+80 A10+00 A10+20 A10+40 A10+60 A10+80 A11+00 A11+20 A11+40 A11+60 A11+80 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 SEO RECORD 0 Y2 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 RENTON DOWNTOWN o UTILITY IMPROVEMENTS PROJECT CONSTRUCTION NOTES: O CONSTRUCTION CL EQUALS R/W CL, SEE SURVEY CONTROL PLAN, SHT G-6 O REMOVE INACTIVE DETECTION LOOP 11 INSTALL CB PER COR STD PLAN 200.00 12 INSTALL CB PER COR STD PLAN 201.00 13 CONNECT PIPE TO EXIST DRAINAGE STRUCTURE 1s CONNECT EXIST STORM DRAIN PIPE TO NEW STRUCTURE 19 SEE PROFILE 1 ON SHT SD-40 20 SEE PROFILE 2 ON SHT SD-40 21 SEE PROFILE 3 ON SHT SD-40 22 SEE PROFILE 4 ON SHT SD-40 23 SEE PROFILE 5 ON SHT SD-40 50 NMI 35 30 25 20 15 S2NDST STORM PLAN & PROFILE STA A9+40 TO STA A14+00 R-394923 SHEET SD-3 23 of 121 no REVISION PROJECT NO.: 18-2251 I SCALE: AS SHOWN I DATE: JANUARY 2021 U H V) J N z O V) w w w w 7 J W Q M N O N O 0 U) 0 N N a� a� V) 0 Q U i N a� r� a a 0 0 ry N N i 00 U) U a� 0 L �I w RECORD DRAWINGS SHOW CONTRACTOR SURVEYED STRUCTURE LOCATIONS AND ELEVATIONS. THE ORIGINAL DESIGN 45 LOCATIONS AND ELEVATIONS ARE INDICATED WITH STRIKETHROUGH TEXT. REFER TO CONTRACT DOCUMENTS FOR ADDITIONAL DETAILS 40 1\ 110/26/20221 JJM IRECORDDRAWING NO.1 DATE I BY 35 30 25 all 15 ii7 O O M Q o <L w w = W U' z w w J U Q IE 29.2 W, 12" CONC IE 29.2 E, 12" CONC IE 30.3 N, 6" METAL(THROUGH) IE 30.3 S, 6" METAL(THROUHG) ' 4 + T STA A15+88, 23.2' LT qTA D1d4-47 7? U' IT /77\--. __ .. . - -L Li 'r a IE 30.2 E, b UUNU PLAN IE 30.1 N, 6" CONC 0 10 20 40 60 SCALE: 1"=20' o w r) > L IE 28.7 E,W @ CL IE 29.1 N IP ?Q ? CF 6' BRICK ON CONC FOUNDATION, SSMH 66949 RIM 34.36 IE 2` A E,W @ CL 12 METAL/LED, "RE T o ° o PT --- - U -� k-- T- - ---T-- - S - SS -SS ----- S2NDST... SS _ SS 2"PVC N CODUI 8" C900 SS DI /CB 66460 RIM 32.75 IE 31.0 W, 6" CONC SSMH 66398 RIM 33.27 IE 29.9 NW,S ® CL V = U7 W O w 2: m w O 0 w w EXIST GR @ V7 U) ROW CL � X w �-q X w — — — — — — ---- O + ---- — — — — — — — — — — — — — — — — — — — — — — — — — — — cn w 145 LF 12" PP SD @ SLP=0.17% W Sl:P—E). U z 48" SDMH #7 STA A15+87, 4' LT A � J 48" SDMH #6 2 STA A14+42, 3' LT ' RIM=33.97 IE(IN)8"(S)=30.32 � RIM=33.70 IE(IN)8"(N)=29.46 Q IE(IN)12 (E)=28.98 om T' "T^-rr_rr IE(OUT)12 (W)=29.23 IE(IN)8"(N)=29.42 IE(IN)8"(S)=30.20 29.99 IE(OUT)12"(W)=28.97 29-22 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 PROFILE SCALE: 1"=20' HORIZ, 1"=5' VERT NOTICE SEO 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 M 35 30 25 ki7 15 Qs] RENTON DOWNTOWN � UTILITY IWO IMPROVEMENTS PROJECT CONSTRUCTION NOTES: O CONSTRUCTION CL EQUALS R/W CL, SEE SURVEY CONTROL PLAN, SHT G-6 O PROPOSED STORM DRAIN MAY HAVE CONFLICT OR SEQUENCE CONSTRAINT WITH EXIST UTILITY TO BE ABANDONED, CONTRACTOR SHALL TAKE APPROPRIATE MEASURES TO MAINTAIN THE FUNCTIONALITY OF THE EXIST UTILITY UNTIL SUCH TIME AS IT CAN BE ABANDONED 11 INSTALL CB PER COR STD PLAN 200.00 12 INSTALL SDMH PER COR STD PLAN 201.00 13 CONNECT PIPE TO EXIST DRAINAGE STRUCTURE 15 CONNECT EXIST STORM DRAIN PIPE TO NEW STRUCTURE 19 SEE PROFILE 6 ON SHT SD-40 20 SEE PROFILE 7 ON SHT SD-40 24 CONDUCT SITE SPECIFIC UTILITY POTHOLING IN ADVANCE OF CONSTRUCTION TO CONFIRM LOCATION AND ELEVATION OF UTILITY, IF CONFLICT PREVENTS INSTALLATION OF A TYPE 1 CB, CONTRACTOR SHALL INSTALL A SHALLOW CONCRETE INLET WITH ENGINEER APPROVAL PER COR STD PLAN 200.3 AT NO ADDITIONAL COST TO THE CITY 13 CONNECT PIPE TO EXISTING DRAINAGE STRUCTURE S2NDST STORM PLAN & PROFILE STA A14+00 TO STA A16+40 R-394924 SHEET 61m 24 of 121 ■■ REVISION PROJECT NO.: 18-2251 I SCALE: AS SHOWN I DATE: JANUARY 2021 M i 0 W U N U) Ln N z O w w w w r-, J w Q M N O N O n 0) 0 U) N N Ln a) a� V) Q U i N v7 (0 L a a 0 0 ry Ln N N i 00 Ln U FI w so 1 40 1 35 1 30 1 25 1 20 1 15 1 10 5 � a I o I' I l CD CB 18707 (141563 \ w RIM 30.76 I °- - - . I IE 29.1 W, 8 PVC 695 (178159) \ \ I ' �� \� T GB 1'8710 (1400 - ° M 30.93 CB 184 5 (113735) II ° IE �g;7 E'a.8" P4'VC, ,I CB 18485 (113734) \ I IE 25.9 SW, 12" HDPE RIM 30. 7 I I IE 28.3'NW, 8" PVC STA C8+39 21.0' LT 11 112 IE 21.6 SE, 12" METAL IE 2 .4 S, 8" CONC STA C5+33 20.9' LT I 112 a o,a . a , I < IM 31.12 O _ O IE 17.8 NE, 48 METAL 1-CB # 13 11 I IE 29.8 S, 8" CONC I 1 CB # 15 IE 17.8 NW, 48" METAL I l ��. I' IE(OUT)12"(S)=27.13 IE(OUT)12"(S)=27.50 O I �I 187 8 (No ID b STA C6+85 21.0' LT 11 1 0 RIM'31.1 ° � ,.° I w Pvca 1-CB #14 -xi` I a ° I IE(OUT)12"(S)=26.57 STA C8+39 13.5' LT , STA C4+90 13.6' LT STA C5+33 13.7' LT _ _ _ > - - as - - - - �- as � - 12 1-48" SDMH #9 12 1-48" SDMH #10 0 � - - - ' ~ � � � 1-48" SDMH #12 ' � R .HALLS33125 (1 27 27 p 3 i d0lS - P --C7 - TO 0 a C STA C6+85 13.0 LT 12 a NE.WAY Q O -T --T GP- �� G -.--------U�P== _= Gp= _ a4 P- Ada--UGa --. P--1-48"SDMH#11 �IGP-- �- -3-- �_�� 0 l0 Erl -44 24 - - - - - - - - - - - - 25 - - I I 26 4 U 12"C900 SD 12"C900 SD J" 1 `� 1 1 12�'C900 SD 1 1 12"C900 SD Q o 15 „ ,I, ,_ I S3RDST TYP ____ I - w - - 12 W DI - - - - 1 I W DI - - - - - 12"W DI - - - - - 12''WkDI - - - 12 W D - - - - - 12"W DI -� - -I - 12'W DI - - - - - 12 W DI - - - - - 12"W DI - - 12"W DI - - - - 12"W DI - - - - 12"W 12''W DI - - 12"IW DI - - - - F- � C5+00 C6+00 C7+00 C8+00 �2 C9+00 � w �,�- .:I .... ... .-r. j .�- -., AT - . .- .,�A ._ - �-� - . i . r I - .}.�.. �� -1.- +- .-I .--. ,�;T .� �. ; �.� _. - I� .+.� .� � .� " �. W = ... \ • • • .. 24" C900 SS I I 24" C900 SS - I Z Ln I w I® \� I G � G � G G I � G G G G � ® 82 � G G =� 31 I I I f T T T ° I f T U I I I _ - KB-16 _ - _ - _ - - - ® - uG ° - _ ° a -r -° -- -U U 0 RIM 31.06 t �E 2 C SDMH 18144 (135877) 1-�71',METAL.POST IE 23.3 E, 8" CONC � RIM 31.36 l-G IE 23.1 NW, 12" METAL IE 26.2 N, 8" CONC CB RIM IE 24.9 E, 8" CONC YD 26457 , IE r I , IE 24.6 W, - CONC ' RIM 31.74 r ' IE 300 I 107 111 115 IE ':0 E, 3" PVC 125 ; RECORD DRAWINGS SHOW CONTRACTOR SURVEYED STRUCTURE LOCATIONS AND I ELEVATIONS. THE ORIGINAL DESIGN PLAN LOCATIONS AND ELEVATIONS ARE INDICATED WITH STRIKETHROUGH TEXT. REFER TO 0 10 20 40 60 CONTRACT DOCUMENTS FOR ADDITIONAL DETAILS SCALE: 1"=20' 'I CONSTRUCTION NOTES: O CONSTRUCTION CL EQUALS R/W CL, SEE SURVEY CONTROL PLAN, SHT G-6 11 INSTALL CB PER COR STD PLAN 200.00 12 INSTALL CB PER COR STD PLAN 201.00 15 CONNECT EXIST STORM DRAIN PIPE TO NEW STRUCTURE 24 INSTALL 5 LF OF 12-IN PP PIPE AT SLP=1.6% 25 INSTALL 5 LF OF 12-IN PP PIPE AT SLP=1.2% 26 INSTALL 5 LF OF 12-IN PP PIPE AT SLP=2.2% 27 EXIST FRANCHISE UTILITY TO BE RELOCATED BY OTHERS DURING CONSTRUCTION, CONTRACTOR SHALL COORDINATE WITH UTILITY COMPANY PRIOR TO CONSTRUCTION (D N _ � EXIST GR @ �! u u- U) w X w w ROW CL w w w o l0 0 0 0 m Q 00 154 144 LF 12" C900 @ SLP=0.45% U-) LF 12" C900 @ SLP=0.48%o 153 LF 12" SLP=0.53% C900 (a)w (� w 42 LF 12" C900 W w @ SLP=0.47% U) 48" SDMH #11 STA C6+85, 13' LT 48" SDMH #12 ww 48' SDMH #10 STA C8+39, 14' LT = STA C5+33, 14' LT RIM=31.38 RIM=31.74 U RIM-31.16 IE(IN)12"(E)=23.93 IE(IN)12"(E)=24.65 ~ IE(IN)12"(E)=23.09 IE(IN)12"(N)=26.33 IE(IN)12"(N)=26.98 Q 48„ SDMH IE(IN)12"(N)=27.50-�8 IE(OUT)12"(W)=23.90 IE(OUT)12"(W)=24.67 STA C4+90, 14' LT IE(OUT)12"(W)=23.07 RIM=31.23 i!2.3 IE(IN)12"(E)=22.87 22 -F- IE(OUT)12"(NW)=22.83 (RECONNECT) IE(IN)12"(SE)=22.83 (RECONNECTED) 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 BY REVISION NOTICE SEO RECORD 0 /Z 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 IWO IMPROVEMENTS PROJECT 35 30 25 20 15 10 E S3RDST STORM PLAN & PROFILE STA C4+80 TO STA C9+60 PROJECT NO.: 18-2251 1 SCALE: AS SHOWN I DATE: JANUARY 2021 R-394925 SHEET SD-7 25 of 121 0) M Lu U a) Lo Ln N z O U7 re w LL LL w J w a M N O N O ,-1 ,-1 ,-1 00 i 0 0) 0 Ln N N Ln a a) Q i N a� ra a a 0 c 0 ry N N i 00 In +1 U a) 0 L �I w 19] 35 OR 25 c 15 10 5 986 1.26 3 N, 6" CONC r`Q 44-1 -7 CCC CUT Cr1 1 G P LA N 0 10 20 40 60 SCALE: 1"=20' SEE SHEET SD-16 FOR CONTINUATION FOR CONTINUATION SEE SHEET SD-16 22.6 N,E,S ® CL 1 \- U 7T 1 .J CONSTRUCTION NOTES: 48IN SDMH #14, SEE SHT SD-16 O CONSTRUCTION CL EQUALS R/W CL, SEE SURVEY 48IN SDMH #15, SEE SHT SD-16 CONTROL PLAN, SHT G-6 300 11 INSTALL CB PER COR STD PLAN 200.00 CONC MON IN CASE REESTABLISHED PER DNR PERMIT 7373 - 18"Tx6"W 12 INSTALL CB PER COR STD PLAN 201.00 z AT&T CRITICAL FIBER OPTIC, O CONNECT PIPE TO EXIST DRAINAGE STRUCTURE '^ 261 PROTECT IN PLACE PER 1-07.17 09913 E 27.4 W, 12" CMP STA C13+82 18 5' LT CONNECT EXIST STORM DRAIN PIPE TO NEW E 27.4 S, 12" METAL �1-4E" SDMH ##lE 12 15 STRUCTURE 18 EXIST FRANCHISE UTILITY TO BE RELOCATED BY 0 OTHERS PRIOR TO CONSTRUCTION + 19 SEE PROFILE 1 ON SHT SD-41 •-� 20 SEE PROFILE 2 ON SHT SD-41 U� Q U) 24 INSTALL 6LF OF 12-IN PP PIPE AT SLP=1.3% w 27 O EXIST FRANCHISE UTILITY TO BE RELOCATED BY Lu = OTHERS DURING CONSTRUCTION, CONTRACTOR SHALL Z w COORDINATE WITH UTILITY COMPANY PRIOR TO J Lu CONSTRUCTION 2 U Q RECORD DRAWINGS SHOW CONTRACTOR 2: SURVEYED STRUCTURE LOCATIONS AND O v 0 Ln 06 06 ELEVATIONS. THE ORIGINAL DESIGN U) � a ~ N LOCATIONS AND ELEVATIONS ARE INDICATED EXIST GR @ w x x (3 x Lu WITH STRIKETHROUGH TEXT. REFER TO ROW CL Lu LuLuLn CONTRACT DOCUMENTS FOR ADDITIONAL U) w DETAILS ------- -- ------------------------- ------- x w ---- O o O mot_ rl �U 0 ULi Ln Q U) w U-) 0(f w w W U) Z 48" SDMH #13 118 LF 18" PP SD @ SLP=0.65% z V) 68 LF 18" PP SD @SLP=O6 ui ~ ill � = STA C9+83, 13' LT 48" SDMH #18 J � U RIM=31.39 STA C13+82, 18' LT 2 ~ IE(IN)12"(N)=27.10 _ _ R3 IE(OUT)12"(W)=25.30 " IE(IN181 E =22.099 22.42 ~ Q #163, IE(OUT)18"(S)=22.09�i STA C12H 13' RT RIM=31.06 IE(IN)18"(E)=21.08 2+.48 48" SDMH #17 IE(IN)18"(N)=21.49 STA C13+81, 10' RT IE(IN)12"(E)=27.46 2 �z -5 8r RIM=31.56 IE(IN)12"(SW)=27.30z�F IE(IN)18"(N)=21.85 z�-3r3r IE(OUT)24"(S)=20.81 z+-83r I E(OUT)18"(W) = 21.8522.33r 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\ 110/26/20221 JJM I RECORD DRAWING NO. I DATE I BY NOTICE SEO 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 no] 35 WX 25 NEI 15 10 5 S3RDST STORM PLAN & PROFILE STA C9+60 TO STA C14+40 R-394926 SHEET 26 of 121 no REVISION PROJECT NO.: 18-2251 I SCALE: AS SHOWN I DATE: JANUARY 2021 rn co I 0 Lu U N V) u N z O Lu w w Lu r-, J Lu a M N O N O ,-1 ,-1 I 0 I 0 I I Ln N N I L0 a� v 0 U N ru L d d 0 c 0 ry I N N i 00 U a) 0 L �I Lu STA C14+50, 20.9' 11 1-CB #20 STA C14+50, 15.8' 12 1-48" SDMH #19 316 AC CB #23, SEE SHT SD-20 1 48IN SDMH #20, SEE SHT SD-20 CB #22, SEE SHT SD-20 I CB 76593 AC RIM 32.07 p IE 30-9.E, 6" CONC AC �3 0 - - .. p .Q I . 27 -I p- a - SS - - - - - 5S .a - - + b, - - - 18" PP SD o C0 U = 19 o o I O Q DI - - - - 12"W DI - - 112"W - - - - 12"W DI - - Lu C15+00 �3 , - � - Lu = W I� .� Off..- .,��.. ��. .� .�.� - U) Z 24" C900 SS 33 U J 24 v L /I - - -HR.-- 62 ujw- - 4PRKG GP 6 3 Q P a a bll n I IO O I STA C14+63 21.1' RT o 1-CB #21 11 I I 315 319 I 1 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 40 1 35 1 30 1 25 1 20 1 15 1 10 5 RAISED WOOD PLTR RAISED WOOD PLTR 103 a 13' METAL & PLASTIC, W/POWER, a "3RD STREET PROFESSIONAL BLDG" 321 325 w Lu 3: 3: Lu w l In rn SEE SHEET SD-20 FOR CONTINUATION �I J. I II I O V)cm Lu CB 76773 RIM 32.15 IE 30.6 W, 6" CONC 400 SSMH 76590 ' RIM 32.74 I L 901 I�SI I It CJ.O VV,IN U I.L I 11 STA C;16+5Z 2U.B' LT I R 32.7 I II DMH 76592 I STA C17+24, 20.8 11 1-CB #27 IE- . c II a I IM 32.61 „ GANG 1-CB #26 G) I IE 30.5 SE, 4" METAL MW-4 N IE 30.8 N, 6" CONC LID 32.82 I I 12 STA C18+53, 14.2' LT AC rp"a 12"DI SD - o ELEV 32.34 @ TOP �N STA C16+04 14.0' LT 12 AC F PVC STA C17+23 15.3' 12 - 1-48" SDMH #23 _ \ I 1. I ME q y 1811 PP SD MOM, --S 3RD ST 0TYP 1915 FKIB-13 w D © `. 11 11 ' : 11 `11 21 20 24 91-- 24 22 24 �- -� Imo! i-^ ��.����i..17�- _EM •••I` ill' ° �� `,`= - • ����% ____ .'•_ I, � •� � _ � ._ -__� .. ■ 1 •I N ► ' • �Q II 1��\ 1, � ° o - _ - G I 1HR.PRK I LO o U 0o T--i II I7^ Lu 7 CB 76401 I RIM 32.31 IE 31.1 NW, 4" METAL 1 STA C16+25, 21.0' RT 11 1-CB #24 I 405 401 1 1 PLAN 0 10 20 40 60 SCALE: 1"=20' I I 1 1 I STA C17+23 20.4' RT TIED EXIST 6" STORM MAIN #' 1-CB #25 11 INTO SOUTH SIDE OF CB 28. 1 ADDED 6" CO 1 11 STA C18+41, 20.9' RT 1-CB #28 413 415 1 wr __ 1 1 _ 1 I I 42- 2 V) Lu 0 M 0 cl� m 0� C�7 U) �(D L - Ln n u� 0- �Lu m wZ) m EXIST GR @ a O a O ROW CL V) U) X w X w a oC a X X X� X� w w w�, w`._w X w w 41 0 n6 I 0 a �0�y� W + 0 0 +\\ W I 1 7--1 Uo r uQ MEEM 119 LF 18" PP SD @ SLP=0.64% cn 130 LF 18" PP SD @SLP=0.51% w w SD @ SLP=0.83% w Lu ONEWEEMOME 154 LF 18" PP Lu = IIIZ I I 48 SDMH #23 z Lu � J 48" SDMH #21 48" SDMH #22 STA C18+53, 14' LT J w = STA C16+04, 14' LT +9' ELF STA C17+23, 15' LT RIM=33.36 U U 48" §DMH #19 O RIM=32.62 - RIM=33.05 IE(IN)18"(E)=25.03 �3r u ~ Q STA C14+50, 16' LT IE(IN)18"(E)=23.62 z23.99 IE(IN)18"(E)=24.31 IE(IN)12"(S)=27.71 98.F8 Q RIM=31.77 IE(IN)12"(N)=24.32 24.55 IE(IN)12"(S)=29.42 3'9-6 IE(IN)12"(N)=27.80 z48-� IE(IN)18"(E)=22.39 22.98 IE(IN)12"(SE)=29.65 98-18 IE(IN)12"(N)=27.41 z�-8S IE(OUT)18"(W)=24.97 25.43 IE(IN)12"(N)=26.46 26--96 IE(OUT)18"(W)=23.672+99 IE(OUT)18"(W)=24.3924.F8r IE(IN)12"(S)=28.51 IE(OUT)18"(W)=22.42 3•2. 8 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 IRECORDDRAWING NO. DATE I BY NOTICE SEO RECORD 0 Y2 1 DESIGNED DRAWINGS BAW DRAWN murra IF THIS BAR DOES SEE NOTE ON NOT MEASURE 1" TTT THEN DRAWING IS CHECKED COVER SHEET NOT TO SCALE RENTON DOWNTOWN o UTILITY IMPROVEMENTS PROJECT CONSTRUCTION NOTES: 1 CONSTRUCTION CL EQUALS R/W CL, SEE SURVEY CONTROL PLAN, SHT G-6 11 INSTALL CB PER COR STD PLAN 200.00 12 INSTALL CB PER COR STD PLAN 201.00 is EXIST FRANCHISE UTILITY TO BE RELOCATED BY OTHERS PRIOR TO CONSTRUCTION 19 SEE PROFILE 3 ON SHT SD-41 20 SEE PROFILE 4 ON SHT SD-41 21 SEE PROFILE 5 ON SHT SD-41 22 SEE PROFILE 6 ON SHT SD-41 24 CONDUCT SITE SPECIFIC UTILITY POTHOLING IN ADVANCE OF CONSTRUCTION TO CONFIRM LOCATION AND ELEVATION OF UTILITY, IF CONFLICT PREVENTS INSTALLATION OF A TYPE 1 CB, CONTRACTOR SHALL INSTALL A SHALLOW CONCRETE INLET WITH ENGINEER APPROVAL PER COR STD PLAN 200.3 AT NO ADDITIONAL COST TO THE CITY 27 EXIST FRANCHISE UTILITY TO BE RELOCATED BY OTHERS DURING CONSTRUCTION, CONTRACTOR SHALL COORDINATE WITH UTILITY COMPANY PRIOR TO CONSTRUCTION 35 30 25 20 15 10 5 S3RDST STORM PLAN & PROFILE STA C14+40 TO STA C18+80 R-394927 SHEET Am 27 of 121 no REVISION PROJECT NO.: 18-2251' SCALE AS SHOWN I DATE: JANUARY 2021 U N H V) N z O ne w w w w J w Q M N O N O \ O 0 0) 0 a Ln N N 1 L0 a� v v7 0 a U i N ru L d d 0 c 0 ry N N i 00 U L I_I w CB #29, SEE SHT SD-21 1 35 1 30 1 25 1 20 15 10 5 SEE SHEET SD-21 FOR CONTINUATION 12"W DI-o 12"4-91- --12"W -EC22+00 / 0 1 C 3+00CH.ONLY R1+00 I 451 �--_34� 80 �6 I 1 0 STA C19+18 30.6' RT 12 1-k-D -*s� "U,-' IU� -_I I - 1-48" SDMH #26 --_71 74017yI I Ir6 SpyU li P- - 5 D AIN10. DRA1N10.GRATE ATE -- - - U G P 4 6 27 1 19 © _ _ a o0 47 1 �I 15 P -7 7-1 NO.PRKG 35- P O� I l� STA C19+27 37.3' RT 11 I I `r0 + 1-CB #31 21 O TA C21+96, 11.7' RCB 74659 T a` STORM DRAIN GRATE 12 I -60" SDMH #29 U) � II RIM 33.09 = LJJ I IE 22.6 E, 4" METAL CB 73420 o \ AC IE 31.9 NW, 6" CONC RIM 35.15 Tj SDMH 74660 IE INACCESSIBLE, CL GED I C Q i � G RIM 33.50 IE 31.5 SE, 6" CONC 1 U % IE 31.5 W, 6" CONC 505 507 509 IE 31.5 N, 6" CONC I I I Ze I I �Ze PLAN 0 10 20 40 60 > 8 1 1 1 1 z U � o SCALE: 1"=20' w co O u) l / \ U rn rn I EXIST CB AND PIPE LEFT IN PLACE CB 73854 RIM 35.51 IE 32.7 NE, 6" CONC IE 32.8 S, 6" CONC SPIKE 111 .. a EXIST GR @ V) �p m N N O H H ROW C L V) �--, W U) a iu L cl M II � � � XX X w O� X � �w X X � X ww - - - - -- - __ ___ ___ w a w w w ---- ---- - - - - - p o0 0 =2 54% - 00 0 0 136LF12"Pp�(S;D@SLP 00 ,--I 141 LF 12 �� PP SD @ SLP=1.97% 48" SDMH #28 STA C21+98, 17' LT 48" SDMH #27 RIM=35.51 - 69 LF 18" PP SD cl) STA C20+63, 15' LT IE(IN)12"(S)=32.72 99.+t w U @ SLP�0.58% RIM=34.73 IE(OUT)12"(W)=32.19�z-fir& w IE(IN)12"(E)=28.75 i946 w= W .. IE(IN)12"(S)=30.72 3+-9t 48" SDMH #25 STA C19+22, 15' LT IE(IN)12"(N)=31.00 IE(OUT)12"(W)=28.7929-6 Lu L J 2 RIM = 3 3.61 -- �H�9�� uIE(IN)12"(E)=26.01 -26.28 Q IE(IN)12"(N)=26.01 IE(IN)12"(S)=25.98 IE(OUT)18"(W)=25.43 2!5.F8, 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 PROFILE SCALE: 1"=20' HORIZ, 1"=5' VERT 1\ 110/26/20221 JJM I RECORD DRAWING NO.1 DATE I BY NOTICE SEO 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 murraVSMi mt COVER SHEET EA CONSTRUCTION NOTES: O CONSTRUCTION CL EQUALS R/W CL, SEE SURVEY CONTROL PLAN, SHT G-6 11 INSTALL CB PER COR STD PLAN 200.00 12 INSTALL CB PER COR STD PLAN 201.00 1s CONNECT EXIST STORM DRAIN PIPE TO NEW STRUCTURE 18 EXIST FRANCHISE UTILITY TO BE RELOCATED BY OTHERS PRIOR TO CONSTRUCTION 19 SEE PROFILE 7 ON SHT SD-41 20 SEE PROFILE 8 ON SHT SD-41 z1 SEE PROFILE 1 ON SHT SD-42 22 SEE PROFILE 6 ON SHT SD 41 PROFILE 2 ON SHT SD-42 24 CONDUCT SITE SPECIFIC UTILITY POTHOLING IN ADVANCE OF CONSTRUCTION TO CONFIRM LOCATION AND ELEVATION OF UTILITY, IF CONFLICT PREVENTS INSTALLATION OF A TYPE 1 CB, CONTRACTOR SHALL INSTALL A SHALLOW CONCRETE INLET WITH ENGINEER APPROVAL PER COR STD PLAN 200.3 AT NO ADDITIONAL COST TO THE CITY z7 EXIST FRANCHISE UTILITY TO BE RELOCATED BY OTHERS DURING CONSTRUCTION, CONTRACTOR SHALL COORDINATE WITH UTILITY COMPANY PRIOR TO CONSTRUCTION 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 5 RENTON DOWNTOWN o UTILITY 'WO IMPROVEMENTS PROJECT S3RDST STORM PLAN & PROFILE STA C18+80 TO STA C22+80 R-394928 SHEET SD-10 28 of 121 no REVISION PROJECT NO.: 18-2251 I SCALE: AS SHOWN I DATE: JANUARY 2021 CONSTRUCTION NOTES: LU U N (n J V) N z O V) ne w LL LL w r-, J W Q M N O N O 0 0 Ln N N L0 a v Q i N a� ra a a 0 c 0 ry N N i 00 V) 11 U L �I w 0 132147 E s NW VI@ .m 35 30 25 20 15 10 SEE SHEET SD-3 FOR CONTINUATION MMN RR463 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 PLAN 0 10 20 40 60 SCALE: 1"=20' a F STA F4+47, 20.9' L tl O CONSTRUCTION CL EQUALS R/W CL, SEE SURVEY CONTROL PLAN, SHT G-6 11 INSTALL CB PER COR STD PLAN 200.00 12 INSTALL CB PER COR STD PLAN 201.00 13 CONNECT PIPE TO EXIST DRAINAGE STRUCTURE 1s CONNECT EXIST STORM DRAIN PIPE TO NEW STRUCTURE 16 PRIOR TO CONSTRUCTION, CONTRACTOR SHALL + CONTACT CITY ENGINEER TO DETERMINE THE ACTUAL Ln EXIST LATERAL STORM DRAIN LOCATION AND TO LL VERIFY IF THE EXIST STORM DRAIN LATERAL IS ACTIVE, Q ;' IF STORM DRAIN LATERAL IS ACTIVE, RECONNECT o LO EXIST PIPE TO NEW STORM DRAIN PIPE WITH (j NYLOPLAST FITTING OR APPROVED EQUAL, PER THE W Lu w SPECIFICATIONS Zw /. n\ 7bTT\/ T/l A � rC BE RE E)e +EB & U) u19 SEE PROFILE 3 ON SHT SD-42 �B SEE PROFILE 4 ON SHT SD-42 21 SEE PROFILE 5 ON SHT SD-42 el HSE 7bTT1/ +E) BE RE1 E)e A+EB Bl\ iri � a N u EXIST GR @ 0 u') U) x ROW CL 0c x x w a w -- — w — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — ---- — — — — — — — — — — — — — — — ---- — — — — — — — — — — — — — ----- — — — — — — — — O — -- t 10 F1 F1 F1 + o Ln LL O Q �Ln e— Lu O W w o z= 67 LF 18" PP SD �� o 142 LF 18 PP SD @ SLP=0.17 /o uj J w = Ln 127 LF 18" PP SD @ SLP=0.24% b' @SLP=0.89% (� EXIST SDMH #68466 8.94% 48" SDMH #2 STA F2+32, 17' RT 48" SDMH #30 48" SDMH #31 48" SDMH #32 Q STA A9+61, 50' RT RIM-31.46 STA F2+53, 15' RT STA F3+80, 15' RT STA F4+47, 15' RT SEE SHT SD-3 IE(IN)12"(N)=22.90 RIM=31.31 ��"-� RIM=31.62 - RIM=31.67 IE(OUT)18"(S)=22.90 IE(IN)18"(N)=22.76 ii!-.8r4 IE(IN)18"(N)=22.51 z�'z 8r IE(IN)18"(N)=22.01 IE(OUT)12"(E)=24.00 IE(IN)12"(W)=27.44 8 IE(IN)12"(E)=23.80 24. E 23.28-IE(IN)12"(W)=22.97 IE(OUT)12"(W)=24.00 IE(IN)12"(E)=23.48 23--6+ IE(IN)12"(W)=27.75 26-B8 24.26 IE(IN)12"(E)=24.08 i IE(OUT)18"(S)=22.82 IE(OUT)18"(S)=22.61 z;P%44zP� 48IE(OUT)18"(S)=22.00 21LF18"PP SD@ SLP=0.66% err F1+00 F1+20 F1+40 F1+60 F1+80 F2+00 F2+20 F2+40 F2+60 F2+80 F3+00 F3+20 F3+40 F3+60 F3+80 F4+00 F4+20 F4+40 F4+60 F4+80 F5+00 F5+20 F5+40 F5+60 PROFILE SCALE: 1"=20' HORIZ, 1"=5' VERT 1\ 110/26/20221 JJM I RECORD DRAWING NO. I DATE I BY NOTICE SEO 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 murraVSMi mt COVER SHEET EA RENTON DOWNTOWN o UTILITY IMPROVEMENTS PROJECT .m 35 30 25 20 15 10 SHATTUCK AVE S STORM PLAN & PROFILE STA FO+00 TO STA F5+60 R-394929 SHEET SD-15 29 of 121 no REVISION PROJECT NO.: 18PROJECT NO.: 18-22511SCALE: AS SHOWNIDATE: JANUARY 2021AS SHOWNIDATE: JANUARY 2021 O� rn Co O Lu U N z O ry w LL LL w J w Q M N O N O TV 0 0, 0 U) N N a� a� v7 Q i N a� r° a a 0 C 0 s= ry Ln N N i 00 U �I w 1 35 1 30 1 25 1 20 1 15 1 10 5 SEE SHEET SD-8 FOR CONTINUATION CB 26961 30.96 IE 27.4 W, 12" CMP IE S 27.4 , 12" METAL � I CONC MON IN CASE REESTABLISHED CB 2.4 S, RIM 6852 PER DNR PERMIT 7373 - 18 Tx6 W 0.83 IE 26.4 E, 12" CPP I IE 26.5 N, 12" CONC II 301 IE 26.2 W, 12" CONC I M I I 12 STA F 10 + 01 18.2' LT 1-CB #53 W/RECTANGULAR FRAME & VANED GRATE AT&T CRITICAL SSMH 26850 I (� �' CB #19 SEE SHT SD-8 CB 69591 FIBER OPTIC, RIM 30.7E CUSHION PER THE CHANGED TO TYPE 1 CB PROTECT IN PLACE RIM 0.00 I CB 70375 IE -8.6 N,E,S ® C 4 I I SSMH 26851 awl CB 6897E RIM 31.22 RII 2 12" CONCI IE 23.E E,W - 1 ®j WE •° i ss I e I SEE DET 2, SHT SD-45 � I STA F7+73 21.3' LT 12 1-48" SDMH #56 W/ RECTANGULAR FRAME & VANED GRATE I PLACE DENSE FOAM • lie 'j 01 • 28.8 • .� ` ' • 1 BETWEEN ` • ® . ■ 1 RIM IE " 1 . , REPAIRED EXIST FRAM : ' ` RIM 29.73 - - .�ME I , .RIM IE 26.8 S, • 6" CONC 1. • A C- AC 11 �-J& AC CLAY SS LATERAL :: PVC @ .. i .:eo7 n 11 • CI:111 OVA Oil-Jt� _� , .� AMil A-mm I • 12"W PLACE PER 1-07.17 • • � Wx�= - U00 �• �� 1 .. ••'SD O24" PP • •PON • SDMH #16, SEE SHT SD-8/ - 13 22 1-CB #44 , I I P - P- -3' - - - U / SPi CB # 18, SEE SHT SD-8i SSMH 69595 CON FILL E CB 70005 I SD 2669 1 RIM .6 N 13 RIM 29.69 a IE 22.E N,S � cL I I STA F10+01 15.2' R 12 IE 28.1 SE, 4" PVC STA F5+98 10.9 RT RI 30.74 1 IE 28.4 SE, 4" PVC a 12 IE 22.1 N,S, NW IF 22.8E IE 28.4 NW, 4" PVC I I Q 1-48 SDMH #15 IE 26.4 , 12" CONC CB 69599 STA F7+70 11.9' RT 3 1-48" SDMH #35 SDMH 25291 - 338) \ II RIM 30.12 12 SDMH 69907 I RI 7 9,75 1 ® RIM 29.73 TIED INTO EXIST CB IE 26.5 S, 6" CONC IE 29.3 N, 6" CONC 1-48" SDMH #33 RIM 30.69 RIM 30.88 IE 27.3 E, 12" CONC IE 21.8 N,S, 12" CONC I I I M IE 27.3 NE, 6" CONC IE 25.4 NE, 12" METAL STA F5+89 15.E RT c� IE 25.8 W, 12" CMP a 1-48" SDMH #14 12 CI 21.3E F IE 23.5 E, 12" CONC I I � SDMH 25292 L J IEM27.83N, 12" METAL 1 STA F7+70 20.6' RT I RIM 31.01 1 j IE 27.8 W, 12" METAL 1 1-CB #42 11 13 STA F9+60 28.0' R IE 25.9 E, W, 12" CMP STA F9+24 15.1 R o �E_2�.2.SrlZtadEtAL STA F5+86 21.1' RT 11 a SDMH 25290 12 �� z 1-CB #46 1-60 SDMH #34 I I � 1-CB #17 IM 30.96 SDMH 25300 I I 3: I a RIM 31.01 zIE 27.6 SE, 8" CONuCulNu IE 25.9 E, W, 12" CMP al- I W f- IE 22.8 ELf), W/THROUGH PIPE, 12" CONC I IE 27.2 S, 12" METAL ACI + II / a IE 27.0 NW, 6" METAL CB 25293 I I I I (n CB 25298 P LA N RIM 30.65 I O RIM 30.76 207 220 I IE 26.2 E, 12" CMP I I o \ IE 28.7 E, 12" METAL 0 10 20 40 1 60 8 CON oo ,1 SCALE: 1"=20' u) Q !I, kI Ln rnl rn 12I n z r� 0 aim CONSTRUCTION NOTES: (DCONSTRUCTION CL EQUALS R/W CL, SEE SURVEY CONTROL PLAN, SHT G-6 11 INSTALL CB PER COR STD PLAN 200.00 12 INSTALL CB PER COR STD PLAN 201.00 13 CONNECT PIPE TO EXIST DRAINAGE STRUCTURE 1s CONNECT EXIST STORM DRAIN PIPE TO NEW STRUCTURE 16 PRIOR TO CONSTRUCTION, CONTRACTOR SHALL CONTACT CITY ENGINEER TO DETERMINE THE ACTUAL EXIST LATERAL STORM DRAIN LOCATION AND TO VERIFY IF THE EXIST STORM DRAIN LATERAL IS ACTIVE, IF STORM DRAIN LATERAL IS ACTIVE, RECONNECT EXIST PIPE TO NEW STORM DRAIN PIPE WITH NYLOPLAST FITTING OR APPROVED EQUAL, PER THE SPECIFICATIONS 18 EXIST FRANCHISE UTILITY TO BE RELOCATED BY OTHERS PRIOR TO CONSTRUCTION 19 SEE PROFILE 6 ON SHT SD-42 20 SEE PROFILE 7 ON SHT SD-42 21 SEE PROFILE 8 ON SHT SD-42 22 SEE PROFILE 1 ON SHT SD-43 �p SEE PROFILE 2 ON SHT SD-43 24 CONDUCT SITE SPECIFIC UTILITY POTHOLING IN ADVANCE OF CONSTRUCTION TO CONFIRM LOCATION AND ELEVATION OF UTILITY, IF CONFLICT PREVENTS INSTALLATION OF A TYPE 1 CB, CONTRACTOR SHALL INSTALL A SHALLOW CONCRETE INLET WITH ENGINEER APPROVAL PER COR STD PLAN 200.3 AT NO ADDITIONAL COST TO THE CITY 27 EXIST FRANCHISE UTILITY TO BE RELOCATED BY OTHERS DURING CONSTRUCTION, CONTRACTOR SHALL COORDINATE WITH UTILITY COMPANY PRIOR TO CONSTRUCTION a m �' �= U�N U) co a �Q m O a 5 a Lu N i� w �� w (D U ��O X cn Ln En O 0 w a ww w w ww w a w ww w~ ROW CL w w � (n w X w 13 LF 18" PP SD @ ----- - -- - - --- --- SLP=0.23% - ---- --- _ ____ 10LF18"PP SD@ 8 ° SLP=1.75% 0 0 O ° a00000 ° 8 + 0 LL kD 0 v) + Ln 0 (n w LLO Lu Lu � z ' 108 LF 24" PP SD @ SLP=0.30% „' Lr 24" � ~ 154 LF 24" PP SD @SLP-0.65% - - 389i 77 LF 24" PP SD @ SLP=0.18% = cwn w W 48" SDMH #15 �° U = z STA F5+98, 11' RT 48" SDMH #16 RT,� RIM=31.12 2-69 -IE(IN)18"(NW)=21.58 SEE SHT SD-8 48" SDMH #33 STA F7+70, 12' RT ' 60" SDMH #34 STA F9+24, 15' RT Q = U z2+.69 IE(OUT)18"(S)=21.58 RIM=30.70 - RIM=30.65 48" SDMH #14 IE(IN)24"(N)=20.49 zz6-.6B 2 6-.+8 IE(IN)24"(N)=19.46 Q STA F5+89, 16' RT IE(IN)12"(W)=25.07 254 & IE(IN)12"(NW)=26.98 48" SDMH #35 RIM=31.03 64 LF 18" PP SD @ IE(IN)12"(E)=23.64 23-5& IE(IN)12"(E)=22.85 STA F10+01, 15' RT RIM=30.13 IE(IN)18"(N)=21.76 SLP=0.14/o o IE(OUT)24"(S)=20.46 28.63r 26--Ad IE(IN)12"(S)=26.19 IE(IN)24"(N)=19.60 +9.84 21-Fi! IE(IN)12"(S)=21.85 8.33% 2848 IE(OUT)24"(S)=19.46 IE(IN)12"(E)=20.06 28..i4 26--88 IE(IN)12"(NW)=27.09 �� - IE(OUT)18"(SE)=21.76 IE(OUT)24"(S)=19.58 +9.84 F5+60 F5+80 F6+00 F6+20 F6+40 F6+60 F6+80 F7+00 F7+20 F7+40 F7+60 F7+80 F8+00 F8+20 F8+40 F8+60 F8+80 F9+00 F9+20 F9+40 F9+60 F9+80 F10+00 F10+20 F10+40 PROFILE SCALE: 1"=20' HORIZ, 1"=5' VERT 1\ 110/26/20221 JJM I RECORD DRAWING NO. DATE BY NOTICE SEO RECORD 0 Yz 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 • RENTON DOWNTOWN o 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 5 SHATTUCK AVE S STORM PLAN & PROFILE STA F5+60 TO STA F10+40 R-394930 SHEET SD-16 30 of 121 no REVISION PROJECT NO.: 18-2251 I SCALE: AS SHOWN I DATE: JANUARY 2021 O C'O 0 W U a) V) J N z O V) ne w w w w J w a M N 0 N 0 I 0 0) 3 I 0 V) I I N N I L0 a) v Q i N a) L0 ra a a 0 c 0 I N N i 00 U L �I w um 35 30 25 am 15 10 5 F5:0I80f 12 STA F10+83 18.2 LT 336 1-48" SDMH #54 . , K 12 STA F12+04, 29.6' LT i Lt/1-48" SDMH #37 W/RECTANGULAR STA F11+85 27.6' LT Z X FRAME &VANED GRATE 11 1-CB #50 IL L/.V JYY, V VV NC AT&T CRITICAL FIBER IE 28.1 NW, 4" CONC OPTIC, PROTECT IN Z PLACE PER 1-07.17 O 4 30� 77 ' ,� , + - 24 UGP- - - >7G1�UGP- _ -- �` �f PC l/ O I -- - -- 18 - --- I - - - - - 16"W CI- ' a - - - Q uo F11+00 =4- - - - -DD= - FLU •••. 1 TYP ww • • .... :1112 Z 24 PP SD wJ=-Sp ---� 19 ----SD-----�� - -SD -- -- U ~ Q - G - - -- 3'UGP-- --UG - - - -- Gf�= - - STA F10+82 12.5' RT 6 - 12 1-48" SDMH #36 SDMH 70868 STA F 10 + 81 21.4' RT 11 1-CB #49 RIM 29.25 IE 21.8 N, 18" CONC IE 21.8 S, 18" CONC CB 70830 1 20 RIM 29.28 IE 27.3 E, 6" CONC „STA F12+02, 21.4' RT 1 1 - 1-CB #51 J -8, CONTRACTOR SHALL VERIFY • EXIST SD ELEVATION PRIOR TO i = I CONSTRUCTION. FINAL DEPTH OF 416 4' SSMH 70833 SDMH #37 SHALL BE PER CHANGED TO TYPE 1 CB RIM 30.19 DIRECTION OF CITY ENGINEER I I � 4 IE 21.4 N IE 21.4 S 400 408 STA F13+65 20.5' LT 12 418 I IE 22.2E I STA STA F12+37 27.1' LT W/RECTANGULAR 15 P CB 11 1-CB #52 - ' FRAME & VANED GRATE CB 28673 � RIM 28.99 LID 29.03 RIM 28.37 IE 27.9 N ONC ELEV 28.69 OP OF PVC IE 26.6 W, 6" CONC o I SPIKE 119. ......... _ _ T - a = - AT&T CRITICAL FIBER OPTIC, - - 12"DI SD - =- _ - 1. _ _ _ _u -- - PROTECT IN PLACE PER 1-07.17 a %a a O P- `G T O 21 + Ln 2 MW-8 REESTABLISHED PER DNR ,-� 6 (n I $ r W CI - - - - - 16 W CI - - - - 1 F W CI - - - - - I16"W CI - - - - - 16"W CI - = 1�6"ICI - - - - - 16" � PERMIT 7373 -18"T x 6"W - ---T- - - - -T- -� 0---- T-}----T----- T-----T--I- �T- LL,� F13+00 a F14+00 I F15 Q o I - - - - - - r-1 �5 I /N - - Lu 14"PP SD n 0 16 SHA I I UCK AVE S I II w Lu = _ _ _ 30 • 22 . z Cn G G o 3611PP.SD . .. .■: .. .. : 361� PP SD _ _ - - � w J w --SD --LSD - - -- SD - SD --SD ---- D = - _ - - --SD -- --SD - - - - - SD = a - U 15 20 .4 a AC AC 16 a a.. 16 4 .�9 16 a Q -- - - - - GP - -UGP- - - -P O AC SDMH 70832 , STA F 12 + 13 15.3 RT RIM 29.71 12 STA F13+64 13.8' RT IE 21.8 N,S, 12" CONC 1-60" SDMH #39 12 1-60" SDMH #40 IE 22.4 W, 6" CONC IE 22.5 E, 8" PVC SDMH IE 25.4 SE, 4" CONC RIM 29.7440 STA F13+65 21.5' RT 11 IE 21.7 N,S,NE, 12" CONC 1-CB #54 IE 22.0 N, 18" CONC IE 27.2 W, 6" CONC IE 25.0 E, 10" PVC STA F12+04, 16.4' RTC 1-60" SDMH #38 1G PLAN 0 10 20 40 60 SCALE: 1"=20' RECORD DRAWINGS SHOW CONTRACTOR a a SURVEYED STRUCTURE LOCATIONS AND ELEVATIONS. THE ORIGINAL DESIGN LOCATIONS AND ELEVATIONS ARE INDICATED X w wLO x WITH STRIKETHROUGH TEXT. REFER TO w w CONTRACT DOCUMENTS FOR ADDITIONAL EXIST GR @ DETAILS ----- ROW CL O L1 J o J ko u- I u- co I cn cn I-- 9 LF 24" PP SD @ 1 w = LU SLP=1.74% O Lu = U)z �� zU) w J J w 81 LF 24" PP SD 121 LF 24" PP SD @ SLP=0.16% = _ U) 152 LF 36" PP SD @ SLP=0.19% 149 LF 36" PP SD @ SLP=0.15% U @ SLP=0.20% % U 8.34 T E). 2 3 % 8.25% Q 48" SDMH #36 60" SDMH #39 60" SDMH #40 Q STA F10+82, 12' RT 60" SDMH #38 STA F12+13, 15' RT STA F13+64, 14' RT RIM=30.04 STA F12+04, 16' RT RIM=29.60 RIM=29.39 ,L, q 4 +9.5F IE(IN)24"(N)=19.42 I T p-q- --+ RIM=29.54 IE(IN)24"(N)=19.11 IE(IN)36"(N)=18.49 +8.F8 IE(IN)12"(E)=20.03 IE(IN)24"(N)=19.17 IE(IN)6"(W)=22.45 (RECONNECT) IE(IN)12"(W)=23.93 z�-G8 +5_IE(IN)12"(W)=24.03 -IE(IN)18"(E)=19.21 IE(OUT)36"(S)=18.78 +9-+- IE(IN)12"(E)=21.69 +9.55z IE(OUT)24"(S)=19.37 24.RF IE(IN)12"(W)=21.55 IE(OUT)36"(S)=18.48 +8-:F8r 22..88 IE(IN)18"(N)=21.58 (RECONNECT) IE(OUT)24"(S)=19.27 F10+40 F10+60 F10+80 F11+00 F11+20 F11+40 F11+60 F11+80 F12+00 F12+20 F12+40 F12+60 F12+80 F13+00 F13+20 F13+40 F13+60 F13+80 F14+00 F14+20 F14+40 F14+60 F14+80 F15+00 PROFILE SCALE: 1"=20' HORIZ, 1"=5' VERT 1\ 110/26/20221 JJM I RECORD DRAWING NO. DATE BY NOTICE JAM RECORD 0 /Z 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 RENTON DOWNTOWN o UTILITY 'WO IMPROVEMENTS PROJECT CONSTRUCTION NOTES: O CONSTRUCTION CL EQUALS R/W CL, SEE SURVEY CONTROL PLAN, SHT G-6 O REPLACE SURVEY MONUMENT PER CITY STANDARD DETAIL H031 AS REQUIRED FOR CONSTRUCTION 11 INSTALL CB PER COR STD PLAN 200.00 12 INSTALL CB PER COR STD PLAN 201.00 1s CONNECT EXIST STORM DRAIN PIPE TO NEW STRUCTURE 16 PRIOR TO CONSTRUCTION, CONTRACTOR SHALL CONTACT CITY ENGINEER TO DETERMINE THE ACTUAL EXIST LATERAL STORM DRAIN LOCATION AND TO VERIFY IF THE EXIST STORM DRAIN LATERAL IS ACTIVE, IF STORM DRAIN LATERAL IS ACTIVE, RECONNECT EXIST PIPE TO NEW STORM DRAIN PIPE WITH NYLOPLAST FITTING OR APPROVED EQUAL, PER THE SPECIFICATIONS 18 EXIST FRANCHISE UTILITY TO BE RELOCATED BY OTHERS PRIOR TO CONSTRUCTION 19 SEE PROFILE 3 ON SHT SD-43 20 SEE PROFILE 4 ON SHT SD-43 21 SEE PROFILE 5 ON SHT SD-43 22 SEE PROFILE 6 ON SHT SD-43 24 CONDUCT SITE SPECIFIC UTILITY POTHOLING IN ADVANCE OF CONSTRUCTION TO CONFIRM LOCATION AND ELEVATION OF UTILITY NER 35 25 IrMs 15 10 5 SHATTUCK AVE S STORM PLAN & PROFILE STA F10+40 TO STA F15+00 R-394931 SHEET SD-17 31 of 121 no REVISION PROJECT NO.: 18-2251 I SCALE: AS SHOWN I DATE: JANUARY 2021 n C7 Cy) M i i 0 Lu U N U) N z O V) rY w LL LL w J W Q (y) N O N O ,-1 00 TV 0 V) 0) 3 0 N N a) a� u7 Q i N a� ra a rz 0 c 0 +-0 ry Ln N N i 00 U ri �I w STA F15+11 20.4' LT 11 1-CB #55 I CB 28929 INVERT ELEVATIONS OF PIPE IN SDMH IM 28.30 28665 IS BASED ON AVAILABLE RECORD IE 24.9 E, 12" CPP 432 450 DRAWING DATA, CONTRACTOR SHALL I SDMH 29396 AT&T CRITICAL FIBER OPTIC, CONFIRM INVERT ELEVATIONS PRIOR RIM 28.61 PROTECT IN PLACE PER 1-07.17 AT&T CRITICAL FIBER OPTIC, IE INACCESSIBLE, BOLTED TO CONSTRUCTION PROTECT IN PLACE PER 1-07.17 SSMH 28669 CB 28961 RIM 28.74 RIM 27.69 18 � AC SP EDB MP IE 19.4 N-S @ C 12" PVC IE 25.5 W, 12" IRON -a '6a a S o . AC 35 RECORD DRAWINGS SHOW CONTRACTOR SURVEYED STRUCTURE LOCATIONS AND ELEVATIONS. THE ORIGINAL DESIGN LOCATIONS AND ELEVATIONS ARE INDICATED WITH STRIKETHROUGH TEXT. REFER TO 30 CONTRACT DOCUMENTS FOR ADDITIONAL DETAILS 1 110/26/20221 JJM I RECORD DRAWING NO. DATE I BY 25 20 15 10 5� C .: i �. ► ► - II„„19:;,11 �� .,, � _ _ -.5.; .��• ,� � e ►�� ll,I,il:�:7�,lll .,. O 11 . . 11 :: c� •M • . . :1 CIO • ' ' r� sz!I i o T��' u � u�11���A� 1�'\ /u R7A�l'I,�1F11��ri/��f•/�. �!� ■ � � � \ SDMH 8668 IM28.3 IE 20.8 12" CONC IE 20.8 S, 12" CONC ��+, ., , .1�• "7..�1r " CONC STA F 15 + 14 11.1' RT 12 1-60" SDMH #41 STA F 15 + 12 21.6' RT 11 1-CB #56 n SDMH 28666 Hu RIM 27.98 IE 23.0 W, 12" CPP IE 20.4 S, 12" CONC IE 20.4 N, 12" CONC CB 28667 RIM 27.62 IE 24.0 W, 12" CPP STA F15+47, 14.7' RT 1 1-60" SDMH #42 PI AN ' w Cr CD SSMH 29397 RIM 27.85 6w _ = IE 18.7 N-SE @ CL 18" PVC �lv T - - - SS - - SDMH 29398 RIM 27.04 AC IE INACCESSIBLE, BOLTS STRIPPED - SDSD-----SD -- a� / T � I - 01 1190 1 RIM 28.09 STA F16+26 14.1' RT IE 20.2 N, 12" CONC 1-60" SDMH #43 12 IE 17.1 W, 12" CONC \ IE S, INACCESSIBLE -TOO FAR UNDER RISER IE E, INACCESSIBLE -TOO FAR UNDER RISER 0 10 20 40 60 SCALE: 1"=20' d M EXIST GR @ U) ul) U) ROW CL w w w 0 0 O O O +Ln Q � Q 0 Q w (~ 79 LF 36" PP SD @ SLP=0.00% err w W = r60" SDMH #42 EXIST SDMH #28665 iw J STA F15+47, 15' RT cn = - RIM=28.43 STA F16+56, 15' RT U z�6-.8r� IE(IN)12"(E)=20.43 RIM=28.10 6 +8.36 IE(IN)36"(N)=18.03 IE(IN)36"(N)=17.81(EXIST) -IE(OUT)36"(S)=17.93 60" SDMH #43 IE(IN)12"(E)=25.32 (EXIST) -3.r734 LF 36" PP SD @ STA F16+26, 14 RT IE(OUT)12 (W)=24.0( EXIST) SLP=0.53% RIM=28.03 IE(OUT)48"(S)=17.55 60" SDMH #41 +8.+& IE(IN)36"(N)=17.93 r" F' 5 ' " 3' R+ STA F15+14, 11' RT +8-+8�_IE(OUT)36"(S)=17.83 \_30 LF 36" PP SD @ _Nq- _ RIM=28.76 234.8$ IE(OUT)12"(W)=22.03 +8.4+ IE(IN)36"(N)=18.26 SLP=0.0 22- +. IE(IN)12"(W)=22.76 % 26-48. IE(IN)8"(E)=26.21 +8.4+_IE(OUT)36"(S)=18.21 F15+00 F15+20 F15+40 F15+60 F15+80 F16+00 F16+20 F16+40 F16+60 F16+80 F17+00 PROFILE SCALE: 1"=20' HORIZ, 1"=5' VERT NOTICE SEO RECORD 0 Yz 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 0 RENTON DOWNTOWN � UTILITY IMPROVEMENTS PROJECT CONSTRUCTION NOTES: O CONSTRUCTION CL EQUALS R/W CL, SEE SURVEY CONTROL PLAN, SHT G-5 11 INSTALL CB PER COR STD PLAN 200.00 12 INSTALL CB PER COR STD PLAN 201.00 13 CONNECT PIPE TO EXIST DRAINAGE STRUCTURE 1s CONNECT EXIST STORM DRAIN PIPE TO NEW STRUCTURE 18 EXIST FRANCHISE UTILITY TO BE RELOCATED BY OTHERS PRIOR TO CONSTRUCTION 19 SEE PROFILE 7 ON SHT SD-43 27 EXIST FRANCHISE UTILITY TO BE RELOCATED BY OTHERS DURING CONSTRUCTION, CONTRACTOR SHALL COORDINATE WITH UTILITY COMPANY PRIOR TO CONSTRUCTION SHATTUCK AVE S STORM PLAN & PROFILE STA F15+00 TO STA F16+00 R-394932 SHEET SD-18 32 of 121 no REVISION PROJECT NO.: 18-2251 I SCALE: AS SHOWN I DATE: JANUARY 2021 CONSTRUCTION NOTES: co W L U (n J N z O V) ry w LL w w J w Q IN M N 0 N 0 rn 1 0 0 3 0 U7 1 1 U) N N 1 a� a� v7 0 Q U i N a� r� a a 0 0 ry 1 Ln N N i 00 U �I w CB 62819 I RIM 32.29 IE 31.1 S, 6 SSMH 628 RIM 32.55 IE 26.4 E, CB #6, SEE SHT SD-3 SDMH #5, SEE SHT SD - 1\ 110/26/20221 JJM I RECORD DRAWING NO. DATE BY SEE SHEET SD-3 FOR CONTINUATION FOR CONTINUATION SEE SHEET SD-3 m 35 30 25 20 15 10 AP 4 r AT I T r�TA n-% . Af% r% r%1 1 T i %- v -rrjw PI AN 0 10 20 40 60 SCALE: 1"=20' ►m w w EXIST GR @ L Lu ROW CL w w 0 w 0 ul) u) ------ N a + (D o N a' LF 12" PP SD @ SLP=0.59% 160 � 0 U7 w W w CB #58 z U-) STA G2+49, 10' LT J w <SEE SD-40 FOR ROFILE> RIM=32; 79 IE(IN)8 (SW)=30.24 38.38 IE(IN)12"(E)=30.24 28..95 = � u IE(OUT)12"(S)=27.44 2F.Fi!• a z GO+00 GO+20 GO+40 GO+60 GO+80 G1+00 G1+20 G1+40 G1+60 G1+80 PROFILE SCALE: 1"=20' HORIZ, 1"=5' VERT G2+00 G2+20 G2+40 G2+60 G2+80 G3+00 G3+20 NOTICE SEO RECORD 0 Yz 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 O CONSTRUCTION CL EQUALS R/W CL, SEE SURVEY CONTROL PLAN, SHT G-5 11 INSTALL CB PER COR STD PLAN 200.00 12 INSTALL CB PER COR STD PLAN 201.00 PRIOR TO CONSTRUCTION, CONTRACTOR SHALL CONTACT CITY ENGINEER TO DETERMINE THE ACTUAL EXIST LATERAL STORM DRAIN LOCATION TO VERIFY IF THE EXIST STORM DRAIN LATERAL IS ACTIVE, IF STORM DRAIN IS ACTIVE, RECONNECT EXIST PIPE TO NEW STRUCTURE 19 SEE PROFILE 8 ON SHT SD-43 13 CONNECT PIPE TO EXISTING DRAINAGE STRUCTURE 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 RENTON DOWNTOWN o UTILITY IMPROVEMENTS PROJECT WHITWORTH AVE S STORM PLAN & PROFILE STA GO+00 TO STA G3+20 R-394933 SHEET SD-19 33 of 121 no REVISION PROJECT NO.: 18-2251 I SCALE: AS SHOWN I DATE: JANUARY 2021 U N J V) N z O V) ne w LL LL w J w a ,-1 M N 0 N 0 0 N 0 V) 0 0 U) a Ln N N i L0 a� v Q i N a� ra a a 0 c 0 ry N N i 00 V) +1 U L �I w 1\ 110/26/20221 JJM I RECORD DRAWING NO. I DATE I BY 35 30 25 20 15 10 11 STA G4+09 15.7LT 1-CB #60 I � I 12 STA G4+ 10, 10.2' LT 1-48" SDMH #44 II SSMH 77134 RIM 32.98 IE 26.4 N,S,E @ CL I RIM 32.61 I I O L IE 31.1 NW, 4 METAL IE 31.0 W, 6" CONC I U ACI 16 IE 30.5 SE, 4" METAL 114 1 1 a IE 30.8 N, 6" CONC �8 I SEE SHEET SD-9 FOR CONTINUATION al 0 N 1 I In / AC _ 00 48IN SDMH #21, SEE SHT SD-9 11 STA G 5+ 19 14.9' LNT Q I o 1 401 1-CB #23 I I I Qa / I C13 76401 SDMH 76592 a / N O I O / RIM 32.31 .. I �I — zi- ,1�0JI�?:h�i\affva`�`���-`I -'RIM -' ■■pl 32.15 :: Illlli .30.. �tilllY 1,=�I IIIIIII _ 1 rW1 O 0 iI 11 11 - ---- .. -� - S : • 1 1 �r I' �� - � Si •1 ►► :.� I�_��IIIIII`l_, loon . 32.74 1 -RIM ---P-/ AC I I 11STA G4+06, 19.7' RT/I 11 1-CB #61 H--, CB 76593 RIM 32.07 / IE 30.9 E, 6" ONC 11 STA G 5 + 14, 18.9' RT ry"� 322 1-CB #22 / PLAN 0 10 20 40 60 SCALE: 1"=20' AC i� �I a • _� • _ — • 11 ■I� — .. . 11 FOR CONTINUATION SEE SHEET SD-9 AC I ---_ 13' METAL & PLASTIC, "3RD STREET PROFESSI 325 321 d L M� (D m d (D EXIST GR z m c~i� Lon m ROW CL c~n Lon c~n Ln �m a X O cn X w X X w w ----- -- — X w ----- X X w w ---- X w a .. w P `-' X w O---- — -- ---- — — — — — (V a + (M � ( o o Q Q O Lr)� 109 LF 12" PP SD @ SLP=1.520lo w LLJ w 48" SDMH #44 w = STA G4+ 10, 10' LT Ln RIM=32.48 - . 48" SDMH #20 �48" IE(IN)12"(N)=26.49 STA G5+19, 9' LT SDMH #21 � - STA G5+39, 12' LT Q IE(IN)12"(E)=26.93 i!F-+8 RIM =32.42 +�j+"�T RIM=32.62 IE(IN)12"(W)=29.28 39-2 IE(IN)12"(N)=24.80 SEE SHT SD-9 IE(OUT)12"(S)=26.46IE(IN)12"(E)=27.03 2F.+4IE(IN)12"(W)=29.77 29.99 IE(OUT)12"(S)=24.79 20LF12"PP SD@ SLP=2.38% 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 NOTICE SEO RECORD 0 Y2 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 CONSTRUCTION NOTES: 1 CONSTRUCTION CL EQUALS R/W CL, SEE SURVEY CONTROL PLAN, SHT G-5 11 INSTALL CB PER COR STD PLAN 200.00 12 INSTALL CB PER COR STD PLAN 201.00 16 PRIOR TO CONSTRUCTION, CONTRACTOR SHALL CONTACT CITY ENGINEER TO DETERMINE THE ACTUAL EXIST LATERAL STORM DRAIN LOCATION AND TO VERIFY IF THE EXIST STORM DRAIN LATERAL IS ACTIVE, IF STORM DRAIN LATERAL IS ACTIVE, RECONNECT EXIST PIPE TO NEW STORM DRAIN PIPE WITH NYLOPLAST FITTING OR APPROVED EQUAL, PER THE SPECIFICATIONS 1s EXIST FRANCHISE UTILITY TO BE RELOCATED BY OTHERS PRIOR TO CONSTRUCTION 19 SEE PROFILE 1 ON SHT SD-44 20 SEE PROFILE 2 ON SHT SD-44 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 RENTON DOWNTOWN o UTILITY IMPROVEMENTS PROJECT WHITWORTH AVE S STORM PLAN & PROFILE STA G3+20 TO STA G6+00 R-394934 SHEET SD-20 34 of 121 no REVISION PROJECT NO.: 18-2251 I SCALE: AS SHOWN I DATE: JANUARY 2021 co 0 Lu u a� W N z O V) IY W IL LL W J W Q M N O N O N V) 0) 0 Q Lr) N N i 0 W a) a) Q U i N a) V) ra a a 0 0 0 In N N i 00 u �I W i 1\ 110/26/20221 JJM I RECORD DRAWING NO.1 DATE I BY / SD H 7/4366 SDMH 74364 / RI 31.34 RIM 33.29 / IE/ 30/0 S, 6" CPP IE 30.0 S, 10" CgNc / If 3q.0 N, 10" CONC IE 30.2 N, 8" MENTAL CIE 3 .0 E, 10" PVC IE 30.4 E, 12" METAL/ IE �0.0 W, 10" PVC 3 AC / // 5, / STA H4+85 19.0' LT YD 74868 11 RIM 34.09 1-CB #30 IE 33.7 S, 3" PVC SDMH STA H3+64 19.2' LT 280 RIM 33.4970 12 STA H4+85 14.3 LT O IE 31.0 S, 6" CONC 1-CB #62 1-48"SDMH #24 IE 30 9 Ni 6" CONC 91, 1T STA H3+63 13.0' LT SDMH 74368 1-48" SDMH #45 RIM 33.35 [IE 31.0 W, 4" CONC IE 30.2 N, 6" CPP f. . i0Ill we Il�iiil►��___. IE 31.0 SE, 6" CLAY IE 31.2 W, 6" CLAY SEE SHEET SD-10 FOR CONTINUATION N Doi RATE I I � JR \ O ' 1, �KB-12 O \N L !l�Itw_ wizital� l ,_��� _ _ �� -:wUill' 197T�/�/ul�lll1�111 Mills illlil ■ s ■ F Illll� r� ��� �� lllllli �.. S.■ir- � - �� � i ►� � ���� I' � 'f le i,� ��� �lii'f� � � •�� .. ; Sri PP SD •��p ® P. SD - , - Lr`= �' � SD r- H3+00 / '" U) _ _ _ L I H4+00 0 _ _ _ - 1 TYP o _ _H5+00 - - - - - -// W.=.T.T �� �.,{W.I-. W --71 W rt -II 15 0Ilo �, MORRIS AVE S 8" SDR 35 SS _ �o 20---- 0 --- -21 -- - �___ G- - G- - - G- - 6� a11m° a I� CONSTRUCTION NOTES: 1 (DCONSTRUCTION CL EQUALS R/W CL, SEE SURVEY 48 IN SDMH #25, CONTROL PLAN, SHT G-5 � SEE SHT SD-10 11 INSTALL CB PER COR STD PLAN 200.00 48 IN SDMH #26, SEE SHT SD-10 i2 INSTALL CB PER COR STD PLAN 201.00 1 YD 74632 is CONNECT EXIST STORM DRAIN PIPE TO NEW RIM 33.03 STRUCTURE IE 32.4 W, 4" METAL CB 74659 i9 SEE PROFILE 3 ON SHT SD-44 RIM 33.09 IE E, 4" METAL IE 31.9 NW, 6" CONC Zo I SEE PROFILE 4 ON SHT SD-44 31.9 15 CB #31, SEE SHT SD-10 21 SEE PROFILE 5 ON SHT SD-44 O - - AC SDMH 7466, RIM 33.50 IE 31.5 SE, 6" CONC IE 31.5 W, 6" CONC IE 31.5 N, 6" CONC i H6+00 H6- F.:--1 �U�'j--a-ki G�-TP / --- a �UGp -P ° STA�H4+10 14.7'LT12 5 180 �.' a ° a a 1-48 SDMH #46 STA H3+62 18.9' R 41 - - - - - -- I /� l l vi / 11 1-CB #63RIM SSMH 75612Y 7 Q U) O r l a SPIKE 110 / co / /� / / / /�,; / Au IF 27.7 E, W @ CL RI 3.11 RIM 33.11 IE 31.9 E, 4" CONC 48IN SDMH #23, SEE SHT SD-9 w O CB #28, SEE SHT SD-9 11 STA H4+10 19.1 RT IF 31.9 W, 4" CONC M I APPROXIMATE 1-CB #64 I STA C18+88 69.7' LT 11 CB #27, SEE SHT SD-9 (� N �- 425 PROPOSED RADIUS � ; 1-CB #29 -1 j I 1 2"OI APTS BUILDING SD DISCHARGE LINE APPROXIMATE 422 O \ ,4 I Sp I PROPOSED RADIUS AIITS BUILDING WALL a N im HIM 35 01m 25 aim 15 aim FOR CONTINUATION SEE SHEET SD-9 PLAN 0 10 20 40 60 SCALE: 1"=20' c>n a a C7 u� L c� C7 CJ U) = > N V) V) V) V) Ln� a O Lu w w w w w w w ,., w � Lu a w EXIST GR @ w ROW CL 0 ' 0 0 47 LF 12" PP SD 76 LF 12" PP SD @ SLP=0.53% @ SLP=0.21% 55 LF 12" PP SD 46 LF 12" C900 SD of� @ SLP=0.47% @ SLP=0.68% 48" SDMH #45 48" SDMH #46 48" SDMH #24 3--58% +58% 113 ' 5-9STA H3+63, 13' LT STA H4+10, 15' LT STA H4+85, 14' LT STA48" SDMH #26 RIM=33.22 RIM=33.22 RHp;-B3.3-5 RIM-33.11 Rfp.q 9 �� ' 48 SDMH #25 STA H5+86, 10 Ll z"'-F.-GFIE(IN)12"(E)=27.27 IE(IN)12"(N)=26.87 IE(IN)12'(N)=26.37 -26.56 STA H5+40, 14' LT RIM=33.44� 38.4B IE(IN)12"(W)=27.02 IE(IN)12"(W)=29.523A-F3-E(IN)12"(W)=29.82 �3� RIM-33.61 - z�-8-.�� IE(IN)12"(SE)=27, 33.19 IE(OUT)12"(S)=26.97 IE(OUT)12"(S)=26.77 IE(IN)12"(E)=27.11 �9 SEE SHT SD-10 IE(IN)6"(NW)=30. IE(OUT)12"(S)=26.27 m IE(OUT)12"(N)=2E H3+20 H3+40 H3+60 H3+80 H4+00 H4+20 H4+40 H4+60 H4+80 H5+00 H5+20 H5+40 H5+60 H5+80 H6+00 PROFILE SCALE: 1"=20' HORIZ, 1"=5' VERT NOTICE SEO 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 45 RECORD DRAWINGS SHOW CONTRACTOR SURVEYED STRUCTURE LOCATIONS AND ELEVATIONS. THE ORIGINAL DESIGN LOCATIONS AND ELEVATIONS ARE INDICATED WITH STRIKETHROUGH TEXT. REFER TO 40 CONTRACT DOCUMENTS FOR ADDITIONAL DETAILS 35 30 25 20 54 a9 (RECONNECT) .29 15 10 RENTON DOWNTOWN � UTILITY IMPROVEMENTS PROJECT MORRIS AVE S STORM PLAN & PROFILE STA H3+20 TO STA H6+00 PROJECT NO.: 18-2251 I SCALE: AS SHOWN I DATE R-394935 SHEET SD-21 35 of 121 JANUARY 2021 so REVISION CONSTRUCTION NOTES: M O Lu U (3) t- J V) N z O V) ne w LL LL w J w Q M N O N O N 0 O 0 a Ln N N i L0 a� v 0 a i N a� ra a a 0 c 0 ry N N i 00 V) 11 U L �I w 1\ 110/26/20221 JJM I RECORD DRAWING NO. DATE I BY XSTA K3+11, 20.3' RT1 1-48" SDMH #47 EXIST SDMH KEPT IN PLAC —,) - T sS2NDST,__i\ w - - -- I W --- PPL*366"-STL-__ - - _ - - _ - 45 ■ SDMH 85622 RIM 45.46 IE 42.0 S, 8" CONC IE 39.0 A 12" CONC IE 38.8 E, 12" CON CB 85534 RIM 44.72 IE 42.0 S " CONC CB #65, SEE SHT SD-25 GAS WILL BE DEACTIVATED BY PSE PRIOR TO CONSTRUCTION CB #66, SEE SHT SD-25 REMOVE EXISTING CATCH BASIN AND PROTECT EXISTING 12" SS 55 50 AHEAD CONC. MON. IN CASE REESTABLISHED PER DNR PERMIT 7373-18"T x 6"W SSMH 85682 RIM 46.04 In / IE 38.2 NE,E,S-W @ CL W (A) - STA K3+5+55•8.5' RT 1-48" SDMH #48 ' C.PRKG g rr — ANK ° o rr r ScK4+00- - - SS RECONNECTED PIPE FROM SE -- - - - SD UGf1-T=___AFT--,, - TAP- P-� - �O.P - - - - - ���T v - T �\ CD SDMH 85661 ° a RIM 45.37 IE 41.7 S, 8" CONC SSMH 28121 T/I IE 40.0 SE, 8" CONC RIM 45.81 IE 38.9 W, 12" CONC IE 39.9 W-SE @ CL 6" CONC \ IE 38.8 E, 12" CONC IE 42.9 NW, 8" CONC CB #67, SEE SHT SD-25 PLAN - FOR CONTINUATION 0 10 20 40 60 SEE SHEET SD-25 SCALE: 1"=20' 45 LF 24" C900 @ SLP=1.90% __ 45 rr- 35 N d Ln O cl� x a w O 1 EXIST GR @ ROW CL 1 PLACE DENSE FOAM CUSHION PER THE SPECIFICATION 48" SDMH #48 BETWEEN SD AND SS AS 30 STA K3+55, 9' RT DIRECTED BY ENGINEER RIM=45.42 IE(IN)24"(W)=39.07 3948 48" SDMH #47 IE(IN)12"(S)=40.92 4+.�z9 STA K3+11, 20' RT IE(IN)6"(SE)=39.12 25 RIM=45.46 IE(OUT)12"(E)=38.57 (RECONNECT)38--8r� IE(IN)12"(S)=39.16 IE(IN)12"(W)=39.11 RECONNEC ) IE(OUT)24"(E)=39.93 39-i!8 a( NOTICE SEO 0 Y2 1 DESIGNED BAW DRAWN IF THIS BAR DOES NOT MEASURE 1" TTT THEN DRAWING IS CHECKED NOT TO SCALE K2+80 K3+00 K3+20 K3+40 K3+60 K3+80 K4+00 PROFILE SCALE: 1"=20' HORIZ, 1"=5' VERT RECORD DRAWINGS SEE NOTE ON murraVSMi mt COVER SHEET EA 55 RECORD DRAWINGS SHOW CONTRACTOR SURVEYED STRUCTURE LOCATIONS AND ELEVATIONS. THE ORIGINAL DESIGN LOCATIONS AND ELEVATIONS ARE INDICATED WITH STRIKETHROUGH TEXT. REFER TO 50 CONTRACT DOCUMENTS FOR ADDITIONAL DETAILS 45 40 35 30 25 20 RENTON DOWNTOWN F1 i ® UTILITY IMPROVEMENTS PROJECT O CONSTRUCTION CL EQUALS R/W CL, SEE SURVEY CONTROL PLAN, SHT G-5 11 INSTALL CB PER COR STD PLAN 200.00 12 INSTALL CB PER COR STD PLAN 201.00 13 CONNECT NEW PIPE TO EXISTING STRUCTURE 1s CONNECT EXIST STORM DRAIN PIPE TO NEW STRUCTURE 19 SEE PROFILE 6 ON SHT SD-44 20 SEE PROFILE 7 ON SHT SD-44 S2NDST STORM PLAN & PROFILE STA K2+80 TO STA K4+00 R-394936 SHEET SD-24 36 of 121 no REVISION PROJECT NO.: 18-2251 I SCALE: AS SHOWN I DATE: JANUARY 2021 U N U) V) N z O V) ne w w w w J Lu Q M N O N O N i 0 i 0 U) a Ln N N L0 a� v 0 Q i N a� ra a a 0 c O ry N N i 00 U a) 0 L a �I w i no 55 50 45 35 30 25 CB 30024 RIM 43.10 IE 38.7 NE, 6" CONC IE 38.5 SW, 6" CONC z / X 0 z n SDMH 85661 I I I RIM 45.37 IE 41.7 S, 8" CONC IE 40.0 SE, 8" CONC CB #68, SEE SHT SD-24 IE 38.9 W, 12" CONC j IE 38.8 E, 12" CONC SDMH #48, SEE SHT SD-24 I O I � � CB 85662 SSMH 85682 ' I RIM 44.97 RIM 46.04 � I IE 42.9 NW, 8" CONC 100 Q I � � IF 49 a N 8" CONC CB 30025 IE 38.2 NE,E,S-W @ CL .� I N� 1 11 STA L4+61 14.8' IT Jo RIM 43.27 � IE 41. NE, 6" IRON � w � � 8' BUS SIGN - I GAS WILL BE REESTABLISHED .PERIN CDNR 20 DEACTIVATED BY ASE3 QARK a ° ° a a PSE PRIOR TO I � a I ° PERMIT 7373-18"T x 6"W '° + ° 1 �p CONSTRUCTION 16 .W CI + I N � I ���-69- 7V - - - I _ _ _ N \ - 45 65 I 4- 6` - M -- L#36 Qp L1+00 I L2+00 ... .... .... L3+00 .... .... Q I 3 �::. ::u) -� ... cn 4+00 cn U �\ oJ, .... .... .... I : .I .... .... • r , :. 1 TYP .... .... .... SS S£_2iaS ��8 -� _ _ SS d IDNZT�.- z = \ I MILL AVE S I o I� ' 'r •16 �' r, Jw G- - - - - - - „ - - - - - - - G I- UGP- - -- - _- _ _ - - T= = _ �- O \- M M I TT 7Q 45_ °m SDMH #47, SEE SHT SD-24 Y I I I I \ o � 1023 1010 to • � I \ o RI 855 4 I RIM 44. 2 �. 2 I IE 42.0 S, 8" CONC B 3 66 RVI I C-�• IE 42.0 N, 8" CONC 43.10 1 :15SDMH 85622 IE 42.0 NE�6" CONC STA L4+31, 17.4' RT I:: 12- I 1-CB #65 ° 1 RIM 45.46 IE 42.0 S, 8' CONC I I I I T I IE 39.0 W, 1 CONC Q IE 38.8 E, 1 CONC 4" LATERAL FOUND AND 11 STA L4+60 17.5RT i N Z I o 1-CB #66 II II RECONNECTED AT STA 4+43 o • I I N I I a N.II� � FOR CONTINUATION PLAN SEE SHEET SD-24 0 10 20 40 60 SCALE: 1"=20' w F- z w 0 z 0 0 ° Ia CD ... 12"DI W -6 4 0 RECORD DRAWINGS SHOW CONTRACTOR SURVEYED STRUCTURE LOCATIONS AND CD p ELEVATIONS. THE ORIGINAL DESIGN CO LOCATIONS AND ELEVATIONS ARE INDICATED uU)i J WITH STRIKETHROUGH TEXT. REFER TO �, `ONr'j. � m CONTRACT DOCUMENTS FOR ADDITIONAL N U � � N DETAILS � N � V)� V)m < o X a X X X X X (/) � EXIST GR @ w0 w w w w -w W w ROW CL a SDR 35 29 LF 12"e9E)E) J w ---------- ---- @SLP=0.72% � SDR 35 15 LF 12"PP-SE) @ SLP=4.700/(o CB #67 SPU CRP BEYOND % STA L4+61, 15' LT RIM=45.03 IE(IN)12"(S)=41.50 IE(OUT)12"(W)=41.4' CB #66 STA L4+60, 17' RT 48" SDMH #47 RIM=45.02 STA L4+16, 14' RT IE(IN)12"(E)=41.24 RIM=45.46 CB #65 IE(OUT)12"(N)=40.11 IE(IN)12"(S)=39.16 STA K3+07, 35' RT IE(IN)12"(W)=39.11 RIM=44.92 - 39-i!8 IE(OUT)24"(E)=39.93 IE(IN)12"(S)=39.90 rFrni IT)1 ')"(1\1)=-�4 Rz�T 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 PROFILE SCALE: 1"=20' HORIZ, 1"=5' VERT NOTICE SEO RECORD 0 �z 1 DESIGNED DRAWINGS BAW sm� IF THIS BAR DOES DRAWN SEE NOTE ON NOT MEASURE 1" TTT murra THEN DRAWING IS CHECKED COVER SHEET 1 10/26/2022 JJM RECORD DRAWING NOT TO SCALE NO. DATE BY REVISION 55 50 45 a 35 25 CONSTRUCTION NOTES O CONSTRUCTION CL EQUALS R/W CL, SEE SURVEY CONTROL PLAN, SHT G-5 11 INSTALL CB PER COR STD PLAN 200.00 16 PRIOR TO CONSTRUCTION, CONTRACTOR SHALL CONTACT CITY ENGINEER TO DETERMINE THE ACTUAL EXIST LATERAL STORM DRAIN LOCATION AND TO VERIFY IF THE EXIST STORM DRAIN LATERAL IS ACTIVE, IF STORM DRAIN LATERAL IS ACTIVE, RECONNECT EXIST PIPE TO NEW STORM DRAIN PIPE WITH NYLOPLAST FITTING OR APPROVED EQUAL, PER THE SPECIFICATIONS 19 SEE PROFILE 6 ON SHT SD-44 20 SEE PROFILE 7 ON SHT SD-44 R-394937 SHEET PROJECT RENTON DOWNTOWN MILL AVE S ® UTILITY STORM PLAN &PROFILE SD-25 � IMPROVEMENTS STA LO+00 TO STA L4+80 PROJECT NO.: 18-2251 SCALE: AS SHOWN DATE: JANUARY 2021 37 Of 121 co O Lu /1 U (n J N z O V) ry w LL LL w J W Q n M N O N O N 0 V7 0) 0 U) N N a� a� v7 Q i N aJ V7 (0 L d d 0 0 0 ry Ln N N i 00 U a �I W 55 50 45 35 011A 25 O 00 ,n J N Q 0 Lu W LU =z Ln1--4 wLu J ) U Q STA L5+67, 17.4' RT 1-CB #70 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 PLAN. 0 10 20 40 60 SCALE: 1"=20' oC w w 3: 3: w w U) Ln w W 0 0 (n Ln EXIST GR @ X w ROW CL O w 00 + _ — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — LnJ---- — — — — — — — — ---- — — — — nT Q ocj 0 0 Lu = W 106 LF 12" PP SD @SLP-0.36% 91 LF 12" PP SD @ SLP=0.60% CB #7311 u, J L = STA L6+58, 15' LT u RIM=45.83 I— IE(IN)8"(W)=42.59 Q CB #71 STA L5+67, 15' LT IE(OUT)12"(N)=42.59 RIM=45.14 IE(IN)12"(S)=42.04� IE(IN)8"(W)=41.87 42.818 IE(OUT)12"(N)=41.88 8 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 PROFILE SCALE: 1"=20' HORIZ, 1"=5' VERT 1\ 110/26/20221 JJM I RECORD DRAWING NO. DATE BY NOTICE SEO 0 Yz 1 DESIGNED BAW DRAWN IF THIS BAR DOES NOT MEASURE 1" TTT THEN DRAWING IS CHECKED NOT TO SCALE RECORD DRAWINGS SEE NOTE ON murraVSMi mt COVER SHEET EA RENTON DOWNTOWN o UTILITY IMPROVEMENTS PROJECT 55 owl 45 35 EM 25 �11 CONSTRUCTION NOTES: O CONSTRUCTION CL EQUALS R/W CL, SEE SURVEY CONTROL PLAN, SHT G-5 11 INSTALL CB PER COR STD PLAN 200.00 1s CONNECT EXIST STORM DRAIN PIPE TO NEW STRUCTURE 17 PRIOR TO CONSTRUCTION, CONTRACTOR SHALL CONTACT CITY ENGINEER TO VERIFY IF THE EXIST STORM DRAIN LATERAL IS ACTIVE. IF STORM DRAIN LATERAL IS ACTIVE, RECONNECT EXIST PIPE TO NEW STRUCTURE 19 SEE PROFILE 8 ON SHT SD-44 20 SEE PROFILE 1 ON SHT SD-45 MILL AVE S STORM PLAN & PROFILE STA L4+80 TO STA L9+00 R-394938 I SHEET SD-26 38 of 121 no REVISION PROJECT NO.: 18-2251 I SCALE: AS SHOWN I DATE: JANUARY 2021 C'7 i Lu U N U) J N z 0 U) ry w LL w w r, J w a 0 N M N O N O ,-1 O 0 J w a 0 Ln N N L0 a v Q i N a) L0 ra a a 0 c 0 N N i 00 U L a �I w M p Lu O a Lu U) Lu 40 40 40 ur) 40 40 U) a U) -H 40 40 � a 4 0 U) �,, N N ,Nlj p 00 i M H CO OJ i O p 00 � p00 U) c~ U. O V)U) U) a0 �� U) jj a a X� X X� � XX �' X w � w � � XX wQ w '~ C° 34 LF 8" DI S 35 35 35 w a_w w �._a w w 35 35 w a w w a 35 35 a s w w @ SLP=0.50 0 35 5 LF 12 PP SD - - - - @ SLP=0.47% _ - - - - _ , _ - - 34 LF 8" SD r - - @ SLP- .50% 5 LF 12" PP SD--�ni�'J ........ 30 @ SLP=4.36% 30 30 30 30 30 30X 30 ��xx� �x�x�x.�x� -- - _ - o 41 LF 8" C900 @ PLACE DENS FOAM PER 9 O O SLP=5.86% A � THE SPECS ETW SD & T 5 LF 12" C900 @ I 3--5.8�4b 0 S DIRECTS BY THE SLP=3.59% I I �T��_" 48" S H #4 25 25 25 25 �� 3.S4% 25 25 STA Al2 71, 47' T 25 CB #2T RIM=32.5 0 48" SDMH #1 (EXIST) o RIM=31.32 IE(IN)8"(S)- 8.40 STA A9+52, 19' LT IE(OUT)8"(W)=25.30 z�9-�� 48" A10+SDMH #3 IE(IN)8"(S = .82 RIM=31.80 Rffq-3 - STA A10+84, 18' LT Q„ ���„� �-, IE(OUT) (N)= 0.25 20 IE(IN)12"(N)-27.98 z-8-�8r 20 20 EXIST SDMH 62637 20 20 RIM=32.42 20 20 IE(OU2"(W)=2 30 20 IE(IN)15"(E)-26.23 z�B• STA A9+61, 50' RT IE(IN)12"(E)=27.35 �F RIM = 31.78 f2lP4--1-4FT " IE(OUT)12"(S)=22.80(EXIST z�3- 8 IE(IN)12"(N)=22.68 22.94 (EXIST) IE(IN)12"(N)=28.15 2F-�zR IE(OUT)12"(W)=22.8AEXIST) z�8 IE(IN)8"(E)=22.88 29-39 IE(GY:F)15"(W)=27.0128-92 15 CB #1 15 15 IE(IN)12"(E)=25.53 zz3-�9 (EXIST) 15 15 CB #3 IN 15 15 15 RIM=31.43 IE(OUT)12"(S)=22.48 (EXIST) RIM=32.04 IE(OUT)12"(S)=28.18z8.4+ IE(IN)4"(SE)=24.11 IE(OUT)12"(S)=28.34 28.95 10 10 10 L 10 10 10 10 10 0+80 1+00 1+20 1+40 1+00 1+20 1+40 1+60 1+00 1+20 1+40 1+60 1+80 2+00 1+00 1+20 1+40 1+60 CB #1 TO SDMH #1 1 SDMH #2 TO CB #2K-2 CB #3 TO CB #4 3 4 SCALE: 1"=20' HORIZ; 1"=5' VERT SD-3 SCALE: 1"=20' HORIZ; 1"=5' VERT SD-3 SCALE: 1"=20' HORIZ; 1"=5' VERT SD-3 SCALE: 1"=20' HORIZ; 1"=5' VERT SD-3 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 w O � � w p ,� p � a 0 a H01 U) in �. U) N40 c i � 40 40 U) � a U)40 i N oo i U' lD Z) Z)= N a �-. N ,--i �m �w O -w V) � � �O II 15LF8"DI SD '-'°o U) � � O 1-4 XQ Xp� Xa X X Xa Lu � o w wQ X w w a w 35 w�,w�,a Lu w w way, X @SLP=11.66/0 35 35 w w ,,,., - 35 _ B1- •--EF �z�P•F _ - - - - - - 20 LF 8" DI SD n 8 LF 12" PP SD @ SLP=7.28% U 3 @ SLP=5.07% 30 SEP% 30 EXIST CB LEFT 30 01 - CB # IN SERVICE EXIST SDMH 63337 RIM=32.26 3.3t IE(OUT)8"(NW)=30.56 3.3 CB #9 RIM=32.53 25 IE(IN)8"(S)=28.40 38.25 25 25 RIM=32.66 25 J „ J IE(OUT)8"(N)=30.31 r(E) IT\ i 2" ) 25 I-�- - � � -- ���`�-�� @ SL =3 93°/0 �� 0 5�i LF 8" C900 48" SDMH #5 E(OUT)12"(W)=28.30 i ^ r� i r� ELF 48 SDMH #6 � @SLP=0.22% 3 __, __ _. STA A14+42, 3 LT _\ 20 STA Al2+69, 15' LT 0 20 20 RIM=33.70 E--58�b 20 RIM=32.89 CX/TCT �Q u EXIST CB LEFT IN SERVICE PLACE DENSE F AM PER �9-�-� IE(IN)12"(E)=28.98 28.5B IE(IN)12"(E)=27.80 RIM=32.30 RHp9--�-�-�- THE SPECS BE W SD & - �9--6-� IE(IN)8"(N)=29.42 iE(ip')+i!"(S)_9E) IE(IN)8"(E)=30.30 3r8.4F 29--99 30 8"(S) IN IE =.20 UGP AS DIRECTED BY THE IE(OUT)8"(N)=30.20 3r8.4F ( ) ENG NEER 15 i9- 2• IE(IN)12"(N)=28.32 15 15 29.22 IE(OUT)12"(W)=28.97 15 28.5-3r IE(OUT)12"(W)=27.80 CB #61 PLACE DENSE FOAM PER CB #8 RIpq•-32.34 RIM=32.22 THE SPECS BETW SD & W RIM=32.78 IE(OUT)12"(S)=28.73 29 � AS DIRECTED BY THE IE(OUT)8"(S)=30.86 29.6F 10 L ENGIN ER 10 10 10 1+00 1+20 1+40 1+60 1+80 2+00 2+20 1+00 1+20 1+40 1+60 1+80 CB #6 TO CB #5 TO CB ##7 5 CB #8 TO CB #9 6 SCALE: 1"=20' HORIZ; 1"=5' VERT SD-3 SCALE: 1"=20' HORIZ; 1"=5' VERT SD-4 1\ 110/26/20221 JJM I RECORD DRAWING NO. DATE I BY REVISION NOTICE SEO RECORD DESIGNED 0 Y2 1 DRAWINGS BAW DRAWN IF THIS BAR DOES NOT MEASURE 1" TTT SEE NOTE ON THEN DRAWING IS NOT TO SCALE COVER SHEET CHECKED murra,!ysmilh kd 40 Ln Ln cz rl-1 40 oo LuN LutD U) - LuN (rj N M N U) ,--I i i lD oo "o i ,� p U �D OO ,� ,� co HB� a �w�w O�w~ � Ln �m U) O w�w� w aw�w X X X QC 35 �F �P w w w a w a 35 19 LF 8" DI SD - - - - - - 38 LF 8" DI SD @ SLP=16.64% \ � @SLP=0.29% --5.E) % , q,F.. 30 52 LF 8" C-9 00 70, 30 @ SLP=0.54% CB 66459 (EXIST) �u' _ CB 66459 (EXIST) RIM=32.73 Q Jl i i 25 4" FOAM RIM 2 75 IE(OUT)8"(W)=30. Z5 B1.8B 0 IE(IN)8"(E)=30.60 IE(OUT)8"(N)=30.63 48" SDMH #7 STA "' r . 88 ' ' 3' T STA A15+87, 4' LT 13 LF 8" DI SD @ 20 - RIM=33.97 SLP=0.75% 8.64% 3.8.12 IE(IN)8"(S)=30.32 1 48" SDMH #8 29--63 IE(IN)8"(N)=29.46 STA A15+85, 48' RT CB #10 zz9.69 IE(OUT)12"(W)=29.23 RIM=32.85 RiPq-32.98 RIM=33.99 IE(IN)8"(S)=30.53 38.FS 15 IE(OUT)8"(S)=32.59 29.86 _ IE(0UT) 8"(N)=30.60-3$A-i� 10 1+00 1+20 1+40 1+60 1+80 2+00 2+20 CB #10 TO CB #12 r SCALE: 1"=20' HORIZ; 1"=5' VERT RENTON DOWNTOWN o UTILITY '� IMPROVEMENTS PROJECT LATERAL DRAINAGE PROFILES - 1 PROJECT NO.: 18-2251 1 SCALE: AS SHOWN I DATE: JANUARY 2021 E.EP R-394939 SHEET SD-40 39 of 121 no It C'7 0 Lu U N J V) N z 0 U) ry w w w w J w a 0 N M N O N O \ 0 (n J Q w a J i 0 Ln N N L0 a v Q i N a) ra a a 0 c 0 N N i 00 i U N O L �I w no 40 U 40 40 O '� O 40 LO N N '""� (D - N - N j ,--� x U-)Q c U) a w a w 35 35 w w w 35 35 - 14 LF 12" PP SD 30 LF 12" DI SD - - _ - - _ - - @ SLP=1.62% - - - - _ @ SLP=0.99% 30 30 308. '45°'`� 30 28 LF 18" PP SD 25 @ SLP=0.84% we, 15 10 E + 25 CB #19 RIM=30.73 IE(OUT)12"(W)=27.76 20 20 LJ 20 0 T48"SDMH #18 48" SDMH #16 48" SDMH #171 STA C13+82, 18' LT STA C12+63, 13' RT RIM=31.56 RIM=31.06 RIM=31.19 RHp - 3+.34 15 15 IE(IN)18"(N)=21.85 RR.93 IE(IN)18"(E)=22.09 22.4i! IE(IN)18"(E)=21.08 R+.48 IE(OUT)18"(W)=21.8522.33IE(OUT)18"(S)=22.09 22.42 IE(IN)18"(N)=21.49 IE(IN)12"(E)=27.46 RF-58r 10 10 IE(IN)12"(SW)=27.30 RF.S�z 10 CB #18 j 7IE(OUT)24"(S)=20.81 21$3r RIM=30.58 33-F IE(OUT)12"(NE)=27.52 zRF.63 5 5 1 1 15 0+80 1+00 1+20 1+40 1+00 1+20 1+40 1+60 SDMH # 17 TO SDMH #18 1 CB #18 TO CB #19 2 SCALE: 1"=20' HORIZ; 1"=5' VERT SD-8 SCALE: 1"=20' HORIZ; 1"=5' VERT SD-8 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 � 40 cn 40 40 cn Qi7 :o 35 30 r- 5 LF 12" PP SD an SLP=3 10% U) N N Va x � w a f almmm-mm=w--� x w 1 .e 35 30 25 8.8S% CB #21 25 RIM=31.58 OIE(OUT)12"(N)=29.73 39 LF 12" DI SD 20 @ SLP=3.12% 20 0 15 48" SDMH #19 15 STA C14+50, 16' LT RIM=31.77 IE(IN)18"(E)=22.39 22.98 IE(IN)12"(N)=26.46 26-.96 10 IE(IN)12"(S)=28.51 i9.43r 10 IE(OUT)18"(W)=22.42 22.98 CB #20 RIM=31.50 IE(OUT)12"(S)=26.62 z�$8 5 5 1+00 1+20 1+40 1+60 TO C SCALE: 1"=20' HORIZ; 1"=5' VERT 45 45 W7 Eli, OR 25 20 15 10 35 30 rC -B #24 25 RIM=32.33 IE(OUT)12"(NW)=30.44 B8.3-3r - 20 41 LF 12" DI SD @ SLP=1.94% 8.51% ,l,T 15 5 1 1 1 1 1+00 1+20 1+40 1+60 SDMH #21 TO CB #24 SCALE: 1"=20' HORIZ; 1"=5' VERT 10 0 U) a U)a (7 N O 0 c~n 0 X X 35 w a w w 35 35 w a w w 35 40 40 40 40 0 1-4 7 LF 12" PP SD x 0� x 6 LF 12" PP SD @ @ SLP=13.700/o w aLu S-juLP=11.62% 30 30°��- 30 35 35 35 - _ - - _ - 35 o u LJ 5 LF 12" PP SD T A 1 @ SLP= N/A o 25 CB #25 25 25 25 30 30 30 g--g 30 CB #28 0 CB #33 RIM=32.71 RHp, , IE(OUT)12"(N)=30.92 RIM=32.93 H� �T RIM=34.41 IE(OUT)12"(N)=30.92 0 20 20 20 25 25 25 25 IE(OUT)12"(N)=32.30 3z2.89 20 36 LF 12" DI SD TCB #31 RIM=33.06 48' SDMH #27 37 LF 12" DI SD @ SLP=4.21% IE(OUT)12"(NW)=28.29 STA C20+63, 15LT @ SLP=4.33% 37 LF I" r',T qD +5 EF RIM=34.73 8. S E) % @ SLP_ O 12 LF 12" PP SD IE(IN)12"(E)=28.75 2946 O 15 15 15 15 20 @ SLP=6.45% '_0 20 IE(IN)12"(S)=30.72 3 -}t 20 48 SDMH #22 48 SDMH #23 - �grQ IE(IN)12"(N)=31.00 � STA C17+23, 15' LT STA C18+53 14' LT RIM=33.05 48" SDMH #26 IE(OUT)12'(W)=28.79z19-. tr IE(IN)18"(E)=24.31 �8r RIM=33.36 STA C19+18, 31' RT 25' RJ= IE(IN)12"(S)=29.423-6� IE(IN)18"(E)=25.03 z25-.4B RIM=33.44 6 IE IN 12" S -27.71 36-�9 CB #32 0 10 10 10 ( ) ( ) 10 15 IE(IN)12"(SE)=27.54 28.8i 15 15 IE(IN)12"(N)=27.41 z�-8r� � �� RIM=34.51 IE(OUT)18"(W)=24.39 z�8r IE(IN)12 (N)=27.80 z28-19 IE(IN)6"(NW)=30.99 CB #26 CB #27 IE(OUT)18"(W)=24.97 z25-:4: IE(OUT)12"(N)=26.29 z26-.48 IE(OUT)12"(S)=30.73 3 � R_32.74 Hp4.--BB.RT RIM = 3 3.09 IE(OUT) 2"(S)=28.06 R�Z.8r8LIE(OUT)12"(S)=28.7028..8+ 5 5 5 ' 1 5 10 10 10 10 1+00 1+20 1+40 1+60 1+00 1+20 1+40 1+60 0+00 0+19 1+00 1+20 1+40 1+60 CB #26 TO CB #25 5 CB #27 TO CB #28 K6SDMH #26 TO CB #31 7 CB #32 TO CB #33 8 SCALE: 1"=20' HORIZ; 1"=5' VERT INLD-9 SCALE: 1"=20' HORIZ; 1"=5' VERT S2 -9 SCALE: 1"=20' HORIZ; 1"=5' VERT D-10 SCALE: 1"=20' HORIZ; 1"=5' VERT �-l R-394940 NOTICE SEC)RECORD DESIGNED RENTON DOWNTOWN SHEET 0 % 1 DRAWINGS ® UTILITY LATERAL DRAINAGE BAW DRAWN PROFILES - 2 SD-41 IF THIS BAR DOES SEE NOTE ON murraysmirth� IMPROVEMENTS NOT MEASURE 1" TTT 1 10/26/2022 JJM RECORD DRAWING T NOT TO SCALE lElm DRAWING IS CHECKED COVER SHEET PROJECT 40 Of 121 NO. DATE BY REVISION I I PROJECT NO.: 18-2251 SCALE: AS SHOWN I DATE: JANUARY 2021 0) CO O Lu U N v7 J N z O U7 ry w w w w r, J w a 0 M N 0 N 0 N 0 0 J w a J p Ln N N L0 a) v Q i N a) L0 ra a a p c 0 N N i 00 i U N O L �I w no 45 ^ 45 %0 U7 I d (D N � (j ( N 40 � - a ~ � � � � a O 40 X w � a x X X w X w X w X w a 29 LF 12" DI SD u' @ SLP=1.43% - - 35 B.Bq% MT 35 Q � � . O 0 0 30 CB #34 30 60" SDMH #29 RIM=35.16 STA C21+96, 12' RT IE(OUT)8"(NW)=33.55 RIM=35.74 - IE(IN)8"(SE)=33.23 25 - IE(IN)6"(E)=33.21 63 LF 8" DI SD @ 25 IE(OUT)12"(N)=33.13 SLP=0.51% 48" SDMH #28 STA C21+98, 17' LT 20 Ripq-35.3-&RIM=35.51 20 33.+t IE(IN)12"(S)=32.72 32.38r IE(OUT)12"(W)=32.19 15 15 10 1 1 1 1 1 1 - 10 1+00 1+20 1+40 1+60 1+80 2+00 SDMH #28 TO CB #34 l SCALE: 1"=20' HORIZ; 1"=5' VERT SD-10 45 .s 35 30 25 20 15 10 45 40 40 35 35 30 4EF 7 LF 12" PP SD 0 CB 73854 (EXIST) 30 ���5- RIM=35.45 IE(OUT)6"(W)=33.52 IE(IN)6"(NE)=32.64 20 15 10 1+00 1+20 1+40 1+60 1+80 SDMH #29 TO CB #35 K`2 SCALE: 1"=20' HORIZ; 1"=5' VERT D-10 RECORD DRAWINGS SHOW CONTRACTOR SURVEYED STRUCTURE LOCATIONS AND ELEVATIONS. THE ORIGINAL DESIGN U 06 () U --moo o = ,--1 CO .-� M z m O p ocx xQ � xx aw w.� a ww Ln 0m W 35 30 @ SLP=2.17 /o FOAM BETWEEN 25 SD 25 O00000w\ 20 0 „ CB 20 RIM=30.99 IE(OUT)12"(W)=26.34 23.88 36 LF 12" PP SD 48" SDMH #30 @ SLP=7.92% 15 STA F2+53, 15' RT 8.58% 15 RIM=31.31 RHP9-3`i 4 IE(IN)18"(N)=22.76 IE(IN)12"(W)=27.44 2F-F8 10 IE(IN)12"(E)=23.48 23-6i 10 CB #37 IE(OUT)18"(S)=22.82 RIM=30.89 IE(OUT)12"(E)=27.59 2F.F8 5 5 1+00 1+20 1+40 1+60 TO SDM SCALE: 1"=20' HORIZ; 1"=5' VERT 40 � _F_ 40 - H p 00 N --1 00 pLn c~n< p LnLn 0cX XQ a XX 35 a w- w-w w 35 30 30 6 LF 12" PP SD M @ SLP=3.09% FOAM BETWEEN W AND SD 25 25 Lj O � 20 0 20 CB „I RIM=31.21 n A '%n, IE(OUT)12"(W)=27.10 48" SDMH #31 37 LF 12" PP SD @ 15 STA F3+80, 15' RT SLP=8.97% ' RIM=31.62 8.5i% IE(IN)18"(N)=22.51 IE(IN)12"(E)=23.80 24.18 IE(IN)12"(W)=27.75 i6-3r� 10 CB #39 IE(OUT)18"(S)=22.61 z2z4t 10 RIM=31.26 IE(OUT)12"(E)=27.93 z 6- 3r3 5 5 1+00 1+20 1+40 1+60 SCALE: 1"=20' HORIZ; 1"=5' VERT LOCATIONS AND ELEVATIONS ARE INDICATED U Q0 WITH STRIKETHROUGH TEXT. REFER TO CONTRACT DOCUMENTS FOR ADDITIONAL p U (D DETAILS (� 'In p Q o0 N 40 °� v 40 35 35 35 '� ^ "' -00 '-' `�' 35 40 Q 40 un cn z LACE DENSE FOAM PE .� a lr-q 00 M � HE SPECS ETW SD & W p N p a� �_ a�� w w Q w w w w w S DIRECTED BY THE Our) m O-- _ J - _ NGINEER p czX xQ XX - - - X X X 35 a w w �' a w w 35 30 - 30 30 30 35 w v) w_w 35 9 X o w 6LF12"PPSD 22LF12"DI SDIF 13LF12"DI SD@ - - - @SLP=3.06% @SLP=7.56% 9 LF 12 PP SD @ SLP=0.00% SLP=0.77% 30 30 25 25 D , 25 33 LF 12" PP SD 30 % M O EXIST CB #69591 @ SLP=2.10% O O YO RIM=30.75 88.% FOAM BETWEEN IE(IN)6"(N)=28.55 (RECONNECT Q IE(IN)4"(E)=28.75 (EXIST) 25 D 25 20 EXIST SDMH #26853 20 20 IE(OUT)12"(S)=28.70 20 25 25 STA F6+ 11, 17' RT RIM=31.45 48" SDMH #56 Q IE(IN)12"(S)=22.10 (ABAN) RIM=30.24 Li IE(IN)12"(N)=27.40 (ABAN) IE(IN)12"(N)=28.60 20 CB „ 20 15 IE(IN)12"(S)=25.20 15 15 IE(IN)4"(SE)=29.00 (RECONNECT) 20 20 RIM=31.32 RHp4-_g+.&+ IE(IN)4"(SE)=28.10 IE(OUT)12"(W)=25.33z�-88 EXIST VI LEFT V36 E(OUT)12"(W)=26.33 z14�4rs IE(OUT)12"(N)=23.48 IN SERVICE 33 LF 12" C900 CB #4448" SDMH #14 @ SLP=5.07% "15 LF 12" PP SD 15 10 STA F5+89, 16' RT 10 10 $-5 � 10 15 RIM=29.71 � STA F9+124#15' RT 15 @ SLP=6.20% RIM=31.03 48" SDMH #33 - RIM=30.65 48" SDMH #32 8.58% IE(IN)18"(N)=21.76 STA F7+70, 12' RT 2848 IE(IN)24'(N)=19.46 STA F4+47, 15' RT IE(IN)12"(S)=21.85 zz+.FR RIM=30.70 24.48 IE(IN)12"(NW)=26.98 RIM=31.67 - IE(IN)12"(NW)=27.09 26.88 IE(IN)24"(N)=20.49 28.63r 23-58 IE(IN)12"(E)=22.85 (EXIST) 10 IE(IN)18"(N)=22.01 2248r- 10 5 IE(OUT)18"(SE)=21.76 5 5 IE(IN)12"(W)=25.07 25-44 5 10 IE(IN)12"(S)=26.19 zPr, AA 10 IE(IN)12"(W)=22.97 23-28 (RECONNE T) CB #17 IE(IN)12"(E)=23.64 I IE(OUT)24"(S)=19.46 2848 IE(IN)12"(E)=24.08 24.26 RIM=30.72 CB #42 IE(OUT)24"(S)=20.46 28.63!E(!N)+R-'(NE)-24 IE(OUT)18"(S)=22.00 2248r IE(OUT)12"(SE)=27.28 RIM =30.22 5 5 0 _L 0 0 IE(OUT)12"(E)=25.072-5-. 0 5 5 1+00 1+20 1+40 1+60 0+80 1+00 1+20 1+40 1+60 1+00 1+20 1+40 1+60 1+80 1+00 1+20 1+40 1+60 SDMH #32 TO SDMH #51 5 CB #17 TO EXIST SDMH #26853 6 CB #42 TO EXIST CB #69591 7 CB #44 TO SDMH #34 8 SCALE: 1"=20' HORIZ; 1"=5' VERT SD-15 SCALE: 1"=20' HORIZ; 1"=5' VERT D-16 SCALE: 1"=20' HORIZ; 1"=5' VERT D-16 SCALE: 1"=20' HORIZ; 1"=5' VERT D-16 R-394941 NOTICE SEO RECORD DESIGNED RENTON DOWNTOWN SHEET 0 Y2 1 DRAWINGS ® UTILITY LATERAL DRAINAGE BAW DRAWN PROFILES - 3 SD-42 IF THIS BAR DOES SEE NOTE ON murraysmirlh� IMPROVEMENTS NOT MEASURE 1" TTT I L-lr!!Kl 1E.14 DRAWING i 10/26/2022 JJM RECORD DRAWING T NOT TO SCALE IS CHECKED COVER SHEET PROJECT 41 Of 121 NO. DATE BY REVISION I I PROJECT NO.: 18-2251 SCALE: AS SHOWN I DATE: JANUARY 2021 It 0) C'7 Lu v a� J V) N z O U) ry w w w w r, J w a 0 N M N 0 N 0 M i 0 J Q ry w a Q U) Ln N N L0 a) v Q i N Q) L0 ra a a Q c 0 N N i 00 i v N O L �I w no 40 X 35 �- i Lu n � z U) Ln nL Q o Q Ln V V) U) N X X- X X w-Liwn w w x w m 35 ` - 30 �- 30 38 LF 12" DI SD o @ SLP=4.00% 25 ( 25 EXISTING CB LEFT IN SERVIC CB #46 CHANGED TO TYPE 1 CB 20 RIM=29.74 2F. + 3 20 IE(OUT)12"(N)=27.70 RIM=29.78f�H�� IE(OUT)12"(W)=24.18 24.38 60" SDMH #34 15 STA F9+24, 15' RTF 15 - RIM=30.65 34 LF 12"C900 SD z19-.+8 IE(IN)24"(N)=19.46 @ SLP=3.970/o 24.48 IE(IN)12"(NW)=26.98 zi9-5119 IE(IN)12"(E)=22.85 26--84- IE(IN)12"(S)=26.19 10 26-4119 IE(OUT)24"(S)=19.46 5 5 1+00 1+20 1+40 1+60 1+80 2+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 T 40 '� N = O z U) X � x x a .m 35 w w Lu " 35 30 19 LF 12" PP SD @ SLP=5.74% 3--53 - 25 20 33 LF 12" DI SD @ SLP=5.86% T 8.5 E) %'v 25 CB #52 RIM = 28. 97 26-.-8r3r IE(OUT)12"(N)=27.70 48" SDMH #37 STA F12+04, 30' LT 36' ELF 15 RIM=29.87 15 IE(IN)12"(S)=25.77 26.65 IE(IN)12"(N)=26.50 25-9+ IE(IN)12"(E)=24.57 10 IE(OUT)18"(W)=19.59 19.�zEi 10 CB #50 RIM = 29.14 RHp4-i!9.8+ IE(OUT)12"(S)=27.59 26.81 5 5 1+00 1+20 1+40 1+60 TO C m 35 30 25 20 .E 35 30 32 LF 12" PP SD _ @ SLP=0.50% -33 LF 12" PP SD @ SLP=1.76% 20 15 RIM=29.67 15 IE(OUT)12"(W)=20.65 zM..4119 48" SDMH #35 10 STA F10+01, 15' RTL 10 RIM=30.13 - IE(IN)24"(N)=19.60 19.84 IE(IN)12"(E)=20.06 28..24 IE(OUT)24"(S)=19.58 19.84 5 1 1 5 1+00 1+20 1+40 SDMH #35 TO SDMH #53 SCALE: 1"=20' HORIZ; 1"=5' VERT m 35 ii� Q cn cn J?: a Ln U V) U') V) (Ln w w w -Lux w- V) x w 30 - - 0 9 LF 12" PP SD @ SLP=10.08% 35 30 25 25 31 LF 12" PP SD @ SLP=1.34% 20 20 FO r- 48" SDMH #54 RIM=29.52 15 48" SDMH #36 IE(OUT)12"(W)=20.4428.2 15 STA F10+82, 12' RTC RIM=30.04 IE(IN)24"(N)=19.42 +9.5F 10 IE(IN)12"(E)=20.03 10 IE(IN)12"(W)=24.03 z�S CB #49 IE(OUT)24"(S)=19.37+9.5F RIM=29.59 IE(OUT)12"(E)=24.94 24.63r 5 1 15 1+00 1+20 1+40 1+60 CB #49 TO SDMH #54 r SCALE: 1"=20' HORIZ; 1"=5' VERT 40 t� V - N 00 X w X 35 -w w 30 5 LF 12"PP SD @ SLP=57.54% E).25% I-JIM114.1 m 35 30 25 Ul O 0 1 - 20 ref 20 46 LF 18" PP SD @ SLP=0.83% 3--5611% 48" SDMH #37 15 60 SDMH 4-38 RIM=29.87 15 STA F12+04, 16' RT IE(IN)12"(S)=25.77 26--65 RIM=29.54 RW-29.�'T IE(IN)12"(N)=26.50 25.9+ IE(IN)24"(N)=19.17 IE(IN)12"(E)=24.57 19.4& IE(IN)18"(E)=19.21 IE(OUT)18"(W)=19.59 19-FS 10 m`4-2-�L IE(IN)12"(W)=21.55 22-88 IE(IN)18"(NW)=31.58r (RECONNECT) CB #51 IE(OUT)24"(S)=19.27 +9.15 RIM=29.18 5 IE(OUT)12"(E)=24.53 24.28r 5 1+00 1+20 1+40 1+601+70 CB #51 TO SDMH #37 r SCALE: 1"=20' HORIZ; 1"=5' VERT Q (n cn cn Q o0 M c m 35 � O r' 35 35 0 � - 35 40 Q N 40 - z c~n � Ln Ln ul) Ln- Lu X N �"� ,-I ,-I Q 00 0 N w Lu Lu w w ,� H V)c~n (1)(1)Q z a II Lu� w w w x x Q 30 30 30 X 30 35 a w 35 - _ _ - w _ - 8 LF 12" PP SD .8--EF 11 LF 12" PP SD 41 LF 8" DI SD @ SLP=8.53% � @SLP=5.13% @ LP=0.3�9%0% 25 - DI �'� 34 LF 12 £�9SD 2583�1- 25 0 O 30 0 @ SLP=5.77% ( 20 �^ 20 CB #55 20 25 CB #59 RIM=32.45 H�". CB #57 25 CHANGED TO �� TYPE 1 CB 0 RIM=28.17 IE(OUT)8"(NE)=30.40 38.51 RIM=32.56 IE(OUT)8"(W)=26.70 IE(OUT)12"(W)=30.39z29-.9f RIM=28.65 26.35 6 LF 12" PP SD IE(OUT)12 (W)=23.67 z @SLP=2.71 /o±-89 15 60" SDMH #40 15 15 15 20 20 STA F13+64, 14' RT 32 LF 8" DI SD RIM=29.39 RHp4-29.5.5 @ SLP=1.55% 0 IE(IN)36"(N)=18.49 +8-�z8r 3.s8% IE(IN)12"(W)=23.93 zR9..68 CB #5811 10 IE(IN)12"(E)=21.69 i 10 10 60" SDMH #41 10 15 RIM=32.79 15 IE(OUT)36"(S)=18.48 +8.FB STA F15+14, 11' RT STA F 5 . i i1 R- - IE(IN)8"(SW)=30.24 39-B8 r CB #54 RIM=28.76 f�H►4-z�8-3.3� IE(IN)12"(E)=30.24 28-95 RIM=28.79 IE(IN)36 (N)=18.26 �8-�� IE(OUT)12"(S)=27.44 z�.-F2 IE(OUT)12"(E)=24.59 �G IE(IN)12"(W)=22.76 zRi..9-1 5 5 5 IE(IN)8"(E)=26.21 26-+8r 5 10 10 CB #56 IE(OUT)36"(S)=18.21 18.41 RIM=28.21 IE(OUT)12"(E)=23.30 0 0 0 0 5 5 1+00 1+20 1+40 1+60 1+00 1+20 1+40 1+60 1+00 1+20 1+40 1+60 CB #54 TO SDMH #55 r6-'� CB #56 TO CB #55 CB #59 TO CB #57 SCALE: 1"=20' HORIZ; 1"=5' VERT �17 SCALE: 1"=20' HORIZ; 1"=5' VERT �-1 SCALE: 1"=20' HORIZ; 1"=5' VERT D-18 SCALE: 1"=20' HORIZ; 1"=5' VERT D-19 R-394942 NOTICE JAM RECORD DESIGNED RENTON DOWNTOWN SHEET 0 % 1 BAW DRAWINGS ® UTILITY LATERAL DRAINAGE DRAWN PROFILES - 4 SD-43 IF THIS BAR DOES SEE NOTE ON murraysmirth� IMPROVEMENTS NOT MEASURE 1" TTT I L-lr!!Kl lE.lm DRAWING 1 10/26/2022 JJM RECORD DRAWING T NOT TO SCALE IS CHECKED COVER SHEET PROJECT 42 of 121 NO. DATE BY REVISION PROJECT NO.: 18-2251 SCALE: AS SHOWN DATE: JANUARY 2021 O7 Lu w cy) M O >O z 5- Z a 40 - 40 40 `V' Q 40 40 w 40 40 p w 40 Ln 0.6 ,--i U)� N ,--I U7 LO> N O N ,--I l� O 00 cn = F- U)2 a X X -LO X X a� X x X w.. x 07 X X` 35 W '-'-' � x 35 35 O ,� 35 35 35 35 35 w w LO w w W W a w W a w � X _ 28 LF 12" DI SD a w �- - - - - - - - - - - - - - ZA @ SLP=1.28% - � 34 LF 12" DI SD - - - - @ SLP=3.40% 30 30 30 30 F 32�LF 12" DI SD 30 30 8.51% 0 30 YO , r 0 J 0 @ SLP=0.81% 0 0 3- 49% 0 0 � 0 25 25 25 CB #22 25 25IT 25 25 25 RI CB #61 CB # CB #62 RIM=32.32 CB #60 IE(OUT)OUT) 1312"(E)-30.13 CB #23 63 RIM=33.08 RIM=32.97 28.88 - IE(OUT)12"(E)=30.64 RIM=32.30 RIM=32.24 IE(OUT)12"(E)=27.28 IE(OUT)12"(W)=27.50 " 3�� 9• IE(OUT)12"(W)=27.16 IE(OUT)12"(W)=27.16 8 #46 4848"STA SDMH DMHH4+115' LT 20 � 20 20 20 20 20 20 20 30 LF 12" DI SD @ SLP=4.51% RIM= ���� 6 LF 12 PP SD 6 LF 12" PP SD IE(IN)12"(N)=26.87 �0 6LF12"PPSD @ SLP=4.12% 5.88 � @ SLP=2.11% S.E)E) l� 48" SDMH #45 @ SLP=3.63% IE(I UT)12"(S)=2 .52 39- 3r IE(OUT)12 (S)=26.77 15 48" SDMH #44 15 15 15 15 STA H3+63, 13' LT 15 15 15 STA G4+10, 10' LT RIM=33.22 CB #64 RIM=32.48 RHPq-32.-6-r 48" SDMH #20 IE(IN)12"(E)=27.27 2F.Cry RIM=33.07 IE(IN)12"(N)=26.49 STA G5+19 9' LT IE(IN)12"(W)=27.02 38.43r IE(IN)4"(W)=31.62(RECONNECT) 31.96 RIM=32.42 fRHp",- 2-�T IE(OUT)12"(S)=26.97 �9 IE(OUT)12"(E)=30.67 38.98 10 IE(IN)12(E)=26.93� 10 10 IE(IN)12"(N)=24.80 10 10 - 10 10 10 IE(IN)12 (W)=29.28 38.24 IE(IN)12"(E)-27.03 z 4 a) IE(OUT)12"(S)=26.46 z16.-59 IE(IN)12'(W)=29.77 29-99 U) IE(OUT)12"(S)=24.79 J Ln 5 5 5 5 5 5 5 5 1+00 1+20 ll+--"2 1+00 1+20 1+35 1+00 1+20 1+40 1+60 1+00 1+20 1+40 CB #61 TO CB #60 CB #22 TO CB #23 2 CB #63 TO CB #62 3 CB #64 TO SDMH #46 4 N z 00 SCALE: 1"=20' HORIZ; 1"=5' VERT D-20 SCALE: 1"=20' HORIZ; 1"=5' VERT D-20 SCALE: 1"=20' HORIZ; 1"=5' VERT SD-2 SCALE: 1"=20' HORIZ; 1"=5' VERT SD-2 w u- RECORD DRAWINGS SHOW CONTRACTOR SURVEYED STRUCTURE LOCATIONS AND J ELEVATIONS. THE ORIGINAL DESIGN 11J LOCATIONS AND ELEVATIONS ARE INDICATED a WITH STRIKETHROUGH TEXT. REFER TO Ln CONTRACT DOCUMENTS FOR ADDITIONAL N �p DETAILS 40 0 w 40 55 55 55 55 55 55 M (D U) U) U)a oC U) O N O w a W U) a N H Lo w U w a O O 35 w _a w W 35 50 (D z a a 50 50 50 50 '-' T' `O 50 Lo ,-q U) a a u7 p w Q a "' 32 LF 12" PP SD @ X a a w 32 LF 8" C900 @ SLP=0.78% 31 LF 8" DI SD @ W SLP=0.19% o 30 30 45 _ 45 45 - 45 S P 03.46% - - - - - - - °'`� 45 cn O 0 0 W Q 25 25 40 40 40 40 40 40 LJ J CB #30 CB #70 RIM=32.82 z31 •-8t CB #68 RIM=45. 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DATE BY REVISION PROJECT NO.: 18-2251 SCALE: AS SHOWN I DATE: JANUARY 2021 U N V) N z O ry w LL LL w J w a 0 N M N O N O 0 J ry W a J 0 Ln N N ,-1 L0 4-+ N N L U7 a U / N Q) ru L d d 0 C O C N ry N N / 00 / U L a �I w / 55 50 r— -I- 32 LF 8" C900 @ SLP=0.66% 45 .g L -a a Ln U cV a � � a O U) a w 0 35 L CB #72 RIM=45.46 IE(OUT)8"(E)=42.80 30 25 all �1 I CB #73 55 50 45 .us RIM=45.83 35 IE(IN)8"(W)=42.59 IE(OUT)12"(N)=42.59 1+00 1+20 1+40 1+60 CB # 72 TO CB # 73 SCALE: 1"=20' HORIZ; 1"=5' VERT 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. I DATE I BY 1 D-2 30 25 20 NOTICE SEO 0 Y2 1 DESIGNED BAW DRAWN IF THIS BAR DOES NOT MEASURE 1" TTT THEN DRAWING IS CHECKED NOT TO SCALE ----SID --=- S \ i-----S —I ---SD I T — — — — — T T_ \ — T————— T — — — — —T I T— _ — — — T — L�— v T-----T— I —_ 1211DI W L-T I�1co \ II I W Cl -----8„WCI ---- CID_I W Cl _ 8„W CI - - _ _ 8„W CII� - - - I _ „WCI -yr-__8„W SHA I UCK AVE III L • I — — _ F6 00 °- — — cai I� II I I SDMH # 15�- �I I =X-D I -SS ---- - -SS - - SS __ SSi-T__ -SS - SDMH #14 1 I cEL I I --SD -18"PP SD- - - SD - - - - - SD - II _--SD �I _—SD DO I � �— �— UGP — — — —— UGP — - — —=UGP— — —I— �U _V _ — _--UGP-- --TUGP--- --UGf'-TV _ TV - - UG= -_ _ J - - - - _ T V — _ _ V +--UGPL=tJGP, �=TV�� T I V /IFA I I / I I I � o (n N I -I_8„W CI ---- _� 8"W Cl — MIC270 —8'W CI----_8' I o I � TD— — — — I I I 35 s U) I N SDMH #16 I I -18"PP SD i I I o I � � N SD -fl--SD - � - - - - SD - - I - - - SD - - - - SD - I \ I ---SD --- \ I I I -T---- GP-O --_ -_\UGP-----UGP----- T--_--T-- _ T - --- _T-�� N U P - - - -- CP-__ CB # 17 - -60� - - I �UGP_ —T-----T— —_don-- I —� --T-- T � _ I — — — — — — T — _ —don — — — — G — — _ _ doll G = _ =d�dG= _ _ _ =d GG — / don — — - - - - - - - - - - - - - r, ---- c -----G T--- Gam— \ --------G-- 7' RECORD DRAWINGS SEE NOTE ON murra sm� COVER SHEET S— --SD 'o 1 - U \ � I— T \ I I I � I S 3RD ST & SHATTUCK AVE S SCALE: 1" = 5' RENTON DOWNTOWN o UTILITY IMPROVEMENTS PROJECT mom LATERAL DRAINAGE PROFILES - 6 PROJECT NO.: 18-2251 I SCALE: AS SHOWN I DATE: JANUARY 2021 R-394944 SHEET SD-45 44 of 121 no REVISION m co O 6 w U N U7 J U) N N C� Lu Y Q rn O M N O N n M O i U7 O O Ln (n i U) O 0 L O U N N 0 Q O c N L L U x x x x x x J O c tj 4- L rp L 4J U P L J L U x 0 cm c O c N O U O cYi M M U N 0 L m O N P. STRUCTURAL NOTES (THESE NOTES ARE TYPICAL UNLESS NOTED OR DETAILED OTHERWISE ON DRAWINGS) CODE ALL MATERIALS, WORKMANSHIP, DESIGN, AND CONSTRUCTION SHALL CONFORM TO THE DRAWINGS, SPECIFICATIONS, AND THE INTERNATIONAL BUILDING CODE (IBC), 2015 EDITION. SPECIFICATIONS AND STANDARDS WHERE REFERENCED ON THE DRAWINGS ARE TO BE THE LATEST EDITION. DESIGN LOADS DEAD LOADS: STRUCTURE SELF WEIGHT LIVE LOADS: TRAFFIC 250 PSF, HS-20 SEE PLANS FOR ADDITIONAL DESIGN LOADS. STATEMENT OF SPECIAL INSPECTIONS SPECIAL INSPECTIONS ARE REQUIRED AS INDICATED IN THE FOLLOWING TABLE. THE CONTRACTOR SHALL SUBMIT A WRITTEN STATEMENT OF RESPONSIBILITY TO THE BUILDING OFFICIAL AND OWNER PRIOR TO COMMENCEMENT OF WORK IN ACCORDANCE WITH CHAPTER 1704.4 OF THE IBC. CONCRETE CONSTRUCTION - SPECIAL INSPECTION IS REQUIRED IN CONFORMANCE WITH IBC SECTION 1705.3 AND TABLE 1705.3. ���:Lyre��l►���x.�:r•�►rr•�:irure�x•�.u�����:�v��y:ra�■ �:reel►u�r.�e�:a.>ti►�:a�y�xyre��i►���x.�:r•�►�re� ��:r �:Ir•���u STRUCTURAL OBSERVATION OF THE STRUCTURAL SYSTEM BY THE ENGINEER IS NOT REQUIRED. FOUNDATIONS: SOILS REPORT: REPORT NO: 20181376.003A PREPARED BY: KLEINFELDER DATED: JAN 20, 2020 ALLOWABLE PILE CAPACITY: 10 TONS (PER GEOTECH) LATERAL EARTH PRESSURE (MANHOLES): AT -REST ABOVE GROUND WATER: 65 PCF AT -REST BELOW GROUND WATER: 96 PCF DESIGN GROUND WATER DEPTH: 6' BELOW GRADE LATERAL EARTH PRESSURE (CULVERT PENETRATION & STRONGBACK): AT -REST ABOVE GROUND WATER: 65 PCF + ANY APPLICABLE SURCHARGE AT -REST BELOW GROUND WATER: 34 PCF + HYDROSTATIC PRESSURE IMPORTED STRUCTURAL FILL AND BACKFILL MATERIAL SHOULD CONSIST OF CLEAN, WELL GRADED GRANULAR MATERIAL FREE OF DEBRIS OR ORGANICS. REFER TO GEOTECHNICAL REPORT FOR SPECIFICS. 4" 0 PIPE PILING INSTALLATION 4" SCHEDULE 160 UNCOATED PIPE SHALL CONFORM TO ASTM A53 GRADE A, FY = 35 KSI (MIN) PIPE PILING SHALL BE DRIVEN INTO THE SUBGRADE TO A POINT OF REFUSAL WITH REFUSAL CRITERIA DETERMINED BASED ON HAMMER SIZE SELECTED BY THE CONTRACTOR, AND A STATIC LOAD TEST PROGRAM. REFER TO GEOTECHNICAL REPORT. MINIMUM LAPS AND EMBEDMENT UNLESS OTHERWISE NOTED, REINFORCING SPLICE LENGTHS AND DEVELOPMENT LENGTHS SHALL BE AS TABULATED BELOW: f'c = 4000 PSI DEVELOPMENT LENGTH LAP SPLICE BAR TENSION COMPRESSION TENSION COMPRESSION SIZE TOP BARS THE BARS ALL BARS TOP BARS BARS ALL BARS #3 22 17 9 28 22 12 #4 29 22 11 37 29 15 #5 36 28 14 47 36 19 #6 43 33 17 56 43 23 #7 63 48 20 81 63 27 #8 72 55 22 93 72 30 NOTE: 1. ALL LENGTHS ARE IN INCHES. 2. ALL LAP SPLICES ARE CLASS B. 3. "TOP BARS" ARE HORIZONTAL REINFORCEMENT PLACED SUCH THAT MORE THAN 12 INCHES OF CONCRETE IS CAST IN THE MEMBER BELOW THE BAR. PIPE SECTIONS SHALL BE CONNECTED WITH COMPRESSION FITTED SLEEVE COUPLERS. REFER TO GEOTECHNICAL CONCRETE COVER ON REINFORCING FREQUENCY AND DISTRIBUTION OF REPORTS - INSPECTION REPORTS SHALL BE PROVIDED FOR EACH DAY ON SITE BY REPORT. SPECIAL INSPECTOR. STRUCTURAL OBSERVATION REPORTS SHALL BE PROVIDED AFTER EACH OBSERVATION. REPORTS CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH: 3" SHALL BE DISTRIBUTED TO THE CONTRACTOR, ENGINEER AND BUILDING OFFICIAL. CONCRETE SPECIAL INSPECTION OPERATION CONT PERIODIC REMARKS SOILS SHORING (WHERE REQUIRED) X GEOTECH ENGINEER EXCAVATION & FILL & COMPACTION X GEOTECH ENGINEER PIPE PILING INSTALLATION X PILING REFUSAL VERIFICATION X CONCRETE REINFORCING PLACEMENT X CONCRETE TEST SPECIMENS X CONCRETE PLACEMENT X EPDXY ANCHORS X STRUCTURAL STEEL FABRICATION & ERECTION X ALL WELDING X NOTE: ALL ITEMS MARKED WITH AN "X" SHALL BE INSPECTED IN ACCORDANCE WITH IBC CHAPTER 17. SPECIAL INSPECTION SHALL BE PERFORMED BY A QUALIFIED TESTING AGENCY DESIGNATED BY THE OWNER. THE STRUCTURAL ENGINEER AND BUILDING OFFICIAL SHALL BE FURNISHED WITH COPIES OF ALL RESULTS. ANY INSPECTION FAILING TO MEET THE PROJECT SPECIFICATIONS SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE DESIGN TEAM. SHOP DRAWINGS SHOP DRAWINGS FOR THE FOLLOWING ITEMS SHALL BE SUBMITTED TO THE STRUCTURAL ENGINEER FOR REVIEW PRIOR TO FABRICATION: 1. REINFORCING STEEL 2. CONCRETE MIX DESIGN 3. STRUCTURAL STEEL SHOP DRAWINGS SHALL BE REVIEWED, REVISED AS REQUIRED FOR FIELD CONDITIONS, AND DATE STAMPED BY THE CONTRACTOR PRIOR TO REVIEW BY THE ENGINEER. CONTRACTOR SHALL PROVIDE (3) SETS OF SHOP DRAWINGS FOR ENGINEER'S REVIEW. ALLOW TWO WEEKS FOR SHOP DRAWING APPROVAL BY ENGINEER. ENGINEER'S SHOP DRAWING REVIEW IS FOR GENERAL CONFORMANCE WITH THE DESIGN CONCEPT AND CONTRACT DOCUMENTS. MARKINGS OR COMMENTS SHALL NOT BE CONSTRUED AS RELIEVING THE CONTRACTOR FROM COMPLIANCE WITH THE PROJECT PLANS AND SPECIFICATIONS. THE CONTRACTOR REMAINS RESPONSIBLE FOR DETAILS AND ACCURACY, FOR CONFORMING AND CORRELATING ALL QUANTITIES AND DIMENSIONS, FOR SELECTING FABRICATION PROCESSES, FOR TECHNIQUES OF ASSEMBLY, AND FOR PERFORMING THE WORK IN A SAFE MANNER. ENGINEER'S SHOP DRAWING REVIEW OF STRUCTURAL COMPONENTS DESIGNED BY OTHERS IS FOR LOADS IMPOSED ON THE BASIC STRUCTURE. THE COMPONENT DESIGNER IS RESPONSIBLE FOR CODE CONFORMANCE AND ALL CONNECTIONS TO THE BASIC STRUCTURE. SHOP DRAWINGS SHALL INDICATE MAGNITUDE AND DIRECTION OF THE LOADS IMPOSED ON THE BASIC STRUCTURE AND SHALL BE STAMPED & SIGNED BY A PROFESSIONAL ENGINEER REGISTERED IN THE SAME STATE AS THE PROJECT. FABRICATION SHALL BEGIN ONLY AFTER SHOP DRAWINGS BEARING THE STAMP AND SIGNATURE OF THE PROJECT ENGINEER OF RECORD AND CONTRACTOR HAVE BEEN RECEIVED. O 6 ENGINES RING 250 4TH AVE. S., SUITE 200 EDMONDS, WASHINGTON 98020 PHONE (425) 778-8500 FAX (425) 778-5536 1 03/15/23 JGG RECORD DRAWINGS NO. DATE BY REVISION NOTICE 0 % 1 IF THIS BAR DOES NOT MEASURE 1" THEN DRAWING IS NOT TO SCALE ALL CONCRETE SHALL BE MIXED, PROPORTIONED, CONVEYED, AND PLACED IN ACCORDANCE WITH CHAPTER 26 OF ACI 318 AND THE AMERICAN CONCRETE INSTITUTE'S SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS (ACI 301). ALL CONCRETE SHALL BE STONE -AGGREGATE CONCRETE HAVING A UNIT WEIGHT OF APPROXIMATELY 150 POUNDS PER CUBIC FOOT. CONCRETE STRENGTHS AT 28 DAYS (fc) AND MIX CRITERIA SHALL BE AS FOLLOWS: MAXIMUM MIN CEMENT TYPE OF CONSTRUCTION f'c WATER/CEMENT CONTENT PER CUBIC MAXIMUM SHRINKAGE STRAIN RATIO YARD WALLS 4000 PSI 0.50 6 SACK N/A ELEVATED SLABS 4000 PSI 0.50 6 SACK N/A BEAMS 4000 PSI 0.50 6 SACK N/A THE MINIMUM AMOUNT OF CEMENT LISTED ABOVE MAY BE CHANGED IF A CONCRETE PERFORMANCE MIX IS SUBMITTED TO THE ENGINEER AND THE BUILDING DEPARTMENT FOR APPROVAL TWO WEEKS PRIOR TO PLACING ANY CONCRETE. THE PERFORMANCE MIX SHALL INCLUDE THE AMOUNTS OF CEMENT, FINE AND COARSE AGGREGATE, WATER, AND ADMIXTURES AS WELL AS THE WATER -CEMENT RATIO, SLUMP, CONCRETE YIELD, AND SUBSTANTIATING STRENGTH DATA IN ACCORDANCE WITH CHAPTER 26 OF ACI 318. ALL CONCRETE EXPOSED TO WEATHER OR TO FREEZING TEMPERATURES SHALL BE AIR -ENTRAINED IN ACCORDANCE WITH ACI 318 TABLE 19.3.3.1 FOR MODERATE EXPOSURE CLASS F1. REINFORCING STEEL REINFORCING STEEL SHALL BE DEFORMED BILLET STEEL CONFORMING TO ASTM A615, AND SHALL BE GRADE 60 (Fy = 60,000 PSI), UNLESS NOTED OTHERWISE. GRADE 60 REINFORCING BARS INDICATED ON DRAWINGS TO BE WELDED SHALL CONFORM TO ASTM A706. REINFORCING COMPLYING WITH ASTM A615 MAY BE WELDED IF MATERIAL PROPERTY REPORTS INDICATING CONFORMANCE WITH WELDING PROCEDURES SPECIFIED IN AWS D1.4 ARE SUBMITTED. REINFORCING STEEL SHALL BE DETAILED INCLUDING HOOKS AND BENDS IN ACCORDANCE WITH SP-66 AND ACI 318R, LATEST EDITIONS. UNLESS OTHERWISE NOTED, REINFORCING SPLICE LENGTHS AND DEVELOPMENT LENGTHS SHALL BE PER SCHEDULE. MECHANICAL SPLICING OF REINFORCING BARS, WHERE INDICATED ON THE DRAWINGS, SHALL BE BY AN ICBO APPROVED SYSTEM, SHALL DEVELOP 125% OF THE SPECIFIED YIELD STRENGTH OF THE BAR, AND SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. REINFORCING SHALL BE PLACED AND ADEQUATELY SUPPORTED PRIOR TO PLACING CONCRETE. WET -SETTING EMBEDDED ITEMS IS NOT ALLOWED WITHOUT PRIOR ENGINEER APPROVAL. BARS PARTIALLY EMBEDDED IN HARDENED CONCRETE SHALL NOT BE FIELD BENT UNLESS SO DETAILED OR APPROVED BY THE STRUCTURAL ENGINEER. REFER TO CHAPTER 7 OF ACI 318 FOR OTHER REINFORCING STEEL REQUIREMENTS. NON -SHRINK GROUT NON -SHRINK GROUT SHALL BE CEMENT -BASED WITH A MINIMUM COMPRESSIVE STRENGTH OF 6000 PSI WHEN TESTED IN ACCORDANCE WITH ASTM C-109. GROUT SHALL BE MIXED AND PLACED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. IVIK �E C 0 D DES GNED JEG D �Al�� �V G S DRAWN JGG SEE IIOUE DIM CHECKED COYER SHEFU murra,!sm�rth CONCRETE EXPOSED TO EARTH AND WEATHER: #6 BARS AND LARGER 2" #5 BARS AND SMALLER 1 1/2" CONCRETE NOT EXPOSED TO EARTH OR WEATHER: SLABS, WALLS AND JOISTS 3/4" COLUMN TIES OR SPIRALS AND BEAM STIRRUPS 1 1/2" CONCRETE GENERAL NOTES PROVIDE CORNER BARS TO MATCH THE HORIZONTAL REINFORCING WITH TENSION LAP SPLICE AT EACH SIDE PER TABLE, OR BEND ONE SIDE OVER TO PROVIDE TENSION LAP. ALL CONSTRUCTION JOINTS SHALL BE THOROUGHLY CLEANED AND PROPERLY PREPARED IMMEDIATELY PRIOR TO POURING OF CONCRETE. DOWEL STEEL SHALL BE THE SAME SIZE AND SPACING AS MAIN REINFORCING DETAILED BEYOND JOINT. BARS PARTIALLY EMBEDDED IN HARDENED CONCRETE SHALL NOT BE FIELD BENT UNLESS SO DETAILED OR APPROVED BY THE STRUCTURAL ENGINEER. STRUCTURAL STEEL STRUCTURAL STEEL DESIGN, FABRICATION AND ERECTION SHALL BE IN ACCORDANCE WITH THE AISC "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS", LATEST EDITION. PLATES, ANGLES, AND RODS SHALL CONFORM TO ASTM A36, Fy = 36 KSI. STRUCTURAL TUBING SHALL CONFORM TO ASTM A500 GRADE B, Fy = 46 KSI. BOLTS CONNECTING STEEL MEMBERS SHALL CONFORM TO ASTM A325-N. BOLTS SHALL BE 3/4"0 MINIMUM, UNO ANCHOR BOLTS SHALL CONFORM TO ASTM A307. CONTRACTOR SHALL PROVIDE CONNECTION ADJUSTMENT TOLERANCES TO SATISFY THE REQUIREMENTS OF AISC MANUAL OF STEEL CONSTRUCTION. UNLESS SPECIFIED AS STAINLESS STEEL, ALL STEEL MEMBERS, SHAPES, BOLTS, AND ACCESSORIES EXPOSED TO WEATHER, EARTH, OR MOISTURE SHALL BE HOT DIP GALVANIZED. WELDING WELDING SHALL CONFORM TO AWS "STRUCTURAL WELDING CODE", LATEST EDITION. ALL WELDING SHALL BE DONE WITH 70 KSI LOW HYDROGEN ELECTRODES. WHERE NOT CALLED OUT, MINIMUM FILLET WELD SIZE SHALL BE PER TABLE 5.8 IN AWS D1.1, LATEST EDITION. WELDING OF REINFORCING BARS SHALL NOT BE PERMITTED UNLESS SPECIFICALLY CALLED OUT ON DRAWINGS OR APPROVED BY STRUCTURAL ENGINEER. WELDING OF GRADE 60 REINFORCING BARS SHALL BE PERFORMED USING LOW HYDROGEN ELECTRODES. WELDING OF GRADE 40 REINFORCING BARS SHALL BE PERFORMED USING E70XX ELECTRODES. SEE REINFORCING NOTES FOR MATERIAL REQUIREMENTS OF WELDED BARS. WELDING WITHIN 4" OF COLD BENDS IN REINFORCING BARS IS NOT PERMITTED. ALL WELDING SHALL BE DONE BY WASHINGTON ASSOCIATION OF BUILDING OFFICIALS (WABO) CERTIFIED WELDERS. EXISTING STRUCTURE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, MEMBER SIZES AND CONDITIONS OF THE EXISTING STRUCTURE DEPICTED IN THE DRAWINGS, AND NOTIFY THE STRUCTURAL ENGINEER OF ANY DISCREPANCIES FOR POSSIBLE REDESIGN. CONTRACTOR RESPONSIBLE FOR COMPLETELY SEALING ALL AREAS WHERE EXISTING MATERIAL IS PENETRATED OR REMOVED. PROVIDE WATER PROOFING AS REQUIRED. i • RENTON DOWNTOWN � UTILITY IMPROVEMENTS PROJECT GENERAL STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH ALL OTHER DRAWINGS FOR BIDDING AND CONSTRUCTION. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS FOR COMPATIBILITY BEFORE PROCEEDING. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER BEFORE PROCEEDING. CONTRACTOR SHALL BE RESPONSIBLE FOR ERECTION STABILITY AND TEMPORARY SHORING AS NECESSARY UNTIL PERMANENT SUPPORT AND STIFFENING ARE INSTALLED. CONTRACTOR -INITIATED CHANGES SHALL BE SUBMITTED IN WRITING TO THE ENGINEER FOR APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION. CHANGES SHOWN ON SHOP DRAWINGS ONLY WILL NOT SATISFY THIS REQUIREMENT. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS ARE NOT SPECIFICALLY INDICATED BUT ARE OF A SIMILAR CHARACTER TO DETAILS SHOWN, SIMILAR DETAILS OF CONSTRUCTION SHALL BE USED, SUBJECTTO REVIEW AND APPROVAL BY THE ENGINEER. LEGEND DEFINITION SYMBOL DEFINITION SYMBOL NATIVE SOIL STRUCTURAL STEEL I I e=l I e_l I �_l I GRANULAR FILL RATED SHEATHING CONCRETE WALL ABBREVIATIONS (A) ABOVE ANCHOR BOLT GLIB GLUE -LAMINATED BEAM HORIZONTAL AB HORIZ ALT ALTERNATE ARCHITECT HSS HOLLOW STRUCTURAL SECTION ARCH KIP KING POST (B) BELOW KSI KIPS PER SQUARE INCH ANGLE MECHANICAL BD BAR DIAMETER L BLKG BLOCKING MECH BM BEAM BOTTOM MF MOMENT FRAME BOT MTL METAL BRING BEARING BETWEEN NS NEAR SIDE BTWN OC ON CENTER CJP COMPLETE JOINT PENETRATION CLEAR OPP OPPOSITE CLR PL PLATE CMU CONCRETE MASONRY UNIT PLCS PLACES COL COLUMN PSI POUNDS PER SQUARE INCH CONC CONCRETE PSF POUNDS PER SQUARE FOOT CONN CONNECTION CONTINUOUS P/T POST TENSIONED CONT PT PRESSURE TREATED COORD COORDINATE DOUBLE REINF REINFORCING REQUIRED DBL REQ'D DIET DETAIL SCHED SCHEDULE DIA DIAMETER SIM SIMILAR DIM DIMENSION SOG SLAB ON GRADE DIR DIRECTION STD STANDARD EA EACH STIFF STIFFENER ELEV ELEVATION STL STEEL ES EACH SIDE SYMM SYMMETRICAL EX EXISTING SW SHEARWALL EXP EXPANSION TOC TOP OF CONCRETE FLR FLOOR TOS TOP OF STEEL FDN FOUNDATION TOW TOP OF WALL FTG FOOTING TYP TYPICAL FS FAR SIDE UNO UNLESS NOTED OTHERWISE VERTICAL GC GENERAL CONTRACTOR VERT WF WIDE FLANGE RECORD DRAWING THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED ON CONSTRUCTION RECORDS AND AS -BUILT INFORMATION PROVIDED BY OTHERS. CG ENGINEERING HAS NOT VERIFIED THE ACCURACY AND/OR COMPLETENESS OF THIS INFORMATION. STRUCTURAL NOTES R-394945 SHEET SD-50 45 of 121 L PROJECT NO.: 18-2251 I SCALE: AS SHOWN I DATE: MARCH 2O23 0) C'7 i 0 w U N U7 J U) N N w Y Q Q n M rn M N O N M 0 O I 0 U) 0 O U N I N 0 O 1 c N L L u x x X x X x J c 4- L L a J U p L a--J U) J L x 0 m c O c w 4- 0 U O M M M L0 U N 0 L O N s O 6 ENGINES RING 250 4TH AVE. S., SUITE 200 EDMONDS, WASHINGTON 98020 PHONE (425) 778-8500 FAX (425) 778-5536 1 03/15/23 JGG RECORD DRAWINGS NO. DATE BY REVISION I\IIVI JL. / I I IE 26.5 N-S ® CL 8" C I I �• CULV 10273 f f IE 29.9," PVC I I 18 II �I a �I I TUN. NLY T1 . ?. m CB 10259iN'9,32 500071) f I f II 4" I I RIM 34.15 IE 28.0 E, IM 36 I PPI IE 27.8 S, N, 12 f IE 27.8 SW, F2 CW12" PV C , IE 27.7 IN 8" PVC y CULV 10734 IE 31.1, 8" PVC 9DT4" I I I •• I l 900.WEST I •• T4 I .. CB 13614 (141051) RIM 33.73 IE 26.8 IN 12" PVC I IE 26.7 SW, 12" PVC • DT2" O SSMH 13637 (MH2183) RIM 32.18 IE 25.5 N,W-E ® CL 12" C CB 10233 (500010) IL LZl. / rr, o nun IE29.7E,8"IRO G - SD ---� 6,900 ss •SW SUNSET BLVD _ CB 14080 500183) RI 0.60 PP i i GP RIM=28.28 IE 15' C E=25.43 BOTTOM=25.3 TOP MUCK � 6 GP BUILDING EAVES��/ \ POWER - I ET\ °.\ a AC U \ SON( GP C900 / PROPOSED LOCATION OF \ — — SS� ,PIPE TO BE ROUTED THRU EXISTING CULVERT \ �F I 27.7 NW, 12" IRON _-/TMI---- 1I2,,W DI- IE26.6N_121'�EWAL- W - J��'W DI - - - -- 1I2 oe 24" C900 SS • • ." — •� • • •\ • CB 10403 (500068) I o 11 O RIM 30.84 0 \ IE 27.2 NW1 12 "IRONINV� S 3RD ST II I 1 EXIST CULVERT SSMH RIM=31.20 IE 12' CLAY NE=24.80 i d d. PROPOSED MANHOLE LOCATIONS & CULVERT a� SUPPORT STRUCTURE YIELD.TO.U.TURN y BELOW GRADE. \\ G G --__TRA�kN 4 �-- T-RASH SDMH #14062 (500182 RIM 30.76' \ 71 SDMH #13892 (500181) 41 I RIM 30.14' STRUCTURAL SITE PLAN 1 SCALE: 1" = 20' 20 0 10 20 40 NOTICE 0 % 1 IF THIS BAR DOES NOT MEASURE 1" THEN DRAWING IS NOT TO SCALE DESIGNEDMK nECORD DRAWN DJEG nuu����uVGS JGG SEE IMIDUE DIM CHECKED COYEIR SMEE7 murraysm�rth i • RENTON DOWNTOWN � UTILITY '9 IMPROVEMENTS PROJECT RECORD DRAWING THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED ON CONSTRUCTION RECORDS AND AS -BUILT INFORMATION PROVIDED BY OTHERS. CG ENGINEERING HAS NOT VERIFIED THE ACCURACY AND/OR COMPLETENESS OF THIS INFORMATION. STRUCTURAL SITE PLAN R-394946 SHEET SD-51 46 of 121 L PROJECT NO.: 18-2251 I SCALE: AS SHOWN I DATE: MARCH 2O23 m co 0 W U N V) J N N W Y a r, a Ln N M N O N M ,--i M N Ln t� 3 N Ln f� V7 i U) 3 f� L O V N oC N c O Q 0 1 +-) c v L L U X X X X X J O c ra L i ra L 4 U L U) J L N U X O m c O c N oC 0 U O cYi M M m 1-1 N O L ,--i O N / / / / / / BOTTOM OF PILE ELEV = -1.75 LADDER RUNGS @ 1'-0" OC BOLTED TO CULVERT WALL, TYP LONGITUDINAL REINF PER DET 1/SD-53 CONTRACTOR SHALL VERIFY EXIST CULVERT WALL THICKNESS AND ALIGN PENETRATIONS AT INSIDE F OF WALL AS SHOWN. O,, fJ� �9l CORE OR SAWCUT " (2) 48" 0 PENETRATIONS IN EXISTING CULVERT LID. REINFORCE AROUND OPENINGS PER DET 3/SD-53. EPDXY COAT ANY EXIST REBAR EXPOSED BY PENETRATION. 14" THICK REINFORCED STRUCTURAL SLAB POURED DIRECTLY ON TOP OF EXIST VAULT LID. PROVIDE DOWEL BARS TO EXIST LID PER DET 4/SD-53 TRANSVERSE REINF PER DET 1/SD-53 EXIST CULVERT BELOW / 4" 0 STEEL PIPE PILE, TYP 32' TOTAL PIN PILE LENGTH, DRIVEN TO REFUSAL BOTTOM OF PILE ELEV = -4.09 BOTTOM OF PILE ELEV = -2.22 CONC BEAM & REINF PER DETAIL 4/SD-53 BOTTOM OF PILE ELEV = -2.27 BOTTOM OF PILE ELEV = -1.04 BOTTOM OF PILE ELEV = -1.15 ACCESS VAULT FOUNDATION PLAN SCALE: 1/2" = 1'-0" 4= -0 4m ENGINEERING 250 4TH AVE. S., SUITE 200 EDMONDS, WASHINGTON 98020 PHONE (425) 778-8500 FAX (425) 778-5536 FOUNDATION PLAN NOTES: 1. REFERENCE TO SLAB ELEVATIONS AND VERIFY W/ CIVIL DRAWINGS AND FIELD CONDITIONS. 2. PLACE ALL REINFORCEMENT PER THE STRUCTURAL NOTES AND FOUNDATION DETAILS. REFER TO SHEET SD-53 FOR ADDITIONAL CONCRETE DETAILING REQUIREMENTS. 3. CONTRACTOR SHALL PROVIDE FOOTING AND SLAB SUBSTRATE PREPARATION, WATERPROOFING, AND BACKFILL & DRAINAGE BEHIND WALLS PER GEOTECHNICAL REPORT. GEOTECHNICAL ENGINEER SHALL OBSERVE EXCAVATED SOIL CONDITIONS DURING CONSTRUCTION (AND GROUNDWATER CONDITIONS) AS REQUIRED, AND PROVIDE ADDITIONAL RECOMMENDATIONS IF NECESSARY BASED ON ACTUAL SITE CONDITIONS. 4. THE CONTRACTOR SHALL COORDINATE AND VERIFY ALL FINAL GRADES, VAULT ELEVATIONS, AND PIPE PENETRATIONS W/ THE CIVIL DRAWINGS PRIOR TO CONSTRUCTION. NOTIFY THE STRUCTURAL ENGINEER OF ANY DISCREPANCY. REINFORCE AROUND ALL PIPE PENETRATIONS PER THE TYPICAL REINFORCING AT WALL AND SLAB OPENINGS DETAIL 3/SD-53.. 5. PRECAST MANHOLE RISER SHALL BE DESIGNED BY THE MANUFACTURER (CONCRETE TECHNOLOGY OR EQUAL). REFER TO DESIGN LOAD STRUCTURAL NOTES AND SOIL PROFILES ON THE PLANS FOR MINIMUM PANEL LOADING REQUIREMENTS. 1 03/15/23 JGG RECORD DRAWINGS NO. DATE BY REVISION NOTICE 0 % 1 IF THIS BAR DOES NOT MEASURE 1" THEN DRAWING IS NOT TO SCALE KIVIK DESIGNED Lm ID DES JEG 0FD-1AM�HflSDRAWN L H JGG SEE HOVE OH CHECKED COVE SMEE7 1'-0" 0 2'-0" murraysmilh 716 4'-0" EA n � \\ SW SUNSET BLVD 48"0 INTERIOR STANDARDS DIAMETER MANHOLE / y RISER SHAFT PER CITY lol LADDER RUNGS @ /' //Alil V-0" OC BOLTED TO MANHOLE RISER TOP OF LID v ELEV = 32'-2"± \ TO BE VERIFIED \\ x I \\ PROVIDE 36" 0 MANHOLE \\ \ -- FRAMES AND COVERS (NOT \ \ \ SHOWN FOR CLARITY) PER CITY \\ 0>1 2 \\ STANDARD PLAN 204.50 \\ EXIST CULVERT BELOW, d- D-5 \ \ CONTRACTOR TO VERIFY WALL THICKNESS / EDGE OF STRUCTURAL SLAB BELOW \ ,/ / \ TOP OF CONC \ /' ELEV = 27.08 ACCESS VAULT LID PLAN SCALE: 1/2" = 1'-0" VAULT LID PLAN NOTES: 1. REFERENCE TO SLAB ELEVATIONS AND VERIFY W/ CIVIL DRAWINGS. 2. REFER TO THE FOUNDATION PLAN NOTES FOR ADDITIONAL NOTES & INFORMATION. RENTON DOWNTOWN � UTILITY '�R IMPROVEMENTS PROJECT 1'-0" 0 2'-0" 716 4'-0" RECORD DRAWING THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED ON CONSTRUCTION RECORDS AND AS -BUILT INFORMATION PROVIDED BY OTHERS. CG ENGINEERING HAS NOT VERIFIED THE ACCURACY AND/OR COMPLETENESS OF THIS INFORMATION. BOX CULVERT ACCESS PLAN R-3949471 SHEET SD-52 47 of 121 PROJECT NO.: 18-2251 I SCALE: AS SHOWN I DATE: MARCH 2O28 I It Cn C'7 i w U N V) J U) N N C� Lu V Q Q O M N O N M M Ln r� O Ln Ln t� U) 0) t� L 0 U N N O Q O C N L L U x x x x x J O C 4- L rp L 4J U p L a--J O L N > U x O m c 0 c N O U O M M M Ln U 0 L al O N P. REPLACE EXIST PAVING AS REQ'D PER CITY STANDARDS PRECAST 36"0 INTERIOR DIAMETER GRADE RING 48" x 36" FLAT TOP SLAB, H2O RATED 0 0 0 00 p�o� 00 00o D0 pro Do 00 0 0 ° p 00 o °0 000 °O o °0 00 00 0 °0 0O0 00 MEL-ROL 0000o 00 0— — — — — — — — — — — — — — — — — 0op00 WATERPROOFING BY W.R. 00000 00 060 00 MEADOWS, OR APPROVED o°.0 0 p0000 EQUAL, APPLIED IN o° p ACCORDANCE WITH MFR'S po RECOMMENDATIONS, TYP (3 �oOp° 00o`o 3fr-�48" 0 INTERIOR DIAMETER 00°00 0°pop o °0 0° o PRECAST MANHOLE RISER 00 00 o °° 0.0 00o °O LADDER RUNG @ V-0" poo00 BOLTED TO MANHOLE RISER �00 00 00 o o 000 I C� 69 36"0 MANHOLE LID PER CITY STANDARDS CRUSHED SURFACING PER WSDOT STANDARDS, REFER TO GEOTECH REPORT �0 °° O ° cb o i 0 O 0 O 0O0 OD j 0 000600 O" 0 OQ V0 0° 00 0 °o °00 1 ° 1 STRUCTURAL CONCRETE 0o I O° ° 1 #5 @ 12 OC EA 4 90o STD HOOK o °o o. o 00 °. o LID SLAB PER PLAN W/ 12' BEND �000 ° ° �000 WAY TOP REINF - O1'-2'1 Q U —� w N O w U- w J D w 0 II Z LOCATION OF EDGE j OF FOOTING TO BE o FIELD VERIFIED, TYP ACCESS VAULT SECTION SCALE: 3/4" = V-0" I0 0 0 0 a a I I I 1 I I0 0 0 v I 0 0 0I I I 1 I I 1 I I I I I I I I I #5 @ 12" OC u--------- — --� 10" CONC EXIST CONCRETE LID DOWELS PER TRANSVERSE BOT REINF z0 0 WALL DETAIL 4 U =, EXIST PAVEMENT 32'-2"± TOP OF GRADE 28'-2"± TOP OF LID CORE OR SAWCUT #5 @ 6" OC co STEEL PIPE PILE PENETRATIONS LONGITUDINAL BOT REINF �� PER PLAN LADDER RUNGS @ V-0" OC NOTE: BOLTED TO CULVERT WALL UNO ALL BOTTOM BARS SHALL 10 CONC BE STRAIGHT W/O HOOKS & TOP WALL BARS SHALL HAVE STD HOOKS EXIST CONCRETE WALL AT EACH END OF EACH BAR. �1M ��� Li EXTEND TRIMMER BARS FULL LENGTH OF ADJACENT REINF (TO SUPPORTS) HOOK TYP HORIZ AND REINF AROUND TRIMMER BARS, TYP HOOK OR BEND BARS WHERE IMPOSSIBLE TO EXTEND TO THE SPECIFIED LENGTH TRIMMER BARS: CIRCULAR TIES: #5 TOP & BOT PROVIDE 1/2 OF REINF REINF LAP 24" MIN INTERRUPTED BY OPENING AT 3" OC EA SIDE. CORNER BARS: (2) #6 x 5'-0" REINF TYPICAL AT EACH CORNER TYPICAL REINFORCING AT WALL AND SLAB OPENINGS 101, #4 @ 18" OC EA WAY INSTALLED W/ HILTI 10" HIT-HY 200 EPDXY STRUCTURAL SLAB LID PER PLAN NOTES EXIST CULVERT LID BEAM SECTION r % SCALE: NTS ` T f SCALE: 1" = V-0" IIIIIIIIIIIIIIIIIIIIIII� ENGINES RING 250 4TH AVE. S., SUITE 200 EDMONDS, WASHINGTON 98020 PHONE (425) 778-8500 FAX (425) 778-5536 NOTICE RMK �J ECOno 0 3/21 DESIGNEDJEG DRAWN D�Al�� � ��JG S IF THIS BAR DOES NOT MEASURE 1" JGG SEE OUCH DIM EN DRAWING 1 03/15/23 JGG RECORD DRAWINGS T NOT TO SCALE IS CHECKED l�i(� YER S1)1JLSI� E� COYER NO. DATE BY REVISION PL3/8x6"x6" 90° STD HOOK W/ 8" BEND 28'-2"± TOP OF LID I 1 � I I 1 m u I I I 1 #3 STIRRUPS @ 6" 1 1/2" I I OC, TYP CLR (2) #6 CONT BARS TOP & BOT V-2" 4" 0 PIN PILE DRIVEN TO REFUSAL, REFER TO SPECIFICATIONS murra,!Iismirth 17'-8"± BOT OF VAULT CONNECTION PER MANUFACTURER, TYP REPLACE EXIST PAVING AS REQ'D PER CITY STANDARDS PRECAST MANHOLE o0,o0 0 0 GRADE RING W/ 3'-0" INTERIOR DIAMETER PRECAST MANHOLE RISER W/ " 48" 0 INTERIOR DIAMETER i 0 o° a 0 19:11=01 O"U 061 O� o O p00 Oo° °° 00 OD 000 0 CRUSHED SURFACING PER WSDOT STANDARDS, REFER TO GEOTECH REPORT. CDF MAY BE USED BETWEEN MANHOLE RISERS AS REQUIRED TO MEET COMPACTION REQUIREMENTS. ----------------- u u o,p 00 0� 000 o °O ° po o °po 0`o 060 00 op°O °O 00 o° O Do o`o 0o o °O °O 00 o° ° 0p p� °0.0 9 00) DOWELS PER DETAIL 4 ACCESS VAULT SECTION SCALE: 3/4" = V-0" 36"0 MANHOLE LID PER CITY STANDARDS u— — — — — — — — — — — — — — — — — — — — — — — u MANHOLE LID DETAIL SCALE: 1" = V-0" 3" 48" 0 PER PLAN PER PLAN 36"0 INTERIOR DIAMETER MANHOLE LID 5 GRADE RING PER CITY STANDARDS - 48" x 36" FLAT TOP ---------------- ---- ---- SLAB, H2O RATED � 1 32'-2"± I TOP OF GRADE u----------------- u I 00 00 po °.0 o OO00 C60 69 060 0 °0 — — — — — — — — — — — — — — — — — 1 °° o ° CO �—----------------------- — Cbo00 00.0 00 RD po° o .0 " 48" 0 INTERIOR Cb°6O DIAMETER PRECAST MANHOLE RISER a o O° ° oo ° oO0 00 a o O° CO STRUCTURAL po 0o CONCRETE LID SLAB o0o 0p o 'o 28'-2"± TOP OF LID IF w w z0 o EXIST CONCRETE LID U J 00 REINF PER DETAIL 1 LADDER RUNGS @ V-0" OC BOLTED TO CULVERT WALL 48" x 36" FLAT TOP SLAB, H2O RATED REPLACE EXIST PAVING AS REQ'D PER CITY STANDARDS EXIST PAVING 32'-2"± TOP OF GRADE O° 000 °. o 000 0 0 00 0 °o o°°o V-0" MIN °p0 000 O °op D O 0.0 Cho 00 • RENTON DOWNTOWN � UTILITY IMPROVEMENTS PROJECT BACKFILL W/ CRUSHED SURFACING PER WSDOT STANDARDS, REFER TO GEOTECH REPORT #4 DOWELS @ 18" OC EMBEDDED INTO PRECAST RISER & CONC SLAB W/ HILTI HIT-HY 200EPDXY 0 Lu cr cn i° 17'-8"± BOT OF VAULT PRECAST CONCRETE RISER BUILT-UP GROUT PAD AS REQ'D FOR FULL BEARING r REINF PER DETAIL 1 N U EXIST CONCRETE LID DOWEL PER DETAIL 4 SECTION AT MANHOLE BASE SCALE: 1" = V-0" RECORD DRAWING THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED ON CONSTRUCTION RECORDS AND AS -BUILT INFORMATION PROVIDED BY OTHERS. CG ENGINEERING HAS NOT VERIFIED THE ACCURACY AND/OR COMPLETENESS OF THIS INFORMATION. BOX CULVERT ACCESS DETAILS PROJECT NO.: 18-2251 1 SCALE: AS SHOWN I DATE: MARCH 2O23 R-394948 SHEET SD-53 48 of 121 L m Cn co 6 0 w U N U) J N N Lu Y rn Q 00 a> M N O N n M Ln O Ln 0 i d� 3 0 L O U N N C Q O c N L L U X X X X X J O ry L 0 i ry L 4-+ U L 4-+ U) J L N > U X O m c O +j c a) re O Lj U O cYi M M Q1 i U N �o 0 a Q) ,--i O N IHSS FRAME PER DETAIL 2 & 3, TYP PIPE PLAN 1 SCALE: 1/2" = 1'-0" ENGINEERING 250 4TH AVE. S., SUITE 200 EDMONDS, WASHINGTON 98020 PHONE (425) 778-8500 FAX (425) 778-5536 1'-0" 0 EXIST CONC N GR, FRI N H V) Lu W J EPDXY COAT REBAR EXPOSE[ THE PENETRAI EXIST VAULT WALL 2'-0" ADEKA ULTRA SEAL P-201 GROUT CLOSED CELL BACKER ROD CORE DRILL OR SAWCUT PENETRATIONS, SIZE AS REQ'D FOR PIPE & SEAL. NOTE: SEAL ALL PIPE PENETRATIONS WITH A WATER SWELLING ELASTIC SEALANT, ADEKA P-201, OR EQUAL TYPE UNLESS OTHERWISE NOTED. PIPE PENETRATION SEAL DETAIL SCALE: 1 1/2" = V-0" CRUSHED SURFACING PER WSDOT STANDARDS, REFER TO GEOTECH REPORT REPLACE PAVEMENT PER CITY STANDARDS ooctD " o � `� ``°"OOo � � � o p0b poDo 0ooOoDooO0Ooo0Oo oo00 OoO0Oo oO0OooO °9O°°°9 0,5e °9 O o '�°ro p0 o°� �° °� °� �° �°5 o o o0 oroo 0o Oo 0 Oo 0 0o Oo o`b oo° O o`b oo OO o`b oo° Oo o°o 0o OO o`� oo Oo o`� o0 �° p0 O00 Cb0 p0 OO o°O 0oo p0 000 �° p0 O°o �° 00 OR 000 p0 opo 0o0p0 OR Cbo 00 OR 0o0 60 00 �°000° 000 000 0 ° Ooo`b o00 Oo0oo 00° Oo0 00 OOo`b 00 Oo0 00° 000 °00 p0o`b o°o 0.069 OR ° ° 0°ro Cb° 69 06� 0.069 0°� c6° 69 0,5 0.069 OR 0- ° OR 00o O0 0� 0 O0 0� 00o O0 0� O0o 00 °� 00o O0 0°O O0o O0 0.0 O° 000 00o O0 oo° �° p0 o O o 00 opo �0 p0 0 o Cho 00 A Cho p0 0 0 �° p0 o O 00 0 0 0o0p0 0 0 0 000 00 00 060 0°0oo 00 O° O0 °pob °0ORD °O0°0 0 0.0 0 000 op o°o �° op Op o b 0oo 00 Oo oRD Coo oC) o 0 00° 0 0 000 0 �p o00 00 °� 0 00 po o°o AO o°0 000 00 C60 OD obo 00 06o � ° 000 00o O0 0� 00 O0 0� 000 o 0oo 00o O0 0RD 00o O0 0oo o00 Oo oRD o0o O0 0oo o00 0b0 690 o°0 0o0 °9 A Cb° 6 A Do° 6 o°o 0o0 6 A Cb° °O O°o o00 °O O °off fib° °9 000 000o � 000 0 00� 000 00°� 000 00°� 000 00°� 000 00°� 000 00°� 06069 ° .0 00 o Cb o p •° Cb o c .0 00 o p •° Cb o o •° 00 o p •° 06069 00° Oo 0 o.00 Oo 0 00° Oo 0 00° Oo 0 00° Oo o°0 00 OO 0`b 00 0 0`b 00 Op 0°0 Cbo p0 opo �° 0 o ON 0oo p0 000 �o 00 opo 0oo p0 000 �o 00 p°o fib° °O p°0 fib° °O p°0 060 0 060 0 060 0 0 0 o 060 0 00 000 00 000 00 000 O0 00 ORD 00 000 0° Oo o` D oo O0 o`b oo O0 0oo Cb° 00 0°o Cb° 00 0°o Cb° 00 0°o o,o OD o°o Cb° 00 0°o 0,0 OD A Cb° 00 A Cb° 00 0°0 00 O° po 000 OR oco 00 00 OR 00 Oo oco 00 OO oc 00 OR OR 00 00 OR 00 00 oco 06069 o v0 cb o o ,O 06008 c 00 o p0 o e0 06o p0 o p0 o O Cb o o .op0 Cb o O .op0 06069 b o 0 0000 06069 0v0 Op °� 00° 0° °� 00° 0° °� 00° ° O oRD 00° O0 °� 00° O0 °� 00° O0 °� 00° O°o C60 00 O°o C60 69 O °off Cb° 00 00o coo 00 0°o 06069 A Cho 00 Ao C60 00 a a I I I I 1'-0" I i=------1 -- / I I / I I � I I I I I 1 � I � I 1 IN I I 71 I I 1 1 -. I I I 1 / I4'-011 F I \Z ----� 1 1 END SEAL 1 _. II =_ I I TUBE BEYOND, TOP & BOT 1 -- I HSS5 1/2x5 1/2x3/8 W/ 13/16"0 ACCESS 1 I HOLES AT EACH AB � I I I r -- STEEL STRONGBACK MEMBERS & CONNECTIONS SHALL BE ENCASED IN CDF 1 OR CONCRETE AFTER INSTALLATION. THE 1 1 CONTRACTOR SHALL USE MEANS 1 NECESSARY TO ENSURE THAT CDF DOES I NOT EXTEND PAST THE END OF THE CASING. 1 I TYP 14 HSS CON N AT CULVERT WALL SCALE: 1" = 1'-0" - - - - - - - - - - - - - - - - - - 7\\ I I I I I \ \ I \ \ 1 \ \ \ 1 CORE HOLE THRU 1 1 EXIST WALL I � / — — — V30" ------------- CARRIER PIPE ID DUCTILE IRON PIPE CENTERED IN CASING CASING W/ 32" APPROX OD EXIST CULVERT WALL 3/4" 0 THREADED ROD @ 10" OC, CENTERED IN HSS, W/ 4" EMBED 32'-2"± TOP OF GRADE r 17'-8"± BOT OF VAULT 32'-2"± TOP OF GRADE 00 Oo o00°000°Op" O0000 `i7 i`0040 c6° 00 0 o Cho 00 0 00 fib° 60 0°0 00° 60 0°0 fib° 60 0°°0 fib° 60 o°ro° oD° °0 06°0 Cb° 00 0,5o o`b c6o 60 0,5o o`b cbo 00 0 0 o`b 0b0 00 ,0 o`b 0 60 R 0°0 0 00 R 0°0 0 69 �0 o°O p b Do o p .o � o p .o Oo o p .o 0 oo RD0000°0°O0090oO o� O 0 0oo o. O 0 °RD o0 o0 0a o O0 0°00 O 00 00 0° O 0069 0 00 0°�0�Cb° °� °° o o� ° 0 0°00o0op 066C669 06o�o000 00 °oo� 00 °oo� 00° °O0� 000 0 0� 00 °00� Op° °00 Op° °0o°O Cho 00 000 000 00 00o Cho 00 000 �0 00 000 000 00 OR �0 0� o ° 000 °O 000 ° O°O O° o� 00 DO oRD 00 OO °� 000 OO °� 000 o 00 OO °� 00 OO °� Cb° 00 0°o Cb° 00 060 0bo 00 (:R oo0 09 o°o 0b000 00 0c) 0o 0 o O0 o 0o0 00 06^0 (50 00 Op 0`b 00 00 0`b 00 O0 0`b 00 O0 0`b 00 O0 0`b 00° Op 0`� 00 O0 0`b �0 00 0 0 o0o 00 0 0 Cbo 00 0 0 0oo p0 Op^O 0o0 00 0°o Cbo °9 o°o 0o0 °9 0 o 00° OO 0 00° 00 0-0 00° Oo 0 00 O0 000 00° Op 0`b 00 OO 000 00° O0 0`b A'° °� o'5 �b0 ° o o°b Ob° °9 O°ro oo° °9 A 0o0 °9 015 0.0 6 o6 fib° 6 o(5 0 0 0 o. 0 0 o o 0 o, 0 L4x4x1/4 x 4" LONG o0o0�b 00 000`b 00 0 0 O0 00p� 0° EA SIDE OF TUBE, TYP p0 o p0 00 o p0 p0 o p0 000.069 0 p0 EXIST CULVERT LID o 0 0o 0 0 0 Ob o O °0 00 0 0 °0 00 0 Ooo`b 00° 00o`o 00° 000oo 000 OOpco 5/8" 0 THREADED ROD, DRILL & PL 1/4, TYP A Co000 0 ,0 0o000 A 0b°O9 O°°o� EPDXY INTO EXIST CONC WALL L4x4x1/4 x 4" LONG 1 4 00 °oo p°°o° O° o`o W/ HILTI HIT-HY 200 EPDXY, EA SIDE OF TUBE, TYP 1/4 TYP Ao oo° 00 06e PROVIDE 4" EMBED, TYP (3) 3/4" 0 x 4" HILTI I KWIK BOLT TZ, EA HORIZONTAL, CENTERED IN TUBE I + T SPACERS AND END SEALS PER CITY STANDARD DETAIL 412 I I I + 13" Q I I � I . DUCTILE IRON PIPE I I CASING 1 + @ I I N I O CARRIER PIPE I I o CENTERED IN CASING I I + I 1 -- X O I I w I I 0 ISM + + TYP 1'-0" V-0" r 27'-0"± TOP OF VAULT 1� l I EXIST CULVERT w� T i CEILING BEYOND > VARIES TOP OF PIPE I I 1/4 TYP I I 14 I I I I 3„ HSS51/2x51/2x3/8, 1 (4) SIDES I I rn I I I DRILL OR CUT CONCRETE I + I W/ CLEAN RADIUS AS I I I I REQ'D. PROVIDE SEAL I I AROUND PIPE PER DIET 4. - - - - - rr) - - - - ------------I 1 + + + + (4) BOLTS NOT REQ'D OR INSTALLED AT BASE 3'-10"± HSS CONN AT CULVERT WALL SCALE: 1" = 1'-0" + I EXIST CULVERT + i FLOOR BEYOND I I 17'-8"± I BOT OF VAULT I � I + EXIST CULVERT FLOOR R-394949 RECORD DRAWING THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED ON CONSTRUCTION RECORDS AND AS -BUILT INFORMATION PROVIDED BY OTHERS. CG ENGINEERING HAS NOT VERIFIED THE ACCURACY AND/OR COMPLETENESS OF THIS INFORMATION. NOTICE SHEET 1� DESIGNED MD EC0�0D RENTON DOWNTOWN /2 1 BOX CULVERT PENETRATION SUPPORT JEG UTILITY o SD-54 DRAWN � IMPROVEMENTS DETAILS IF THIS BAR DOES murra!ysmiNOT MEASURE 1" JGG SEE�]�U[� DIM DRAWING1 03/15/23 JGG RECORD DRAWINGS THEN NOT TO SCA EIS KED CHECKED PROJECT COVER SHEF7 � NO. DATE BY REVISION - - PROJECT NO.: 18-2251 SCALE: AS SHOWN DATE: MARCH 2O23 49 of 121 L 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 co i 0 W U N LO 5- J Ln N ry Ln Y m Q M O M N O N N I 0) FL U) w I L(� N N In a) Q U N a) a 10- 0 4 c (3) Ln N N i 00 V) U L �I w no MIC 269 c N c I D LU --SD - 0 W O (f� m Q w wz U)1­4 J 2 U Ca G SSMH 65030 RIM 30.29 IE 25.2 E,W @ CL I I I I F `C f 144 I� I I I 100 L COD CD I I CD 77 I I / I I SSMH 65930 SSMH 65941 / ( 0 t 38 I I RIM 33.77 CD CD IE 27.7 E,W,N @ CL RIM 31.55 CD t / �� �37 0 / I ? IE 25.6 E,W @ CL --=UG - --- -UG - I 4 19 M CD HCP.PRKG HCP.PRKG SS- Ste= 3 3 - - _ -- --- - -� - �L-- G R � T -- - - - - -- _ -- -- - Tmr 2 2 S 2ND ST 2--=�=T-`==_ 2 .. v 1+00 - ,� - I I A n6 - A3+00 r \ . I SDMH 65165 RIM 29.41 IE 21.1 S, 24" CPP IE 21.2 N, 24" CPP IE 25.6 W, 8" METAL CB 65442 RIM 30.12 IE 28.4 NE, 8" METAL KB-1 ELDEV 28.86 8.46 @TOP OF PVC CONSTRUCTION NOTES: II rn I 1O CONSTRUCTION CL EQUALS R/W CL, SEE SURVEY II -p SDMH 65164 CONTROL PLAN, SHT G-6 C E.9 M245E 8" CPP O CURB AND GUTTER REPLACEMENT PER CITY STD DETAIL -� rn I IE 20.7 S, 24" CPP 101, 101.1, 102 AND 103, AT EXISTING AND PROPOSED IE 20.9 N, 24" CPP o � IE 25.1 W, 8" CONc CURB TIE-INS, MATCH THE CURB FACES AND EXISTING Sp \ CB 65162 TOP OF CURB AND FLOWLINE ELEVATIONS, ADJUST RIM 28.86 LENGTH TO MATCH NEAREST EXPANSION JOINT I ��� N IE 25.3 W, 8" CPP �� 3O CEMENT CONCRETE SIDEWALK REPLACEMENT PER CITY CB 65166 p. STD DETAIL 102, ADJUST PANEL LENGTH AND WIDTH II RIM 29.10 TO MATCH NEAREST FULL DEPTH EXPANSION JOINT IE 27.4 NE, 8" CONC - - SD 3 - - - - - - - - ST P - S�- SS-PPED.XING _ _ SS --- _ O 4O CEMENT CONCRETE DRIVEWAY ENTRANCE tREBA PK 214 + REPLACEMENT WITH 6" CSTC BASE, MATCH EXISTING _Q °a. STREET - - T - _ Q T _ _ T PER CITY STD DETAIL 104, 104.2, 104.5, 105.5 AND/OR lt _ _ AS DIRECTED BY THE ENGINEER, ADJUST PANEL LENGTH - - - T - - - - - - - T - - - - a - _ - - a TO MATCH NEAREST FULL DEPTH EXPANSION JOINT 30 1 CI 1 < 3:,p O 5O CROSSWALK PER CITY STD DETAIL 127 - A4 I V 263 �I 0 �- - LU 121DI W of � x W 99 CHANNELIZATION MARKERS AND/OR TRAFFIC ARROW o� 12 DI W z w - - - - - - - - --------`''-.-r--- `l33= -- -----==-T=3 =- -------- --- - - - C PL#36C� - - - - - WSDOT.TO. 900.WEST CRPL#3 6 " 66 .STL. -------------\ -- RIM 29.96 c P- ----------� I-----IE 28.7 S, 6" CON • . • ----------------- r CDC) CD w--__- -- - -=�' -------- (� FIRE LANE _ - - - - - -�-�R�L#1 66" ST CRPL#1 66' STL `•� --- - -- T --- -------------� oljlj - - - - - - - - - - - - - �--------- -- CRPL#251.5"STL __ _ PL�#251.5"ST.L . ------------------------r------- SDM 65895 . r� I i SDMH 31654 PLAN 0 10 20 40 60 SCALE: 1"=20' IE 24.9 E,W @ CL � 200 I/ 400 PER CITY STD DETAIL 109 AND WSLiu T STD PLANS J M-3.40-04 AND M-24.40-02 9 9 TYP Mic 2 I- " 1- � / / 2 5 Ca 61 a - - - - - - SD . - - - - - _ \ DT16" - - - UG - � ONE.WAY GP- - - UGPa - - - U -6 - - �= UGP - - =UGC-® -�- - UCrrPNE.WAY I p UGP - - - - PED.XIN -31 UG - - = UGP = - -UGP- - 3 i 77)- CD CD 1 3 -- - ------- -- Ll Q Tp___ - - - - - - - - - -- NO LARKING - FIRE- -- - - - - - - - CRPL# 1 66" STL - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ----------------- - - - - -- - -�----------- --------- _-U STOP _ TUC-P= SS Z ONE.WAY = CI _ _ GP T Uep- PLAN 0 10 20 40 60 SCALE: 1"=20' 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 1 10/26/2022 JJM RECORD DRAWING NOT TO SCALE NO. DATE BY REVISION - .. 1AI MIR I i i cnJ 62637 RENTON DOWNTOWN o UTILITY IMPROVEMENTS PROJECT _ O L ko ai - Q M I �of �W Lu W2 JLLJ w _ CO R-394951 LEGEND PERMANENT HMA PATCH PER CITY STD DETAIL 110.0, 110.1 AND DETAIL 2, SHEET R-40 a. 'I CEMENT CONCRETE SIDEWALK OR DRIVEWAY F_ -1 SAWCUT GRIND & OVERLAY PER CITY STD DETAIL 110.0 AND 110.1 REMOVE AND REPLACE WITH 6" CSTC BASE AND 8" ASPHALT PAVEMENT S2NDST ROADWAY RESTORATION PLANS STA AO + 00 TO STA A9 + 60 PROJECT NO.: 18-2251 I SCALE: AS SHOWN I DATE: January 2021 SHEET R-1 R-2 97 of 121 L CONSTRUCTION NOTES: M O 0 W U N J V) N LU v ry Q m 0 r) Q M Lr) O M N O N O N \ M r �1 70 LU Q u7 N N r V) V) 0 Q U i N a� V) a a 0 a� ry Ln N N i 00 V) U L �I w so SDMH 62148 SSMH 62147 RIM 31.80 IE 27.5 SE,NW @ CL, RIM 32.38 IE 20.8 E IE 20.8 S / E 21.7 NW I QTFR ONI Y FOR CONTINUATION SEE SHEET R-15 O O + rl a LU a m v/ w W LU Z V)1­4 U a IE 29.2 W, 12" CONC IE 29.2 E, 12" CONC IE 30.3 N, 6" METAL(THROUGH) SSMH 62129 RIM 32.27 \ - IE 20.6 S,W @ CL IE25.6E \ \ IE 25.3 SE \ \ SSMH 5330 CB 33049RIM 32.21 RIM 32.22 \ E 29.6 S, 6" CONC IE 20.5 E,W @ CL 29.2 E, 12" CPP IE 20.5 N 5I-IA I I UUK AVE S IE 29.9 S, 6" CONC i - 7 IA, 1 7" r r)Ki(` S- } ---------- rLMIV 0 10 20 40 60 SCALE: 1"=20' - KtJCRVtv.nvw CB 66950 FOR CONTINUATON SEE SHEET R-21 FOR CONTINUATION SEE SHEET R-19 . MORRIS AVE S /CB 66460 507 RIM 32.75 IE 31.0 W, 6" CONC PLAN 0 10 20 40 60 SCALE: 1"=20' NOTICE JJM RECORD 0 /2 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 SSMH 66949 RIM 34.36 IE 29.4 E,W @ CL IE 29.9 W, 6" CONC STA A 13 + 15, 4.3' LT 1-SDMH #5.5 STUDENT.PRKG - T - - - - T - - - - - . .I. SS SS . . . . . . . . . . . .- S - SS - - - - - SS - - - - - SS - -� A18+00 --'--------- -, . --- RENTON DOWNTOWN • UTILITY 'D IMPROVEMENTS PROJECT 1O CONSTRUCTION CL EQUALS R/W CL, SEE SURVEY CONTROL PLAN, SHT G-6 2O CURB AND GUTTER REPLACEMENT PER CITY STD DETAIL 101, 101.1, 102 AND 103, AT EXISTING AND PROPOSED CURB TIE-INS, MATCH THE CURB FACES AND EXISTING TOP OF CURB AND FLOWLINE ELEVATIONS, ADJUST LENGTH TO MATCH NEAREST EXPANSION JOINT 3O CEMENT CONCRETE SIDEWALK REPLACEMENT PER CITY STD DETAIL 102, ADJUST PANEL LENGTH AND WIDTH TO MATCH NEAREST FULL DEPTH EXPANSION JOINT 4O CEMENT CONCRETE DRIVEWAY ENTRANCE REPLACEMENT WITH 6" CSTC BASE, MATCH EXISTING O O PER CITY STD DETAIL 104, 104.2, 104.5, 105.5 AND/OR + AS DIRECTED BY THE ENGINEER, ADJUST PANEL LENGTH TO MATCH NEAREST FULL DEPTH EXPANSION JOINT a 5O CROSSWALK PER CITY STD DETAIL 127 O � 6O STOP BAR PER CITY STD DETAIL 128 (n Lu 00 9O CHANNELIZATION MARKERS AND/OR TRAFFIC ARROW ZLU PER CITY STD DETAIL 109 AND WSDOT STD PLANS M-3.40-04 AND M-24.40-02 J U a LEGEND PERMANENT HMA PATCH PER CITY STD DETAIL 110.0, 110.1 AND DETAIL 2, SHEET R-40 °I CEMENT CONCRETE SIDEWALK OR DRIVEWAY a F_ -1 SAWCUT GRIND & OVERLAY PER CITY STD DETAIL 110.0 AND 110.1 REMOVE AND REPLACE WITH 6" CSTC BASE AND 8" R-394952 ASPHALT PAVEMENT S2NDST ROADWAY RESTORATION PLANS STA A9+60 TO STA A19+20 PROJECT NO.: 18PROJECT NO.: 18-22511SCALE: AS SHOWNIDATE: January 2021AS SHOWNIDATE: January 2021 SHEET R-3 R-4 98 of 121 Nt C'7 I I 0 W U N H (.7 W N w Y ry m r) Q r) Q M Lf1 O M N O N O N Lf) �1 70 w ry Q u7 N N V) 0 U i N a� V) r� a a 0 0 a� ry Ln N N i 00 V) U L �I w so M SDMH 67580 m RIM 36.83 IE E, 6" CONC I� IE 30.8 N, 24' CMP IE 30.6 S, 24" CMP IE 32.8 W, 12" CPP CB 67576 3' RIM 36.43 E, IE 33.5 I \ KNOWN CONNECTION I I U0 W z I Q I j I-� S, 0 I I� I J I n rjS 1 i �ih . • �.. Ill I lieu IM 36.52 I.F0 H IE 34.1 NE, 6" CONC Val SDMH 67608 II 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 IE 33.9 SW, 8" METAL V II SSMH 67820 / r XI AHEADI RIM 36.63 I I IE 30.3 N,S @ CL ® �I I I I I gUP-UI - 3 71760 IM 36.63 3F n F. 3" PVC I 60 25 B 67579 IM 36.48 I 34.9 W, 6" CONC W► 1 SMH 67611 I IM 37.06 I E 27.9 E, W @ CL / IE 30.4 S If- IE 30.3 N IE 29.2 SW CB 67741 150 RIM 37.70 I - - - SSMH 67610 IE 33.9 NE, 6" CONC tE 29-.9 E,- W @ CL T IE '30.2'N tE 30'.2 S - = T--,�-GP_ _ �_ GP! _ - -_ IDUCT�- - J-GP- P- - - T---- 31T DUCT SSMH 11881 � 1 RIM 38.02 IE 29.7 SE-W @ CL 18 CONC IE 30.0 E, 8" ABANDONED STOP/RT.YNLY ONE.UC �P =-f � sT - - - -ss- S 2ND ST Tss = T---- T- -- - -T - -� --SS - - - - - SS 17� .� 0 \ CTL MH, 6.5'x120x8WAY CTL MH, 5'x10.5'x6' \ DUCT UCT TGo J T -- T- LJ T TUN _ U 7- DUCT T T D41 T CTL MH, Y.T C5 5'x12'x8.5' O . ., . ✓i l , ... IC ' 11 I 1 - I r , * , , _ 1 !!;2'�'DrSD 11 _ / 1 1 1 .1 �► UGP- UG Gp _Q�J, pIl\ I rOlt SSMH 11882 II �1� ,Illr ,Illr ,III, ,IIR ,' • .���D�- ` _ �� • iiiAr C NW O` .. ❑1 !sue 1 pi w SDMH 12319 CA RIM 38.34 U / _ - UGP- IF I E 32.1 E, 18 " C qN C I IE N/A, W, INACUS IBLE �I / W I 24" IRON PIPE NE- I III I CB 67818 RUNNING THROUGH TCR o Q I I RIM 36.39 655 IE 33.4 S, 18" CPP ONE.WAY.(W)�TREET I w l I IE 33.8 N, 6" PVC I CB 11950 RIM 38.37 I , W IE 35.6 NE, 12" ONC I , SDMH 12318 RIM 38.48 PLANIE 33.2 E, 18;; CON( I I 0 10 20 40 60 SCALE: 1"=20' • - - _ - - 55 % . . . . . . . . . . . . SS s �f _ C1+00 - - PLAN 20 40 SCALE: 1"=20' NOTICE Jim RECORD 0 Y2 1 DESIGNED DRAWINGS BAW DRAWN rra smi 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 m SSM 11722 RIM 38.40 IE 22.1 S,E-W @ CL 12" CONC CB 11711 DUCT RIM 37.88 IE 36.5 W, 6" CONC IE 36.5 E, 6" CONC STREET/ONE.WAY SSMH 12322 I RIM 38.73 IE 32.0 S,E-N @ CL 12" CONC fin r- T DUCT Ffl DUCT - AT&T HH 463 TA -39. I _ - T DUCT 7 T- ~---T -- ==TT== A2.3 40 -39 0) fn I --SDJZ -- SD -__-_- G---- _ --UGP - -- -U 51 MIN.PRKG SDMH 12317 RIM IE 34.0 E, 18" CONC IE 33.4 W, 18" CONC LOCATION OF ALL SPU RIVER PIPES APPR( ONE.WAY.(W) CB 12088 RIM 38.11 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 RENTON DOWNTOWN • UTILITY 'D IMPROVEMENTS PROJECT CONSTRUCTION NOTES: 1O CONSTRUCTION CL EQUALS R/W CL, SEE SURVEY CONTROL PLAN, SHT G-6 5O CROSSWALK PER CITY STD DETAIL 127 O CHANNELIZATION MARKERS AND/OR TRAFFIC ARROW PER CITY STD DETAIL 109 AND WSDOT STD PLANS M-3.40-04 AND M-24.40-02 R-394953 LEGEND PERMANENT HMA PATCH PER CITY STD DETAIL 110.0, 110.1 AND DETAIL 2, SHEET R-40 ae a °I CEMENT CONCRETE SIDEWALK OR a a DRIVEWAY F_ -1 SAWCUT GRIND & OVERLAY PER CITY STD DETAIL 110.0 AND 110.1 REMOVE AND REPLACE WITH 6" CSTC BASE AND 8" ASPHALT PAVEMENT S 2ND ST AND S 3RD ST ROADWAY RESTORATION PLANS STA A19+20 TO STA A23+40 & STA CO+00 TO STA C4+80 PROJECT NO.: 18-2251 I SCALE: AS SHOWN I DATE: January 2021 SHEET R-5 R-6 99 of 121 It C'7 O W U N Lo 7 J N w ry a m 0 a 0 a M Ln O M N O N O N \ i �1 LO w a u7 N N L 1-11 a N a� V) r� a a 0 a� ry Ln N N i 00 V) U a� 0 L �I w so 00 U Q w U' LU = LU V) z LU LU J U Q VLJ DT4" 2 J �.Lv 9.3 N, 6" CONC SEE SHEET R-12 FOR CONTINUATION PLAN 0 10 20 40 60 SCALE: 1"=20' PLAN 20 40 SCALE: 1"=20' SEE SHEET R-16 FOR CONTINUATION FOR CONTINUATION SEE SHEET R-16 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 1 10/26/2022 JJM RECORD DRAWING NOT TO SCALE NO. DATE BY REVISION i REMOVE AND REPLACE CURB RAMP SEE SHT R-33 RENTON DOWNTOWN • UTILITY 'D IMPROVEMENTS PROJECT CB RIM IE CONSTRUCTION NOTES: O CONSTRUCTION CL EQUALS R/W CL, SEE SURVEY CONTROL PLAN, SHT G-6 O2 CURB AND GUTTER REPLACEMENT PER CITY STD DETAIL 101, 101.1, 102 AND 103, AT EXISTING AND PROPOSED CURB TIE-INS, MATCH THE CURB FACES AND EXISTING TOP OF CURB AND FLOWLINE ELEVATIONS, ADJUST LENGTH TO MATCH NEAREST EXPANSION JOINT O CEMENT CONCRETE SIDEWALK REPLACEMENT PER CITY STD DETAIL 102, ADJUST PANEL LENGTH AND WIDTH TO MATCH NEAREST FULL DEPTH EXPANSION JOINT O 4O CEMENT CONCRETE DRIVEWAY ENTRANCE t10 REPLACEMENT WITH 6" CSTC BASE, MATCH EXISTING + PER CITY STD DETAIL 104, 104.2, 104.5, 105.5 AND/OR m AS DIRECTED BY THE ENGINEER, ADJUST PANEL LENGTH U TO MATCH NEAREST FULL DEPTH EXPANSION JOINT 0 5O CROSSWALK PER CITY STD DETAIL 127 J LU LU CO O STOP BAR PER CITY STD DETAIL 128 z_w LU J 9O CHANNELIZATION MARKERS AND/OR TRAFFIC ARROW = PER CITY STD DETAIL 109 AND WSDOT STD PLANS UM-3.40-04 AND M-24.40-02 < 0PARKING MARKERS TO MATCH EXISTING AS DIRECTED BY ENGINEER + rl Urn oc c� LU w� zw H LU _jU0 2 U Q LEGEND PERMANENT HMA PATCH PER CITY STD DETAIL 110.0, 110.1 AND DETAIL 2, SHEET R-40 °I CEMENT CONCRETE SIDEWALK OR DRIVEWAY a F_ —1 SAWCUT GRIND & OVERLAY PER CITY STD DETAIL 110.0 AND 110.1 REMOVE AND REPLACE WITH 6" CSTC BASE AND 8" R-394954 ASPHALT PAVEMENT S3RDST ROADWAY RESTORATION PLANS STA C4+80 TO STA C14+40 PROJECT NO.: 18-2251 1 SCALE: AS SHOWN DATE: January 2021 SHEET goo 100 of 121 Nt C'7 i w U N J V) N W Y ry a m r) a r) M Ln 0 M N 0 N N rn 70 W ry a u7 N N V) V) 0 a U i N a� V) r� a a 0 0 ry N N i 00 V) U L �I w so + J�J l� 0c)U �Q w U) D I c=n L U w Z W U) J TZ Q — 316 11 REMOVE AND REPLACE CURB RAMP SEE SHT R-34 sill! . © r RIM 32.07 , , ©©�� REM — -- 12"W DI — — — — 12"W C15+ 0_ ic 5 C===== ---12"W DI /7-77 n777 �F77./_/\7=7 33 --S3RDST' ' 4HR.PRKG — GP= — — g 1AP ° ° a SPIKE 1 9 s _ — 33— — — — 2 3 AC I I a I 315 I 319 321 325 1\ 110/26/20221 JJM I RECORD DRAWING NO. I DATE I BY REVISION NOTICE 0 Y2 1 IF THIS BAR DOES NOT MEASURE 1" THEN DRAWING IS NOT TO SCALE JJM DESIGNED BAW DRAWN TTT CHECKED 0 0 CB 76773 400 I 410 I 422 RIM 32.15 IE 30.6 W, 6" CONC SSMH 76590 RIM 32.74 IE 25.6 W,N @ CL DMH 76592 IM 32.61 „ I GAi IE 30.5 SE, 4" METAL MW_4 I IE 30.8 N, 6" CONC 3 LID 32.82 ° p . a ELEV 32.34 @TOP AC L ib AC ° 4HR'RKG 18" PP Sq 18" P 5 — - _33— 10 TYP —. 9 TYP _— "W DI-- 1 -12"W DI-----12"W DI-- —12"W DIL----12"W DI-----12"W D —---12"W DI—� _ C17+00 C18+00Ln 4 o p� 71 �. SEE SHEET SS-21 CONSTRUCTION NOTES: FOR CONTINUATION 1O CONSTRUCTION CL EQUALS R/W CL, SEE SURVEY CONTROL PLAN, SHT G-6 � O2 CURB AND GUTTER REPLACEMENT PER CITY STD DETAIL " 2"D D�C 101, 101.1, 102 AND 103, AT EXISTING AND PROPOSED CURB TIE-INS MATCH THE CURB FACES AND EXISTING U) �G TOP OF CURB AND FLOWLINE ELEVATIONS, ADJUST F--- V) I\ LENGTH TO MATCH NEAREST EXPANSION JOINT IV w �ee- O CEMENT CONCRETE SIDEWALK REPLACEMENT PER CITY Q STD DETAIL 102, ADJUST PANEL LENGTH AND WIDTH AC TO MATCH NEAREST FULL DEPTH EXPANSION JOINT I Lb ° O 4O CEMENT CONCRETE DRIVEWAY ENTRANCE a n n N REPLACEMENT WITH 6" CSTC BASE, MATCH EXISTING 5 1� — — — —• — — jI Iri— NO. KG a ° 2HR.PR a sIt 2 0 TOP 2 AC 2 AC ° CB 76401 3 SPIKE 110 RIM 32.31 iF 31.1 NW, 4" METAL 3 tl 401 I 405 I 413 I 415 I 423 I I I I PLAN 0 10 20 40 60 SCALE: 1"=20' PLAN 0 10 20 40 60 SCALE: 1"=20' RECORD DRAWINGS SEE NOTE ON murra sm� COVER SHEET FOR CONTINUATION SEE SHEET R-30 i RENTON DOWNTOWN • UTILITY 'D IMPROVEMENTS PROJECT II + PER CITY STD DETS 104, 104.2, 104.5, 105.5 AND/OR �J 01 AS DIRECTED BY THE ENGINEER, ADJUST PANEL LENGTH _ ,-_q TO MATCH NEAREST FULL DEPTH EXPANSION JOINT P D U a 0 5O CROSSWALK PER CITY STD DETAIL 127 0 STOP BAR PER CITY STD DETAIL 128 W W Z O CHANNELIZATION MARKERS AND/OR TRAFFIC ARROW '—' PER CITY STD DETAIL 109 AND WSDOT STD PLANS J = M-3.40-04 AND M-24.40-02 PARKING MARKERS TO MATCH EXISTING AS DIRECTED BY ENGINEER 1 ° ° Q SDMH 72349 ` RIM 35.99 IE 33.6 E, 6" CONC IE 32.2 W, 12" METAL IE 32.2 N, 12" METAL CB 72731 RINA -�F nQ .rl LEGEND PERMANENT HMA PATCH PER CITY STD DETAIL 110.0, 110.1 AND DETAIL 2, SHEET R-40 aa"' °� CEMENT CONCRETE SIDEWALK OR a , .a DRIVEWAY 613 F_ —1 SAWCUT GRIND & OVERLAY PER CITY STD DETAIL 110.0 AND 110.1 REMOVE AND REPLACE WITH 6" CSTC BASE AND 8" R-394955 ASPHALT PAVEMENT S3RDST ROADWAY RESTORATION PLANS STA C14+40 TO STA C24+00 PROJECT 1 18-2251 1 SCALE: AS SHOWN DATE: January 2021 SHEET R-9 R-10 101 of 121 M i 0 w U N V) N W Y m Q M 6 M N 0 N �D N �1 70 LU >y N N i V) a a� Q N a� V) r6 L a a 0 0 a� ry N N i 00 U L �I w iu \ \ LOCATION OF ALL SPU/CEDAR \ \\ RIVER PIPES APPROXIMATE SSMH 77849 -� \ RIM 38.20 IE < 13.2 N-SW, METRO SEWER \ \ STCR TOO DEEP TO MEASURE CB 77845 \ RIM 37.92 IE 34.8 E, 12" PVC ONE.WAY.(E) NC \ MW-6 O ® \ LID 37.00 ELEV 36.69 @ TOP OF PVC \ O -----UGP--- - -----IJGP - - - -- + - UGP- - - - P- - UGP UGP- =�� oU � Q LU 12"W DI-----12"W DI-----12"W DI-- --12"W DILU M1c267 W +00 C25+00 •� • _ W 38- Lu I U) I H 77888 RIM 38.21 ❑ I� I I jo LUA / IE 34.3 S, 12" METAL IE 34.2 N, 12" METAL 280 712 O O IE 34.4E 4" METAL IE 34.5 W, 4" METAL / I SDMH 77889 ❑ � I RIM 38.11 IE 34.2 S, 12" METAL can W IE 35.4 E, 12" METAL SDMH 13575 z / C IE 34.5 W, 12" PVC IE 34.1 N, 12" METAL RIM 38.28 IE 36.1 NW, 8" CONC 290 IE 36.1 SW, 8" UNKNOWN DD ro CB 77890 OIL/WATER SEPARATOR SHROUD OVER ENDS OF PIPES PREVENTED RIM 37.85 IE 35.6 W, 12" META ACCURATE MEASUREMENTS 1 I _ 700 704 SDMH 13574 RIM 38.61 708 710 I IE 35.1 E, 6" CONC G \ CB 13577 RIM 38.12 IE 35.0 W, 6" CONC TWO COMM LINES RUN N-S 6" WATER & Ic 1 36.3 S 6" CONC THROUGH GENTER OF STCR_ '+ DOWN rn ONE.WAY I ® a AC 2HR.PRKG Am - 11 5p:� - E --S --S-D- SD - - ---SD - 7 26+00- _ Es 1 S 3 R D ST -fi-3 Q�_97 =p vGP-----UGP-� -- - -UG - --UGP--- - -- - 2 � � a - P P ONE.WAY ONE.WAY.(E) SSM 13061 O RIM 38.11 00 IE I/A, UNABLE TO PEN + r-, 617 SEE SHEET R-6 FOR CONTINUATION PLAN 0 10 20 40 60 SCALE: 1"=20' �..m- :..a•� _\ C!J-13652- RIM 38.17 IE 37.0 W, 6" CONC SDMH 13653 RIM 38.44 IE 36.2 SW, 4" PVC IE 34.0 E, 6" CONC FILLED W/SEDIMENT, 5'± DEEP SDMH 13578 RIM 38.61 IE 34.9 E, 8" CONC IE 34.8 NW, 12" IRON q \ \ G o�G , \ \/ \ o �o \ Z002 250 \ ? \ o ��� o vv"')\ r cpw c" \ J J \\ �� Ate-`^ oho \\ \�\\ \ \ \ �/ 1 \ S�\�8/ a \ 300 o o'� \ \ \ \ \ \ 009 PO o \ REPLACE FENCE / \ \\ \�� �� \ \ \ \ \ IN KIND �� -�/ / \ �0' o �� � s a \ \ 2 0 O �' cp.\ \ \ I \ �. \ fit- �� \ \ 2 cp:I SO ��,-� � � � RESTORE PAVEMENT MARKING O TO MATCH EXISTING OR AS ISO �z'�\\\�\o 3 I DIRECTED BY THE ENGINEER , SO E3+�00� G I E4+00 \ \ / o� �� ' 112 o�ti \ -A d LA o 10' WID SAN SEW ESM'T -PER RE N0, 5512374 O 2 rcRy \ 1 (/ _J Acp_ CD 1\ 110/26/20221 JJM I RECORD DRAWING NO. DATE BY REVISION NOTICE 0 /2 1 IF THIS BAR DOES NOT MEASURE 1" THEN DRAWING IS NOT TO SCALE PLAN 0 10 20 40 60 SCALE: 1"=20' Jim RECORD DESIGNED DRAWINGS BAW DRAWN murra sm� TTT SEE NOTE ON CHECKED COVER SHEET RENTON DOWNTOWN • UTILITY 'D IMPROVEMENTS PROJECT O Ln M Q � U) � W W w zU) �W W LO U Gam`' C\ G CONSTRUCTION NOTES: 1O CONSTRUCTION CL EQUALS R/W CL, SEE SURVEY CONTROL PLAN, SHT G-6 2O CURB AND GUTTER REPLACEMENT PER CITY STD DETAIL 101, 101.1, 102 AND 103, AT EXISTING AND PROPOSED CURB TIE-INS, MATCH THE CURB FACES AND EXISTING TOP OF CURB AND FLOWLINE ELEVATIONS, ADJUST LENGTH TO MATCH NEAREST EXPANSION JOINT 3O CEMENT CONCRETE SIDEWALK REPLACEMENT PER CITY STD DETAIL 102, ADJUST PANEL LENGTH AND WIDTH TO MATCH NEAREST FULL DEPTH EXPANSION JOINT 7O PROTECT EXIST TREE AND/OR SHRUB OR REPLACE IN KIND, CONTRACTOR SHALL COORDINATE MEASURES TO MINIMIZE IMPACTS TO TREE WITH ENGINEER 9 CHANNELIZATION MARKERS AND/OR TRAFFIC ARROW PER CITY STD DET 109 AND WSDOT STD PLANS M-3.40-04 AND M-24.40-02 LEGEND PERMANENT HMA PATCH PER CITY STD DETAIL 110.0, 110.1 AND DETAIL 2, SHEET R-40 °I CEMENT CONCRETE SIDEWALK OR DRIVEWAY F_ -1 SAWCUT GRIND & OVERLAY PER CITY STD DETAIL 110.0 AND 110.1 REMOVE AND REPLACE WITH 6" CSTC BASE AND 8" R-394956 ASPHALT PAVEMENT S 3 RD ST & PARKING LOT RESTORATION PLANS STA C24+00 TO STA C26+40 & STA E1+20 TO STA E5+00 PROJECT NO.: 18-2251 I SCALE: AS SHOWN I DATE: January 2021 SHEET R-11 R-12 102 of 121 so CONSTRUCTION NOTES: M I O I 0 W U N N ry w Y m 0 Q Q U) 6 r-I M N O N N M V) w ry Q U) N N i V) 0 U N r~3 a a 0 c 0 c a� ry Ln N N i 00 U �I w .. I1(;P — RIM LJ.JV IE 28.7 S, 6" CON SDM RIM C IE 21. IE 21.E E12"I&PV BO ��I_ - ---------- 31-$B 5.8 W ►a I I I 0 � II I AUTH RIZED.PRKG I �J /I � 0 1 / MATCHLINE STA E5+00 SEE SHEET R-12 NO.RT.TURN I I Ub JLUUI / --- RIM 31.62 / IE 28.2 S, 6" PVC / IE 2-7.6-td-12 CPP IE 27.6 E, 12" CPP IE 27.5 W, 12" CPP PLAN 0 10 20 40 60 SCALE: 1"=20' .� —`T ---------fir•— — — ----- —�_--�- MIC 258 \\ S \ \'••.AND ST �.� MI PLAN 20 40 SCALE: 1"=20' 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 z O QLr) z� 1.-q w �w z� Ow Uu oC O LL HIM 51.40 +E-22:9-N, 12" CONC -tE__22.9_S. 12" CONC ELEV 24.0 E-W, TOP OF 12 ID _CMC -All rOACr O O + W OJ aw m cn w LU J = = w Uw �V) Q RENTON DOWNTOWN • UTILITY 'D IMPROVEMENTS PROJECT O CURB AND GUTTER REPLACEMENT PER CITY STD DETAIL 101, 101.1, 102 AND 103, AT EXISTING AND PROPOSED CURB TIE-INS, MATCH THE CURB FACES AND EXISTING TOP OF CURB AND FLOWLINE ELEVATIONS, ADJUST LENGTH TO MATCH NEAREST EXPANSION JOINT LEGEND R-394957 PARKING LOT PERMANENT HMA PATCH PER CITY STD DETAIL 110.0, 110.1 AND DETAIL 2, SHEET R-40 CEMENT CONCRETE SIDEWALK OR DRIVEWAY SAWCUT GRIND & OVERLAY PER CITY STD DETAIL 110.0 AND 110.1 REMOVE AND REPLACE WITH 6" CSTC BASE AND 8" ASPHALT PAVEMENT ROADWAY RESTORATION PLANS STA E5+00 TO STA E11+00 PROJECT NO.: 18-2251 1 SCALE: AS SHOWN I DATE: January 2021 SHEET R-13 R-14 103 of 121 It M O W u N V) J N w ry a m 0 a 0 a M Ln O M N (D N �D N Ln �1 w a Ln N N a) a� 0 a U i N a� r� a a 0 O a� Ln N N i co V) u �J O L a �I w i .■ SEE SHEET R-3 FOR CONTINUATION FOR CONTINUATION FOR CONTINUATION o 10 20 40 60 SEE SHEET R-3 SEE SHEET R-14 Lm�� SEE SHEET R-8 SCALE: 1"=20' FOR CONTINUATION REMOVE AND REPLACE CURB RAMP SEE SHT R-31 1\ 110/26/20221 JJM I RECORD DRAWING NO. DATE I BY FOR CONTINUATION SEE SHEET R-10 REVISION NOTICE 0 Y2 1 IF THIS BAR DOES NOT MEASURE 1" THEN DRAWING IS NOT TO SCALE O LL r\ Q W W w z= �w J Lu =cf) U Q PLAN 0 10 20 40 60 SCALE: 1"=20' CONSTRUCTION NOTES: 1O CONSTRUCTION CL EQUALS R/W CL, SEE SURVEY CONTROL PLAN, SHT G-6 O2 CURB AND GUTTER REPLACEMENT PER CITY STD DETAIL 101, 101.1, 102 AND 103, AT EXISTING AND PROPOSED CURB TIE-INS, MATCH THE CURB FACES AND EXISTING TOP OF CURB AND FLOWLINE ELEVATIONS, ADJUST LENGTH TO MATCH NEAREST EXPANSION JOINT 3O CEMENT CONCRETE SIDEWALK REPLACEMENT PER CITY O STD DETAIL 102, ADJUST PANEL LENGTH AND WIDTH TO MATCH NEAREST FULL DEPTH EXPANSION JOINT Ln 5O CROSSWALK PER CITY STD DETAIL 127 LL Q 6O STOP BAR PER CITY STD DET 128 7 PROTECT EXIST TREE OR REPLACE IN KIND, W m O CONTRACTOR SHALL COORDINATE MEASURES TO Z w MINIMIZE IMPACTS TO TREE WITH ENGINEER J = O CHANNELIZATION MARKERS AND/OR TRAFFIC ARROW () PER CITY STD DETAIL 109 AND WSDOT STD PLANS M-3.40-04 AND M-24.40-02 Q LEGEND PERMANENT HMA PATCH PER CITY STD ` DETAIL 110.0, 110.1 AND DETAIL 2, SHEET R-40 °I CEMENT CONCRETE SIDEWALK OR DRIVEWAY a F_ —1 SAWCUT L— I GRIND & OVERLAY PER CITY STD DETAIL 110.0 AND 110.1 REMOVE AND REPLACE WITH 6" CSTC BASE AND 8" R-394958 ASPHALT PAVEMENT SHEET Jim RECORD RENTON DOWNTOWN SHATTUCK AVE S DESIGNED DRAWINGS BAW • UTILITY ROADWAY RESTORATION PLANS R-15 DRAWN murraysmirt JAW SEE NOTE ONm h IMPROVEMENTS STA FO+80 TO STA F9+60 R-16 CHECKED COVER SHEET A*I;11 PROJECT PROJECT NO.: 18-2251 SCALE: AS SHOWN I DATE: January 2021 104 Of 121 CONSTRUCTION NOTES: co O Lu u N V) J N w v ry Q m 0 Q 0 Q M Ln O ,- A M N O N �D N r\ 70 w ry Q Ln N N i V) V) 0 Q U i N a� V) r� a a 0 0 ry Ln N N i 00 i u 0 L a �I w i so 110 + �U- Q w Ln w Lu LOz w J cn = U Q 7 1\ 110/26/20221 JJM I RECORD DRAWING NO.1 DATE I BY ►7 REVISION REMOVE AND REPLACE CURB RAMP SEE SHT R-38 PLAN 0 10 20 40 60 SCALE: 1"=20' 432 PLAN 0 10 20 40 60 SCALE: 1"=20' 450 REMOVE AND REPLACE CURB RAMP SEE SHT R-39 SD - SD-----SD --� 1O CONSTRUCTION CL EQUALS R/W CL, SEE SURVEY CONTROL PLAN, SHT G-6 O2 CURB AND GUTTER REPLACEMENT PER CITY STD DETAIL 101, 101.1, 102 AND 103, AT EXISTING AND PROPOSED CURB TIE-INS, MATCH THE CURB FACES AND EXISTING TOP OF CURB AND FLOWLINE ELEVATIONS, ADJUST LENGTH TO MATCH NEAREST EXPANSION JOINT 3O CEMENT CONCRETE SIDEWALK REPLACEMENT PER CITY STD DETAIL 102, ADJUST PANEL LENGTH AND WIDTH TO MATCH NEAREST FULL DEPTH EXPANSION JOINT O 4O CEMENT CONCRETE DRIVEWAY ENTRANCE + REPLACEMENT WITH 6" CSTC BASE, MATCH EXISTING PER CITY STD DETAIL 104, 104.2, 104.5, 105.5 AND/OR .� AS DIRECTED BY THE ENGINEER, ADJUST PANEL LENGTH LL TO MATCH NEAREST FULL DEPTH EXPANSION JOINT Q� 0 5O CROSSWALK PER CITY STD DETAIL 127 (n w W m 6O STOP BAR PER CITY STD DETAIL 128 Z w J 9) CHANNELIZATION MARKERS AND/OR TRAFFIC ARROW = PER CITY STD DETAIL 109 AND WSDOT STD PLANS u M-3.40-04 AND M-24.40-02 Q LEGEND PERMANENT HMA PATCH PER CITY STD ` DETAIL 110.0, 110.1 AND DETAIL 2, SHEET R-40 °I CEMENT CONCRETE SIDEWALK OR DRIVEWAY a F_ —1 SAWCUT L— I GRIND & OVERLAY PER CITY STD DETAIL 110.0 AND 110.1 REMOVE AND R-394959 REPLACE WITH 6" CSTC BASE AND 8" ASPHALT PAVEMENT NOTICE JJM RECORD DESIGNED RENTON DOWNTOWN SHATTUCK AVE S SHEET /2 1 BAW DRAWINGS ® UTILITY ROADWAY RESTORATION PLANS 1 R DRAWN _ % IF THIS BAR DOES SEE NOTE ON murraysmirtIMPROVEMENTS R-18 NOTMEASURE 1" TTTSTA F9+60 TO STA F16+80 THEN DRAWING IS CHECKED COVER SHEET PROJECT NOT TO SCALE 0 105 Of 121 PROJECT NO.: 18-2251 SCALE: AS SHOWN DATE: January 2021 CONSTRUCTION NOTES: rn M O 0 W U N V) J N w ry Q m 0 Q 0 Q M Ln O M N O N �D N w ry Q Ln N N 0 Q U i N a� V) r� a a 0 a� ry Ln N N i 00 V) U a� 0 L �I w i so SEE SHEET R-3 FOR CONTINUATION FOR CONTINUATION SEE SHEET R-3 Ali 0 10 20 40 60 SCALE: 1"=20' r- 0 10 20 40 60 SCALE: 1"=20' NOTICE Jim RECORD 0 /2 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 SEE SHEET R-9 FOR CONTINUATION FOR CONTINUATION SEE SHEET R-9 i O N M � O J W Lu m zw �Lf) J U a RENTON DOWNTOWN • UTILITY 'D IMPROVEMENTS PROJECT 1O CONSTRUCTION CL EQUALS R/W CL, SEE SURVEY CONTROL PLAN, SHT G-6 2O CURB AND GUTTER REPLACEMENT PER CITY STD DETAIL 101, 101.1, 102 AND 103, AT EXISTING AND PROPOSED CURB TIE-INS, MATCH THE CURB FACES AND EXISTING TOP OF CURB AND FLOWLINE ELEVATIONS, ADJUST LENGTH TO MATCH NEAREST EXPANSION JOINT 3O CEMENT CONCRETE SIDEWALK REPLACEMENT PER CITY STD DETAIL 102, ADJUST PANEL LENGTH AND WIDTH TO MATCH NEAREST FULL DEPTH EXPANSION JOINT 440 CEMENT CONCRETE DRIVEWAY ENTRANCE REPLACEMENT WITH 6" CSTC BASE, MATCH EXISTING PER CITY STD DETAIL 104, 104.2, 104.5, 105.5 AND/OR AS DIRECTED BY THE ENGINEER, ADJUST PANEL LENGTH TO MATCH NEAREST FULL DEPTH EXPANSION JOINT 5O CROSSWALK PER CITY STD DETAIL 127 O CHANNELIZATION MARKERS AND/OR TRAFFIC ARROW PER CITY STD DETAIL 109 AND WSDOT STD PLANS M-3.40-04 AND M-24.40-02 LEGEND PERMANENT HMA PATCH PER CITY STD DETAIL 110.0, 110.1 AND DETAIL 2, SHEET R-40 °I CEMENT CONCRETE SIDEWALK OR DRIVEWAY a F_ —1 SAWCUT GRIND & OVERLAY PER CITY STD DETAIL 110.0 AND 110.1 REMOVE AND REPLACE WITH 6" CSTC BASE AND 8" R-394960 ASPHALT PAVEMENT SHEET WHITWORTH AVE S ROADWAY RESTORATION PLANS R-19 STA GO+00 TO STA G6+00 R-20 PROJECT NO.: 18-2251 1 SCALE: AS SHOW7 DATE: January 2021 106 Of 121 co `W 1 U N (n J N ry w a m 0 a 0 a U) 6 M N O N 110 N 0l 3 70 V) w U) N N i V) 0 a U i N a� r� a a 0 c a� u7 N N i 00 i 13 U a �I w /1\ 10/26/2022 JJM RECORD DRAWING NO. DATE BY IIIIIIIIII III w Q > F-- m aw w z V� U CQ G W N 5 N Ln M � 3 = Q< 33 2 3 ——— —ss I '--33 PLAN 0 10 20 40 60 SCALE: 1"=20' i 225 CD 33—� H2+00 --ss ---ss C:� C CD YIN13 AC O _ H3+00 w Uj zw 9 TYP MORRIS AVE S ��P a�0�- �/' A - _ a I °;H CD 1 211 CD SEE SHEET R-10 FOR CONTINUATION AC / / / / AC FOR CONTINUATION 0 10 20 40 60 ,� SEE SHEET R-9 SCALE: 1"=20' NOTICE Jim RECORD • RENTON DOWNTOWN 0 /Z 1 DESIGNED DRAWINGS BAW • UTILITY DRAWN Iwo IMPROVEMENTS IF THIS BAR DOES SEE NOTE ON murraysmi NOT MEASURE 1" TTT THEN DRAWING IS CHECKED COVER SHEET PROJECT NOT TO SCALE CONSTRUCTION NOTES: 1O CONSTRUCTION CL EQUALS R/W CL, SEE SURVEY CONTROL PLAN, SHT G-6 O2 CURB AND GUTTER REPLACEMENT PER CITY STD DETAIL 101, 101.1, 102 AND 103, AT EXISTING AND PROPOSED CURB TIE-INS, MATCH THE CURB FACES AND EXISTING TOP OF CURB AND FLOWLINE ELEVATIONS, ADJUST LENGTH TO MATCH NEAREST EXPANSION JOINT 3O CEMENT CONCRETE SIDEWALK REPLACEMENT PER CITY STD DETAIL 102, ADJUST PANEL LENGTH AND WIDTH TO MATCH NEAREST FULL DEPTH EXPANSION JOINT O CROSSWALK PER CITY STD DETAIL 127 O CHANNELIZATION MARKERS AND/OR TRAFFIC ARROW PER CITY STD DETAIL 109 AND WSDOT STD PLANS M-3.40-04 AND M-24.40-02 LEGEND PERMANENT HMA PATCH PER CITY STD DETAIL 110.0, 110.1 AND DETAIL 2, SHEET R-40 a ° CEMENT CONCRETE SIDEWALK OR DRIVEWAY SAWCUT GRIND & OVERLAY PER CITY STD DETAIL 110.0 AND 110.1 REMOVE AND REPLACE WITH 6" CSTC BASE AND 8" ASPHALT PAVEMENT R-394961 MORRIS AVE S ROADWAY RESTORATION PLANS STA HO+00 TO STA H6+00 SHEET R-21 107 of 121 .. REVISION PROJECT NO.: 18-2251 I SCALE: AS SHOWN I DATE: January 2021 U N J V) N LU Y ry Q m 0 Q 0 Q M Lf1 O M N O N O N N i �1 70 i LU ry i >Q Ln N N V) 0 Q U i N a� V) r� a a 0 a� ry Ln N N 00 V) U L a �I w i Q� / II II i Fo p � a STOP.FO�R.PED�1 i aT* � �W I I$TL- - - - - W --I I V KIM 4J. / / IF a? ? W 6" IRON I 1\ 110/26/20221 JJM I RECORD DRAWING NO. DATE BY REVISION NOTICE 0 72 1 IF THIS BAR DOES NOT MEASURE 1" THEN DRAWING IS NOT TO SCALE JJM DESIGNED BAW DRAWN TTT CHECKED PLAN 0 10 20 40 60 SCALE: 1"=20' FOR CONTINUATION SEE SHEET R-25 — SS D— — — — — SD — — — — —S 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 nm oraco Rllvl Tt..7 l IE 42.9 NW, 8" CONC IE 42.9 N, 8" CONC CONSTRUCTION NOTES: 1O CONSTRUCTION CL EQUALS R/W CL, SEE SURVEY CONTROL PLAN, SHT G-6 O2 CURB AND GUTTER REPLACEMENT PER CITY STD DETAIL 101, 101.1, 102 AND 103, AT EXISTING AND PROPOSED CURB TIE-INS, MATCH THE CURB FACES AND EXISTING TOP OF CURB AND FLOWLINE ELEVATIONS, ADJUST LENGTH TO MATCH NEAREST EXPANSION JOINT 3O CEMENT CONCRETE SIDEWALK REPLACEMENT PER CITY STD DETAIL 102, ADJUST PANEL LENGTH AND WIDTH TO MATCH NEAREST FULL DEPTH EXPANSION JOINT 0 CROSSWALK PER CITY STD DETAIL 127 6O STOP BAR PER CITY STD DETAIL 128 9O CHANNELIZATION MARKERS AND/OR TRAFFIC ARROW PER CITY STD DETAIL 109 AND WSDOT STD PLANS M-3.40-04 AND M-24.40-02 LEGEND PERMANENT HMA PATCH PER CITY STD DETAIL 110.0, 110.1 AND DETAIL 2, SHEET R-40 5 ..de.0 ., 4 Q 1 CEMENT CONCRETE SIDEWALK OR DRIVEWAY F_ —1 SAWCUT GRIND & OVERLAY PER CITY STD DETAIL 110.0 AND 110.1 REMOVE AND REPLACE WITH 6" CSTC BASE AND 8" R-394962 ASPHALT PAVEMENT RECORD SHEET RENTON DOWNTOWN S 2ND ST DRAWINGS UTILITY ROADWAY RESTORATION PLANS _ R 24 SEE NOTE ON murraysmirthlqo IMPROVEMENTS STA KO+00 TO STA K5+60 COVER SHEET PROJECT PROJECT NO.: 18-2251 SCALE: AS SHOWN DATE: January 2021 108 Of 121 CONSTRUCTION NOTES: C'7 O Lu u N V) J N W Y ry m r) Q r) Q M Ln O M N O N �D N Ln N W Ln N N 0 Q U i N V) r� a a 0 0 a� ry Ln N N i 00 V) u L �I w so FUR CUNTINUATIUN SEE SHEET R-24 SCALE: 1"=20' PLAN ' 0 10 20 40 60 SCALE: 1"=20' NOTICE Jim RECORD 0 /2 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 EA RENTON DOWNTOWN • UTILITY 'D IMPROVEMENTS PROJECT I IVY 1O CONSTRUCTION CL EQUALS R/W CL, SEE SURVEY CONTROL PLAN, SHT G-6 2O CURB AND GUTTER REPLACEMENT PER CITY STD DETAIL 101, 101.1, 102 AND 103, AT EXISTING AND PROPOSED CURB TIE-INS, MATCH THE CURB FACES AND EXISTING TOP OF CURB AND FLOWLINE ELEVATIONS, ADJUST LENGTH TO MATCH NEAREST EXPANSION JOINT 3O CEMENT CONCRETE SIDEWALK REPLACEMENT PER CITY STD DETAIL 102, ADJUST PANEL LENGTH AND WIDTH TO MATCH NEAREST FULL DEPTH EXPANSION JOINT O 00 4O CEMENT CONCRETE DRIVEWAY ENTRANCE + REPLACEMENT WITH 6" CSTC BASE, MATCH EXISTING Ln PER CITY STD DETAIL 104, 104.2, 104.5, 105.5 AND/OR J Q AS DIRECTED BY THE ENGINEER, ADJUST PANEL LENGTH O TO MATCH NEAREST FULL DEPTH EXPANSION JOINT w 5O CROSSWALK PER CITY STD DETAIL 127 W CO Jw � 6O STOP BAR PER CITY STD DETAIL 128 U8O BRICK SIDEWALK TO BE REPLACED IN KIND, u CONTRACTOR TO REUSE BRICK TO THE EXTENT Q POSSIBLE, IF NEW BRICK IS NEEDED, IT SHALL BE OF THE SAME SIZE AND COLOR PATTERN, SUBSURFACE LAYERS TO MATCH EXISTING AND BE SUFFICIENTLY HAND COMPACTED SUCH THAT NO SETTLING OCCURS 9O CHANNELIZATION MARKERS AND/OR TRAFFIC ARROW PER CITY STD DETAIL 109 AND WSDOT STD PLANS M-3.40-04 AND M-24.40-02 11 RAILROAD CROSSING MARKING PER WSDOT STD PLAN M-11.10-03 LEGEND I ..de w .A 4 Q II R-394963 MILL AVE S PERMANENT HMA PATCH PER CITY STD DETAIL 110.0, 110.1 AND DETAIL 2, SHEET R-40 CEMENT CONCRETE SIDEWALK OR DRIVEWAY SAWCUT GRIND & OVERLAY PER CITY STD DETAIL 110.0 AND 110.1 REMOVE AND REPLACE WITH 6" CSTC BASE AND 8" ASPHALT PAVEMENT ROADWAY RESTORATION PLANS STA LO+00 TO STA L9+00 PROJECT NO.: 18-2251 SCALE: AS SHOWN DATE: January 2021 SHEET R-25 R-26 109 of 121 m co w U N V) J N LU v ry Q m r) Q r) Q M Ln 6 M N O N lD N N 70 LU ry i Ln N N i V) V) 0 U 1-11 V) r� a a 0 0 a� ry Ln N N i 00 V) U 0 L a �I w i so 1\ 110/26/20221 JJM I RECORD DRAWING NO. I DATE I BY O, � Iiiij I ni mica 00 Q0+00 II II o I I M +-�- AVE S I �� Q LAKE - _ I I LLG o � I 3 Bin PLAN 0 10 20 40 60 SCALE: 1"=20' -s — — — `' ----Ta-----TI----T-- ---/- /-T -- -T ---_ m REVISION / PLAN 0 10 20 40 60 SCALE: 1"=20' NOTICE 0 %2 1 IF THIS BAR DOES NOT MEASURE 1" THEN DRAWING IS NOT TO SCALE L I I I I ~ I I I I II I SEE SHEET R-10 FOR CONTINUATION FOR CONTINUATION SEE SHEET R-10 I 0 j 1 I I I� "19 1 I 1 2 3 T 1 -I I I0­1 -1 I ij 9� I' cln I' 1. nI al I 1. � 1. { I. I 1 . 1,,,.1 { oI III•I 1�I ILn.I I a-. I/ I I. n I 1`' 1.0 1 .1ce 1' 1 31 �I. IIQ- 1 I 1 I Iu 1 I 1 I 1 ► I I I I� I• I I I � � �I . •I 1 I I 'CD I. M1 ICI � I I I I 1 I 1 � I I• �� � I I I REMOVE AND REPLACE CURB RAMP, SEE SHT R-35 ,--SPIKE 111 _ SMITHERS AVE S 601 W. �•wS� C CONSTRUCTION NOTES: 1O CONSTRUCTION CL EQUALS R/W CL, SEE SURVEY CONTROL PLAN, SHT G-6 r�2 CURB AND GUTTER REPLACEMENT PER CITY STD DETAIL 101, 101.1, 102 AND 103, AT EXISTING AND PROPOSED CURB TIE-INS, MATCH THE CURB FACES AND EXISTING TOP OF CURB AND FLOWLINE ELEVATIONS, ADJUST LENGTH TO MATCH NEAREST EXPANSION JOINT 3O CEMENT CONCRETE SIDEWALK REPLACEMENT PER CITY STD DETAIL 102, ADJUST PANEL LENGTH AND WIDTH TO MATCH NEAREST FULL DEPTH EXPANSION JOINT O CEMENT CONCRETE DRIVEWAY ENTRANCE REPLACEMENT WITH 6" CSTC BASE, MATCH EXISTING PER CITY STD DETAIL 104, 104.2, 104.5, 105.5 AND/OR AS DIRECTED BY THE ENGINEER, ADJUST PANEL LENGTH TO MATCH NEAREST FULL DEPTH EXPANSION JOINT 5O CROSSWALK PER CITY STD DETAIL 127 6O STOP BAR PER CITY STD DETAIL 128 O CHANNELIZATION MARKERS AND/OR TRAFFIC ARROW PER CITY STD DETAIL 109 AND WSDOT STD PLANS M-3.40-04 AND M-24.40-02 LEGEND PERMANENT HMA PATCH PER CITY STD DETAIL 110.0, 110.1 AND DETAIL 2, SHEET R-40 ° °I CEMENT CONCRETE SIDEWALK OR DRIVEWAY F_ —1 SAWCUT GRIND & OVERLAY PER CITY STD DETAIL 110.0 AND 110.1 REMOVE AND REPLACE WITH 6" CSTC BASE AND 8" R-394964 ASPHALT PAVEMENT SHEET JJM RECORD RENTON DOWNTOWN LAKE AVE S & SMITHERS AVE S DESIGNED DRAWINGS BAW • UTILITY RESTORATION PLANS STA QO+00 TO AWN R- `9 DRAWN SEE NOTE ON murra sm� IMPROVEMENTS STA Q2+00 & STA R0+00 TO STA R2+00 R-30 CHECKED COVER SHEET PROJECT PROJECT NO.: 18-2251 1 SCALE: AS SHOWN DATE: January 2021 110 Of 121 0) Nt 00 M O LU U a� L0 7 J W N w v ry Q m 0 Q 0 Q 0 rn M N O N Ln N M i �1 70 a - I m U Ln N N i m a) a� V) Q U i N r� a a 0 a� Ln N N i 00 U L �I w so I STA C12+58, 54' LT END CURB AND GUTTER I BRAD=53.63' A=9°25'03" L=8.8 19 I RAD=32.82' A=5°01'41" rn L=2.9 ' N 71 BRAD=24.88' A=13'24' 11" '0 L=5.8 n I �� -RAD=16.83' A=17°21'43" L=5.1 RAD=19.62' A=16'11'53" L=5.5 RAD=29.74' A=13'4V12" L=7.1 n SHATTUCK AVE S AND S 3RD ST - NW CORNER PLAN SCALE: 1"=5' KEY NOTES OSAWCUT & REMOVE EXIST SIDEWALK CURB AND GUTTER TO NEAREST JOINT PAST MATCH LINE. OCONSTRUCT PERPENDICULAR CURB RAMPS PER WSDOT STD PLAN F-40.15-03 OFURNISH AND INSTALL RED DETECTABLE WARNING SURFACE PER WSDOT STD PLAN F-45.10-02 OCONSTRUCT CEMENT CONC CURB PER COR STD PLANS 101 AND 103. OCONSTRUCT CEMENT CONC SIDEWALK PER COR STD PLAN 102 OINSTALL HMA TO MATCH EXIST PAVEMENT THICK, SEE ROADSIDE DETAIL SHT R-40 OADJUST EXIST UTILITY BOX/VAULT/MH TO FINISHED GRADE, COORDINATE WITH CITY 4 WEEKS PRIOR TO CONSTRUCTION OADJUST EXIST UTILITY BOX/VAULT/MH TO FINISHED GRADE, BY OTHERS 9O PROTECT EXIST STREET LIGHT TO REMAIN. 10 PROTECT EXIST CABINET 11 PROTECT EXIST FENCE 13 PROTECT EXIST UTILITY VAULT/BOX 14 PROTECT EXIST PED PUSH BUTTON 19 REFER TO SD SHT SD-8 FOR STORM IMPROVEMENTS 20 REMOVE AND REINSTALL THERMAL PLASTIC CROSSWALK LINE PER COR STD PLAN 127 21 REMOVE AND REINSTALL THERMAL STOP BAR MARKING PER COR STD PLAN 128 NOTICE ARC RECORD 0 Y 1 DESIGNED DRAWINGS ARC DRAWN IF THIS BAR DOES SEE NOTE ON murraysmi 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 ■ i EL=31.45E MATCH EXIST TC=31.44 EXIST FL=31.01 EXIST EL=31.11E EL=31.68E I MATCH EXIST MATCH EXIST Ad v A a: ° ' \ TC=31.52 . o FL= 31.12 EL=31.74 TC=31.55 a d . /FL= 31.10 v,- w I_1 . I EL=31.68 EL=31.69E MATCH EXIST ° 4 a A EL=31.56 EL=31.36E ,MATCH EXIST TC=31.36 EXIST FL=30.91 EXIST EL=30.92E MATCH EXIST EL=30.95E MATCH EXIST TC=31.05 J I �FL=31.05 / EL=31.09 I EL=31.16E MATCH EXIST EL=31.09E MATCH EXIST EL=31.04 qD \\-TC=31.01 FL=31.01 TC=31.42 FL=30.97 I SHATTUCK AVE S AND S 3RD ST - NW CORNER GRADING SCALE: 1"=5' CURB RAMP LEGEND SLOPE AS SHOWN (MAX 2.0% FINISHED SURFACE SLOPE) -m- SLOPE AS SHOWN (MAX 8.3% FINISHED SURFACE SLOPE) Mool TRUNCATED DOME DETECTABLE WARNING SURFACE ® 1.5% MAX. SLOPE LANDING IN ALL DIRECTIONS RENTON DOWNTOWN • UTILITY � IMPROVEMENTS PROJECT r---, SAWCUT AND PAVEMENT PATCH LIMITS 2' MIN. FROM L__J FACE OF CURB OR GUTTER PAN TO MEET CROSS SLOPE REQUIREMENTS (SEE TYPICAL SIDEWALK RAMP REPLACEMENT SECTION DETAIL, SHT. R40) � CURB RAMP PAY LIMIT CURB RAMP DETAILS - 1 PROJECT NO.: 18-2251 I SCALE: AS SHOWN I DATE: January 2021 R-394965 SHEET R-31 111 of 121 It C7 CM LU U N L0 7 J W N w v ry Q m 0 Q 0 Q 0 rn M N O N Ln N N M i �1 70 a I m U u7 N N m a) a� V) 0 Q i N a� r� a a 0 a� Ln N N i 00 U L �I w i ■■ )=16.60' 21 ° 16'44" i.2 D=43.66' 6°36'24" 5.0 )=45.04' -7) i°39'50" .2 14.15' '09' 14" TER SHATTUCK AVE S AND S 3RD ST - SW CORNER PLAN SCALE: 1"=5' KEY NOTES OSAWCUT & REMOVE EXIST SIDEWALK CURB AND GUTTER TO NEAREST JOINT PAST MATCH LINE. OCONSTRUCT PERPENDICULAR CURB RAMPS PER WSDOT STD PLAN F-40.15-03 OFURNISH AND INSTALL RED DETECTABLE WARNING SURFACE PER WSDOT STD PLAN F-45.10-02 OCONSTRUCT CEMENT CONC CURB PER COR STD PLANS 101 AND 103. OCONSTRUCT CEMENT CONC SIDEWALK PER COR STD PLAN 102 OINSTALL HMA TO MATCH EXIST PAVEMENT THICK, SEE ROADSIDE DETAIL SHT R-40 OADJUST EXIST UTILITY BOX/VAULT/MH TO FINISHED GRADE, BY OTHERS I OLF K I I I I 12 PROTECT EXIST PEDESTRIAN SIGNAL POLE 13 PROTECT EXIST UTILITY VAULT/BOX 14 PROTECT EXIST PED PUSH BUTTON 19 REFER TO SD SHTS SD-8 FOR STORM IMPROVEMENTS NOTICE ARC RECORD 0 Y2 1 DESIGNED DRAWINGS ARC 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 k EL=30.87f MATCH EXIST EL=30.81f MATCH EXIST TC=30.87 EXIST FL=30.80 EXIST I .• 4 1�0 EL=31.48f av RIM EL=30.77 TC=31.32 FL=30.75 MATCH EXIST .2.0% �o EL=31.41f Ln o ° MATCH EXIST ° A A TC=31.46 EXIST 0 FL=31.46 EXIST EL=31.24 ° 4 1.5%' Ln 7.5% °°o 0 p-� oo°° oa A EL=31.43f 1.5% I b°Q o°p MATCH EXIST TC=31.42 A 0 FL=31.29 4 C6Ad zl P EL=31.22 o A ° ♦ Q oho A o 1.3% A Ad ' . EL=31.28f� MATCH EXIST EL=31.13f TC=31.30 EXIST MATCH EXIST FL=31.28 EXIST TC=31.12 EXIST FL=30.60 EXIST TC=31.18 FL=30.73 TC=30.70 ,--'- FL= l r-f EL=30.74f MATCH EXIST I I I I I EL=30.71± MATCH EXIST TC=30.67 - I FL=30.66 ��TC=31.13 / FL=30.63 �EL=30.69± MATCH EXIST EL=30.60f MATCH EXIST SHATTUCK AVE S AND S 3RD ST - SW CORNER GRADING SCALE: 1"=5' CURB RAMP LEGEND SLOPE AS SHOWN (MAX 2.0% FINISHED SURFACE SLOPE) -0- SLOPE AS SHOWN (MAX 8.3% FINISHED SURFACE SLOPE) F0701 TRUNCATED DOME DETECTABLE WARNING SURFACE ® 1.5% MAX. SLOPE LANDING IN ALL DIRECTIONS RENTON DOWNTOWN • UTILITY 'D IMPROVEMENTS PROJECT F--, SAWCUT AND PAVEMENT PATCH LIMITS 2' MIN. FROM L__J FACE OF CURB OR GUTTER PAN TO MEET CROSS SLOPE REQUIREMENTS (SEE TYPICAL SIDEWALK RAMP REPLACEMENT SECTION DETAIL, SHT. R-40) � CURB RAMP PAY LIMIT CURB RAMP DETAILS - 2 PROJECT NO.: 18-2251 I SCALE: AS SHOWN I DATE R-394966 SHEET R-32 January 2021 112 Of 121 C7 CM 0 LLJ U N v7 W N w v ry Q m 0 Q 0 Q O rn M N O N Ln N M M i �1 70 a- u u7 N N a) a� V) 0 U 1-11 a� r� a a 0 a� Ln N N i 00 U L �I w ■■ I I I I I I c� @G5.F K I RAD=1c A=41°0 L=11.2 I I I ■ RAD=20.76' A=13°50'08' I L=5.01--� I I I I RAD=21• A=14°0E L= 5.4 STA C12+91, END CURB A� qTO ('1')4-Qa '7(1' PT SHATTUCK AVE S AND S 3RD ST — SE CORNER PLAN SCALE: 1"=5' KEY NOTES OSAWCUT & REMOVE EXIST SIDEWALK CURB AND GUTTER TO NEAREST JOINT PAST MATCH LINE. OCONSTRUCT PERPENDICULAR CURB RAMPS PER WSDOT STD PLAN F-40.15-03 OFURNISH AND INSTALL RED DETECTABLE WARNING SURFACE PER WSDOT STD PLAN F-45.10-02 OCONSTRUCT CEMENT CONC CURB PER COR STD PLANS 101 AND 103. OCONSTRUCT CEMENT CONC SIDEWALK PER COR STD PLAN 102 OINSTALL HMA TO MATCH EXIST PAVEMENT THICK, SEE ROADSIDE DETAIL SHT R-40 OADJUST EXIST UTILITY BOX/VAULT/MH TO FINISHED GRADE, BY OTHERS 12 PROTECT EXIST PEDESTRIAN SIGNAL POLE 13 PROTECT EXIST UTILITY VAULT/BOX 14 PROTECT EXIST PED PUSH BUTTON 19 REFER TO SD SHT SD-8 FOR STORM IMPROVEMENTS 20 REMOVE AND REINSTALL THERMAL PLASTIC CROSSWALK LINE PER COR STD PLAN 127 22 PROTECT EXIST BUILDING NOTICE ARC RECORD 0 Y2 1 DESIGNED DRAWINGS ARC 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 I I I I c I I IRIM EL=30.8 I TC=31.28� oo FL=30.83 I TC=30.76 FL=30.76� EL=30.77—,,, EL=30.81±� MATCH EXIST I Ti-1. EL=30.76± MATCH EXIST EL=30.71 TC=30.70 FL=30.70 EL=30.76f_,,--"- MATCH EXIST EL=30.63E o MATCH EXIST I I I I I N 0 I EL=30.96E MATCH EXIST TC=31.3 EXIST FL=30.9 EXIST v EL=31.41E MATCH EXIST • \EL=31.40E . • o LI MATCH EXIST EL=31.44E c MATCH EXIST EL=31.54E 1.7°�° MATCH EXIST w EL=31.38E MATCH EXIST SHATTUCK AVE S AND S 3RD ST — SE CORNER GRADING SCALE: 1"=5' CURB RAMP LEGEND SLOPE AS SHOWN (MAX 2.0% FINISHED SURFACE SLOPE) —0- SLOPE AS SHOWN (MAX 8.3% FINISHED SURFACE SLOPE) F0701 TRUNCATED DOME DETECTABLE WARNING SURFACE ® 1.5% MAX. SLOPE LANDING IN ALL DIRECTIONS RENTON DOWNTOWN • UTILITY 'D IMPROVEMENTS PROJECT r'--, SAWCUT AND PAVEMENT PATCH LIMITS 2' MIN. FROM L__J FACE OF CURB OR GUTTER PAN TO MEET CROSS SLOPE REQUIREMENTS (SEE TYPICAL SIDEWALK RAMP REPLACEMENT SECTION DETAIL, SHT. R-40) � PAY LIMIT CURB RAMP DETAILS — 3 PROJECT NO.: 18-2251 I SCALE: AS SHOWN I DATE R-394967 SHEET R-33 113 Of 121 January 2021 U N L0 7 W N LU v ry Q m 0 Q 0 Q 0 M N O N Ln N rn I 70 I a Q �I m U Q Ln N N Ln a) a� V) Q i N a� r� a a 0 a� Ln N N i 00 U L �I w so STA C15+64, 22' LT BEGIN CURVE STA C15+46, 22' LT BEGIN CURB AND GUTTER STA C15+72, 52' LT END II CURB AND GUTTER I jj )in ng STA C15+72, 30' LT END CURVE i 7­7 WHITWORTHAVE SAND S3RDST- NW CO SCALE: 1"=5' L TC=32.83 FL=32.38 TC=32.82 FL=32.82 EL=32.97E MATCH EXIST TC=32.3 EXIST FL=32.2 EXIST EL=32.30E MATCH EXIST °,' 3.1% TC=32.7 N d ■ ° `EL=32.77 FL=32.2 JA 4% ° TC=32.83a EL-32.25 FL=32.30° TC=32.7 0 o FL=32.1 :°EL=32.19E d d MATCH EXIST o I M 0i RIM EL=32.1 Lo EL=33.02E MATCH EXIST TC=32.8 FL=32.8 �I 6.0%' yy Ct o 1 Un d a° EL=32.76E Ln 1.0% MATCH EXIST ° 6.0% ° EL=32.2 d' EL=32.30 0 EL=32.58 d �q EL=32.7, EL=32.30 0 TC=32.1 EXIST 11.3% 2. o ° d 6'4°i FL=32.1 EXIST EL=32.16E MATCH EXIST TC=32.29 EL=32.29E FL=32.29 MATCH EXIST TC=32.64 FL=32.15 EL=32.40E TC=32.70 MATCH EXIST FL=32.20 TC=32.34 FL=32.34 EL=32.44E MATCH EXIST TC=32.13 •� FL=32.13 �EL=32.16E MATCH EXIST EL=32.17E MATCH EXIST El ETC=32.16 FL=32.16 dd n RNER PLAN i WHITWORTH AVE S AND S 3RD ST - NW CORNER GRADING SCALE: 1"=5' KEY NOTES 19 REFER TO SD SHT SD-9 FOR STORM IMPROVEMENTS CURB RAMP LEGEND SLOPE AS SHOWN (MAX 2.0% FINISHED SURFACE SLOPE) --, SAWCUT AND PAVEMENT PATCH LIMITS 2' MIN. FROM O SAWCUT & REMOVE EXIST SIDEWALK CURB AND GUTTER TO NEAREST JOINT PAST MATCH LINE. 22 O REMOVE ABANDONED WATER METER L__J FACE OF CURB OR GUTTER PAN TO MEET CROSS SLOPE � SLOPE AS SHOWN (MAX 8.3% FINISHED SURFACE SLOPE) REQUIREMENTS (SEE TYPICAL SIDEWALK RAMP O2 CONSTRUCT COMBINATION CURB RAMPS PER THIS SHEET 23 INSTALL DECORATIVE PEDESTRIAN LUMINAIRE POLE PER COR REPLACEMENT SECTION DETAIL, SHT. R-40) STD PLAN 117.2, 117.3, 117.4, AND SHT R-41. LUMINARIE ARM oo TRUNCATED DOME DETECTABLE WARNING SURFACE O FURNISH AND INSTALL RED DETECTABLE WARNING SURFACE SHALL BE ORIENTED TOWARD ROADWAY. LUMINAIRE BASE PAY LIMIT PER WSDOT STD PLAN F-45.10-02 COVER SHALL BE AT LEAST 1.5 FEET CLEAR FROM FACE OF ® 1.5% MAX. SLOPE LANDING IN ALL DIRECTIONS O CONSTRUCT CEMENT CONC CURB PER COR STD PLANS 101 AND CURB. CENTER OF POLE SHALL BE LOCATED APPROX 2.5 FEET 103. FROM FACE OF CURB. ■ NEW S/W PANEL TO TRANSITION TO EXIST. S/W SLOPE O5 CONSTRUCT CEMENT CONC SIDEWALK PER COR STD PLAN 102 24 INSTALL STREET LIGHT JUNCTION -BOX PER COR STD PLAN 119 AND WIDTH, MAX. 2% CROSS SLOPE AT TOP OF RAMP. AND 120 TRANSITION CURB TO MATCH EXIST. O INSTALL HMA TO MATCH EXIST PAVEMENT THICK, SEE 25 REINSTALL EXIST SIGNS THAT WERE REMOVED FROM EXIST ROADSIDE DETAIL SHT R-40 LUMINAIRE POLE TO NEW METAL POST PER COR STD PLAN 129 O REMOVE AND ABANDON EXIST STREET LIGHT JUNCTION BOX. DO NOT ENTER SIGN SHALL FACE EAST. ONE WAY SIGN SHALL GENERAL NOTES COORDINATE WITH CITY 4 WEEKS PRIOR TO CONSTRUCTION. BE FACED NORTH. CLEARANCE FROM BOTTOM OF LOWEST SIGN 1. LUMINAIRE SHALL BE OUT OF SERVICE AS SHORT A TIME PERIOD AS POSSIBLE BEFORE THE NEW DECORATIVE PEDESTRIAN LUMINAIRE IS EXIST LUMINAIRE POLE AND SIGNS. COORDINATE TO PROPOSED GROUND LEVEL SHALL BE AT LEAST 7 FEET PER OPERATIONAL. OREMOVE 9 WITH CITY 4 WEEKS PRIOR TO CONSTRUCTION SALVAGE EXIST STD PLAN LIGHT FIXTURE AND DELIVER TO CITY MAINTENANCE FACILITY 26 REINSTALL EXIST STOP AND NO PARKING SIGN THAT WERE 2. LUMINAIRE POLE RELOCATION PLAN SHALL BE SUBMITTED TO THE CITY FOR REVIEWS AND APPROVAL WITH 4 WEEKS PRIOR TO ITS REMOVED FROM THE EXIST WOOD POST WITH NEW METAL RELOCATION. 11 PROTECT EXIST FENCE POST PER COR STD 129. EDGE OF SIGN SHALL BE APPROX 1.5 FEET CLEAR FROM FACE OF CURB. CLEARANCE FROM BOTTOM 13 PROTECT EXIST UTILITY VAULT/BOX OF LOWEST SIGN TO PROPOSED GROUND LEVEL SHALL BE AT LEAST 7 FEET PER STD PLAN. 15 PROTECT EXIST HYDRANT 27 CREATE SMOOTH TRANSITION BETWEEN CURB RAMPS AND 16 REMOVE EXIST STOP AND NO PARKING SIGN AND WOOD POST CURB RETURN 1 ENTIRE SHEET NOTICE ARC RECORD 0 Y2 1 DESIGNED DRAWINGS ARC DRAWN rra smi IF THIS BAR DOES SEE NOTE ON NOT MEASURE 1" TTT th THEN DRAWING IS CHECKED COVER SHEET ]tVPZ�1002 3JTNT f DJDla) EN0NS AND CLARIFICATIONS NOT TO SCALE NO. DATE BY REVISION i RENTON DOWNTOWN • UTILITY 'D IMPROVEMENTS PROJECT CURB RAMP DETAILS - 4 PROJECT NO.: 18-2251 I SCALE: AS SHOWN I DATE: January 2021 R-394968 SHEET R-34 114 of 121 U a� L0 7 W N LU Y ry Q m r) r) Q 0 M N O N Ln N Ln rn i �1 70 a ml U Ln N N a) a� V) Q U i N (p L d d O O Ln N N i 00 U L �I w i ■■ !J N RAD = 48.5-& A=4°47'00" L=4.1 STA C22+56, 23' RT BEGIN CURB AND GUTTER L 5 13 1 4.9' 5. 0' - 5.2' 3.7' *-- X 4 r 0 1 EL=35.63E MATCH EXIST TC=35.53 FL=35.52 m EL=35.63E STA C22+75, 22' RT MATCH EXIST TC=35.51 END CURB AND GUTTER EL=35.55E 1 MATCH EXIST EL=35.67E MATCH EXIST TC=35.57 - FL=35.56/ TC=36.07 `FL=35.57 EL=35.69E EXIST EL=35.61E -/MATCH Z-MATCH EXIST TC=36.0 EXIST 8.5%. o o TC=36.1 EXIST 9.5 /o FL=35.5 EXIST oa boo FL=35.6 EXIST71 °0-n o°'Ooo d EL=35.79 " EL=35.83 EL=36.11 O EL=36.14E C EL=36.02E o.8°ro cca ,L o d o MATCH EXIST MATCH EXIST ° r+� Ln • 0 o Ln °■ - TC=36.0 EXIST ' 3.1% 0.8a/o SMITHERS AVE S AND S 3RD ST - SE CORNER PLAN SCALE: 1"=5' KEY NOTES OSAWCUT & REMOVE EXIST SIDEWALK CURB AND GUTTER TO NEAREST JOINT PAST MATCH LINE. OCONSTRUCT PARALLEL CURB RAMP PER WSDOT STD PLAN F-40.12-03. OFURNISH AND INSTALL RED DETECTABLE WARNING SURFACE PER WSDOT STD PLAN F-45.10-02 OCONSTRUCT CEMENT CONC CURB PER COR STD PLANS 101 AND 103. OCONSTRUCT CEMENT CONC SIDEWALK PER COR STD PLAN 102 OINSTALL HMA TO MATCH EXIST PAVEMENT THICK, SEE ROADSIDE DETAIL SHT R-40 12 PROTECT EXIST SIGNAL POLE 13 PROTECT EXIST UTILITY VAULT/BOX 19 REFER TO SD SHT SD-10 FOR STORM IMPROVEMENTS 20 REMOVE AND REINSTALL THERMAL PLASTIC CROSSWALK LINE PER COR STD PLAN 127 NOTICE ARC RECORD 0 Y2 1 DESIGNED DRAWINGS ARC 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 FL=36.0 EXIST EL=36.00± - MATCH EXIST TC=36.06 FL=35.85 DEL=36.22E MATCH EXIST TC=36.12 TC=36.17 FL=35.89 FL=36.17 f 0 SMITHERS AVE S AND S 3RD ST - SE CORNER GRADING SCALE: 1"=5' CURB RAMP LEGEND SLOPE AS SHOWN (MAX 2.0% FINISHED SURFACE SLOPE) SLOPE AS SHOWN (MAX 8.3% FINISHED SURFACE SLOPE) F0701 TRUNCATED DOME DETECTABLE WARNING SURFACE ® 1.5% MAX. SLOPE LANDING IN ALL DIRECTIONS ■ NEW S/W PANEL TO TRANSITION TO EXIST. S/W SLOPE AND WIDTH, MAX. 2% CROSS SLOPE AT TOP OF RAMP. TRANSITION CURB TO MATCH EXIST. RENTON DOWNTOWN • UTILITY 'D IMPROVEMENTS PROJECT r'--, SAWCUT AND PAVEMENT PATCH LIMITS 2' MIN. FROM L__J FACE OF CURB OR GUTTER PAN TO MEET CROSS SLOPE REQUIREMENTS (SEE TYPICAL SIDEWALK RAMP REPLACEMENT SECTION DETAIL, SHT. R-40) PAY LIMIT CURB RAMP DETAILS - 5 PROJECT NO.: 18-2251 I SCALE: AS SHOWN I DATE R-394969 SHEET R-35 January 2021 115 Of 121 m co LU U N L0 7 W N LU v ry m 0 Q 0 Q 0 M N O N Ln N Q0 rn i �1 70 a I m U Ln N N m a) a� V) 0 U 1-11 a� r� a a 0 a� Ln N N i 00 U L �I w so )=54.72' 3°57'57" 3.8 28.34' / '49'31" .PIPE JP.PIPE Ll - / .J U .J 7 L=4.7 L=7.4 SHATTUCK AVE S AND S 3RD PL - NW CORNER PLAN SCALE: 1"=5' KEY NOTES OSAWCUT & REMOVE EXIST SIDEWALK CURB AND GUTTER TO NEAREST JOINT PAST MATCH LINE. OCONSTRUCT PARALLEL CURB RAMP PER WSDOT STD PLAN F-40.12-03 OFURNISH AND INSTALL RED DETECTABLE WARNING SURFACE PER WSDOT STD PLAN F-45.10-02 OCONSTRUCT CEMENT CONC CURB PER COR STD PLANS 101 AND 103. OCONSTRUCT CONC CEMENT SIDEWALK PER COR STD PLAN 102 OINSTALL HMA TO MATCH EXIST PAVEMENT THICK, SEE ROADSIDE DETAIL SHT R-40 17 REMOVE AND REINSTALL CEMENT PEDESTRIAN CURB PER COR STD PLAN 101 19 REFER TO SD SHT SD-16 FOR STORM IMPROVEMENTS 20 REMOVE AND REINSTALL THERMAL PLASTIC CROSSWALK LINE PER COR STD PLAN 127 NOTICE ARC RECORD 0 Y2 1 DESIGNED DRAWINGS ARC 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 TC=30.71 FL=30.41� TC=30.51 EXIST, c FL=30.51 EXIST LAA TC=30.23 EXIST FL=29.92 EXIST v I EL=29.93f MATCH EXIST EL=30.03f- MATCH EXIST TC=30.32 FL=29.87 TC=31.14 FL=29.87 y vn TC=30.45 :■ FL=30.45 TC=30 35 o \o 0 v co � oho rn TC = 31.14 FL=29.81 RIM EL-29.69 .n EL=30.05f MATCH EXIST EL=30.18f MATCH EXIST I FL=29.90 / so n TC=29.71 FL= 29.71 EL=29.73 EL=29.88f MATCH EXIST EL=29.87f MATCH EXIST \ 11.TOP.PIPE EL=29.78 \ H13.TOP.PIPE TC=29.77 \ FL=29.76 S SHATTUCK AVE AND S 3RD PL - NW CORNER GRADING SCALE: 1"=5' CURB RAMP LEGEND SLOPE AS SHOWN (MAX 2.0% FINISHED SURFACE SLOPE) � SLOPE AS SHOWN (MAX 8.3% FINISHED SURFACE SLOPE) 0o TRUNCATED DOME DETECTABLE WARNING SURFACE ® 1.5% MAX. SLOPE LANDING IN ALL DIRECTIONS ■ NEW S/W PANEL TO TRANSITION TO EXIST. S/W SLOPE AND WIDTH, MAX. 2% CROSS SLOPE AT TOP OF RAMP. TRANSITION CURB TO MATCH EXIST. RENTON DOWNTOWN • UTILITY 'D IMPROVEMENTS PROJECT r,--, SAWCUT AND PAVEMENT PATCH LIMITS 2' MIN. FROM L__J FACE OF CURB OR GUTTER PAN TO MEET CROSS SLOPE REQUIREMENTS (SEE TYPICAL SIDEWALK RAMP REPLACEMENT SECTION DETAIL, SHT. R-40) � PAY LIMIT CURB RAMP DETAILS - 6 TC=30.38 EXIST FL=30.02 EXIST rEL=30.4 f MATCH EXIST E14 PROJECT NO.: 18-2251 I SCALE: AS SHOWN I DATE: January 2021 R-394970 I SHEET R-36 116 of 121 C'7 LU U N L0 7 W N LU v ry m 0 Q 0 Q 0 M N O N Ln N r\ rn i �1 70 a ml U Ln N N a) a� V) 0 U i N r� a a 0 a� Ln N N i 00 U L �I w i ■■ C mij STA F9+56, 43' RT BEGIN CURB AND GUTTER KEY NOTES 15 LE RAD=111.42' A=1°24'31" L=2.7 EL=30.42E 6 RAD=20.25' MATCH EXIST — A=39°23'07" EL=30.06E — — RIM EL=29.71 4 \ 20 L=13.9 MATCH EXIST TC=29.72 r6 6 TC=30.47 EXIST \ FL=29.72 v: \ 19 FL=30.09 EXIST av: 4 • EL=29.74 9,?/ 0 ° \ 3 ° \DEL=29.86E 0 A d' � ° A d' \ MATCH EXIST v a• a s RAD=20.25' '. ° a' • a 1 •• � 'O- �=14°11'18" \ EL=29.91E v F TC=30.57 EXIST ;.so MATCH EXIST 2 1 L= 5.0 �o v 1 16 FL=30.57 EXIST 9 , •8 0 \ o 0 4 q TC=30.52 q ° 3 \\ v 20 0 3 EL=29.79 FL= 29.83 17 \\ �0 5 S �. TC=29.77 o, a A RAD=18.03' A A 1 FL=29.77 A=26°22'53" TC=30.50 . A ° N I L=8.3 - - FL=29.89Ad ° I A d 8 I 10� N v 16 v A;. 4 .. 18 A 4..* 1.7% -� TC=30.46 EXIST °—� �_EL=29.98E .91MATCH EXIST FL=30.46 EXIST 1 4 TC=30.33 EXIST _ 29.87± STA F9+78 22' RT FL=29.83 EXIST MATCH EXIST END CURB AND GUTTER lb SHATTUCK AVE S AND S 3RD PL - SW CORNER PLAN SCALE: 1"=5' \SAWCUT & REMOVE EXIST SIDEWALK CURB AND GUTTER TO NEAREST JOINT PAST MATCH LINE. \CONSTRUCT PARALLEL CURB RAMP PER WSDOT STD PLAN F-40.12-03. \ FURNISH AND INSTALL RED DETECTABLE WARNING SURFACE PER WSDOT STD PLAN F-45.10-02 \CONSTRUCT CEMENT CONC CURB PER COR STD PLANS 101 AND 103. \CONSTRUCT CEMENT CONC SIDEWALK PER COR STD PLAN 102 OINSTALL HMA TO MATCH EXIST PAVEMENT THICK, SEE ROADSIDE DETAIL SHT R-40 15 PROTECT EXIST HYDRANT 16 REMOVE AND REINSTALL EXIST SIGN TO NEW METAL POST PER COR STD PLAN 129 17 REMOVE EXIST AND REINSTALL CEMENT CONC PEDESTRIAN CURB PER COR STD PLAN 101 18 RELOCATE EXIST TRASH OUT OF PROPOSED RAMP 19 REFER TO SD SHT SD-16 FOR STORM IMPROVEMENTS 20 REMOVE AND REINSTALL THERMAL PLASTIC CROSSWALK LINE PER COR STD PLAN 127 NOTICE ARC RECORD 0 Y2 1 DESIGNED DRAWINGS ARC 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 SHATTUCK AVE S AND S 3RD PL - SW CORNER GRADING SCALE: 1"=5' CURB RAMP LEGEND SLOPE AS SHOWN (MAX 2.0% FINISHED SURFACE SLOPE) SLOPE AS SHOWN (MAX 8.3% FINISHED SURFACE SLOPE) F070TRUNCATED DOME DETECTABLE WARNING SURFACE ® 1.5% MAX. SLOPE LANDING IN ALL DIRECTIONS RENTON DOWNTOWN • UTILITY 'D IMPROVEMENTS PROJECT r'--, SAWCUT AND PAVEMENT PATCH LIMITS 2' MIN. FROM L__J FACE OF CURB OR GUTTER PAN TO MEET CROSS SLOPE REQUIREMENTS (SEE TYPICAL SIDEWALK RAMP REPLACEMENT SECTION DETAIL, SHT. R-40) PAY LIMIT CURB RAMP DETAILS - 7 PROJECT NO.: 18-2251 I SCALE: AS SHOWN I DATE R-394971 SHEET R-37 117 Of 121 January 2021 O7 It C) C'7 0 LU U a� V7 N LU Y ry Q m 0 a 0 Q O rn c'M N O N Ln N 00 M a ry I om ry D U Ln N N Ln a) a� v7 0 U N a) Ln r� a a c 0 4 c a) ry Ln N N i 00 V) U a) 0 L a �I w no STA F11+66, 19' LT BEGIN CURB AND GUTTER 4 I I RAD=26.62' A=22°56'14" I L=10.7 I o I \ I 20 I I c 3 RAD=19.42'- A=14°47'43" L=5.0 I �I rn n I I I I I RAD=20.53'- A=47° 18'03" L=17.0 X X X u STA F11+88, 43' LT END CURB AND GUTTER SHATTUCK AVE S AND S 4TH ST - NE CORNER PLAN SCALE: 1"=5' KEY NOTES OSAWCUT & REMOVE EXIST SIDEWALK CURB AND GUTTER TO NEAREST JOINT PAST MATCH LINE. OCONSTRUCT PARALLEL CURB RAMP PER WSDOT STD PLAN F-40.12-03 UFURNISH AND INSTALL RED DETECTABLE WARNING SURFACE PER WSDOT STD PLAN F-45.10-02 OCONSTRUCT CEMENT CONC CURB PER COR STD PLANS 101 AND 103. OCONSTRUCT CEMENT CONC SIDEWALK PER COR STD PLAN 102 OINSTALL HMA TO MATCH EXIST PAVEMENT THICK, SEE ROADSIDE DETAIL SHT R-40 OADJUST EXIST UTILITY BOX/VAULT/MH TO FINISHED GRADE, COORDINATE WITH CITY 4 WEEKS PRIOR TO CONSTRUCTION OEXIST UTILITY BOX TO BE REMOVED, BY OTHERS 11 PROTECT EXIST FENCE 13 PROTECT EXIST UTILITY VAULT/BOX 16 REMOVE AND REINSTALL EXIST SIGN WITH NEW METAL POST PER COR STD PLAN 129 17 REMOVE EXIST GRADE CURB 19 REFER TO SD SHT SD-17 FOR STORM IMPROVEMENTS 20 REMOVE AND REINSTALL THERMAL PLASTIC CROSSWALK LINE PER COR STD PLAN 127 NOTICE ARC RECORD 0 72 1 DESIGNED DRAWINGS ARC IF THIS BAR DOES DRAWN SEE NOTE ON NOT MEASURE 1" TTT murraysmi mt THEN DRAWING IS CHECKED COVER SHEET 1 10/26/2022 JJM RECORD DRAWING NOT TO SCALE NO. DATE BY REVISION EMA TC=29.76 EXIST FL=29.32 EXIST EL=29.33E MATCH EXIST EL=29.47E MATCH EXIST I I I II � I TC=29.27 (-FL=29.27 EL=29.28- EL=29.32E /'� MATCH EXIST_ \ EL=29.27f_> MATCH EXIST I EL=29.23 I TC=29.22 FL=29.22 RIM EL=29.19 c� I i X i X I X I X � u TC=29.84 EXIST FL=29.84 EXIST I TC=29.88 FL=29.37 TC=29.90 FL=29.32 TC=29.86 FL=29.86 • •v o 3 A o 0 N 0 Ad �N TC=29.75 7 FL=29.30 EL=29.98E MATCH EXIST TC=29 81 EXIST 4 FL=29.35 EXIST EL=29.40E MATCH EXIST EL=29.51E MATCH EXIST SHATTUCK AVE S AND S 4TH ST - NE CORNER GRADING SCALE: 1"=5' CURB RAMP LEGEND SLOPE AS SHOWN (MAX 2.0% FINISHED SURFACE SLOPE) SLOPE AS SHOWN (MAX 8.3% FINISHED SURFACE SLOPE) 0o TRUNCATED DOME DETECTABLE WARNING SURFACE ® 1.5% MAX. SLOPE LANDING IN ALL DIRECTIONS ■ NEW S/W PANEL TO TRANSITION TO EXIST. S/W SLOPE AND WIDTH, MAX. 2% CROSS SLOPE AT TOP OF RAMP. TRANSITION CURB TO MATCH EXIST. RENTON DOWNTOWN • UTILITY '9 IMPROVEMENTS PROJECT r--, SAWCUT AND PAVEMENT PATCH LIMITS 2' MIN. FROM L--J FACE OF CURB OR GUTTER PAN TO MEET CROSS SLOPE REQUIREMENTS (SEE TYPICAL SIDEWALK RAMP REPLACEMENT SECTION DETAIL, SHT. R-40) � PAY LI M IT CURB RAMP DETAILS - 8 PROJECT NO.: 18-2251 I SCALE: AS SHOWN I DATE R-394972 SHEET January 2021 118 of 121 U N L0 7 W N LU v ry m 0 Q 0 Q 0 rn M N O N Ln N rn i �1 70 r� a I m U Ln N N m a) a� V) Q i N r� a a 0 a� 1 Ln N N i 00 U L �I w ■■ I --16"WCI-—— X I X RAD=20.22' A=48°30' 10" L=17.1K � X c� END CURB AND GUTTER —--16"W CI-----16"W CI— RAD=55.01' A=6°56'22" \A-L=6.7 l --16"W CI-----16"W CI— STA F12+32, 46' LT BEGIN CURB AND GUTTER SHATTUCK AVE S AND S 4TH ST - SE CORNER PLAN SCALE: 1"=5' KEY NOTES OSAWCUT & REMOVE EXIST SIDEWALK CURB AND GUTTER TO NEAREST JOINT PAST MATCH LINE. OCONSTRUCT PARALLEL CURB RAMP PER WSDOT STD PLAN F-40.12-03. OFURNISH AND INSTALL RED DETECTABLE WARNING SURFACE PER WSDOT STD PLAN F-45.10-02 OCONSTRUCT CEMENT CONC SIDEWALK PER COR STD PLAN 102 OINSTALL HMA TO MATCH EXIST PAVEMENT THICK, SEE ROADSIDE DETAIL SHT R-40 OADJUST EXIST UTILITY BOX/VAULT/MH TO FINISHED GRADE, COORDINATE WITH CITY 4 WEEKS PRIOR TO CONSTRUCTION OADJUST EXIST UTILITY BOX/VAULT/MH TO FINISHED GRADE, BY OTHERS 9O PROTECT EXIST STREET LIGHT. 10 PROTECT EXIST CABINET 13 PROTECT EXIST UTILITY VAULT/BOX 17 REMOVE AND REINSTALL CEMENT CONCRETE PEDESTRIAN CURB PER COR STD PLAN 101 19 REFER TO SD SHT SD-17 FOR STORM IMPROVEMENTS 20 REMOVE AND REINSTALL THERMAL PLASTIC CROSSWALK LINE PER COR STD PLAN 127 NOTICE ARC RECORD 0 Y2 1 DESIGNED DRAWINGS ARC DRAWN rra smi 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 —-16"WCI——- C � VN - X X G r RIM EL=28.90 I X I X X m TC=28.92 FL=28.92 I EL=28.94 I EL=29.13E MATCH EXIST md EL=29.22E MATCH EXIST 6, EL=28.99 ETC=28 97 -—-16"W CI-----16"W CI-----16"W CI-----16"W CI— 1 : ' IAN, rMM o��►�ri��������. �4;�,0< ♦fir , • ��� • 1 9 FL=28.97 I ` I I I d a d I I N o Ln rn EL=29.22E MATCH EXIST dko 0.8% 4 EL=29.07E TC=29.5 EXIST MATCH EXIST FL=29.1 EXIST I I 1 L- L.J. V -/ TC=29.6 EXIST FL=29.6 EXIST EL=29.47E MATCH EXIST TC=29.56 FL=29.11 EL=29.35E MATCH EXIST 71/ TC=29.7 EXIST FL=29.2 EXIST SHATTUCK AVE S AND S 4TH ST - SE CORNER GRADING SCALE: 1"=5' CURB RAMP LEGEND SLOPE AS SHOWN (MAX 2.0% FINISHED SURFACE SLOPE) —0- SLOPE AS SHOWN (MAX 8.3% FINISHED SURFACE SLOPE) F0701 TRUNCATED DOME DETECTABLE WARNING SURFACE ® 1.5% MAX. SLOPE LANDING IN ALL DIRECTIONS ■ NEW S/W PANEL TO TRANSITION TO EXIST. S/W SLOPE AND WIDTH, MAX. 2% CROSS SLOPE AT TOP OF RAMP. TRANSITION CURB TO MATCH EXIST. RENTON DOWNTOWN • UTILITY 'D IMPROVEMENTS PROJECT r'--, SAWCUT AND PAVEMENT PATCH LIMITS 2' MIN. FROM L__J FACE OF CURB OR GUTTER PAN TO MEET CROSS SLOPE REQUIREMENTS (SEE TYPICAL SIDEWALK RAMP REPLACEMENT SECTION DETAIL, SHT. R-40) 1 PAY LIMIT CURB RAMP DETAILS - 9 PROJECT NO.: 18-2251 I SCALE: AS SHOWN I DATE R-394973 SHEET R-39 January 2021 119 Of 121 O7 co O 0 LU U N 7 J W N ry W V Q m 0 Q 0 Q 0 rn M N 0 N Ln N 0 0) 70 v7 a Q m I U u7 N N i m a a� 0 Q U i N r� a 0 a� w Ln N N i co U a) 0 L �I w SAW CUT HMA CL %2" PG 64-22. MATCH EXIST THICKNESS NOTES: DEPRESSED CURB PER COR STD PLAN 101 CURB EXPOSURE = 0" 24", MIN COUNTER SLP 5% MAX 6" CSTC TRUNCATED DOME DETECTABLE WARNING SURFACE, 2'SEE NOTE 2 La 1. TOOLED JOINTS ARE REQUIRED AT ALL SIDEWALK RAMP SLOPE BREAK LINES. CONSTRUCT CEMENT CONC PEDESTRIAN CURB PER COR PLAN 101, WHERE SHOWN 01 0 4" CSTC SLP VARIES, SEE DETAILS 4" CONC S/W 2. THE DETECTABLE WARNING SURFACE (DWS) SHALL BE PLACED AT BACK OF CURB WITH THE TWO LEADING CORNERS OF THE DWS PANEL PLACED ADJACENT TO THE BACK OF THE CURB, AND WITH NO MORE THAN A 2 INCH GAP BETWEEN THE DWS AND THE BACK OF THE CURB MEASURED AT THE CENTER OF THE DWS PANEL. EXCEPTION: IF THE MANUFACTURE OF THE SELECTED DWS REQUIRES A CONCRETE BORDER AROUND THE DWS, A VARIANCE OF UP TO 2 INCHES FROM THE BACK OF CURB IS PERMITTED (MEASURE AT THE LEADIND CORNERS OFF THE DWS PANEL) TYPICAL SIDEWALK RAMP REPLACEMENT SECTION SCALE: NTS CTnr-XA/Al V DAMD nl(1Tr-C- 1. CONTRACTOR SHALL BE RESPONSIBLE FOR MEETING ALL AMERICANS WITH DISABILITIES (ADA) REQUIREMENTS AS DEFINED BY THE PUBLIC RIGHTS -OF -WAY ACCESSIBILITY GUIDELINES (PROWAG). SHOULD ANY ERROR OR INCONSISTENCY EXIST, THE CONTRACTOR SHALL NOT PROCEED WITH THE WORK AFFECTED UNTIL REPORTED TO THE ENGINEER FOR CLARIFICATION OR CORRECTION. 2. REFERENCE CITY OF RENTON STANDARD PLAN 101.0, 101.1, 102.0, AND 103.0. SEE WSDOT STD PLAN F-40.12-03, F-40.14-03, F-40.15.03, AND F-45.10-02. FOR ADDITIONAL INFORMATION. 3. ALL SURVEY AND STAKING NECESSARY FOR CONSTRUCTION SHALL BE PROVIDED BY THE CONTRACTOR. COMPLETE ALL SURVEY STAKING AS NEEDED USING INFORMATION CONTAINED IN THE PLANS AND ADJUSTED AS NECESSARY TO MEET ADA REQUIREMENTS. ADDITIONAL INFORMATION OR CLARIFICATION BY THE ENGINEER MAY BE AVAILABLE UPON REQUEST. SURVEYED FIELD LAYOUT SHALL BE REVIEWED BY THE CITY AND ENGINEER PRIOR TO CONCRETE PLACEMENT. 4. THE MAXIMUM CLOSURE TIME FOR ANY SINGLE CORNER SHALL BE ONE WEEK. SUBMIT TRAFFIC CONTROL PLAN AND PEDESTRIAN DETOUR PLAN FOR RAMP CLOSURES. PLAN SHALL INCLUDE BUT IS NOT LIMITED TO WORK AREA PROTECTION, SIDEWALK CLOSURES AND DETOURS. 5. COORDINATE UTILITY RELOCATIONS AND/OR ADJUSTMENTS AS NEEDED. SEE SPECIFICATIONS FOR UTILITY CONTACT INFORMATION. 6. REPLACE CURBS, SIDEWALKS, AND/OR DRIVEWAY APRONS THAT ARE DAMAGED AS A RESULT OF CONSTRUCTION OPERATIONS. REPLACE FULL SECTIONS TO THE NEAREST EXISTING CONSTRUCTION JOINT. REPLACEMENT WILL BE CONSIDERED INCIDENTAL TO THE WORK. 7. PROTECT FRESHLY POURED CONCRETE FROM VANDALISM OR OTHER DAMAGE FOR A MINIMUM OF TWENTY-FOUR (24) HOURS OR UNTIL CURED ENOUGH TO SUPPORT TYPICAL USE, WHICHEVER IS LONGER. ANY CONCRETE DAMAGED BY VANDALISM OR OTHER CAUSES SHALL BE REPLACED AT NO COST TO THE COUNTY. 8. ALL AREAS DISTURBED THROUGH THE CONSTRUCTION OF THE SIDEWALK RAMPS SHALL BE RETURNED TO THEIR ORIGINAL CONDITION PRIOR TO PROJECT COMPLETION. THIS INCLUDES, BUT IS NOT LIMITED TO, LANDSCAPE RESTORATION AROUND NEW RAMPS. LANDSCAPE RESTORATION WILL BE CONSIDERED INCIDENTAL TO THE WORK. 9. CONTRACTOR SHALL TAKE EXTRA CARE TO AVOID DAMAGING ANY IRRIGATION, WIRING, OR OTHER FACILITIES IN THE AREA TO THE NEW RAMP. ANY FACILITIES ENCOUNTERED SHALL BE RELOCATED BY THE CONTRACTOR WITHOUT DAMAGE TO AN APPROPRIATE LOCATION OUTSIDE THE RAMP/WALK AREA AT NO ADDITIONAL COST TO THE CITY. NOTICE ARC RECORD 0 Y2 1 DESIGNED DRAWINGS ARC DRAWN rra smi IF THIS BAR DOES NOT MEASURE 1" TTT SEE NOTE ON th THEN DRAWING IS CHECKED COVER SHEET 1 10/26/2022 JJM RECORD DRAWING NOT TO SCALE NO. DATE BY REVISION ASPHALT ONLY ROAD SECTION RESTORATION 1.5% -2% OR AS DIRECTED BY ENGINEER 2" OVERLAY EXIST ASPHALT J W Q '--' a Q cn > Q = Ua w w 8 PERMANENT ASPHALT PATCH ADDITIONAL CSTC_zzz DEPTH VARIES UNDISTURBED NATIVE SOIL MIN 6" CSTC TRENCH BACKFILL PER DETAIL 3, THIS SHT NOTES: 1' MIN X 1' MIN MULTIPLE MATERIAL ROAD SECTION RESTORATION ° 1.5%-2% OR AS DIRECTED BY ENGINEER 2" OVERLAY EXIST ASPHALT EXIST CONC OR BRICK PERMANENT ASPHALT TO MATCH THICKNESS OF EXIST ROAD SECTION, 8" MIN UNDISTURBED NATIVE SOIL MIN 6" CSTC 1. TOOLED JOINTS ARE REQUIRED AT ALL SIDEWALK RAMP SLOPE BREAK LINES. TYPICAL ROADWAY RESTORATION SECTION SCALE : NTS CRUSHED SURFACING TOP COURSE PER WSDOT STD SPEC 9-03.9(3), BANK RUN GRAVEL FOR TRENCH BACKFILL PER WSDOT STD SPEC 9-03.19 OR GRAVEL BORROW PER WSDOT STD SPEC 9-03.14(1), COMPACTED TO 95% OF MAXIMUM DENSITY i BENCH AS NEEDED FOR SHORING SYSTEM GRAVEL BACKFILL FOR PIPE ZONE BEDDING PER WSDOT STD SPEC 9-03.12(3) PIPE FOUNDATION STABILIZATION, IF REQUIRED SHALL BE 12"-24" CSBC AS DIRECTED BY THE ENGINEER WITH GEOTEXTILE WRAP W/18" OVERLAP / . _. 611 Y U_ J � W m� _C)�� (nO� az= �Qa X U w z 0 �vV � v �i 00 0IF REQUIRED BY THE ENGINEER, MIX DRY OnOOO CEMENT INTO SUBGRADE, PAYMENT BY MINOR CHANGES TRENCH WIDTH PER SPECIAL PROVISION SECTION 7-08.3 COMPACTED SUBGRADE TYPICAL TRENCH, BEDDING AND BACKFILL SECTIO SCALE: NTS RENTON DOWNTOWN • UTILITY 'D IMPROVEMENTS PROJECT RESOTORATION AND TRENCH DETAILS PROJECT NO.: 18-2251 I SCALE: AS SHOWN I DATE R-394974 SHEET January 2021 120 Of 121 C� co i 0 w U N (n J M 4 N C� Lu Y Q Q Ln Ln 66 M N O N N 0) / N O z N L L U x x X x X x J 0) 4- L L a J U L J L > U x O m c 0 c N 0 U 0 M M M / U N 0 L al O N P. STRUCTURAL NOTES (THESE NOTES ARE TYPICAL UNLESS NOTED OR DETAILED OTHERWISE ON DRAWINGS) CODE ALL MATERIALS, WORKMANSHIP, DESIGN, AND CONSTRUCTION SHALL CONFORM TO THE DRAWINGS, SPECIFICATIONS, AND THE INTERNATIONAL BUILDING CODE (IBC), 2015 EDITION. SPECIFICATIONS AND STANDARDS WHERE REFERENCED ON THE DRAWINGS ARE TO BE THE LATEST EDITION. DESIGN LOADS DEAD LOADS: LIGHT POLE 300 LBS (INCLUDES LUMINAIRE, POLE, SIGN AND FLOWER POTS) EARTHQUAKE LOADS: EQUIVALENT LATERAL FORCE PROCEDURE PER ASCE 7-10 SECTION 12.8. SITE CLASS (ASSUMED) D SHORT PERIOD SPECTRAL RESPONSE ACCEL (SS) 1.440 ONE SECOND SPECTRAL RESPONSE ACCEL (Si) 0.538 SHORT PERIOD DESIGN SPECTRAL RESPONSE ACCEL (SDS) 0.960 ONE SECOND DESIGN SPECTRAL RESPONSE ACCEL (SDI) 0.538 RISK CATEGORY II SEISMIC IMPORTANCE FACTOR 00 1.0 SEISMIC DESIGN CATEGORY D BASIC SEISMIC FORCE -RESISTING -SYSTEM POLE RESPONSE MODIFICATION FACTOR, (R) 1.0 REDUNDANCY FACTOR (p) 1.0 SEISMIC RESPONSE COEFFICIENT (CS) 0.768 W = TOTAL SEISMIC DEAD LOAD AS DEFINED PER ASCE 7-10 SECTION 12.7.2. WIND LOADS: BASIC WIND SPEED (3 SECOND GUST) 110 MPH EXPOSURE B KZT 1.0 SUBMITTAL ITEMS SHOP DRAWINGS FOR THE FOLLOWING ITEMS SHALL BE SUBMITTED TO THE ENGINEER FOR REVIEW PRIOR TO FABRICATION: 1. LIGHT POLE REINFORCING STEEL REINFORCING STEEL SHALL BE DEFORMED BILLET STEEL CONFORMING TO ASTM A615, AND SHALL BE GRADE 60 (Fy = 60,000 PSI), UNLESS NOTED OTHERWISE. GRADE 60 REINFORCING BARS INDICATED ON DRAWINGS TO BE WELDED SHALL CONFORM TO ASTM A706. REINFORCING COMPLYING WITH ASTM A615 MAY BE WELDED IF MATERIAL PROPERTY REPORTS INDICATING CONFORMANCE WITH WELDING PROCEDURES SPECIFIED IN AWS D1.4 ARE SUBMITTED. REINFORCING STEEL SHALL BE DETAILED INCLUDING HOOKS AND BENDS IN ACCORDANCE WITH SP-66 AND ACI 318R, LATEST EDITIONS. UNLESS OTHERWISE NOTED, REINFORCING SPLICE LENGTHS AND DEVELOPMENT LENGTHS SHALL BE PER SCHEDULE. REINFORCING SHALL BE PLACED AND ADEQUATELY SUPPORTED PRIOR TO PLACING CONCRETE. WET -SETTING EMBEDDED ITEMS IS NOT ALLOWED WITHOUT PRIOR ENGINEER APPROVAL. BARS PARTIALLY EMBEDDED IN HARDENED CONCRETE SHALL NOT BE FIELD BENT UNLESS SO DETAILED OR APPROVED BY THE STRUCTURAL ENGINEER. REFER TO CHAPTER 7 OF ACI 318 FOR OTHER REINFORCING STEEL REQUIREMENTS. MINIMUM LAPS AND EMBEDMENT UNLESS OTHERWISE NOTED, REINFORCING SPLICE LENGTHS AND DEVELOPMENT LENGTHS SHALL BE AS TABULATED BELOW: f c = 3000 PSI DEVELOPMENT LENGTH LAP SPLICE BAR TENSION COMPRESSION TENSION COMPRESSION SIZE TOP BARS OTHER BARS ALL BARS TOP BARS OTHER BARS ALL BARS #3 22 17 9 28 22 12 #4 29 22 11 37 29 15 #5 36 28 14 47 36 19 #6 43 33 17 56 43 23 #7 63 48 20 81 63 27 #8 72 55 22 93 72 30 NOTE: 1. ALL LENGTHS ARE IN INCHES. 2. ALL LAP SPLICES ARE CLASS B. 3. "TOP BARS" ARE HORIZONTAL REINFORCEMENT PLACED SUCH THAT MORE THAN 12 INCHES OF CONCRETE IS CAST IN THE MEMBER BELOW THE BAR. SHOP DRAWINGS SHALL BE REVIEWED, REVISED AS REQUIRED FOR FIELD CONDITIONS, AND DATE STAMPED BY THE CONTRACTOR PRIOR TO REVIEW BY THE ENGINEER. ALLOW TWO WEEKS FOR SHOP DRAWING APPROVAL BY CONCRETE COVER ON REINFORCING ENGINEER. CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH: 3" ENGINEER'S SHOP DRAWING REVIEW IS FOR GENERAL CONFORMANCE WITH THE DESIGN CONCEPT AND CONTRACT DOCUMENTS. MARKINGS OR COMMENTS SHALL NOT BE CONSTRUED AS RELIEVING THE CONTRACTOR FROM COMPLIANCE WITH THE PROJECT PLANS AND SPECIFICATIONS. THE CONTRACTOR REMAINS RESPONSIBLE FOR DETAILS AND ACCURACY, FOR CONFORMING AND CORRELATING ALL QUANTITIES AND DIMENSIONS, FOR SELECTING FABRICATION PROCESSES, FOR TECHNIQUES OF ASSEMBLY, AND FOR PERFORMING THE WORK IN A SAFE MANNER. ENGINEER'S SHOP DRAWING REVIEW OF STRUCTURAL COMPONENTS DESIGNED BY OTHERS IS FOR LOADS IMPOSED ON THE BASIC STRUCTURE. THE COMPONENT DESIGNER IS RESPONSIBLE FOR CODE CONFORMANCE AND ALL CONNECTIONS TO THE BASIC STRUCTURE. CONCRETE ALL CONCRETE SHALL BE MIXED, PROPORTIONED, CONVEYED, AND PLACED IN ACCORDANCE WITH CHAPTER 26 OF ACI 318 AND THE AMERICAN CONCRETE INSTITUTE'S SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS (ACI 301). ALL CONCRETE SHALL BE STONE -AGGREGATE CONCRETE HAVING A UNIT WEIGHT OF APPROXIMATELY 150 POUNDS PER CUBIC FOOT. CONCRETE STRENGTHS AT 28 DAYS (Pc) AND MIX CRITERIA SHALL BE AS FOLLOWS: MAXIMUM MIN CEMENT TYPE OF CONSTRUCTION f'c* WATER/CEMENT CONTENT PER CUBIC MAXIMUM SHRINKAGE STRAIN RATIO YARD FOOTINGS 3000 PSI 0.55 5 1/2 SACK N/A THE MINIMUM AMOUNT OF CEMENT LISTED ABOVE MAY BE CHANGED IF A CONCRETE PERFORMANCE MIX IS SUBMITTED TO THE ENGINEER AND THE BUILDING DEPARTMENT FOR APPROVAL TWO WEEKS PRIOR TO PLACING ANY CONCRETE. THE PERFORMANCE MIX SHALL INCLUDE THE AMOUNTS OF CEMENT, FINE AND COARSE AGGREGATE, WATER, AND ADMIXTURES AS WELL AS THE WATER -CEMENT RATIO, SLUMP, CONCRETE YIELD, AND SUBSTANTIATING STRENGTH DATA IN ACCORDANCE WITH CHAPTER 26 OF ACI 318. ALL CONCRETE EXPOSED TO WEATHER OR TO FREEZING TEMPERATURES SHALL BE AIR -ENTRAINED IN ACCORDANCE WITH ACI 318 TABLE 19.3.3.1 FOR MODERATE EXPOSURE CLASS F1. *PROVIDE Pc SPECIFIED IN TABLE FOR DURABILITY REQUIREMENTS. 2500 PSI CONCRETE MEETS STRENGTH REQUIREMENTS, THEREFORE SPECIAL INSPECTION IS NOT REQUIRED. O 6 ENGINES RING 250 4TH AVE. S., SUITE 200 EDMONDS, WASHINGTON 98020 PHONE (425) 778-8500 FAX (425) 778-5536 #5 VERT BARS #4 TIES .... dT POLE BY E PLATE AND =FENER PLATES BY dT POLE MFR CONCRETE EXPOSED TO EARTH AND WEATHER: #6 BARS AND LARGER 2" I I FINISHED I I SIDEWALK GRADE #5 BARS AND SMALLER 1 1/2" JL_ _j ��z CONCRETE NOT EXPOSED TO EARTH OR WEATHER: SLABS, WALLS AND JOISTS 3/4" COLUMN TIES OR SPIRALS AND BEAM STIRRUPS 1 1/2" GENERAL STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH ARCHITECTURAL, CIVIL, ELECTRICAL, AND MECHANICAL DRAWINGS FOR BIDDING AND CONSTRUCTION. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS FOR COMPATIBILITY BEFORE PROCEEDING. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT BEFORE PROCEEDING. CONTRACTOR TO SEE ARCHITECTURAL, CIVIL, ELECTRICAL AND MECHANICAL DRAWINGS FOR SIZE AND LOCATION OF PIPE, VENT, DUCT AND OTHER OPENINGS AND DETAILS NOT SHOWN ON THESE DRAWINGS. CONTRACTOR SHALL BE RESPONSIBLE FOR ERECTION STABILITY AND TEMPORARY SHORING AS NECESSARY UNTIL PERMANENT SUPPORT AND STIFFENING ARE INSTALLED. CONTRACTOR -INITIATED CHANGES SHALL BE SUBMITTED IN WRITING TO THE ARCHITECT AND STRUCTURAL ENGINEER FOR APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION. CHANGES SHOWN ON SHOP DRAWINGS ONLY WILL NOT SATISFY THIS REQUIREMENT. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS ARE NOT SPECIFICALLY INDICATED BUT ARE OF A SIMILAR CHARACTER TO DETAILS SHOWN, SIMILAR DETAILS OF CONSTRUCTION SHALL BE USED, SUBJECT TO REVIEW AND APPROVAL BY THE ARCHITECT AND THE STRUCTURAL ENGINEER. NOTICE BTJ D E C O n D 0 3/2 1 DESIGNED IJ l] DRAWN � DD IF THIS BAR DOES NOT MEASURE 1" JGG SEE OUCH DIM DRAWING 1 09/21/23 JGG RECORD DRAWINGS THEN NOT TO SCA EIS CHECKED COVER V SHEFU NO. DATE BY REVISION murra,!Iismirth i RENTON DOWNTOWN � UTILITY IMPROVEMENTS PROJECT c u^ LIGHT POLE FOUNDATION SECTION SCALE: 1" = V-0" CTRICAL CONDUIT ORDINATE W/ LIGHT E MFR) 1"0 GALV THREADED )S W/ 18" BEDMENT INTO )TING _/2" x V-0"O ROUND TE W/ DOUBLE NUTS D WASHERS :IRCULAR > @ 12" OC 45 VERTICAL BARS NLY SPACED RECORD DRAWING THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED ON CONSTRUCTION RECORDS AND AS -BUILT INFORMATION PROVIDED BY OTHERS. CG ENGINEERING HAS NOT VERIFIED THE ACCURACY AND/OR COMPLETENESS OF THIS INFORMATION. LUMINAIRE FOUNDATION PROJECT NO.: 18-2251 I SCALE: AS SHOWN I DATE: SEPTEMBER 2023 R-394975 SHEET R-41 121 of 121 L