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Home My WebLink AboutFAC25-0008 - AS BUILT PLANSTRUNK REHABILITATION PACKAGE 1 OF 2 PERMIT REVIEW ISSUE RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS. INSPECTOR: -�-� Amp W21Mo DEV. REVIEW ENG.:� DATE: 9/2112U26 Kj I Kennedy Jenks Osborn Consulting www.osbornconsulting.com LOCATION CODE: CV531 PROJECT NUMBER: 1139097 AUGUST 2025 REVISED CITY OF AUBURN APPROVALS THIS PLAN SET FOR PROJECT FAC25-0008. SHEETS 1 TO 38 ARE APPROVED FOR CONSTRUCTION BY: JACOB SWEETING, P.E., CITY ENGINEER: DATE: 04/30/2026 SHANNON HOWARD, P.E., DEV. REwnnu cnir_ini==R: _ _DATE: 4/30/2026 DINAH REED, SENIOR PLANNER: DATE: 0413019096 AS -BUILT LQ KING COUNTY Department of Natural Resources and Parks Wastewater Treatment Division )� .f;� ( /!, ! §f; ;!!� § ;f� (\\� \ k )� _!§: ( {§� )� . {;� ( /!; �)/� §);; | ;§; § { \; [!2� ( {§� A F A G A H wI W0 C 5 a m I g Y O u r d E �q �ar O m0 o g o rdr�<2 Q>7M Q as oog w � o w W Y Q DOw M 0Q_x B A C o A L GENERAL REFERENCING SYMBOLS DETAIL / SECTION / ELEVATION TITLE SYMBOLS TYPICAL SECTION AND DETAIL REFERENCING GENERAL REFERENCE INFORMATION SECTION CUT SYMBOL 1. FOR FACILITY TYPE, LOCATION CODE, LOCATION DESCRIPTION, SEE KING COUNTY WTD CAD �� DESIGN STANDARDS MANUAL, APPENDIX D - LOCATION CODE LIST. ELEVATION LETTER IDENTIFIER DESCRIPTIVE SUBTITLE DESCRIPTIVE SUBTITLE DETAIL SYMBOL A ELEVATION A SECTION A SCALE: 1" = 1'-01, A2001 SCALE: 1/4" = V-0" 5300 DRAWING ON WHICH XXXXX XXXXX PHOTO SYMBOL ELEVATION APPEARS, vtyyy OR: " --" IF SHOWN ON v SAME SHEET ELEVATION SYMBOL I /Xxx-x AREA SHOWN IN PARTIAL PLAN PHOTOGRAPH �\ L J (RECTANGLE) NUMBER IDENTIFIER DESCRIPTIVE SUBTITLE DESCRIPTIVE SUBTITLE �/ _ 1 PHOTO 1 DETAIL 1 ^ SCALE: NONE C400 SCALE: 3" = 1'-0" 5400 1 AREA SHOWN IN DETAIL (CIRCLE) DRAWING ON WHICHXXXXX XXXXX PHOTOAPPEARS, OR:"—" IF SHOWN _ 1 ON SAME SHEET XXXX-XXX I STANDARD DETAIL AREA TEXT STYLES AND TYPES REFERENCE SYMBOLS MISCELLANEOUS SYMBOLS SECTION CUTS: VIEW TITLE CROSS REFERENCING: STANDARD DETAIL BLOCK PIPE BREAK INDICATORS BREAKLINES GENERAL TEXT SUB TITLE TEXT GENERAL TEXT MULTI -LEADER DESCRIPTION SE XXXX-XXX SINGLE LINE PIPE BREAK j DOUBLE LINE PIPE BREAK MAIN TITLE TEXT SCAET;ON 1 u s 001 GENERAL TEXT MULTI -LEADER ELEVATIONS: ASSET TAG SLOPE REVISION INDICATOR ASSET TITLE SINGLE DIRECTION AND REVISION CLOUD B X UNREFERENCED CALLOUT. A123456 2 % NOTES: GENERAL TEXT MULTI -LEADER DESCRIPTION DETAILS: ROOM NUMBER IDENTIFIER SLOPE (OR SPAN) 1. FIRST NOTE PLAN or SITE PLAN ROOM DOUBLE DIRECTION 2. SECOND NOTE r_ SCALE: 1:20 101 CONDUIT LEADER X XXXXX \� LOGO FOR SITE PLANS — PLANS REQUIRING MATCHLINE INDICATOR WATER SURFACE INDICATOR UNDERGROUND WORK PHOTO VIEWS: NORTH INDICATING ARROW: GENERAL NOTES: PIPE LEADER x 2 (WITH OPTIONAL PLANT NORTH) MATCHLINE STA XX+XX -SEE DWG XXXXX 1. FIRST NOTE XXXXX DESCRIPTION o s+ ELEVATION AT 2. SECOND NOTE ASSET LEADER AXXXXXX i w REFERENCE GRID LINES PROFILE AND SECTION CUTS Know what's IJBIOW, a A Call before you dig. L. , �E,XXXXX _ DESCRIPTION KEY NOTES: KEY NOTE MULTI -LEADER \n^ — \`� O FIRST NOTE SCALE BARS: OSECOND NOTE PROJECT REF: FAC28-0008 1 1/2 0 1 2 20 10 0 20 40 THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S REQUIREMENTS. SCALE IN FEET SCALE IN FEET , ARCHITECTURAL CIVIL DEV. REVIEW ENGINEER: 08/19/2025 DATE APPROVED: Ki Kennedy Jenks %ARj�d,. DESIGNEDIDRAWN: GYANOS s AS NOTED DEPARTMENT OF NATURAL RESOURCES & PARKS TREATMENT DIVISION WASTEWATER STREET MSTREET DATE: 025 AT PERMIT ISSUE DESIGN ENGINEER: B FUENTES WORK ORDER: PROJECT DWG NO: DWG G 0003 g �JK ,7 " TRUNK REHABILITATION to contain This document venform tion for the sufficient relevant information far the applicable Permit Review submittal and approval process. Osborn ��,�,L{/a-py�j�1,VI �I ot�A' Kina COun't r Y GENERAL SYMBOLS AND REFERENCING PROJECT ENGINEER: M ACEVEDO PROJECT NO: 1139097 ELMS Doc No. LOCATION CODE: CONTRACT NO: www.osbomconsulting.com AUGUST 2025 AL ��VjV• CV531 KC000922 SHT NOITGTAL # p RE�NGConsulting . U NO REVISION DESCRIPTION BY APVD DATE III F G V H A B V C V D T E ABBREVIATIONS 3 m NI g Y (1 rM0 EJ=OO �arJO m0 gE r n `2 U V'm a o og� w �o �3 a'ow m unx # POUND, NUMBER BV BALL VALVE ON DOWN GLB GLULAM BEAM LF LINEAR FEET ON OPPOSITE HAND, OVERHEAD REINF REINFORC(-E, -ED, -ING,-EMENT) TEFC TOTALLY ENCLOSED FAN COOLED @ AT BVC BEGINNING OF VERTICAL CURVE DO DISSOLVED OXYGEN, DISCRETE OUTPUT GILL GLASS LINED LG LONG OIT OPERATOR INTERFACE TERMINAL REAL RELATIVE TEL TELEPHONE LESS THAN C CURVE,CONDUCTOR,CONTACT DPDT DOUBLE POLE, DOUBLE THROW GLV GLOBE VALVE LH LEFT HAND OL THERMAL OVERLOAD RELAY READ REQUIRED TEMP TEMPERATURE, TEMPORARY GREATERTHAN C/C CENTER -TO -CENTER DPST DOUBLE POLE, SINGLE THROW GND GROUND LIP LIP OF GUTTER OPNG(S) OPENING(-S) REQT REQUIREMENT TESC TEMPORARY EROSION AND SEDIMENT CONTRC A DEFLECTION C/S CONSTANT SPEED DR DOOR, DRAIN, DRYER GPD GALLONS PER DAY LIQ LIQUID OPP OPPOSITE RESIL RESILIENT TMPTNK TEMPERING TANK L ANGLE CAB CABINET DRG DOUBLE RUBBER GASKET JOINT GPH GALLONS PER HOUR LL LIVE LOAD ORIG ORIGINAL RESV RESERVOIR TENV TOTALLY ENCLOSED NON -VENTILATED ° DEGREE(-S)(ANGULAR) CALC(S) CALCULATION(S) DS DOWNSPOUT GPM GALLONS PER MINUTE LLBB LONG LEG BACK-TO-BACK OS&Y OUTSIDE SCREW AND YOKE (RISING STEM REV REVISION THK THICK(-ENED, -ENER, -NESS) A AMPERE(-S) CAT CATEGORY DTL(S) DETAIL(S) GPR GROUND PENETRATING RADAR LLH LONG LEG HORIZONTAL GATE VALVE) RH RIGHT HAND THRU THROUGH A/C AIR CONDITIONING CAN CABLE TV DUP DUPLEX GR GRATE LLV LONG LEG VERTICAL OSA OUTSIDE AIR RIO REMOTE INPUT/OUTPUT TMV THERMOSTATIC MIXING VALVE A/D ANALOG TO DIGITAL CAV COMBINATION AIR VALVE DV DIAPHRAGM VALVE GIRL GUARDRAIL LO LOW OSC OPEWSTOP/CLOSE RM ROOM TNK TANK AIM AUTO/MANUAL CB CATCH BASIN, CIRCUIT BREAKER DWG(-S) DRAWING(-S) GRS GALVANIZED RIGID STEEL LOC LOCATION OSHA OCCUPATIONAL SAFETY AND HEALTH RMT REMOTE TOD TOTAL OXYGEN DEMAND AASHTO AMERICAN ASSOCIATION OF STATE HIGHWAY CC CUBIC CENTIMETER(-S) E EAST GS GALVANIZED STEEL LONGIT LONGITUDINAL ADMINISTRATION FIND ROUND TOPO TOPOGRAPHY TRANSPORTATION OFFICIALS CCT CHLORINE CONTACT TANK EA EACH, EXHAUST AIR GV GATE VALVE LOR LOCAL -OFF -REMOTE OT OVER TEMPERATURE RO REVERSE OSMOSIS TOT TOTAL, TOTALIZE(R) AS AGGREGATE BASE, ANCHOR BOLT(-S) CCTV CLOSED-CIRCUIT TELEVISION EC END OF HORIZONTAL CURVE GYP (BD) GYPSUM (BOARD) LOTO LOCK -OUT, TAG -OUT OZ OUNCE(-S) RPM REVOLUTIONS PER MINUTE TP TEST PIT ABAN(-D) ABANDON(-ED) CD CONTROL DAMPER ECC ECCENTRIC H HIGH, HEIGHT LP LOW POINT, LIGHTING PANELBOARD P PNEUMATIC, PIPE, POLE RPP REDUCED PRESSURE PRINCIPLE TR TREAD(-S) ASS ABSOLUTE, ACRYLONITRILE- CEM CEMENT ECD EPDXY COATED H2O2 HYDROGEN PEROXIDE LPG LIQUIFIED PETROLEUM GAS (PROPANE P/L PROPERTY LINE RPS REVOLUTIONS PER SECOND T-R THROUGH ROOF BUTADIENESTYRENE CEN CENTRAL ECR END CURB RETURN 112S HYDROGEN SULFIDE OR BUTANE AS NOTED) PA PUBLIC ADDRESS RR RAILROAD TRTMT TREATMENT AC ASPHALTIC CONCRETE, ALTERNATING CENT CENTRIFUGAL EDS ENGINEERING DESIGN STANDARDS H2SO4 SULFURIC ACID LR LONG RADIUS PACP PERFORATED ASBESTOS CEMENT PIPE RST RESET TS STRUCTURAL TUBING CURRENT CER CEILING EXHAUST RETURN EER ENERGY EFFICIENCY RATIO HB HOSE BIBB L-R LOCAL -REMOTE PAF POWDER/POWER ACTUATED FASTENER FIT RIGHT TURN, RESET TIMER TSS TOTAL SUSPENDED SOLIDS ACH AIR CHANGES PER HOUR CFH CUBIC FEET PER HOUR EF EACH FACE NO HEAVY DUTY, HEAT DETECTOR LS LIMIT SWITCH PS PULLBOX, PUSHBUTTON RITE ROUTE TSTAT THERMOSTAT ACI AMERICAN CONCRETE INSTITUTE CFM CUBIC FEET PER MINUTE EFFIC EFFICIENCY HDG HOT DIP GALVANIZE(-D) LT LEFT, LIGHT, LEFT TURN PC(-S) PIECE(-S), PHOTOCELL, POINT OF CURVE RTN RETURN TURB TURBIDITY ACK ACKNOWLEDGE CPS CUBIC FEET PER SECOND EFFL EFFLUENT HDPE HIGH DENSITY POLYETHYLENE LTG LIGHTING (BEGIN CURVE), PROGRESSIVE RTU ROOF TOP UNIT, REMOTE TELEMETRY TYP TYPICAL ACOUS ACOUSTIC( -AL) CH CHAMBER EG EXISTING GRADE HDWD HARDWOOD LV LOW VOLTAGE CAVITY UNIT U URINAL ACP ASBESTOS CEMENT PIPE CHAN CHANNEL EGL ENERGY GRADE LINE HGL HYDRAULIC GRADE LINE LW LIGHT WEIGHT PCC POINT OF COMPOUND CURVE, POINT OF RVSS REDUCED VOLTAGE, SOLID STATE UBC UNIFORM BUILDING CODE ADA AMERICANS WITH DISABILITIES ACT CHEM CHEMI(-CAL,-STRY) EL ELEVATION, EPDXY LINED HGR HANGER LWL LOW WATER LEVEL COMMON COUPLING S SOUTH UD UNDERDRAIN ADDIT ADDITIONAL CHK CHECK EL&C EPDXY LINED AND COATED HH HANDHOLE LWT LEAVING WATER TEMPERATURE PCCP PRESTRESSED CONCRETE CYLINDER PIPE S/S START/STOP OF ULTRAFILTRATION ADJ ADJUST(-EO,-MENT-ABLE) CHI CHECKERED ELEM ELEMENTARY HI HYDRAULIC INSTITUTE M METER(-S) PCF POUNDS PER CUBIC FOOT S/W SIDEWALK UG UNDERGROUND ADJT ADJACENT CI CAST IRON ELL ELBOW HM HOLLOW METAL mA MILLIAMPERE(-S) PCO PRESSURE CLEANOUT SA SUPPLYAIR ILL UNDERWRITERS LABORATORIES ADWF AVERAGE DRY WEATHER FLOW CID1 CLASSIFICATION I, DIVISION 1 EMBED EMBEDMENT HMI HUMAN MACHINE INTERFACE MACH MACHINE PCOTG PRESSURIZED CLEANOUT TO GRADE SAN SANITARY UNKN UNKNOWN AF ACRE-FEET, AMPERE FRAME CID2 CLASSIFICATION I, DIVISION 2 EMERG EMERGENCY HOA HAND -OFF -AUTOMATIC MATL MATERIAL PD PRESSURE DROP, POSITIVE DISPLACEMENT SARV SEWAGE AIR RELEASE VALVE UON UNLESS OTHERWISE NOTED AFCI ARC -FAULT CIRCUIT INTERRUPTER CIP CAST IRON PIPE, CAST IN PLACE, CLEAN IN EN EDGE NAILING HOR HAND -OFF -REMOTE MAX MAXIMUM PE PHOTOELECTRIC, PLAIN END, POLYETHYLENE SAW SEWAGE AIR VACUUM VALVE UPS UNINTERRU"IBLE POWER SUPPLY AFF ABOVE FINISHED FLOOR PLACE ENCL ENCLOSURE HORZ HORIZONTAL MB MACHINE BOLT PEMB PRE-ENGINEERED METAL BUILDING SCADA SUPERVISORY CONTROL AND DATA USGBC UNITED STATES GREEN BUILDING COUNCIL AFG ABOVE FINISHED GRADE CIRC CIRCULA(-R, -TON) ENET ETHERNET HOV HYDRAULICALLY OPERATED VALVE MBH BTU PER HOUR (THOUSANDS) PEN PENETRAT(-E, -ION) ACQUISITION UT ULTRASONIC TESTING AGG AGGREGATE CIRCUM CIRCUMFERENCE ENGR ENGINEER HP HORSEPOWER MBR MEMBRANE BIOREACTOR PER PERIODIC SCAV SEWAGE COMBINATION AIR VALVE UTP UNSHIELDED TWISTED PAIR At ANALOG INPUT CISP CAST IRON SOIL PIPE ENTR ENTRANCE H-P HINGE POINT MC MOISTURE CONTENT, MISCELLANEOUS PERC PERCOLAT(-E,-ION) SCFM STANDARD CUBIC FEET PER MINUTE UV ULTRAVIOLET AIC AMPERES INTERRUPTING CAPACITY CJ CONSTRUCTION JOINT EP EDGE OF PAVEMENT APT HIGH POINT CHANNEL PERF PERFORAT(-E, -ED, -ES,-ATION) SCH SCHEDULE V VOLTS AISC AMERICAN INSTITUTE OF STEEL CJP COMPLETE JOINT PENETRATION EPA ENVIRONMENTAL PROTECTION AGENCY HR(S) HOUR(-S) MCA MINIMUM CIRCUIT AAPACITY PF POWER FACTOR, PROFILE SCR SILICON CONTROLLED RECTIFIER V/S VARIABLE SPEED CONSTRUCTION CKT CIRCUIT EQ EQUAL (-LY, -IZATION) HRL HANDRAIL MCB MAIN CIRCUIT BREAKER PFAS PER- AND POLYFLUOROALKYL SUBSTANCES SCV SILENT CHECK VALVE VA VOLT-AMPERES AISI AMERICAN IRON AND STEEL INSTITUTE CL2 CHLORINE EQPM EQUIPMENT HSPF HEATING SEASONAL PROFICIENCY MCC MOTOR CONTROL CENTER PFOA PERFLUOROOCTANOIC ACID SO STORM DRAIN, SMOKE DETECTOR VAC VACUUM AITC AMERICAN INSTITUTE OF TIMBER CLASS CLASSIFICATION ES EACH SIDE FACTOR MCP MOTOR CIRCUIT PROTECTOR PFOS PERFLUOROOCTANESULFONATE SDMH STORM DRAIN MANHOLE VAR VARIES, VARIABLE, VOLT-AMPERES CONSTRUCTION CLG CEILING ES/EW EMERGENCY SHOWERIEYE WASH ASS HOLLOW STRUCTURAL SECTION MF MICROFILTRATION PFR POWER FACTOR RELAY BE SOUTHEAST REACTIVE ALT ALTERNAT(-E, -OR) CLOS CLOSET ESP EXTERNAL STATIC PRESSURE HST HOIST MFR MANUFACTURER PH PIPE HANGER, PHASE SEC SECONDARY, SECOND(-S) VAT VINYL ASBESTOS TILE ALTO ALTITUDE CUR CLEAR(-ANCE) EST ESTIMATE(-D) HT HEIGHT I MANUFACTURED pH MEASURE OF ACIDITY OR ALKALINITY SECT SECTION VC VERTICAL CURVE ALUM ALUMINUM CLSM CONTROLLED LOW STRENGTH MATERIAL ESTOP EMERGENCY STOP HTG HEATING MG MILLIGRAM(S), MILLION GALLON(S) PHMS PAN HEAD MACHINE SCREW BED SEDIMENTATION VCP VITRIFIED CLAY PIPE, VENDOR CONTROL ALV ALTITUDE VALVE CM CENTIMETERS ETM ELAPSED TIME METER HTR HEATER I MILLIGRAMS PER LITER PHSMS PAN HEAD SHEET METAL SCREW SEER SEASONAL ENERGY EFFICIENCY PANEL AMB AMBIENT CI CEMENT MORTAR COATED ETS ELECTROLYSIS TEST STATION HVAC HEATING, VENTILATING, AND AIR MGD MILLION GALLONS PER DAY PI POINT OF INTERSECTION, PRESSURE RATIO VD VOLUME DAMPER ANC ANCHOR CIVIL CEMENT MORTAR LINED EUSERC ELECTRIC UTILITY SERVICE EQUIPMENT CONDITIONING MH MANHOLE INDICATOR (GAUGE) SER SERVICE ENTRANCE RATED VEL VELOCITY ANN ANNUNCIATOR CML&C CEMENT MORTAR LINED AND COATED REQUIREMENTS COMMITTEE HW HEAVY I MEGAHERTZ PID PROPORTIONAL -INTEGRAL -DERIVATIVE SGNL SIGNAL VERT VERTICAL ANSI AMERICAN NATIONAL STANDARDS INSTITUTE CMP CORRUGATED METAL PIPE EVC END OF VERTICAL CURVE AWL HIGH WATER LEVEL MI MILES PIT PRESSURE INDICATING TRANSMITTER SH SHOWER VERTS VERTICAL BARS ANT ANTENNA CMU CONCRETE MASONRY UNIT EW EACH WAY HWY HIGHWAY MIL(-S) ONE -THOUSANDTH OF AN INCH PIV POST INDICATOR VALVE (SH) SHIELDED VFD VARIABLE FREQUENCY DRIVE (AC) AO ANALOG OUTPUT CHI CONTROL JOINT EWT ENTERING WATER TEMPERATURE HYD HYDRAULIC MIN MINIMUM, MINUTES) PLAS PLASTER BHT SHEET VFI VACUUM FAULT INTERRUPTER APA THE ENGINEERED WOOD ASSOCIATION CNTR CENTER EXC EXCAVATE HZ HERTZ (CYCLES PER SECOND) MISC MISCELLANEOUS PLC PROGRAMMABLE LOGIC CONTROLLER Si SIDE INLET VIF VERIFY IN FIELD APPROX APPROXIMATE(-LY) CNTRSK COUNTERSUNK EXH EXHAUST I&C INSTRUMENTATION AND CONTROL MU MECHANICAL JOINT PLF POUND PER LINEAL FOOT SIM SIMILAR VOL VOLUME ARV AIR RELEASE VALVE CO CLEANOUT, CONDUIT ONLY EXIST EXISTING 1/0 INPUT/OUTPUT ML MILLILITER(-S) PM PROJECT MANAGER, POWER MONITOR SK SINK VPI VERTICAL POINT OF INTERSECTION AS AMMETER SWITCH CO2 CARBON DIOXIDE EXP EXPANSION IBC INTERNATIONAL BUILDING CODE MLO MAIN LUGS ONLY PNL PANEL SL SLUDGE VS VOLTMETER SWITCH ASS ASBESTOS COAX COAXIAL EXT EXTERNAL, EXTERIOR ICC INTERNATIONAL CODE COUNCIL MM MILLIMETER(-S), MULTIMODE (FIBER) PNLBD PANELSOARD SLBB SHORT LEGS BACK-TO-BACK VT VENT ASCE AMERICAN SOCIETY OF CIVIL ENGINEERS COD CHEMICAL OXYGEN DEMAND FA FIRE ALARM ID INSIDE DIAMETER MMBH BTU PER HOUR (MILLIONS) PNV PINCH VALVE SLH SHORT LEG HORIZONTAL VTP VERTICAL TURBINE PUMP ASO ADJUSTABLE SPEED DRIVE (DC) COL COLUMN FAB FABRICATE(-D) IE INVERT ELEVATION MOCP MAXIMUM OVERCURRENT PROTECTION POE POWER OVER ETHERNET SLV SHORT LEG VERTICAL VTR VENT TO ROOF ASHRAE AMERICAN SOCIETY OF HEATING, COM COMMON FAC FACTORY IEEE INSTITUTE OF ELECTRICAL AND MOD(-S) MODIF(-Y, ACATIONS) POT POTABLE SM SINGLEMODE (FIBER) VVT VARIABLE VOLUME/TEMPERATURE REFRIGERATING AND AIR- COMM COMMUNICATION FACIL FACILIT(-Y, -IES) ELECTRONICS ENGINEERS MON MONUMENT PP PARTIAL PENETRATION, POWER POLE, PAGES SMACNA SHEET METAL & AIR CONDITIONING W WIDE, WIDTH, WIRE, WATTS, WELDED, WEST CONDITIONING ENGINEERS COMP COMPRESSOR FAI FRESH AIR INTAKE IEER INTEGRATED ENERGY EFFICIENCY RATIO MOV MOTOR OPERATED VALVE PPS PARTS PER BILLION CONTRACTORS' NATIONAL W/ WITH ASME AMERICAN SOCIETY OF MECHANICAL CONIC CONCRETE FB FLAT BAR IF INSIDE FACE MPH MILES PER HOUR PPE PERSONAL PROTECTIVE EQUIPMENT ASSOCIATION W/O WITHOUT ENGINEERS COND CONDENSATE, CONDUIT PC FLEXIBLE COUPLING IL INDICATING LIGHT MR MOISTURE -RESISTANT PPM PARTS PER MILLION SMS SHEET METAL SCREW WAN WIDE AREA NETWORK ASPH ASPHALT CONN CONNECT (-ED,-S.-ION) FCA FLANGE COUPLING ADAPTER IN INCH( -ES) MSE MECHANICALLY STABILIZED EARTH PR PAIR $02 SULFUR DIOXIDE WAS WASTE ACTIVATED SLUDGE ASSY ASSEMBLY CONST CONSTRUCTION FCO FLOOR CLEANOUT INFL INFLUENT MT(-D,-G) MOUNT(-ED,-ING) PRE-ENG PRE-ENGINEERED SP STATIC PRESSURE, SET POINT WB WATER BAR, WET BULB ASTM AMERICAN SOCIETY FOR TESTING AND CONT CONTINU(-ED,-OUS,-ATION) FD FLOOR DRAIN, FIRE DAMPER INST INSTANTANEOUS MR METAL PRESS PRESSURE SPGR SPECIFIC GRAVITY WC WATER CLOSET, WATER COLUMN MATERIALS COORD COORDINATE FDC FIRE DEPARTMENT CONNECTION INSTR INSTRUMENT(-ATION) I MOTOR PRI PRIMARY SPC(-S,-D)SPACE(-S,-D) WCLIB WEST COAST LUMBER INSPECTION BUREAU AT AMPERETRIP COP COEFFICIENT OF PERFORMANCE FOR FEEDER INSUL INSULATION MTS MANUAL TRANSFER SWITCH PROJ PROJECT( -ION) SPD SURGE PROTECTIVE DEVICE WCO WALL CLEANOUT ATM ATMOSPHERE (14.7 LB11N2) COR CORNER FE FIRE EXTINGUISHER INT INTERIOR, INTERNAL MILL MULLION PROP PROPERTY, PROPOSED, PROPELLER SPOT SINGLE POLE, DOUBLE THROW WD WOOD ATS AUTOMATIC TRANSFER SWITCH CORP CORPORATION FF FAR FACE, FINISHED FLOOR INV INVERT MV MEDIUMVOLTAGE PROT PROTECT( -OR) SPEC(S) SPECIFICATION(-S) WEF WATER ENVIRONMENT FEDERATION AUTO AUTOMATIC CORR CORRUGATED FFE FINISHED FLOOR ELEVATION IF INTERNET PROTOCOL N NORTH, NEUTRAL (ELECTRICAL) PRS PRESSURE SNUBBER SQ SQUARE WER WALL EXHAUST OR RETURN AUX AUXILIARY COTO CLEANOUT TO GRADE FG FINISHED GRADE IPS INTERNATIONAL PIPE STANDARD, INCHES N/A NOT APPLICABLE PRV PRESSURE RELIEF VALVE, PRESSURE SRG SINGLE RUBBER GASKET JOINT WF WIDE FLANGE AVE AVENUE CID CONTROL POINT, CATHODIC PROTECTION, FH FIRE HYDRANT PER SECOND, IRON PIPE SIZE NAD NORTH AMERICAN DATUM REDUCING VALVE SS STAINLESS STEEL, SANITARY SEWER, WG WATER GAUGE AVG AVERAGE CURE -IN -PLACE -PIPE FIG FIGURE IR INFRARED NAOCL SODIUM HYPOCHLORITE PS PIPE SUPPORT, POWER SUPPLY, PRESSURE SOLID STATE WH WATER HEATER AW AIR VACUUM VALVE CPLG COUPLING FIN FINISH(-ED) IRRG IRRIGATION NAOH SODIUM HYDROXIDE SWITCH SSD SATURATED SURFACE DRY WHDM WATT-HOUR DEMAND METER AWG AMERICAN WIRE GAGE CPT CONTROL POWER TRANSFORMER FL FLOW LINE IS INTRINSICALLY SAFE NAVD NORTH AMERICAN VERTICAL DATUM PSF POUNDS PER SQUARE FOOT ST STREET WHIM WATT-HOUR METER AWS AMERICAN WELDING SOCIETY CPVC CHLORINATED POLYVINYL CHLORIDE FLA FULL LOAD AMPERES ISA INTERNATIONAL SOCIETY OF AUTOMATION NC NORMALLY CLOSED PSI POUNDS PER SQUARE INCH STA STATION WM WATER METER AWT ADVANCED WATER TREATMENT CR CONTROL RELAY, CRUSHED ROCK FLASH FLASHING ISO ISOLAT(-E, -ION), ISOMETRIC NOT NON-DESTRUCTIVE TESTING) PSIA POUNDS PER SQUARE INCH ABSOLUTE STAG STAGGER WMH WATER MANHOLE AWWA AMERICAN WATER WORKS ASSOCIATION CSD CEILING SUPPLY DIFFUSER FLEX FLEXIBLE ISR INTRINSICALLY SAFE RELAY NE NORTHEAST (PRESSURE ABOVE VACUUM) STB SHORTING TERMINAL BLOCK WNDW WINDOW B/W BOTTOM OF WALL CT COURT, CURRENT TRANSFORMER, FLG FLANGE(-D) IX ION EXCHANGE NEC NATIONAL ELECTRICAL CODE (NFPA 70) PSIG POUNDS PER SQUARE INCH GAUGE STD(-S) STANDARD(S) WP WEATHERPROOF, WATERPROOF, WORK BARM BARMINUTOR CTRL CONTROL FLOC FLOCCULATION JB JUNCTION BOX NECA NATIONAL ELECTRICAL CONTRACTORS (PRESSURE ABOVE ATMOSPHERE) STIFF STIFFEN({R) POINT, WEATHER PROTECTED BATT BATTERY CTS CATHODIC TEST STATION FLR FLOOR JST JOIST ASSOCIATION PSL PIPE SLEEVE STL STEEL WR WEATHER RESISTANT BB(S) BEARING BAR(-$) CU FT CUBIC FOOT, CUBIC FEET FM FLOW METER JT JOINT I NATIONAL ELECTRICAL MANUFACTURER'S PSTA PUMP STATION STM STEAM WS WELDED STEEL. WATER SURFACE BC BEGINNING OF HORIZONTAL CURVE, CU IN CUBIC INCH( -ES) FN FIELD NAILING KA KILOAMPERE(-S) ASSOCIATION PSV PRESSURE SUSTAINING VALVE STOR STORAGE WSD WALL SUPPLY DIFFUSER BARE COPPER CU M CUBIC METER(-S) FNDN FOUNDATION KCMIL THOUSANDS OF CIRCULAR MILS NETA INTERNATIONAL ELECTRICAL TESTING PT(-S) POINT OF TANGENT (END CURVE), PRESSURE- STP SHIELDED TWISTED PAIR WSP WELDED STEEL PIPE BCR BEGIN CURB RETURN CU YD CUBIC YARD(-S) FO FIBER OPTIC KG KILOGRAM(-S) ASSOCIATION TREATED, POTENTIAL TRANSFORMER, SUB SUBNATANT WSTP WATERSTOP BCV BALL CHECK VALVE CUR CURRENT FOS FACE OF STUD KGV KNIFE GATE VALVE NF NEAR FACE, NANOFILTRATION POINT(S), PRESSURE TRANSMITTER SUBM SUBMISSION, SUBMIT WT WEIGHT, WALL THICKNESS BD BOARD, BELT DRIVE CV VALVE FLOW COEFFICIENT, CHECK VALVE FPS FEET PER SECOND KHZ KILOHERTZ NFC NOT FOR CONSTRUCTION PU POLYURETHANE SUP SUPERNATANT WTP WATER TREATMENT PLANT BDD BACKDRAFT DAMPER CWT ONE HUNDRED POUNDS FREQ FREQUENCY KIP ONE THOUSAND POUNDS NFPA NATIONAL FIRE PROTECTION ASSOCIATION PV PLUG VALVE SUPP SUPPORT(S) WTR WATER BF BLIND FLANGE DB DRY BULB FRP FIBERGLASS REINFORCED PLASTIC KM KILOMETER(-S) NG NATURAL GAS PVC POLYVINYL CHLORIDE, POINT OF VERTICAL SURF SURFACE WV WATER VALVE BFV BUTTERFLY VALVE DBC DUCKBILL CHECK VALVE FRT FIRE -RETARDANT FLOOR KSI KIPS PER SQUARE INCH NH3 AMMONIA CURVE SUSP SUSPEND(-ED) W W WASTEWATER BFP BELT FILTER PRESS, BACKFLOW PREVENTER DBL DOUBLE FS FINISHED SURFACE, FAR SIDE KV KILOVOLT(-S) NIC NOT IN CONTRACT PVI POINT OF VERTICAL INTERSECTION SW SOUTHWEST, SWITCH, SPIRAL WOUND WWF WELDED WIRE FABRIC BHP BRAKE HORSEPOWER DC DIRECT CURRENT FSD FIRE/SMOKE DAMPER KVA KILOVOLT-AMPERE(-S) NO NORMALLY OPEN, NUMBER PVMT PAVEMENT SWBD SWITCHBOARD WWM WELDED WIRE MESH BITUM BITUMINOUS DCA DOUBLE CHECK (VALVE) ASSEMBLY FT FOOT, FEET KVAR KILOVOLT-AMPERE(-S) REACTIVE NOM NOMINAL PVT POINT OF VERTICAL TANGENCY SWGR SWITCHGEAR WWTP WASTEWATER TREATMENT PLANT BKR BREAKER DCS DISTRIBUTED CONTROL SYSTEM FTG FOOTING WARN KILOVOLT -AMPERE REACTIVE HOUR(S) NORM NORMAL PW POTABLE WATER SYM SYMMETRICAL XFMR TRANSFORMER BL BUILDING LINE DCV DOUBLE DISC CHECK VALVE FU FUSE KW KILOWATT(-S) NPT NATIONAL PIPE THREAD PWR POWER SYNC SYNCHRONIZING XP EXPLOSION PROOF BLDG BUILDING DEFL DEFLECTION FURN FURNITURE, FURNISHINGS KWH KILOWATT HOUR(-S) NRS NON -RISING STEM GATE VALVE PWWF PEAK WET WEATHER FLOW SYS SYSTEM YD YARD BLK BLOCK(-S) DEG DEGREE(-S) PURR FURRING L LITER(-S), LENGTH, LINE INS NEAR SIDE Q FLOW OR DISCHARGE T TIME(-R) YR YEAR BLKG BLOCKING DEG C DEGREES CELSIUS PUT FUTURE UD LITERS PER DAY NSG NON -SHRINK GROUT R, RAD RADIUS T&B TOP AND BOTTOM BM BEAM, BENCH MARK DEG F DEGREES FARENHEIT FVNR FULL VOLTAGE, NON REVERSING L LIGHTNING ARRESTER NT NORMALLY THROTTLED RAN R RIGHT RIGHT OF WAY T&G TONGUE AND GROOVE SEE ALSO DRAWING TITLED GENERAL EQUIPMENT BM-1 BFAM MEMBER 1 DEMO DEMOLISH FVR FULL VOLTAGE, REVERSING LAB LABORATORY NTS NOT TO SCALE RA RETURN AIR T/C TOP OF CONCRETE DESIGNATIONS AND PROCESS IDENTIFICATION CODES. BN BOUNDARY NAILING DEPT DEPARTMENT FWD FORWARD LAM LAMINATE NW NORTHWEST RAS RETURN ACTIVATED SLUDGE TIP TOP OF PAVEMENT SO BLOWOFF DH HEAD LOSS (IN FEET), DOWNHOLE G GRAMS, GROUND (ELECTRICAL) LAN LOCAL AREA NETWORK NWL NORMAL WATER LEVEL RC REINFORCED CONCRETE T/S TOP OF STEEL BOC BACK OF CURB DI DUCTILE IRON, DROP INLET, DISCRETE GA GAUGE LAT LATERAL OIC OPEWCLOSE RCCP REINFORCED CONCRETE CYLINDER PIPE TAN TOP OF WALL BOD BOTTOM OF DUCT INPUT GAC GRANULAR ACTIVATED CARBON LAV LAVATORY 03 OZONE RCP REINFORCED CONCRETE PIPE T-_-P TYPE PIPE PROJECT PER FAC260008 BOD5 BIOCHEMICAL OXYGEN DEMAND(5 DAY) DIA DIAMETER GAL GALLON(-S) LB(-S) POUND(-S) CA OVERALL RCPT RECEPTACLE T-_S TYPE SUPPORT BOE BOTTOM OF EQUIPMENT DIAL DIAGONAL, DIAGRAM GALV GALVANIZED LB(-S)/SF POUND(-S) PER SQUARE FOOT OBO OPPOSED BLADE DAMPER RCT REPEAT CYCLE TIMER TA TRANSFER AIR THESE PLANS ARE APPROVED FOR CONFORMANCE BOP BOTTOM OF PIPE DIAPH DIAPHRAGM GAS GASOLINE LCP LOCAL CONTROL PANEL OC ON CENTER RD ROAD TAN TANGENT(-IAL) WITH THE CITY OF AUBURN'S REQUIREMENTS. BOT BOTTOM DIM(-S) DIMENSION(-S) GB GRADE BREAK LCS LOCAL CONTROL STATION OD OUTSIDE DIAMETER REC RECEIVING TB THRUST BLOCK, TERMINAL BLOCK BP BASE PLATE DIP DUCTILE IRON PIPE GC GROOVED COUPLING UD DEVELOPMENT LENGTH ODP OPEN DRIP PROOF RECIRC RECIRCULAT(-E, -ION) TBM TEMPORARY BENCHMARK, TUNNEL BRIG BEARING DIR DIRECTION GDL GROUND LEVEL LOG LANDING OF OVERFLOW, OUTSIDE FACE RECT RECTANG(-LE, -ULAR) BORING MACHINE BS BLACK STEEL, BOTH SIDES DISC DISCONNECT GFCI GROUND -FAULT CIRCUIT INTERRUPTER LE LIFTING EYE OFCI OWNER FURNISHED, CONTRACTOR RED REDUCE(-R) TC TRAY CABLE DEV. REVIEW ENGINEER: BSMT BASEMENT DISCH DISCHARGE GI GALVANIZED IRON LEED LEADERSHIP IN ENERGY AND INSTALLED REF TCP TRANSMISSION CONTROL PROTOCOL BTU BRITISH THERMAL UNIT DISTR DISTRIBUTION GL GLASS ENVIRONMENTAL DESIGN OFS OUTSIDE FACE OF STUD REFR REFRIGERATOR TDH TOTAL DYNAMIC HEAD 08/19/2025 BTWN BETWEEN DL DEADLOAD GLAZ GLAZING LEL LOWER EXPLOSIVE LIMIT OG ORIGINAL GROUND REG RGGIY4T1-6..OR-WG�INfiL TDS TOTAL DISSOLVED SOLIDS DATE APPROVED: REVISION DESCRIPTION DATE Kj I Kennedy Jenks I PERMIT ISSUE www.osbomeonsulting.com This document version is designed to contain sufficient relevant information for the applicable Permit Review submittal and approval process. GYANOS I AS NOTED DESIGN ENGINEER: WORKORDER: B FUENTES PROJECT ENGINEER: PROJECT NO: M ACEVEDO 1139097 LOCATION CODE: CONTRACT NO: CV531 I KC000922 WASTEWATER TREATMENT DIVISION M STREET TRUNK REHABILITATION King County I GENERAL ABBREVIATIONS AUGUST 2025 W� WU WW K SUMMARY OF WORK: o IN GENERAL, THE PROJECT CONSISTS OF THE FOLLOWING: I. REHABILITATION OF APPROXIMATELY 4,000 LF OF 18, 24, AND 30-INCH SANITARY 5 SEWER PIPING USING CIPP AND SPIRAL WOUND LINING TECHNOLOGY. 2. INSTALLATION OF 1 MAINTENANCE HOLE STRUCTURE. 3. ASSOCIATED TEMPORARY SEWER DIVERSION PUMPING AND PIPING. 4. ASSOCIATED RESTORATION OF STREETS, SIDEWALKS, DRIVEWAYS, ETC. S. ASSOCIATED TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES. it I:I:11SU11118111cc] III II!WIIW3JcTNIlk II*id:cI7IIa110Eu111111l1.: I.A. RIO VERDE MOBILE ESTATES LOCATED AT 140222ND STREET NE, AUBURN WA. 98022. 1.13. AKIN - FORMERLY CHILDHAVEN LOCATED AT 1345 22ND STREET NE, AUBURN WA. 98022. I.C. RENEW LEA HILL APARTMENT COMPLEX LOCATED AT 1433 8TH STREET NE, AUBURN, WA 98022. 2. CONTRACTOR SHALL COORDINATE WITH THE COUNTY TO CONFIRM THE NEEDS OF "SENSITIVE FACILITIES" AND MANAGE WORK ACTIVITIES AND WORKING HOURS AS NECESSARY TO ENSURE THEIR RESPECTIVE OPERATIONS CONTINUE UNINTERRUPTED THROUGHOUT THE DURATION OF THE PROJECT. GENERAL NOTES: i. ALL WORK SHALL BE PERFORMED WITHIN THE RIGHT-OF-WAY OR DESIGNATED EASEMENTS. 2. CONTRACTOR SHALL MAINTAIN ACCESS TO ALL BUS STOPS, RESIDENCES, BUSINESSES, ETC. THROUGHOUT THE DURATION OF THE PROJECT; INCLUDING ASSOCIATED GARBAGE COLLECTION, STREET MAINTENANCE, EMERGENCY SERVICES, ETC. 3. CONTRACTOR SHALL PROVIDE SIGNAGE AS NECESSARY TO INFORM PUBLIC THAT IMPACTED BUSINESSES REMAIN OPEN THROUGHOUT CONSTRUCTION. 4. ENVIRONMENTAL PROTECTION AND SPILL RESPONSE SHALL BE PERFORMED IN ACCORDANCE WITH THE ENVIRONMENTAL MITIGATION BINDER INCLUDED AS AN APPENDIX TO THE PROJECT MANUAL. 5. CONSTRUCTION ACTIVITIES AND EQUIPMENT SHALL BE CONFIGURED IN A MANNER THAT MINIMIZES NOISE, ODOR, AND LIGHT IMPACTS TO ADJACENT PROPERTIES. POLLUTION CONTROL MEASURES SHALL BE IMPLEMENTED IN ACCORDANCE WITH SPECIFICATION SECTION 01 3543. 6. CONTRACTOR SHALL DEVELOP A FINAL SURVEY OF THE FULL REHABILITATED STREET TRUNK AT THE COMPLETION OF CONSTRUCTION. FINAL SURVEY SHALL INCLUDE ALL NEW MAINTENANCE HOLE STRUCTURES AND A FINISHED PLAN AND PROFILE OF THE M STREET TRUNK. SURVEY DELIVERABLE SHALL BE IN ACCORDANCE WITH SPECIFICATION SECTION 02 2100. 7. PROTECT AND PRESERVE EXISTING SURVEY MONUMENTS DURING CONSTRUCTION. IF MONUMENT LOCATION IS COMPROMISED. REMOVE MONUMENT AND INSTALL NEW MONUMENT PER WAC 332-120 AND CITY OF AUBURN STANDARD DETAIL T46. REVISION DESCRIPTION DATE GENERAL NOTES CITY OF AUBURN GENERAL NOTES: 1. CONSTRUCTION SHALL CONFORM TO THE CITY OF AUBURN'S ENGINEERING DESIGN AND CONSTRUCTION STANDARDS ISSUED FEBRUARY 2025, EXCEPT AS OTHERWISE APPROVED BY DEVIATION, AND BE IN ACCORDANCE WITH THE APPROVED PLANS. ANY CHANGES FROM THE APPROVED PLAN WILL REQUIRE APPROVAL FROM THE OWNER, ENGINEER OF RECORD, AND THE CITY. A COPY OF THE DOCUMENT SHALL BE AVAILABLE AT THE JOB SITE DURING CONSTRUCTION. 2. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE "WASHINGTON STATE DEPARTMENT OF TRANSPORTATION (WSDOT) STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION (CURRENT EDITION)," EXCEPT WHERE SUPPLEMENTED OR MODIFIED BY THE CITY'S CONSTRUCTION STANDARDS MANUAL. THE ABOVE DOCUMENTS SHALL BE AVAILABLE AT THE JOB SITE DURING CONSTRUCTION. 3. A PRE -CONSTRUCTION MEETING SHALL BE REQUIRED PRIOR TO THE START OF ALL CONSTRUCTION. CONTACT THE PUBLIC WORKS DEPARTMENT AT (253) 931-3010. TO SCHEDULE A MEETING. 4. UNLESS STATED OTHERWISE, LOCATIONS SHOWN FOR EXISTING UTILITIES ARE APPROXIMATE. THE CONTRACTOR IS CAUTIONED THAT OVERHEAD UTILITY LINES MAY NOT BE SHOWN ON THE DRAWINGS. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE TRUE ELEVATIONS AND LOCATIONS OF ALL UNDERGROUND UTILITIES AND THE EXTENT OF ANY HAZARD CREATED BY OVERHEAD UTILITY LINES. IDENTIFICATION, LOCATION, MARKING, AND RESPONSIBILITY FOR UNDERGROUND FACILITIES OR UTILITIES, IS GOVERNED BY THE PROVISIONS OF SECTION 19.122 REVISED CODE OF WASHINGTON (RCW). PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR SHALL CALL ONE -CALL (811) FOR UTILITY LOCATIONS (WATER, SANITARY SEWER, STORM SEWER, GAS, POWER, TELEPHONE, AND CABLE). 5. IF A PROPOSED ROUTE IS NOT INCLUDED ON THESE PLANS, A PROPOSED ROUTE AND SCHEDULE FOR HAULING MATERIAL TO THE SITE SHALL BE SUBMITTED TO THE CITY FOR APPROVAL PRIOR TO THE START OF CONSTRUCTION. IF THE CITY BELIEVES THAT THE PROPOSED HAUL ROUTE WILL ADVERSELY IMPACT THE STREET NETWORK, A SEPA AMENDMENT MAY BE REQUIRED TO EVALUATE THE IMPACTS AND DETERMINE MITIGATION REQUIREMENTS BEFORE BEGINNING WORK. HAULING MAY BE LIMITED TO APPROPRIATE OFF-PEAK HOURS OR ALTERNATIVE ROUTES, AS DETERMINED BY THE CITY. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PUBLIC SAFETY ON AND AROUND THE PROJECT. PRIOR TO THE START OF WORK, ALL METHODS AND EQUIPMENT USED FOR TRAFFIC CONTROL AND STREET MAINTENANCE SHALL BE SUBMITTED TO THE CITY FOR APPROVAL. CONTRACTORS AND THEIR SURETY SHALL BE LIABLE FOR INJURIES AND DAMAGES TO PERSONS AND PROPERTY SUFFERED BECAUSE OF CONTRACTORS OPERATIONS OR NEGLIGENCE CONNECTED WITH THEM. 7. ALL CONSTRUCTION SURVEYING FOR EXTENSIONS OF PUBLIC FACILITIES SHALL BE DONE UNDER THE DIRECTION OF A WASHINGTON LICENSED LAND SURVEYOR OR A WASHINGTON LICENSED PROFESSIONAL CIVIL ENGINEER. 8. CERTIFIED DRAWINGS ARE REQUIRED PRIOR TO PROJECT ACCEPTANCE. REFER TO THE CITY'S "DEVELOPMENT RECORD CONSTRUCTION DOCUMENT" HANDOUT. 9. CONTRACTOR SHALL SUBMIT TRAFFIC CONTROL PLANS TO THE CITY OF AUBURN FOR REVIEW AND APPROVAL PRIOR TO STARTING WORK. Ki I Kennedy Jenks I PERMIT ISSUE www.osbomeonsulting.com This document version is designed to contain sufficient relevant information for the applicable Permit Review submittal and approval process. CITY OF AUBURN PERMITTING NOTES: OWNER CONTACT: KING COUNTY DEPARTMENT OF NATURAL RESOURCES & PARKS WASTEWATER TREATMENT DIVISION MERCEDES ACEVEDO, PE macevedo@kingcounty.gov (206)-477-5371 201 S JACKSON STREET #500 SEATTLE, WA 98104 ENGINEERING CONTACT: KENNEDYJENKS BEN FUENTES, PE BenFuentes@KennedyJenks.com (253)-835-6400 32001 32ND AVENUE S SUITE 300 FEDERAL WAY, WA 98001 SURVEYOR CONTACT: KPG PSOMAS MIKE BOWEN, PIS (206)-286-1640 3131 ELLIOTT AVENUE SUITE 400 SEATTLE, WA 98121 STORM SYSTEM DEVELOPEMENT CHARGE (ON -SITE AREAS ONLY) TOTAL EXISTING HARD SURFACE = 0 SF TOTAL NEW HARD SURFACE - 0 SF NET CHANGE = 0 SF TOTAL HARD (NEW AND REMAINING EXISTING) SURFACE = 0 SF STORM PERMIT (ON AND OFFSITE AREA) TOTAL DISTURBED AREA = 13,930 SF TOTAL NEW & REPLACED HARD SURFACE = 13,320 SF TOTAL NEW HARD SURFACE = 0 SF EARTHWORK QUANTITIES (ON AND OFF -SITE) CUT =900CY FILL = 900 CY NET IMPORTIEXPORT (B-A) = 0 CY TOTAL EARTHWORK (A+B) = 1,800 CY INSTALL TEMPORARY EROSION CONTROL MEASURES, INCLUDING STORM DRAIN INLET PROTECTION INSTALL TRAFFIC CONTROL SETUP INSTALL TEMPORARY SEWER DIVERSION SYSTEM, INCLUDING PUMPING, PIPING, AND RAMPS FOR LOCAL ACCESS INSTALL SPIRAL WOUND AND CIPP LINING INSTALL MAINTENANCE HOLE REHABILITATION REMOVE TEMPORARY SEWER DIVERSION SYSTEM RESTORE PAVING, SIDEWALKS, LANDSCAPING REMOVE TRAFFIC CONTROL DEVICES REMOVE TEMPORARY EROSION CONTROL MEASURES PROJECT PER THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S REQUIREMENTS. DEV. REVIEW ENGINEER: DATE APPROVED: GYANOS AS NOTED WASTEWATER TREATMENT DIVISION i MSTREET DESIGN ENGINEER: WORK ORDER: TRUNK REHABILITATION B FUENTES 9 GENERAL NOTES AND �i /'1 PROJECT ENGINEER: PROJECT NO: M ACEVEDO 1139097 ya lnqWVY PERMITTING NOTES LOCATION CODE: C. ONTRACT NO: CV531 KC000922 08/19/2025 AUGUST 2025 A B A C A D A E W� WU WC K 5 4 4 3 t 2 3 m m 1 I g Y U m (Ea U m"$a� rd r2 UU�m am w �g0 W W Y Om DOw m un-x F A G A H CIVIL NOTES SURVEY NOTES POTHOLING NOTES GENERAL TEMPORARY PIPING KPG PSOMAS 1. OBTAIN PERMITS NECESSARY TO COMPLETE FEATURES WITHIN EASEMENTS, DEDICATIONS AND 1. ALL PIPING FOR THIS PROJECT IS TEMPORARY FOR SEWER DIVERSION PURPOSES ONLY. AFTER 3131 ELLIOT AVENUE POTHOLE NUMBER EASTING NORTHING UTILITY EXISTING SURFACE ELEVATION (FT) DEPTH (FT) PUBLIC RIGHT-OF-WAY. PIPE REHABILITATION WORK IS COMPLETE, AND SEWER DIVERSION SYSTEMS ARE NO LONGER SUITE 400 NECESSARY, THE PIPING SHALL BE REMOVED AND THE TRENCHES BACKFILLED AND SEATTLE, WASHINGTON 98121 01.a 1297989.80 120643.52 2" GAS 163.23 3.04 2. COORDINATES ARE PROVIDED AS FOLLOWS UNLESS OTHERWISE NOTED ON DRAWINGS: RESURFACED. ALL RESTORATION SHALL BE PER CITY OF AUBURN ENGINEERING DESIGN 02.a 1297999.10 120812.49 2" GAS 162.13 2.30 2.1. FACE OF WALL STANDARDS, 2025 CITY OF AUBURN ENGINEERING CONSTRUCTION STANDARDS - STANDARD 02.1b 1297996 120786.53 3/4•GAS 162.27 2.74 2.2. FACE OF CURB DETAILS, AND PROJECT SPECIFICATIONS. HORIZONTAL AND VERTICAL DATUM 03.a 1298141.40 120484.44 51W GAS 164.10 2.06 2.3. CORNER OF EQUIPMENT PADS AND VAULTS 2. THESE NOTES ARE GENERIC IN NATURE. PROJECT SPECIFIC NOTES ON FOLLOWING DRAWINGS HORIZONTAL DATUM: HAD 83191 WASHINGTON STATE PLANE, NORTH ZONE 4601 3. ORIENT SURFACE FEATURES PARALLEL TO CURB/GUTTER OR WALLS UNLESS OTHERWISE NOTED. TAKE PRECEDENCE. VERTICAL DATUM: NGVD 29/47 +100- BASED ON PROJECT BENCHMARK WSDOT MONUMENT KC6994 03.b 1298209.70 120481.49 2" GAS 164.40 2.05 03.c 1298148.40 120483.72 51T GAS 164.20 1.86 4. PROTECT ALL SURVEY MONUMENTS. 3. PRIOR TO SUBMITTAL OF PIPE SHOP DRAWINGS, VERIFY THE INVERT ELEVATIONS, ALIGNMENT, HORIZONTAL AND VERTICAL DATUMS ESTABLISHED BY RTK GPS OBSERVATION UTILIZING WSRN 03A 1298138.20 120483.94 5/8• GAS 164.10 2.24 OUTSIDE DIAMETER, LOCATION, AND MATERIAL OF ALL EXISTING PIPELINES TO WHICH NEW (WASHINGTON STATE REFERENCE NETWORK) 5. SHOULD THE CONTRACTOR DISCOVER ANY DISCREPANCIES BETWEEN THE CONDITIONS EXISTING PIPELINES WILL BE CONNECTED. We 1298204.20 119931.53 12• WATER ifi3.68 3.69 04.1b 1298204.30 119935.45 DUCT BANK 163.68 3.25 IN THE FIELD AND THE INFORMATION SHOWN ON THESE DRAWINGS, CONTRACTOR SHALL NOTIFY GPS LOCALIZATION BASED ON WSDOT MONUMENT KC6994, WITH TIES TO CITY OF AUBURN CONTROL THE OWNER PRIOR TO PROCEEDING WITH CONSTRUCTION. 4. PIPE STATIONING REPRESENTS THE HORIZONTAL PROJECTION OF THE PIPE CENTERLINE MONUMENTS 509-007 AND 710-035 04.c 1298211.50 119906.58 UNKNOWN UTILITY 164.37 3.38 BETWEEN MAINTENANCE HOLES, POINTS OF INFLECTION, AND/OR CENTER OF FITTINGS. 05.a 1298028.30 116190.37 17 WATER 179.05 3.46 6. THE CONTRACTOR SHALL MAINTAIN A COPY OF AN APPROVED SET OF PLANS ON THE BASIS OF BEARINGS NORTH 2216'45 WEST BETWEEN FOUND CITY OF AUBURN CONTROL MONUMENTS 509-007 05.1b 1298030.30 116190.10 2" GAS 179.05 1.65 CONSTRUCTION SITE AT ALL TIMES. 5. RESTRAIN ALL PIPE, FITTINGS, FLEXIBLE CONNECTORS. AND/OR FLANGED COUPLING ADAPTERS AT THE INTERSECTION OF 23RD ST HE AND E ST NE, AND 710-035 AT THE INTERSECTION OF 2ND ST NE AND N UNLESS OTHERWISE NOTED. THRUST PROTECTION SHALL BE ADEQUATE FOR TEST PRESSURES ST NE. 06.a 1298387.30 116113.01 60WATER 177.13 4.13 7. "LIMITS OF EXCAVATION" INDICATES THE MINIMUM MATERIAL REMOVAL REQUIRED DUE TO SPECIFIED. 06.1b 1298090.90 116109.67 2" GAS 178.85 2.82 GEOTECHNICAL RECOMMENDATIONS AND THE NATURE OF THE WORK. TAKE CARE NOT TO COA MON 509-007 COA MON 710-035 07.a 1298424.40 114952.52 12" WATER 183.16 3.74 EXCAVATE BEYOND THE LIMITS INDICATED IN THE CONTRACT DOCUMENTS. 6. LOCATION OF EXISTING UTILITIES ARE APPROXIMATE. CONTRACTOR SHALL EXPOSE EXISTING N: 122595.03 N: 116104.324 PIPE(S) OR STRUCTURE(S) TO WHICH NEW PIPE(S) IS/ARE CONNECTING. VERIFY EXACT E: 1295719.64 E: 298378.882 08.a 1298717.40 116134.39 60 WATER 176.85 3.39 8. "LIMITS OF GRADING" INDICATES THE MINIMUM DISTURBANCE AREA DUE TO FINISH GRADES. LOCATION, SIZE, MATERIALS, AND INVERT ELEVATIONS PRIOR TO SUBMITTING PIPE DRAWINGS. AIL ENCASED CONCRETE NIN CONIC. 2ND DIA SURFACE BRASSIE WITH LIMITS OF GRADING MAY NOT BE INCLUSIVE OF ALL PIPING, CONDUITS, OR DUCT BANKS. LIMITS NE FLOWLINE AT MOC OF CURVE X IN CONC AT INTRXN OF N STAND 2ND ST NE 08.6 1298]14.70 116124.63 6• WATER 1]6.]1 3.87 09.a 1299004.20 116155.50 6• WATER 174.02 3.32 OF GRADING MAY ALSO BE CALLED DAYLIGHT OR CONFORM LINE, WHICH ARE INTENDED TO BE 7. PROTECT EXISTING UTILITIES UNLESS OTHERWISE NOTED. NORTH OF 22ND NE AND E ST NE INTX. INTERCHANGEABLE. 09.b 1299136.20 116186.16 3/4•GAS 173.50 1.94 8. USE CAUTION WHEN WORKING IN PROXIMITY TO GAS. NOTIFY UTILITY COMPANY WHEN WORKING VERTICAL DATUM BASED ON WSDOT MONUMENT KC6994 9. "LIMITS OF WORK" INDICATES THE TOTAL AREA OF DISTURBANCE DUE TO THE NATURE AND WITHIN THE VICINITY, AND FOLLOW UTILITY SAFETY GUIDELINES AND OSHA REQUIREMENTS. "KING COUNTY BRASS DISK CEMENTED INTO A DRILL IN THE CONCRETE BRIDGE DECK, LEVEL WITH ROADWAY 1. DEPTH IS EXISTING SURFACE ELEVATION TO TOP OF UTILITY. SCOPE OF THE WORK. THE TERM MAY ALSO BE USED TO INDICATE AREAS WHERE ACCESS IS HAND DIG ALL CONSTRUCTION WITHIN 5 FEET HORIZONTALLY OF ANY GAS MAIN. CONTACT PSE SURFACE" LOCATED ON SR 167 OVERPASS OF 15TH ST NE. VISITED 7/5/2024 LIMITED OR RESTRICTED. INSPECTOR WHEN WORKING AROUND 6-INCH GAS MAINS. THOMAS RAMBERG (253)261-3153. TRANSFORMED FROM NAVD 88 TO NGVD 29 VIA NCAT ADJUSTMENT OF-3.54'+ 100'=181.709' 10. PROVIDE TEMPORARY TRAFFIC SIGNAGE IN ACCORDANCE WITH STATE AND LOCAL AGENCIES 9. USE CAUTION WHEN WORKING IN PROXIMITY TO OVERHEAD ELECTRICAL LINES. FOLLOW CITY OF AUBURN VERTICAL DATUM NOTE: DURING THE COURSE OF CONSTRUCTION. ELECTRICAL UTILITY SAFETY GUIDELINES AND OSHA REQUIREMENTS. TO CONVERT ELEVATIONS TO CITY OF AUBURN VERTICAL DATUM (NAVD 88), SUBTRACT 96.60' FROM THE ELEVATIONS PROVIDED. 11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TRAFFIC CONTROL WITHIN THE PUBLIC 10. CROSSING PIPELINES SHOWN IN PROFILE REPRESENT OUTSIDE DIAMETER UNLESS OTHERWISE RIGHT OF WAY IN ACCORDANCE WITH LOCAL ORDINANCES, NO WORK SHALL COMMENCE UNTIL NOTED. ALL REQUIRED TRAFFIC CONTROL MEASURES ARE IN PLACE, CONTROL POINTS 11. ORIENT ECCENTRIC MAINTENANCE HOLE(S) SUCH THAT THE LID IS OUTSIDE OF WHEEL PATH. SEE CIVIL DRAWINGS C1100 AND C1101 12. COORDINATES LOCATING MAINTENANCE HOLES ARE TO THE CENTER OF THE STRUCTURE. GRADING 13. SIZE OF FITTING SHOWN ON THE DRAWINGS CORRESPONDS TO THE ADJACENT STRAIGHT RUN OF PIPE, UNLESS OTHERWISE NOTED. MATCH TYPE OF JOINT AND FITTING MATERIAL TO NOTES: 1. ADJUST VALVE BOXES, PULL BOXES, VAULTS, AND MAINTENANCE HOLES TO FINISHED GRADES ADJACENT STRAIGHT RUN OF PIPE. UNLESS OTHERWISE NOTED. AND SLOPES SHOWN ON CIVIL GRADING DRAWINGS UNLESS OTHERWISE SHOWN OR SPECIFIED. 1. THE PURPOSE OF THIS TOPOGRAPHIC SURVEY IS FOR CIVIL ENGINEERING DESIGN. MAINTENANCE HOLES IN OPEN FIELDS SHALL BE SET ONE FOOT ABOVE GRADE. APPROXIMATE 14. COORDINATE AND PERFORM CONNECTIONS TO THE WORK OF OTHER CONTRACTORS, IF THIS IS NOT BOUNDARY SURVEY. SOURCES OF BOUNDARY INFORMATION AS RIM ELEVATIONS ARE SHOWN ON DRAWINGS. APPLICABLE. SHOWN INCLUDE FIELD -TIED MONUMENTATION, PLATS, COUNTY RECORDS OF SURVEY, AND AUDITOR INDEXING INFORMATION. THE FOLLOWING SOURCES WERE 2. GRADES SHOWN ARE TO TOP OF THE FINISHED SURFACE UNLESS OTHERWISE NOTED. UTILIZED TO ESTABLISH BOUNDARY AND RIGHT OF WAY LINES WHERE APPROPRIATE: TEMPORARY SEWER DIVERSION NOTES: COUNTY ASSESSOR MAP DEMOLITION PLAT OF GREEN RIVER VILLAGE DIV NO 1, VOL. 85 PG. 20 1. TEMPORARY SEWER DIVERSION PUMPING SYSTEM SHALL MEET THE REQUIREMENTS OF PLAT OF GREEN RIVER VILLAGE DIV NO 6, VOL. 95 PG. 60-61 1. DEMOLITION EXTENTS INDICATED IN DRAWINGS ARE THE MINIMUM REQUIRED COMPLETE THE SPECIFICATION SECTION 33 3140 AND PROVIDE THE FOLLOWING HYDRAULIC CAPACITIES: PLAT OF RIVERVISTA ESTATES DIV 1 VOL. 101 PG. 25-28 WORK. EXTENTS OF DEMOLITION REFLECTED IN THE CONTRACTOR'S BID SHALLL INCORPORATE PLAT OF LONE'S FIRST ADD TO AUBURN VOL. 55 PG.5-6 DEMOLITION MEANS AND METHODS. 1.A: THE FOLLOWING CRITERIAAPPLIES FOR WORK PERFORMED WITHIN THE DRY SEASON PLAT OF LONE'$ SECOND ADD TO AUBURN VOL. 92 PG. 55 (MAY 1 THROUGH SEPTEMBER 30). PLAT OF LONE'S THIRD ADD TO AUBURN VOL. 140 PG. 72-73 2. PROVIDE COORDINATES OF ABANDONED UTILITIES IN THE RECORD DRAWINGS. 1.A.1: 3 MGD FOR SEWER DIVERSION SYSTEMS UPSTREAM OF MAINTENANCE HOLE GR22-22. RIVER RIDGE TOWNHOMES CONDO VOL. 122 PG. 75-83 6 MGD FOR SEWER DIVERSION SYSTEMS DOWNSTREAM OF MAINTENANCE HOLE GR22-22. PLAT OF CARL NILSON 1ST ADD. VOL. 42 PG.7 ROS 199512129011 RECORDS OF KING COUNTY WASHINGTON RESTORATION 1.B: THE FOLLOWING CRITERIA APPLIES FOR WORK PERFORMED OUTSIDE THE DRY SEASON: 1.B.1: 4 MGD FOR SEWER DIVERSION SYSTEMS UPSTREAM OF MAINTENANCE HOLE GR22-22. 2. THE LOCATIONS OF EXISTING UNDERGROUND UTILITY SYSTEMS, AS SHOWN 1. SEE SHEET C1200 FOR GENERAL RESTORATION NOTES. 1.8.2; WORK OUTSIDE THE DRY SEASON SHALL BE COORDINATED WITH AND APPROVED BY THE HEREON, ARE TAKEN FROM UTILITY LOCATE PAINT MARKS OR AS -BUILT PLAINS AND COUNTY PRIOR TO PERFORMING THE WORK. ARE SHOWN IN AN APPROXIMATE WAY ONLY. 2. EXISTING LANDSCAPING SHALL BE PROTECTED IN PLACE. 2. A STANDBY PUMPING SYSTEM SHALL BE STORED ONSITE AND EASILY ACCESSIBLE AT ALL TIMES 3. FIELD SURVEY: KPG PSOMAS, AUGUST-OCTOBER, 2024. LICENSEE MICHAEL R. 3. LANDSCAPING DISTURBED OR DAMAGED DURING CONSTRUCTION SHALL BE RESTORED TO IN THE EVENT THAT THE PRIMARY PUMPING SYSTEM FAILS. BOWEN, P.L.S. NO. 29294/RONALD D. REICHEL, P.L.S. NO. 38015. EXISTING CONDITION. 3. TEMPORARY DIVERSION PUMPING SYSTEMS SHALL BE TESTED AND COMMISSIONED IN 4. CONTOUR INTERVAL =1 FOOT, t0.5 FOOT PER NATIONAL MAPPING STANDARDS. ACCORDANCE WITH SPECIFICATION SECTION 33 3140. CONTOURS DERIVED FROM DIRECT FIELD OBSERVATIONS. 4. TEMPORARY SEWER DIVERSION PUMPING SYSTEMS SHALL BE OPERATED IN A MANNER THAT 5. STORM AND SEWER CONNECTIONS HAVE BEEN DRAWN FROM CENTER OF LID TO PREVENTS SURCHARGED WATER LEVELS ABOVE THE PIPE CROWN OF THE M STREET TRUNK. CENTER OF LID, 5. ALL SEWER DIVERSION PIPING IS TEMPORARY AND SHALL BE REMOVED AFTER CIPP AND SPIRAL 6. THE LOCATIONS AND DIMENSIONS OF UNDERGROUND VAULTS HAVE NOT BEEN LINING WORK IS COMPLETE AND ACCEPTED BY THE COUNTY. VERIFIED AND ARE APPROXIMATE. 7. DUCTS ARE NOTED AS INDICATED IN THE FIELD BY UTILITY LOCATORS. MULTIPLE LINES ANDIOR UTILITIES MAY SHARE DUCT RUNS; THIS MAY NOT BE SHOWN IN THE DRAWING. PROJECT REF: FAC25-0008 THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S REQUIREMENTS. DEV. REVIEW ENGINEER: 08/19/2025 DATE APPROVED: DESIGNED/DRAWN: 3 DEPARTMENT OF NATURAL RESOURCES & PARKS DATE: Kennedy Jenks PERMIT ISSUE F'x,i�ml GYANOS NITS WASTEWATER TREATMENT MSTREET STREET DIVISION AT 025 G%AR gd�. PI%4�1i4'HsK DESIGN ENGINEER: B FUENTES WORK ORDER: "7 TRUNK REHABILITATION PROJECT DWG NO: DWG C�UU� mn R y� PROJECT ENGINEER: PROJECT NO: Osborn This document version is designed to contain sufficient relevant information for the applicable Permit Review submittal and approval process. M ACEVEDO 1139097 King County CIVIL NOTES AND NOTES SURVEY ELMS Doc No. LOCATION LOCATION CODEAL;: CONTRACT NO: Consulting www.osbomconsulting.com AUGUST 2025 �Wi�v CV531 KC000922 sHT No lrorPl # # REV No Q NO REVISION DESCRIPTION BY APVD DATE F VM G V H A B C V D E N 8 dog ,m 4t N 0 ON E d Mn el>vv �mN m �g LL W x W Ow E m ii a A A B C A D A E A F A G A H I MATERIAL SYMBOLS CIVIL LINETYPES i I - — — CENTERLINE 125 EXISTING CONTOURS DITCH EDGE OF GRAVEL ROAD ! CAST -IN -PLACE EXISTING PAVEMENT o CONCRETE — — MATCHLINE 125 PROPOSED CONTOURS x x CHAIN LINK FENCE EDGE OF ASPHALT B STRUCTURAL 7 CEMENT CONCRETE — — — — — INVISIBLE OR HIDDEN LINE — EXISTING EASEMENT - ARCHITECTURAL FENCE CURB AND GUTTER 5 CONCRETE PAVEMENT BREAKLINE . . . . . . . TCE . . . . . . . TEMPORARY CONSTRUCTION EASEMENT �� HANDRAIL PRECAST CONCRETE � HOT MIX ASPHALT (HMA) � EXTRUDED OR VERTICAL CURB DOWN IN SECTION PAVEMENT U GRID LINE ....... pE ....... PERMANENT EASEMENT • GUARDRAIL RAILROAD TRACKS MORTAR, GROUT, CEMENTCONCRETE BUILDING LIMITS ---------- PROPERTY LINE—IIIIII— SCREENING WALL �? SAND OR PLASTER°- . SIDEWALK Izzzzzz HOT MIX ASPHALT (HMA) BUILDING OUTLINE — — RIGHT OF WAY SAWCUT QUARRY SPALLS 4 MAR OR FOUNDATION SIDEWALK ROCKERY FINISHED GRADE (PROFILE) �_—_—_—_---_—_� LAYDOWN AREA No \\j NATURAL GROUND HOT MIX ASPHALT (HMA) BLOCK RETAINING WALL EXISTING GRADE (PROFILE) \\��\\��\\ OR SUBGRADE PAVEMENT IN SECTION COMPACT FILL OR SYMBOLS YARD PIPING LEGEND SETTLEMENT MONITORING & POTHOLING POINTS SUBGRADE PIPE BEDDING �y PIPE SIZE a PERVIOUS CONCRETE ❑ TYPE 1 CATCH BASIN SLOPE #•X-XX O• STRUCTURE SETTLEMENT POINT 4 �.\ PAVEMENT IN SECTION LANDSCAPE AREA ssP TYPE 2 CATCH BASIN ® EASEMENT NO. PIPE SYSTEM, SEE PIPING SURFACE SETTLEMENT POINT OPENING OR ® SYMBOLS IN SPECIFICATION sP DEPRESSION 17 v v v o WETLAND PIPE MATERIAL AND CLASS IN SLAB OR WALL v v v v �} MAINTENANCE HOLE �� MAILBOX CLUSTER SECTION 40 0501 (WHERE APPROPRIATE)SLOPE MONITORING POINT Camp OSLIDE GATE OPENING BOLLARD XXX.XX ELEVATION OF EXISTING GRADE NEAR SURFACE SETTLEMENT PIPE 2 � WETLAND RESTORATION �� PIPING < 12" DIAMETER Nssv AND DESIGNATION JJ +� XXX.X F-► 1 SIGNS AND/OR POSTS X PIPING > 12" DIAMETER VIBRATION MONITORING STATION GRASS -LINED _ urns CRUSHED GRAVEL CHANNEL �^'�, FC' •XX ELEVATION OF FINISH GRADE UTILITY SETTLEMENT POINT 0 1 DECIDUOUS TREE EC' NON -FREEZE HOSE VALVE (V-X) X = �usP `yr/ (AND EXISTING GRADE) NO. IN SPECIFICATIONS CONTROL DENSITY EROSION CONTROL % POTHOLING POINT FILL (CDF) '. SEEDING ` A NON -FREEZE HOSE VALVE WITH HOSE 04.a CONIFEROUS TREE BOG �;XX ELEVATION FOR TOP OF CURB (OR �� RACK (V-X) X = NO. IN SPECIFICATIONS WALL) AND BOTTOM OF CURB (OR WALL) BRUSH OR TREE LINE POST INDICATOR VALVE W.S. WATER SURFACE DEMOLITION SYMBOLS GTx O SOIL BORING & DESIGNATION GATE VALVE �_ WATER SURFACE LEVEL 0 ® MONITORING WELL BUTTERFLY VALVE + UTILITY POLE EXISTING ASPHALT TO EXISTING GRAVEL/ ® MONUMENT IN CASE UP BE REMOVED VEGETATION/LANDSCAPING®� PLUG VALVE E—} UTILITY POLE WITH ANCHOR TO BE REMOVED UP +® HORIZONTAL AND �— FLEXIBLE COUPLING EXISTING CONCRETESTRUCTURE VERTICAL CONTROL POINT E---ANCHOR TOBEREMOVED DECOMMISSION INPLACE SECTION CORNER oo WOOD POWER POLE 90° ELBOW UP 44 ®EXISTING STRUCTURE W/ LUMINAIRE �0 900 ELBOW DOWN Do TO BE REMOVED 00004 QUARTER SECTION CORNER LUMINAIRE BEND <900 UP "vvvvnnn, DECOMMISSION PIPE 4111 TRAFFIC DIRECTION ARROW METAL LAMP POST Ci BEND <900 DOWN SS`ffff REMOVE PIPE TRAFFIC TURN ARROW C]HH HANDHOLE p CONCENTRIC REDUCER PLUG PIPE q CENTERLINE POWER OR UTILITY VAULT CAP OR PLUG 2 it PROPERTY LINE ❑� POWER TRANSFORMER TESC SYMBOLS �'Q CLEANOUT O HUB AND TACK Q ELECTRICAL MAINTENANCE HOLE THRUST BLOCK ❑ TEMPORARY JERSEY • REBAR ❑E ELECTRICAL BOX — — — — — — FIRE HYDRANT CATCH BASIN INSERT BARRIER ® REBAR/PIPE AND CAP #XXXX 57+00 ALIGNMENT STATIONING FIRE DEPARTMENT CONNECTION ® TREE REMOVAL TREE `' COMPOST SOCK O IRON PIPE XX�/o/o SLOPE ARROW AND VALUE WATER METER Do PRV PRESSURE REDUCING VALVE SLOPE/SPAN DOUBLE DIRECTION CHECK VALVE PROTECTION LDS CHEMICAL LEAK DETECTION STATION IRRv IRRIGATION CONTROL VALVE rV_jVALVE BOX SF— SILT FENCE PRESSURE RELIEF VALVE o DcvA DETECTOR CHECK VALVE ASSEMBLY m Nrr HIGH VISIBILITY FENCE (DCVA) n f AGM GAS METER 1 'eI cw COIR WATTLE EROSION PROTECTION RPBA REDUCED PRESSURE BACKFLOW PROJECT REF: FAC28-0008 ASSEMBLY �Gosv GAS VALVE THESE PLANS ARE APPROVED FOR CONFORMANCE CLEARING AND GRUBBING LIMITS WITH THE CITY OF AUBURN'S REQUIREMENTS. CP CORROSION PROTECTION TEST STATION CULVERT J — GAS GAS — GAS LINE DEV. REVIEW ENGINEER: D DATE APPROVED: 08/19/2025 `m o DESIGNEDIDRAWN: s DEPARTMENT OF NATURAL RESOURCES & PARKS DATE: ••*W••• GYANOS NTS WASTEWATER TREATMENT DIVISION AUGUST 2025 Ki Kennedy Jenks PERMIT ISSUE ,L DESIGN ENGINEER: WORK ORDER: ,7 M STREET PROJECT DWG NO: Acw rLev,T'e5.1i BFUENTES TRUNK REHABILITATION C00o^ 'Qn! N, ,t7. Il PROJECT ENGINEER: PROJECT NO: I L This document version is designed to containECMS DOG No. YOsborn sufficient relevant information for the applicable M ACEVEDO 1139097 King COulYty Permit Review submittal and approval process. rs�a0LOCATION CODE: CONTRACT NO: CIVIL LEGEND AND SYMBOLS • • www.osbomconsulting.com NALE"•� 7TNo iroru Rev NoNO REVISION DESCRIPTION BY APVD DATE AUGUST 2025 •�� CV531 KC000922 # jk O A B C D E F G V H W WU IIII C LL GENERAL NOTES: CITY OF AUBURN GRADING AND EROSION CONTROL NOTES: �J 3 m � m 1 I g Y U �gd m U m0 m"$E rd �2 UU�m am w �gd W W Y Q DOw m un-x COVER SPOILS WITH 6-MIL REINFORCED PLASTIC COVERING WITH T MIN OVERLAP OF JOINTS, WEIGHT DOWN WITH PLASTIC AS REQUIRED ANCHOR EDGES OF PLASTIC SHEETING WITH SAND BAGS SPACED 6' OC MAX — CONTINUOUS 2-0" MIN SAND BAGS MOUND SOIL OR STOCKPILE MATERIAL TO ENSURE POSITIVE RUNOFF NOTES 1. RIPS AND TEARS IN THE PLASTIC SHEETING SHALL BE REPAIRED IN A TIMELY MANNER PER THE SPECIFICATIONS. 2. MATERIAL SHALL BE STOCKPILED AT NO MORE THAN 1 TO 1 SLOPE 3. THE TOE OF THE STOCKPILE SHALL BE NO CLOSER THAN 2-F7 FROM THE EDGE OF EXCAVATION. 4. STOCKPILE HEIGHT SHALL NOT EXCEED 10-FT. STOCKPILE 1 SCALE: NTS - 1. WITHIN THE CITY OF AUBURN, ALL REQUIRED SEDIMENTATION AND EROSION CONTROL FACILITIES INDICATED ON THE PLANS MUST BE CONSTRUCTED AND IN OPERATION PRIOR TO LAND CLEARING AND/OR OTHER CONSTRUCTION ACTIVITIES. THESE FACILITIES SHALL BE MAINTAINED AND UPGRADED, IF NECESSARY, TO ENSURE THAT SEDIMENT -LADEN WATER AND STORM DRAINAGE RUNOFF DOES NOT IMPACT THE ADJACENT PROPERTIES, NATURAL DRAINAGE WAYS, OR THE EXISTING CITY STORM DRAINAGE SYSTEM, 2. THE SOURCES FOR ALL MATERIAL IMPORTED TO THE SITE SHALL BE APPROVED BY THE CITY. 3. THE STORM DRAINAGE DETENTION (RETENTION IF INFILTRATION SYSTEM IS USED), SEDIMENTATION AND EROSION CONTROL FACILITIES DEPICTED ON THE APPROVED DRAWINGS ARE INTENDED TO BE MINIMUM REQUIREMENTS TO MEET ANTICIPATED SITE CONDITIONS. ADDITIONAL DRAINAGE AND EROSION CONTROL FACILITIES MAY BE REQUIRED AS SITUATIONS WARRANT DURING CONSTRUCTION. THE IMPLEMENTATION, MAINTENANCE, REPLACEMENT AND ADDITIONS TO THESE CONTROL SYSTEMS SHALL BE THE RESPONSIBILITY OF THE PERMITEE. 4. THE TEMPORARY EROSION CONTROL FACILITIES, INCLUDING ALL PERIMETER CONTROLS AND THE DETENTION (RETENTION IF INFILTRATION SYSTEM IS USED), CONTROL PONDS, SHALL REMAIN IN PLACE UNTIL FINAL SITE CONSTRUCTION IS COMPLETED. AFTER CITY APPROVAL, THE CONTRACTOR WILL BE RESPONSIBLE FOR REMOVING ALL TEMPORARY FACILITIES, 5. THE CONTRACTOR WILL BE REQUIRED TO WATER THE SITE, AS NECESSARY, TO REDUCE DUST EMISSIONS AS A RESULT OF CONSTRUCTION ACTIVITY. 6. NO TRACKING IN THE ROADWAY IS ALLOWED. IF SEDIMENT IS TRACKED ONTO THE ROAD, THE ROAD SHALL BE THOROUGHLY AND IMMEDIATELY CLEANED BY SHOVELING OR PICKUP SWEEPING. TRANSPORT SEDIMENT TO A CONTROLLED SEDIMENT DISPOSAL AREA. KEEP STREETS CLEAN AT ALL TIMES. 7. ALL AREAS OF ACTIVE EARTHWORK WHICH HAVE THE POTENTIAL FOR EROSION AND SEDIMENTATION IMPACTS ON ADJACENT PROPERTIES, NATURAL DRAINAGE WAYS, OR THE EXISTING CITY STORM DRAINAGE SYSTEM MUST BE STABILIZED ACCORDING TO THE FOLLOWING SCHEDULE: FROM MAY 1 TO SEPTEMBER 30, AREAS AT FINAL GRADE AND THOSE THAT ARE SCHEDULE TO REMAIN UN -WORKED FOR MORE THAN SEVEN (7) DAYS SHALL BE STABILIZED. FROM OCTOBER 1 TO APRIL 30 EARTHWORK ACTIVITIES SHALL BE CONDUCTED IN STAGES IN ORDER TO MINIMIZE SOIL EXPOSURE. EXPOSED SOILS THAT WILL REMAIN UN -WORKED FOR MORE THAN TWO (2) DAYS SHALL BE STABILIZED IMMEDIATELY, TESC DETAIL NOTES 1. STOCKPILES SHALL BE COVERED AS SHOWN ON DETAIL 1 HEREON. 2. CATCH BASIN INLET PROTECTION SHALL BE PER CITY OF AUBURN STANDARD DETAIL E-03.2 AND SHALL BE PROVIDED FOR ALL INLETS WITHIN THE WORK AREA AND WITHIN 100 FEET OF THE WORK AREA AND ALL HAUL ROUTES. PROJECT REF: FAC25-0008 THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S REQUIREMENTS. DEV. REVIEW ENGINEER: 08/19/2025 DATE APPROVED: DESIGNEMDRAWM s DEPARTMENT OF NATURAL RESOURCES & PARKS DATE: Kennedy Jenks PERMIT ISSUE %AR GYANOS NTS WASTEWATM STRETIR TMENT DIVISION AUGUST 2025 DESIGN ENGINEER: WORK ORDER: STREET PROJECT DWG NO: TRUNK REHABILITATION C000A B FUENTES 3 mn t7 y� PROJECT ENGINEER: PROJECT NO: This document version is designed to contain ,7STR9 ECMS DOG NO. sufficient relevant information for the applicable M ACEVEDO 1139097 King COulYty Permit Review submittal and approval process. fto Map TESC NOTES AND DETAILS :ALE�G� LOCATION CODE: CONTRACT NO: SHT NOITOTPL I REV NO NO REVISION DESCRIPTION BY APVD DATE www.osbomconsulting.com AUGUST 2025 �WVjV # p Q CV531 KC000922 J C� a SCALE IN FEET 0,F % , \ 205 \ tiDr2 \ �F \ F2/ C1102 (SEE NOTE 2) \ 204 \ L AUBURN 50 MUNICIPAL AIRPORT C1103 (SEE NOTE 2) 24TH STREET NE C1103 (SEE NOTE 2) u 206 ) A , , I 4AC /I 101 -1 I I � 10 "I 103 7 1! LAYDOWN AREA NO. 1 J 22ND STREET NE 100 I I_\7 •ZHri9 � C1:i 7_\ � [•S'a SURVEY CONTROL POINTS (1 OF 2) PT# DESCRIPTION NORTHING EASTING 50 SPIKE 122188.10 1295693.19 157.06' 100 SPIKE 122146.90 1296181.47 158.67' 101 SPIKE 122876.45 1296194.10 156.70' 102 SPIKE 122898.73 296700.16 156.28' 103 SPIKE 122866.99 1297064.98 158.55' 104 ISPIKE 122883.17 1297623.56 156.88, 105 SPIKE 122873.17 1298024.54 160.63' 106 SPIKE 122120.59 1297969.48 159.79' 107 SPIKE 121500.41 1297958.67 159.04' 108 SPIKE 120863.68 1297999.82 161.25' 109 SPIKE 120264.86 1297994.10 162.20' 110 SPIKE 119879.36 1297962.42 164.86' 111 SPIKE 1119870.36 1298481.20 163.86' 112 SPIKE 119897.90 1298948.13 163.46' 113 SPIKE 119381.31 1298967.21 162.76' 114 SPIKE 119258.62 1298721.78 162.97' 115 SPIKE 118851.58 1298776.24 163.69' 200 SPIKE 122181.99 1297965.78 160.06' 201 SPIKE 120634.18 1297946.33 162.68' 202 SPIKE 120526.09 1297947.44 163.46' 203 SPIKE 122576.43 1295736.67 156.01' 204 SPIKE 122589.38 1295504.08 154.99' 205 SPIKE 122852.37 1295507.16 153.35' 206 SPIKE 122914.64 1296403.06 156.66' 207 SPIKE 119930.79 1297937.09 164.43' 208 SPIKE 119875.65 1298195.73 164.27' 209 SPIKE 119924.12 1298599.07 164.15' 210 SPIKE 119928.88 1298189.51 164.05' 213 SPIKE 119310.47 1298449.51 166.69' REVISION DESCRIPTION DATE ■ rr I I 11111111.1� I �� 1111111 r o. ■11� II111111,IIIIi. IIIIIIIIIII,I� ��I Lo 0 O 109 0 I� M STREET TRUNK ZONE 36 (PACKAGE 2) M STREET TRUNK ZONE 30 (PACKAGE 1) START ZONE 30 CIPP UV CURE AT GR22-12A END ZONE 30 CIPP UV CURE START ZONE 30 CIPP STEAM CURE AT GR22-14 \ v END ZONE 30 CIPP STEAM CURE AT GR22-15 207 jU/X 210 I C1105 j 20'9 110 f H 208 I 1111 Ki I Kennedy Jenks I PERMIT ISSUE www.osbomeonsulting.com This document version is designed to contain sufficient relevant information for the applicable Permit Review submittal and approval process. 112 113 7 ai \TIN m Z GENERAL NOTES: 1. SEE DRAWING C1121 FOR SADDLE STRUCTURE SCHEDULE. 2. DRAWINGS C1102, C1103,131106 AND SECTIONS OF C1104 AND C1107 ARE NOT INCLUDED IN PACKAGE 1. THESE DRAWINGS WILL BE INCLUDED IN PACKAGE 2. 3. SEE SURVEY NOTES ON DRAWING C0001 FOR HORIZONTAL AND VERTICAL DATUM INFORMATION AND FOR CONVERSION TO CITY OF AUBURN VERTICAL DATUM. THE FOLLOWING MAINTENANCE HOLES SHALL BE REHABILITATED AND COATED PER SPECIFICATION SECTION 09 90 00 33 05 61, AND PER DETAIL 2/C4104: MAINTENANCE HOLE REHABILITATION SCHEDULE HOLE ID DRAWING MAINTENANCE HOLE SIZE (IN RIM (FT) INVERT(FT) DEPTH(FT SURFACEAR (FTA2) G22-12 C1104 72 158.75 150.50 8.25 212 GR22-12A C1104 54 161.74 151.50 10.24 177 GR22-13 C1104 48 161.71 151.70 10.01 151 GR22-13A C1105 48 163.21 152.30 10.91 162 GR22-14 C1105 54 164.44 154.10 10.34 178 GR22-15 C1105 72 164.59 154.10 10.49 254 GR22-24 C1107 54 174.29 162.00 12.29 206 GR22-25 C1107 54 174.95 162.50 12.45 208 GR22-26 C1108 54 176.59 162.60 13.99 230 GR22-27 C1108 54 176.95 162.80 14.15 232 GR22-28 C1108 54 177.29 163.00 14.29 234 GR22-29 C1108 54 177.93 163.50 14.43 236 GR22-30 C1108 96 179.41 163.40 16.01 503 GR22-30A C1108 48 179.38 170.30 9.08 139 GR21-31 C1108 48 180.36 172.40 7.96 125 GR21-32 C1108 48 182.01 174.40 7.61 121 GR21-33 Cl 109 48 184.81 176.60 8.21 128 GR21-34 Cl 109 48 186.86 178.80 8.06 126 GR21-34A Cl 109 84 187.16 179.00 8.16 256 NOTES: 1. MAINTENANCE HOLE SIZE IS PER GIB INFORMATION. CONTRACTOR SHALL VERIFY MAINTENANCE HOLE SIZE PRIOR TO REHABILITATION. REHABILITATION SCHEDULE (1 OF 2) STATION START MAINTENANCE HOLE ID START STATION END JIi MAINTENANCE HOLE ID END REHABILITATION TYPE DIAMETER (ZONE) (IN) DRAWING 1054+73.84 GR22-12A 1065+29.74 GR22-14 CIPP- UV CURE 130 C1104 - C1105 1065+29.74 1 GR22-14 1065+44.36 GR22-15 CIPP-STEAM CURE 130 C1105 PROJECT REF: FAC260008 THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S REQUIREMENTS. DEV. REVIEW ENGINEER: 08/19/2025 DATE APPROVED: DESIGNEMDRAWN: s DEPARTMENT OF NATURAL RESOURCES & PARKS DATE: G YANOS 1" = 300' WASTEWATER TREATMENT DIVISION AUGUST 2025 i MSTREET TRUNK REHABILITATION DESIGN ENGINEER: WORKORDER: PROJECT DWG NO: B FUENTES 9 REHABILITATION KEY MAP 1 C 1100 PROJECT ENGINEER' PROJECT NO: ECMS DOG NO'. M ACEVEDO 1139097 King COulYty AND SCHEDULES ZONE 30 LOCATION CODE: CONTRACTNO: SHT NO I TOTAL I REV NO 0 CV531 KC000922 # # 1 GENERAL NOTES: W WU IIII C LL �J wl � 0 0 m 2 U JC U 0 m � 0 U Yq a o U U E0 C m Ey U' X m omv'�i UE ram$ o rya w �gi LL gym w ywx 63 o'ow m Uux SCALE IN FEET END ZONE 24 SPIRAL WOUND AT GR22-30 START ZONE 18 SPIRAL WOUND AT GR22-30A - 221 320 REVISION DESCRIPTION MATCHLINE - 116 -252 8TH ST NE 15 :E DWG G1100 � 211 212 to N O W O z UW JW W �/� 119L-12 hw O � z U� Z h 12 1 M STREET ZONE 24 (P� 11) 14 1. - C11 215 124 �� ^ ��N� 122 z1s _ 2ND ST _ i 0) O r A 220 12811 OVERPASS RAILROAD ,a DATE dl' M STREET TRUNK ZONE 30 (PACKAGE 2) 118 l__L_L_L 0 *214 I IT H 4 START SPIRAL WOUND AT GR22-24 r rTl LATERAL REINSTATEMENT SCHEDULE LATERALID LATERAL POSTITION Alb TERAL DIAMETER (IN) STATION NORTHING EASTING DRAWING 30-50 9 O'CLOCK 6 1056+62.94 120790.7936 1297988.2053 01105 30-48 2 O'CLOCK 6 1057+45.48 120708.2687 1297986.9372 C1105 30-47 1O'CLOCK 6 1058+08.94 120644.8094 1297985.9621 C1105 30-62 90'CLOCK 6 1058+93.56 120560.1971 1297984.7652 C1105 30-61 2O'CLOCK 6 1060+06.25 120447.5231 1297983.2500 C1105 30-60 11 O'CLOCK 6 1060+26.66 120427.1089 1297982.9755 C1105 30-59 11 O'CLOCK 6 1061+05.31 120348.4725 1297981.9181 C1105 30-58 11 O'CLOCK 6 1061+34.80 120318.9852 1297981.5215 C1105 30-57 1O'CLOCK 6 1062+11.50 120242.2885 1297980.4901 C1105 30-56 11 O'CLOCK 6 1062+55.88 120197.9131 1297979.8934 C1105 30-55 1 O'CLOCK 6 1062+80.49 120173.3045 1297979.5625 C1105 30-54 1O'CLOCK 6 1063+00.29 120153.5050 1297979.2962 C1105 30-53 2O'CLOCK 6 1063+95.45 120058.3581 1297978.0167 C1105 30-51 10 O'CLOCK 6 1064+04.80 120049.0048 1297977.8909 C1105 30-52 10 O'CLOCK 6 1064+00.21 120053.6013 1297977.9528 C1105 30-63 10 O'CLOCK 6 1065+33.29 119921.7509 1297978.8881 C1105 24-125 2O'CLOCK 6 1119+51.08 116108.0173 1298165.6801 C1108 18-127 11 O'CLOCK 6 1131+25.49 115051.3467 1298031.6703 C1109 18-126 10 O'CLOCK 6 1132+29.00 114947.8449 1298030.0142 C1109 NOTES: 1. LATERAL REINSTATEMENT SCHEDULE INDICATES THE LATERALS IDENTIFIED BASED ON CCTV REVIEW. CONTRACTOR IS RESPONSIBLE FOR VERIFYING LATERAL SIZE, LOCATION, AND MATERIAL AND FOR REINSTATING ALL LATERALS ENCOUNTERED ALONG THE M STREET TRUNK REHABILITATION EXTENTS. 2. CONTRACTOR SHALL COORDINATE AS NECESSARY WITH RESIDENTS, BUSINESS OWNERS, ETC., TO RESTRICT FLOWS DURING LATERAL REINSTATEMENT. 3. REINSTATE LATERALS PER SPECIFICATION SECTIONS 33 0130.72 AND 33 01 30.90, AND PER DETAIL 3/C4104 Ki I Kennedy Jenks I PERMIT ISSUE www.osbomeonsulting.com This document version is designed to contain sufficient relevant information for the applicable Permit Review submittal and approval process. 1. SEE DRAWING C1121 FOR SADDLE STRUCTURE SCHEDULE. 2. DRAWINGS C1102, C1103, C1106 AND SECTIONS OF C1104 AND C1107 ARE NOT INCLUDED IN PACKAGE 1. THESE DRAWINGS WILL BE INCLUDED IN PACKAGE 2. 3. SEE SURVEY NOTES ON DRAWING C0001 FOR HORIZONTAL AND VERTICAL DATUM INFORMATION AND FOR CONVERSION TO CITY OF AUBURN VERTICAL DATUM. SURVEY CONTROL POINTS (2 OF 2) PT 15 MAG ING 117845.30 EA 1298930.88 170.82' 51 SPIKE 121185.75 1295681.47 159.76' 116 SPIKE 118600.26 299021.40 162.90' 117 SPIKE 118052.90 1299016.72 167.95' 118 SPIKE 117756.53 1299029.28 171.77' 119 ISPIKE 117449.59 1298648.82 172.46' 120 SPIKE 117378.09 1298984.08 170.69' 121 SPIKE 116812.10 1298973.40 172.69' 122 SPIKE 116115.70 1298980.54 173.91' 123 SPIKE 116098.58 1298594.36 176.58' 124 SPIKE 116103.77 1298076.10 178.73' 125 SPIKE 115375.08 1298004.95 181.43' 126 SPIKE 114902.41 1298004.30 184.78' 127 SPIKE 114470.59 1297997.80 187.1V 128 SPIKE 114145.84 1298058.03 182.28' 129 SPIKE 114147.91 1297371.59 190.00, 130 SPIKE 115468.82 1298350.66 180.75' 131 SPIKE 114985.60 1298438.97 183.29' 132 SPIKE 114459.19 1298387.36 185.43' 211 MAG-FL 118684.78 1299017.33 162.50' 212 SPIKE 118528.54 1299027.99 163.62' 214 SPIKE 117426.40 1299127.50 170.89' 215 SPIKE 116068.72 1297927.84 180.63, 216 SPIKE 116070.66 1297988.36 180.33' 217 SPIKE 114495.16 1298060.81 186.70' 218 SPIKE 114164.57 1297701.16 189.13' 219 MAG 114166.71 1297839.67 185.98' 220 SPIKE 114332.37 1298058.69 186.90' 221 SPIKE 116087.63 1297737.53 182.25' 250 MAG 116136.48 1298693.44 175.99' 251 SCRIBE 116113.28 1298405.50 176.78' 252 SCRIBE 118135.56 1298942.89 1167.37' 320 SPIKE 115578.23 1297732.74 1182.40, REHABILITATION SCHEDULE (2 OF 2) N START MAINTENANCE HOLE ID START STATION END MAINTENANCE HOLE END D 1111+29.88 1 GR22-24 1120+68.42 GR22-30 SPIRAL WOUND 124 C1107-C1108 1120+68.42 1 GR22-30A 1137+54.54 GR21-34A SPIRAL WOUND 118 C1108-C1109 PROJECT REF: THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S REQUIREMENTS. DEV. REVIEW ENGINEER: 08/19/2025 DATE APPROVED: G YANOS 1" = 300' WASTEWATER TREATMENT DIVISION AUGUST 2025 i MSTREET TRUNK REHABILITATION �] REHABILITATION KEY M /L r L /'1 MAP DESIGN ENGINEER: B FUENTES WORK ORDER: PROJECT PROJECT DWG NO: C 1101 PROJECT ENGINEER: PROJECT NO: ECMS DOG NO'. M ACEVEDO 1139097 �+_ KIr1 UI'Yt y AND SCHEDULES ZONES 18=30 LOCATION CODE: CONTRACTNO: SHT NO I TOTAL REV NI CV531 KC000922 # # I 40 20 0 40 w� U 0 SCALE IN FEET 4 I � - oZ plm F a og¢ 4m �z ,1 38+00 / _ 10&3P00 D 5 it o � <�p on w8z rU g' 00 SITE PLAN SCALE: 1"=40' 3" CONC so nn---sD —_— 10 S- M NOT INCLUDED IN PACKAGE 1. WILL BE O INCLUDED IN SEPARATE PACKAGE 2 N 22-n> ;012 I3 9.98 p /-150 7 E-.�6" ' r CONC -1- m /_ r 1 1 ar a- I'i�e. O �30" 3� 1041 00 _ 0 10.42+100 - - - 1043+00 4044+00 'so 9945+0¢ 1046+00 104 a M STREET NE b �I� _ + m SD - a -IL'—W�. '�_f-rw - - <IV�, i.:~-- rr o- _ � H _ - — W P �. S z �J ,< �" N Ergo 4 11'a _.� ram' 0 STA 1054+73.84 GR22-12A BEGIN 30" CIPP sD- 1054+00 - � Ac SD SID W MSTTRUNK GR22-12A F.� MSTTRUNK.GR22-13 RIM 161.71 I.E. 151.7 N., 30" CONC I E1 1.77 I.E. 153.3 BE., 8" CONIC I.E. 151.7 S. 30" CONC I E151. 7 I.E. 152.9 W., 8" CONC F>� 1os ac RIM 181.74 ti I.E. 151.5 N., 30" CONC LE.151.55 LE. 153.1 E., 8" CONC W ----+-- I.E. 151.5 S 30" CONC Z W ar I.E.151.55 2 p y ~ H GENERAL NOTES: 1. SEE SEWER DIVERSION PLANS FOR FURTHER DETAIL REGARDING LOCATIONS AND ELEVATIONS FOR PROPOSED MAINTENANCE HOLES AND SADDLE STRUCTURES. 2. SEE SURVEY NOTES ON DRAWING C0001 FOR HORIZONTAL AND VERTICAL DATUM INFORMATION AND FOR CONVERSION TO CITY OF AUBURN VERTICAL DATUM. 3. SEE DRAWINGS C1100 AND C1101 FOR SEWER AND MAINTENANCE HOLE REHABILITATION SCHEDULES. 4. SEE LATERAL REINSTATEMENT SCHEDULE ON C1101. 5. PROTECT AND PRESERVE EXISTING SURVEY MONUMENTS DURING CONSTRUCTION. IF MONUMENT LOCATION IS COMPROMISED, REMOVE MONUMENT AND INSTALL NEW MONUMENT PER WAC 332-120 AND CITY OF AUBURN STANDARD DETAIL T-46. 6. SEE C0001 FOR POTHOLING TABLE. MAINTENANCE HOLE TERMINATION FOR CIPP LINING PER DETAIL 1/C4104 O MAINTENANCE HOLE REHABILITATION PER DETAIL 2/C4104 DATUM CONVERSION: NAVD 88 = METRO-96.60' AUBURN AIRPORT Line Repair ®AREA SHOWN ON THIS PLAN KEY PLAN SCALE: NTS THESE PER ARE APPROVED 7L THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S REQUIREMENTS. SITE PLAN DEV. REVIEW ENGINEER: 08/19/2025 SCALE: 1 "=40' DATE APPROVED: DESIGNEDIDRAWM s DEPARTMENT OF NATURAL RESOURCES & PARKS DATE: Kennedy Jenks PERMIT ISSUE %AR GYANOS 1"=4O' WASTEWATM STR TREATMENT DIVISION AUGUST 2025 F'rc"mi��. DESIGN ENGINEER: WORKORDER: "7 STREET PROJECT DWG NO: j B FUENTES TRUNK REHABILITATION C 1104 N(1 R y� PROJECT ENGINEER: PROJECT NO: This document version ition for th to contain REHABILITATION PLAN ZONE 30 E°Ma DOG N°' sufficient relevant information far the l applicable %M ACEVEDO 1139097 Kin �V Permit Review submittal and approval process.r'-'o LOCATION CODE: CONTRACT NO: y STA 1037 50 TO STA 1056 50 NO REVISION DESCRIPTION BY APVD DATE www.osbomconsuting.com AUGUST 2025 ►�i'ii� + + sHT8No 1To# REV Noo CV531 KC000922 fu LAYDOWN AREA NO. 2 550'x20 _ - r , n , �!'. . - !T- RIM :. _12) i01 7 1, 1 . � E. 15 CON C _ N+00— ;D _15g48+00 - sD ------ 1nao+n9D ---- --- — sd050+00 S- S- I s o p oso SD sD So SD o W W W Q _ 107 UJ �^^ L J twoi SMH 2056 (510-73) RIM 159.63 E. 152.1 E.B" PVC IE 1 W., 8" PVC 1 , W IIII T 40 20 0 40 0 SCALE IN FEET LL a .. y _ SIM 2271)� RIM 161.47 C6P1W -IT _ yfz- wl � no= .. � wE1538 PVC o 0 IE1538 N ZV I 11 15TP ! Oh`ip w J CL7 30"SS-CP Ut 1058+ - 3 - o w AG loss+oo =,- G - oso+oo s 1061+o0M STREET NE 30-55 1063+00 10 N ' a-308 5 &47 O$ 308D _ cc O8 30-61 DO O0o 3057 35 O5 30-3 OSD - -h ' ACw AC DOs D r -q - - �+ - v<�i _ Z MSTTRUNK.GR22 13A s - �ti DO v.�.i,. RIM 183.21 }:�`. zr _ _- _ anew (1) I.E. 152.3 N., 30"GONG LE152.37 wog - a +^ ,'✓ ° csj m = LE. 159.1 BE., 4"PVC I. E. 152.3 S., 30"CONC I.E.152.37F�a - 1p 1. E. 153.6 W., 8" CONIC _ 3 fi 0 0 O a m 2 U JC U a 0 m ro 3 Y 7 n ah o j U U E0 rc m° Ey �L9X V � m UEU 0j< 0m"uJ a E c c " M z WM K � W X Bu 63 0 g JJ m unx MATCH-LIIN�E STA 1064+00 - SEE DWG ABOVE (5 )30-5 !77 YOS 3o.e1 TRUNK.GR22-14 TA Z RIM 164.44 STA 1066+87.98 E 154.1 N.,: CONC RIM 164.20 WI.E.154.1 SE., 30" CONIC II..E. 154.36 LE. 154.68 E., 30" RCP 11,11.1 �6X4�-\ I.E. 154S W., 12 CONIC I.E. 154.36 1. E. 154.66 W., 30" RCF STA 1065+44.36 GR22-15 END 30" CIPP �- ©' 110 5PIK 6 WOODJ l� sjdR sso43 (610I MSTTRUNK GR22 15 W I 1553N 8"c RIM 16459 I 155.3 NE 12 L E. 154.1E , 30" CONIC I E K4.47 I.E 1553 W, 1) 1. E. 155.6S, 6"CONC :7 I. E. 154.1 IXII 30" CONIC L%E154.47 I I r n REVISION DESCRIPTION DATE .b 04.a IRN SITE PLAN SCALE: 1"=40' I� X1_964.20 N . R22-15 (RIM0"0" RC E 1298218.57 I rAk PneCEL N0: CC rL]E E00� -_sD 1 + OL 1 2 3 coo -w-- 1 TAX PARCEL N0: n\X ARCEL N0: _ I MIT 630-0010 OIAOLIAN 356 EEEUA 0020 r WU gAOLIAN LEASE OVANE & L15.1 7 PI P 1071 ii L- IN 14TH ST NE ^i% p; O „ Y i EI •ra r ..rr�,, a PP/ 1 in 35fi6 0 h - GONQ EZ AN RIM 164.43 I . 1554 SE., 30° CONC TAX P RMTdO: 356630-0050 III THI I TAX PARCEL NO ,l 734940-0290 I.E. 1;j4 W, 30" CONC GUYEN VAN+LANH R00AJ THOMAS J} R1 MH 1020 r 1 209 " 1 - V1NYL EC RIM 164_23 - SPIKE w2• I 15).8 W., 8" PVC.. IA - _ 1 72+00 S SD SD I: 019 � % INFEUM GL HIT ATT -AX PARCEL NO. a 139920-0035 U/C / HENRY JENNELL & ROBERT 0 SITE PLAN SCALE: 1"=40' Ki I Kennedy Jenksll PERMIT ISSUE This document version is designed to contain sufficient relevant information for the applicable Permit Review submittal and approval process. www.osbomeonsulting.com I AI Irl IQT oms P F T PARCEL N0: 9920-0285 VO LDT ROLAND S I 1t I G YANOS 1" = 40' DESIGN ENGINEER: WORKORDER: B FUENTES PROJECT ENGINEER: PROJECT NO: M ACEVEDO 1139097 LOCATION CODE: CONTRACT NO: CV531 KC000922 E. 1554 S., 30' CONS)f r1 E 1554, NW., 30• CONIC' 'I R TACEL1 O ---Z7494 03 ESMT552226$N+ A 1 mod _ ',X PACE NO: 3491 10 GENERAL NOTES: 1. SEE SEWER DIVERSION PLANS FOR FURTHER DETAIL REGARDING LOCATIONS AND ELEVATIONS FOR PROPOSED MAINTENANCE HOLES AND SADDLE STRUCTURES. 2. SEE SURVEY NOTES ON DRAWING C0001 FOR HORIZONTAL AND VERTICAL DATUM INFORMATION AND FOR CONVERSION TO CITY OF AUBURN VERTICAL DATUM. 3. SEE DRAWINGS C1100 AND C1101 FOR SEWER AND MAINTENANCE HOLE REHABILITATION SCHEDULES. 4. SEE LATERAL REINSTATEMENT SCHEDULE ON C1101. 5. PROTECT AND PRESERVE EXISTING SURVEY MONUMENTS DURING CONSTRUCTION. IF MONUMENT LOCATION IS COMPROMISED, REMOVE MONUMENT AND INSTALL NEW MONUMENT PER WAC 332-120 AND CITY OF AUBURN STANDARD DETAIL T-46. 6. SEE C0001 FOR POTHOLING TABLE. KEY NOTES: O1 SADDLE STRUCTURE PER COUNTY STANDARD DETAIL 3305-420. SEE DRAWING C4100 O2 MAINTENANCE HOLE CONSTRUCTION WORK AREA PER DETAIL 3/C4102 O SEE C1123 FOR ASSOCIATED SEWER DIVISION PLAN ® MAINTENANCE HOLE TERMINATION FOR CIPP LINING PER DETAIL 1/C4104 O LATERAL REINSTATEMENT PER SPECIFICATION SECTION 33 01 30.72 AND 33 01 30.90, AND PER DETAIL 31C4104 © MAINTENANCE HOLE REHABILITATION PER DETAIL 21C4104 DATUM CONVERSION: NAVD 88 = METRO-96.60' lIRTART ®AREA SHOWN ON THIS PLAN KEY PLAN SCALE: NTS 1ENRY:R+ Di PROJECT REF: FAC25-0008 THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF ALIBURN'S REQUIREMENTS. �{ -ar 1 DEV. REVIEW ENGINEER: 08/19/2025 DATE APPROVED: DEPARTMENT OF NATURAL RESOURCES & PARKS DATE: WASTEWATER TREATMENT DIVISION AUGUST 2025 M STREET PROJECT DWG NO: TRUNK REHABILITATION Cl 105 REHABILITATION PLAN ZONE 30 ECM5 DOC NO KingCourrty STA 1056+50 TO STA 1075+00 11No,TOTA REYNB, i W WU IIII C LL �J J COD O O a m 2 U JC U a 0 m � 0 N X n � 1 o U U E0 rc �rDX A"m E> r�U�U 3 jn� om"a W Mz WM w y W X Q DOw M UQ-x SCALE IN FEET NOT INCLUDED IN PACKAGE 1 WILL BE'� mom ❑ .4 aI W Al W N +00 -1T3 - o �` vI O I° Q SIAHflF2I N W t 92 W C 161 Z II 162 2 It 161 v H INCLUDED IN SEPARATE PACKAGE 2 c � I 50.00, y RAN 'sMH (GR22 22B) 1023 RIM L]O.W l E 16f1� N 30' azz G .E. I61 2 S. 30' CONC .E. 162.6 W. IJi' CONC -mown x �L SITE PLAN SCALE: 1"=40' o a E It ASO A" r Z z 1106+0 g 1107+00 1108+00 SD I I I I Ac AHAOILI ID +ti. 1 Fed a25x �An WM ID AC N . . .•.w 1 n die tit O PIKE STREET NE L W ❑ w 1101+00 1102+00 11 3+00 110 m n - 0 0 It A I z Y _ WMW- { I LU � v1 4 O MSTTRUNK.GR22-24 N RIM 174.29 I.E. 1620 N, 30"GONG AL III- I.E. 163.1 E , 18" PVC I.E. 1620 W., 24" CONCME J 00 s AG STA 1111+29.88 CS 111o+O S 11°0o — —I T + �77 p >c 8' Upstream of MH Replaced 4' o124" Concrete Pipe with 24" _ PVC r- - GR22-24 SPIKE START 24" LSPIRAL A Ss ?�1 D o !I RIM 174.95 o I.E. 162.5 E., 24" CONC + I.E762.62 � LE. 163.2 S., 8" PVC I.E. 162.5 W., 24" CONC ,I LE162.62 GENERAL NOTES: 1. SEE SEWER DIVERSION PLANS FOR FURTHER DETAIL REGARDING LOCATIONS AND ELEVATIONS FOR PROPOSED MAINTENANCE HOLES AND SADDLE STRUCTURES. 2. SEE SURVEY NOTES ON DRAWING C0001 FOR HORIZONTAL AND VERTICAL DATUM INFORMATION AND FOR CONVERSION TO CITY OF AUBURN VERTICAL DATUM. 3. SEE DRAWINGS C1100 AND C1101 FOR SEWER AND MAINTENANCE HOLE REHABILITATION SCHEDULES. 4. SEE LATERAL REINSTATEMENT SCHEDULE ON C1101. 5. PROTECT AND PRESERVE EXISTING SURVEY MONUMENTS DURING CONSTRUCTION. IF MONUMENT LOCATION IS COMPROMISED, REMOVE MONUMENT AND INSTALL NEW MONUMENT PER WAC 332-120 AND CITY OF AUBURN STANDARD DETAIL T-46. 6. SEE C0001 FOR POTHOLING TABLE. KEY NOTES: O1 MAINTENANCE HOLE MODIFICATION FOR SPIRAL LINING PER DETAIL 1/C4102 O2 MAINTENANCE HOLE TERMINATION FOR SPIRAL LINING PER DETAIL 21C4102 O MAINTENANCE HOLE REHABILITATION PER DETAIL 21C4104 DATUM CONVERSION: NAVD 88 = METRO-96.60' AUBURN MUNICIPAL AIRPORT U ®AREA SHOWN ON THIS PLAN KEY PLAN SCALE: NTS - PROJECT REF: FAC28-0008 THESE S ARE APPROVED FOR CONFORMANCE WITH THE ITY OF AUBURN's REQUIREMENTS. — o 08.a DEV. REVIEW ENGINEER: SITE PLAN MATCHLINE STA 1114+00 -SEE DWG C1108 08/19/2025 SCALE: 1"=40' A Q Ql ill Mr DATE APPROVED: DESIGNEDUR IWIM 3 DEPARTMENT OF NATURAL RESOURCES & PARKS DATE: Ki Kennedy Jenks PERMIT ISSUE E�wAR' GYANOS 1"=4O' WASTEWATER STREET TREATMENT DIVISION AUGUST 2025 M STREET DESIGN ENGINEER: WORK ORDER: .i PROJECT DWG NO: Fite li B FUENTES TRUNK REHABILITATION C 1107 NIl1 R',y� PROJECT ENGINEER: PROJECT NO: I REHABILITATION PLAN ZONE 30 This document version is designed to contain ELMS DOG NO. sufficient relevant information for the applicable M ACEVEDO 1139097 King COulYty Permit Review submittal and approval process.)°' TO ZONE 24 WYALE�G� LOCATION CODE: CONTRACT NO: SHT NOITOTAL REV NO • • www.osbomeonsulting.com AUGUST 2025 n��1� NO REVISION DESCRIPTION BY APVD DATE CV531 KC000922 STA1094+50 TO STA 1114+00 n a 0 I W WU IIII C LL �J O O O m 2 U JC U 0 m � 0 Yq a X a n 1 U U 2"0 C 6 �Om2 E> r�UBU 3> OF m�a Wm moo Mz WM K � W x E w O m un-x SCALE IN FEET MATCHLINE STA 1122+00 - SEE DWG BELOW MSTTRUNK.GR22-28 MSTTRUNK.GR22-26 RIM 177.29 63.80' 8"SS-S RIM 176.59 Sot Lin R air 93' u stream I.E. 164.2 N. 8" CONC R/W p p E. 163.0 E., 24" CONC SS l W I.E. 163.6 N., 8" CONC LE. 163.0 W., 24" CONC I.E. 164.34 _ P Z LE. 162.6 E., 24" CONIC q - I.E. 164.34 STA 1120+90,64 I.E162.59 h I.E. 162.6 W., 24" CONC I, ! 'GR22-30A LE162.59 I 4"SS-S END 18" SPIRAL o 0 - _ _ Spot Line Repair A I -- --. - O - -_ - -� � 1 2 4 w A a 1116+00 11 71 0 1118+00 2ND S I NE 111 ,4 y )24a 25 1720+00_ 4 0 a 1115+00 06 a ' - 4-181.48 ---A7- MSTTRUNK.GR22-30A DS.b _- - _ - - - - _- - RIM 17938 BT 1 2 4 1 2 4 At 1 2 4 4 2 1 I.E.-170 3 NE., 18" CONIC 00 0 1 2 4 "'.';';,',".a MSTTRUNK GR22 29 I.E. 170.3 S 18" CONIC vnv RIM 177.93 MSTTRUNGR22-30 a~i.MSTTRUNK.GR22-27I.E. 163.5 E. 24' CONIC I. . 163L6g I RIM 17941 ILL! RIM 176.95 ZE. 164.1 S. 12' CONIC -� LE. 163.6 N 8" PVC I.E. 162.8 E., 24" CONIC N OA ux PANa-I.E. 163 5 W , 24' CONCI. . 16368 I.E. 163.2 E., 24" CONIC = I LE. 163 9 S , 8' CONIC LE. 163.10 h 24 g GGo f I 05 b I.E. 169.9 SW., 18" PVC _._... J.__ r [k .ERT - i, M5a I.E. 163.6 W., 24"UNKN I.E. 167 6 S 8' CONC I.E. 162.8 W 24" CONC I.E 163.10 z _ W I.E. 163.8 SW DROP, 18" PVC AC 1821 5-9125 1�2w` 9315 5-914/ i STA 1120+68.42 MF ; w,ALGSTEPIf RJUAKAJar -6i "-�� 'W. � GR22-30 A.END 24" SPIRAL k CO �_ 4* + g I SITE PLAN SCALE: 1 "=40' GENERAL NOTES: 1. SEE SEWER DIVERSION PLANS FOR FURTHER DETAIL REGARDING LOCATIONS AND ELEVATIONS FOR PROPOSED MAINTENANCE HOLES AND SADDLE STRUCTURES. 2. SEE SURVEY NOTES ON DRAWING C0001 FOR HORIZONTAL AND VERTICAL DATUM INFORMATION AND FOR CONVERSION TO CITY OF AUBURN VERTICAL DATUM. 3. SEE DRAWINGS C1100 AND C1101 FOR SEWER AND MAINTENANCE HOLE REHABILITATION SCHEDULES. 4. SEE LATERAL REINSTATEMENT SCHEDULE ON C1101. 5. PROTECT AND PRESERVE EXISTING SURVEY MONUMENTS DURING CONSTRUCTION. IF MONUMENT LOCATION IS COMPROMISED, REMOVE MONUMENT AND INSTALL NEW MONUMENT PER WAC 332-120 AND CITY OF AUBURN STANDARD DETAIL T-46. 6. SEE C0001 FOR POTHOLING TABLE. KEY NOTES: O1 MAINTENANCE HOLE MODIFICATION FOR SPIRAL LINING PER DETAIL 1/C4102 O2 MAINTENANCE HOLE TERMINATION FOR SPIRAL LINING PER DETAIL 2/C4102 O LATERAL REINSTATEMENT PER SPECIFICATION SECTION 33 0130.72 AND 33 01 30.90, AND PER DETAIL 3/C4104 ® MAINTENANCE HOLE REHABILITATION PER DETAIL 21C4104 DATUM CONVERSION: _ NAVD 88 = METRO-96.60' w +J€ 71 F A- rn a AUBURN m •ILL'_ ''...• .t 38 a` AN a vale 1_c �I y I -�RA 18208 RIM 74A N.,G82C o ARPORT � � a l E. 1 G LE.1 .43.Lr o - - - - - N_ v-_ I.E. 174.4 S., 18" CONIC. .4i �_ 3+- 13 M TREET NE 8"SS-S - r N +00ULI� 1123+00- -�1 1124+00 �CIPP _ s IPP N 0 o+ M 1 2 4 1 2 4 �.o �M � O o � �� '�� nt co --� _�-i - S ro m�Off Q I^ MSTTRUNK.GR22-31 -� - _ w .I N ~.. RIM 180.36 I _ P'' 125 N ®AREA SHOWN ON THIS PLAN z I.E.17z4N.,18"CONCI.E.172.43 0� g= \ SPIKE eW ,j. 21.E. 17245,18"CONIC iw �m �••t�• ? KEY PLAN ILE.172.43 Iy t d'�. i' = SCALE: NTS Q T'� �> <r� " I I r • '� Q ,�. PROJECT REF: FAC25-0008 f THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S REQUIREMENTS. SITE PLAN DEV. REVIEW ENGINEER: 08/19/2025 SCALE: 1 "=40' DATE APPROVED: DESIGNEDIDRAWM s DEPARTMENT OF NATURAL RESOURCES & PARKS DATE: Ki Kennedy Jenks PERMIT ISSUE NA GYANOS 1"=4O' WASTEWATER STREET TREATMENT DIVISION AUGUST 2025 hR(J^� DESIGN ENGINEER: WORKORDER: "11 MSTREET PROJECT DWG NO: j B FUENTES TRUNK REHABILITATION C 1108 "I(1 Rai PROJECT ENGINEER: PROJECT NO: " REHABILITATION PLAN ZONE 24 This document version is designed to contain / ELMS DOG NO'. " sufficient relevant information for the applicable `LTA^ M ACEVEDO 1139097 King V{7u�y 9 Permit Review submittal and approval process. 41sr° ' TO ZONE 18 WYALE�G� LOCATION CODE: CONTRACT NO: SHT NOITOTPL REV NO • • www.osbomeonsulting.com AUGUST 2025 niij� NO REVISION DESCRIPTION BY APVD DATE CV531 KC000922 STA 1114+00 TO STA 1131+00 n a 0 I w WU IIII C LL �J SCALE IN FEET 0 i o w w - .G213 R-y E-. RIM -3 1.r-- RIM 184.81 MSTTRUNKRr .k 7 tl1, �' I.E.17s 6 N., 18" CONc I.E.176.66 �1 I.E. 176.6 S., 18" CONIC 0 w w u, 0 rn w1 z� J 2 r — M STREET SE 1133+00 1134+00 1135+00 I I ®126J 1Q8„SS- MSTTRUNK.GR21-34-�\ RIM 186.86 - LE178.92 I.E. 178.8 N., 18" CONIC -LE 178-921.E. 178.8 S., 18" CONIC Spot Line Repair 1136+00 ` �1z a- d�u+, �mz �z aRr affii aoa< g��P gg ME x�o np >C aox ¢�o F o UP BV - SITE PLAN SCALE: 1"=40' Ur - fq STA 1137+54.54 MSTTRUNK.GR2134A§ (0) END 18" SPIRAL m o CA CD LE 1M9 NE 18 IRON jkhA— aka a BIKE LANE - S• •JR i� p 2PI li" 11 q�4 W ` c, - -=4 aft V j z e LE. 1 IRON IKE — L 1 7+00 uD COzo a5 m 1 2 4 1 2 4 So SD MSTTRUNK.GR21-34A— RIM 18716 LE 179.16 .E. 179.0 N., 18" CONIC • I.E. 179.0 S., 18" CONC I E. 179.16 116.r3- 1fiI lei I left GENERAL NOTES: 1. SEE SEWER DIVERSION PLANS FOR FURTHER DETAIL REGARDING LOCATIONS AND ELEVATIONS FOR PROPOSED MAINTENANCE HOLES AND SADDLE STRUCTURES. 2. SEE SURVEY NOTES ON DRAWING C0001 FOR HORIZONTAL AND VERTICAL DATUM INFORMATION AND FOR CONVERSION TO CITY OF AUBURN VERTICAL DATUM. 3. SEE DRAWINGS C1100 AND C1101 FOR SEWER AND MAINTENANCE HOLE REHABILITATION SCHEDULES. 4. SEE LATERAL REINSTATEMENT SCHEDULE ON C1101. 5. PROTECT AND PRESERVE EXISTING SURVEY MONUMENTS DURING CONSTRUCTION. IF MONUMENT LOCATION IS COMPROMISED, REMOVE MONUMENT AND INSTALL NEW MONUMENT PER WAC 332-120 AND CITY OF AUBURN STANDARD DETAIL T-46. 6. SEE C0001 FOR POTHOLING TABLE. KEY NOTES: O MAINTENANCE HOLE MODIFICATION FOR SPIRAL LINING PER DETAIL 1/C4102 O MAINTENANCE HOLE TERMINATION FOR SPIRAL LINING PER DETAIL 2/C4102 O LATERAL REINSTATEMENT PER SPECIFICATION SECTION 33 0130.72 AND 33 01 30.90, AND PER DETAIL 3/C4104 ® MAINTENANCE HOLE REHABILITATION PER DETAIL 21C4104 DATUM CONVERSION: NAVD 88 = METRO-96.60' AUBURN Lr ®AREA SHOWN ON THIS PLAN KEY PLAN SCALE: NTS PROJECT PER FAC26,0008 THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S REQUIREMENTS. DEV. REVIEW ENGINEER: 08/19/2025 DATE APPROVED: DESIGNEUDRAMNM s DEPARTMENT OF NATURAL RESOURCES & PARKS DATE: Ki Kennedy Jenks PERMIT ISSUE NA GYANOS 1"=4O WASTEWATER STREET TREATMENT DIVISION AUGUST 2025 hR(JM1 DESIGN ENGINEER: WORKORDER: MSTREET PROJECT DWG NO: j B FUENTES TRUNK REHABILITATION C 1109 PROJECT NO: : This document version is designed to contain PROJECT ENGINEERL9 REHABILITATION PLAN ZONE 18 ECMS DOG NO sufficient relevant information for the applicable M ACEVEDO 1139097 King County + + Permit Review submittal and approval process. 4u-T° STA 1131 00 TO STA 1137 54.54 WYALG LOCATION CODE: CONTRACT NO: SHT NO I TOTAL REV NO NO REVISION DESCRIPTION BY APVD CV531 KC000922 DATE www.osbomconsulting.com AUGUST 2025 �� # # 0 i wl WU III C LL �J a 23RD ST NE J SCALE IN FEET MAJOR SEWER DIVERSION SYSTEM SCHEDULE MAJOR SEWER SUCTION PUMP STATION LOCATION DISCHARGE DISCHARGE LOCATION APPROXIMATE SEWER DIVERSION MAXIMUM SEWER DIVERSION SYSTEM MAINTENANCE HOLE DESCRIPTION MAINTENANCE HOLE DESCRIPTION PIPING LENGTH (FT) PIPE SIZE (IN) DIVERSION FLOW RATE APPROXIMATE PUMP HP ID OR NO. (MGD) LINING GR22-15 TO ROW - SIDEWALK ON WEST SEWER DIVERSION FOR ZONE 30 GR22-12A GR22-15A SIDE OF N ST NE GR22-12 M STREET TRUNK MH IN ROW 1817 4 TO 12 6 24 TO 115 SEE DRAWING C1122, C1123 Lu Z 0 W AUBURN MUNICIPA AIRPOR7 F11 LAYDOWN AREA NO.1 W Z h J 22ND ST NE LHIBIDISCHARGE AT G I22-12 I N 18T ST NE I— U SUCTION FROM CITY MH 510-47 17TH ST NE _7 Z M STREET TRUNK ZONE 36(PACKAGE 2) M STREET TRUNK \ LINING GR22-13A 510-71 ZONE 30 (PACKAGE 1) TO GR22-12A GENERAL NOTES: i. MAJOR SEWER DIVERSION SYSTEMS ARE SEWER DIVERSIONS INSTALLED TO INTERCEPT AND REDIRECT M STREET TRUNK FLOW. MINOR SEWER DIVERSION SYSTEMS ARE SEWER DIVERSIONS INSTALLED TO INTERCEPT AND REDIRECT FLOWS FROM LATERALS ENTERING THE M STREET TRUNK. 2. SEE DRAWING C1121 FOR STRUCTURE SCHEDULE AND SEWER DIVERSION SCHEDULE. 3. SEE SURVEY NOTES ON DRAWING C0001 FOR HORIZONTAL AND VERTICAL DATUM INFORMATION AND FOR CONVERSION TO CITY OF AUBURN VERTICAL DATUM. MINOR SEWER DIVERSION SYSTEM SCHEDULE MINOR SEWER SUCTION PUMP STATION LOCATION DISCHARGE APPROXIMATE SEWER DIVERSII DIVERSION SYSTEM MAINTENANCE HOLE DESCRIPTION LOCATION PIPING LENGTH (FT) PIPE SIZE (IN) ID OR NO. NOTES LINING GR22-15 TO ROW - PARKING LANE ON DIVERSION LINE SEWER DIVERSION FOR ZONE 30 GR22-13A 610-11 SOUTH SIDE OF 14TH ST NE GR22-15 TO 370 4 TO 8 SEE DRAWING C1123 GR22-12A MAJORSEWER LINING GR22-14 TO 610-106 ROW - PARKING LANE ON DIVERSION LINE 48 4 TO 8 SEWER DIVERSION FOR ZONE 30 GR22-13 SOUTH SIDE OF 16TH ST NE GR22-15 TO SEE DRAWING C1123 GR22-12A GR22-14 TO 610-04 3 ING GR22-13A 510-47 GR22-12A LAYDOWN AREA NO.2 SUCTION FROM CITY MH 510-71 JV - PARKING LANE ON JTH SIDE OF 16TH ST NE ON SITE STORAGE N/A 4 TO 8 SEWER DIVERSION FOR ZONE 30 SEE DRAWING C1122 IN - PARKING LANE ON SEWER DIVERSION FOR ZONE 30 JTH SIDE OF 17TH ST NE ON SITE STORAGE N/A 4 TO 8 SEE DRAWING C1122 ✓V - NORTH SIDE OF 17TH SEWER DIVERSION FOR ZONE 30 ON SITE STORAGE N/A 4 TO 8 NE SEE DRAWING C1122 SUCTION FROM CITY MH 610-106 FF LL L. SUCTION FROM 16TH ST NE CITY MH 610-04 W DR NE p CO U JJ F---E a 14TH ST NE SUCTION FROM — CITY MH 610-11 SUCTION FROM GR22-15A _'I--- _ _ PROJECT REF: FAC260008 MATCHLINE - SEE DWG C1121 THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S REQUIREMENTS. DEV. REVIEW ENGINEER: 08/19/2025 DATE APPROVED: DESIGNEDIDRAWM s DEPARTMENT OF NATURAL RESOURCES & PARKS DATE: Kennedy Jenks PERMIT ISSUE %AR GYANOS 1"=300 WASTEWATER STREET TREATMENT DIVISION AUGUST 2025 F'ai 4n d. DESIGN ENGINEER: WORKORDER: MSTREET PROJECT DWG NO: j BFUENTES TRUNK REHABILITATION C1120 NI(1 R y� PROJECT ENGINEER: PROJECT NO: This document version is designed to containL9 ECMS DOG NO sufficient relevant information for the applicable M ACEVEDO 1139097 King County Permit Review submittal and approval process. fto Map 4 SEWER DIVERSION KEY MAP 1 :AL; LOCATION CODE: CONTRACT NO: SHT NOITOTAL REV NO NO REVISION DESCRIPTION BY APVD DATE wvnv.osbomconsulting.com AUGUST 2025 �WV�� # # Q CV531 KC000922 1 GENERAL NOTES: wl WU III C LL �J SCALE IN FEET MAJOR SEWER DIVERSION SYSTEM SCHEDULE MAJOR SEWER SUCTION PUMP STATION LOCATION DISCHARGE DISCHARGE LOCATION APPROXIMATE SEWER DIVERSION MAXIMUM SEWER DIVERSION SYSTEM MAINTENANCE HOLE DESCRIPTION MAINTENANCE HOLE DESCRIPTION PIPING LENGTH (FT) PIPE N) DIVERSION FLOW RATE I OXIMATE PUMP HP NOTES ID OR NO. (MGD) LINING GR22-30 TO ROW - SIDEWALK ON EAST SEWER DIVERSION FOR ZONE 24 GR22-25 710-76 SIDE OF L ST NE GR22-24 M STREET TRUNK MH IN ROW 1820 4 TO 12 3 24 TO 115 SEE DRAWING C1124 MATCHLINE - SEE DWG C1120 TI J 12 ST y �Q LU TLF h LU Y a I .OPT r� 6TH ST NE M STREET TRUNK ZONE 30 (PACKAGE 2) LLJ Uj Z 2 4TH ST NE v~i y W W 2 SUCTION FROM LU h CITY MH 710-76 ZONE 24 (PACKAGE 1) M STREET TRUNK Q Y C1124 4 2ND STJPEENE DISCHARGE AT GR22-24 ELM 1ST STi NE � �r�r�I=-ICI EE MLJ STREET TRUNK ZONE 18 (PACKAGE 1) REVISION DESCRIPTION E MAIN ST I y T2N� TSE; y zI u DATE STRUCTURE SCHEDULE DAM PE EASTING SADDLE STRUCTURE PER COUNTY STANDARD GR22-15A 72 1067+75.71 3305-420. SEE DETAIL C4100 119911.90 1298218.57 Ki I Kennedy Jenks I PERMIT ISSUE www.osbomeonsulting.com This document version is designed to contain sufficient relevant information for the applicable Permit Review submittal and approval process. 1. MAJOR SEWER DIVERSION SYSTEMS ARE SEWER DIVERSIONS INSTALLED TO INTERCEPT AND REDIRECT M STREET TRUNK FLOW. MINOR SEWER DIVERSION SYSTEMS ARE SEWER DIVERSIONS INSTALLED TO INTERCEPT AND REDIRECT FLOWS FROM LATERALS ENTERING THE M STREET TRUNK. 2. SEE SURVEY NOTES ON DRAWING C0001 FOR HORIZONTAL AND VERTICAL DATUM INFORMATION AND FOR CONVERSION TO CITY OF AUBURN VERTICAL DATUM. 3. CONTRACTOR IS RESPONSIBLE FOR OPERATING, ADJUSTING, PROTECTING, AND MAINTAINING THE DIVERSION SYSTEMS AS NECESSARY TO PERFORM THE PIPELINE REHABILITATION WORK AND ENSURE ACCESS IS MAINTAINED. SEE GENERAL NOTES ON SHEET G0005 AND TEMPORARY SEWER DIVERSION NOTES ON SHEET C0001. PROJECT PER THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S REQUIREMENTS. DEV. REVIEW ENGINEER: 08/19/2025 DATE APPROVED: G YANOS 1" = 300' WASTEWATER TREATMENT DIVISION AUGUST 2025 i MSTREET TRUNK REHABILITATION DESIGN ENGINEER: WORK ORDER: PROJECT DWG NO: B FUENTES 9 SEWER DIVERSION KEY MAP 2 C 1121 PROJECT ENGINEER: PROJECT NO: ECMS DOG NO'. M ACEVEDO 1139097 y �+�V ^lna gWY AND SCHEDULES LOCATION CODE: CONTRACTNO: SHT NO I TOTAL REV NC CV531 KC000922 # # I �J U ml � C r � V o N J_ U U � O a o rc m 2 w � a O a x U N m m U o F m � 2� 65 o Y O Y s m v; u X � m 1 3 U m' EArCIX o mEU r Y Y cc W< 0008 f 0NN m w Z. z LL N�m m �wx 0 LL 0 DOW m UUX SCALE IN FEET N/vv MINUK SCWCK UIVCKSIUIN PUMPING STAGING FOR LINING GR22-14 TO GR22-13 SUCTION: CITY MH 610-04 DISCHARGE: ON SITE STORAGE y- RIM 161.71 .o o LE. IF. 1517 N;s 153.3 5� 1 &E S9 1;27 h: O I 0v~ -163 --- CS 1 1 1 wW m -- -- Rio —a 310+00 Ilk m 0 H n w MAJOR SEWER DIVERSION LINE FOR LINING GR22-15 TO GR22-12A xl STA 310+75.95 ' BEGIN BURIED PIPE (. I N 120763.07 i= E 1298001.66 A. fit. •'` 1: , REVISION DESCRIPTION 162 60010 DATE M/vv MINOR SEWER DIVERSION PUMPING STAGING FOR LINING GR22-13A TO GR22-12A SUCTION: CITY MH 510-47 DISCHARGE: ON SITE STORAGEO Ell I N J 00 RC— as - MST NE o v as - -- L- i 313+00 - 314+D0�En�� s — STA 311+46,35 HORIZ BEND F W N 1201132,76 -, �E 1297998.95 Z STA 311+37.88 CO) HORIZ BEND O N 120824.99 Z E 1298002.34 + - : N N MINOR SEWER DIVERSION PUMPING STAGING FOR LINING GR22-13A TO GR22-12A SUCTION: CITY MH 510-71 DISCHARGE: ON SITE STORAGEO SITE PLAN SCALE: 1"=40' K I Kennedy Jenks PERMIT ISSUE This document version is designed to contain • • • sufficient relevant information for the applicable Permit Review submittal and approval process. • • www.osbomeonsulting.com AI halt IST oms r_ 'r r — LAYDOWN AREA NO. 2 550'x15' LEGEND GENERAL NOTES: 1. SEE C1120 FOR SEWER DIVERSION SCHEDULE WITH SEWER DIVERSION STAGING DIVERSION PIPE SIZE AND FLOW RATE. FLOW SINGLE DIRECTION 2. ALL SEWER DIVERSION PIPING SHALL BE REMOVED UPON CONCLUSION OF ASSOCIATED SEWER DIVERSION O MAINTENANCE HOLES PUMPING. MAJOR SEWER DIVERSION ABOVE GROUND 3. SEE SURVEY NOTES ON DRAWING C0001 FOR HORIZONTAL AND VERTICAL DATUM INFORMATION AND ----------- MAJOR SEWER DIVERSION BURIED FOR CONVERSION TO CITY OF AUBURN VERTICAL DATUM. (SEE PROFILES ON DRAWING C2100) MINOR SEWER DIVERSION 4. PROTECT AND PRESERVE EXISTING SURVEY MONUMENTS DURING CONSTRUCTION. IF MONUMENT LOCATION IS - MINOR SEWER DIVERSION BURIED COMPROMISED, REMOVE MONUMENT AND INSTALL NEW (SEE PROFILES ON DRAWING C2100) MONUMENT PER WAC 332-120 AND CITY OF AUBURN STANDARD DETAIL T-46. 5. IN THE EVENT THAT PIPES MUST BE PLUGGED TO CONTROL FLOWS, THE CONTRACTOR SHALL MAINTAIN AN ONSITE STORAGE OF PIPE PLUGS RANGING IN SIZE FROM 8" TO 12" DIAMETER. PIPE PLUGGING IS NOT CURRENTLY ANTICIPATED BUT WILL BE EMPLOYED IF NECESSARY FOR SEWER DIVERSION. l = 6. PROVIDE TRAFFIC CONTROL BARRIERS AS NEEDED FOR PROTECTION OF DIVERSION PIPE WITHIN ROADWAY. - 7. ABOVE GROUND DIVERSION PIPING SHALL BE SECURED WITH STRAPS AND STAKING AS NEEDED TO PREVENT MOVEMENT. r. E-,iFy� .� 8. SEE C0001 FOR POTHOLING TABLE. r KEY NOTES: O MAINTAIN LOCAL ACCESS AT ALL TIMES. PROVIDE `� •�'� t `"` - r GODWIN TEMPORARY ROAD RAMP OR EQUAL. IN THE .. EVENT THAT FIELD CONDITIONS DETERMINE THAT A JJ TEMPORARY ROAD RAMP CANNOT BE USED, DIVERSION PIPE SHALL BE BURIED WITHIN THE ROADWAY OUTSIDE OF THE DRIVEWAY APRON AND PER DETAIL 5/04102. STA 318+16.31 N 121499.82 i'�,' CURB, GUTTER, AND DRIVEWAY SHALL NOT BE E 1297995.87 - ~ DISTURBED. RESTORE TRENCH PER CITY OF AUBURN 'k - STANDARD DETAILS T-01, T-02A, AND T-02. DISCHARGE GR22-12 O TEMPORARY DIVERSION PIPING SUCTION AND -- —� — DISCHARGE FROM EXISTING MAINTENANCE HOLE PER DETAIL6/C4102 m 2 as �� CD c.: as - as — O3 CONVEY DIVERTED FLOWS TO A PORTABLE -------------- --�------�------------------- TRAILER -MOUNTED 550 GALLON VOLUME STORAGE TANK. +. _—_--+--_—_ 5 5 —+---- ---- _- +------- - - _---- ----------- DATUM CONVERSION: MSTTRUNK.GR22-12 NAVD 88 = METRO -96.60' y. E Iv _ 611, - E 1 30 GCNC o E 6° COId NS I MAJOR SEWER DIVERSION LINE STA 317+9748J FOR LINING GR22-15 TO GR22-12A HORIZ BEND END BURIED PIPE I- N 121483.85 E 1298005.84 RIM 158.75 _ I.E 1505N,30 CONCH I.E.150.5 S., 30 CONC,r� s -n ye Sill, s w G YANOS 1" = 40' DESIGN ENGINEER: WORK ORDER: B FUENTES PROJECT ENGINEER: PROJECT NO: M ACEVEDO 1139097 LOCATION CODE: CONTRACT NO: CV531 KC000922 RP r AREA SHOWN ON THIS PLAN KEY PLAN SCALE: NTS PROJECT REF: FAC25-0008 THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S REQUIREMENTS. DEV. REVIEW ENGINEER: 08/19/2025 DATE APPROVED: WASTEWATER TREATMENT DIVISION AUGUST 2025 M STREET A TRUNK REHABILITATION PROJECT DWG NO:C 1122 SEWER DIVERSION ZONE 30 - ECMMS DOG NO. KingCourrty PLAN 1 SHT NO I TOTPL REV Nc T 40 20 0 40 80 W III,�,,I U U. SCALE IN FEET LL H ]50B I 4.1c - 5 BEGIN BURIED PIPE N 119887.93 E 1297966.84 SMH (GR22-15) MIR M 164.59 w E 154.1E 30" LU" e" con IL 1 a 1 N 41 - M ST NE New M.H. location moved do to stgF4 -srz 1 N REVISION DESCRIPTION DATE rrrrrr Bury Pipe fAG MINOR SEWER DIVERSION PUMPING H STAGING FOR LINING GR22-15 TO r ". GR22-13A -' 1-1- SUCTION: CITY MH 610-11 _ DISCHARGE: MAJOR SEWER _ S70P DIVERSION LINE GR22-15 TO GR22-12A M I I MST NE -I New GR22-15A I 1 I i I I 1 I 0 3oc<o I I I 60.00' R/W STA 300+28.03 HORIZ BEND N 119921.72 E 1298200.68 �s MAJORSEWER DIVERSION: SEWER DIVERSION PUMPING STAGING FOR LINING GR22-15 - TO GR22-12A SUCTION: GR22-15A 1 DISCHARGE: GR22-12 MAJOR SEWER DIVERSION LINER FOR LINING GR22-15 TO GR22-12A 301+0 - j 3 _ STA 300+49.56�•6 END BURIED PIPE N 119943.25 �E 1298200.93 STA 300+09.83 TOR IZ BEND N 119921.72 _ E 1298218.71 STA 300+00.00 BEGIN BURIED PIPE 'NEW' MSTTRUNK.GR22-15A RIM 164.20 I.E. 154.66 E., 30" RCP I.E. 154.66 W., 30" RCP N 119911.90 E 1298218.57 i I nLill 7 �II Above Grade pipe Deleted work 109 "t SPIKE sus+UU 304+00 o •• NSTNE SITE PLAN SCALE: 1"=40' Ki I Kennedy Jenks I PERMIT ISSUE This document version is designed to contain sufficient relevant information for the applicable Permit Review submittal and approval process. www.osbomeonsulting.com I AI Irl IQT oms STA.43 HORIZIZ BEND N 120554.28 E 1297994.68 STA .43 HORIZIZ BEND N 120528.28 E 1297994.68 STA .38 T [1_L HORIZIZ BEND OS N 120511.96 E 1298007.97 N081 SMH 2707 (610 RIM 1632, E. 151 2 fit I")51 MINOR SEWER DIVERSION PUMPING STAGING FOR LINING GR22-14 TO GR22-13 SUCTION: CITY MH 610-106 3r DISCHARGE: MAJOR SEWER ' DIVERSION LINE GR22-15 TO GR22-12A - STA 305+96.f HORIZ BEND N 120490.25 E 1298210.31 GENERAL NOTES: 1. SEE C1120 FOR SEWER DIVERSION SCHEDULE WITH DIVERSION PIPE SIZE AND FLOW RATE. STA 308+73.11 HORIZ BEND 2 ALL SEWER DIVERSION PIPING SHALL BE REMOVED END BURIED PIPE UPON CONCLUSION OF ASSOCIATED SEWER DIVERSION N 120560.23 PUMPING. E 1297999.53 q 3. SEE SURVEY NOTES ON DRAWING C0001 FOR HORIZONTAL AND VERTICAL DATUM INFORMATION AND FOR CONVERSION TO CITY OF AUBURN VERTICAL DATUM. _z0a SPIKE' N - 4. PROTECT AND PRESERVE EXISTING SURVEY O MONUMENTS DURING CONSTRUCTION. IF MONUMENT cs O LOCATION IS COMPROMISED, REMOVE MONUMENT AND o INSTALL NEW MONUMENT PER WAC 332-120 AND CITY w OF AUBURN STANDARD DETAIL T-46. 0 •!er 3 N •�� 0 5. IN THE EVENT THAT PIPES MUST BE PLUGGED TO I I CONTROL FLOWS, THE CONTRACTOR SHALL MAINTAIN o �'i M AN ONSITE STORAGE OF PIPE PLUGS RANGING IN SIZE c ¢ FROM 8" TO 12" DIAMETER. PIPE PLUGGING IS NOT ~ CURRENTLY ANTICIPATED BUT WILL BE EMPLOYED IF NECESSARY FOR SEWER DIVERSION. Z 7 s 6. PROVIDE TRAFFIC CONTROL BARRIERS AS NEEDED FOR aPROTECTION OF DIVERSION PIPE WITHIN ROADWAY. \ 0 30.00, R/W Z F• y 7. ABOVE GROUND DIVERSION PIPING SHALL BE SECURED WITH STRAPS AND STAKING AS NEEDED TO PREVENT MOVEMENT. B. SEE C0001 FOR POTHOLING TABLE. STA .50 HORIZBEN BEND -N 120511.96 LEGEND E 1298047.86 STA 307+59.45 SEWER DIVERSION STAGING HORIZ BEND BEGIN BURIED PIPE FLOW SINGLE DIRECTION N 120492.91 E 1298047.54 O MAINTENANCE HOLES DATUM CONVERSION: NAVD 88 = METRO-96.60' ---- MAJOR SEWER DIVERSION ABOVE GROUND ------- MAJOR SEWER DIVERSION BURIED (SEE PROFILES ON DRAWING C2100) MINOR SEWER DIVERSION ----------- MINOR SEWER DIVERSION BURIED (SEE PROFILES ON DRAWING C2100) KEY NOTES: O MAINTAIN LOCAL ACCESS AT ALL TIMES. PROVIDE GODWIN TEMPORARY ROAD RAMP OR EQUAL. IN THE EVENT THAT FIELD CONDITIONS DETERMINE THAT A TEMPORARY ROAD RAMP CANNOT BE USED, DIVERSION PIPE SHALL BE BURIED WITHIN THE ROADWAY OUTSIDE OF THE DRIVEWAY APRON AND PER DETAIL 5/C4102. CURB, GUTTER, AND DRIVEWAY SHALL NOT BE DISTURBED. RESTORE TRENCH PER CITY OF AUBURN STANDARD DETAILS T-01, T-02A, AND T-02. O2 SADDLE STRUCTURE PER COUNTY STANDARD DETAIL 3305420. SEE DRAWING C4100 O3 MAINTENANCE HOLE CONSTRUCTION WORK AREA PER DETAIL 3/C4102 ® TEMPORARY DIVERSION PIPING SUCTION AND DISCHARGE FROM EXISTING MAINTENANCE HOLE PER DETAIL 6/C4102 PROJECT PER A THESE PLANS AREEAPPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S REQUIREMENTS. AREA SHOWN ON THIS PLAN DEV. REVIEW ENGINEER: KEY PLAN 08/19/2025 DATE APPROVED: SCALE: NO SCALE DESIGNEDIDRAwN: s DEPARTMENT OF NATURAL RESOURCES & PARKS DATE: G YANOS 1" = 40' WASTEWATER TREATMENT DIVISION AUGUST 2025 i MSTREET TRUNK REHABILITATION DESIGN ENGINEER: WORKORDER: PROJECT DWG NO: B FUENTES C SEWER DIVERSION ZONE 30 C 1123 PROJECT ENGINEER PROJECT ECMS DOG NO'. EDO M ACEODE 9 1139097 King County ,/ PLAN 2 LOCATION CODE: CONTRACT NO: SHT NOITOTAL REV NO/ CV531 KC000922 # # I 1 i W U IIII W JL �J a SCALE IN FEET y con MON �7r ITA STA 800+00.00 N 116088.12 E 1297722,68 80 DALP�; I W- . � 2 AC M A N 3RD ST NE j 804+00 gyp, x 803+00 p p • • STA 804+93.68 _ - -HORIZ BEND N 116299.09 ` E 1298028.48 STA 802+16.35 STA 805+04.26 HORIZ BEND HORIZ BEND --- N 116286.20 - - N 116291.61 E 1297751.46 E 1298035.96 STA 801+96.45 I d HORIZ BEND �N 116272.12 E 1297737.38 AN 56;4 RIM 1B2 4 IE 165.3 Fli IF COaC CONC ' I.E. 164.2 CONIC 1 sMH (GR22-son) 10ss RIM 17938 LE. 170.3 NE., 18" GONG LE. 17 S., " C60C .TAX PARCEL P18" 098200-01 GATE F 44=181.48 '181 Ct 221 SAUL J)kAN JIMEN I 6' CHLK OV Ov PIKE I I � a" PVC 215 1I CD i SPIKE Ins unealaG `°`II L.,� STA 800+13.11 r HORIZ BEND rnx P��C:rvc ' E 1297735.77 CHU 182105-9320 N 116088.87 CR45SWAY CHU., 1 MAJOR SEWER DIVERSION: B - SEWER DIVERSION PUMPING SITE PLAN lF� -. , .I ' 1 ' STA 805+49.29 m HORIZ BEND - BEGIN BURIED PIPE tl E 1298032.88 STA 805+97.41 HORIZ BEND ---END BURIED PIPE STA 810+46.13 1116243.39 HORIZ BEND E 1298080.89 BEGIN BURIED PIPE MAJOR SEWER ice,' N 116155.48 f DIVERSION LINE E 1298356.24 FOR LINING GR22-30 STA 810+16.63 TO GR22-25 HORIZ BEND STA 807+25.31 N 116125.98 HORIZ BEND E 1298356.01 N 116115.87 E 1298071.04 STA 809+99.02 IN HORIZ BEND STA 807+34.21 N 116114.38 HORIZ BEND 11298342.76 N 116110.30 E 1298077.99 I STAGING FOR LINING GR22-30 SCALE: 1"=40' TO GR22-25 Bury Pipe _Deleted work SUCTION: CITY MH 710-76 DISCHARGE: GR22-24 Above Grade pipe --�- STA 814+77.44 STA 815+18.36 IAx Ppuci NC: HORIZ BEND HORIZ BEND 00,ero 0a45 MAJOR SEWER DIVERSION LINE _ BEGIN BURIED PIPE END BURIED PIPE LRR JENNI-re FOR LINING GR22-30 TO GR22-25 N 116181.73 N 116181.73 E 1298693.06 - E 1298733.97 STA 814+28.94 HORIZ BEND N 116133.23 815+00 m I E 1298692.69 - -- STA 815+61.86 > HORIZ BEND' m N 116138.23 Q 112 0 _" 16 0 817+00 w d08.a .. .. .. .. ..... ... 1 + w 814+00 .....".' . � 8 3+00 - - ........ e0a.e - ;a o A A o 2ND ST NE ++01.57 �o _ m �- - STA 815+72.40 STA 818 END N STA 814+19.81 HORIZ BEND HORIZ BEND w l HORIZ BEND W N 116130.61 N 116140.65 Z N 116125.12 Z E 1298740.91 E 1298969.86 UI E 1298688.48 , O SITE PLAN SCALE: 1 "=40' Kennedy Jenks PERMIT ISSUE This document version is designed to contain • sufficient relevant information for the applicable Permit Review submittal and approval process. REVISION DESCRIPTION • www.osbomeonsulting.com AI Ir l PST inig DATE �O 0 06.a � o 0 C� MSTTRUNK.GR22-24_ RIM 174.29 I.E. 162.0 N., 30" CONC - - 1 I.E. 163.1 E., 18" PVC - I.E. 162.0 W., 24" CONC I09-b_3,nNNL M i ; t9 ^ 00 = 2 -173- _ - 5 L -L DISCHARGE GR22-24 STA 810+94.11 -HORIZ BEND END BURIED PIN N 116155.48 ( E 1298404.22 I STA 811+35.02 HORIZ BEND N 116114.57 E 1298403.90 0 to G YANOS 1" = 40' DESIGN ENGINEER: WORKORDER: B FUENTES PROJECT ENGINEER: PROJECT NO: M ACEVEDO 1139097 LOCATION CODE: CONTRACT NO: CV531 KC000922 A A DATUM CONVERSION: NAVD 88 = METRO-96.60' A SHOWN ON THIS PLAN KEY PLAN SCALE: NTS King County GENERAL NOTES: 1. SEE C1121 FOR SEWER DIVERSION SCHEDULE WITH DIVERSION PIPE SIZE AND FLOW RATE. 2. ALL SEWER DIVERSION PIPING SHALL BE REMOVED UPON CONCLUSION OF ASSOCIATED SEWER DIVERSION PUMPING. 3. SEE SURVEY NOTES ON DRAWING C0001 FOR HORIZONTAL AND VERTICAL DATUM INFORMATION AND FOR CONVERSION TO CITY OF AUBURN VERTICAL DATUM. 4. PROTECT AND PRESERVE EXISTING SURVEY MONUMENTS DURING CONSTRUCTION. IF MONUMENT LOCATION IS COMPROMISED, REMOVE MONUMENT AND INSTALL NEW MONUMENT PER WAC 332-120 AND CITY OF AUBURN STANDARD DETAIL T-46. 5. IN THE EVENT THAT PIPES MUST BE PLUGGED TO CONTROL FLOWS, THE CONTRACTOR SHALL MAINTAIN AN ONSITE STORAGE OF PIPE PLUGS RANGING IN SIZE FROM 8" TO 12" DIAMETER. PIPE PLUGGING IS NOT CURRENTLY ANTICIPATED BUT WILL BE EMPLOYED IF NECESSARY FOR SEWER DIVERSION. 6. PROVIDE TRAFFIC CONTROL BARRIERS AS NEEDED FOR PROTECTION OF DIVERSION PIPE WITHIN ROADWAY. 7. ABOVE GROUND DIVERSION PIPING SHALL BE SECURED WITH STRAPS AND STAKING AS NEEDED TO PREVENT MOVEMENT. 8. SEE C0001 FOR POTHOLING TABLE. EJ SEWER DIVERSION STAGING FLOW SINGLE DIRECTION O MAINTENANCE HOLES MAJOR SEWER DIVERSION ABOVE GROUND ---------- MAJOR SEWER DIVERSION BURIED (SEE PROFILES ON DRAWING C2101) MINOR SEWER DIVERSION ---------- MINOR SEWER DIVERSION BURIED (SEE PROFILES ON DRAWING C2101) KEY NOTES: O MAINTAIN LOCAL ACCESS ATALL TIMES. PROVIDE GODWIN TEMPORARY ROAD RAMP OR EQUAL. IN THE EVENT THAT FIELD CONDITIONS DETERMINE THAT A TEMPORARY ROAD RAMP CANNOT BE USED, DIVERSION PIPE SHALL BE BURIED WITHIN THE ROADWAY OUTSIDE OF THE DRIVEWAY APRON AND PER DETAIL 5/C4102. CURB, GUTTER, AND DRIVEWAY SHALL NOT BE DISTURBED. RESTORE TRENCH PER CITY OF AUBURN STANDARD DETAILS T-01, T-02A, AND T-02. O TEMPORARY DIVERSION PIPING SUCTION AND DISCHARGE FROM EXISTING MAINTENANCE HOLE PER DETAIL 6/C4102 PROJECT REF: FAC2 THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S REQUIREMENTS. DEV. REVIEW ENGINEER: 08/19/2025 DATE APPROVED: iTMENT OF NATURAL RESOURCES & PARKS DATE: WASTEWATER TREATMENT DIVISION AUGUST 2025 M STREET TRUNK REHABILITATION PROJECT DJWG 01 SEWER DIVERSION ZONE 24 I 1 A B A C A D A E FA G A H CITY OF AUBURN NOTES CIVIL NOTES LEGEND LAWN/MULCH RESTORATION SCHEDULE GENERAL NOTES: SYM QTY ITEM DETAIL/REMARKS 1. CONTRACTOR SHALL PHOTOGRAPH OR VIDEO THE EXISTING CONDITIONS OF ABOVE GROUND SEWER DIVERSION 1. CONSTRUCTION SHALL CONFORM THE CITY ARDS, ALL CONSTRUCTION AREAS AND PROVIDE DOCUMENTATION TO THE PROJECT — — — — — — BURIED SEWER DIVERSION 2.5-INCH DEPTH REFER TO SPECIFICATION 740 SF RU N EX EPT ENGINEERING DESIGN AND CONSTRUCTION STANDARDS, EXCEPT AS REPRESENTATIVE PRIOR TO CONSTRUCTION. TOPSOIL A SECTION 32 92 00 OTHERWISE APPROVED BY DEVIATION, AND BE IN ACCORDANCE WITH THE 2. PROTECT EXISTING UTILITIES FROM DAMAGE DURING CONSTRUCTION. PACKAGE 1 M STREET TRUNK REHABILITATION APPROVED PLANS. ANY CHANGES FROM THE APPROVED PLAN WILL REQUIRE (SEE REHABILITATION DRAWINGS C1100 - C1109)/�� 4-INCH DEPTH REFER TO SPECIFICATION APPROVAL FROM THE OWNER, ENGINEER OF RECORD, AND THE CITY. A COPY 200 SF TOPSOIL A SECTION 32 92 00 OF THE DOCUMENT SHALL BE AVAILABLE AT THE JOB SITE DURING 3 . PROTECT EXISTING CURB, GUTTER, SIDEWALK, DRIVEWAY, AND PAVEMENT TO C FUTURE INTERSECTION DESIGN LIMITS CONSTRUCTION. REMAIN FROM DAMAGE. DEMOLISH ONLY THOSE EXISTING FACILITIES . _ . INDICATED OR AS DIRECTED BY THE PROJECT REPRESENTATIVE. BURIED SEWER DIVERSION CONCRETE 2. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE "WASHINGTON 4. PROTECT EXISTING TREES/SHRUBS, TREE ROOTS, AND LANDSCAPING FROM RESTORATION STATE DEPARTMENT OF TRANSPORTATION (WSDOT) STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION (2025)," DAMAGE. REFER TO THE PROJECT ARBORIST REPORT FOR TREE PROTECTION BURIED SEWER DIVERSION ASPHALT EXCEPT WHERE SUPPLEMENTED OR MODIFIED BY THE CITY'S CONSTRUCTION REQUIREMENTS. IF EXCAVATION IS REQUIRED WITHIN THE TREE CRITICAL GRIND/OVERLAY RESTORATION STANDARDS MANUAL. THE ABOVE DOCUMENTS SHALL BE AVAILABLE AT THE ROOT ZONE (CRZ) DRIPLINE, ONLY HAND EXCAVATION WILL BE PERMITTED. JOB SITE DURING CONSTRUCTION. MAINTAIN 15' OF DISTANCE BETWEEN WORK AND TRUNK. REFER TO COA TREE BURIED SEWER DIVERSION GRAVEL PROTECTION REQUIREMENTS. RESTORATION 3. A PRE -CONSTRUCTION MEETING SHALL BE REQUIRED PRIOR TO THE START OF 5. PROVIDE TEMPORARY TRAFFIC SIGNAGE IN ACCORDANCE WITH STATE AND ALL CONSTRUCTION. CONTACT THE PUBLIC WORKS DEPARTMENT AT (253) LOCAL AGENCIES DURING THE COURSE OF CONSTRUCTION ABOVE GROUND SEWER DIVERSION 931-3010,TO SCHEDULE A MEETING. . LANDSCAPE RESTORATION 4. UNLESS STATED OTHERWISE, LOCATIONS SHOWN FOR EXISTING UTILITIES 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TRAFFIC CONTROL WITHIN THE PUBLIC RIGHT OF WAY IN ACCORDANCE WITH LOCAL ORDINANCES. ��//� BURIED SEWER DIVERSION LANDSCAPE ARE APPROXIMATE. THE CONTRACTOR IS CAUTIONED THAT OVERHEAD RESTORATION UTILITY LINES MAY NOT BE SHOWN ON THE DRAWINGS. IT SHALL BE THE NO WORK SHALL COMMENCE UNTIL ALL REQUIRED TRAFFIC CONTROL CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE TRUE ELEVATIONS AND MEASURES ARE IN PLACE. BURIED SEWER DIVERSION FULL DEPTH LOCATIONS OF ALL UNDERGROUND UTILITIES AND THE EXTENT OF ANY ASPHALT RESTORATION PER DETAIL T-1.06 HAZARD CREATED BY OVERHEAD UTILITY LINES. IDENTIFICATION, LOCATION, MARKING, AND RESPONSIBILITY FOR UNDERGROUND FACILITIES OR UTILITIES, O NEW MAINTENANCE HOLE IS GOVERNED BY THE PROVISIONS OF SECTION 19.122 REVISED CODE OF WASHINGTON (RCW). PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR SHALL CALL ONE -CALL (811) FOR UTILITY LOCATIONS (WATER, SANITARY SEWER, STORM SEWER, GAS, POWER, TELEPHONE, AND CABLE). 5. IF A PROPOSED ROUTE IS NOT INCLUDED ON THESE PLANS, A PROPOSED ROUTE AND SCHEDULE FOR HAULING MATERIAL TO THE SITE SHALL BE SUBMITTED TO THE CITY FOR APPROVAL PRIOR TO THE START OF CONSTRUCTION. IF THE CITY BELIEVES THAT THE PROPOSED HAUL ROUTE WILL ADVERSELY IMPACT THE STREET NETWORK, A SEPA AMENDMENT MAY BE REQUIRED TO EVALUATE THE IMPACTS AND DETERMINE MITIGATION REQUIREMENTS BEFORE BEGINNING WORK. HAULING MAY BE LIMITED TO APPROPRIATE OFF-PEAK HOURS OR ALTERNATIVE ROUTES, AS DETERMINED BY THE CITY. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PUBLIC SAFETY ON AND AROUND THE PROJECT. PRIOR TO THE START OF WORK, ALL METHODS AND EQUIPMENT USED FOR TRAFFIC CONTROL AND STREET MAINTENANCE SHALL BE SUBMITTED TO THE CITY FOR APPROVAL. CONTRACTORS AND THEIR SURETY SHALL BE LIABLE FOR INJURIES AND DAMAGES TO PERSONS AND PROPERTY SUFFERED BECAUSE OF CONTRACTORS OPERATIONS OR NEGLIGENCE CONNECTED WITH THEM. 7. ALL CONSTRUCTION SURVEYING FOR EXTENSIONS OF PUBLIC FACILITIES SHALL BE DONE UNDER THE DIRECTION OF A WASHINGTON LICENSED LAND SURVEYOR OR A WASHINGTON LICENSED PROFESSIONAL CIVIL ENGINEER. 8. CERTIFIED DRAWINGS ARE REQUIRED PRIOR TO PROJECT ACCEPTANCE. REFER TO THE CITY'S "DEVELOPMENT RECORD CONSTRUCTION DOCUMENT" HANDOUT. PROJECT REF: FAC25-0008 THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S REQUIREMENTS. DEV. REVIEW ENGINEER: 08/19/2025 DATE APPROVED: Kennedy Jenks I „ DESIGNEDS)RAWN. E LINDQUIST S NTS - DEPARTMENT OF NATURAL RESOURCES & PARKS DIVISION WASTEWATER STREET M STREET DATE: AUGUST 2025 PERMIT ISSUE • b orn -.� ''- - =J ,. H,a ` Ik' %e- GISTSc'$ DESIGN ENGINEER: NHERNANDEZ WORK ORDER: a King County T REHABILITATION SEWEER DIVERSION RESTORATION NOTES PROJECT DWG NO: C1200 This document version is designed to contain sufficient relevant information for the applicable Permit Review submittal and approval process. PROJECTENGINEER: M ACEVEDO PROJECT NO: 1139097 ECMS DOC No:: ON WIDE LOCATION CODE: CONTRACT NO: _ www.osbornconsulting.com AUGUST2025 KC000922 AND LEGEND aHTNOITOTAL C1200 x REV NO 0 NO REVISION DESCRIPTION BY APVD DATE A B C D T E F G T H �J J 30TH ST NE SCALE IN FEET --------- C1207* C1207* I , 0 ,o I , , N I r I , I , I LCL r O N __ _ o' ' C1206* J Q C) I a ' U Lo CD Z N i Z � U� co) � W W M STREET TRUNK Q C1204* Q N�►� ZONE 36 (PACKAGE 2) ' U 1 I "24TH ST NE- - ---T C1210* o- - -- - - N, i 1_____ ____ U C1209* ; cc,4 - C1211* C1210* W .- 23RDSTNE JI —yl C12U ��I III LLLIIII NE �1 r I i NI i U� I NE I mil Ui� i i W' t ' i 2t 18TH ST NE tit 8 CO y� I CD N M STREET TRUNK ZONE 30 (PACKAGE 2) J ST NE *NOTE: DRAWING IS NOT INCLUDED IN PACKAGE 1. THESE DRAWINGS WILL BE INCLUDED IN PACKAGE 2. M STREET TRUNK ZONE 30 (PACKAGE 2) J M STREET TRUNK L1402 i`\(f ZONE 30 (PACKAGE 1) j� 1 wER C1206 * R� R r---- , C1220 ` �� PROJECT REF: FAC25-0008 a 14TH ST NE t -_-__ — - THESE PLANS ARE APPROVED FOR CONFORMANCE �w�C WITH THE CITY OF AUBURN'S REQUIREMENTS. MATCHLINE - SEE DWG C1202 V DEV. REVIEW ENGINEER: M ST NE *NEW* MSTT 08/19/2025 DATE APPROVED: DESIGNEDARAWN. S DEPARTMENT OF NATURAL RESOURCES 8 PARKS DATE: Kennedy Jenks PERMIT ISSUE I „ ELINDQUIST 1°=300 WASTEWATER STREET TREATMENT DIVISION AUGUST 2025 M STREET DESIGN ENGINEER: WORK ORDER: a PROJECT DWG NO: N HERNANDEZ ,AI TRUNK REHABILITATION 1 1 C /� C 1201 _ PROJE RNANDE PROJECT NO: SEWER DIVERSION SURFACE This document version is designed to contain •d ,. H,a ELMS DOC NO: sufficient Review information forthe oval process. �' GISTS <a w� MACEVEDO King County RESTORATION ZONE 30 AND 36 - • Permit Review submittal and approval process. A�SSZONA40.8aG2 LOCATION CODE: CONTRACT NO: SHT NO I TOTAL REV NO _ . www.osbornconsulting.com AUGUST 2025 KEY MAP 1 Cizoi # 0 NO REVISION DESCRIPTION BY APVD DATE CV531 KC000922 300 150 0 300 LL� U Z rc SCALE IN FEET s a 3 X U 2 m o � N N t U r0 3 Y d' Y 'm m�mx BUE F NNU Y Voo Ow N � O X W W m j W 'IwU O EkLL m U a % NO REVISION DESCRIPTION DATE • � r Mill III Sol mill ■■■■■ Iri►�■ UA 19 1 C1219* t 12TH PL NE ►„ I r y I � I I Monson ■■■ ■■■■■■ Ki I Kennedy Jenks I PERMIT ISSUE www.osbornconsulting.00m This document version is designed to contain sufficient relevant information for the applicable Permit Review submittal and approval process. *NOTE: DRAWING IS NOT INCLUDED IN PACKAGE 1. THESE DRAWINGS WILL BE INCLUDED IN PACKAGE 2. E LINDQUIST 1" = 300' DESIGN ENGINEER: WORK ORDER'. N HERNANDEZ PROJECTENGINEER: PROJECT NO: M ACEVEDO 1139097 LOCATION CODE: CONTRACT NO: CV531 KC000922 PROJECT REF: FAC25-0008 THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S REQUIREMENTS. DEV. REVIEW ENGINEER: DATE APPROVED: WASTEWATER TREATMENT DIVISION M STREET TRUNK REHABILITATION SEWER DIVERSION SURFACE King County RESTORATION ZONES 18, 24, AND 30 - KEY MAP 2 08/19/2025 AUGUST 2025 1 A IN U z I LL LL CD N U 20 mar wlw wl— M z J U aS as Q — — 23 as as- 310+00 IL 900-019 N0 M ST NE (COLLECTOR) sewer bypass installed above grade s MAJOR SEWER DIVERSION Ic I Z _ _ I O _ D. as M M T W i7__ OS os 5 as 60.00' MAJOR SEWER DIVERSION I I R/W s s s as as as -d.. Cal — as as — OJ LAY DOWN/STAGING AREA NO. 2 I m 3 W W OS w w -------------- — — z s s as U Q v 1 4 20 i�i 20 �GSTOP ;�L:"ER DIVERSION.—,iPING STAGING f m - - - o - M Sb x o DEAD ENDJ r„ 7 or" r„r0„511r11r Bury Pipe Deleted work LEGEND w •)lY_ Above 7 ABOVE GROUND SEWER DIVERSION w �d Grade pipe s ' >I — OOV — — s — — — — — — BURIED SEWER DIVERSION T" PACKAGE 1 M STREET TRUNK REHABILITATION 3 (m (SEE REHABILITATION DRAWINGS C1100 - C1109) D 3 z o w w M M M M M m m FUTURE INTERSECTION DESIGN LIMITS N w MSTTRUNK.GR22-12 LAY DOWN/STAGING AREA NO. 2 m as SD as as as —as —as —as as as as as N . BURIED SEWER DIVERSION CONCRETE sewer by as installed above grade RESTORATION z ____ 2 - - - M ST NE (COLLECTOR) _ 60.00' _ - J______________________ _______________________ _ RNJ _--.___—_—_—_—_—___—_—_—_—_—___—_—_—_——___________________ _______ BURIED SEWER DIVERSION ASPHALT 4 5 5 s 5 5 S O �$ s S s I 5 s s s s GRIND/OVERLAY RESTORATION u, g NO as as as as ® as t as ------ as BURIED SEWER DIVERSION GRAVEL —_------------ —___—_—_------- _—_—_—_——_------ -------- ------------ J RESTORATION ' I 23 o— — — ��—I-A — _ ABOVE GROUND SEWER DIVERSION AI LANDSCAPE RESTORATION '� 20 MAJOR SEWER DIVERSION - -/�/� BURIED SEWER DIVERSION LANDSCAPE RESTORATION _1 _ INr' ! N,i.-'.e ^ ;i :. ,._r. C "'7+It•a 2 - GENERAL NOTES: a. PRINCIPAL ARTERIAL: 25' ON BOTH SIDE OF THE PIPE 1� RESTORE DISTURBED LANDSCAPING PER PROJECT BURIED SEWER DIVERSION FULL DEPTH 0 to MINOR ARTERIAL: 20' ON BOTH SIDE OF THE PIPE SPECIFICATION 32 92 00 AFTER SEWER DIVERSION IS ASPHALT RESTORATION PER DETAIL T-1.06 x 1. SEE SEWER DIVERSION PUMPING PLANS FOR LOCATION 7. IN THE EVENT THAT FIELD CONDITIONS DETERMINE c. COLLECTOR: 15' ON BOTH SIDE OF THE PIPE REMOVED. uOF SEWER DIVERSION PIPE ALIGNMENT (ABOVE THAT A TEMPORARY ROAD RAMP CANNOT BE USED, d. LOCAL: 10' ON BOTH SIDE OF THE PIPE O NEW MAINTENANCE HOLE GROUND AND SHALLOW BURIAL), EXISTING UTILITIES DIVERSION PIPE SHALL BE BURIED WITHIN THE I0 ALL CONSTRUCTION ACTIVITY, EQUIPMENT, AND PERSONNEL AND DETAILS. ROADWAY OUTSIDE OF THE DRIVEWAY APRON. CURB, 2 GRIND AND OVERLAY ASPHALT PAVEMENT 12" PAST TRENCH TO REMAIN WITHIN COA ROW OR AUBURN MUNICIPAL AIRPORT GUTTER, AND DRIVEWAY SHALL NOT BE DISTURBED. O LIMITS. IF EDGE OF OVERLAY IS WITHIN THE VEHICLE WHEEL PROPERTY, UNLESS INDICATED OTHERWISE. 20 10 0 20 40 `0 2. SEE SHEET C1200 FOR GENERAL NOTES AND LEGEND. RESTORE TRENCH PER CITY OF AUBURN STANDARD m PATH, PROVIDE ADDITIONAL OVERLAY TO AVOID THE WHEEL aS DETAILS T-01, T-02A, AND T-02. 22 CURB RAMPS TO BE REPLACED WITH ADA-COMPLIANT CURB PATH. IF TRENCH IS WITHIN 4' OF A CURB OR LANE LINE, GRIND - b 3. SEE SHEETS C1201 AND C1202 FOR KEY PLAN. RAMPS CONFORMING TO CITY STANDARDS. CURB RAMP SCALE IN FEET .� AND OVERLAY TO THE CURB OR LANE LINE. REFER TO COA KEY NOTES: STD DETAILS T-01 AND T-02 FOR ALL LONGITUDINAL DETAILS, INTERSECTION GRIND/OVERLAY LIMITS, AND CS 4. ALL CONSTRUCTED PEDESTRIAN CROSSINGS AND CURB RAMPS MUST COMPLY WITH THE AMERICAN TRENCHING REQUIREMENTS. STRIPING REPLACEMENTS WILL BE PROVIDED IN A FUTURE ES Y DISABILITY ACT (ADA). O GRIND AND OVERLAY ASPHALT PAVEMENT IN ALL LANES DESIGN PACKAGE. INTERSECTED BY TRANSVERSE TRENCH OR EXCAVATION. © EXTEND GRIND AND OVERLAY OVER ALL QUADRANTS OF AN RESTORATION IS NOT REQUIRED WHERE NO HATCHING IS INTERSECTION THAT THE TRENCH INTERSECTS. REFER TO m 5. FOR TRENCH RESTORATION, SEE CAA STD DETAILS EXTEND GRIND AND OVERLAY PAST BOTH ENDS OF THE F7 T-01, T-02A, AND T-02. SURFACE SEAL AT MATCHLINES SEWER DIVERSION ALIGNMENT IN THE DIRECTION OF TRAVEL COA STD DETAIL T-02A. SHOWN. SURFACES DAMAGED OR DISTURBED BY THE BYPASS x t N SHALL BE PG-84-22. BY THE APPROPRIATE LENGTH LISTED BELOW. EDGE OF OPERATION SHALL BE RESTORED TO PRECONSTRUCTIONCONDITION. DIVERSION ROUTES TO BE INSPECTED AND f OVERLAY TO BE PERPENDICULAR TO THE DIRECTION OF ® RESTORE ROAD PAVEMENT MARKINGS FOLLOWING FINAL CONDITIONS DOCUMENTED PRIOR TO INSTALLATION TO PROJECT REF: FAC25-0008 6. ALL UTILITY STRUCTURES IN AREAS OF PAVEMENT TRAVEL. DO NOT LEAVE SMALL AREAS OF EXISTING ASPHALT PAVEMENT RESTORATION PER COA STD DETAIL T-12, WSDOT PROVIDE A RECORD OF PRECONSTRUCTION CONDITIONS. THESE PLANS ARE APPROVED FOR CONFORMANCE o RESTORATION SHALL BE ADJUSTED TO FINAL GRADE IN IN AREAS WITH MULTIPLE TRENCHES IN CLOSE PROXIMITY. STD PLAN M-20.10-04, AND WSDOT STD PLAN M-24.60-04. WITH THE CITY OF AUBURN's REQUIREMENTS. E ACCORDANCE WITH COA STD DETAIL T-05. FOR ALL TRANSVERSE TRENCH REQUIREMENTS, SEE COA STD a. DOUBLE CENTERLINE $ Ts DETAILS T-01 AND T-02. RESTORE ASPHALT WEDGE DURING b. STOP LINE m a `m K OVERLAY PER COA STD DETAIL T-41. ® AREA SHOWN ON THIS PLAN DEV. REVIEW ENGINEER: N e 08/19/2025 KEY PLAN DATE APPROVED: 8 U RU SCALE: NO SCALE ire DESIGNEDADRAWN'. S U w DEPARWASTEWA WASTEWATER NATURAL TREATMENT DIVISIONPARKS DATE. 20 < Kennedy Jenks PERMIT ISSUE I HF ELINDQUIST 1"=20' MSTREET AUGUST 2025 O r c o -- DESIGN ENGINEER: WORKORDER'. a PROJECT DWG NO: a n TRUNK REHABILITATION C 1203 N HERNANDEZ 1 /'� w - PROJECT ENGINEER: PROJECT NO: SEWER DIVERSION SIJRI-/,CE w' w This document version is designed to contain ='""= SEWER V /'1 ELMS DOC No: tE m m sufficient relevant information for the applicable Al - seoo. 09 w�a M ACEVEDO 1139097 w rn qWw • • • Permit Review submittal and approval process. "es°emssaE°°+� King County RESTORATION ZONE 30 -PLAN 1 • _ • www.osbornconsultin.com S10NAL 8a LOCATION CODE: CONTRACT NO: SHTNOITOTAL REVNO- O A � rc NO REVISION DESCRIPTION BY APVD DATE 9 AUGUST 2025 CV531 KC000922 C1; # 0 n U0-X A T B C D _ s F V G H 20 10 0 20 40 LEGEND LL�w SCALE IN FEET ABOVE GROUND SEWER DIVERSION o BURIED SEWER DIVERSION PACKAGE 1 M STREET TRUNK REHABILITATION 5 (SEE REHABILITATION DRAWINGS C1100 - C1109) C . _ FUTURE INTERSECTION DESIGN LIMITS BURIED SEWER DIVERSION CONCRETE RESTORATION L, T BURIED SEWER DIVERSION ASPHALT MH 510-47 + �' GRIND/OVERLAY RESTORATION —W W W U —SD SD SD sD sD O BURIED SEWER DIVERSION GRAVEL 23 60.00' S° sD o RESTORATION R1W 17TH ST NE (LOCAL) w S 3 5 T s ., _ s S N ABOVE GROUND SEWER DIVERSION s w - LANDSCAPE RESTORATION BURIED SEWER DIVERSION LANDSCAPE RESTORATION BURIED SEWER DIVERSION FULL DEPTH ASPHALT RESTORATION PER DETAIL T-1.06 20 SEWER DIVERSION � ~� PUMPING STAGING NEW MAINTENANCE HOLE � q 3 2 5 X S m° 0 d Y tll g X U M 1 U m E � ¢ m LL m LID m ' Ngm - N E U�U Y VOW o'roo N 1� W O z m�m wYwx 0 EkLL 0A0W m U u X REVISION DESCRIPTION — SD / W MH 610-04 1 v S n DATE NO SURFACE RESTORATION THIS SHEET SD —}SD PH s s 1111111111111W• SEWER DIVERSION , PUMPING STAGING SD SD 16TH ST NE (LOCAL) —s s lit }T I Ki I Kennedy Jenks I PERMIT ISSUE www.osbornconsulting.00m This document version is designed to contain sufficient relevant information for the applicable Permit Review submittal and approval process. n t1 SD�� N E LINDQUIST 1" = 20' DESIGN ENGINEER: WORK ORDER'. N HERNANDEZ PROJECTENGINEER: PROJECT NO: M ACEVEDO 1139097 LOCATION CODE: CONTRACT NO: CV531 KC000922 GENERAL NOTES: 1. SEE SEWER DIVERSION PUMPING PLANS FOR LOCATION OF SEWER DIVERSION PIPE ALIGNMENT (ABOVE GROUND AND SHALLOW BURIAL), EXISTING UTILITIES AND DETAILS. 2. SEE SHEET C1200 FOR GENERAL NOTES AND LEGEND. 3. SEE SHEETS C1201 AND C1202 FOR KEY PLAN. 4. ALL CONSTRUCTED PEDESTRIAN CROSSINGS AND CURB RAMPS MUST COMPLY WITH THE AMERICAN DISABILITY ACT (ADA). 5. FOR TRENCH RESTORATION, SEE COA STD DETAILS T-01, T-02A, AND T-02. SURFACE SEAL AT MATCHLINES SHALL BE PG-64-22. 6. ALL UTILITY STRUCTURES IN AREAS OF PAVEMENT RESTORATION SHALL BE ADJUSTED TO FINAL GRADE IN ACCORDANCE WITH COA STD DETAIL T-05. 7. IN THE EVENT THAT FIELD CONDITIONS DETERMINE THAT A TEMPORARY ROAD RAMP CANNOT BE USED, DIVERSION PIPE SHALL BE BURIED WITHIN THE ROADWAY OUTSIDE OF THE DRIVEWAY APRON. CURB, GUTTER, AND DRIVEWAY SHALL NOT BE DISTURBED. RESTORE TRENCH PER CITY OF AUBURN STANDARD DETAILS T-01, T-02A, AND T-02. �g ALL CONSTRUCTION ACTIVITY, EQUIPMENT, AND PERSONNEL TO REMAIN WITHIN COA ROW OR AUBURN MUNICIPAL AIRPORT PROPERTY, UNLESS INDICATED OTHERWISE. �3 RESTORATION IS NOT REQUIRED WHERE NO HATCHING IS SHOWN. SURFACES DAMAGED OR DISTURBED BY THE BYPASS OPERATION SHALL BE RESTORED TO PRECONSTRUCTION CONDITION. DIVERSION ROUTES TO BE INSPECTED AND CONDITIONS DOCUMENTED PRIOR TO INSTALLATION TO PROVIDE A RECORD OF PRECONSTRUCTION CONDITIONS. m PROJECT REF: FAC25-0008 THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S REQUIREMENTS. ®AREA SHOWN ON THIS PLAN DEV. REVIEW ENGINEER: KEY PLAN DATE APPROVED: SCALE: NO SCALE DEPARTMENT OF NATURAL RESOURCES & PARKS WASTEWATER TREATMENT DIVISION M STREET TRUNK REHABILITATION LQ SEWER DIVERSION SURFACE King County RESTORATION ZONE 30 - PLAN 2 08/19/2025 AUGUST 2025 1 LL� 20 10 0 20 40 w SCALE IN FEET 1 4 z w G U x u, Ic Uq 3 W 3 z W 4 U In L02 0 U O 0 2 5 in Up 9 0 M 0 Y ai o � U n 1 ZI U � o E � ¢ m LL a X m �m� NN E> r U$U U Uo� w o'roo N 1� WLul O z m�m Y,w x w 0 EkU. 0A0W n UUx s F .. 1-'. M ST NE (COLLECTOR) 60.00' I RW •��••��f•�r BUry Pipe Above Grade pipe so - oZt: x COA MON 610-016 m — as I MH 610-106 1--1 D T MINOR SEWER DIVERSION SEWER DIVERSION PUMPING STAGING Ar 23 .'}1.. t;'. O CI s wi _1 rn .�' MAJOR SEWER DIVERSION zl,( JPff U il o 305+00 N ST NE (LOCAL) r REVISION DESCRIPTION BY APVD DATE M11 B 4 Oki — Deleted work �MATCHLINE - SEE DWG C1204 i •Lpp•��!� �^ 2D1 SPIKE M M EXISTING PLAT MON AT 16TH AND N ST NE Kennedy Jenks l PERMIT ISSUE www.osbornconsulting.00m This document version is designed to contain sufficient relevant information for the applicable Permit Review submittal and approval process. a w IJ KEY NOTES: 1O GRIND AND OVERLAY ASPHALT PAVEMENT IN ALL LANES INTERSECTED BY TRANSVERSE TRENCH OR EXCAVATION. EXTEND GRIND AND OVERLAY PAST BOTH ENDS OF THE SEWER DIVERSION ALIGNMENT IN THE DIRECTION OF TRAVEL BY THE APPROPRIATE LENGTH LISTED BELOW. EDGE OF OVERLAY TO BE PERPENDICULAR TO THE DIRECTION OF TRAVEL. DO NOT LEAVE SMALL AREAS OF EXISTING ASPHALT IN AREAS WITH MULTIPLE TRENCHES IN CLOSE PROXIMITY. FOR ALL TRANSVERSE TRENCH REQUIREMENTS, SEE COA STD DETAILS T-01 AND T-02. a. PRINCIPAL ARTERIAL: 25' ON BOTH SIDES OF THE PIPE b. MINOR ARTERIAL: 20' ON BOTH SIDES OF THE PIPE c. COLLECTOR: 15' ON BOTH SIDES OF THE PIPE d. LOCAL: 10' ON BOTH SIDES OF THE PIPE O2 GRIND AND OVERLAY ASPHALT PAVEMENT 12" PAST TRENCH LIMITS. IF EDGE OF OVERLAY IS WITHIN THE VEHICLE WHEEL PATH, PROVIDE ADDITIONAL OVERLAY TO AVOID THE WHEEL PATH. IF TRENCH IS WITHIN 4' OF A CURB OR LANE LINE, GRIND AND OVERLAY TO THE CURB OR LANE LINE. REFER TO COA STD DETAILS T-01 AND T-02 FOR ALL LONGITUDINAL TRENCHING REQUIREMENTS. © EXTEND GRIND AND OVERLAY OVER ALL QUADRANTS OF AN INTERSECTION THAT THE TRENCH INTERSECTS. REFER TO GOA STD DETAIL T-02A. 17 RESTORE DISTURBED LANDSCAPING PER PROJECT SPECIFICATION 32 92 00 AFTER SEWER DIVERSION IS REMOVED. �0 ALL CONSTRUCTION ACTIVITY, EQUIPMENT, AND PERSONNEL TO REMAIN WITHIN COA ROW OR AUBURN MUNICIPAL AIRPORT PROPERTY, UNLESS INDICATED OTHERWISE. �2 CURB RAMPS TO BE REPLACED WITH ADA-COMPLIANT CURB RAMPS CONFORMING TO CITY STANDARDS. CURB RAMP DETAILS, INTERSECTION GRIND/OVERLAY LIMITS, AND STRIPING REPLACEMENTS WILL BE PROVIDED IN A FUTURE DESIGN PACKAGE. 23 RESTORATION IS NOT REQUIRED WHERE NO HATCHING IS SHOWN. SURFACES DAMAGED OR DISTURBED BY THE BYPASS OPERATION SHALL BE RESTORED TO PRECONSTRUCTION CONDITION. DIVERSION ROUTES TO BE INSPECTED AND CONDITIONS DOCUMENTED PRIOR TO INSTALLATION TO PROVIDE A RECORD OF PRECONSTRUCTION CONDITIONS. E LINDQUIST 1" = 20' DESIGN ENGINEER: WORK ORDER'. N HERNANDEZ PROJECTENGINEER: PROJECT NO: M ACEVEDO 1139097 LOCATION CODE: CONTRACT NO: CV531 KC000922 GENERAL NOTES: 1. SEE SEWER DIVERSION PUMPING PLANS FOR LOCATION OF SEWER DIVERSION PIPE ALIGNMENT (ABOVE GROUND AND SHALLOW BURIAL), EXISTING UTILITIES AND DETAILS. 2. SEE SHEET C1200 FOR GENERAL NOTES AND LEGEND. 3. SEE SHEETS C1201 AND C1202 FOR KEY PLAN. 4. ALL CONSTRUCTED PEDESTRIAN CROSSINGS AND CURB RAMPS MUST COMPLY WITH THE AMERICAN DISABILITY ACT (ADA). 5. FOR TRENCH RESTORATION, SEE COA STD DETAILS T-01, T-02A, AND T-2. SURFACE SEAL AT MATCHLINES SHALL BE PG 64-22. 6. ALL UTILITY STRUCTURES IN AREAS OF PAVEMENT RESTORATION SHALL BE ADJUSTED TO FINAL GRADE IN ACCORDANCE WITH COA STD DETAIL T-05. 7. IN THE EVENT THAT FIELD CONDITIONS DETERMINE THAT A TEMPORARY ROAD RAMP CANNOT BE USED, DIVERSION PIPE SHALL BE BURIED WITHIN THE ROADWAY OUTSIDE OF THE DRIVEWAY APRON. CURB, GUTTER, AND DRIVEWAY SHALL NOT BE DISTURBED. RESTORE TRENCH PER CITY OF AUBURN STANDARD DETAILS T-01, T-02A, AND T-02. LEGEND ABOVE GROUND SEWER DIVERSION BURIED SEWER DIVERSION PACKAGE 1 M STREET TRUNK REHABILITATION (SEE REHABILITATION DRAWINGS C1100 - C1109) . _ . FUTURE INTERSECTION DESIGN LIMITS BURIED SEWER DIVERSION CONCRETE RESTORATION BURIED SEWER DIVERSION ASPHALT GRIND/OVERLAY RESTORATION BURIED SEWER DIVERSION GRAVEL RESTORATION ABOVE GROUND SEWER DIVERSION LANDSCAPE RESTORATION BURIED SEWER DIVERSION LANDSCAPE RESTORATION BURIED SEWER DIVERSION FULL DEPTH ASPHALT RESTORATION PER DETAIL T-1.06 O NEW MAINTENANCE HOLE PROJECT REF: FAC25-0008 THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF ALIBURN'S REQUIREMENTS. AREA SHOWN ON THIS PLAN DEV. REVIEW ENGINEER: KEY PLAN DATE APPROVED: SCALE: NO SCALE DEPARTMENT OF NATURAL RESOURCES & PARKS WASTEWATER TREATMENT DIVISION M STREET TRUNK REHABILITATION SEWER DIVERSION SURFACE King County RESTORATION ZONE 30 = PLAN 3 08/19/2025 AUGUST 2025 1 W I 01 ' MH 610-11 j 0 SEWER DIVERSION PUMPING STAGING 5 2 E x MINOR SEWER DIVERSION � o U 4 0. 0 z m 4 U w ` ]# 2 w s w 20 z U 3 Y o M ST NE (LOCAL) u 0 < <a< < w � « « « « a ` v 1« 20 2a 3 y 2 21 U in > U 1 �T *NEW* MSTTRUNK.GR22-15A d Sa < < W N , 1 a U M < < ;o a N�m� N r 9 y'Ia E> SU E SNm Zq Y VOW o'roo N 1� O W z m�m ,lax YJu O EkLL m m NO REVISION DESCRIPTION U a F ( 20 10 0 20 40 SCALE IN FEET �II II'I 0 I �. N M ST NE (COLLECTOR) -M �J 60.00' O lull O c C Above 'I Grade pipe I' 22 1 wow COA MON 610-018 X fill NEW DATE — Deleted work GENERAL NOTES: 1. SEE SEWER DIVERSION PUMPING PLANS FOR LOCATION OF SEWER DIVERSION PIPE ALIGNMENT (ABOVE GROUND AND SHALLOW BURIAL), EXISTING UTILITIES AND DETAILS. 2. SEE SHEET C1200 FOR GENERAL NOTES AND LEGEND. 3. SEE SHEETS C1201 AND C1202 FOR KEY PLAN. 4. ALL CONSTRUCTED PEDESTRIAN CROSSINGS AND CURB RAMPS MUST COMPLY WITH THE AMERICAN DISABILITY ACT (ADA). 5. FOR TRENCH RESTORATION, SEE COA STD DETAILS T-01, T-02A, AND T-02. SURFACE SEAL AT MATCHLINES SHALL BE PG-64-22. 6. ALL UTILITY STRUCTURES IN AREAS OF PAVEMENT RESTORATION SHALL BE ADJUSTED TO FINAL GRADE IN ACCORDANCE WITH COA STD DETAIL T-05. 7. IN THE EVENT THAT FIELD CONDITIONS DETERMINE THAT A TEMPORARY ROAD RAMP CANNOT BE USED, DIVERSION PIPE SHALL BE BURIED WITHIN THE ROADWAY OUTSIDE OF THE DRIVEWAY APRON. CURB, GUTTER, AND DRIVEWAY SHALL NOT BE DISTURBED. RESTORE TRENCH PER CITY OF AUBURN STANDARD DETAILS T-01, T-02A, AND T-02. O GRIND AND OVERLAY ASPHALT PAVEMENT IN ALL LANES INTERSECTED BY TRANSVERSE TRENCH OR EXCAVATION. EXTEND GRIND AND OVERLAY PAST BOTH ENDS OF THE SEWER DIVERSION ALIGNMENT IN THE DIRECTION OF TRAVEL BY THE APPROPRIATE LENGTH LISTED BELOW. EDGE OF OVERLAY TO BE PERPENDICULAR TO THE DIRECTION OF TRAVEL. DO NOT LEAVE SMALL AREAS OF EXISTING ASPHALT IN AREAS WITH MULTIPLE TRENCHES IN CLOSE PROXIMITY. FOR ALL TRANSVERSE TRENCH REQUIREMENTS, SEE COA STD DETAILS T-01 AND T-02. RESTORE ASPHALT WEDGE DURING OVERLAY PER COA STD DETAIL T-41. a. PRINCIPAL ARTERIAL: 25' ON BOTH SIDE OF THE PIPE J. MINOR ARTERIAL: 20' ON BOTH SIDE OF THE PIPE C. COLLECTOR: 15' ON BOTH SIDE OF THE PIPE d. LOCAL: 1 VON BOTH SIDE OF THE PIPE O GRIND AND OVERLAY ASPHALT PAVEMENT 12" PAST TRENCH LIMITS. IF EDGE OF OVERLAY IS WITHIN THE VEHICLE WHEEL PATH, PROVIDE ADDITIONAL OVERLAY TO AVOID THE WHEEL PATH. IF TRENCH IS WITHIN 4' OF A CURB OR LANE LINE, GRIND AND OVERLAY TO THE CURB OR LANE LINE. REFER TO COA STD DETAILS T-01 AND T-02 FOR ALL LONGITUDINAL TRENCHING REQUIREMENTS. MAJOR SEWER DIVERSION 23 — 20 — 17 301+00 W 302+00 owl" 60.00, RIW — d 6 SEWER DIVERSION PUMPING STATING � ,• 1 Kennedy Jenks PERMIT ISSUE www.osbornconsulting.00m This document version is designed to contain sufficient relevant information for the applicable Permit Review submittal and approval process. N ST NE (LOCAL) © EXTEND GRIND AND OVERLAY OVER ALL QUADRANTS OF AN INTERSECTION THAT THE TRENCH INTERSECTS. REFER TO COA STD DETAIL T-02A. ® RESTORE ROAD PAVEMENT MARKINGS FOLLOWING FINAL PAVEMENT RESTORATION PER COA STD DETAIL T-12, WSDOT STD PLAN M-20.10-04, AND WSDOT STD PLAN M-24.60-04. a. DOUBLE CENTERLINE b. STOP LINE O REMOVE EXISTING SIDEWALK AND INSTALL CURB RAMP PER DETAILS ON SHEET C4250. 17 RESTORE DISTURBED LANDSCAPING PER PROJECT SPECIFICATION 32 92 00 AFTER SEWER DIVERSION IS REMOVED. 19 AREA UNDER CONSTRUCTION (BY OTHERS). SURFACE CONDITIONS WILL BE DIFFERENT AT THE TIME OF CONSTRUCTION. ALL CONSTRUCTION ACTIVITY, EQUIPMENT, AND PERSONNEL TO REMAIN WITHIN COA ROW OR AUBURN MUNICIPAL AIRPORT PROPERTY, UNLESS INDICATED OTHERWISE. REPLACE EXISTING DRIVEWAY WITH SIDEWALK, LANDSCAPE STRIP, AND 6-INCH CURB AND GUTTER. REFER TO COA STD DETAIL T-13, PROJECT SPECIFICATION 32 92 00, AND WSDOT STANDARD PLAN F-10.12-04. l2 CURB RAMPS TO BE REPLACED WITH ADA-COMPLIANT CURB RAMPS CONFORMING TO CITY STANDARDS. CURB RAMP DETAILS, INTERSECTION GRIND/OVERLAY LIMITS, AND STRIPING REPLACEMENTS WILL BE PROVIDED IN A FUTURE DESIGN PACKAGE. RESTORATION IS NOT REQUIRED WHERE NO HATCHING IS SHOWN. SURFACES DAMAGED OR DISTURBED BY THE BYPASS OPERATION SHALL BE RESTORED TO PRECONSTRUCTION CONDITION. DIVERSION ROUTES TO BE INSPECTED AND CONDITIONS DOCUMENTED PRIOR TO INSTALLATION TO PROVIDE A RECORD OF PRECONSTRUCTION CONDITIONS. 303+00 304+00 r-j E LINDQUIST 1" = 20' DESIGN ENGINEER: WORK ORDER'. N HERNANDEZ PROJECTENGINEER: PROJECT NO: M ACEVEDO 1139097 LOCATION CODE: CONTRACT NO: CV531 KC000922 ABOVE GROUND SEWER DIVERSION — — — — — — BURIED SEWER DIVERSION PACKAGE 1 M STREET TRUNK REHABILITATION (SEE REHABILITATION DRAWINGS C1100 - Cl109) . _ . FUTURE INTERSECTION DESIGN LIMITS BURIED SEWER DIVERSION CONCRETE RESTORATION BURIED SEWER DIVERSION ASPHALT GRIND/OVERLAY RESTORATION BURIED SEWER DIVERSION GRAVEL RESTORATION ABOVE GROUND SEWER DIVERSION LANDSCAPE RESTORATION BURIED SEWER DIVERSION LANDSCAPE RESTORATION BURIED SEWER DIVERSION FULL DEPTH ASPHALT RESTORATION PER DETAIL T-1.06 O NEW MAINTENANCE HOLE ®AREA SHOWN ON THIS PLAN KEY PLAN SCALE: NO SCALE N PROJECT REF: FAC25-0008 IN THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S REQUIREMENTS. DEV. REVIEW ENGINEER: 08/19/2025 DATE APPROVED: DEPARTMENT OF NATURAL RESOURCES & PARKS DATE: WASTEWATER TREATMENT DIVISION AUGUST 2025 M STREET LQ TRUNK REHABILITATION PROJECT DWG NO: C1206 SEWER DIVERSION SURFACE ECMS DOC NO: King County RESTORATION ZONE 30 = PLAN 4 sHTNo,TGTAL REVNo, I 0 2 U N `a m° 0 cli Y vi n 4 N K � 1 U m S a rc d y X b o m O UEU r YUI W O m 0 0 �Kjo w 9Nw W a kw Y w 6Yw p kLL K �pw 0 UUx 20 10 0 20 40 SCALE IN FEET KEY NOTES: ( GRIND AND OVERLAY ASPHALT PAVEMENT IN ALL LANES INTERSECTED BY TRANSVERSE TRENCH OR EXCAVATION. EXTEND GRIND AND OVERLAY PAST BOTH ENDS OF THE SEWER DIVERSION ALIGNMENT IN THE DIRECTION OF TRAVEL BY THE APPROPRIATE LENGTH LISTED BELOW. EDGE OF OVERLAY TO BE PERPENDICULAR TO THE DIRECTION OF TRAVEL. DO NOT LEAVE SMALL AREAS OF EXISTING ASPHALT IN AREAS WITH MULTIPLE TRENCHES IN CLOSE PROXIMITY. FOR ALL TRANSVERSE TRENCH REQUIREMENTS, SEE COA STD DETAILS T-01 AND T-02. RESTORE ASPHALT WEDGE DURING OVERLAY PER COA STD DETAIL T-41. a. PRINCIPAL ARTERIAL: 25' ON BOTH SIDE OF THE PIPE b. MINOR ARTERIAL: 20' ON BOTH SIDE OF THE PIPE c. COLLECTOR: 15' ON BOTH SIDE OF THE PIPE d. LOCAL: 10' ON BOTH SIDE OF THE PIPE 5O RESTORE CURB AND GUTTER TO MATCH PRE-EXISTING CURB TYPE AND TO NEAREST EXPANSION JOINT OR AS DIRECTED BY PROJECT REPRESENTATIVE. REFER TO APPLICABLE DETAIL, EITHER WSDOT STD PLAN T-10.12-04 OR COA STD DETAIL T-41. © EXTEND GRIND AND OVERLAY OVERALL QUADRANTS OF AN INTERSECTION THAT THE TRENCH INTERSECTS. REFER TO COA STD DETAIL T-02A. #1 - UPDATES TO SEWER DIVERSION LOCATION & CURB RAMPS REVISION DESCRIPTION ® RESTORE ROAD PAVEMENT MARKINGS FOLLOWING FINAL PAVEMENT RESTORATION PER COA STD DETAIL T-12, WSDOT STD PLAN M-20.10-04, AND WSDOT STD PLAN M-24.60-04. a. DOUBLE CENTERLINE b. STOP LINE c. TWO-WAY LEFT -TURN CENTERLINE d. LANE LINE e. BIKE RIDER SYMBOL WITHOUT ARROW 14 REPLACE ENTIRE SIDEWALK PANELS WHERE PANELS ARE DISTURBED BY TRENCHING. REFER TO THE APPLICABLE COA STD DETAIL EITHER T-13 OR T-15. 17 RESTORE DISTURBED LANDSCAPING PER PROJECT SPECIFICATION 32 92 00 AFTER SEWER DIVERSION IS REMOVED. 18 RESTORE EXCAVATED LANDSCAPE AREA PER PROJECT SPECIFICATION 32 92 00. MAY USE NATIVE MATERIAL FOR TRENCH/SUBGRADE BACKFILL IN LANDSCAPE AREAS. I0 ALL CONSTRUCTION ACTIVITY, EQUIPMENT, AND PERSONNEL TO REMAIN WITHIN COA ROW OR AUBURN MUNICIPAL AIRPORT PROPERTY. UNLESS INDICATED OTHERWISE. Kj I Kennedy Jenks o4/nr26 WWW.osbomoonsulting.00m DATE WEEM �3 RESTORATION IS NOT REQUIRED WHERE NO HATCHING IS SHOWN. SURFACES DAMAGED OR DISTURBED BY THE BYPASS OPERATION SHALL BE RESTORED TO PRECONSTRUCTION CONDITION. DIVERSION ROUTES TO BE INSPECTED AND CONDITIONS DOCUMENTED PRIOR TO INSTALLATION TO PROVIDE A RECORD OF PRECONSTRUCTION CONDITIONS. EXISTING CURB RAMP HAS BEEN VERIFIED TO BE ADA COMPLIANT, NO UPGRADE REQUIRED © CURB RAMP UPGRADE TRIGGERED BY RESTORATION BUT IS NOT BEING UPGRADED DUE TO ROW CONSTRAINTS. GENERAL NOTES: 1. SEE SEWER DIVERSION PUMPING PLANS FOR LOCATION OF SEWER DIVERSION PIPE ALIGNMENT (ABOVE GROUND AND SHALLOW BURIAL), EXISTING UTILITIES AND DETAILS. 2. SEE SHEET C1200 FOR GENERAL NOTES AND LEGEND. 3. SEE SHEETS C1201 AND C1202 FOR KEY PLAN. 4. ALL CONSTRUCTED PEDESTRIAN CROSSINGS AND CURB RAMPS MUST COMPLY WITH THE AMERICAN DISABILITY ACT (ADA). 5. FOR TRENCH RESTORATION, SEE COA STD DETAILS T-01, T-02A, AND T-02. SURFACE SEAL AT MATCHLINES SHALL BE PG-04-22. 6. ALL UTILITY STRUCTURES IN AREAS OF PAVEMENT RESTORATION SHALL BE ADJUSTED TO FINAL GRADE IN ACCORDANCE WITH COA STD DETAIL T-05. 7. IN THE EVENT THAT FIELD CONDITIONS DETERMINE THAT A TEMPORARY ROAD RAMP CANNOT BE USED, DIVERSION PIPE SHALL BE BURIED WITHIN THE ROADWAY OUTSIDE OF THE DRIVEWAY APRON. CURB, GUTTER, AND DRIVEWAY SHALL NOT BE DISTURBED. RESTORE TRENCH PER CITY OF AUBURN STANDARD DETAILS T-01, T-02A, AND T-02. 17e7J\I11111 ®AREA SHOWN ON THIS PLAN KEY PLAN SCALE: NO SCALE ABOVE GROUND SEWER DIVERSION BURIED SEWER DIVERSION PACKAGE 1 M STREET TRUNK REHABILITATION (SEE REHABILITATION DRAWINGS C1100 - C1109) FUTURE INTERSECTION DESIGN LIMITS BURIED SEWER DIVERSION CONCRETE RESTORATION BURIED SEWER DIVERSION ASPHALT GRIND/OVERLAY RESTORATION BURIED SEWER DIVERSION FULL DEPTH ASPHALT RESTORATION PER DETAIL T-1.06 BURIED SEWER DIVERSION GRAVEL RESTORATION ABOVE GROUND SEWER DIVERSION LANDSCAPE RESTORATION BURIED SEWER DIVERSION OR PLANTER AREA LANDSCAPE RESTORATION NEW MAINTENANCE HOLE REVISED FAC25-0008 PROJECT REF THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S REQUIREMENTS. DEV. REVIEW ENGINEER: _ 4� _ 4/30/2026 DATEAPPROVED: E LINDQUIST III =20' WASTEWATER TREATMENT DIVISION DESIGN ENGINEER: WORK ORDER: ,'/ MSTREET E SMITH �/�� TRUNK REHABILITATION 1 1 C /� PROJECTENGINEER: PROJECT NO: SEWER DIVERSION SURFACE M CODE CONTR ACT RACNO 9097 Ki LOCATIONng County RESTORATION ZONE 24 - PLAN 1 CV531 KC000922 SEE C1124 FOR DIVERSION PLAN APRIL 2026 i3 1 w wl 00 m 4 U 20 10 0 20 40 SCALE IN FEET 1 •1 MAJOR SEWER DIVERSIONIII _ IW r . GENERAL NOTES: 1. SEE SEWER DIVERSION PUMPING PLANS FOR LOCATION OF SEWER DIVERSION PIPE ALIGNMENT (ABOVE GROUND AND SHALLOW BURIAL), EXISTING UTILITIES AND DETAILS. 2. SEE SHEET C1200 FOR GENERAL NOTES AND LEGEND. 3. SEE SHEETS C1201 AND C1202 FOR KEY PLAN. 4. ALL CONSTRUCTED PEDESTRIAN CROSSINGS AND CURB RAMPS MUST COMPLY WITH THE AMERICAN DISABILITY ACT (ADA). 5. FOR TRENCH RESTORATION, SEE COA STD DETAILS T-01, T-02A, AND T-02. SURFACE SEAL AT MATCHLINES SHALL BE PG-64-22. 6. ALL UTILITY STRUCTURES IN AREAS OF PAVEMENT RESTORATION SHALL BE ADJUSTED TO FINAL GRADE IN ACCORDANCE WITH COA STD DETAIL T-05. 7. IN THE EVENT THAT FIELD CONDITIONS DETERMINE THAT A TEMPORARY ROAD RAMP CANNOT BE USED, DIVERSION PIPE SHALL BE BURIED WITHIN THE ROADWAY OUTSIDE OF THE DRIVEWAY APRON. CURB, GUTTER, AND DRIVEWAY SHALL NOT BE DISTURBED. RESTORE TRENCH PER CITY OF AUBURN STANDARD DETAILS T-01, T-02A, AND T-02. 31 2ND ST NE (LUU/AL) M M M I'!� = ME Al Ho 19 N 39 LF 8"SD S=0.5%- EX CB 8499 IE 175.1 8" SD (N) IE 175.1 EX 8" SD (W) IE 175.1 EX 8" SO (E) CB TYPE 1 RIM =176.74' I•• IE-175.30' WI 4'.':: 11 1 ._. CB TYPE 1 CONC BLOCK WALLS RIM = 176.44' IE 175.00' �19 _ LF 8"SD A Q _—S=0.5% —r O LLl EX CB 8439 Z IE 174.9 8" SD (N) IE 174.9 EX 8" SD (W) U) IE 174.9 EX 8" SD (E) Z 15 RESTORE CRUSHED GRAVEL SURFACING PER PROJECT SPECIFICATION 32 15 00. 18 RESTORE EXCAVATED LANDSCAPE AREA PER PROJECT SPECIFICATION 32 92 00. MAY USE NATIVE MATERIAL FOR TRENCH/SUBGRADE BACKFILL IN LANDSCAPE AREAS. ALL CONSTRUCTION ACTIVITY, EQUIPMENT, AND PERSONNEL TO REMAIN WITHIN COA ROW OR AUBURN MUNICIPAL AIRPORT PROPERTY, UNLESS INDICATED OTHERWISE. ?3 RESTORATION IS NOT REQUIRED WHERE NO HATCHING IS SHOWN. SURFACES DAMAGED OR DISTURBED BY THE BYPASS OPERATION SHALL BE RESTORED TO PRECONSTRUCTION CONDITION. DIVERSION ROUTES TO BE INSPECTED AND CONDITIONS DOCUMENTED PRIOR TO INSTALLATION TO PROVIDE A RECORD OF PRECONSTRUCTION CONDITIONS. LEGEND SPRUCE32" qm MAJOR SEWER DIVERSION NO POWER" 31H9 �1 1 �IHO ,9 31Ho ABOVE GROUND SEWER DIVERSION BURIED SEWER DIVERSION PACKAGE 1 M STREET TRUNK REHABILITATION (SEE REHABILITATION DRAWINGS C1100 - C1109) FUTURE INTERSECTION DESIGN LIMITS BURIED SEWER DIVERSION CONCRETE RESTORATION BURIED SEWER DIVERSION ASPHALT GRIND/OVERLAY RESTORATION BURIED SEWER DIVERSION FULL DEPTH ASPHALT RESTORATION PER DETAIL T-1.06 BURIED SEWER DIVERSION GRAVEL RESTORATION ABOVE GROUND SEWER DIVERSION LANDSCAPE RESTORATION BURIED SEWER DIVERSION OR PLANTER AREA LANDSCAPE RESTORATION NEW MAINTENANCE HOLE M ( Io N REVISED 1 PROJECT REF: _FAC25-0008 THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S REQUIREMENTS. ®AREA SHOWN ON THIS PLAN DEV. REVIEW ENGINEER: KEY PLAN 4/30/2026 DATE APPROVED: SCALE: NO SCALE DESIGNEDARAWN'. S DATE: p K'T I� Q/'TI Jenks I� I/ DEPARTMENT OF NATURAL RESOURCES &PARKS Kennedy I1. lAy Jl-.I If\S RTHEIp ELINDQUIST 1"=20' WASTEWATER TREATMENT DIVISION APRIL 2026 .,d �F WA& I'l" - M STREET DESIGN ENGINEER: WORK ORDER: .i PROJECT DWG NO: "Ft S'_ 'k � ESMITH TRUNK REHABILITATION C 1208 .:�y ?ESEWER DIVERSION SURFACE PROJECT ENGINEER: PROJECT NO: ECMS DOC NO:: o '" �z,< '° MACEVEDO „3 7 Fo�sreKing County RESTORATION ZONE 24 -PLAN 2 • • Pgga<°4t2 1 FDC #1 - UPDATES TO SEWER DIVERSION LOCATION & CURB RAMPS EMS 04/17128 910NAL £� LOCATION CODE: CONTRACT No: SHT NO I TOTAL REV NO • - www.osbomconsulting.com CV531 K0000922 SEE C1124 FOR DIVERSION PLAN C1208 # 'I NO REVISION DESCRIPTION BY APVD DATE KEY NOTES: iO GRIND AND OVERLAY ASPHALT PAVEMENT IN ALL LANES INTERSECTED BY TRANSVERSE TRENCH OR EXCAVATION. EXTEND GRIND AND OVERLAY PAST BOTH ENDS OF THE SEWER DIVERSION ALIGNMENT IN THE DIRECTION OF TRAVEL BY THE APPROPRIATE LENGTH LISTED BELOW. EDGE OF OVERLAY TO BE PERPENDICULAR TO THE DIRECTION OF TRAVEL. DO NOT LEAVE SMALL AREAS OF EXISTING ASPHALT IN AREAS WITH MULTIPLE TRENCHES IN CLOSE PROXIMITY. FOR ALL TRANSVERSE TRENCH REQUIREMENTS, SEE COA STD DETAILS T-01 AND T-02. RESTORE ASPHALT WEDGE DURING OVERLAY PER COA STD DETAIL T-01. a. PRINCIPAL ARTERIAL: 25' ON BOTH SIDE OF THE PIPE b. MINOR ARTERIAL: 20' ON BOTH SIDE OF THE PIPE c. COLLECTOR: 15' ON BOTH SIDE OF THE PIPE d. LOCAL: 10' ON BOTH SIDE OF THE PIPE O GRIND AND OVERLAY ASPHALT PAVEMENT 12" PAST TRENCH LIMITS. IF EDGE OF OVERLAY IS WITHIN THE VEHICLE WHEEL PATH, PROVIDE ADDITIONAL OVERLAY TO AVOID THE WHEEL PATH. IF TRENCH IS WITHIN 4' OF A CURB OR LANE LINE, GRIND AND OVERLAY TO THE CURB OR LANE LINE. REFER TO COA STD DETAILS T-01 AND T-02 FOR ALL LONGITUDINAL TRENCHING REQUIREMENTS. © EXTEND GRIND AND OVERLAY OVER ALL QUADRANTS OF AN INTERSECTION THAT THE TRENCH INTERSECTS. REFER TO COA STD DETAIL T-02A. 9O REMOVE EXISTING SIDEWALK AND INSTALL CURB RAMP PER DETAIL SHEETS. w 20 10 0 20 40 LL�w SCALE IN FEET 5 (V w ~O z m 0 I MAJOR SEWER c>i DIVERSION - �' C j w I �F 60.00' o R/W 0 3 O a w Q U w O U LU Z y F— w w J rc i U I a m 2 U X U 800 m MH 710-76 A a d Y D N yj U M U m E � ¢ m�a ma m`x m �m� NN E> r U�U U Uo� w O'roo N I� W O z m�m wgWW 0 EkLL Y A W m 6 u Ic NO C3 i010 55.00' 3RD ST NE (LOCAL) z3 RM 4r. o o+ IIIII'/I// o m 777 1—�a1 SEWER DIVERSION ' PUMPING STAGING L REVISION DESCRIPTION DATE 803+00 r T MAJOR SEWER DIVERSION 20 1 GATE 6' CHLK 6 804+00 R Ki I Kennedy Jenks I PERMIT ISSUE www.osbornconsulting.00m This document version is designed to contain sufficient relevant information for the applicable Permit Review submittal and approval process. 0 +o KEY NOTES: GENERAL NOTES: 1D GRIND AND OVERLAY ASPHALT PAVEMENT IN ALL 1. SEE SEWER DIVERSION PUMPING PLANS FOR LOCATION LANES INTERSECTED BY TRANSVERSE TRENCH OR OF SEWER DIVERSION PIPE ALIGNMENT (ABOVE EXCAVATION. EXTEND GRIND AND OVERLAY PAST GROUND AND SHALLOW BURIAL), EXISTING UTILITIES -"� J BOTH ENDS OF THE SEWER DIVERSION AND DETAILS. Q ALIGNMENT IN THE DIRECTION OF TRAVEL BY THE Ir i® APPROPRIATE LENGTH LISTED BELOW. EDGE OF 2. SEE SHEET C1200 FOR GENERAL NOTES AND LEGEND. LU OVERLAY TO BE PERPENDICULAR TO THE �DIRECTION OF TRAVEL. DO NOT LEAVE SMALL 3. SEE SHEETS C1201 AND C1202 FOR KEY PLAN. Q I AREAS OF EXISTING ASPHALT IN AREAS WITH MULTIPLE TRENCHES IN CLOSE PROXIMITY. FOR q ALL CONSTRUCTED PEDESTRIAN CROSSINGS AND J ALL TRANSVERSE TRENCH REQUIREMENTS, CURB RAMPS MUST COMPLY WITH THE AMERICAN a I COA STD DETAILS T-01 AND T-02. RESTORE DISABILITY ACT(ADA). ASPHALT WEDGE DURING OVERLAY PER COA STD Z DETAIL T-41. 5. FOR TRENCH RESTORATION, SEE COA STD DETAILS a. PRINCIPAL ARTERIAL: 25' ON BOTH SIDE OF AND T-02. SURFACE SEAL AT MATCHLINES SHALLL BBE SHALL PG-64-22. d'Q a THE PIPE %pppJJJ,,, W b. MINOR ARTERIAL: 20' ON BOTH SIDE OF THE 6. ALL UTILITY STRUCTURES IN AREAS OF PAVEMENT y Z PIPE RESTORATION SHALL BE ADJUSTED TO FINAL GRADE IN — F c. COLLECTOR: 15' ON BOTH SIDE OF THE PIPE ACCORDANCE WITH COA STD DETAIL T-05. d. LOCAL: 10' ON BOTH SIDE OF THE PIPE -I 7. IN THE EVENT THAT FIELD CONDITIONS DETERMINE RESTORE CURB AND GUTTER TO MATCH THAT A TEMPORARY ROAD RAMP CANNOT BE USED, PRE-EXISTING CURB TYPE AND TO NEAREST DIVERSION PIPE SHALL BE BURIED WITHIN THE EXPANSION JOINT OR AS DIRECTED BY PROJECT ROADWAY OUTSIDE OF THE DRIVEWAY APRON. CURB, 5 REPRESENTATIVE. REFER TO APPLICABLE DETAIL, GUTTER, AND DRIVEWAY SHALL NOT BE DISTURBED. 5 EITHER WSDOT STD PLAN T-10.12-04 OR COA STD RESTORE TRENCH PER CITY OF AUBURN STANDARD 14 DETAIL T-41. DETAILS T-01, T-02A, AND T-02. I:- t ® RESTORE ROAD PAVEMENT MARKINGS LEGEND 14 y 0 FOLLOWING FINAL PAVEMENT RESTORATION PER COA STD DETAIL T-12, WSDOT STD PLAN ABOVE GROUND SEWER DIVERSION J M-20.10-04, AND WSDOT STD PLAN M-24.60-04. a. DOUBLE CENTERLINE — — — — — — BURIED SEWER DIVERSION 11 b. STOP LINE 8a PACKAGE 1 M STREET TRUNK REHABILITATION 19 14 REPLACE ENTIRE SIDEWALK PANELS WHERE (SEE REHABILITATION DRAWINGS C1100- C1109) 1a PANELS ARE DISTURBED BY TRENCHING. REFER _ TO THE APPLICABLE COA STD DETAIL EITHER T-13 _ . FUTURE INTERSECTION DESIGN LIMITS OR T-15. 55.00, BURIED SEWER DIVERSION CONCRETE PAY - 19 AREA UNDER CONSTRUCTION (BY OTHERS). RESTORATION _ SURFACE CONDITIONS WILL BE DIFFERENT AT THE BURIED SEWER DIVERSION ASPHALT TIME OF CONSTRUCTION. GRIND/OVERLAY RESTORATION ( ALL CONSTRUCTION ACTIVITY, EQUIPMENT, AND O20 BURIED SEWER DIVERSION GRAVEL PERSONNEL TO REMAIN WITHIN COA ROW OR RESTORATION 23 AUBURN MUNICIPAL AIRPORT PROPERTY, UNLESS INDICATED OTHERWISE. ABOVE GROUND SEWER DIVERSION LANDSCAPE RESTORATION I3 RESTORATION IS NOT REQUIRED WHERE NO u of 20 I N HATCHING IS SHOWN. SURFACES DAMAGED OR/�/� BURIED SEWER DIVERSION LANDSCAPE DISTURBED BY THE BYPASS OPERATION SHALL BE /�//�//� RESTORATION MAJOR U RESTORED TO PRECONSTRUCTION CONDITION. SEWER 0 DIVERSION ROUTES TO BE INSPECTED AND BURIED SEWER DIVERSION FULL DEPTH DIVERSION —� CONDITIONS DOCUMENTED PRIOR TO ASPHALT RESTORATION PER DETAIL T-1.06 w INSTALLATION TO PROVIDE A RECORD OF D N PRECONSTRUCTION CONDITIONS. O NEW MAINTENANCE HOLE zi � " w z _ U 2ND ST NE (LOCAL) i C i 7 � II _ � I E LINDQUIST 1" = 20' DESIGN ENGINEER: WORK ORDER'. N HERNANDEZ PROJECTENGINEER: PROJECT NO: M ACEVEDO 1139097 LOCATION CODE: CONTRACT NO: CV531 KC000922 PROJECT REF: FAC25-0008 THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S REQUIREMENTS. AREA S0 0 THIS SHOWN N THI PLAN DEV. REVIEW ENGINEER: ® KEY PLAN DATE APPROVED: SCALE: NO SCALE DEPARTMENT OF NATURAL RESOURCES & PARKS WASTEWATER TREATMENT DIVISION M STREET TRUNK REHABILITATION LQ SEWER DIVERSION SURFACE King County RESTORATION ZONE 24 - PLAN 3 08/19/2025 AUGUST 2025 s 1 \;: § \ \' §\!� §;\� (\\� \ k )� _!§: ( {§� 8 <' U E 3 mm v, F 4Y V {�pJ+ rbf 3j y U O H m 0 0 w tt w o ro U w WU IIII C LL �J 4 4 D:WSClStandard Details\Div 33 Utilifie1113305416.dwg I Layout: 3305416 PLOTTED: Mar 12, 2024-09.0847am By nkham I io B" MIN. I 16" MAX.I 1 'v N 1 3 I �I I v z O K y z o w O O w ID to 2 I z UJ ;a Oa 00 I _ z v � 2 1 o U N1 1 j Y e WC E v 00 0 m E n 0 o Ea rd r2 U > ry m om�m uu a goW m oox GCS 24"0 I I 24" FRAME AND COVER SEE 3305-401 CONCRETE ADJUSTING RINGS SET IN MORTAR. NO SHIMS ALLOWED SMOOTH MORTAR LINING ECCENTRIC CONE OR REDUCING SLAB, SEE PRE -CAST SECTIONS (OPTIONAL) REDUCING SLAB SMOOTH MORTAR LINING (TYP. FOR ALL JOINTS) SEE DEFLECTION ANGLE TABLE BELOW MAINTENANCE HOLE STEP, SEE 3305-026 SLOPE BENCH 1:12 CONCRETE ADJUSTING BLOCKS 72" TO 24" g�p59 REDUCING SLAB 3G� II SEE NOTE 10 REDUCING SLAB DETAIL 1 SCALE: 1/2"=V-W - 6" MIN. CRUSHED PI OF PIPES AND ROCK BASE, MTL TYPE P STATION POINT W/ PORTLAND CEMENT BASE PLAN UNDISTURBED SOIL OR REMOVE AND REPLACE DETAIL 2 WITH FOUNDATION SCALE: 1"=2' ROCK MTL TYPE N 24" THRU 48" DIA. PIPE TYPE-B PRECAST MAINTENANCE HOLE 24" FOR PRECAST BASE SECTION A SCALE: 1"=2' REVISED HOLE STEPS LAYOUT REVISED STRUCTURE AND LAY REVISION DESCRIPTION DATE AM JP 03/24 IP JP 8/22 SEE NOTE 3, TYP. 'M 79117Y�1y151:�-L•F9� DEFLECTION ANGLE (A) OFFSET X - 36",42",48" ID DIP RCP LESS THAN 350 0" 0" 350 TO < 55" 3" 2" 550 TO < 750 6" 4" 750 8 LARGER 10" 8" USE 84" DIAMETER MAINTENANCE HOLE FOR 48" RCP >75' CHECKED V K. MARTINEZ DESIGN ENGINEER: J. AULSON King County DESIGNNAPPROVAL. Ki I Kennedy Jenks I PERMIT ISSUE www.osbomeonsulting.com This document version is designed to contain sufficient relevant information for the applicable Permit Review submittal and approval process. 0 1 REFERENCE 1" NOTES: i. REFER TO SPECIFICATION SECTION 33 05 61 UTILITY STRUCTURES FOR MAINTENANCE HOLE REQUIREMENTS. 2. BASE REINFORCING: 0.35 SQUARE INCHES/LINEAR FOOT IN BOTH DIRECTIONS. MINIMUM YIELD STRENGTH = 601000 PSI. 3. TOP HALF OF PIPE TO BE REMOVED TO CONTOUR OF INSIDE OF MAINTENANCE HOLE. BROKEN EDGES TO BE PLASTERED SMOOTH WITH MORTAR. TYPICAL ALL MAINTENANCE HOLES. 4. PRECAST MAINTENANCE HOLE SECTIONS SHALL CONFORM TO SPECIFICATION 33 05 61, EXCEPT WHERE OTHERWISE NOTED. 5. ALL MAINTENANCE HOLE RISERS JOINTS SHALL BE RUBBER GASKET TYPE, CONFORMING TO SPECIFICATION 33 05 61. JOINTS AT BASE, CONE AND ADJUSTING RINGS SHALL BE SEALED PER SPECIFICATION SECTION 33 0561. 6. PENETRATIONS OF EXISTING MAINTENANCE HOLES SHALL BE MADE BY CORE DRILLING AND USE OF A FLEXIBLE WATERTIGHT RUBBER BOOT PER SPECIFICATION 33 05 61. 7. ALL CONNECTIONS OF NEW MAINTENANCE HOLES SHALL BE INSTALLED WITH A FLEXIBLE WATERTIGHT RUBBER BOOT PER SPECIFICATION 33 05 61. 8. ELIMINATE 2 FT BY 4 FT PRECAST CONE SECTION ON MAINTENANCE HOLES LESS THAN 11 FT DEEP TO CROWN OF SEWER. BEFORE REDUCING 7 FT DEPTH OF A 4 FT OR 6 FT CIRCULAR MAINTENANCE HOLE, USE REDUCING SLAB FOR SUPPORTING ADJUSTING RINGS. 9. SHALLOW MAINTENANCE HOLES REQUIRING THE MAINTENANCE HOLE FRAME TO BE PLACED DIRECTLY ON THE REDUCING SLAB, THIS DIMENSION SHALL BE 24"0. 10. BELLS SHALL BE CAST INTO PRECAST MAINTENANCE HOLE BASE BY MAINTENANCE HOLE MANUFACTURER. 11. BRING LOCATE WIRE INTO STRUCTURE 2 FEET BELOW GRADE ADJACENT TO MH STEP. HANG MINIMUM 4 FEET OF LOCATE WIRE ON NEAREST MH STEP. MAINTENANCE HOLE DIMENSION TABLE MIN. WALL MIN. BASE MAX. MIN. DISTANCE DIAMETER KNOCKOUT BETWEEN THICKNESS THICKNESS SIZE KNOCKOUTS 72" 6" 8" 60" 12" 84" 8" 12" 72" 121, 96" 8" 12" 84" 1 12" WASTEWATER TREATMENT DIVISION DIVISION 33 - UTILITIES 33 05 61 MAINTENANCE HOLES TYPE-B MAINTENANCE HOLE MARCH 2O24 DETAILNQ 3305=416 INU I IUTAL I NtV # # NO: 0 G YANOS NTS DESIGN ENGINEER: WORK ORDER: B FUENTES PROJECT ENGINEER: PROJECT NO: M ACEVEDO 1139097 LOCATION CODE: CONTRACTNO: CV531 KC000922 PROJECT PER FAC25-0008 THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S REQUIREMENTS. DEV. REVIEW ENGINEER: DATE APPROVED: WASTEWATER TREATMENT DIVISION M STREET TRUNK REHABILITATION SADDLE STRUCTURE King County DETAILS 2 08/19/2025 AUGUST 2025 1 W U IIII W LL �J fi X / M U 3 rc X U 2 W a 0 0 z Lu m" U X U "m N N t I a x U y Ct m �0 �Eo E rd 2 U ry 0 om�m o og� W Y a gow a UUX AREA TO BE CHIPPED OUT SEE NOTE 3 ---\ � EXISTING MH PIPE CONNECTION FLOW BETWEEN DIVERSION PLUGS EXISTING SEWER SEE NOTE 2 (18"-2411) FLOW -THROUGH DIVERSION PLUG SEE NOTES 1 AND 4 GENERAL NOTES: 1. CONTRACTOR SHALL INSTALL DIVERSION PLUGS IN FULL COMPLIANCE WITH ALL MANUFACTURER'S RECOMMENDATIONS. 2. CONTRACTOR SHALL PROVIDE FITTINGS AS APPROPRIATE TO LOCATE PIPING CLEAR OF CHIPPING WORK. 3. CONTRACTOR SHALL CHIP OUT CENTER BOTTOM OF MAINTENANCE HOLE, 3-INCHES BELOW DOWNSTREAM PIPE INVERT. THE CHIPPED OUT AREA SHALL BE A MINIMUM 28-INCHES LONG, MATCHING THE WIDTH OF THE PIPE BEING LINED. EXISTING CHANNELIZATION WITHIN THE MAINTENANCE HOLES SHALL BE PROTECTED IN PLACE. 4. NO PERSON IS TO ENTER OR BE NEAR MAINTENANCE HOLE OPENING WHEN PLUGS ARE INFLATED / DEFLATED. 5. AFTER LINER INSTALLATION IS COMPLETE: A. CONTINUE BLOCKING OR REROUTING FLOWS THROUGH MAINTENANCE HOLE. B. THOROUGHLY CLEAN BENCH AND REPAIR BENCH USING PATCHING MATERIAL IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. UNIFORMLY TROWEL PATCHING MATERIAL ONTO DAMAGED BENCHES AT MIN. THICKNESS OF 1/2 INCH AT INVERT. EXTEND OUT ONTO BENCH SUFFICIENTLY TO TIE INTO INVERT. C. REGROUT FLOW CHANNELS PER SPECIFICATION SECTION 33 05 61 AND ENSURE FINISHED SURFACES ARE SMOOTH AND FREE OF RIDGES. D. DO NOT RELEASE SEWAGE THROUGH MAINTENANCE HOLE FOR MINIMUM TIME RECOMMENDED BY MANUFACTURER. MAINTENANCE HOLE MODIFICATION DETAIL FOR SPIRAL LINING 1 SCALE: NTS - GENERAL NOTES: 1. PROVIDE SPILL PREVENTION FOR PUMP FUEL IN ACCORDANCE WITH SPECIFICATION SECTION 0135 43. 2. PROVIDE ODOR CONTROL AT SUCTION MAINTENANCE HOLE PER SPECIFICATION SECTION 0135 43. 3. TEMPORARY DIVERSION PIPING SUCTION FROM EXISTING MAINTENANCE HOLE PER DETAIL 6/C4102. 4. PROVIDE TRAFFIC CONTROL BARRIERS AS NEEDED FOR DELINEATION AND PROTECTION OF EQUIPMENT WITHIN ROADWAY. REVISION DESCRIPTION DATE SUCTION MAINTENANCE HOLE SUCTION LINE DISCHARGE LINE TRAILER MOUNTED SOUND ATTENUATED DIVERSION PUMP(S) APPROX TX12' PORTABLE TRAILER -MOUNTED STORAGE TANK, AS NEEDED APPROX 7'X13' EXISTING MAINTENANCE HOLE RUCTURAL OXY PASTE IHESIVE END SEAL ib91i71» SPIRAL HIGH STRENGTH WOUND LINER STRUCTURAL EPDXY PER SPECIFICATION SECTION 33 01 30.72, SEE NOTE 3 HOST PIPE FRONT VIEW SIDE VIEW GENERAL NOTES: 1. INSTALL STRUCTURAL EPDXY PASTE ADHESIVE END SEAL PER MANUFACTURER INSTRUCTIONS AND PER SPECIFICATION SECTION 33 01 30.90. 2. PROVIDE END SEAL AT BOTH ENDS OF EACH LINED SEGMENT. 3. PROVIDE SMOOTH, WATERTIGHT TRANSITION FROM LINER TO MAINTENANCE HOLE CHANNEL AND WALL. 4. SEE DRAWING C1100 FOR MAINTENANCE HOLE REHABILITATION SCHEDULE. MAINTENANCE HOLE TERMINATION DETAIL FOR SPIRAL LINING 2 SCALE: NTS - EXISTING GRADE %ar 4" HOT MIX ASPHALT TEMPORARY HDPE _SEWER DIVERSION PIPE SEE NOTE 2 COMPACTED NATIVE MATERIAL 6" PIPE ZONE GENERAL NOTES: r� (ALL SIDES) 1. BURIED TEMPORARY PIPING SHALL BE REMOVED AND THE TRENCH SHALL BE BACKFILLED AND RESURFACED IN ACCORDANCE WITH THE RESTORATION DRAWINGS. 2. SEE THE SEWER DIVERSION SYSTEM SCHEDULE ON C1121 FOR PIPE SIZES. 3. PROVIDE MINIMUM 10-INCH COVER. TEMPORARY BURIED SEWER DIVERSION PIPE TRENCH DETAIL 5 SCALE: NTS - Ki I Kennedy Jenks I PERMIT ISSUE www.osbomeonsulting.com This document version is designed to contain sufficient relevant information for the applicable Permit Review submittal and approval process. TEMPORARY DIVERSION PIPING SUCTION OR DISCHARGE PIPE - MIN 7*4 Z � J' CHL_K C3 MAINTENANCE HOLE ' Il CONSTRUCTION WORK AREA APPROX 15'xl5' slay y. GR22-15A {.rg , AC ^ {- 1067+00 i 1g68 SD 14TH ST NE G c' W W 15.00' w Oft- - AC —164-- a o GENERAL NOTES: 1. RESTORE WORK AREA IN ACCORDANCE WITH THE RESTORATION DRAWINGS. MAINTENANCE HOLE CONSTRUCTION WORK AREA DETAIL 3 SCALE: NTS - TEMPORARY PLYWOOD COVER EXISTING j MAINTENANCE MANHOLE GENERAL NOTES: 1. REMOVE EXISTING MAINTENANCE HOLE COVER. 2. INSTALL TEMPORARY PLYWOOD COVER OVER MAINTENANCE HOLE AND BOLT TO THE EXISTING CASTING TO SECURE. 3. DRILL OPENING THROUGH TEMPORARY j MAINTENANCE HOLE COVER TO ACCOMMODATE I SUCTION OR DISCHARGE PIPING DIAMETER. 4. PLACE SUCTION OR DISCHARGE PIPING THROUGH DRILLED OPENING; LOWER PIPING INTO THE EXISTING MAINTENANCE HOLE CHANNEL AND SUPPORT PIPE AT SUCTION OR DISCHARGE 4- " :•:�� POINT TO PREVENT MOVEMENT. 5. PROVIDE ODOR CONTROL PER SPECIFICATION SECTION 01 35 43. TEMPORARY DIVERSION PIPING SUCTION AND DISCHARGE FROM G YANOS NTS DESIGN ENGINEER: WORK ORDER: B FUENTES PROJECT ENGINEER: PROJECT NO: M ACEVEDO 1139097 LOCATION CODE: CONTRACTNO: CV531 KC000922 PROJECT REF: FAC25-0008 THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S REQUIREMENTS. DEV. REVIEW ENGINEER: DATE APPROVED: WASTEWATER TREATMENT DIVISION M STREET TRUNK REHABILITATION MAINTENANCE HOLE AND King County TEMPORARY DIVERSION PUMPING AND PIPING DETAILS 08/19/2025 AUGUST 2025 1 SCALE IN FEET W WU IIII C LL �J d C,�\ � 0 \ V C111 \ L REVISION DESCRIPTION MEN C:M ■ 1; �Jo 1, :J�1111 Uti I� F, M STREET TRUNK ZONE 36(PACKAGE 2) ua6L� � C1105 M STREET TRUNK _ o ZONE 30 (PACKAGE 1) U a � I I I I L� U M STREET TRUNK ZONE 24 (PACKAGE 1) t J r W= " � UJ r.1108 Y r 2ND ST NEr a� L ➢all UJI M STREET TRUNK 3 �� ZONE 18 (PACKAGE 1) l LJII J0 -3 o —OVERPASS RAILROAD 1 W LU to STAGING AND LAYDOWN AREA DETAIL1 SCALE: 1 "=600' - DATE LAYDOWN AREA NO. 1 320'x20' L--------------- - ------------------------------------J 24TH ST NE — STAGING AND LAYDOWN AREA DETAIL2 SCALE: 1"=600' - Y p�. i. • ` LAYDOWN AREA NO. 2 550'xl5' 4. -- 1------- ---- L__________-_______ M STREET TRUNK ZONE 30 (PACKAGE 2) Ki I Kennedy Jenksll PERMIT ISSUE www.osbomeonsulting.com This document version is designed to contain sufficient relevant information for the applicable Permit Review submittal and approval process. —__ —_ —__ _______ —__ _ --------------------- M STREET NE STAGING AND LAYDOWN AREA DETAIL r� SCALE: 1"=600' G YANOS 1" = 300' DESIGN ENGINEER: WORKORDER: B FUENTES PROJECT ENGINEER: PROJECT NO: M ACEVEDO 1139097 LOCATION CODE: CONTRACTNO: CV531 KC000922 - ........_ _..__ lbv win A, - - - - - - - - - - - .__—____---J c i 11 "4 PROJECT REF: FAC260008 THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S REQUIREMENTS. DEV. REVIEW ENGINEER: 08/19/2025 DATE APPROVED: WASTEWATER TREATMENT DIVISION AUGUST 2025 M STREET TRUNK REHABILITATION PROJECT DWG NO: C4103 STAGING AND LAYDOWN AREA E0M5DOG NO King County DETAILS SHT NO I TOTPL REV N( t W WU IIII C LL �J a EXISTING MAINTENANCE HOLE HYDROPHILIC END SEAL PER SPECIFICATION SECTION 33 01 30.72 — HOST PIPE � HOST PIPE HYDROPHILIC END SEAL CIPP LINER r HIGH STRENGTH / STRUCTURAL EPDXY PER SPECIFICATION SECTION 33 01 30.72, SEE NOTE 3 SIDE VIEW FRONT VIEW GENERAL NOTES: 1. INSTALL HYDROPHILIC END SEAL PER MANUFACTURER INSTRUCTIONS AND PER SPECIFICATION SECTION 33 01 30.72. 2. PROVIDE HYDROPHILIC SEAL AT BOTH ENDS OF EACH LINED SEGMENT WITHIN FIVE FEET OF THE MAINTENANCE HOLE. 3. PROVIDE SMOOTH, WATERTIGHT TRANSITION FROM LINER TO MAINTENANCE HOLE CHANNEL AND WALL. 4. SEE DRAWING C1100 FOR MAINTENANCE HOLE REHABILITATION SCHEDULE. L I FIBERGLASS SECTIONAL LINER PER SPECIFICATION SECTIONS 33 01 30.72 AND 33 01 30.90, COSMIC QUICKSEAL OR EQUAL — s m $ m f I < Y U y O E O C? 0 �$MT o E rd o2 am o og� w �d �3 a'ow m un-x CIPP OR SPIRAL WOUND LINER MAINTENANCE HOLE TERMINATION DETAIL FOR CIPP LINING 1 SCALE: NTS - SERVICE LATERAL TOP HAT STYLE GASKET SYSTEM, COSMIC TOP HAT SYSTEM OR EQUAL HOST PIPE PROFILE VIEW LATERAL REINSTATEMENT DETAIL /31 REVISION DESCRIPTION DATE SERVICE LATERAL HOST PIPE TOP HAT STYLE i GASKETSYSTEM, COSMIC TOP HAT I SYSTEM OR EQUAL j ------- __—_____—�__ I FIBERGLASS SECTIONAL LINER PER SPECIFICATION SECTIONS 33 0130.72 AND 33 01 30.90, COSMIC QUICKSEAL OR EQUAL SECTION A SCALE: NTS - Ki I Kennedy Jenks I PERMIT ISSUE www.osbomeonsulting.com This document version is designed to contain sufficient relevant information for the applicable Permit Review submittal and approval process. CIPP OR SPIRAL WOUND LINER STING NTENANCE _E END SEAL ATION 130.72 EXISTING MAINTENANCE MANHOLE I GENERALNOTES COATING PER SPECIFICATION SECTION 09 90 00 M STREET TRUNK LINE. SEE DETAIL 2/C4102 FOR MAINTENANCE HOLE TERMINATION FOR SPIRAL LINING AND DETAIL i/C4104 FOR MAINTENANCE HOLE TERMINATION FOR CIPP LINING 1. CONTRACTOR TO FIELD VERIFY ACTUAL DEPTH, CONFIGURATION, AND SIZE OF MAINTENANCE HOLE STRUCTURES. 2. REHABILITATE AND COAT MAINTENANCE HOLES IN ACCORDANCE WITH SPECIFICATION SECTIONS 33 05 61 AND 09 90 00. MAINTENANCE HOLE REHABILITATION DETAIL 2 SCALE: NITS - PROJECT REF: FAC28-0008 THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S REQUIREMENTS. DEV. REVIEW ENGINEER: DATE APPROVED: 08/19/2025 G YANOS NITS WASTEWATER TREATMENT DIVISION AUGUST2025 .i M STREET TRUNK REHABILITATION DESIGN ENGINEER: WORK ORDER: PROJECT DWG NO: B FUENTES 9 CIPP TERMINATION, LATERAL REINSTATEMENT AND C4104 PROJECT ENGINEER: PROJECT NO: Ecros Doc No. M ACEVEDO 1139097 ylnn r WV� ^ J Y MAINTENANCE HOLE LOCATION CODE: CONTRACT NO: SHT NO I177P REV NC CV531 KC000922 REHABILITATION DETAILS ---- # f �J II z Z ST NE 14TH W W W W W W W W W W W INTERSECTION DETAIL - N STAND 14TH ST NE 1 SCALE: 1"=10'-0" C4250 MATCH EXISTING MATCH EXISTING SIDEWALK GRADES SIDEWALK GRADES D14 I D1 MATCH EXISTING S7 SIDEWALKGRADES S5 T�\ ❑ J a \ �� NI N 4 ❑ D1 a / / S4 O a MATCH EXISTING N MATCH EXISTING SIDEWALK GRADES - '4 SIDEWALKGRADES D13 / yA 0 in • D6 •J A � D12 ^ ❑ DS T Q S1 POINTA p1 D6a SB PO S7 Ij o ° a o�D3 INTA S15 p <S1S9 ❑ ur a. - ° 000 D 00O0a ❑ + 4 - D1 - Op00 00 D D2' o O00OoS2 O R4 o pMATCH EXISTING D13 R1Oo S10 SIDEWALKGRADES / ro \ POINT B N 6 R3 0 SINGLE DIRECTION CURB RAMP POINT MATCH EXISTING SIDEWALK GRADES - DETAIL A PARALLEL CURB RAMP SCALE: NITS C425 DETAIL POINTA� D10 POINT B B SCALE: NITS C4250 MATCH EXISTING SIDEWALKGRADES MATCH EXISTING SIDEWALKGRADES ° e � in1 ❑ `v I I O0opo o `D10?0 la ° ° DO 0 ° d I a I. a D2 D3 _ D9 D8 COMBINATION CURB RAMP W DETAIL C SCALE: NTS C4250 MATCH EXISTING D7 SIDEWALK GRADES S9 a N � ❑ S10 D7 MATCH EXISTING SIDEWALK GRADES NOTE SINGLE DIRECTION CURB RAMP AND PARALLEL CURB RAMP SHALL BE INSTALLED PER WSDOT STD PLAN F40.16-03 AND THE PARALLEL CURB CORNER RAMP DETAIL, RESPECTIVELY. COMBINATION CURB RAMP SHALL BE INSTALLED PER WSDOT STD PLAN F40.14-03. DETECTIBLE TACTILE WARNING SURFACE SHALL BE INSTALLED PER WSDOT STD PLAN F-45.10-05. CURB RAMP TABLE RAMP TYPE RAMP POINT A POINT B D1 D2 D3 D4 DS D6 D7 DS D9 D10 D11 D12 D13 D14 S1 S2 S3 S4 SS S6 87 SB S9 S10 S11 S12 S13 S14 $15 S16 R1 R2 R3 R4 SINGLE A N: 119930.84' N: 119926.64' S.00' 1.00' 3.52' 6.59' 4.20' 6.86' 9.00' 4.81' 4.29' 4.50' 4.50' 0.80' 2.00' S.00' 1.5% 0.8% 1.0% 72% 1.5% 7.3% 1.5% 7.4% 1.5% 4.4% 1.0% 1.5% N/A N/A N/A N/A L=6.35' L=11.71' L=1.12' L=23.41' DIRECTION E: 1298195.84' E: 1298190.69' R=12.00' R=7.50' R=1.00' R=15.00' ELEV: 163.41' ELEV: 163.51' PARALLEL B N: 119930.84' N: 119924.44' L=22.54' N/A N/A N/A E: 1298232.99' E: 1298239.17, 5.00' 5.00' 5.00' 5.00' 5.00' 7.00, 1.28, 1.28, N/A N/A N/A N/A N/A N/A o 3.9 /0 0 2.8 /0 0 0.4 /0 0 1.5 /0 0 7.2 /0 0 7.2 /0 0 1.5 /0 0 1.3 /0 0 1.8 /0 0 1.0 /0 0 0.5 /0 0 7.8 /0 ° 7.6 /0 o 0.2 /o N/A N/A R=15.00' ELEV: 163.63' ELEV: 163.71' COMBINATION C N: 119878.98' N: 119878.91' N/A N/A N/A N/A E: 1298233.45' E: 1298238.45, 4.86, 5.00' 5.00' 4.36' 4.30' 4.58' 5.00' 5.00' S.00' 5.00, 3.10' N/A N/A N/A 2.0 0 1.3% 1.0% 1.5% 6.8% 7.3% 1.0% 2.8% 2.20% 1.10% 1.50/c 7.10% 7.50/c 0.10/( 7.5% 0.1% ELEV: 163.77' ELEV: 163.76' PROJECT REF: FAC25-0008 THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S REQUIREMENTS. DEV. REVIEW ENGINEER: 08/19/2025 DATE APPROVED: DESIGNEDS)RAWN. S DEPARTMENT OF NATURAL RESOURCES & PARKS DATE: Kennedy Jenks PERMIT ISSUE I „ ELINDOUIST 1"=2O' - WASTEWATER STIRTREATMENT DIVISION AUGUST 2025 M STREET -.� DESIGN ENGINEER: WORK ORDER: a PROJECT DWG NO: N HERNANDEZ TRUNK REHABILITATIO1N�1 C4250 This document version is designed to contain ,,.. N,a PROJECTENGINEER: PROJECT NO: ADA RAMP DETAIL - IYTH ST NE =CMS DOC NO: sufficient relevant information for the applicable �' :,se°o. %�- M ACEVEDO 1139097 King County • • • Permit Review submittal and approval process. GISTS c'$ LOCATION CODE: CONTRACT NO: AND N ST NE SHTNOITOTAL REVNO- • _ • www.osbornctinsulting.com AUGUST 2025 NO REVISION DESCRIPTION BY APVD DATE CV531 KC000922 C4250 # O 1 BOB N: 116143.81 E: 1298359.13 MATCH EX BOS N: 116138.81 E: 1298355.61 MATCH EX BOS N: 116133.81 E: 1298355.57 - � E: 1298352.53 D � ` PC £ S BEGIN CURB AND GUTTE N: 116114.12 E: 1298347.78 MATCH EX 2NDS NE,.M- a 10 5 0 10 20 SCALE IN FEET W Z F N Z END CURB AND GUTTER I> N: 116138.81 E: 1298362.18 MATCH EX PT 3 8 5 RAM P1 1 N: 116127. 4 0 E: 1298362.0.07 PC ,e, © ao> 314 C 1/2 9 114 5 1 RAMP 2 s N: 116117.63 E: 1298397.63 BOB ° N: 116115.02 E: 1298352.43 Q ELEV: 176.83' SD S F l p I.p . LEGEND: RIGHT-OF-WAY (EXISTING) CEMENT CONCRETE SIDEWALK F YELLOW DETECTABLE WARNING voy PATTERN Go 0 BLACK DETECTABLE WARNING PATTERN / / / / LANDSCAPE RESTORATION I LANDING FOR PERPENDICULAR RAMP FULL DEPTH ASPHALT RESTORATION PER COA DETAIL T-1.06 i BEGIN CURB. N: 116128.30 E: 1298395.90 MATCH EX 1/2 � 3/4 N ST NE AND 2ND ST NE INTERSECTION DETAIL SCALE: 1"=10' M L GUTTER BOB N: 116139.92 E: 1298404.60 MATCH EX N: 116133.91 E: 1298404.05 I N: 116113.08 ' E: 129988403.57 PT N: 116112.57 � E: 1298406.88 8 MATCH EX ^^- GENERAL NOTES: 1. UNLESS OTHERWISE NOTED, NORTHINGS AND EASTINGS AT CURB LINE ARE LOCATED AT FLOW LINE (FL). 2. GRIND AND OVERLAY LIMITS NOT SHOWN ON DETAIL SHEETS. REFERENCE PLAN SHEETS FOR GRIND AND OVERLAY LIMITS. 3. DETECTABLE WARNING SURFACES (DWS) PER WSDOT STD PLAN F-45.10-05. DWS TO BE RADIUSED TO MATCH BACK OF CURB IN LOCATIONS WHERE MAXIMUM 2" GAP CANNOT BE MET. Flam] Mal :7:kyj%\I[OXW BOB BACK OF SIDEWALK A DELTA FL FLOW LINE FOS FRONT OF SIDEWALK L LENGTH PC POINT OF CURVATURE PT POINT OF TANGENCY R RADIUS FPC FRONT OF PEDESTRIAN CURB i1iFDC#1-UPDATES TO SEWER DIVERSION LOCATION&CURB EMS 04/17126#1-UPDATES TO SEWER DIVERSION LOCATION&CURB EMS 04/17/26 RAMPS - NEW SHEET REVISION DESCRIPTION DATE Kj I Kennedy Jenks www.osbomoonsulting.00m as - RAMP 1 SCALE: 1"=5' KEY NOTES: Oi PARALLEL CURB RAMP PER WSDOT STD PLAN F-40.12-03 O PERPENDICULAR CURB RAMP PER WSDOT STD PLAN F-40.15-04 O COMBINATION CURB RAMP PER WSDOT STD PLAN F-40.14-03 ® SINGLE DIRECTION CURB RAMP PER WSDOT STD PLAN F-40.16-03 O FULL DEPTH ASPALT RESTORATION ADJACENT TO NEW CURB, T WIDE MINIMUM. INCREASE AS SHOWN IN THE PLANS TO ACCOMODATE GUTTER LINE GRADING ADJUSTMENTS. © ASPHALT WEDGE CURB PER CITY OF AUBURN STANDARD DETAIL T-41.1. UTILIZE TO PROVIDE TRANSITION BETWEEN NEW AND OLD CURBS. O7 PARALLEL CURB RAMP PER DETAIL A ON SHEET C4216. 3.7% ® CONTRACTOR TO SET RECTANGULAR FRAME AND GRATE TO THE NEW FLOW LINE ELEVATION. THE CURB SHALL BE RECONSTRUCTED AND FRAME SET IN ACCORDANCE WITH WSDOT STANDARD PLAN F-10.16-00. O9 2.5 FEET OF BLACK DETECTABLE WARNING SURFACE (DWS) PER WSDOT STD PLAN F-45.10-05. (MEASURED ALONG BACK EDGE OF DWS) DWS TO BE RADIUSED TO MATCH BACK OF CURB LOCATION IN LOCATIONS WHERE MAXIMUM 2" GAP CANNOT BE MET. E LINDQUIST I AS NOTED DESIGN ENGINEER: WORK ORDER'. E SMITH PROJECTENGINEER: PROJECT NO: M ACEVEDO 1139097 LOCATION CODE: CONTRACT NO: CV531 KC000922 3.201 i` M RAMP SCALE: 1 "=5' © CURB RETURN TABLE POINT NORTHING EASTING ELEV AT FLOWLINE CURVE GEOMETRY PC 116114.12 1298347.78 176.85 A = 88>44,41„ R = 14.80' L = 22.93' 1/4 116115.39 1298353.33 176.82 1/2 116118.67 1298357.99 176.79 314 116123.46 1298361.07 176.76 PT 116129.06 1298362.11 176.74 © CURB RETURN TABLE POINT NORTHING EASTING ELEV AT FLOWLINE CURVE GEOMETRY PC 116123.62 1298395.88 176.65 A = 89034'30" R = 11.03' L = 1724 1/4 116119.41 1298396.70 176.59 1/2 116115.84 1298399.06 176.53 116113.43 1298402.61 176.47 T4 P 116112.56 1298406.80 1 176.42 REVISED PROJECT REF: FAC25-0008 THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S REQUIREMENTS. DEV. REVIEW ENGINEER: _ � _ 4/30/2026 DATEAPPROVED: DEPARTMENT OF NATURAL RESOURCES & PARKS DATE: WASTEWATER TREATMENT DIVISION APRIL 2026 M STREET PROJECT DWG NO: TRUNK REHABILITATION C42 ADA RAMP DETAIL - 2ND ST NE ELMS DOC NO King Courrty AND N ST NE 8HT ND I TOTAL REV 1