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HomeMy WebLinkAboutHighlandsW-Construction Plans-Volume IIED M O N D S A V E N E KI R K L A N D A V E N E MO N R O E A V E N E SR 9 0 0 NE 12TH STHA R R I N G T O N A V E N E JE F F E R S O N A V E N E OL Y M P I A A V E N E 04 05 06 07 08 11 10 01 02 03 09 QU E E N A V E N E PI E R C E A V E N E PI E R C E P L N E NE S U N S E T B L V D CI T Y O F R E N T O N HI G H L A N D S R E S E R V O I R W A T E R M A I N IM P R O V E M E N T S P R O J E C T WT R - 2 7 - 3 8 8 8 0 2/ 4 / 2 0 2 6 IS S U E D F O R B I D D I N G DM F RJ F HIGHLANDS RESERVOIR WATER MAIN IMPROVEMENTS PROJECTHIGHLANDS RESERVOIR WATER MAIN IMPROVEMENTS PROJECT CITY OF RENTONCITY OF RENTON NE 3RD ST. NE 12TH ST. ED M O N D S A V E N E MO N R O E A V E N E LAKE WA.SEE PROJECT VICINITY, THIS SHEET KING COUNTY PROJECT LOCATION MAP PROJECT VICINITY MAP CONTACT PERSONNEL CONTACT NAME POSITION TELEPHONE CITY OF RENTON (WATER)KEN SRILOFUNG, P.E.CITY PROJECT MANAGER 425-430-7247 CITY OF RENTON (WATER)WATER MAINTENANCE MANAGER 425-430-7400 CITY OF RENTON (WATER)PATRICK PIERSON WATER MAINTENANCE SERVICES SUPERVISOR 425-430-7400 CITY OF RENTON (WATER)JOSHUA O'NEIL WATER UTILITY MAINTENANCE SUPERVISOR 425-430-7400 CITY OF RENTON (WATER)ABDOUL GAFOUR WATER UTILITY ENGINEERING MANAGER 425-430-7210 RH2 ENGINEERING KYLE PETTIBONE, P.E.CONSULTANT PROJECT MANAGER 503-446-2816 RH2 ENGINEERING RYAN FESKENS, P.E.CONSULTANT PROJECT ENGINEER 425-951-5396 PUGET SOUND ENERGY DUSTIN WELLER POWER AND NATURAL GAS 888-321-7779 QWEST/LUMEN TELEPHONE 800-526-3557 ONE-CALL LOCATE CALL 48 HRS BEFORE YOU DIG 800-424-5555 (OR 811) RENTON FIRE DEPARTMENT NON-EMERGENCY 425-430-7000 RENTON FIRE DEPT. & FIRST AID 911 EMERGENCY 911 RENTON WASTEWATER MIKE BENOIT SANITARY SEWER ENGINEER 425-430-7206 RENTON SURFACE WATER JOE FARAH SURFACE WATER ENGINEERING MANAGER 425-430-7248 RENTON TELEMETRY & COMMUNICATIONS ERIC CUTSHALL ITS MAINTENANCE MANAGER 425-430-7400 RENTON ROADS & TRANSPORTATION JOHN KALMBACH STREET MAINTENANCE MANAGER 425-430-7400 KING COUNTY METRO TRANSIT 206-477-1140 MCI/VERIZON SCOTT CHRISTENSON SENIOR ENGINEER SPEC-OUTSIDE PLANT 425-471-1079 AT&T COMCAST DWG NO.: DA T E DE S C R I P T I O N RE V I S I O N S BY RE V I E W EN G I N E E R : SA V E D A T E : RE V I E W E D : PL O T D A T E : CL I E N T : FI L E N A M E : SHEET NO.: JO B N O . : NO . 0"1"2" DRAWING IS FULL SCALE WHEN BAR MEASURES 2" SCALE: CO V E R S H E E T A N D G E N E R A L I N F O R M A T I O N WHERE,ID = SECTION/DETAIL REFERENCE NUMBER ## = DRAWING NUMBER ON WHICH DETAIL ORIGINATED OR RESIDES. REFERENCE BUBBLES DETAIL/SECTION REFERENCE BUBBLE - REFERS READER TO THE DRAWING ON WHICH THE DETAIL OR SECTION IS LOCATED. PLAN REFERENCE BUBBLE - REFERS READER BACK TO THE PLAN FROM WHICH THE DETAIL OR SECTION ORIGINATED. THE FOLLOWING CONVENTIONS HAVE BEEN USED WITHIN THESE DRAWINGS TO REFER THE READER BETWEEN THE SECTION/DETAIL AND THE PLAN FROM WHICH IT IS REFERENCED. X X000 X X000 SECTION AND DETAIL REFERENCES CALL 48 HOURS BEFORE YOU DIG ONE CALL 811 REPORT ALL SPILLS TO OWNER PER SPECIAL PROVISIONS PG L KM P Fe b 4 , 2 0 2 6 Fe b 4 , 2 0 2 6 RE N 11 3 - 1 0 4 HI G H - D - 2 C O V . D W G SHOWN G01 1 71 DRAWING NUMBERING SCHEMA IN GENERAL, PLAN DRAWINGS ARE NUMBERED TO MAINTAIN CONSISTENT NUMBERING ACROSS ALL SHEET TYPES BASED ON LOCATION (I.E. ALL "01" PLAN SHEETS WILL SHOW THE INTERSECTION OF EDMONDS AVE AND NE 12TH STREET). DRAWING NUMBER PREFIXES ARE AS FOLLOWS: 'G' SHEETS = GENERAL 'P' SHEETS = EXISTING CONDITIONS, DEMOLITION, AND PREPARATION PLAN 'W' SHEETS = WATER MAIN PLAN AND PROFILE 'WX' SHEETS = WATER MAIN CROSS SECTIONS 'WC' SHEETS = WATER MAIN TESTING AND FINAL CONNECTION CONFIGURATIONS 'C' SHEETS = STORM WATER PLAN AND PROFILE 'E' SHEETS = ELECTRICAL AND COMMUNICATIONS PLAN 'R' SHEETS = RESTORATION PAVEMENT MARKINGS, AND CHANNELIZATION PLAN 'D' SHEETS = CIVIL AND UTILITIES DETAILS APPROVED FOR CONSTRUCTION KEN SRILOFUNG DATE SHEET NO.SHEET TITLE SHEET LOCATION DWG NO. 1 COVER SHEET AND GENERAL INFORMATION  G01 2 SYMBOLS, ABBREVIATIONS, AND NOTES  G02 3 CONSTRUCTION NOTES 1  G03 4 CONSTRUCTION NOTES 2  G04 5 OWNER-PROVIDED STAGING AREA SITE PLAN  G05 6 STATION BASELINE DEFINITION AND SURVEY CONTROL G06 7 EXISTING, DEMOLITION, AND PREPARATION PLAN 01 NE 12TH ST - EDMONDS AVE TO HARRINGTON AVE P01 8 EXISTING, DEMOLITION, AND PREPARATION PLAN 02 NE 12TH ST - EDMONDS AVE TO HARRINGTON AVE P02 9 EXISTING, DEMOLITION, AND PREPARATION PLAN 03 NE 12TH ST - HARRINGTON AVE TO KIRKLAND AVE P03 10 EXISTING, DEMOLITION, AND PREPARATION PLAN 04 NE 12TH ST - HARRINGTON AVE TO KIRKLAND AVE P04 11 EXISTING, DEMOLITION, AND PREPARATION PLAN 05 NE 12TH ST - KIRKLAND AVE TO MONROE AVE P05 12 EXISTING, DEMOLITION, AND PREPARATION PLAN 06 NE 12TH ST - KIRKLAND AVE TO MONROE AVE P06 13 EXISTING, DEMOLITION, AND PREPARATION PLAN 07 NE 12TH ST - MONROE AVE TO OLYMPIA AVE P07 14 EXISTING, DEMOLITION, AND PREPARATION PLAN 08 NE 12TH ST - MONROE AVE TO OLYMPIA AVE P08 15 EXISTING, DEMOLITION, AND PREPARATION PLAN 09 NE 12TH ST - OLYMPIA AVE TO QUEEN AVE P09 16 EXISTING, DEMOLITION, AND PREPARATION PLAN 10 MONROE AVE - NE 12TH ST TO SUNSET AVE P10 17 EXISTING, DEMOLITION, AND PREPARATION PLAN 11 MONROE AVE - NE 12TH ST TO SUNSET AVE P11 18 WATER MAIN PLAN AND PROFILE 01 NE 12TH ST - EDMONDS AVE TO HARRINGTON AVE W01 19 WATER MAIN PLAN AND PROFILE 02 NE 12TH ST - EDMONDS AVE TO HARRINGTON AVE W02 20 WATER MAIN PLAN AND PROFILE 03 NE 12TH ST - HARRINGTON AVE TO KIRKLAND AVE W03 21 WATER MAIN PLAN AND PROFILE 04 NE 12TH ST - HARRINGTON AVE TO KIRKLAND AVE W04 22 WATER MAIN PLAN AND PROFILE 05 NE 12TH ST - KIRKLAND AVE TO MONROE AVE W05 23 WATER MAIN PLAN AND PROFILE 06 NE 12TH ST - KIRKLAND AVE TO MONROE AVE W06 24 WATER MAIN PLAN AND PROFILE 07 NE 12TH ST - MONROE AVE TO OLYMPIA AVE W07 25 WATER MAIN PLAN AND PROFILE 08 NE 12TH ST - MONROE AVE TO OLYMPIA AVE W08 26 WATER MAIN PLAN AND PROFILE 09 NE 12TH ST - OLYMPIA AVE TO QUEEN AVE W09 27 WATER MAIN PLAN AND PROFILE 10 MONROE AVE NE - 12TH ST TO SUNSET BLVD W10 28 WATER MAIN PLAN AND PROFILE 11 NE 12TH ST - MONROE AVE TO OLYMPIA AVE W11 29 WATER MAIN CROSS SECTIONS 01  WX01 30 WATER MAIN CROSS SECTIONS 02  WX02 31 WATER MAIN CROSS SECTIONS 03  WX03 32 WATER MAIN CROSS SECTIONS 04  WX04 33 WATER MAIN TESTING AND FINAL CONNECTION CONFIGURATIONS 01 NE 12TH ST - EDMONDS AVE INTERSECTION WC01 34 WATER MAIN TESTING AND FINAL CONNECTION CONFIGURATIONS 02 NE 12TH ST - HARRINGTON AVE INTERSECTION WC02 35 WATER MAIN TESTING AND FINAL CONNECTION CONFIGURATIONS 03 NE 12TH ST - HARRINGTON AVE TO HARRINGTON PL WC03 36 WATER MAIN TESTING AND FINAL CONNECTION CONFIGURATIONS 04 NE 12TH ST - HARRINGTON PL TO JEFFERSON AVE WC04 37 WATER MAIN TESTING AND FINAL CONNECTION CONFIGURATIONS 05 NE 12TH ST - JEFFERSON AVE TO KIRKLAND AVE WC05 38 WATER MAIN TESTING AND FINAL CONNECTION CONFIGURATIONS 06 NE 12TH ST - KIRKLAND AVE TO SUNSET BLVD WC06 39 WATER MAIN TESTING AND FINAL CONNECTION CONFIGURATIONS 07 NE 12TH ST - SUNSET BLVD INTERSECTION WC07 40 WATER MAIN TESTING AND FINAL CONNECTION CONFIGURATIONS 08 NE 12TH ST - SUNSET BLVD TO LYNNWOOD AVE WC08 41 WATER MAIN TESTING AND FINAL CONNECTION CONFIGURATIONS 09 NE 12TH ST - LYNNWOOD AVE TO MONROE AVE WC09 42 WATER MAIN TESTING AND FINAL CONNECTION CONFIGURATIONS 10 NE 12TH ST - MONROE AVE TO OLYMPIA AVE WC10 43 WATER MAIN TESTING AND FINAL CONNECTION CONFIGURATIONS 11 NE 12TH ST - MONROE AVE TO OLYMPIA AVE WC11 44 WATER MAIN TESTING AND FINAL CONNECTION CONFIGURATIONS 12 NE 12TH ST - PIERCE PL TO PIERCE AVE WC12 45 WATER MAIN TESTING AND FINAL CONNECTION CONFIGURATIONS 13 NE 12TH ST - PIERCE AVE TO QUEEN AVE WC13 46 WATER MAIN TESTING AND FINAL CONNECTION CONFIGURATIONS 14 MONROE AVE NE - 12TH ST TO SUNSET BLVD WC14 47 STORM WATER PLAN AND PROFILE 01 NE 12TH ST - EDMONDS AVE TO HARRINGTON AVE C01 48 STORM WATER PLAN AND PROFILE 02 NE 12TH ST - HARRINGTON AVE TO HARRINGTON PL C02 49 STORM WATER PLAN AND PROFILE 03 NE 12TH ST - KIRKLAND AVE TO LYNNWOOD AVE NE C03 50 STORM WATER PLAN AND PROFILE 04 NE 12TH ST - MONROE AVE TO OLYMPIA AVE C04 51 STORM WATER PLAN AND PROFILE 05 NE 12TH ST - MONROE AVE TO OLYMPIA AVE C05 52 STORM WATER PROFILES  C06 53 ELECTRICAL AND COMMUNICATION PLAN 01 NE 12TH ST - EDMONDS AVE TO HARRINGTON AVE E01 54 ELECTRICAL AND COMMUNICATION PLAN 02 NE 12TH ST - HARRINGTON AVE TO KIRKLAND AVE E02 55 ELECTRICAL AND COMMUNICATION PLAN 03 NE 12TH ST - KIRKLAND AVE TO MONROE AVE E03 56 ELECTRICAL AND COMMUNICATION PLAN 04 NE 12TH ST - MONROE AVE TO OLYMPIC AVE E04 57 RESTORATION, PAVEMENT MARKINGS, AND CHANNELIZATION PLANS 01 NE 12TH ST - EDMONDS AVE TO HARRINGTON AVE R01 58 RESTORATION, PAVEMENT MARKINGS, AND CHANNELIZATION PLANS 02 NE 12TH ST - EDMONDS AVE TO HARRINGTON AVE R02 59 RESTORATION, PAVEMENT MARKINGS, AND CHANNELIZATION PLANS 03 NE 12TH ST - HARRINGTON AVE TO KIRKLAND AVE R03 60 RESTORATION, PAVEMENT MARKINGS, AND CHANNELIZATION PLANS 04 NE 12TH ST - HARRINGTON AVE TO KIRKLAND AVE R04 61 RESTORATION, PAVEMENT MARKINGS, AND CHANNELIZATION PLANS 05 NE 12TH ST - KIRKLAND AVE TO MONROE AVE R05 62 RESTORATION, PAVEMENT MARKINGS, AND CHANNELIZATION PLANS 06 NE 12TH ST - KIRKLAND AVE TO MONROE AVE R06 63 RESTORATION, PAVEMENT MARKINGS, AND CHANNELIZATION PLANS 07 NE 12TH ST - MONROE AVE TO OLYMPIA AVE R07 64 RESTORATION, PAVEMENT MARKINGS, AND CHANNELIZATION PLANS 08 NE 12TH ST - MONROE AVE TO OLYMPIA AVE R08 65 RESTORATION, PAVEMENT MARKINGS, AND CHANNELIZATION PLANS 09 NE 12TH ST - OLYMPIA AVE TO QUEEN AVE R09 66 RESTORATION, PAVEMENT MARKINGS, AND CHANNELIZATION PLANS 10 MONROE AVE - NE 12TH ST TO SUNSET AVE R10 67 CIVIL AND UTILITIES DETAILS 01  D01 68 CIVIL AND UTILITIES DETAILS 02  D02 69 CIVIL AND UTILITIES DETAILS 03 D03 70 CIVIL AND UTILITIES DETAILS 04  D04 71 CIVIL AND UTILITIES DETAILS 05 D05 WINTER 2026 VOLUME II OF II LINETYPESSURFACE SYMBOLS STORM STRUCTURE TABLE SEWER STRUCTURE TABLE WATER STRUCTURE TABLE 16'' DI W (435) 12'' DI W (565) WATER UTILITYWATER UTILITY PREPARATION AND DEMOLITION LEGEND \\\\\\\\ XXXXXX TELEMETRY FO FO STORM UTILITY PROFILE VIEW SYMBOLS RESTORATION LEGEND CHANNELIZATION LEGEND STAGING AREA LEGEND CI T Y O F R E N T O N HI G H L A N D S R E S E R V O I R W A T E R M A I N IM P R O V E M E N T S P R O J E C T WT R - 2 7 - 3 8 8 8 0 2/ 4 / 2 0 2 6 IS S U E D F O R B I D D I N G DM F RJ F SUBSURFACE UTILITY LEGEND (COR)- PAINT MARKS LOCATED BY CITY OF RENTON LOCATORS (MT.VIEW) - PAINT MARKS LOCATED OR VERIFIED BY MOUNTAIN VIEW LOCATING SERVICES, LLC THE CLASSIFICATIONS FOR SUBSURFACE UTILITIES ARE OUTLINED AND EXPLAINED IN THE FOLLOWING LIST: UTILITY QUALITY LEVEL A. - PRECISE HORIZONTAL AND VERTICAL LOCATION OF UTILITIES OBTAINED BY THE ACTUAL EXPOSURE OF (OR VERIFICATION OF PREVIOUSLY EXPOSED AND SURVEYED UTILITIES AND SUBSEQUENT MEASUREMENT OF SUBSURFACE UTILITIES, USUALLY AT A SPECIFIC POINT. UNLESS OTHERWISE NOTED, QUALITY LEVEL A IS ONLY APPLICABLE AT POTHOLED LOCATIONS ON THE PLANS AT ALL OTHER AREAS, THE UTILITY SHOULD BE ASSUMED TO BE QUALITY LEVEL B. UTILITY QUALITY LEVEL B - INFORMATION OBTAINED THROUGH THE APPLICATION OF APPROPRIATE SURFACE GEOPHYSICAL METHODS TO DETERMINE THE EXISTENCE AND APPROXIMATE HORIZONTAL POSITION OF SUBSURFACE UTILITIES. UTILITY QUALITY LEVEL C - INFORMATION OBTAINED BY SURVEYING AND PLOTTING VISIBLE ABOVE-GROUND UTILITY FEATURES UTILITY QUALITY LEVEL D - INFORMATION DERIVED FROM EXISTING RECORDS OR ORAL RECOLLECTIONS. NOTE: THE USE OF THE LINETYPES PROVIDED ABOVE WAS A PRIMARY METHOD FOR INDICATING THE ACCURACY OF THE UTILITIES SHOWN WITHIN THESE PLANS. WHEN THE SOURCE OF THE INFORMATION WAS UNKNOWN OR THE METHOD FOR LOCATING THE UTILITIES WAS UNAVAILABLE, QUALITY LEVEL D WAS USED AS THE DEFAULT. QUALITY LEVEL D QUALITY LEVEL C QUALITY LEVEL B QUALITY LEVEL A LEGEND EXISTING EXISTING STRUCTURES TABLE EXISTING STRUCTURE TABLES PROVIDED FOR UTILITY STRUCTURES IN CONGESTED LOCATIONS WHERE CALLOUTS CAN NOT BE CLEARLY SHOWN ON THE PLANS. NOT ALL STRUCTURES ARE LISTED HERE. SEE PLANS FOR ADDITIONAL INFORMATION. AH F RJ F Fe b 4 , 2 0 2 6 Fe b 4 , 2 0 2 6 RE N 11 3 - 1 0 4 HI G H - D - 2 C 0 0 . D W G SHOWN G02 2 71 0"1"2" DRAWING IS FULL SCALE WHEN BAR MEASURES 2" SCALE: DWG NO.: DA T E DE S C R I P T I O N RE V I S I O N S BY RE V I E W EN G I N E E R : SA V E D A T E : RE V I E W E D : PL O T D A T E : CL I E N T : FI L E N A M E : SHEET NO.: JO B N O . : NO . SY M B O L S , A B B R E V I A T I O N S , A N D N O T E S ASPH ASPHALT BE BOTTOM ELEVATION BFV BUTTERFLY VALVE B/G BACKGROUND BPS BOOSTER PUMP STATION (WATER UTILITY) CB CATCH BASIN CHNL CHANNEL CLFNC CHAINLINK FENCE CMP CORRUGATED METAL PIPE CONC CONCRETE CP CONCRETE PIPE CPP CONCRETE PRESSURE PIPE CTR CENTER D/S DOWNSTREAM DI DUCTILE IRON DIA DIAMETER DIP DUCTILE IRON PIPE DWC DRIVEWAY CUT EF EACH FACE EG EXISTING GRADE EL ELEVATION ELEV ELEVATION EW EACH WAY EX EXISTING FDC FIRE DEPARTMENT CONNECTION FF FINISHED FLOOR FG FINISHED GRADE FH FIRE HYDRANT GPH GAS POTHOLE GSP GALVANIZED STEEL PIPE GV GATE VALVE IE INVERT ELEVATION LTF LENGTH TO FIT MDD MAXIMUM DRY DENSITY NIC NOT IN CONTRACT NOM NOMINAL OC ON CENTER PFL PAINTED FOG LINE PH POTHOLE PJF PREMOLDED JOINT FILLER PP POLYPROPYLENE PIPE PPB PEDESTRIAN PUSH BUTTON PPH POWER POTHOLE PROP PROPOSED PRV PRESSURE REDUCING VALVE PRV PRESSURE RELIEF VALVE PVC POLYVINYL CHLORIDE RCP REINFORCED CONCRETE PIPE RJ RESTRAINED JOINT ROPS RESERVOIR OVERFLOW PUMP STATION SD STORM DRAIN SDMH STORM DRAIN MANHOLE SGN SIGN SIM SIMILAR SS SANITARY SEWER SSMH SANITARY SEWER MANHOLE SST STAINLESS STEEL ST STORM TBA TO BE ABANDONED TBR TO BE REMOVED TMH TELEPHONE MANHOLE TN TOP OF NUT TOF TOP OF FOOTING TOW TOP OF WALL TPN TAX PARCEL NUMBER TYP TYPICAL UNO UNLESS NOTED OTHERWISE U/S UPSTREAM UTP UTILITY POLE W WATER WCR WHEEL CHAIR RAMP WFNC WOOD FENCE WM WATER METER WMH WATER MAN HOLE WS WATER SERVICE WV WATER VALVE XRF TRANSFORMER ABBREVIATIONS PROPOSED PH# POTHOLE LOCATION AND ID SEQUENCING AND PHASING WORK REQUIRED TO INSTALL WATER MAINS AND STORM SYSTEM IMPROVEMENTS, INCLUDING MAKING CONNECTIONS TO EXISTING WATER SYSTEM AND TRANSFER OF WATER SERVICES, WILL REQUIRE ADVANCED PLANNING AND COORDINATION WITH CITY OF RENTON WATER OPERATIONS STAFF. CONTRACTOR TO ASSIST CITY IN PLANNING AND COORDINATION FOR WATER SERVICE TRANSFERS. CI T Y O F R E N T O N HI G H L A N D S R E S E R V O I R W A T E R M A I N IM P R O V E M E N T S P R O J E C T WT R - 2 7 - 3 8 8 8 0 2/ 4 / 2 0 2 6 IS S U E D F O R B I D D I N G DM F RJ F CONSTRUCTION NOTES ADDRESSES CRITERIA GENERAL CONSTRUCTION GENERAL NOTES EXISTING UTILITIES TRAFFIC CONTROL WATER MAIN CONSTRUCTION NOTES WATER MAIN ABANDONMENT AND TERMINATION NOTES AH F RJ F Fe b 4 , 2 0 2 6 Fe b 4 , 2 0 2 6 RE N 11 3 - 1 0 4 HI G H - D - 2 C 0 0 . D W G SHOWN G03 3 71 0"1"2" DRAWING IS FULL SCALE WHEN BAR MEASURES 2" SCALE: DWG NO.: DA T E DE S C R I P T I O N RE V I S I O N S BY RE V I E W EN G I N E E R : SA V E D A T E : RE V I E W E D : PL O T D A T E : CL I E N T : FI L E N A M E : SHEET NO.: JO B N O . : NO . CO N S T R U C T I O N N O T E S 1 CI T Y O F R E N T O N HI G H L A N D S R E S E R V O I R W A T E R M A I N IM P R O V E M E N T S P R O J E C T WT R - 2 7 - 3 8 8 8 0 2/ 4 / 2 0 2 6 IS S U E D F O R B I D D I N G DM F RJ F SURFACE WATER DRAINAGE NOTES SANITARY SEWER NOTES TESC GENERAL NOTES TREE PRESERVATION NOTES PG L KM P Fe b 4 , 2 0 2 6 Fe b 4 , 2 0 2 6 RE N 11 3 - 1 0 4 HI G H - D - 2 C 0 0 . D W G SHOWN G04 4 71 0"1"2" DRAWING IS FULL SCALE WHEN BAR MEASURES 2" SCALE: DWG NO.: DA T E DE S C R I P T I O N RE V I S I O N S BY RE V I E W EN G I N E E R : SA V E D A T E : RE V I E W E D : PL O T D A T E : CL I E N T : FI L E N A M E : SHEET NO.: JO B N O . : NO . CO N S T R U C T I O N N O T E S 2 CONSTRUCTION NOTES (CONTINUED)GENERAL NOTES AND STANDARD KEYNOTES WATERMAIN PLAN AND PROFILE ALIGNMENT GENERAL NOTES ” WATERMAIN CONNECTION DETAILS GENERAL NOTES PREPARATION AND RESTORATION STANDARD KEYNOTES SURFACE WATER DRAINAGE NOTES · · · x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x xxxx x x x x x x x x x x x x x x P P P P P P P P T E L T E L TEL TEL TEL TEL TE L TEL TEL TE L TE L TE L TE L TE L TE L TE L TE L TE L TE L TE L TEL TE L TE L TE L TE L TE L TE L TEL TE L TE L TE L TE L TE L TE L TE L TE L TE L TE L TE L TE L P P P P P 6'' C O N C S D 6'' C O N C S D 6'' C O N C S D 10'' CONC SD 10'' CONC SD 10'' CONC SD OH P OHP OHP O H P OH P OH P OH P OH P OHP OHP x x x x x x x x x x T E L x x x x x x x x x x x x x x x x x x x x x x x x x x x x SD SD SD SD SD 12'' CONC ST 12'' CONC ST 8'' CONC SS 8' ' C O N C S S x x x TE L TE L 16 ' ' C I W 16 ' ' C I W G G G G G G G G G G G G OH P OH P OH P OH P P TE L TE L TE L TE L TE L TE L TE L TE L TE L TEL 1 0 ' ' C O N C S D G G G G G G G G W W 10 ' ' C I W 16'' CI W 16' ' C I W 16 ' ' C I W 10'' CONC SD 10'' CONC SD 10'' CONC SD 10'' CONC SD 10'' CONC SD 10'' CONC SD 6'' P V C S S 10'' D I W ( 5 6 5 ) 10'' DI W (565)10'' DI W (565)10'' DI W (565)10'' DI W (565) 10'' DI W (565) 10'' DI W (565) xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx TE L TE L TE L TELTEL OLYMPIA NE 1 2 T H S T R E E T MONROE AVE. NE x x x x AVE. NE 16'' CI W 16'' CI W 10 ' ' C O N C S D 1 0 ' ' C O N C S D 1 0 ' ' C O N C S D x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x TEL ABAN TEL ABAN TEL ABAN TEL ABAN TEL ABAN TEL ABAN TEL ABAN TEL ABAN TEL AB A N T E L TEL TEL TEL TEL TEL TEL TEL 8'' C I P 1 0 ' ' C I P S D 1 0 ' ' C I P S D 1 0 ' ' C I P S D 1 0 ' ' C I P S D 12'' CI W 12 ' ' C I W 12 ' ' C I W OH P OH P OH P 8' ' C O N C S S 8' ' C O N C S S 8'' CONC SS 8'' CONC SS 8'' CONC SS 8'' CONC SS 8'' CONC SS 8'' CONC SS W 8' ' A C W ( 5 6 5 ) 8' ' A C W ( 5 6 5 ) OH P OH P OHP OHP OHP OHP OHP 12 ' ' C I W ( 4 3 5 ) 12 ' ' C I W ( 4 3 5 ) 16 ' ' D I W ( 4 3 5 ) P PP OHP OHP OHP OH P OHP OHP OHP O H P O H P O H P OH P OHP OHP OH P OH P OH P OH P P OHP OHP OHP O H P OH P OH P OH P OH P O H P O H P OH P OH P O H P O H P OHP OHP OHP O H P OH P OH P TE L TE L TE L TE L TE L TE L TEL TEL TEL TEL TE L TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TELTELTELTELTEL TEL TEL TEL TEL TEL TEL TE L TE L TE L TE L TE L TE L TE L TE L TE L TE L TE L TE L G G G W 4'' IP G 4'' IP G 4'' IP G 4'' IP G 4'' IP G 4'' IP G 8'' DI W (565) 8'' DI W (565) 8'' DI W (565) 4'' IP G 8'' DI W (565) W W W W W W W W W W W W G 4'' IP G G G G4'' CI W (565) 4'' CI W (565) 10 ' ' C I W ( 5 6 5 ) 10 ' ' C I W ( 5 6 5 ) FO G G G G G G SS SS SS SS SS S S SS x x x x x x x xxxxxx x x x xxxxxxx x x xxx x x x x x x TE L TE L TEL TEL TEL TE L TE L P P TE L P TE L P 12 ' ' C O N C S T 12 ' ' C O N C S T TE L TE L CO R T E L M CO R T E L M CO R T E L M CO R T E L M CO R T E L M CO R T E L M CO R T E L M CO R T E L M CO R T E L M CO R T E L M CO R T E L M COR TELM AB N D W AB N D W AB N D W AB N D W AB N D W AB N D W AB N D W A B N D W A B N D W A B N D W A B N D W A B N D W ABND WABND WABND WABND WABND WABND W AB N D W AB N D W A B N D W A B N D W A B N D W 6'' CONC SS 4'' SS (ABAN) 21' 17' 87' 15' 20' 15' CONSTRUCTION ACCESS ROAD CROSS SECTION EXISTING NATIVE MATERIAL ATB, PER SECTION 4-05 COMPACT TO 80% OF MAX. DENSITY, MIN. 4" THICKNESS CRUSHED SURFACING TOP COURSE (CSTC) PER SECTION 9-03.9(3) COMPACTED TO 90% OF MAX. DENSITY, MIN. 6" THICKNESS 15' MIN. CI T Y O F R E N T O N HI G H L A N D S R E S E R V O I R W A T E R M A I N IM P R O V E M E N T S P R O J E C T WT R - 2 7 - 3 8 8 8 0 2/ 4 / 2 0 2 6 IS S U E D F O R B I D D I N G DM F RJ F PROPOSED STAGING ACCESS 1" = 30' RELOCATED BANK OF POWER METERS 0"1"2" DRAWING IS FULL SCALE WHEN BAR MEASURES 2" SCALE: DWG NO.: DA T E DE S C R I P T I O N RE V I S I O N S BY RE V I E W EN G I N E E R : SA V E D A T E : RE V I E W E D : PL O T D A T E : CL I E N T : FI L E N A M E : SHEET NO.: JO B N O . : NO . OW N E R - P R O V I D E D S T A G I N G A R E A SI T E P L A N KEY NOTES STABILIZED CONSTRUCTION ENTRANCE PER COR STD, PLAN 215.10, TYP. SILT FENCE PER COR STD. PLAN 214.00, TYP. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE ADDITIONAL SIZES AND LOCATIONS NEEDED OF THE STOCKPILE AND CONSTRUCTION STAGING AREAS. THE LOCATION AND SIZE OF THE STOCKPILE AND STAGING AREA SHOWN HERE REPRESENTS THE GENERAL EXTENTS OF THE OWNER-PROVIDED STAGING AREA. IN THE AREA AROUND THE NORTHEAST CORNER OF THE EXISTING 2.0 MG RESERVOIR, THE CITY HAS NOTED PERSISTENT WET AND SOGGY SOIL CONDITIONS, LIKELY DUE TO LEAKAGE FROM THE EXISTING RESERVOIRS. THE CONTRACTOR SHALL PROVIDE SITE STABILIZATION AND DEWATERING AS NECESSARY TO CONSTRUCT THE PROPOSED IMPROVEMENTS. PER CITY CREWS, EXISTING STRUCTURE SDMH #9023 SEES ESTIMATED FLOWS OF 30-50 GPM AT ALL TIMES. THE SOUTHWEST CORNER OF THE SITE, INCLUDING AREAS IN AND AROUND THE PUMP STATION, ELEVATED TANK, GENERATOR BUILDING, AND CELLULAR EQUIPMENT CABINETS MUST REMAIN ACCESSIBLE THROUGHOUT CONSTRUCTION AND MAY NOT BE USED FOR STAGING OR STORAGE. EXCEPT WHERE REQUIRED FOR UTILITY CONSTRUCTION, THE CONTRACTOR'S ACTIVITIES SHOULD BE CONFINED TO THE AREA NORTH OF THE EXISTING WATER STORAGE TANKS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SECURING AND MAKING ARRANGEMENTS FOR ADDITIONAL OFF-SITE STAGING AND STORAGE AS NECESSARY FOR CONSTRUCTION PROVIDE STAKE AND WIRE FENCE PER COR STD. PLAN 212.00 OR EQUAL, TYP. ALONG PERIMETER OF STAGING AREA. WHERE SILT FENCE IS ALSO INSTALLED, LOCATE STAKE AND WIRE FENCE 3' OUTSIDE OF SILT FENCE. PROVIDE AND MAINTAIN STABILIZED CONSTRUCTION ENTRANCE PER COR STD. PLAN 215.10 AND CONSTRUCTION ACCESS ROAD PER DETAIL THIS SHEET, THROUGHOUT THE DURATION OF CONSTRUCTION. CONSTRUCTION ENTRANCE AND ACCESS ROAD MUST BE LEFT IN PLACE AT PROJECT COMPLETION FOR USE BY FUTURE CONTRACTOR IN CONSTRUCTION OF NEW RESERVOIR. 1 2 4 2 3 15' WIDE CONSTRUCTION ACCESS ROAD STAGING AREA 4 4 5 1 DO NOT DISTURB EXISTING TREES, TYP. OUTLINE OF FUTURE RESERVOIR TO BE CONSTRUCTED UNDER PHASE 2, N.I.C. 3 5 GENERAL NOTES 1.PROVIDE CATCH BASIN INSERT AT ALL CATCH BASINS HAVING RECTANGULAR OR CIRCULAR VANED GRATES WITHIN 500' OF CONSTRUCTION ACCESS PG L KM P Fe b 4 , 2 0 2 6 Fe b 4 , 2 0 2 6 RE N 11 3 - 1 0 4 HI G H - D - 2 C 0 7 . D W G SHOWN G05 5 71 50 A 8 00 A 9 00 A 10 00 A 11 00 A 12 00 A 13 00 A 14 00 A 15 00 A 16 00 A 17 00 A 18 00 A 19 00 A 20 00 A 21 00 A 22 00 A 23 00 A 24 00 A 25 00 A 26 00 A 27 00 A 28 00 A 29 00 A 30 00 A 31 00 A 32 00 A 33 00 A 34 00 A 35 00 A 36 00 A 37 00 A 38 00 A 39 00 A 40 00 A 41 00 A 42 00 A 43 00 A 44 00 A 45 00 A 46 00 A 47 00 A 48 00 A 49 00 A 50 00B10 00B11 00B12 00B13 00B14 00B15 00B16 00B17 00B18 00B19 STA. 10+00.00A, 0.0' , STA. 37+23.18A, STATION BASELINE INTERSECTION POINT B-STATION BASELINE 10+00.00B STA. 27+26.10A, 0.00' , STA. 24+68.67A, 0.00' , STA. 17+78.60A, 0.00' ,STA. 30+25.46A, 0.00' , STA. 35+44.24A, 0.00' ,STA. 37+23.18A, 0.00' , STA. 19+00.00B, STATION BASELINE END N. 187300.64 E. 1308933.15 STA. 50+00.00A, STATION BASELINE END N. 186356.33 E. 1310189.10 L2 L3 L4 L5 L6 L7 L8 L9 L1 STA. 8+50.00A, STATION BASELINE BEGINNING N. 186453.90 E. 1306040.40 SURVEY CONTROL POINT TABLE POINT NO.DESC.ELEV.NORTHING EASTING SURVEY CONTROL POINT TABLE POINT NO.DESC.ELEV.NORTHING EASTING SURVEY CONTROL POINT TABLE POINT NO.DESC.ELEV.NORTHING EASTING STATION BASELINE "A" - NE 12TH ST NUMBER L1 L2 L3 L4 L5 L6 L7 L8 START N,E (186453.90,1306040.40) (186452.87,1306190.40) (186438.74,1306968.87) (186426.29,1307658.83) (186421.70,1307916.22) (186416.33,1308215.53) (186406.94,1308734.22) (186400.86,1308913.06) END N,E (186452.87,1306190.40) (186438.74,1306968.87) (186426.29,1307658.83) (186421.70,1307916.22) (186416.33,1308215.53) (186406.94,1308734.22) (186400.86,1308913.06) (186356.33,1310189.10) START STA 8+50.00 10+00.00 17+78.60 24+68.67 27+26.10 30+25.46 35+44.24 37+23.18 END STA 10+00.00 17+78.60 24+68.67 27+26.10 30+25.46 35+44.24 37+23.18 50+00.00 LENGTH 150.00 778.60 690.07 257.43 299.36 518.77 178.95 1276.82 RADIUS STATION BASELINE "B" - MONROE AVE NE NUMBER L9 START N,E (186400.86,1308913.06) END N,E (187300.64,1308933.15) START STA 10+00.00 END STA 19+00.00 LENGTH 900.00 RADIUS CI T Y O F R E N T O N HI G H L A N D S R E S E R V O I R W A T E R M A I N IM P R O V E M E N T S P R O J E C T WT R - 2 7 - 3 8 8 8 0 2/ 4 / 2 0 2 6 IS S U E D F O R B I D D I N G DM F RJ F DM F RJ F Fe b 4 , 2 0 2 6 Fe b 4 , 2 0 2 6 RE N 11 3 - 1 0 4 HI G H - D - 2 S T A T I O N . D W G SHOWN G06 6 71 DWG NO.: DA T E DE S C R I P T I O N RE V I S I O N S BY RE V I E W EN G I N E E R : SA V E D A T E : RE V I E W E D : PL O T D A T E : CL I E N T : FI L E N A M E : SHEET NO.: JO B N O . : NO . 0"1"2" DRAWING IS FULL SCALE WHEN BAR MEASURES 2" SCALE: ST A T I O N B A S E L I N E D E F I N I T I O N A N D SU R V E Y C O N T R O L SURVEY CONTROL AND STATION BASELINE DEFINITION GENERAL NOTES LEGAL DESCRIPTION BASIS OF BEARING ” SURVEY NOTES NE 12TH ST HA R R I N G T O N A V E N E ED M O N D S A V E N E JE F F E R S O N A V E N E KI R K L A N D A V E N E SU N S E T B L V D N E MO N R O E A V E N E LY N N W O O D A V E N E MO N R O E A V E N E OL Y M P I A A V E N E PI E R C E A V E N E QU E E N A V E N E NE 12TH ST 8'' CP SS 6' ' C O N C S S 6' ' C O N C S S 8' ' C O N C S S 8' ' C O N C S S 8' ' C O N C S S 2601 & 2603 NE 12TH ST TPN: 7227801335 1" LATERAL 3/4" METER ACCNT #003066 NA TPN: 0923059102 NO METER 2527 NE 12TH ST TPN: 0923059062 1" LATERAL 3/4" METER ACCNT #140025 1140 EDMONDS AVE NE TPN: 0923059061 METER ON EDMONDS 1190 EDMONDS PL NE TPN: 2270000020 1194 EDMONDS PL NE TPN: 2270000010 2430 NE 12TH ST TPN: 2309200010 JR HIGH SCHOOL 1416 EDMONDS AVE NE TPN: 0423059048 ED M O N D S A V E N E NE 12TH STREET P P P P P P P P P P P P PPP 8'' AC W (435) 16 ' ' D I W ( 4 3 5 ) 8' ' C I W ( 4 3 5 ) 8' ' C I W ( 4 3 5 ) 8'' AC W (435)12'' AC W (435)12'' AC W (435)12'' AC W (435)12'' AC W (435)12'' AC W (435) 16'' DI W (435)16'' DI W (435)16'' DI W (435)16'' DI W (435) W 16 ' ' D I W ( 4 3 5 ) 16 ' ' D I W ( 4 3 5 ) W P P P P P P P P P P P P PPPPPP P P P P PPPPPP P P P P P P P P P P W T E L T E L TE L TEL TE L TE L TEL TEL TEL TEL TEL TEL TEL TEL TE L TE L TEL TEL TEL TEL TEL TEL TEL TEL TE L TE L TEL TEL TEL TEL TE L TE L TE L TE L TE L TE L TE L TE L TE L TE L TE L TE L TE L TE L TE L CO R T E L M G G G 6'' IP G 6'' IP G 6'' IP G G G G G 18 ' ' C O N C S T 18 ' ' C O N C S T 8'' CONC ST 8 ' ' C O N C S T 12'' CONC ST 36'' CPEP ST 10'' C O N C S T 12'' ST (ABAN)12'' ST (ABAN) 12'' ST (ABAN)12'' ST (ABAN)36'' CMP ST 36'' CMP ST 36'' CMP ST ST 36'' CMP ST G G x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x G G 00 A 10 00 A 11 00 A 12 00 A 13 00 A 14 PH1 PH1A PH2 PH2A PH G1 PH P1 \\\\\\\\\\\\\\\\\\\\\\ P0 1 M A T C H L I N E S T A 14 + 2 0 A P0 1 M A T C H L I N E S T A 14 + 2 0 A PPH2 PPH3 GPH4 GPH5 GPH6 GPH7 GPH8 PPH9 PPH11 PREPARATION KEYNOTES PREPARATION GENERAL NOTES PH# PH#HMA UTILITY DIRECTION DEPTH TO TOP ” ” ” ” POTHOLE NOTES PSE POTHOLE INVESTIGATION NOTES PH#HMA UTILITY DIRECTION DEPTH TO TOP MO N R O E A V E N E NE S U N S E T B L V D NE 12TH ST ED M O N D S A V E N E HA R R I N G T O N A V E N E OL Y M P I A A V E N E MO N R O E A V E N E P01 P02 P03 P04 P05 P06 P07 P08 P1 1 P1 0 P09 8'' CP SS 6' ' C O N C S S 6' ' C O N C S S 8' ' C O N C S S 8' ' C O N C S S 8' ' C O N C S S 2601 & 2603 NE 12TH ST TPN: 7227801335 1" LATERAL 3/4" METER ACCNT #003066 NA TPN: 0923059102 NO METER 2527 NE 12TH ST TPN: 0923059062 1" LATERAL 3/4" METER ACCNT #140025 1140 EDMONDS AVE NE TPN: 0923059061 METER ON EDMONDS 1190 EDMONDS PL NE TPN: 2270000020 1194 EDMONDS PL NE TPN: 2270000010 2430 NE 12TH ST TPN: 2309200010 JR HIGH SCHOOL 1416 EDMONDS AVE NE TPN: 0423059048 ED M O N D S A V E N E NE 12TH STREET P P P P P P P P P P P P PPP 8'' AC W (435) 16 ' ' D I W ( 4 3 5 ) 8' ' C I W ( 4 3 5 ) 8' ' C I W ( 4 3 5 ) 8'' AC W (435)12'' AC W (435)12'' AC W (435)12'' AC W (435)12'' AC W (435)12'' AC W (435) 16'' DI W (435)16'' DI W (435)16'' DI W (435)16'' DI W (435) W 16 ' ' D I W ( 4 3 5 ) 16 ' ' D I W ( 4 3 5 ) W P P P P P P P P P P P P PPPPPP P P P P PPPPPP P P P P P P P P P P W T E L T E L TE L TEL TE L TE L TEL TEL TEL TEL TEL TEL TEL TEL TE L TE L TEL TEL TEL TEL TEL TEL TEL TEL TE L TE L TEL TEL TEL TEL TE L TE L TE L TE L TE L TE L TE L TE L TE L TE L TE L TE L TE L TE L TE L CO R T E L M G G G 6'' IP G 6'' IP G 6'' IP G G G G G 18 ' ' C O N C S T 18 ' ' C O N C S T 8'' CONC ST 8 ' ' C O N C S T 12'' CONC ST 36'' CPEP ST 10'' C O N C S T 12'' ST (ABAN)12'' ST (ABAN) 12'' ST (ABAN)12'' ST (ABAN)36'' CMP ST 36'' CMP ST 36'' CMP ST ST 36'' CMP ST G G x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x G G 00 A 10 00 A 11 00 A 12 00 A 13 00 A 14 12'' DI W (565)12'' DI W (565)12'' DI W (565)12'' DI W (565)12'' DI W (565)12'' DI W (565)12'' DI W (565)12'' DI W (565) 12 ' ' D I W ( 5 6 5 ) FO FO FO FO FO FO FO FO FO FO FO FO FO FO \ \ \ \ \ \ PH1 PH1A PH2 PH2A \\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\PH G1 PH P1 \\\\\\\\\\\\\\\\\\\\\\ \ \ \ X X X X X X X X X X X X X X X X X XXXXXXXXXXXXXX X X X X X X X X X X X X X X P0 1 M A T C H L I N E S T A 14 + 2 0 A P0 1 M A T C H L I N E S T A 14 + 2 0 A X X X X X X X X X X X X X X X X X X X X X PPH2 PPH3 GPH4 GPH5 GPH6 GPH7 GPH8 PPH9 PPH11 CI T Y O F R E N T O N HI G H L A N D S R E S E R V O I R W A T E R M A I N IM P R O V E M E N T S P R O J E C T WT R - 2 7 - 3 8 8 8 0 2/ 4 / 2 0 2 6 IS S U E D F O R B I D D I N G DM F RJ F KEY PLAN PG L KM P Fe b 4 , 2 0 2 6 Fe b 4 , 2 0 2 6 RE N 11 3 - 1 0 4 HI G H - D - 2 C 0 2 . D W G SHOWN P01 7 71 0"1"2" DRAWING IS FULL SCALE WHEN BAR MEASURES 2" SCALE: DWG NO.: DA T E DE S C R I P T I O N RE V I S I O N S BY RE V I E W EN G I N E E R : SA V E D A T E : RE V I E W E D : PL O T D A T E : CL I E N T : FI L E N A M E : SHEET NO.: JO B N O . : NO . EXISTING PLAN VIEW EX I S T I N G , D E M O L I T I O N , A N D P R E P A R A T I O N PL A N 0 1 NE 1 2 T H S T - E D M O N D S A V E T O H A R R I N G T O N A V E DEMOLITION AND PREPARATION PLAN VIEW 8'' CP SS 8'' CP SS 8'' CP SS 8'' CP SS 8'' CP SS 8'' CP SS 8'' CP SS 8'' CP SS 8'' CP SS 8'' CP SS 8'' CP SS 8'' CP SS 8'' CP SS 8' ' C O N C S S 8' ' C O N C S S 4 ' ' C O N C S S SS SS SS SS 6' ' C O N C S S 6' ' C O N C S S 6' ' C O N C S S 1174 HARRINGTON AVE NE TPN: 7227801675 METER SERVICE ON HARRINGTON 1177 HARRINGTON AVE NE TPN: 7227801355 METER SERVICE ON HARRINGTON 2613 & 2615 NE 12TH ST TPN: 7227801345 1" LATERAL 3/4" METER ACCNT #003069 2607 & 2609 NE 12TH ST TPN: 7227801340 1" LATERAL 3/4" METER ACCNT #003067 JR HIGH SCHOOL 1416 EDMONDS AVE NE TPN: 0423059048 NA TPN: 7227801860 METER SERVICE ON HARRINGTON 2800 NE 12TH ST TPN: 7227801690 EXISTING 3/4" METER HA R R I N G T O N A V E N E NE 12TH STREET P P P P P P P P P PPPPPPP P P 12'' AC W (435)12'' AC W (435) 16'' DI W (435)16'' DI W (435)16'' DI W (435) 12'' AC W (435) 12'' AC W (435) W P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P 12 A C W ( A B A N ) 16'' DI W (435)16'' DI W (435) 8'' AC W (ABAN)8'' AC W (ABAN) TEL TEL TEL TE L TE L TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL T E L T E L TE L TE L T E L T E L TE L TE L T E L TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL 6'' IP G GG G GG 6'' IP G 6'' IP G 6'' IP G 6'' IP G 8' ' C I W ( 5 6 5 ) G G G G 12' ' D I W ( 5 6 5 ) 8'' CI W (565)8'' CI W (565) 12'' CONC ST 12'' CONC ST 12'' CONC ST 12'' CONC ST 12'' CONC ST 12'' CONC ST 8' ' C O N C S T 18 ' ' C P P S T 36'' CMP ST 36'' CMP ST 12'' ST 12'' ST 36'' CMP ST 36'' CMP ST 36'' CMP ST 36'' CMP ST 36'' CMP ST 12 ' ' A D S S T 1 2 ' ' A D S S T 8'' C O N C S T x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x TEL TEL TEL TEL TEL TEL TEL TEL TEL 8' ' D I W G 00 A 15 00 A 16 00 A 17 00 A 18 00 A 19 PH4 PH5 PH G2PH P2 PH P3 \\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\ P0 2 M A T C H L I N E S T A 14 + 2 0 A P0 2 M A T C H L I N E S T A 14 + 2 0 A P0 2 M A T C H L I N E S T A 19 + 0 0 A P0 2 M A T C H L I N E S T A 19 + 0 0 A PPH12 PPH13 GPH14 PPH15 PPH17 GPH18 PPH20 PREPARATION KEYNOTES PREPARATION GENERAL NOTES PH# MO N R O E A V E N E NE S U N S E T B L V D NE 12TH ST ED M O N D S A V E N E HA R R I N G T O N A V E N E OL Y M P I A A V E N E MO N R O E A V E N E P01 P02 P03 P04 P05 P06 P07 P08 P1 1 P1 0 P09 8'' CP SS 8'' CP SS 8'' CP SS 8'' CP SS 8'' CP SS 8'' CP SS 8'' CP SS 8'' CP SS 8'' CP SS 8'' CP SS 8'' CP SS 8'' CP SS 8'' CP SS 8' ' C O N C S S 8' ' C O N C S S 4 ' ' C O N C S S SS SS SS SS 6' ' C O N C S S 6' ' C O N C S S 6' ' C O N C S S 1174 HARRINGTON AVE NE TPN: 7227801675 METER SERVICE ON HARRINGTON 1177 HARRINGTON AVE NE TPN: 7227801355 METER SERVICE ON HARRINGTON 2613 & 2615 NE 12TH ST TPN: 7227801345 1" LATERAL 3/4" METER ACCNT #003069 2607 & 2609 NE 12TH ST TPN: 7227801340 1" LATERAL 3/4" METER ACCNT #003067 JR HIGH SCHOOL 1416 EDMONDS AVE NE TPN: 0423059048 NA TPN: 7227801860 METER SERVICE ON HARRINGTON 2800 NE 12TH ST TPN: 7227801690 EXISTING 3/4" METER HA R R I N G T O N A V E N E NE 12TH STREET P P P P P P P P P PPPPPPP P P 12'' AC W (435)12'' AC W (435) 16'' DI W (435)16'' DI W (435)16'' DI W (435) 12'' AC W (435) 12'' AC W (435) W P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P 12 A C W ( A B A N ) 16'' DI W (435)16'' DI W (435) 8'' AC W (ABAN)8'' AC W (ABAN) TEL TEL TEL TE L T E L TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL T E L T E L TE L TE L T E L T E L TE L TE L T E L TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL 6'' IP G GG G GG 6'' IP G 6'' IP G 6'' IP G 6'' IP G 8' ' C I W ( 5 6 5 ) G G G G 12' ' D I W ( 5 6 5 ) 8'' CI W (565)8'' CI W (565) 12'' CONC ST 12'' CONC ST 12'' CONC ST 12'' CONC ST 12'' CONC ST 12'' CONC ST 8' ' C O N C S T 18 ' ' C P P S T 36'' CMP ST 36'' CMP ST 12'' ST 12'' ST 36'' CMP ST 36'' CMP ST 36'' CMP ST 36'' CMP ST 36'' CMP ST 12 ' ' A D S S T 1 2 ' ' A D S S T 8'' C O N C S T x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x TEL TEL TEL TEL TEL TEL TEL TEL TEL 8' ' D I W G 00 A 15 00 A 16 00 A 17 00 A 18 00 A 19 12'' DI W (565)12'' DI W (565)12'' DI W (565)12'' DI W (565)12'' DI W (565)12'' DI W (565)12'' DI W (565)12'' DI W (565)FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO PH4 PH5 \\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\ \ \ \\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\ \ \ \ \ PH G2PH P2 PH P3 \\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \\ \\\\ \ \\\ \\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\ P0 2 M A T C H L I N E S T A 14 + 2 0 A P0 2 M A T C H L I N E S T A 14 + 2 0 A P0 2 M A T C H L I N E S T A 19 + 0 0 A P0 2 M A T C H L I N E S T A 19 + 0 0 A \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ X XX XXX PPH12 PPH13 GPH14 PPH15 PPH17 GPH18 PPH20 PH#HMA UTILITY DIRECTION DEPTH TO TOP ” ” ” POTHOLE NOTES PSE POTHOLE INVESTIGATION NOTES PH#HMA UTILITY DIRECTION DEPTH TO TOP CI T Y O F R E N T O N HI G H L A N D S R E S E R V O I R W A T E R M A I N IM P R O V E M E N T S P R O J E C T WT R - 2 7 - 3 8 8 8 0 2/ 4 / 2 0 2 6 IS S U E D F O R B I D D I N G DM F RJ F KEY PLAN PG L KM P Fe b 4 , 2 0 2 6 Fe b 4 , 2 0 2 6 RE N 11 3 - 1 0 4 HI G H - D - 2 C 0 2 . D W G SHOWN P02 8 71 0"1"2" DRAWING IS FULL SCALE WHEN BAR MEASURES 2" SCALE: DWG NO.: DA T E DE S C R I P T I O N RE V I S I O N S BY RE V I E W EN G I N E E R : SA V E D A T E : RE V I E W E D : PL O T D A T E : CL I E N T : FI L E N A M E : SHEET NO.: JO B N O . : NO . EXISTING PLAN VIEW EX I S T I N G , D E M O L I T I O N , A N D P R E P A R A T I O N PL A N 0 2 NE 1 2 T H S T - E D M O N D S A V E T O H A R R I N G T O N A V E DEMOLITION AND PREPARATION PLAN VIEW 8'' CP SS 8'' CP SS 8'' CP SS 8'' CP SS 8'' CP SS 8'' CP SS 8'' CP SS 8'' CP SS 8'' CP SS 8'' CP SS 8'' CP SS 8'' CP SS 8'' CP SS S S ( A B A N ) S S ( A B A N ) SS SS SS SS 4 ' ' C O N C S S SS S S ( A B A N ) S S ( A B A N ) SS S S ( A B A N ) S S ( A B A N ) SS 1175 HARRINGTON PL NE TPN: 3122000000 2825 NE 12TH ST TPN: 7227802045 2801 NE 12TH ST TPN: 7227801680 1" METER ACCNT #003069 2810 NE 12TH ST TPN: 7227801685 EXISTING 3/4" METER ACCNT 2902 NE 12TH ST TPN: 7227802040 2908 NE 12TH ST TPN: 7227801776 EXISTING 1-1/2" METER ACCNT #3168-000 HA R R I N G T O N P L N E NE 12TH STREET PP P P P P P P 8'' C I W ( 4 3 5 ) 16'' DI W (435)16'' DI W (435)16'' DI W (435)16'' DI W (435)16'' DI W (435)16'' DI W (435) P P P P P P P PPPPP P P P P P P PP 8'' AC W (ABAN)8'' AC W (ABAN)8'' AC W (ABAN)8'' AC W (ABAN)8'' AC W (ABAN)8'' AC W (ABAN)8'' AC W (ABAN)8'' AC W (ABAN)8'' AC W (ABAN) TEL TE L TE L TEL TEL T E L TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TELTELTELTELTELTEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TE L TE L TE L TEL TEL TEL TEL 8'' CI W (565) W W 8'' CI W (565) 8' ' D I W ( 5 6 5 ) 4'' I P G 6'' IP G 6'' IP G 6'' IP G 6'' IP G 6'' IP G 6'' IP G6'' IP G6'' IP G G 8'' CI W (565)8'' CI W (565) 36'' CMP ST 36'' CMP ST 12'' ST 12'' ST 12'' ST 12'' CONC ST 12'' CONC ST 12'' CONC ST 12'' CONC ST 12'' CONC ST 12'' CONC ST 36'' CMP ST 36'' CMP ST 36'' CMP ST 36'' CMP ST 12 ' ' C O N C S T 36'' CMP ST 12'' ST (ABAN) 6' ' C O N C S T x x x x W P P P P P PP P 2800 NE 12TH ST TPN: 7227801690 EXISTING 3/4" METER 12 ' ' D I W ( 5 6 5 ) 12 ' ' D I W ( 5 6 5 ) 12 ' ' D I W ( 5 6 5 ) 8'' CI W (565)8'' CI W (565) 2'' STL G (ABND)2'' STL G (ABND) 00 A 19 00 A 20 00 A 21 00 A 22 00 A 23 PH6 PH7 PH G3 PH P4 PH P5 \\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\ P0 3 M A T C H L I N E S T A 19 + 0 0 A P0 3 M A T C H L I N E S T A 19 + 0 0 A P0 3 M A T C H L I N E S T A 23 + 8 0 A P0 3 M A T C H L I N E S T A 23 + 8 0 A PPH21 GPH22 GPH23A GPH24 GPH25 PPH26 GPH27 GPH23B PREPARATION KEYNOTES PREPARATION GENERAL NOTES PH# PH#HMA UTILITY DIRECTION DEPTH TO TOP ” ” ” POTHOLE NOTES PSE POTHOLE INVESTIGATION NOTES PH#HMA UTILITY DIRECTION DEPTH TO TOP MO N R O E A V E N E NE S U N S E T B L V D NE 12TH ST ED M O N D S A V E N E HA R R I N G T O N A V E N E OL Y M P I A A V E N E MO N R O E A V E N E P01 P02 P03 P04 P05 P06 P07 P08 P1 1 P1 0 P09 8'' CP SS 8'' CP SS 8'' CP SS 8'' CP SS 8'' CP SS 8'' CP SS 8'' CP SS 8'' CP SS 8'' CP SS 8'' CP SS 8'' CP SS 8'' CP SS 8'' CP SS S S ( A B A N ) S S ( A B A N ) SS SS SS SS 4 ' ' C O N C S S SS S S ( A B A N ) S S ( A B A N ) SS S S ( A B A N ) S S ( A B A N ) SS 1175 HARRINGTON PL NE TPN: 3122000000 2825 NE 12TH ST TPN: 7227802045 2801 NE 12TH ST TPN: 7227801680 1" METER ACCNT #003069 2810 NE 12TH ST TPN: 7227801685 EXISTING 3/4" METER ACCNT 2902 NE 12TH ST TPN: 7227802040 2908 NE 12TH ST TPN: 7227801776 EXISTING 1-1/2" METER ACCNT #3168-000 HA R R I N G T O N P L N E NE 12TH STREET PP P P P P P P 8'' C I W ( 4 3 5 ) 16'' DI W (435)16'' DI W (435)16'' DI W (435)16'' DI W (435)16'' DI W (435)16'' DI W (435) P P P P P P P PPPPP P P P P P P PP 8'' AC W (ABAN)8'' AC W (ABAN)8'' AC W (ABAN)8'' AC W (ABAN)8'' AC W (ABAN)8'' AC W (ABAN)8'' AC W (ABAN)8'' AC W (ABAN)8'' AC W (ABAN) TEL TE L TE L TEL TEL T E L TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TELTELTELTELTELTEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TE L TE L TE L TEL TEL TEL TEL 8'' CI W (565) W W 8'' CI W (565) 8' ' D I W ( 5 6 5 ) 4'' I P G 6'' IP G 6'' IP G 6'' IP G 6'' IP G 6'' IP G 6'' IP G6'' IP G6'' IP G G 8'' CI W (565)8'' CI W (565) 36'' CMP ST 36'' CMP ST 12'' ST 12'' ST 12'' ST 12'' CONC ST 12'' CONC ST 12'' CONC ST 12'' CONC ST 12'' CONC ST 12'' CONC ST 36'' CMP ST 36'' CMP ST 36'' CMP ST 36'' CMP ST 12 ' ' C O N C S T 36'' CMP ST 12'' ST (ABAN) 6' ' C O N C S T x x x x W P P P P P PP P 2800 NE 12TH ST TPN: 7227801690 EXISTING 3/4" METER 12 ' ' D I W ( 5 6 5 ) 12 ' ' D I W ( 5 6 5 ) 12 ' ' D I W ( 5 6 5 ) 8'' CI W (565)8'' CI W (565) 2'' STL G (ABND)2'' STL G (ABND) 00 A 19 00 A 20 00 A 21 00 A 22 00 A 23 12'' DI W (565)12'' DI W (565)12'' DI W (565) FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO PH6 PH7 \\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ PH G3 PH P4 PH P5 X X X X X X X X\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\X X X X X X X X X X X X X X X X X X \ \ \ X X X X X X P0 3 M A T C H L I N E S T A 19 + 0 0 A P0 3 M A T C H L I N E S T A 19 + 0 0 A P0 3 M A T C H L I N E S T A 23 + 8 0 A P0 3 M A T C H L I N E S T A 23 + 8 0 A XX X X PPH21 GPH22 GPH23A GPH24 GPH25 PPH26 GPH27 GPH23B CI T Y O F R E N T O N HI G H L A N D S R E S E R V O I R W A T E R M A I N IM P R O V E M E N T S P R O J E C T WT R - 2 7 - 3 8 8 8 0 2/ 4 / 2 0 2 6 IS S U E D F O R B I D D I N G DM F RJ F KEY PLAN PG L KM P Fe b 4 , 2 0 2 6 Fe b 4 , 2 0 2 6 RE N 11 3 - 1 0 4 HI G H - D - 2 C 0 2 . D W G SHOWN P03 9 71 0"1"2" DRAWING IS FULL SCALE WHEN BAR MEASURES 2" SCALE: DWG NO.: DA T E DE S C R I P T I O N RE V I S I O N S BY RE V I E W EN G I N E E R : SA V E D A T E : RE V I E W E D : PL O T D A T E : CL I E N T : FI L E N A M E : SHEET NO.: JO B N O . : NO . EXISTING PLAN VIEW EX I S T I N G , D E M O L I T I O N , A N D P R E P A R A T I O N PL A N 0 3 NE 1 2 T H S T - H A R R I N G T O N A V E T O K I R K L A N D A V E DEMOLITION AND PREPARATION PLAN VIEW 8'' CP SS 8'' CP SS 8'' CP SS 8'' CP SS 8'' CP SS 8'' CP SS 8'' CP SS 8'' CP SS 8'' CP SS 8'' CP SS 8'' CP SS 8'' CP SS 8' ' S S ( A B A N ) 8' ' S S ( A B A N ) 8' ' S S ( A B A N ) 8' ' P V C S S 8' ' S S 8' ' S S S S ( A B A N ) S S ( A B A N ) SSSSSSSS FIRE STATION #12 1209 KIRKLAND AVE NE TPN: 7227801450 4" DCDA W/ 3/4" METER ACCNT #61583-001 1-1/2" IRR METER ACCNT #61583-002 2" DOM METER ACCNT #61583-000 1171 KIRKLAND AVE NE TPN: 7227801406 975 HARRINGTON PL NE TPN: 7227801405 3116 SUNSET BLVD NE TPN: 0423059095 3002 NE SUNSET BLVD TPN: 7227800285 KI R K L A N D A V E N E JE F F E R S O N A V E N E NE 12TH STREET P P P P 16'' DI W (435)16'' DI W (435)16'' DI W (435)16'' DI W (435) P P P P P PPPP P 16'' DI W (435)16'' DI W (435) OH P P P P P P PP P 8'' AC W (ABAN)8'' AC W (ABAN) 8'' AC W (ABAN)8'' AC W (ABAN)8'' AC W (ABAN)8'' AC W (ABAN)8'' AC W (ABAN)8'' AC W (ABAN)8'' AC W (ABAN)8'' AC W (ABAN)8'' AC W (ABAN)8'' AC W (ABAN) TE L TE L TEL TEL TELTELTELTELTELTELTEL TEL TE L TEL TEL TEL TE L TEL TEL TEL TEL TE L TE L TEL TEL TELTELTELTELTELTELTELTELTELTELTEL TEL TEL TEL TEL TEL TE L TE L TE L TE L TEL TEL TEL TEL 8'' CI W (565)8'' CI W (565)8'' CI W (565)8'' CI W (565) W W 8' ' D I W ( 5 6 5 ) 4'' IP G4'' IP G 4'' IP G 4'' IP G 4'' IP G 4'' IP G G 2' ' I P G 2' ' I P G 4'' IP G 6'' IP G G FO FO FO 12'' ST (ABAN)12'' ST (ABAN) S D 36'' CMP ST 36'' CMP ST 36'' CMP ST 36'' CMP ST 6 ' ' C M P S T SD S D SD SD 6'' P V C S T 6 ' ' C O N C S T 18 ' ' C M P S T 12'' ADS ST 12'' CONC ST 12'' CONC ST 12 S T 12 S T x x x 10 ' ' S T L W ( A B N ) 10 ' ' C I ( 5 6 5 ) W P P P P P P P P P P P CO R T E L M CO R T E L M COR TELM COR TELM P P P P P P P P 12 ' ' D I W 6' ' C I W ( A B A N ) 18 ' ' D I S T 1 2 ' ' D I S T 12' ' S T 12 ' ' S T 12 ' ' S T 12 ' ' S T 6' ' C O N C S S ( A B A N ) 12 ' ' D I W ( 5 6 5 ) 12 ' ' D I W WS PP PP 10 ' ' C I W ( 5 6 5 ) 10 ' ' C I W ( 5 6 5 ) 00 A 24 00 A 25 00 A 26 00 A 27 00 A 28 PH9 PH10 PH11 PH12 PH12A PH G4 PH G5 PH P6 P0 4 M A T C H L I N E S T A 23 + 8 0 A P0 4 M A T C H L I N E S T A 23 + 8 0 A P0 4 M A T C H L I N E S T A 28 + 3 0 A P0 4 M A T C H L I N E S T A 28 + 3 0 A PPH29 GPH30 PPH31 PPH32 GPH34 PPH35 PPH37 GPH38 PPH39 PPH40 PREPARATION KEYNOTES PH# PH#HMA UTILITY DIRECTION DEPTH TO TOP ” ” ” POTHOLE NOTES PSE POTHOLE INVESTIGATION NOTES PH#HMA UTILITY DIRECTION DEPTH TO TOP MO N R O E A V E N E NE S U N S E T B L V D NE 12TH ST ED M O N D S A V E N E HA R R I N G T O N A V E N E OL Y M P I A A V E N E MO N R O E A V E N E P01 P02 P03 P04 P05 P06 P07 P08 P1 1 P1 0 P09 8'' CP SS 8'' CP SS 8'' CP SS 8'' CP SS 8'' CP SS 8'' CP SS 8'' CP SS 8'' CP SS 8'' CP SS 8'' CP SS 8'' CP SS 8'' CP SS 8' ' S S ( A B A N ) 8' ' S S ( A B A N ) 8' ' S S ( A B A N ) 8' ' P V C S S 8' ' S S 8' ' S S S S ( A B A N ) S S ( A B A N ) SSSSSSSS FIRE STATION #12 1209 KIRKLAND AVE NE TPN: 7227801450 4" DCDA W/ 3/4" METER ACCNT #61583-001 1-1/2" IRR METER ACCNT #61583-002 2" DOM METER ACCNT #61583-000 1171 KIRKLAND AVE NE TPN: 7227801406 975 HARRINGTON PL NE TPN: 7227801405 3116 SUNSET BLVD NE TPN: 0423059095 3002 NE SUNSET BLVD TPN: 7227800285 KI R K L A N D A V E N E JE F F E R S O N A V E N E NE 12TH STREET P P P P 16'' DI W (435)16'' DI W (435)16'' DI W (435)16'' DI W (435) P P P P P PPPP P 16'' DI W (435)16'' DI W (435) OH P P P P P P PP P 8'' AC W (ABAN)8'' AC W (ABAN) 8'' AC W (ABAN)8'' AC W (ABAN)8'' AC W (ABAN)8'' AC W (ABAN)8'' AC W (ABAN)8'' AC W (ABAN)8'' AC W (ABAN)8'' AC W (ABAN)8'' AC W (ABAN)8'' AC W (ABAN) TE L TE L TEL TEL TELTELTELTELTELTELTEL TEL TE L TEL TEL TEL TE L TEL TEL TEL TEL TE L TE L TEL TEL TELTELTELTELTELTELTELTELTELTELTEL TEL TEL TEL TEL TEL TE L TE L TE L TE L TEL TEL TEL TEL 8'' CI W (565)8'' CI W (565)8'' CI W (565)8'' CI W (565) W W 8' ' D I W ( 5 6 5 ) 4'' IP G4'' IP G 4'' IP G 4'' IP G 4'' IP G 4'' IP G G 2' ' I P G 2' ' I P G 4'' IP G 6'' IP G G FO FO FO 12'' ST (ABAN)12'' ST (ABAN) S D 36'' CMP ST 36'' CMP ST 36'' CMP ST 36'' CMP ST 6 ' ' C M P S T SD S D SD SD 6'' P V C S T 6 ' ' C O N C S T 18 ' ' C M P S T 12'' ADS ST 12'' CONC ST 12'' CONC ST 12 S T 12 S T x x x 10 ' ' S T L W ( A B N ) 10 ' ' C I ( 5 6 5 ) W P P P P P P P P P P P CO R T E L M CO R T E L M COR TELM COR TELM P P P P P P P P 12 ' ' D I W 6' ' C I W ( A B A N ) 18 ' ' D I S T 1 2 ' ' D I S T 12' ' S T 12 ' ' S T 12 ' ' S T 12 ' ' S T 6' ' C O N C S S ( A B A N ) 12 ' ' D I W ( 5 6 5 ) 12 ' ' D I W WS PP PP 10 ' ' C I W ( 5 6 5 ) 10 ' ' C I W ( 5 6 5 ) 00 A 24 00 A 25 00 A 26 00 A 27 00 A 28 12'' DI W (565)12'' DI W (565) FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO PH9 PH10 PH11 PH12 PH12A \\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \\ \ \ \ \ \\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ PH G4 PH G5 PH P6 X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X \ \ \ \ \ \ X X X X P0 4 M A T C H L I N E S T A 23 + 8 0 A P0 4 M A T C H L I N E S T A 23 + 8 0 A P0 4 M A T C H L I N E S T A 28 + 3 0 A P0 4 M A T C H L I N E S T A 28 + 3 0 A X X X X X X X X X X X X X X \\\ PPH29 GPH30 PPH31 PPH32 GPH34 PPH35 PPH37 GPH38 PPH39 PPH40 CI T Y O F R E N T O N HI G H L A N D S R E S E R V O I R W A T E R M A I N IM P R O V E M E N T S P R O J E C T WT R - 2 7 - 3 8 8 8 0 2/ 4 / 2 0 2 6 IS S U E D F O R B I D D I N G DM F RJ F KEY PLAN PG L KM P Fe b 4 , 2 0 2 6 Fe b 4 , 2 0 2 6 RE N 11 3 - 1 0 4 HI G H - D - 2 C 0 2 . D W G SHOWN P04 10 71 0"1"2" DRAWING IS FULL SCALE WHEN BAR MEASURES 2" SCALE: DWG NO.: DA T E DE S C R I P T I O N RE V I S I O N S BY RE V I E W EN G I N E E R : SA V E D A T E : RE V I E W E D : PL O T D A T E : CL I E N T : FI L E N A M E : SHEET NO.: JO B N O . : NO . EXISTING PLAN VIEW EX I S T I N G , D E M O L I T I O N , A N D P R E P A R A T I O N PL A N 0 4 NE 1 2 T H S T - H A R R I N G T O N A V E T O K I R K L A N D A V E DEMOLITION AND PREPARATION PLAN VIEW NOTE: PREPARATION GENERAL NOTES NOT SHOWN ON THIS SHEET. SEE DWG NO. P01 FOR PREPARATION GENERAL NOTES. 8'' CP SS 8'' CP SS 8'' CP SS 8 ' ' C P S S 8 ' ' C P S S 18 ' ' P V C S S 18 ' ' P V C S S 18 ' ' P V C S S 18 ' ' P V C S S 18 ' ' P V C S S 18 ' ' P V C S S 8'' S S 8'' S S 8'' C P S S 8'' C P S S SS SS NA TPN: 7227900018 3011 NE SUNSET BLVD TPN: 7227900019 METER SERVICE ON NE SUNSET BLVD NA TPN: 722790UNKN 3123 NE SUNSET BLVD TPN: 0423059155 1" METER ACCNT #157203-000 1" IRR METER ACCNT #57203 3116 NE SUNSET BLVD TPN: 0423059095 3/4" IRR METER ACCNT #19835-000 3002 NE SUNSET BLVD TPN: 7227800285 METER SERVICE ON NE SUNSET BLVD NE S U N S E T B L V D NE 12TH ST P P 16'' DI W (435)16'' DI W (435) P P 10'' CI W (435 ) 16'' DI W (435)16'' DI W (435) P P P P P P P 16'' DI W (435) 10 ' ' C I W ( 4 3 5 ) P P P P P P P P P P PPPPPPPPPPPPP P P PP P P P P P P P P P P 10'' CI W (435) 8'' AC W (ABAN)8'' AC W (ABAN)8'' AC W (ABAN) 8' ' A C W ( A B A N ) 6' ' C I W ( 4 3 5 ) TEL TEL TEL TEL TEL TEL TEL TEL TE L TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TE L TE L TEL TEL TEL T E L TE L TE L TE L TE L TE L TE L TE L TE L TE L TE L TE L TE L TE L 4'' STL W (ABN)4'' STL W (ABN)4'' STL W (ABN) 10'' CI W (565)10'' CI W (565)10'' CI W (565) W 2'' IP G 2'' IP G 4'' I P G 4'' I P G G 4'' IP G 4'' IP G 4'' IP G G G G G 12 ' ' D I W ( 5 6 5 ) 10'' CI W (565) FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO 12'' CONC ST 12'' CONC ST 12'' CONC ST 18 ' ' C O N C S T 18 ' ' C O N C S T 12 ' ' C O N C S T 12 ' ' C O N C S T 12 ' ' C O N C S T SD 12 ' ' C O N C S T 1 2 ' ' S T 4'' C I W ( A B A N ) 4'' C I W ( A B A N ) 12 ' ' D I W ( 5 6 5 ) 12 ' ' D I W ( 5 6 5 ) COR TELM COR TELM COR TELM COR TELM COR TELM COR TELM COR TELM COR TELM COR TELM COR TELM COR TELM COR TELM COR TELM COR TELM G G G 12'' CONC ST 12'' CONC ST 12'' CONC ST 12'' CONC ST 00 A 29 00 A 30 00 A 31 00 A 32 PH13 PH14 PH G6 PH G7 PH G8 PH G9 PH G10 PH P7 \\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\ P0 5 M A T C H L I N E S T A 28 + 3 0 A P0 5 M A T C H L I N E S T A 28 + 3 0 A P0 5 M A T C H L I N E S T A 32 + 4 0 A P0 5 M A T C H L I N E S T A 32 + 4 0 A PPH43 PPH44 GPH45 GPH47 GPH48 PPH46 PPH49 GPH50 GPH51 PPH52 PPH53 PPH56 PPH54 PPH55 PPH57 PPH59 PPH60 PREPARATION KEYNOTES PH# PH#HMA UTILITY DIRECTION DEPTH TO TOP ” POTHOLE NOTES PSE POTHOLE INVESTIGATION NOTES PH#HMA UTILITY DIRECTION DEPTH TO TOP MO N R O E A V E N E NE S U N S E T B L V D NE 12TH ST ED M O N D S A V E N E HA R R I N G T O N A V E N E OL Y M P I A A V E N E MO N R O E A V E N E P01 P02 P03 P04 P05 P06 P07 P08 P1 1 P1 0 P09 8'' CP SS 8'' CP SS 8'' CP SS 8 ' ' C P S S 8 ' ' C P S S 18 ' ' P V C S S 18 ' ' P V C S S 18 ' ' P V C S S 18 ' ' P V C S S 18 ' ' P V C S S 18 ' ' P V C S S 8'' S S 8'' S S 8'' C P S S 8'' C P S S SS SS NA TPN: 7227900018 3011 NE SUNSET BLVD TPN: 7227900019 METER SERVICE ON NE SUNSET BLVD NA TPN: 722790UNKN 3123 NE SUNSET BLVD TPN: 0423059155 1" METER ACCNT #157203-000 1" IRR METER ACCNT #57203 3116 NE SUNSET BLVD TPN: 0423059095 3/4" IRR METER ACCNT #19835-000 3002 NE SUNSET BLVD TPN: 7227800285 METER SERVICE ON NE SUNSET BLVD NE S U N S E T B L V D NE 12TH ST P P 16'' DI W (435)16'' DI W (435) P P 10'' CI W (435 ) 16'' DI W (435)16'' DI W (435) P P P P P P P 16'' DI W (435) 10 ' ' C I W ( 4 3 5 ) P P P P P P P P P P PPPPPPPPPPPPP P P PP P P P P P P P P P P 10'' CI W (435) 8'' AC W (ABAN)8'' AC W (ABAN)8'' AC W (ABAN) 8' ' A C W ( A B A N ) 6' ' C I W ( 4 3 5 ) TEL TEL TEL TEL TEL TEL TEL TEL TE L TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TE L TE L TEL TEL TEL T E L TE L TE L TE L TE L TE L TE L TE L TE L TE L TE L TE L TE L TE L 4'' STL W (ABN)4'' STL W (ABN)4'' STL W (ABN) 10'' CI W (565)10'' CI W (565)10'' CI W (565) W 2'' IP G 2'' IP G 4'' I P G 4'' I P G G 4'' IP G 4'' IP G 4'' IP G G G G G 12 ' ' D I W ( 5 6 5 ) 10'' CI W (565) FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO 12'' CONC ST 12'' CONC ST 12'' CONC ST 18 ' ' C O N C S T 18 ' ' C O N C S T 12 ' ' C O N C S T 12 ' ' C O N C S T 12 ' ' C O N C S T SD 12 ' ' C O N C S T 1 2 ' ' S T 4'' C I W ( A B A N ) 4'' C I W ( A B A N ) 12 ' ' D I W ( 5 6 5 ) 12 ' ' D I W ( 5 6 5 ) COR TELM COR TELM COR TELM COR TELM COR TELM COR TELM COR TELM COR TELM COR TELM COR TELM COR TELM COR TELM COR TELM COR TELM G G G 12'' CONC ST 12'' CONC ST 12'' CONC ST 12'' CONC ST 00 A 29 00 A 30 00 A 31 00 A 32 12'' DI W (565) 16 ' ' D I W ( 4 3 5 ) 12'' RJ DI W (565)12'' DI W (565) 16 ' ' D I W ( 4 3 5 ) PIPE SHALL NOT BE INSTALLED FURTHER EAST THAN THIS POINT PRIOR TO PRESSURE TESTING, DISENFECTION, PIGGING AND CITY APPROVAL. SEE DWG NO. WC06. FO FO FO FO FO FO FO FO FO FO FO FO FO \\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\ \\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\ \ \ \ \ \ \ \ \ \ \ X X \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ PH13 PH14 \\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\ PH G6 PH G7 PH G8 PH G9 PH G10 PH P7 \\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\ X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X \\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X P0 5 M A T C H L I N E S T A 28 + 3 0 A P0 5 M A T C H L I N E S T A 28 + 3 0 A P0 5 M A T C H L I N E S T A 32 + 4 0 A P0 5 M A T C H L I N E S T A 32 + 4 0 A X X X XXX XX X XX \ \ \ \ \ X PPH43 PPH44 GPH45 GPH47 GPH48 PPH46 PPH49 GPH50 GPH51 PPH52 PPH53 PPH56 PPH54 PPH55 PPH57 PPH59 PPH60 CI T Y O F R E N T O N HI G H L A N D S R E S E R V O I R W A T E R M A I N IM P R O V E M E N T S P R O J E C T WT R - 2 7 - 3 8 8 8 0 2/ 4 / 2 0 2 6 IS S U E D F O R B I D D I N G DM F RJ F KEY PLAN PG L KM P Fe b 4 , 2 0 2 6 Fe b 4 , 2 0 2 6 RE N 11 3 - 1 0 4 HI G H - D - 2 C 0 2 . D W G SHOWN P05 11 71 0"1"2" DRAWING IS FULL SCALE WHEN BAR MEASURES 2" SCALE: DWG NO.: DA T E DE S C R I P T I O N RE V I S I O N S BY RE V I E W EN G I N E E R : SA V E D A T E : RE V I E W E D : PL O T D A T E : CL I E N T : FI L E N A M E : SHEET NO.: JO B N O . : NO . EXISTING PLAN VIEW EX I S T I N G , D E M O L I T I O N , A N D P R E P A R A T I O N PL A N 0 5 NE 1 2 T H S T - K I R K L A N D A V E T O M O N R O E A V E DEMOLITION AND PREPARATION PLAN VIEW NOTE: PREPARATION GENERAL NOTES NOT SHOWN ON THIS SHEET. SEE DWG NO. P01 FOR PREPARATION GENERAL NOTES. 8' ' P V C S S 8'' PVC SS 8'' PVC SS 8'' CLAY SS 8'' CLAY SS 8'' CLAY SS 8'' CLAY SS 8'' CLAY SS 8 ' ' P V C S S 1170 MONROE AVE NE TPN: 0923059170 3233 NE 12TH ST TPN: 7801300000 METER SERVICES ON LYNNWOODTPN: 7227900018 3316 NE 12TH ST TPN: 7736100015 3232 NE 12TH ST TPN: 0423059316 3224 NE 12TH ST TPN: 0423059169 3/4" METER ACCNT #7720-000 3218 NE 12TH ST TPN: 0423059182 1-1/2" METER ACCNT #17721-00 LY N N W O O D A V E N E MO N R O E A V E N E NE 12TH ST P P P 16'' DI W (435)16'' DI W (435)16'' DI W (435)16'' DI W (435)16'' DI W (435) OHP OHP OH P OH P OH P OH P O H P OHP OHP OHP OHP OHP OHP O H P O H P OH P OH P OH P OH P OH P OH P OH P OH P OH P OH P OH P OH P OH P OH P OH P OH P OH P OH P OH P OH P OH P OH P OH P OH P OH P OH P OHP OHP OHP OHP OHP OH P OH P OH P OH P P P 10'' CI W (435)10'' CI W (435)10'' CI W (435)10'' CI W (435) 10'' CI W (435) TEL TELTELTEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TE L TE L T E L TE L TE L TE L 4'' STL W (ABN) 10 ' ' D I W ( 5 6 5 ) 10 ' ' D I W ( 5 6 5 ) W W 6'' DI W (565)6'' DI W (565) 8' ' C I W ( 5 6 5 ) 4'' IP G G 4'' IP G 2'' IP G 2'' IP G 2'' IP G 2'' IP G 2'' IP G 2' ' I P G G G 4' ' C I W ( 5 6 5 ) 10'' CI W (565)10'' CI W (565)10'' CI W (565)10'' CI W (565)10'' CI W (565)10'' CI W (565) FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO 1 2 ' ' C M P S T 12'' ST 12'' ST 6'' C O N C S T 12'' CONC ST (ABAN) 12'' CONC ST 12'' CONC ST 12'' CONC ST 12'' CONC ST 8' ' C M P S T 8 ' ' C M P S T FO x x x x x xxxxxxxxxxxx x x x x xxxxxxxx x x x COR TELM COR TELM COR TELM COR TELM COR TELM COR TELM COR TELM COR TELM COR TELM COR TELM COR TELM COR TELM COR TELM COR TELM CO R T E L M COR TELM COR TELM ABND W ABND W ABND W ABND W ABND W ABND W ABND W ABND W ABND W ABND W ABND W ABND W ABND W ABND W 4'' C O N C S S 4'' C O N C S S 4'' C O N C S S 4'' C O N C S S CLAY UNKNOWN SIZE SS CLAY UNKNOWN SIZE SS CLAY UNKNOWN SIZE SS CLAY UNKNOWN SIZE SS 6' ' P V C S S 6' ' P V C S S 4' ' C O N C S S 4' ' C O N C S S 00 A 33 00 A 34 00 A 35 00 A 36 PH16 PH17 PH18 PH19 PH20 PH21 PH22 PH22A PH G11 PH G12 PH P9 P0 6 M A T C H L I N E S T A 32 + 4 0 A P0 6 M A T C H L I N E S T A 32 + 4 0 A P0 6 M A T C H L I N E S T A 36 + 4 0 A P0 6 M A T C H L I N E S T A 36 + 4 0 A GPH61 GPH62 GPH63 GPH64 PPH67 PPH68 GPH71 PREPARATION KEYNOTES PREPARATION GENERAL NOTES PH# MO N R O E A V E N E NE S U N S E T B L V D NE 12TH ST ED M O N D S A V E N E HA R R I N G T O N A V E N E OL Y M P I A A V E N E MO N R O E A V E N E P01 P02 P03 P04 P05 P06 P07 P08 P1 1 P1 0 P09 8' ' P V C S S 8'' PVC SS 8'' PVC SS 8'' CLAY SS 8'' CLAY SS 8'' CLAY SS 8'' CLAY SS 8'' CLAY SS 8 ' ' P V C S S 1170 MONROE AVE NE TPN: 0923059170 3233 NE 12TH ST TPN: 7801300000 METER SERVICES ON LYNNWOODTPN: 7227900018 3316 NE 12TH ST TPN: 7736100015 3232 NE 12TH ST TPN: 0423059316 3224 NE 12TH ST TPN: 0423059169 3/4" METER ACCNT #7720-000 3218 NE 12TH ST TPN: 0423059182 1-1/2" METER ACCNT #17721-00 LY N N W O O D A V E N E M O N R O E A V E N E NE 12TH ST P P P 16'' DI W (435)16'' DI W (435)16'' DI W (435)16'' DI W (435)16'' DI W (435) OHP OHP OH P OH P OH P OH P O H P OHP OHP OHP OHP OHP OHP O H P O H P OH P OH P OH P OH P OH P OH P OH P OH P OH P OH P OH P OH P OH P OH P OH P OH P OH P OH P OH P OH P OH P OH P OH P OH P OH P OH P OHP OHP OHP OHP OHP OH P OH P OH P OH P P P 10'' CI W (435)10'' CI W (435)10'' CI W (435)10'' CI W (435) 10'' CI W (435) TEL TELTELTEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TE L TE L T E L TE L TE L TE L 4'' STL W (ABN) 10 ' ' D I W ( 5 6 5 ) 10 ' ' D I W ( 5 6 5 ) W W 6'' DI W (565)6'' DI W (565) 8' ' C I W ( 5 6 5 ) 4'' IP G G 4'' IP G 2'' IP G 2'' IP G 2'' IP G 2'' IP G 2'' IP G 2' ' I P G G G 4' ' C I W ( 5 6 5 ) 10'' CI W (565)10'' CI W (565)10'' CI W (565)10'' CI W (565)10'' CI W (565)10'' CI W (565) FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO 1 2 ' ' C M P S T 12'' ST 12'' ST 6'' C O N C S T 12'' CONC ST (ABAN) 12'' CONC ST 12'' CONC ST 12'' CONC ST 12'' CONC ST 8' ' C M P S T 8 ' ' C M P S T FO x x x x x xxxxxxxxxxxx x x x x xxxxxxxx x x x COR TELM COR TELM COR TELM COR TELM COR TELM COR TELM COR TELM COR TELM COR TELM COR TELM COR TELM COR TELM COR TELM COR TELM CO R T E L M COR TELM COR TELM ABND W ABND W ABND W ABND W ABND W ABND W ABND W ABND W ABND W ABND W ABND W ABND W ABND W ABND W 4'' C O N C S S 4'' C O N C S S 4'' C O N C S S 4'' C O N C S S CLAY UNKNOWN SIZE SS CLAY UNKNOWN SIZE SS CLAY UNKNOWN SIZE SS CLAY UNKNOWN SIZE SS 6' ' P V C S S 6' ' P V C S S 4' ' C O N C S S 4' ' C O N C S S 00 A 33 00 A 34 00 A 35 00 A 36 12'' DI W (565)12'' DI W (565)12'' DI W (565) FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO \\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ PH16 PH17 PH18 PH19 PH20 PH21 PH22 PH22A PH G11 PH G12 PH P9 \\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\ X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X XXXXXXXX P0 6 M A T C H L I N E S T A 32 + 4 0 A P0 6 M A T C H L I N E S T A 32 + 4 0 A P0 6 M A T C H L I N E S T A 36 + 4 0 A P0 6 M A T C H L I N E S T A 36 + 4 0 A X X X X X\\\ \\\\\\XXX X X X X X X X X X X X X X X X X X X \\ GPH61 GPH62 GPH63 GPH64 PPH67 PPH68 GPH71 PH#HMA UTILITY DIRECTION DEPTH TO TOP ” ” ” ” POTHOLE NOTES PSE POTHOLE INVESTIGATION NOTES PH#HMA UTILITY DIRECTION DEPTH TO TOP CI T Y O F R E N T O N HI G H L A N D S R E S E R V O I R W A T E R M A I N IM P R O V E M E N T S P R O J E C T WT R - 2 7 - 3 8 8 8 0 2/ 4 / 2 0 2 6 IS S U E D F O R B I D D I N G DM F RJ F KEY PLAN PG L KM P Fe b 4 , 2 0 2 6 Fe b 4 , 2 0 2 6 RE N 11 3 - 1 0 4 HI G H - D - 2 C 0 2 . D W G SHOWN P06 12 71 0"1"2" DRAWING IS FULL SCALE WHEN BAR MEASURES 2" SCALE: DWG NO.: DA T E DE S C R I P T I O N RE V I S I O N S BY RE V I E W EN G I N E E R : SA V E D A T E : RE V I E W E D : PL O T D A T E : CL I E N T : FI L E N A M E : SHEET NO.: JO B N O . : NO . EXISTING PLAN VIEW EX I S T I N G , D E M O L I T I O N , A N D P R E P A R A T I O N PL A N 0 6 NE 1 2 T H S T - K I R K L A N D A V E T O M O N R O E A V E DEMOLITION AND PREPARATION PLAN VIEW x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x P P PP P P PT E L T E L TEL TEL TEL TEL TEL TEL TEL TELTEL TEL TEL TEL TELTELTELTELTEL TELTELTEL TEL TEL TEL TEL TEL TEL P P P OHP OHP OHP OH P OH P OH P OH P OHP OHP OHP OHP OHP x x x x x xxxxxx x x x x TEL TEL P 16'' CI W 16'' CI W 16'' CI W G G G G G G G G P P TEL TEL GGGGGG W 10'' CI W 10'' CI W 10'' CI W 16 ' ' C I W 16'' CI W 16'' CI WTELTELTELTELTEL TE L TE L TE L 16 ' ' C I W x x x x x x x x x x x x x x x x x x x x x TEL TE L 12'' CI W 12'' CI W 8'' CLAY SS 8'' CLAY SS 8'' CONC SS 8'' CONC SS 8'' CONC SS 8'' CONC SS 8'' CONC SS W 8'' AC W (565) 3323 NE 12TH ST TPN: 0923059183 3/4" METER ACCNT #59301-000 3317 NE 12TH ST TPN: 0923059162 3/4" METER ACCNT #24137-000 1204 MONROE AVE NE TPN: 7736100055 3/4" METER ACCNT #7801-000 3316 NE 12TH ST TPN: 7736100015 MO N R O E A V E N E NE 12TH ST OHP OHP OHP O H P O H P OH P OH P OH P 12'' CI W (435) 12'' CI W (435)12'' CI W (435) 16'' DI W (435)16'' DI W (435)16'' DI W (435) O H P O H P O H P O H P O H P OHP OHP OHP OHP OHP OHP OH P 10'' CI W (435) TEL TEL TEL TEL TEL TEL TEL TELTEL TEL TE L TE L TE L TE L TE L TEL TEL TEL TEL TEL TELTELTELTELTELTELTEL TEL TEL TEL TEL G G G G G 4'' IP G 4' ' I P G 4' ' I P G 8' ' D I W ( 5 6 5 ) W G G 4'' IP G 10'' CI W (565)10'' CI W (565)10'' CI W (565) FO FOFO x x x x x x x x x x x x x x x x x x TELTEL PP TELTELP T E L TELTELTEL PPP P T E L PP TEL PP 3401 NE 12TH ST TPN: 0923059183 3/4" METER ACCNT #44306-000 3410 NE 12TH ST TPN: 0423059186 COR TELM COR TELM COR TELM COR TELM COR TELM COR TELM COR TELM COR TELM COR TELM COR TELM COR TELM COR TELM COR TELM COR TELM COR TELM COR TELM COR TELM COR TELM COR TELM CO R T E L M ABND W ABND W ABND W ABND W ABND W ABND W ABND W ABND W ABND W ABND W ABND W ABND W ABND W ABN D W ABN D W ABN D W ABN D W ABN D W ABN D W AB N D W AB N D W AB N D W AB N D W AB N D W AB N D W AB N D W AB N D W AB N D W ABND WABND WABND WABND WABND WABND W ABND WABND WABND WABND W AB N D W AB N D W AB N D W AB N D W AB N D W 3327 NE 12TH ST TPN: 0923059183 3/4" METER ACCNT #7742-000 CLAY UNKNOWN SIZE SS 6' ' C O N C S S 4' ' S S ( A B A N ) 00 A 37 00 A 38 00 A 39 00 A 40 00B10 00B11 PH G13 PH G14 PH G15 PH G16 P0 7 M A T C H L I N E S T A 40 + 2 0 A P0 7 M A T C H L I N E S T A 40 + 2 0 A P0 7 M A T C H L I N E S T A 36 + 4 0 A P0 7 M A T C H L I N E S T A 36 + 4 0 A P10 MATCHLINE STA 10+95BP10 MATCHLINE STA 10+95B P07 MATCHLINE STA 10+95BP07 MATCHLINE STA 10+95B GPH74 GPH75 GPH82 PREPARATION KEYNOTES PREPARATION GENERAL NOTES PH# PH#HMA UTILITY DIRECTION DEPTH TO TOP POTHOLE NOTES PSE POTHOLE INVESTIGATION NOTES PH#HMA UTILITY DIRECTION DEPTH TO TOP MO N R O E A V E N E NE S U N S E T B L V D NE 12TH ST ED M O N D S A V E N E HA R R I N G T O N A V E N E OL Y M P I A A V E N E MO N R O E A V E N E P01 P02 P03 P04 P05 P06 P07 P08 P1 1 P1 0 P09 x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x P P PP P P PT E L T E L TEL TEL TEL TEL TEL TEL TEL TELTEL TEL TEL TEL TELTELTELTELTEL TELTELTEL TEL TEL TEL TEL TEL TEL P P P OHP OHP OHP OH P OH P OH P OH P OHP OHP OHP OHP OHP x x x x x xxxxxx x x x x TEL TEL P 16'' CI W 16'' CI W 16'' CI W G G G G G G G G P P TEL TEL GGGGGG W 10'' CI W 10'' CI W 10'' CI W 16 ' ' C I W 16'' CI W 16'' CI WTELTELTELTELTEL TE L TE L TE L 16 ' ' C I W x x x x x x x x x x x x x x x x x x x x x TEL TE L 12'' CI W 12'' CI W 8'' CLAY SS 8'' CLAY SS 8'' CONC SS 8'' CONC SS 8'' CONC SS 8'' CONC SS 8'' CONC SS W 8'' AC W (565) 3323 NE 12TH ST TPN: 0923059183 3/4" METER ACCNT #59301-000 3317 NE 12TH ST TPN: 0923059162 3/4" METER ACCNT #24137-000 1204 MONROE AVE NE TPN: 7736100055 3/4" METER ACCNT #7801-000 3316 NE 12TH ST TPN: 7736100015 MO N R O E A V E N E NE 12TH ST OHP OHP OHP O H P O H P OH P OH P OH P 12'' CI W (435) 12'' CI W (435)12'' CI W (435) 16'' DI W (435)16'' DI W (435)16'' DI W (435) O H P O H P O H P O H P O H P OHP OHP OHP OHP OHP OHP OH P 10'' CI W (435) TEL TEL TEL TEL TEL TEL TEL TELTEL TEL TE L TE L TE L TE L TE L TEL TEL TEL TEL TEL TELTELTELTELTELTELTEL TEL TEL TEL TEL G G G G G 4'' IP G 4' ' I P G 4' ' I P G 8' ' D I W ( 5 6 5 ) W G G 4'' IP G 10'' CI W (565)10'' CI W (565)10'' CI W (565) FO FOFO x x x x x x x x x x x x x x x x x x TELTEL PP TELTELP T E L TELTELTEL PPP P T E L PP TEL PP 3401 NE 12TH ST TPN: 0923059183 3/4" METER ACCNT #44306-000 3410 NE 12TH ST TPN: 0423059186 COR TELM COR TELM COR TELM COR TELM COR TELM COR TELM COR TELM COR TELM COR TELM COR TELM COR TELM COR TELM COR TELM COR TELM COR TELM COR TELM COR TELM COR TELM COR TELM CO R T E L M ABND W ABND W ABND W ABND W ABND W ABND W ABND W ABND W ABND W ABND W ABND W ABND W ABND W ABN D W ABN D W ABN D W ABN D W ABN D W ABN D W AB N D W AB N D W AB N D W AB N D W AB N D W AB N D W AB N D W AB N D W AB N D W ABND WABND WABND WABND WABND WABND W ABND WABND WABND WABND W AB N D W AB N D W AB N D W AB N D W AB N D W 3327 NE 12TH ST TPN: 0923059183 3/4" METER ACCNT #7742-000 CLAY UNKNOWN SIZE SS 6' ' C O N C S S 4' ' S S ( A B A N ) 00 A 37 00 A 38 00 A 39 00 A 40 00B10 00B11 12'' DI W (565) 12'' DI W (565) 12'' DI W (565) 16'' DI W G G G G G G G G G FO FO FO FO FO FO FO FO \\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \\ \ \ \\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ PH G13 PH G14 PH G15 PH G16 \\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\ \ \ \ \ \ \ \ \ \ \ X P0 7 M A T C H L I N E S T A 40 + 2 0 A P0 7 M A T C H L I N E S T A 40 + 2 0 A P0 7 M A T C H L I N E S T A 36 + 4 0 A P0 7 M A T C H L I N E S T A 36 + 4 0 A P10 MATCHLINE STA 10+95BP10 MATCHLINE STA 10+95B P07 MATCHLINE STA 10+95BP07 MATCHLINE STA 10+95B X X X X X X X X X GPH74 GPH75 GPH82 CI T Y O F R E N T O N HI G H L A N D S R E S E R V O I R W A T E R M A I N IM P R O V E M E N T S P R O J E C T WT R - 2 7 - 3 8 8 8 0 2/ 4 / 2 0 2 6 IS S U E D F O R B I D D I N G DM F RJ F KEY PLAN PG L KM P Fe b 4 , 2 0 2 6 Fe b 4 , 2 0 2 6 RE N 11 3 - 1 0 4 HI G H - D - 2 C 0 2 . D W G SHOWN P07 13 71 0"1"2" DRAWING IS FULL SCALE WHEN BAR MEASURES 2" SCALE: DWG NO.: DA T E DE S C R I P T I O N RE V I S I O N S BY RE V I E W EN G I N E E R : SA V E D A T E : RE V I E W E D : PL O T D A T E : CL I E N T : FI L E N A M E : SHEET NO.: JO B N O . : NO . EXISTING PLAN VIEW EX I S T I N G , D E M O L I T I O N , A N D P R E P A R A T I O N PL A N 0 7 NE 1 2 T H S T - M O N R O E A V E T O O L Y M P I A A V E DEMOLITION AND PREPARATION PLAN VIEW 10'' C O N C S T x x x x x x x x x x x x x x x x x x x x x x x x x x x x xxxxxxx xx x P P P P TEL TEL TE L TE L TEL TEL TEL TEL TEL TEL TE L TEL TEL TELTELTELTEL TEL TEL TEL TEL TE L TEL TEL TEL TEL TEL OHP OHP OHP OH P OH P OH P OH P x x TEL x x x x x x x x x x 12 ' ' C O N C S T 12 ' ' C O N C S T 12 ' ' C O N C S T 12 ' ' C O N C S T 8' ' C O N C S S 8'' CONC SS 8'' CONC SS 8'' CONC SS SS ( A B N D ) SS ( A B N D ) SD TEL 8' ' W ( 5 6 5 ) G G G G G G G G G G G G OHP OHP OHP OHP OHP OHP OHP OHP TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TE L TE L G G G G G G G G G G G W W 16'' CI W 10 ' ' C O N C S S 6' ' P V C S S 6' ' P V C S S x x x x x x x 10'' CONC SD 10' ' C O N C S D 10' ' C O N C S D 10' ' C O N C S D x x x x x x x x x x x x x x x x x x x x x x x x x x 12 ' ' C I W 12'' CI W OHP 8'' CONC SS 8'' AC W (565)8'' AC W (565)8'' AC W (565) 8'' AC W (565) NA TP N : 0 4 2 3 0 5 9 2 5 1 OL Y M P I A A V E N E NE 12TH ST TELTEL TELPP PTEL 3417 NE 12TH ST TPN: 0923059183 3/4" METER ACCNT #54364-000 3501 NE 12TH ST TPN: 8062900035 3/4" METER ACCNT #7747-000 1203 PIERCE PL NE TPN: 0911500100 METER SERVICES ON PIERCE 12'' CONC ST 12'' CONC ST 12'' CONC ST 12'' CONC ST TEL x x G G TEL TEL TEL TEL TEL ABND W 00 A 41 00 A 42 00 A 43 PH24 PH G17 PH G18 P0 8 M A T C H L I N E S T A 40 + 2 0 A P0 8 M A T C H L I N E S T A 40 + 2 0 A P0 8 M A T C H L I N E S T A 43 + 1 0 A P0 9 M A T C H L I N E S T A 43 + 1 0 A P0 8 M A T C H L I N E S T A 43 + 1 0 A P0 9 M A T C H L I N E S T A 43 + 1 0 A GPH98 GPH99 PREPARATION KEYNOTES PREPARATION GENERAL NOTES PH# PH#HMA UTILITY DIRECTION DEPTH TO TOP ” POTHOLE NOTES PSE POTHOLE INVESTIGATION NOTES PH#HMA UTILITY DIRECTION DEPTH TO TOP MO N R O E A V E N E NE S U N S E T B L V D NE 12TH ST ED M O N D S A V E N E HA R R I N G T O N A V E N E OL Y M P I A A V E N E MO N R O E A V E N E P01 P02 P03 P04 P05 P06 P07 P08 P1 1 P1 0 P09 10'' C O N C S T x x x x x x x x x x x x x x x x x x x x x x x x x x x x xxxxxxx xx x P P P P TEL TEL TE L TE L TEL TEL TEL TEL TEL TEL TE L TEL TEL TELTELTELTEL TEL TEL TEL TEL TE L TEL TEL TEL TEL TEL OHP OHP OHP OH P OH P OH P OH P x x TEL x x x x x x x x x x 12 ' ' C O N C S T 12 ' ' C O N C S T 12 ' ' C O N C S T 12 ' ' C O N C S T 8' ' C O N C S S 8'' CONC SS 8'' CONC SS 8'' CONC SS SS ( A B N D ) SS ( A B N D ) SD TEL 8' ' W ( 5 6 5 ) G G G G G G G G G G G G OHP OHP OHP OHP OHP OHP OHP OHP TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TE L TE L G G G G G G G G G G G W W 16'' CI W 10 ' ' C O N C S S 6' ' P V C S S 6' ' P V C S S x x x x x x x 10'' CONC SD 10' ' C O N C S D 10' ' C O N C S D 10' ' C O N C S D x x x x x x x x x x x x x x x x x x x x x x x x x x 12 ' ' C I W 12'' CI W OHP 8'' CONC SS 8'' AC W (565)8'' AC W (565)8'' AC W (565) 8'' AC W (565) NA TP N : 0 4 2 3 0 5 9 2 5 1 OL Y M P I A A V E N E NE 12TH ST TELTEL TELPP PTEL 3417 NE 12TH ST TPN: 0923059183 3/4" METER ACCNT #54364-000 3501 NE 12TH ST TPN: 8062900035 3/4" METER ACCNT #7747-000 1203 PIERCE PL NE TPN: 0911500100 METER SERVICES ON PIERCE 12'' CONC ST 12'' CONC ST 12'' CONC ST 12'' CONC ST TEL x x G G TEL TEL TEL TEL TEL ABND W 00 A 41 00 A 42 00 A 43 12'' DI W (565) 12'' DI W (565) 16'' DI W G G G G G G G G 12'' DI W (565) X X X X X X X X X X X X \ \ \ \ \ \ \ \ \ \ \\\\\\\\\\\\\\\\\\\\\ \\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\PH24 \\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\ \ \ \ \ \ PH G17 PH G18 \ \ \ \ \ \ \ \ \ P0 8 M A T C H L I N E S T A 40 + 2 0 A P0 8 M A T C H L I N E S T A 40 + 2 0 A P0 8 M A T C H L I N E S T A 43 + 1 0 A P0 9 M A T C H L I N E S T A 43 + 1 0 A P0 8 M A T C H L I N E S T A 43 + 1 0 A P0 9 M A T C H L I N E S T A 43 + 1 0 A X X \ \ \ \ \ \ \ GPH98 GPH99 CI T Y O F R E N T O N HI G H L A N D S R E S E R V O I R W A T E R M A I N IM P R O V E M E N T S P R O J E C T WT R - 2 7 - 3 8 8 8 0 2/ 4 / 2 0 2 6 IS S U E D F O R B I D D I N G DM F RJ F KEY PLAN PG L KM P Fe b 4 , 2 0 2 6 Fe b 4 , 2 0 2 6 RE N 11 3 - 1 0 4 HI G H - D - 2 C 0 2 . D W G SHOWN P08 14 71 0"1"2" DRAWING IS FULL SCALE WHEN BAR MEASURES 2" SCALE: DWG NO.: DA T E DE S C R I P T I O N RE V I S I O N S BY RE V I E W EN G I N E E R : SA V E D A T E : RE V I E W E D : PL O T D A T E : CL I E N T : FI L E N A M E : SHEET NO.: JO B N O . : NO . EXISTING PLAN VIEW EX I S T I N G , D E M O L I T I O N , A N D P R E P A R A T I O N PL A N 0 8 NE 1 2 T H S T - M O N R O E A V E T O O L Y M P I A A V E DEMOLITION AND PREPARATION PLAN VIEW xxxxxxx TEL TEL G G OH P OH P x x x G G 8'' CONC SS 8'' CONC SS 8'' CONC SS8'' CONC SS 8'' CONC SS 8' ' C O N C S S G OHP OHP G GGG 8'' AC W (565) PI E R C E P L N E 3515 NE 12TH ST TPN: 8062900040 3/4" METER ACCNT #46676-000 8' ' C O N C S S 8'' CONC SS 8'' CONC SS 8'' CONC SS 8' ' C O N C S S SDSDSDSD 12'' CONC ST 12'' CONC ST 12'' CONC ST OHP OHP OHP OHP OHP OHP OH P OH P OH P OHP OHP OHP OHP OHP OHP OH P OH P OH P OH P OH P OH P OH P x x OH P OH P OH P OH P x 8'' AC W (565)8'' AC W (565)8'' AC W (565)8'' AC W (565) OH P OH P OH P OH P OH P O H P O H P OHP OHP W 1204 PIERCE PL NE TPN:0911500160 METER SERVICES ON PIERCE 1203 QUEEN AVE NE TPN:0911500105 METER SERVICES ON QUEEN 1203 PIERCE PL NE TPN: 0911500100 METER SERVICES ON QUEEN 1159 PIERCE AVE NE TPN: 8062900005 3607 NE 12TH ST TPN: 0923059205 3/4" METER ACCNT #45388-000 3613 NE 12TH ST TPN: 0923059252 8 D I W ( 5 6 5 ) 6 A C W ( 5 6 5 ) 6 A C W ( 5 6 5 ) 6 A C W ( 5 6 5 ) 6 A C W ( 5 6 5 ) 6 A C W ( 5 6 5 ) 8 D I W ( 5 6 5 ) 8 D I W ( 5 6 5 ) G G G G G G G G G G G G TEL TELTEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL xxxxxxx TOP TOP x x x xxxxx xxxxxxxx x xxxxxxxxxxxxxxxxxx TOE TOE TOE TOE x x x x x G G TEL TEL TE L QU E E N A V E N E NE 12TH ST PI E R C E A V E N E 10 C O N C S T 12'' CONC ST 12'' CONC ST 12'' CONC ST 1203 PIERCE PL NE TPN: 0911500100 METER SERVICES ON PIERCE 8' ' D I W ( 5 6 5 ) 8' ' D I W ( 5 6 5 ) 8' ' D I W ( 5 6 5 ) 8' ' D I W ( 5 6 5 ) 8' ' D I W ( 5 6 5 ) 8' ' D I W ( 5 6 5 ) 12'' DI W (565)12'' DI W (565)12'' DI W (565)00 A 44 00 A 45 00 A 46 00 A 47 PH G19 P0 9 M A T C H L I N E S T A 43 + 1 0 A P0 9 M A T C H L I N E S T A 43 + 1 0 A GPH109 GPH111 PREPARATION KEYNOTES PREPARATION GENERAL NOTES PH# PH#HMA UTILITY DIRECTION DEPTH TO TOP POTHOLE NOTES PSE POTHOLE INVESTIGATION NOTES PH#HMA UTILITY DIRECTION DEPTH TO TOP MO N R O E A V E N E NE S U N S E T B L V D NE 12TH ST ED M O N D S A V E N E HA R R I N G T O N A V E N E OL Y M P I A A V E N E MO N R O E A V E N E P01 P02 P03 P04 P05 P06 P07 P08 P1 1 P1 0 P09 xxxxxxx TEL TEL G G OH P OH P x x x G G 8'' CONC SS 8'' CONC SS 8'' CONC SS8'' CONC SS 8'' CONC SS 8' ' C O N C S S G OHP OHP G GGG 8'' AC W (565) PI E R C E P L N E 3515 NE 12TH ST TPN: 8062900040 3/4" METER ACCNT #46676-000 8' ' C O N C S S 8'' CONC SS 8'' CONC SS 8'' CONC SS 8 ' ' C O N C S S SDSDSDSD 12'' CONC ST 12'' CONC ST 12'' CONC ST OHP OHP OHP OHP OHP OHP OH P OH P OH P OHP OHP OHP OHP OHP OHP OH P OH P OH P OH P OH P OH P OH P x x OH P OH P OH P OH P x 8'' AC W (565)8'' AC W (565)8'' AC W (565)8'' AC W (565) OH P OH P OH P OH P OH P O H P O H P OHP OHP W 1204 PIERCE PL NE TPN:0911500160 METER SERVICES ON PIERCE 1203 QUEEN AVE NE TPN:0911500105 METER SERVICES ON QUEEN 1203 PIERCE PL NE TPN: 0911500100 METER SERVICES ON QUEEN 1159 PIERCE AVE NE TPN: 8062900005 3607 NE 12TH ST TPN: 0923059205 3/4" METER ACCNT #45388-000 3613 NE 12TH ST TPN: 0923059252 8 D I W ( 5 6 5 ) 6 A C W ( 5 6 5 ) 6 A C W ( 5 6 5 ) 6 A C W ( 5 6 5 ) 6 A C W ( 5 6 5 ) 6 A C W ( 5 6 5 ) 8 D I W ( 5 6 5 ) 8 D I W ( 5 6 5 ) G G G G G G G G G G G G TEL TELTEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL xxxxxxx TOP TOP x x x xxxxx xxxxxxxx x xxxxxxxxxxxxxxxxxx TOE TOE TOE TOE x x x x x G G TEL TEL TE L QU E E N A V E N E NE 12TH ST PI E R C E A V E N E 10 C O N C S T 12'' CONC ST 12'' CONC ST 12'' CONC ST 1203 PIERCE PL NE TPN: 0911500100 METER SERVICES ON PIERCE 8' ' D I W ( 5 6 5 ) 8' ' D I W ( 5 6 5 ) 8' ' D I W ( 5 6 5 ) 8' ' D I W ( 5 6 5 ) 8' ' D I W ( 5 6 5 ) 8' ' D I W ( 5 6 5 ) 12'' DI W (565)12'' DI W (565)12'' DI W (565)00 A 44 00 A 45 00 A 46 00 A 4712'' DI W (565) \\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\ \ \ \ \ PH G19 P0 9 M A T C H L I N E S T A 43 + 1 0 A P0 9 M A T C H L I N E S T A 43 + 1 0 A \ \ X GPH109 GPH111 CI T Y O F R E N T O N HI G H L A N D S R E S E R V O I R W A T E R M A I N IM P R O V E M E N T S P R O J E C T WT R - 2 7 - 3 8 8 8 0 2/ 4 / 2 0 2 6 IS S U E D F O R B I D D I N G DM F RJ F KEY PLAN PG L KM P Fe b 4 , 2 0 2 6 Fe b 4 , 2 0 2 6 RE N 11 3 - 1 0 4 HI G H - D - 2 C 0 2 . D W G SHOWN P09 15 71 0"1"2" DRAWING IS FULL SCALE WHEN BAR MEASURES 2" SCALE: DWG NO.: DA T E DE S C R I P T I O N RE V I S I O N S BY RE V I E W EN G I N E E R : SA V E D A T E : RE V I E W E D : PL O T D A T E : CL I E N T : FI L E N A M E : SHEET NO.: JO B N O . : NO . EXISTING PLAN VIEW EX I S T I N G , D E M O L I T I O N , A N D P R E P A R A T I O N PL A N 0 9 NE 1 2 T H S T - O L Y M P I A A V E T O Q U E E N A V E DEMOLITION AND PREPARATION PLAN VIEW x x x x x x x x OH P OH P OH P 8'' CONC SS 8'' CONC SS 8'' CONC SS 8'' CONC SS 8'' CONC SS 1316 MONROE AVE NE TPN: 7736100041 13 1 3 M O N R O E A V E N E TP N : 7 7 3 6 1 0 0 0 0 3 12 0 4 M O N R O E A V E N E TP N : 7 7 3 6 1 0 0 0 5 5 3/ 4 " M E T E R A C C N T #7 8 0 1 - 0 0 0 33 1 6 N E 1 2 T H S T TP N : 7 7 3 6 1 0 0 0 1 5 MONROE AVE NE OH P OH P OH P OHP OHP OHP OHP OHP OHP OHP 16 ' ' D I W ( 4 3 5 ) 16 ' ' D I W ( 4 3 5 ) 16 ' ' D I W ( 4 3 5 ) OHP OHP OHP OHP OHP OHP OHP OHP P P OHP OHP OHP OHP O H P OH P OH P OH P OH P OH P OH P O H P O H P O H P OH P OH P OH P O H P O H P O H P OHP OHP O H P O H P OH P OH P OH P OH P OHP TE L TE L TE L TE L TE L TE L TE L TE L TE L TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TELTELTELTELTELTELTEL TEL TE L TE L TE L TE L TE L G W 4'' IP G 4'' IP G 4'' IP G 4'' IP G 4'' IP G 8'' DI W (565) 8'' DI W (565)8'' DI W (565)8'' DI W (565) 4'' IP G 4'' IP G 8'' DI W (565) W W W W W W W W W G G G 4'' IP G G G G G G G 4'' CI W (565)4'' CI W (565)4'' CI W (565)4'' CI W (565)4'' CI W (565) 10 ' ' C I W ( 5 6 5 ) 10 ' ' C I W ( 5 6 5 ) 10 ' ' C I W ( 5 6 5 ) G G G G G G G SS SS SS SS SS SS SS SS SS SS S S S S SS xxxxxxxxx x x x x xxxx x x x x 1308 MONROE AVE NE TPN: 7736100040 1300 MONROE AVE NE TPN: 7736100045 1216 MONROE AVE NE TPN: 7736100046 1210 MONROE AVE NE TPN: 7736100050 1209 MONROE AVE NE TPN: 7736100016 1215 MONROE AVE NE TPN: 7736100010 1305 MONROE AVE NE TPN: 7736100008 1309 MONROE AVE NE TPN: 7736100005 CO R T E L M CO R T E L M CO R T E L M CO R T E L M CO R T E L M CO R T E L M CO R T E L M AB N D W AB N D W AB N D W AB N D W AB N D W AB N D W AB N D W AB N D W AB N D W AB N D W AB N D W 6'' CONC SS 00A37 00A38 00 B 10 00 B 11 00 B 12 00 B 13 00 B 14 PH G 1 3 PH G 1 4 P06 MATCHLINE STA 36+40A P07 MATCHLINE STA 36+40A P1 0 M A T C H L I N E S T A 1 0 + 9 5 B P1 0 M A T C H L I N E S T A 1 0 + 9 5 B P0 7 M A T C H L I N E S T A 1 0 + 9 5 B P0 7 M A T C H L I N E S T A 1 0 + 9 5 B P1 0 M A T C H L I N E S T A 14 + 1 6 B P1 0 M A T C H L I N E S T A 14 + 1 6 B GP H 7 4 GP H 7 5 PREPARATION KEYNOTES PREPARATION GENERAL NOTES PH# PH#HMA UTILITY DIRECTION DEPTH TO TOP POTHOLE NOTES PSE POTHOLE INVESTIGATION NOTES PH#HMA UTILITY DIRECTION DEPTH TO TOP MO N R O E A V E N E NE S U N S E T B L V D NE 12TH ST ED M O N D S A V E N E HA R R I N G T O N A V E N E OL Y M P I A A V E N E MO N R O E A V E N E P01 P02 P03 P04 P05 P06 P07 P08 P1 1 P1 0 P09 x x x x x x x x OH P OH P OH P 8'' CONC SS 8'' CONC SS 8'' CONC SS 8'' CONC SS 8'' CONC SS 1316 MONROE AVE NE TPN: 7736100041 13 1 3 M O N R O E A V E N E TP N : 7 7 3 6 1 0 0 0 0 3 12 0 4 M O N R O E A V E N E TP N : 7 7 3 6 1 0 0 0 5 5 3/ 4 " M E T E R A C C N T #7 8 0 1 - 0 0 0 33 1 6 N E 1 2 T H S T TP N : 7 7 3 6 1 0 0 0 1 5 MONROE AVE NE OH P OH P OH P OHP OHP OHP OHP OHP OHP OHP 16 ' ' D I W ( 4 3 5 ) 16 ' ' D I W ( 4 3 5 ) 16 ' ' D I W ( 4 3 5 ) OHP OHP OHP OHP OHP OHP OHP OHP P P OHP OHP OHP OHP O H P OH P OH P OH P OH P OH P OH P O H P O H P O H P OH P OH P OH P O H P O H P O H P OHP OHP O H P O H P OH P OH P OH P OH P OHP TE L TE L TE L TE L TE L TE L TE L TE L TE L TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TELTELTELTELTELTELTEL TEL TE L TE L TE L TE L TE L G W 4'' IP G 4'' IP G 4'' IP G 4'' IP G 4'' IP G 8'' DI W (565) 8'' DI W (565)8'' DI W (565)8'' DI W (565) 4'' IP G 4'' IP G 8'' DI W (565) W W W W W W W W W G G G 4'' IP G G G G G G G 4'' CI W (565)4'' CI W (565)4'' CI W (565)4'' CI W (565)4'' CI W (565) 10 ' ' C I W ( 5 6 5 ) 10 ' ' C I W ( 5 6 5 ) 10 ' ' C I W ( 5 6 5 ) G G G G G G G SS SS SS SS SS SS SS SS SS SS S S S S SS xxxxxxxxx x x x x xxxx x x x x 1308 MONROE AVE NE TPN: 7736100040 1300 MONROE AVE NE TPN: 7736100045 1216 MONROE AVE NE TPN: 7736100046 1210 MONROE AVE NE TPN: 7736100050 1209 MONROE AVE NE TPN: 7736100016 1215 MONROE AVE NE TPN: 7736100010 1305 MONROE AVE NE TPN: 7736100008 1309 MONROE AVE NE TPN: 7736100005 CO R T E L M CO R T E L M CO R T E L M CO R T E L M CO R T E L M CO R T E L M CO R T E L M AB N D W AB N D W AB N D W AB N D W AB N D W AB N D W AB N D W AB N D W AB N D W AB N D W AB N D W 6'' CONC SS 00A37 00A38 00 B 10 00 B 11 00 B 12 00 B 13 00 B 14 12 ' ' D I W ( 5 6 5 ) \\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\ \\\\\\\\\ \\\\\ \\\\ PH G 1 3 PH G 1 4 \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ P06 MATCHLINE STA 36+40A P07 MATCHLINE STA 36+40A P1 0 M A T C H L I N E S T A 1 0 + 9 5 B P1 0 M A T C H L I N E S T A 1 0 + 9 5 B P0 7 M A T C H L I N E S T A 1 0 + 9 5 B P0 7 M A T C H L I N E S T A 1 0 + 9 5 B P1 0 M A T C H L I N E S T A 14 + 1 6 B P1 0 M A T C H L I N E S T A 14 + 1 6 B X X GP H 7 4 GP H 7 5 CI T Y O F R E N T O N HI G H L A N D S R E S E R V O I R W A T E R M A I N IM P R O V E M E N T S P R O J E C T WT R - 2 7 - 3 8 8 8 0 2/ 4 / 2 0 2 6 IS S U E D F O R B I D D I N G DM F RJ F KEY PLAN PG L KM P Fe b 4 , 2 0 2 6 Fe b 4 , 2 0 2 6 RE N 11 3 - 1 0 4 HI G H - D - 2 C 0 2 . D W G SHOWN P10 16 71 0"1"2" DRAWING IS FULL SCALE WHEN BAR MEASURES 2" SCALE: DWG NO.: DA T E DE S C R I P T I O N RE V I S I O N S BY RE V I E W EN G I N E E R : SA V E D A T E : RE V I E W E D : PL O T D A T E : CL I E N T : FI L E N A M E : SHEET NO.: JO B N O . : NO . EXISTING PLAN VIEW EX I S T I N G , D E M O L I T I O N , A N D P R E P A R A T I O N PL A N 1 0 MO N R O E A V E - N E 1 2 T H S T T O S U N S E T A V E DEMOLITION AND PREPARATION PLAN VIEW 10 ' ' D I W ( 5 6 5 ) 10 ' ' D I W ( 5 6 5 ) S D S D 8'' CONC SS 8'' CONC SS 8'' CONC SS 8'' CONC SS 8'' CONC SS 8'' CONC SS 8'' CONC SS S S S S S S S S S S S S S S S S S S S S S S 1409 & 1417 MONROE AVE NE TPN: 0423059104 3/4" METER ACCNT #7730-000 1408 MONROE AVE NE TPN: 7736100030 3/4" METER ACCNT #7809-000 1400 MONROE AVE NE TPN: 7736100035 3/4" METER ACCNT #7808-000 1324 MONROE AVE NE TPN: 7736100036 3/4" METER ACCNT #7807-000 1333 MONROE AVE NE TPN: 0423059111 3/4" METER ACCNT #57275-000 1401 MONROE AVE NE TPN: 0423059126 3/4" METER ACCNT #28758-000 1416 MONROE AVE NE TPN: 7736100020 NA TP N : 0 4 2 3 0 5 T R C T NA TPN: 7736100025 N E S U N S E T B L V D MONROE AVE. NE P P P P P PPP P P P P OHP OHP OHP OHP OHP OH P O H P O H P O H P O H P OH P O H P O H P O H P OH P OH P OH P TEL TEL TEL TEL TEL TEL TEL TEL TE L T E L TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TELTELTEL TEL TEL TEL TEL TEL TEL TEL TE L TE L TE L TE L TE L 10'' DI W (565)10'' DI W (565)10'' DI W (565) 4'' IP G 4'' IP G 4'' IP G 4'' IP G 4'' IP G 4'' IP G 4'' IP G 4' ' D I W ( 5 6 5 ) W W W W W W W W W W W W G G G 4'' CI W (565)4'' CI W (565) G G 6' ' C O N C S S 6' ' C O N C S S 6' ' C O N C S S 6' ' C O N C S S 6' ' C O N C S S 6' ' C O N C S S 6' ' C O N C S S x x xxxxxxxxxx x xx x x xx x x x x W TEL TEL TEL TEL TEL 13 1 5 M O N R O E A V E N E TP N : 7 7 3 6 1 0 0 0 0 3 00 B 15 00 B 16 00 B 17 00 B 18 00 B 19 PH G21 PH P10 PH P11 P1 1 M A T C H L I N E S T A 14 + 1 6 B P1 1 M A T C H L I N E S T A 14 + 1 6 B GPH114 PPH115 GPH116 PPH117 GPH118 PREPARATION KEYNOTES PREPARATION GENERAL NOTES PH# MO N R O E A V E N E NE S U N S E T B L V D NE 12TH ST ED M O N D S A V E N E HA R R I N G T O N A V E N E OL Y M P I A A V E N E MO N R O E A V E N E P01 P02 P03 P04 P05 P06 P07 P08 P1 1 P1 0 P09 PH#HMA UTILITY DIRECTION DEPTH TO TOP POTHOLE NOTES PSE POTHOLE INVESTIGATION NOTES PH#HMA UTILITY DIRECTION DEPTH TO TOP 10 ' ' D I W ( 5 6 5 ) 10 ' ' D I W ( 5 6 5 ) S D S D 8'' CONC SS 8'' CONC SS 8'' CONC SS 8'' CONC SS 8'' CONC SS 8'' CONC SS 8'' CONC SS S S S S S S S S S S S S S S S S S S S S S S 1409 & 1417 MONROE AVE NE TPN: 0423059104 3/4" METER ACCNT #7730-000 1408 MONROE AVE NE TPN: 7736100030 3/4" METER ACCNT #7809-000 1400 MONROE AVE NE TPN: 7736100035 3/4" METER ACCNT #7808-000 1324 MONROE AVE NE TPN: 7736100036 3/4" METER ACCNT #7807-000 1333 MONROE AVE NE TPN: 0423059111 3/4" METER ACCNT #57275-000 1401 MONROE AVE NE TPN: 0423059126 3/4" METER ACCNT #28758-000 1416 MONROE AVE NE TPN: 7736100020 NA TP N : 0 4 2 3 0 5 T R C T NA TPN: 7736100025 N E S U N S E T B L V D MONROE AVE. NE P P P P P PPP P P P P OHP OHP OHP OHP OHP OH P O H P O H P O H P O H P OH P O H P O H P O H P OH P OH P OH P TEL TEL TEL TEL TEL TEL TEL TEL TE L T E L TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TELTELTEL TEL TEL TEL TEL TEL TEL TEL TE L TE L TE L TE L TE L 10'' DI W (565)10'' DI W (565)10'' DI W (565) 4'' IP G 4'' IP G 4'' IP G 4'' IP G 4'' IP G 4'' IP G 4'' IP G 4' ' D I W ( 5 6 5 ) W W W W W W W W W W W W G G G 4'' CI W (565)4'' CI W (565) G G 6' ' C O N C S S 6' ' C O N C S S 6' ' C O N C S S 6' ' C O N C S S 6' ' C O N C S S 6' ' C O N C S S 6' ' C O N C S S x x xxxxxxxxxx x xx x x xx x x x x W TEL TEL TEL TEL TEL 13 1 5 M O N R O E A V E N E TP N : 7 7 3 6 1 0 0 0 0 3 00 B 15 00 B 16 00 B 17 00 B 18 00 B 19 8'' DI W (565)8'' DI W (565) \\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\ \ \\\\\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ PR O P O S E D 8 " W A T E R M A I N 56 5 Z O N E PH G21 PH P10 PH P11 P1 1 M A T C H L I N E S T A 14 + 1 6 B P1 1 M A T C H L I N E S T A 14 + 1 6 B X X GPH114 PPH115 GPH116 PPH117 GPH118 CI T Y O F R E N T O N HI G H L A N D S R E S E R V O I R W A T E R M A I N IM P R O V E M E N T S P R O J E C T WT R - 2 7 - 3 8 8 8 0 2/ 4 / 2 0 2 6 IS S U E D F O R B I D D I N G DM F RJ F KEY PLAN PG L KM P Fe b 4 , 2 0 2 6 Fe b 4 , 2 0 2 6 RE N 11 3 - 1 0 4 HI G H - D - 2 C 0 2 . D W G SHOWN P11 17 71 0"1"2" DRAWING IS FULL SCALE WHEN BAR MEASURES 2" SCALE: DWG NO.: DA T E DE S C R I P T I O N RE V I S I O N S BY RE V I E W EN G I N E E R : SA V E D A T E : RE V I E W E D : PL O T D A T E : CL I E N T : FI L E N A M E : SHEET NO.: JO B N O . : NO . EXISTING PLAN VIEW EX I S T I N G , D E M O L I T I O N , A N D P R E P A R A T I O N PL A N 1 1 MO N R O E A V E - N E 1 2 T H S T T O S U N S E T A V E DEMOLITION AND PREPARATION PLAN VIEW 8'' CP SS 6' ' C O N C S S 6' ' C O N C S S 8' ' C O N C S S 8' ' C O N C S S 8' ' C O N C S S 2601 & 2603 NE 12TH ST TPN: 7227801335 1" LATERAL 3/4" METER ACCNT #003066 NA TPN: 0923059102 NO METER 2527 NE 12TH ST TPN: 0923059062 1" LATERAL 3/4" METER ACCNT #140025 1140 EDMONDS AVE NE TPN: 0923059061 METER ON EDMONDS 1190 EDMONDS PL NE TPN: 2270000020 1194 EDMONDS PL NE TPN: 2270000010 2430 NE 12TH ST TPN: 2309200010 JR HIGH SCHOOL 1416 EDMONDS AVE NE TPN: 0423059048 ED M O N D S A V E N E NE 12TH STREET P P P P P P P P P P P P PPP 8'' AC W (435) 16 ' ' D I W ( 4 3 5 ) 8' ' C I W ( 4 3 5 ) 8' ' C I W ( 4 3 5 ) 8'' AC W (435)12'' AC W (435)12'' AC W (435)12'' AC W (435)12'' AC W (435)12'' AC W (435) 16'' DI W (435)16'' DI W (435)16'' DI W (435)16'' DI W (435) W 16 ' ' D I W ( 4 3 5 ) 16 ' ' D I W ( 4 3 5 ) W P P P P P P P P P P P P PPPPPP P P P P PPPPPP P P P P P P P P P P W T E L T E L TE L TEL TE L TE L TEL TEL TEL TEL TEL TEL TEL TEL TE L TE L TEL TEL TEL TEL TEL TEL TEL TEL TE L TE L TEL TEL TEL TEL TE L TE L TE L TE L TE L TE L TE L TE L TE L TE L TE L TE L TE L TE L TE L CO R T E L M G G G 6'' IP G 6'' IP G 6'' IP G G G G G 18 ' ' C O N C S T 18 ' ' C O N C S T 8'' CONC ST 8 ' ' C O N C S T 12'' CONC ST 36'' CPEP ST 10'' C O N C S T 12'' ST (ABAN)12'' ST (ABAN) 12'' ST (ABAN)12'' ST (ABAN)36'' CMP ST 36'' CMP ST 36'' CMP ST ST 36'' CMP ST G G x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x G G 0 L F 100 LF 200 LF 300 LF 400 L F 00 A 10 00 A 11 00 A 12 00 A 13 00 A 14 0 L F 60 L F -10 LF 0 LF 50 L F PH1 PH1A PH2 PH2A PH G1 PH P1PPH2 PPH3 GPH4 GPH5 GPH6 GPH7 GPH8 PPH9 PPH11 12'' DI W (565)12'' DI W (565)12'' DI W (565)12'' DI W (565)12'' DI W (565)12'' DI W (565)12'' DI W (565)12'' DI W (565) 12 ' ' D I W ( 5 6 5 ) 3 W0 2 M A T C H L I N E S T A 14 + 2 0 A W0 2 M A T C H L I N E S T A 14 + 2 0 A (CONNECTION A) CONNECTION TO EXISTING 8" CI WATER MAIN BY CITY FORCES (CONNECTION O) CONNECTION TO EXISTING 8" AC WATER MAIN BY CITY FORCES (CONNECTION X) CONNECTION TO EXISTING 16" DI WATER MAIN BY CITY FORCES 2 1 102 104 105 106 107 101 1 3 6 7 103 U04 U04 U04 4 5 108 2 PROFILE VIEW 310' 320' 330' 340' 350' 310' 320' 330' 340' 350' -10 LF 0 LF 100 LF 200 LF 300 LF 400 LF 460 LF PR O P . S T O R M 8 " D I P IE : 3 4 1 . 5 2 APPROX. 460 LF OF 12" RJ DI PIPE 12" RJ DI WATER MAIN 107 104 101 106 10+06A 10+67A 11+67A 12+67A 13+67A 102 103 PR O P . S T O R M 8 " D I P IE : 3 3 8 . 3 3 2" BLOWOFF 6" ETHAFOAM PAD 108 = PERFORM SITE SPECIFIC POTHOLING PRIOR TO PIPE INSTALLATION GENERAL CONSTRUCTION NOTES 7 102 1 101 104 105 106 107 3 6 103 WATER MAIN NOTES (565 ZONE) WATER MAIN NOTES (435 ZONE) 4 5 108 2 MO N R O E A V E N E NE S U N S E T B L V D NE 12TH ST ED M O N D S A V E N E HA R R I N G T O N A V E N E OL Y M P I A A V E N E MO N R O E A V E N E W01 W02 W03 W04 W05 W06 W07 W08 W1 1 W09 CI T Y O F R E N T O N HI G H L A N D S R E S E R V O I R W A T E R M A I N IM P R O V E M E N T S P R O J E C T WT R - 2 7 - 3 8 8 8 0 2/ 4 / 2 0 2 6 IS S U E D F O R B I D D I N G DM F RJ F KEY PLAN PG L KM P Fe b 4 , 2 0 2 6 Fe b 5 , 2 0 2 6 RE N 11 3 - 1 0 4 HI G H - D - 2 W 0 1 . D W G SHOWN W01 18 71 0"1"2" DRAWING IS FULL SCALE WHEN BAR MEASURES 2" SCALE: DWG NO.: DA T E DE S C R I P T I O N RE V I S I O N S BY RE V I E W EN G I N E E R : SA V E D A T E : RE V I E W E D : PL O T D A T E : CL I E N T : FI L E N A M E : SHEET NO.: JO B N O . : NO . PLAN VIEW WA T E R M A I N P L A N A N D P R O F I L E 0 1 NE 1 2 T H S T - E D M O N D S A V E T O H A R R I N G T O N A V E REMOVE EXISTING 12" AC WATER MAIN AS NECESSARY TO INSTALL PROPOSED WATER MAIN 8'' CP SS 8'' CP SS 8'' CP SS 8'' CP SS 8'' CP SS 8'' CP SS 8'' CP SS 8'' CP SS 8'' CP SS 8'' CP SS 8'' CP SS 8'' CP SS 8'' CP SS 8' ' C O N C S S 8' ' C O N C S S 4 ' ' C O N C S S SS SS SS SS 6' ' C O N C S S 6' ' C O N C S S 6' ' C O N C S S 1174 HARRINGTON AVE NE TPN: 7227801675 METER SERVICE ON HARRINGTON 1177 HARRINGTON AVE NE TPN: 7227801355 METER SERVICE ON HARRINGTON 2613 & 2615 NE 12TH ST TPN: 7227801345 1" LATERAL 3/4" METER ACCNT #003069 2607 & 2609 NE 12TH ST TPN: 7227801340 1" LATERAL 3/4" METER ACCNT #003067 JR HIGH SCHOOL 1416 EDMONDS AVE NE TPN: 0423059048 NA TPN: 7227801860 METER SERVICE ON HARRINGTON 2800 NE 12TH ST TPN: 7227801690 EXISTING 3/4" METER HA R R I N G T O N A V E N E NE 12TH STREET P P P P P P P P P PPPPPPP P P 12'' AC W (435)12'' AC W (435) 16'' DI W (435)16'' DI W (435)16'' DI W (435) 12'' AC W (435) 12'' AC W (435) W P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P 12 A C W ( A B A N ) 16'' DI W (435)16'' DI W (435) 8'' AC W (ABAN)8'' AC W (ABAN) TEL TEL TEL TE L TE L TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL T E L T E L TE L TE L T E L T E L TE L TE L T E L TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL 6'' IP G GG G GG 6'' IP G 6'' IP G 6'' IP G 6'' IP G 8' ' C I W ( 5 6 5 ) G G G G 12' ' D I W ( 5 6 5 ) 8'' CI W (565)8'' CI W (565) 12'' CONC ST 12'' CONC ST 12'' CONC ST 12'' CONC ST 12'' CONC ST 12'' CONC ST 8' ' C O N C S T 18 ' ' C P P S T 36'' CMP ST 36'' CMP ST 12'' ST 12'' ST 36'' CMP ST 36'' CMP ST 36'' CMP ST 36'' CMP ST 36'' CMP ST 12 ' ' A D S S T 1 2 ' ' A D S S T 8'' C O N C S T x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x TEL TEL TEL TEL TEL TEL TEL TEL TEL 8' ' D I W G 500 LF 600 LF 700 LF 800 LF 900 LF00 A 15 00 A 16 00 A 17 00 A 18 00 A 19 PH4 PH5 PH G2PH P2 PH P3 PPH12 PPH13 GPH14 PPH15 PPH17 GPH18 PPH20 12'' DI W (565)12'' DI W (565)12'' DI W (565)12'' DI W (565)12'' DI W (565)12'' DI W (565)12'' DI W (565)12'' DI W (565) 5 6 4 (CONNECTION B) CONNECTION TO EXISTING 8" CI WATER MAIN BY CITY FORCES (CONNECTION P) CONNECTION TO EXISTING 12" DI WATER MAIN BY CITY FORCES (CONNECTION C) CONNECTION TO EXISTING 8" DI WATER MAIN BY CITY FORCES W0 1 M A T C H L I N E S T A 14 + 2 0 A W0 1 M A T C H L I N E S T A 14 + 2 0 A W0 3 M A T C H L I N E S T A 19 + 0 0 A W0 3 M A T C H L I N E S T A 19 + 0 0 A U04 U04 U04 112 114 115 113 109 110 116 8 (CONNECTION Y) CONNECTION TO EXISTING 16" DI WATER MAIN BY CITY FORCES 111 PROFILE VIEW 330' 340' 350' 360' 370' 330' 340' 350' 360' 370' 460 LF 500 LF 600 LF 700 LF 800 LF 900 LF 945 LF APPROX. 485 LF OF 12" RJ DI PIPE 12" RJ DI WATER MAIN 112 115 14+65A 15+65A 16+65A 17+65A 18+65A 109 111 = PERFORM SITE SPECIFIC POTHOLING PRIOR TO PIPE INSTALLATION 112 113 114 115 109 110 116 8 WATER MAIN NOTES (565 ZONE) GENERAL CONSTRUCTION NOTES WATER MAIN NOTES (435 ZONE) 111 MO N R O E A V E N E NE S U N S E T B L V D NE 12TH ST ED M O N D S A V E N E HA R R I N G T O N A V E N E OL Y M P I A A V E N E MO N R O E A V E N E W01 W02 W03 W04 W05 W06 W07 W08 W1 1 W09 CI T Y O F R E N T O N HI G H L A N D S R E S E R V O I R W A T E R M A I N IM P R O V E M E N T S P R O J E C T WT R - 2 7 - 3 8 8 8 0 2/ 4 / 2 0 2 6 IS S U E D F O R B I D D I N G DM F RJ F KEY PLAN PG L KM P Fe b 4 , 2 0 2 6 Fe b 4 , 2 0 2 6 RE N 11 3 - 1 0 4 HI G H - D - 2 W 0 1 . D W G SHOWN W02 19 71 0"1"2" DRAWING IS FULL SCALE WHEN BAR MEASURES 2" SCALE: DWG NO.: DA T E DE S C R I P T I O N RE V I S I O N S BY RE V I E W EN G I N E E R : SA V E D A T E : RE V I E W E D : PL O T D A T E : CL I E N T : FI L E N A M E : SHEET NO.: JO B N O . : NO . PLAN VIEW WA T E R M A I N P L A N A N D P R O F I L E 0 2 NE 1 2 T H S T - E D M O N D S A V E T O H A R R I N G T O N A V E 8'' CP SS 8'' CP SS 8'' CP SS 8'' CP SS 8'' CP SS 8'' CP SS 8'' CP SS 8'' CP SS 8'' CP SS 8'' CP SS 8'' CP SS 8'' CP SS 8'' CP SS S S ( A B A N ) S S ( A B A N ) SS SS SS SS 4 ' ' C O N C S S SS S S ( A B A N ) S S ( A B A N ) SS S S ( A B A N ) S S ( A B A N ) SS 1175 HARRINGTON PL NE TPN: 3122000000 2825 NE 12TH ST TPN: 7227802045 2801 NE 12TH ST TPN: 7227801680 1" METER ACCNT #003069 2810 NE 12TH ST TPN: 7227801685 EXISTING 3/4" METER ACCNT 2902 NE 12TH ST TPN: 7227802040 2908 NE 12TH ST TPN: 7227801776 EXISTING 1-1/2" METER ACCNT #3168-000 HA R R I N G T O N P L N E NE 12TH STREET PP P P P P P P 8'' C I W ( 4 3 5 ) 16'' DI W (435)16'' DI W (435)16'' DI W (435)16'' DI W (435)16'' DI W (435)16'' DI W (435) P P P P P P P PPPPP P P P P P P PP 8'' AC W (ABAN)8'' AC W (ABAN)8'' AC W (ABAN)8'' AC W (ABAN)8'' AC W (ABAN)8'' AC W (ABAN)8'' AC W (ABAN)8'' AC W (ABAN)8'' AC W (ABAN) TEL TE L TE L TEL TEL T E L TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TELTELTELTELTELTEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL T E L TE L TE L TEL TEL TEL TEL 8'' CI W (565) W W 8'' CI W (565) 8' ' D I W ( 5 6 5 ) 4'' I P G 6'' IP G 6'' IP G 6'' IP G 6'' IP G 6'' IP G 6'' IP G6'' IP G6'' IP G G 8'' CI W (565)8'' CI W (565) 36'' CMP ST 36'' CMP ST 12'' ST 12'' ST 12'' ST 12'' CONC ST 12'' CONC ST 12'' CONC ST 12'' CONC ST 12'' CONC ST 12'' CONC ST 36'' CMP ST 36'' CMP ST 36'' CMP ST 36'' CMP ST 12 ' ' C O N C S T 36'' CMP ST 12'' ST (ABAN) 6' ' C O N C S T x x x x W P P P P P P P P 2800 NE 12TH ST TPN: 7227801690 EXISTING 3/4" METER 12 ' ' D I W ( 5 6 5 ) 12 ' ' D I W ( 5 6 5 ) 12 ' ' D I W ( 5 6 5 ) 8'' CI W (565)8'' CI W (565) 2'' STL G (ABND)2'' STL G (ABND) 1000 LF 1100 LF 1200 LF 1300 LF 1400 LF00 A 19 00 A 20 00 A 21 00 A 22 00 A 23 PH6 PH7 PH G3 PH P4 PH P5 PPH21 GPH22 GPH23A GPH24 GPH25 PPH26 GPH27 GPH23B 12'' DI W (565)12'' DI W (565)12'' DI W (565) 7 8 9 (CONNECTION D) CONNECTION TO EXISTING 8" DI WATER MAIN BY CITY FORCES (CONNECTION Q) CONNECTION TO EXISTING 12" DI WATER MAIN BY CITY FORCES W0 2 M A T C H L I N E S T A 19 + 0 0 A W0 2 M A T C H L I N E S T A 19 + 0 0 A W0 4 M A T C H L I N E S T A 23 + 8 0 A W0 4 M A T C H L I N E S T A 23 + 8 0 A U04 U04 117 118 122 123 119 120 121 125 124 PROFILE VIEW 330' 340' 350' 360' 370' 330' 340' 350' 360' 370' 945 LF 1000 LF 1100 LF 1200 LF 1300 LF 1400 LF 1425 LF PR O P . S T O R M 8 " D I P IE : 3 4 9 . 6 2 APPROX. 480 LF OF 12" RJ DI PIPE 12" RJ DI WATER MAIN 117 119 122 19+65A 20+65A 21+65A 22+65A 23+65A 121 PR O P . S T O R M 8 " D I P IE : 3 5 1 . 4 7 125 = PERFORM SITE SPECIFIC POTHOLING PRIOR TO PIPE INSTALLATION 117 118 119 120 122 123 121 WATER MAIN NOTES (565 ZONE) GENERAL CONSTRUCTION NOTES WATER SERVICE NOTES 125 124 MO N R O E A V E N E NE S U N S E T B L V D NE 12TH ST ED M O N D S A V E N E HA R R I N G T O N A V E N E OL Y M P I A A V E N E MO N R O E A V E N E W01 W02 W03 W04 W05 W06 W07 W08 W1 1 W09 CI T Y O F R E N T O N HI G H L A N D S R E S E R V O I R W A T E R M A I N IM P R O V E M E N T S P R O J E C T WT R - 2 7 - 3 8 8 8 0 2/ 4 / 2 0 2 6 IS S U E D F O R B I D D I N G DM F RJ F KEY PLAN PG L KM P Fe b 4 , 2 0 2 6 Fe b 4 , 2 0 2 6 RE N 11 3 - 1 0 4 HI G H - D - 2 W 0 1 . D W G SHOWN W03 20 71 0"1"2" DRAWING IS FULL SCALE WHEN BAR MEASURES 2" SCALE: DWG NO.: DA T E DE S C R I P T I O N RE V I S I O N S BY RE V I E W EN G I N E E R : SA V E D A T E : RE V I E W E D : PL O T D A T E : CL I E N T : FI L E N A M E : SHEET NO.: JO B N O . : NO . PLAN VIEW WA T E R M A I N P L A N A N D P R O F I L E 0 3 NE 1 2 T H S T - H A R R I N G T O N A V E T O K I R K L A N D A V E EXISTING STORM PIPE SHALL BE REMOVED AS PART OF PROPOSED WATER MAIN INSTALLATION. T7 8'' CP SS 8'' CP SS 8'' CP SS 8'' CP SS 8'' CP SS 8'' CP SS 8'' CP SS 8'' CP SS 8'' CP SS 8'' CP SS 8'' CP SS 8'' CP SS 8' ' S S ( A B A N ) 8' ' S S ( A B A N ) 8' ' S S ( A B A N ) 8' ' P V C S S 8' ' S S 8' ' S S S S ( A B A N ) S S ( A B A N ) SSSSSSSS FIRE STATION #12 1209 KIRKLAND AVE NE TPN: 7227801450 4" DCDA W/ 3/4" METER ACCNT #61583-001 1-1/2" IRR METER ACCNT #61583-002 2" DOM METER ACCNT #61583-000 1171 KIRKLAND AVE NE TPN: 7227801406 975 HARRINGTON PL NE TPN: 7227801405 3116 SUNSET BLVD NE TPN: 0423059095 3002 NE SUNSET BLVD TPN: 7227800285 KI R K L A N D A V E N E J E F F E R S O N A V E N E NE 12TH STREET P P P P 16'' DI W (435)16'' DI W (435)16'' DI W (435)16'' DI W (435) P P P P P PPPP P 16'' DI W (435)16'' DI W (435) OH P P P P P P PP P 8'' AC W (ABAN)8'' AC W (ABAN) 8'' AC W (ABAN)8'' AC W (ABAN)8'' AC W (ABAN)8'' AC W (ABAN)8'' AC W (ABAN)8'' AC W (ABAN)8'' AC W (ABAN)8'' AC W (ABAN)8'' AC W (ABAN)8'' AC W (ABAN) TE L TE L TEL TEL TELTELTELTELTELTELTEL TEL TE L TEL TEL TEL TE L TEL TEL TEL TEL TE L TE L TEL TEL TELTELTELTELTELTELTELTELTELTELTEL TEL TEL TEL TEL TEL TE L TE L TE L TE L TEL TEL TEL TEL 8'' CI W (565)8'' CI W (565)8'' CI W (565)8'' CI W (565) W W 8' ' D I W ( 5 6 5 ) 4'' IP G4'' IP G 4'' IP G 4'' IP G 4'' IP G 4'' IP G G 2' ' I P G 2' ' I P G 4'' IP G 6'' IP G G FO FO FO 12'' ST (ABAN)12'' ST (ABAN) S D 36'' CMP ST 36'' CMP ST 36'' CMP ST 36'' CMP ST 6 ' ' C M P S T SD SD SD SD 6'' P V C S T 6 ' ' C O N C S T 18 ' ' C M P S T 12'' ADS ST 12'' CONC ST 12'' CONC ST 12 S T 12 S T x x x 10 ' ' S T L W ( A B N ) 10 ' ' C I ( 5 6 5 ) W P P P P P P P P P P P CO R T E L M CO R T E L M COR TELM COR TELM P P P P P P P P 12 ' ' D I W 6' ' C I W ( A B A N ) 18 ' ' D I S T 1 2 ' ' D I S T 12' ' S T 12 ' ' S T 12 ' ' S T 12 ' ' S T 6' ' C O N C S S ( A B A N ) 12 ' ' D I W ( 5 6 5 ) 12 ' ' D I W WS PP PP 10 ' ' C I W ( 5 6 5 ) 10 ' ' C I W ( 5 6 5 ) 1500 LF 1600 LF 1700 LF 1800 LF00 A 24 00 A 25 00 A 26 00 A 27 00 A 28 PH9 PH10 PH11 PH12 PH12A PH G4 PH G5 PH P6PPH29GPH30PPH31PPH32 GPH34 PPH35 PPH37 GPH38 PPH39 PPH40 12'' DI W (565)12'' DI W (565) 10 12 (CONNECTION S) CONNECTION TO EXISTING 12" DI WATER MAIN BY CITY FORCES (CONNECTION L) CONNECTION TO EXISTING 10" CI WATER MAIN BY CITY FORCES (CONNECTION K) CONNECTION TO EXISTING 10" CI WATER MAIN BY CITY FORCES 11 13 14 W0 3 M A T C H L I N E S T A 23 + 8 0 A W0 3 M A T C H L I N E S T A 23 + 8 0 A W0 5 M A T C H L I N E S T A 28 + 3 0 A W0 5 M A T C H L I N E S T A 28 + 3 0 A U04 U04 (CONNECTION R) CONNECTION TO EXISTING 12" DI WATER MAIN BY CITY FORCES 127 129 133 131 132 135 128 136 137 126 134 130 U04 U04 CONNECTION TO EXISTING 4" DI WATER MAIN BY CITY FORCES CONNECTION TO EXISTING 8" DI WATER MAIN BY CITY FORCES U04 PROFILE VIEW 330' 340' 350' 360' 370' 330' 340' 350' 360' 370' 1425 LF 1500 LF 1600 LF 1700 LF 1800 LF 1879 LF APPROX. 454 LF OF 12" RJ DI PIPE 12" RJ DI WATER MAIN 127 129 133 24+65A 25+65A 26+65A 27+65A 126 128 135 136134 WATER MAIN NOTES (565 ZONE) 127 129 133 131 132 128 135 136 137 126 134 WATER SERVICE NOTES 130 MO N R O E A V E N E NE S U N S E T B L V D NE 12TH ST ED M O N D S A V E N E HA R R I N G T O N A V E N E OL Y M P I A A V E N E MO N R O E A V E N E W01 W02 W03 W04 W05 W06 W07 W08 W1 1 W09 CI T Y O F R E N T O N HI G H L A N D S R E S E R V O I R W A T E R M A I N IM P R O V E M E N T S P R O J E C T WT R - 2 7 - 3 8 8 8 0 2/ 4 / 2 0 2 6 IS S U E D F O R B I D D I N G DM F RJ F KEY PLAN PG L KM P Fe b 4 , 2 0 2 6 Fe b 4 , 2 0 2 6 RE N 11 3 - 1 0 4 HI G H - D - 2 W 0 1 . D W G SHOWN W04 21 71 0"1"2" DRAWING IS FULL SCALE WHEN BAR MEASURES 2" SCALE: DWG NO.: DA T E DE S C R I P T I O N RE V I S I O N S BY RE V I E W EN G I N E E R : SA V E D A T E : RE V I E W E D : PL O T D A T E : CL I E N T : FI L E N A M E : SHEET NO.: JO B N O . : NO . PLAN VIEW WA T E R M A I N P L A N A N D P R O F I L E 0 4 NE 1 2 T H S T - H A R R I N G T O N A V E T O K I R K L A N D A V E = PERFORM SITE SPECIFIC POTHOLING PRIOR TO PIPE INSTALLATION NOTE: GENERAL CONSTRUCTION NOTES NOT SHOWN ON THIS SHEET. SEE DWG NO. W01 FOR WATER MAIN GENERAL CONSTRUCTION NOTES. COORDINATE WITH COR'S CREW ON CITY-PERFORMED REMOVAL OF EXISTING EASTERN AND WESTERN VALVES AND INSTALLATION OF BLIND FLANGES. CONTRACTOR TO REMOVE AND ABANDON EXISTING WATER MAIN AS DIRECTED BY COR. EXISTING STORM PIPE SHALL BE REMOVED AS PART OF PROPOSED WATER MAIN INSTALLATION. T7 8'' CP SS 8'' CP SS 8'' CP SS 8' ' C P S S 8' ' C P S S 18 ' ' P V C S S 18 ' ' P V C S S 18 ' ' P V C S S 18 ' ' P V C S S 18 ' ' P V C S S 18 ' ' P V C S S 8'' S S 8'' S S 8'' C P S S 8'' C P S S SS SS NA TPN: 7227900018 3011 NE SUNSET BLVD TPN: 7227900019 METER SERVICE ON NE SUNSET BLVDNA TPN: 722790UNKN 3123 NE SUNSET BLVD TPN: 0423059155 1" METER ACCNT #157203-000 1" IRR METER ACCNT #57203 3116 NE SUNSET BLVD TPN: 0423059095 3/4" IRR METER ACCNT #19835-000 3002 NE SUNSET BLVD TPN: 7227800285 METER SERVICE ON NE SUNSET BLVD NE S U N S E T B L V D NE 12TH ST P P 16'' DI W (435)16'' DI W (435) P P 10'' CI W (435 ) 16'' DI W (435)16'' DI W (435) P P P P P P P 16'' DI W (435) 10 ' ' C I W ( 4 3 5 ) P P P P P P P P P P PPPPPPPPPPPPP P P PP P P P P P P P P P P 10'' CI W (435) 8'' AC W (ABAN)8'' AC W (ABAN)8'' AC W (ABAN) 8' ' A C W ( A B A N ) 6' ' C I W ( 4 3 5 ) TEL TEL TEL TEL TEL TEL TEL TEL TE L TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TE L TE L TEL TEL TEL T E L TE L TE L TE L TE L TE L TE L TE L TE L TE L TE L TE L TE L TE L 4'' STL W (ABN)4'' STL W (ABN)4'' STL W (ABN) 10'' CI W (565)10'' CI W (565)10'' CI W (565) W 2'' IP G 2'' IP G 4'' I P G 4'' I P G G 4'' IP G 4'' IP G 4'' IP G G G G G 12 ' ' D I W ( 5 6 5 ) 10'' CI W (565) FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO 12'' CONC ST 12'' CONC ST 12'' CONC ST 18 ' ' C O N C S T 18 ' ' C O N C S T 12 ' ' C O N C S T 12 ' ' C O N C S T 12 ' ' C O N C S T SD 12 ' ' C O N C S T 1 2 ' ' S T 4'' C I W ( A B A N ) 4'' C I W ( A B A N ) 12 ' ' D I W ( 5 6 5 ) 12 ' ' D I W ( 5 6 5 ) COR TELM COR TELM COR TELM COR TELM COR TELM COR TELM COR TELM COR TELM COR TELM COR TELM COR TELM COR TELM COR TELM COR TELM G G G 12'' CONC ST 12'' CONC ST 12'' CONC ST 12'' CONC ST 1900 LF 2000 LF 2100 LF 2200 LF 00 A 29 00 A 30 00 A 31 00 A 32 PH13 PH14 PH G6 PH G7 PH G8 PH G9 PH G10 PH P7 PPH43 PPH44 GPH45 GPH47 GPH48 PPH46 PPH49 GPH50 GPH51 PPH52 PPH53 PPH56 PPH54 PPH55 PPH57 PPH59 PPH60 12'' DI W (565) 16 ' ' D I W ( 4 3 5 ) 12'' RJ DI W (565)12'' DI W (565) 16 ' ' D I W ( 4 3 5 ) 16 15 17 18 19 (CONNECTION T) CONNECTION TO EXISTING 12" DI WATER MAIN BY CITY FORCES (CONNECTION U) CONNECTION TO EXISTING 12" DI WATER MAIN BY CITY FORCES W0 4 M A T C H L I N E S T A 28 + 3 0 A W0 4 M A T C H L I N E S T A 28 + 3 0 A W0 6 M A T C H L I N E S T A 32 + 4 0 A W0 6 M A T C H L I N E S T A 32 + 4 0 A (CONNECTION M) CONNECTION TO EXISTING 10" CI WATER MAIN BY CITY FORCES (CONNECTION Z) CONNECTION TO EXISTING 16" DI WATER MAIN BY CITY FORCES CONNECTION TO EXISTING 6" DI HYDRANT BY CITY FORCES U04 U04 U04 138 141 142 146 147 435 ZONE WATER MAIN, SEE DETAIL FOR PROFILE 9 10 12 14 15 139 11 144 143 U04 U04 CONNECTION TO EXISTING 6" DI WATER BY CITY FORCES PIPE SHALL NOT BE INSTALLED FURTHER EAST THAN THIS POINT PRIOR TO PRESSURE TESTING, DISENFECTION, PIGGING AND CITY APPROVAL. SEE DWG NO. WC06. 140 EXISTING POWER LINE TO BE RELOCATED BY PSE 13 145 PROFILE VIEW 340' 350' 360' 370' 380' 340' 350' 360' 370' 380' 1880 LF 1900 LF 2000 LF 2100 LF 2200 LF 2285 LF PR O P . S T O R M 1 2 " D I P IE : 3 6 2 . 2 1 APPROX. 405 LF OF 12" RJ DI PIPE 12" RJ DI WATER MAIN 138 141 146 147 PR O P . W A T E R 1 6 " D I 4 3 5 CR O S S I N G 28+65A 29+65A 30+65A 31+65A INSTALL ETHAFOAM PADS WHERE VERTICAL CLEARANCE BETWEEN UTILITIES IS 6" OR LESS, TYP. CLSM ENCASEMENT PER DETAIL T4 ON DWG NO. D01 CLSM ENCASEMENT PER DETAIL T4 ON DWG NO. D01 143 144 140 145 WATER SERVICE NOTES 138 141 142 146 147 9 13 10 12 14 15 139 11 144 143 WATER MAIN NOTES (565 ZONE) WATER MAIN NOTES (435 ZONE) 140 145 MO N R O E A V E N E NE S U N S E T B L V D NE 12TH ST ED M O N D S A V E N E HA R R I N G T O N A V E N E OL Y M P I A A V E N E MO N R O E A V E N E W01 W02 W03 W04 W05 W06 W07 W08 W1 1 W09 CI T Y O F R E N T O N HI G H L A N D S R E S E R V O I R W A T E R M A I N IM P R O V E M E N T S P R O J E C T WT R - 2 7 - 3 8 8 8 0 2/ 4 / 2 0 2 6 IS S U E D F O R B I D D I N G DM F RJ F PG L KM P Fe b 4 , 2 0 2 6 Fe b 4 , 2 0 2 6 RE N 11 3 - 1 0 4 HI G H - D - 2 W 0 1 . D W G SHOWN W05 22 71 0"1"2" DRAWING IS FULL SCALE WHEN BAR MEASURES 2" SCALE: DWG NO.: DA T E DE S C R I P T I O N RE V I S I O N S BY RE V I E W EN G I N E E R : SA V E D A T E : RE V I E W E D : PL O T D A T E : CL I E N T : FI L E N A M E : SHEET NO.: JO B N O . : NO . PLAN VIEW WA T E R M A I N P L A N A N D P R O F I L E 0 5 NE 1 2 T H S T - K I R K L A N D A V E T O M O N R O E A V E NOTE: GENERAL CONSTRUCTION NOTES NOT SHOWN ON THIS SHEET. SEE DWG NO. W01 FOR WATER MAIN GENERAL CONSTRUCTION NOTES. KEY PLAN = PERFORM SITE SPECIFIC POTHOLING PRIOR TO PIPE INSTALLATION NO CONSTRUCTION ACTIVITIES AND/OR CLOSURE OF ROADWAY LANES ARE PERMITTED AT THIS INTERSECTION FROM JUNE 1, 2026 TO JULY 15, 2026 PER SPECIAL PROVISIONS 1-8.0(2) 8' ' P V C S S 8'' PVC SS 8'' PVC SS 8'' CLAY SS 8'' CLAY SS 8'' CLAY SS 8'' CLAY SS 8'' CLAY SS 8 ' ' P V C S S 1170 MONROE AVE NE TPN: 0923059170 3233 NE 12TH ST TPN: 7801300000 METER SERVICES ON LYNNWOODTPN: 7227900018 3316 NE 12TH ST TPN: 7736100015 3232 NE 12TH ST TPN: 0423059316 3224 NE 12TH ST TPN: 0423059169 3/4" METER ACCNT #7720-000 3218 NE 12TH ST TPN: 0423059182 1-1/2" METER ACCNT #17721-00 LY N N W O O D A V E N E M O N R O E A V E N E NE 12TH ST P P P 16'' DI W (435)16'' DI W (435)16'' DI W (435)16'' DI W (435)16'' DI W (435) OHP OHP OH P OH P OH P OH P O H P OHP OHP OHP OHP OHP OHP O H P O H P OH P OH P OH P OH P OH P OH P OH P OH P OH P OH P OH P OH P OH P OH P OH P OH P OH P OH P OH P OH P OH P OH P OH P OH P OH P OH P OHP OHP OHP OHP OHP OH P OH P OH P OH P P P 10'' CI W (435)10'' CI W (435)10'' CI W (435)10'' CI W (435) 10'' CI W (435) TEL TELTELTEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TE L TE L T E L TE L TE L TE L 4'' STL W (ABN) 10 ' ' D I W ( 5 6 5 ) 10 ' ' D I W ( 5 6 5 ) W W 6'' DI W (565)6'' DI W (565) 8' ' C I W ( 5 6 5 ) 4'' IP G G 4'' IP G 2'' IP G 2'' IP G 2'' IP G 2'' IP G 2'' IP G 2' ' I P G G G 4' ' C I W ( 5 6 5 ) 10'' CI W (565)10'' CI W (565)10'' CI W (565)10'' CI W (565)10'' CI W (565)10'' CI W (565) FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO 1 2 ' ' C M P S T 12'' ST 12'' ST 6'' C O N C S T 12'' CONC ST (ABAN)12'' CONC ST 12'' CONC ST 12'' CONC ST 12'' CONC ST 8' ' C M P S T 8 ' ' C M P S T FO x x x x x xxxxxxxxxxxx x x x x xxxxxxxx x x x COR TELM COR TELM COR TELM COR TELM COR TELM COR TELM COR TELM COR TELM COR TELM COR TELM COR TELM COR TELM COR TELM COR TELM CO R T E L M COR TELM COR TELM ABND W ABND W ABND W ABND W ABND W ABND W ABND W ABND W ABND W ABND W ABND W ABND W ABND W ABND W 4'' C O N C S S 4'' C O N C S S 4'' C O N C S S 4'' C O N C S S CLAY UNKNOWN SIZE SS CLAY UNKNOWN SIZE SS CLAY UNKNOWN SIZE SS CLAY UNKNOWN SIZE SS 6' ' P V C S S 6' ' P V C S S 4' ' C O N C S S 4' ' C O N C S S 2300 LF 2400 LF 2500 LF 2600 LF 00 A 33 00 A 34 00 A 35 00 A 36 PH16 PH17 PH18 PH19 PH20 PH21 PH22PH22A PH G11 PH G12 PH P9 GPH61 GPH62 GPH63 GPH64 PPH67 PPH68 GPH71 12'' DI W (565)12'' DI W (565)12'' DI W (565) 20 23 W0 5 M A T C H L I N E S T A 32 + 4 0 A W0 5 M A T C H L I N E S T A 32 + 4 0 A W0 7 M A T C H L I N E S T A 36 + 4 0 A W0 7 M A T C H L I N E S T A 36 + 4 0 A (CONNECTION E) CONNECTION TO EXISTING 8" CI WATER MAIN BY CITY FORCES (CONNECTION N) CONNECTION TO EXISTING 10" DI WATER MAIN BY CITY FORCES U04 U04 148 153 154 149 150 152 CONNECTION TO EXISTING 6" DI WATER MAIN BY CITY FORCES 151 21 22 U04 PROFILE VIEW 355' 360' 370' 380' 390' 355' 360' 370' 380' 390' 2285 LF 2300 LF 2400 LF 2500 LF 2540 LF PROFILE VIEW 380' 390' 400' 410' 420' 380' 390' 400' 410' 420' 2540 LF 2600 LF 2685 LF PR O P . S T O R M 1 2 " D I P IE : 3 9 5 . 4 6 APPROX. 255 LF OF 12" RJ DI PIPE APPROX. 145 LF OF 12" RJ DI PIPE 12" RJ DI WATER MAIN 12" RJ DI WATER MAIN 148 153 32+65A 33+65A 34+65A 35+65A INSTALL ETHAFOAM PADS WHERE VERTICAL CLEARANCE BETWEEN UTILITIES IS 6" OR LESS, TYP. CONTRACTOR TO POTHOLE AND VERIFY LOCATION AND DEPTH OF EXISTING SIDE SEWER. WATER MAIN ENCASEMENT OR SIDE SEWER RELOCATION MAY BE REQUIRED BY CITY. = PERFORM SITE SPECIFIC POTHOLING PRIOR TO PIPE INSTALLATION 148 153 154 149 150 152 WATER MAIN NOTES (565 ZONE) GENERAL CONSTRUCTION NOTES WATER SERVICE NOTES T4 151 MO N R O E A V E N E NE S U N S E T B L V D NE 12TH ST ED M O N D S A V E N E HA R R I N G T O N A V E N E OL Y M P I A A V E N E MO N R O E A V E N E W01 W02 W03 W04 W05 W06 W07 W08 W1 1 W09 CI T Y O F R E N T O N HI G H L A N D S R E S E R V O I R W A T E R M A I N IM P R O V E M E N T S P R O J E C T WT R - 2 7 - 3 8 8 8 0 2/ 4 / 2 0 2 6 IS S U E D F O R B I D D I N G DM F RJ F KEY PLAN PG L KM P Fe b 4 , 2 0 2 6 Fe b 4 , 2 0 2 6 RE N 11 3 - 1 0 4 HI G H - D - 2 W 0 1 . D W G SHOWN W06 23 71 0"1"2" DRAWING IS FULL SCALE WHEN BAR MEASURES 2" SCALE: DWG NO.: DA T E DE S C R I P T I O N RE V I S I O N S BY RE V I E W EN G I N E E R : SA V E D A T E : RE V I E W E D : PL O T D A T E : CL I E N T : FI L E N A M E : SHEET NO.: JO B N O . : NO . PLAN VIEW WA T E R M A I N P L A N A N D P R O F I L E 0 6 NE 1 2 T H S T - K I R K L A N D A V E T O M O N R O E A V E x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x P P PP P P PT E L T E L TEL TEL TEL TEL TEL TEL TEL TELTEL TEL TEL TEL TELTELTELTELTEL TELTELTEL TEL TEL TEL TEL TEL TEL P P P OHP OHP OHP OH P OH P OH P OH P OHP OHP OHP OHP OHP x x x x x xxxxxx x x x x TEL TEL P 16'' CI W 16'' CI W 16'' CI W G G G G G G G G P P TEL TEL GGGGGG W 10'' CI W 10'' CI W 10'' CI W 16 ' ' C I W 16'' CI W 16'' CI WTELTELTELTELTEL TE L TE L TE L 16 ' ' C I W x x x x x x x x x x x x x x x x x x x x x TEL TE L 12'' CI W 12'' CI W 8'' CLAY SS 8'' CLAY SS 8'' CONC SS 8'' CONC SS 8'' CONC SS 8'' CONC SS 8'' CONC SS W 8'' AC W (565) 3323 NE 12TH ST TPN: 0923059183 3/4" METER ACCNT #59301-000 3317 NE 12TH ST TPN: 0923059162 3/4" METER ACCNT #24137-000 1204 MONROE AVE NE TPN: 7736100055 3/4" METER ACCNT #7801-000 3316 NE 12TH ST TPN: 7736100015 MO N R O E A V E N E NE 12TH ST OHP OHP OHP O H P O H P OH P OH P OH P 12'' CI W (435) 12'' CI W (435)12'' CI W (435) 16'' DI W (435)16'' DI W (435)16'' DI W (435) O H P O H P O H P O H P O H P OHP OHP OHP OHP OHP OHP OH P 10'' CI W (435) TEL TEL TEL TEL TEL TEL TEL TELTEL TEL TE L TE L TE L TE L TE L TEL TEL TEL TEL TEL TELTELTELTELTELTELTEL TEL TEL TEL TEL G G G G G 4'' IP G 4' ' I P G 4' ' I P G 8' ' D I W ( 5 6 5 ) W G G 4'' IP G 10'' CI W (565)10'' CI W (565)10'' CI W (565) FO FOFO x x x x x x x x x x x x x x x x x x TELTEL PP TELTELP T E L TELTELTEL PPP P T E L PP TEL PP 3401 NE 12TH ST TPN: 0923059183 3/4" METER ACCNT #44306-000 3410 NE 12TH ST TPN: 0423059186 COR TELM COR TELM COR TELM COR TELM COR TELM COR TELM COR TELM COR TELM COR TELM COR TELM COR TELM COR TELM COR TELM COR TELM COR TELM COR TELM COR TELM COR TELM COR TELM CO R T E L M ABND W ABND W ABND W ABND W ABND W ABND W ABND W ABND W ABND W ABND W ABND W ABND W ABND W ABN D W ABN D W ABN D W ABN D W ABN D W ABN D W AB N D W AB N D W AB N D W AB N D W AB N D W AB N D W AB N D W AB N D W AB N D W ABND WABND WABND WABND WABND WABND W ABND WABND WABND WABND W AB N D W AB N D W AB N D W AB N D W AB N D W 3327 NE 12TH ST TPN: 0923059183 3/4" METER ACCNT #7742-000 CLAY UNKNOWN SIZE SS 6' ' C O N C S S 4' ' S S ( A B A N ) 2700 LF 2800 LF 2900 LF 3000 LF -13 LF 0 LF 00B10 00B11 00 A 37 00 A 38 00 A 39 00 A 40 PH G13 PH G14 PH G15 PH G16 GPH74 GPH75 GPH82 12'' DI W (565) 12'' DI W (565) 12'' DI W (565) 16'' DI W 24 25 26 G G G G G G G G G W0 8 M A T C H L I N E S T A 40 + 2 0 A W0 8 M A T C H L I N E S T A 40 + 2 0 A W0 6 M A T C H L I N E S T A 36 + 4 0 A W0 6 M A T C H L I N E S T A 36 + 4 0 A (CONNECTION F) CONNECTION TO EXISTING 8" DI WATER MAIN BY CITY FORCES U04 U04 155 156 157 158 159 160 (CONNECTION AA) CONNECTION TO EXISTING 16" CI WATER MAIN BY CITY FORCES PROFILE VIEW 405' 410' 420' 430' 440' 405' 410' 420' 430' 440' 2685 LF 2700 LF 2800 LF 2900 LF 3000 LF 3065 LF APPROX. 380 LF OF 12" RJ DI PIPE 12" RJ DI WATER MAIN 155 157 159 36+65A 37+65A 38+65A 39+65A = PERFORM SITE SPECIFIC POTHOLING PRIOR TO PIPE INSTALLATION 155 156 157 158 159 160 WATER MAIN NOTES (565 ZONE) GENERAL CONSTRUCTION NOTES WATER SERVICE NOTES MO N R O E A V E N E NE S U N S E T B L V D NE 12TH ST ED M O N D S A V E N E HA R R I N G T O N A V E N E OL Y M P I A A V E N E MO N R O E A V E N E W01 W02 W03 W04 W05 W06 W07 W08 W1 1 W09 CI T Y O F R E N T O N HI G H L A N D S R E S E R V O I R W A T E R M A I N IM P R O V E M E N T S P R O J E C T WT R - 2 7 - 3 8 8 8 0 2/ 4 / 2 0 2 6 IS S U E D F O R B I D D I N G DM F RJ F KEY PLAN PG L KM P Fe b 4 , 2 0 2 6 Fe b 4 , 2 0 2 6 RE N 11 3 - 1 0 4 HI G H - D - 2 W 0 1 . D W G SHOWN W07 24 71 0"1"2" DRAWING IS FULL SCALE WHEN BAR MEASURES 2" SCALE: DWG NO.: DA T E DE S C R I P T I O N RE V I S I O N S BY RE V I E W EN G I N E E R : SA V E D A T E : RE V I E W E D : PL O T D A T E : CL I E N T : FI L E N A M E : SHEET NO.: JO B N O . : NO . PLAN VIEW WA T E R M A I N P L A N A N D P R O F I L E 0 7 NE 1 2 T H S T - M O N R O E A V E T O O L Y M P I A A V E SEE DWG NO. W11 FOR INFORMATION ON 435 ZONE WATER MAIN IMPROVEMENTS BEGIN EXISTING GAS LINE TO BE RELOCATED BY PSE. APPROXIMATE ALIGNMENT OF NEW GAS LINE SHOWN. 10'' C O N C S T x x x x x x x x x x x x x x x x x x x x x x x x x x x x xxxxxxxxxx P P P P TEL TEL TE L TE L TEL TEL TEL TEL TEL TEL TE L TEL TEL TELTELTELTEL TEL TEL TEL TEL TE L TEL TEL TEL TEL TEL OHP OHP OHP OH P OH P OH P OH P x x TEL x x x x x x x x x x 12 ' ' C O N C S T 12 ' ' C O N C S T 12 ' ' C O N C S T 12 ' ' C O N C S T 8' ' C O N C S S 8'' CONC SS 8'' CONC SS 8'' CONC SS SS ( A B N D ) SS ( A B N D ) SD TEL 8' ' W ( 5 6 5 ) G G G G G G G G G G G G OHP OHP OHP OHP OHP OHP OHP OHP TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TE L TE L G G G G G G G G G G G W W 16'' CI W 10 ' ' C O N C S S 6' ' P V C S S 6' ' P V C S S x x x x x x x 10'' CONC SD 10' ' C O N C S D 10' ' C O N C S D 10' ' C O N C S D x x x x x x x x x x x x x x x x x x x x x x x x x x 12 ' ' C I W 12'' CI W OHP 8'' CONC SS 8'' AC W (565)8'' AC W (565)8'' AC W (565) 8'' AC W (565) NA TP N : 0 4 2 3 0 5 9 2 5 1 OL Y M P I A A V E N E NE 12TH ST TELTEL TELPP PTEL 3417 NE 12TH ST TPN: 0923059183 3/4" METER ACCNT #54364-000 3501 NE 12TH ST TPN: 8062900035 3/4" METER ACCNT #7747-000 1203 PIERCE PL NE TPN: 0911500100 METER SERVICES ON PIERCE 12'' CONC ST 12'' CONC ST 12'' CONC ST 12'' CONC ST TEL x x G G TEL TEL TEL TEL TEL ABND W 3100 LF 3200 LF 3300 LF 100 LF 200 LF 27 5 L F 00 A 41 00 A 42 00 A 43 PH24 PH G17 PH G18 GPH98 GPH99 12'' DI W (565) 12'' DI W (565) 16'' DI W 27 G G G G G G G G W0 7 M A T C H L I N E S T A 40 + 2 0 A W0 7 M A T C H L I N E S T A 40 + 2 0 A W0 9 M A T C H L I N E S T A 43 + 1 0 A W0 8 M A T C H L I N E S T A 43 + 1 0 A W0 9 M A T C H L I N E S T A 43 + 1 0 A W0 8 M A T C H L I N E S T A 43 + 1 0 A U04 164 165 161 (CONNECTION G) CONNECTION TO EXISTING 8" DI WATER MAIN BY CITY FORCES 12'' DI W (565)162 163 PROFILE VIEW 415' 420' 430' 440' 450' 415' 420' 430' 440' 450' 3065 LF 3100 LF 3200 LF 3300 LF 3355 LF APPROX. 290 LF OF 12" RJ DI PIPE 12" RJ DI WATER MAIN 164 40+65A 41+65A 42+63A 161 162 163 = PERFORM SITE SPECIFIC POTHOLING PRIOR TO PIPE INSTALLATION 164 165 161 WATER MAIN NOTES (565 ZONE) GENERAL CONSTRUCTION NOTES WATER SERVICE NOTES 162 163 MO N R O E A V E N E NE S U N S E T B L V D NE 12TH ST ED M O N D S A V E N E HA R R I N G T O N A V E N E OL Y M P I A A V E N E MO N R O E A V E N E W01 W02 W03 W04 W05 W06 W07 W08 W1 1 W09 KEY PLAN PG L KM P Fe b 4 , 2 0 2 6 Fe b 4 , 2 0 2 6 RE N 11 3 - 1 0 4 HI G H - D - 2 W 0 1 . D W G SHOWN W08 25 71 0"1"2" DRAWING IS FULL SCALE WHEN BAR MEASURES 2" SCALE: DWG NO.: DA T E DE S C R I P T I O N RE V I S I O N S BY RE V I E W EN G I N E E R : SA V E D A T E : RE V I E W E D : PL O T D A T E : CL I E N T : FI L E N A M E : SHEET NO.: JO B N O . : NO . PLAN VIEW WA T E R M A I N P L A N A N D P R O F I L E 0 8 NE 1 2 T H S T - M O N R O E A V E T O O L Y M P I A A V E CI T Y O F R E N T O N HI G H L A N D S R E S E R V O I R W A T E R M A I N IM P R O V E M E N T S P R O J E C T WT R - 2 7 - 3 8 8 8 0 2/ 4 / 2 0 2 6 IS S U E D F O R B I D D I N G DM F RJ F SEE DWG NO. W11 FOR INFORMATION ON 435 ZONE WATER MAIN IMPROVEMENTS END EXISTING GAS LINE RELOCATION BY PSE xxxxxxx TEL TEL G G OH P OH P x x x G G 8'' CONC SS 8'' CONC SS 8'' CONC SS8'' CONC SS 8'' CONC SS 8' ' C O N C S S G OHP OHP G GGG 8'' AC W (565) PI E R C E P L N E 3515 NE 12TH ST TPN: 8062900040 3/4" METER ACCNT #46676-000 8' ' C O N C S S 8'' CONC SS 8'' CONC SS 8'' CONC SS 8' ' C O N C S S SDSDSDSD 12'' CONC ST 12'' CONC ST 12'' CONC ST OHP OHP OHP OHP OHP OHP OH P OH P OH P OHP OHP OHP OHP OHP OHP OH P OH P OH P OH P OH P OH P OH P x x OH P OH P OH P OH P x 8'' AC W (565)8'' AC W (565)8'' AC W (565)8'' AC W (565) OH P OH P OH P OH P OH P O H P O H P OHP OHP W 1204 PIERCE PL NE TPN:0911500160 METER SERVICES ON PIERCE 1203 QUEEN AVE NE TPN:0911500105 METER SERVICES ON QUEEN 1203 PIERCE PL NE TPN: 0911500100 METER SERVICES ON QUEEN 1159 PIERCE AVE NE TPN: 8062900005 3607 NE 12TH ST TPN: 0923059205 3/4" METER ACCNT #45388-000 3613 NE 12TH ST TPN: 0923059252 8 D I W ( 5 6 5 ) 6 A C W ( 5 6 5 ) 6 A C W ( 5 6 5 ) 6 A C W ( 5 6 5 ) 6 A C W ( 5 6 5 ) 6 A C W ( 5 6 5 ) 8 D I W ( 5 6 5 ) 8 D I W ( 5 6 5 ) G G G G G G G G G G G G TEL TELTEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL xxxxxxx TOP TOP x x x xxxxx xxxxxxxx x xxxxxxxxxxxxxxxxxx TOE TOE TOE TOE x x x x x G G TEL TEL TE L QU E E N A V E N E NE 12TH ST PI E R C E A V E N E 10 C O N C S T 12'' CONC ST 12'' CONC ST 12'' CONC ST 1203 PIERCE PL NE TPN: 0911500100 METER SERVICES ON PIERCE 8' ' D I W ( 5 6 5 ) 8' ' D I W ( 5 6 5 ) 8' ' D I W ( 5 6 5 ) 8' ' D I W ( 5 6 5 ) 8' ' D I W ( 5 6 5 ) 8' ' D I W ( 5 6 5 ) 12'' DI W (565)12'' DI W (565)12'' DI W (565) 3700 LF 3400 L F 3500 LF 3600 LF 00 A 44 00 A 45 00 A 46 00 A 47 PH G19 GPH109 GPH111 12'' DI W (565) 28 W0 8 M A T C H L I N E S T A 43 + 1 0 A W0 8 M A T C H L I N E S T A 43 + 1 0 A CONNECTION TO EXISTING 12"x8" DI CROSS BY CITY FORCES (CONNECTION H) CONNECTION TO EXISTING 8" DI WATER MAIN BY CITY FORCES (CONNECTION V) CONNECTION TO EXISTING 12" DI WATER MAIN BY CITY FORCES 168 169 170 171 172 173 U04 U04 GATE VALVE REMOVAL AND BLIND FLANGE INSTALLATION BY CITY FORCES. CONCRETE BLOCKING INSTALLATION BY CONTRACTOR. 166 167 PROFILE VIEW 405' 410' 420' 430' 440' 405' 410' 420' 430' 440' 3355 LF 3400 LF 3500 LF 3600 LF 3700 LF APPROX. 336 LF OF 12" RJ DI PIPE 12" RJ DI WATER MAIN 168 170 172 43+62A 44+61A 45+61A 173 166 167 = PERFORM SITE SPECIFIC POTHOLING PRIOR TO PIPE INSTALLATION 168 169 170 171 172 173 WATER MAIN NOTES (565 ZONE) GENERAL CONSTRUCTION NOTES WATER SERVICE NOTES 167 166 MO N R O E A V E N E NE S U N S E T B L V D NE 12TH ST ED M O N D S A V E N E HA R R I N G T O N A V E N E OL Y M P I A A V E N E MO N R O E A V E N E W01 W02 W03 W04 W05 W06 W07 W08 W1 1 W09 CI T Y O F R E N T O N HI G H L A N D S R E S E R V O I R W A T E R M A I N IM P R O V E M E N T S P R O J E C T WT R - 2 7 - 3 8 8 8 0 2/ 4 / 2 0 2 6 IS S U E D F O R B I D D I N G DM F RJ F KEY PLAN PG L KM P Fe b 4 , 2 0 2 6 Fe b 4 , 2 0 2 6 RE N 11 3 - 1 0 4 HI G H - D - 2 W 0 1 . D W G SHOWN W09 26 71 0"1"2" DRAWING IS FULL SCALE WHEN BAR MEASURES 2" SCALE: DWG NO.: DA T E DE S C R I P T I O N RE V I S I O N S BY RE V I E W EN G I N E E R : SA V E D A T E : RE V I E W E D : PL O T D A T E : CL I E N T : FI L E N A M E : SHEET NO.: JO B N O . : NO . PLAN VIEW WA T E R M A I N P L A N A N D P R O F I L E 0 9 NE 1 2 T H S T - O L Y M P I A A V E T O Q U E E N A V E 10 ' ' D I W ( 5 6 5 ) 10 ' ' D I W ( 5 6 5 ) S D S D 8'' CONC SS 8'' CONC SS 8'' CONC SS 8'' CONC SS 8'' CONC SS 8'' CONC SS 8'' CONC SS S S S S S S S S S S S S S S S S S S S S 1409 & 1417 MONROE AVE NE TPN: 0423059104 3/4" METER ACCNT #7730-000 1408 MONROE AVE NE TPN: 7736100030 3/4" METER ACCNT #7809-000 1400 MONROE AVE NE TPN: 7736100035 3/4" METER ACCNT #7808-000 1324 MONROE AVE NE TPN: 7736100036 3/4" METER ACCNT #7807-000 1333 MONROE AVE NE TPN: 0423059111 3/4" METER ACCNT #57275-000 1401 MONROE AVE NE TPN: 0423059126 3/4" METER ACCNT #28758-000 1416 MONROE AVE NE TPN: 7736100020 NA TP N : 0 4 2 3 0 5 T R C T NA TPN: 7736100025 N E S U N S E T B L V D MONROE AVE. NE P P P P P PPP P P P P OHP OHP OHP OHP OHP OH P OHP O H P O H P O H P O H P OH P OHP OH P OH P OH P OH P OH P OH P TEL TEL TEL TEL TEL TEL TEL TEL TE L T E L TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TELTELTEL TEL TEL TEL TEL TEL TEL TEL TE L TE L TE L TE L TE L 10'' DI W (565)10'' DI W (565)10'' DI W (565) 4'' IP G 4'' IP G 4'' IP G 4'' IP G 4'' IP G 4'' IP G 4'' IP G 4' ' D I W ( 5 6 5 ) W W W W W W W W W W W W G G G 4'' CI W (565)4'' CI W (565) G G 6' ' C O N C S S 6' ' C O N C S S 6' ' C O N C S S 6' ' C O N C S S 6' ' C O N C S S 6' ' C O N C S S 6' ' C O N C S S x x xxxxxxxxxx x xx x x xxx x x x x W TEL TEL TEL TEL TEL 13 1 5 M O N R O E A V E N E TP N : 7 7 3 6 1 0 0 0 0 3 -11 LF 0 LF 100 LF 200 LF 290 LF 00 B 15 00 B 16 00 B 17 00 B 18 00 B 19 PH G21 PH P10 PH P11 GPH114 PPH115 GPH116 PPH117 GPH118 8'' DI W (565)8'' DI W (565) (CONNECTION I) CONNECTION TO EXISTING 8" DI WATER MAIN BY CITY FORCES (CONNECTION J) CONNECTION TO EXISTING 10" DI WATER MAIN BY CITY FORCES 174 175 176 177 U04 U04 PROFILE VIEW 390' 400' 410' 420' 430' 390' 400' 410' 420' 430' -10 LF 0 LF 100 LF 200 LF 300 LF APPROX. 272 LF OF 8" RJ DI PIPE 8" RJ DI WATER MAIN174175176 177 14+88B 15+57B 16+57B = PERFORM SITE SPECIFIC POTHOLING PRIOR TO PIPE INSTALLATION 174 175 176 177 WATER MAIN NOTES (565 ZONE) GENERAL CONSTRUCTION NOTES WATER SERVICE NOTES MO N R O E A V E N E NE S U N S E T B L V D NE 12TH ST ED M O N D S A V E N E HA R R I N G T O N A V E N E OL Y M P I A A V E N E MO N R O E A V E N E W01 W02 W03 W04 W05 W06 W07 W08 W1 1 W09 CI T Y O F R E N T O N HI G H L A N D S R E S E R V O I R W A T E R M A I N IM P R O V E M E N T S P R O J E C T WT R - 2 7 - 3 8 8 8 0 2/ 4 / 2 0 2 6 IS S U E D F O R B I D D I N G DM F RJ F KEY PLAN PG L KM P Fe b 4 , 2 0 2 6 Fe b 4 , 2 0 2 6 RE N 11 3 - 1 0 4 HI G H - D - 2 W 0 1 . D W G SHOWN W10 27 71 0"1"2" DRAWING IS FULL SCALE WHEN BAR MEASURES 2" SCALE: DWG NO.: DA T E DE S C R I P T I O N RE V I S I O N S BY RE V I E W EN G I N E E R : SA V E D A T E : RE V I E W E D : PL O T D A T E : CL I E N T : FI L E N A M E : SHEET NO.: JO B N O . : NO . PLAN VIEW WA T E R M A I N P L A N A N D P R O F I L E 1 0 MO N R O E A V E N E - 1 2 T H S T T O S U N S E T B L V D 10'' C O N C S T x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x xxxxxxxxxx P P P PP P P TEL TEL TE L TE L T E L T E L TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TE L TEL TEL TELTELTELTEL TEL TEL TEL TEL TE L TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL P P OHP OHP OHP OHP OHP OHP OH P OH P OH P OH P x x TEL x x x x x x x x x x 12 ' ' C O N C S T 12 ' ' C O N C S T 12 ' ' C O N C S T 12 ' ' C O N C S T 8' ' C O N C S S 8'' CONC SS 8'' CONC SS 8'' CONC SS SS ( A B N D ) SS ( A B N D ) SD TEL TEL TEL 8' ' W ( 5 6 5 ) 16'' CI W G G G G G G G G G G G G G G G G OHP OHP OHP OHP OHP OHP OHP OHPTELTELTELTELTELTELTELTELTELTEL TEL TEL TEL TEL TEL TE L TE L G G G G G G G G G G G G G W W W 10'' CI W 16 ' ' C I W 16'' CI W 16'' CI W 10 ' ' C O N C S S 6' ' P V C S S 6' ' P V C S S TELTELTEL x x x x x x x 16 ' ' C I W 10'' CONC SD 10' ' C O N C S D 10' ' C O N C S D 10' ' C O N C S D x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x 12 ' ' C I W 12'' CI W 12'' CI W 12'' CI W OHP 8'' CONC SS 8'' CONC SS 8'' AC W (565)8'' AC W (565)8'' AC W (565) 8'' AC W (565) NA TP N : 0 4 2 3 0 5 9 2 5 1 OL Y M P I A A V E N E NE 12TH STNE 12TH ST TELTEL PP TELTELP T E L TELTELTELTELPPPP P T E L PP TELTEL PP 3401 NE 12TH ST TPN: 0923059183 3/4" METER ACCNT #44306-000 3417 NE 12TH ST TPN: 0923059183 3/4" METER ACCNT #54364-000 3501 NE 12TH ST TPN: 8062900035 3/4" METER ACCNT #7747-000 1203 PIERCE PL NE TPN: 0911500100 METER SERVICES ON PIERCE 12'' CONC ST 12'' CONC ST 12'' CONC ST 12'' CONC ST TEL x x G G TEL TEL TEL TEL TEL ABN D W ABN D W ABN D W AB N D W AB N D W AB N D W AB N D W AB N D W AB N D W AB N D W AB N D W AB N D W ABND W ABND WABND WABND WABND W AB N D W 3000 LF 3100 LF 3200 LF 3300 LF -13 LF 0 LF 100 LF 200 LF 27 5 L F 00 A 40 00 A 41 00 A 42 00 A 43 PH24 PH G16 PH G17 PH G18 GPH98 GPH99 12'' DI W (565) 12'' DI W (565) 16'' DI W 16'' DI W G G G G G G G G G G G G 16 17 18 19 20 U04(CONNECTION AB) CONNECTION TO EXISTING 16" DI WATER MAIN BY CITY FORCES U04 (CONNECTION W) CONNECTION TO EXISTING 12" CI WATER MAIN BY CITY FORCES 12'' DI W (565) 29 PROFILE VIEW 410' 420' 430' 440' 450' 410' 420' 430' 440' 450' -15 LF 0 LF 100 LF 200 LF 275 LF PROFILE VIEW 410' 420' 430' 440' 450' 410' 420' 430' 440' 450' -40 LF 0 LF 10 LF APPROX. 268 LF OF 16" RJ DI PIPE 16" RJ DI WATER MAIN 201916 39+64A 40+64A 41+64A 17 17 18 APPROX. 31 LF OF 16" RJ DI PIPE 40+68A40+67A 12" RJ DI WATER MAIN 29 = PERFORM SITE SPECIFIC POTHOLING PRIOR TO PIPE INSTALLATION 17 18 19 20 16 WATER MAIN NOTES (565 ZONE) GENERAL CONSTRUCTION NOTES MO N R O E A V E N E NE S U N S E T B L V D NE 12TH ST ED M O N D S A V E N E HA R R I N G T O N A V E N E OL Y M P I A A V E N E MO N R O E A V E N E W01 W02 W03 W04 W05 W06 W07 W08 W1 1 W09 KEY PLAN PG L KM P Fe b 4 , 2 0 2 6 Fe b 4 , 2 0 2 6 RE N 11 3 - 1 0 4 HI G H - D - 2 W 0 1 . D W G SHOWN W11 28 71 0"1"2" DRAWING IS FULL SCALE WHEN BAR MEASURES 2" SCALE: DWG NO.: DA T E DE S C R I P T I O N RE V I S I O N S BY RE V I E W EN G I N E E R : SA V E D A T E : RE V I E W E D : PL O T D A T E : CL I E N T : FI L E N A M E : SHEET NO.: JO B N O . : NO . PLAN VIEW WA T E R M A I N P L A N A N D P R O F I L E 1 1 NE 1 2 T H S T - M O N R O E A V E T O O L Y M P I A A V E CI T Y O F R E N T O N HI G H L A N D S R E S E R V O I R W A T E R M A I N IM P R O V E M E N T S P R O J E C T WT R - 2 7 - 3 8 8 8 0 2/ 4 / 2 0 2 6 IS S U E D F O R B I D D I N G DM F RJ F W12 FIRE HYDRANT - STA 10+58A 310' 320' 330' 340' 350' 310' 320' 330' 340' 350' -25 LF 0 LF 45 LF CONNECTION TO EXISTING - STA 17+92A 330' 340' 350' 360' 370' 330' 340' 350' 360' 370' -30 LF 0 LF 50 LF 435 ZONE CONNECTION TO EXISTING 300' 310' 320' 330' 340' 300' 310' 320' 330' 340' -10 LF 0 LF 50 LF 3 5FIRE HYDRANT - STA 14+30A 320' 330' 340' 350' 360' 320' 330' 340' 350' 360' -40 LF 0 LF 20 LF 104105 109110 112113 114 4CONNECTION TO EXISTING - STA 9+81A 300' 310' 320' 330' 340' 300' 310' 320' 330' 340' 0 LF 60 LF 2 1 3 637 1 12" DI 8" DI 16" DI 8" DI 12" DI 8" DI 6" DI 6" DI 4 5 2 CONNECTION TO EXISTING - STA 21+14A 330' 340' 350' 360' 370' 330' 340' 350' 360' 370' -20 LF 0 LF 30 LF CONNECTION TO EXISTING - STA 23+37A 330' 340' 350' 360' 370' 330' 340' 350' 360' 370' -20 LF 0 LF 30 LF CONNECTION TO EXISTING - STA 18+88A 330' 340' 350' 360' 370' 330' 340' 350' 360' 370' -30 LF 0 LF 15 LF FIRE HYDRANT - STA 21+65A 330' 340' 350' 360' 370' 330' 340' 350' 360' 370' -15 LF 0 LF 40 LF 76 8 9 115116 118117 119 120 122 123 8" DI 8" DI 6" DI 12" DI 124 CI T Y O F R E N T O N HI G H L A N D S R E S E R V O I R W A T E R M A I N IM P R O V E M E N T S P R O J E C T WT R - 2 7 - 3 8 8 8 0 2/ 4 / 2 0 2 6 IS S U E D F O R B I D D I N G DM F RJ F PG L KM P Fe b 4 , 2 0 2 6 Fe b 4 , 2 0 2 6 RE N 11 3 - 1 0 4 HI G H - D - 2 W 0 2 . D W G SHOWN WX01 29 71 0"1"2" DRAWING IS FULL SCALE WHEN BAR MEASURES 2" SCALE: DWG NO.: DA T E DE S C R I P T I O N RE V I S I O N S BY RE V I E W EN G I N E E R : SA V E D A T E : RE V I E W E D : PL O T D A T E : CL I E N T : FI L E N A M E : SHEET NO.: JO B N O . : NO . WA T E R M A I N C R O S S S E C T I O N S 0 1   XXXSEE WATER MAIN PLAN AND PROFILE SHEETS (DWG NOS. W01-W11) FOR & KEYNOTE INFORMATIONXX GENERAL NOTE: REMOVE ABANDONED OR TO BE ABANDONED PIPE AS NECESSARY TO CONSTRUCT PROPOSED IMPROVEMENTS. COORDINATE PHASING WITH COR FOR ANY REMOVAL OF TO BE ABANDONED PIPES. NOTE: ALL SIDE SEWER ELEVATIONS ARE APPROXIMATED. NO AS BUILT OR SURVEYED INVERT ELEVATIONS ARE GIVEN. CONNECTION TO EXISTING - STA 24+56A 330' 340' 350' 360' 370' 330' 340' 350' 360' 370' -30 LF 0 LF 30 LF CONNECTION TO EXISTING - STA 27+29A 330' 340' 350' 360' 370' 330' 340' 350' 360' 370' -65 LF 0 LF 75 LF CONNECTION TO EXISTING - STA 25+67A 330' 340' 350' 360' 370' 330' 340' 350' 360' 370' -35 LF 0 LF 15 LF 10 12 127 128 131 129 132 133 11 12" DI 12" DI 4" DI 10" DI 12" DI 10" DI 12" DI 130 CONNECTION TO EXISTING - STA 29+35A 340' 350' 360' 370' 380' 340' 350' 360' 370' 380' -20 LF 0 LF 30 LF CONNECTION TO EXISTING - STA 29+95A 340' 350' 360' 370' 380' 340' 350' 360' 370' 380' -50 LF 0 LF 20 LF CONNECTION TO EXISTING - STA 27+74A 330' 340' 350' 360' 370' 330' 340' 350' 360' 370' -35 LF 0 LF 15 LF FIRE HYDRANT - STA 27+88A 330' 340' 350' 360' 370' 330' 340' 350' 360' 370' -40 LF 0 LF 15 LF PR O P . S T O R M 1 8 " P P IE : 3 5 6 . 8 6 PR O P . S T O R M 1 8 " D I P IE : 3 6 0 . 1 5 15 16 136137 135 138 139 141142 1413 PR O P . S T O R M 1 8 " P P IE : 3 5 2 . 1 1 8" DI 6" DI 12" DI 12" DI PR O P . S T O R M 1 8 " P P IE : 3 5 2 . 5 1 CI T Y O F R E N T O N HI G H L A N D S R E S E R V O I R W A T E R M A I N IM P R O V E M E N T S P R O J E C T WT R - 2 7 - 3 8 8 8 0 2/ 4 / 2 0 2 6 IS S U E D F O R B I D D I N G DM F RJ F PG L KM P Fe b 4 , 2 0 2 6 Fe b 4 , 2 0 2 6 RE N 11 3 - 1 0 4 HI G H - D - 2 W 0 2 . D W G SHOWN WX02 30 71 0"1"2" DRAWING IS FULL SCALE WHEN BAR MEASURES 2" SCALE: DWG NO.: DA T E DE S C R I P T I O N RE V I S I O N S BY RE V I E W EN G I N E E R : SA V E D A T E : RE V I E W E D : PL O T D A T E : CL I E N T : FI L E N A M E : SHEET NO.: JO B N O . : NO . WA T E R M A I N C R O S S S E C T I O N S 0 2   XXXSEE WATER MAIN PLAN AND PROFILE SHEETS (DWG NOS. W01-W11) FOR & KEYNOTE INFORMATIONXX NOTE: ALL SIDE SEWER ELEVATIONS ARE APPROXIMATED. NO AS BUILT OR SURVEYED INVERT ELEVATIONS ARE GIVEN. GENERAL NOTE: REMOVE ABANDONED OR TO BE ABANDONED PIPE AS NECESSARY TO CONSTRUCT PROPOSED IMPROVEMENTS. COORDINATE PHASING WITH COR FOR ANY REMOVAL OF TO BE ABANDONED PIPES. CONNECTION TO EXISTING - STA 30+29A 340' 350' 360' 370' 380' 340' 350' 360' 370' 380' -110 LF -100 LF 0 LF 100 LF 120 LF FIRE HYDRANT - STA 31+39A 350' 360' 370' 380' 390' 350' 360' 370' 380' 390' -35 LF 0 LF 35 LF CONNECTION TO EXISTING - STA 31+65A 350' 360' 370' 380' 390' 350' 360' 370' 380' 390' -35 LF 0 LF 35 LF PR O P . S T O R M 1 8 " D I P IE : 3 6 0 . 8 0 PR O P . S T O R M 1 2 " D I P IE : 3 6 3 . 3 0 PR O P . S T O R M 1 2 " D I P IE : 3 6 3 . 8 3 PR O P . W A T E R 1 2 " D I CR O S S I N G 17 18 19 146 147 913 10 11 12 14 15 16" DI16" DI 10" DI 6" DI 6" DI INSTALL ETHAFOAM PADS WHERE VERTICAL CLEARANCE BETWEEN UTILITIES IS 6" OR LESS. TYP. 6" DI INSTALL ETHAFOAM PADS WHERE VERTICAL CLEARANCE BETWEEN UTILITIES IS 6" OR LESS. TYP. INSTALL ETHAFOAM PADS WHERE VERTICAL CLEARANCE BETWEEN UTILITIES IS 6" OR LESS. TYP. EXISTING POWER LINE TO BE RELOCATED BY PSE CONNECTION TO EXISTING - STA 33+24A 350' 360' 370' 380' 390' 350' 360' 370' 380' 390' -10 LF 0 LF 75 LF CONNECTION TO EXISTING - STA 35+53A 380' 390' 400' 410' 420' 380' 390' 400' 410' 420' -15 LF 0 LF 50 LF CONNECTION TO EXISTING FIRE SPRINKLER SERVICE 350' 360' 370' 380' 390' 350' 360' 370' 380' 390' -30 LF 0 LF 15 LF PR O P . S T O R M 1 2 " D I P IE : 3 7 1 . 0 3 6" MIN. FIRE HYDRANT - LYNNWOOD AVE 350' 360' 370' 380' 390' 350' 360' 370' 380' 390' -45 LF 0 LF 15 LF 20 23 148 149 153 154 150 152 INSTALL ETHAFOAM PADS WHERE VERTICAL CLEARANCE BETWEEN UTILITIES IS 6" OR LESS. TYP. 12" DI 8" DI 10" DI CLSM ENCASEMENT T4 149 6" DI 21 150 22 6" DI 151 CI T Y O F R E N T O N HI G H L A N D S R E S E R V O I R W A T E R M A I N IM P R O V E M E N T S P R O J E C T WT R - 2 7 - 3 8 8 8 0 2/ 4 / 2 0 2 6 IS S U E D F O R B I D D I N G DM F RJ F PG L KM P Fe b 4 , 2 0 2 6 Fe b 4 , 2 0 2 6 RE N 11 3 - 1 0 4 HI G H - D - 2 W 0 2 . D W G SHOWN WX03 31 71 0"1"2" DRAWING IS FULL SCALE WHEN BAR MEASURES 2" SCALE: DWG NO.: DA T E DE S C R I P T I O N RE V I S I O N S BY RE V I E W EN G I N E E R : SA V E D A T E : RE V I E W E D : PL O T D A T E : CL I E N T : FI L E N A M E : SHEET NO.: JO B N O . : NO . WA T E R M A I N C R O S S S E C T I O N S 0 3   XXXSEE WATER MAIN PLAN AND PROFILE SHEETS (DWG NOS. W01-W11) FOR & KEYNOTE INFORMATIONXX NOTE: ALL SIDE SEWER ELEVATIONS ARE APPROXIMATED. NO AS BUILT OR SURVEYED INVERT ELEVATIONS ARE GIVEN. GENERAL NOTE: REMOVE ABANDONED OR TO BE ABANDONED PIPE AS NECESSARY TO CONSTRUCT PROPOSED IMPROVEMENTS. COORDINATE PHASING WITH COR FOR ANY REMOVAL OF TO BE ABANDONED PIPES. CONNECTION TO EXISTING - STA 37+08A 400' 410' 420' 430' 440' 400' 410' 420' 430' 440' -50 LF 0 LF 15 LF CONNECTION TO EXISTING - STA 39+57A 410' 420' 430' 440' 450' 410' 420' 430' 440' 450' -70 LF 0 LF 20 LF CONNECTION TO EXISTING - STA 42+11A 420' 430' 440' 450' 460' 420' 430' 440' 450' 460' -15 LF 0 LF 65 LF FIRE HYDRANT - STA 39+37A 410' 420' 430' 440' 450' 410' 420' 430' 440' 450' -40 LF 0 LF 10 LF PR O P . S T O R M 1 2 " D I P IE : 4 1 9 . 8 6 PR O P . S T O R M 1 2 " D I P IE : 4 3 5 . 5 4 PR O P . S T O R M 1 2 " D I P IE : 4 3 5 . 2 8 6" MIN. 24 25 26 27 155156 157158 164 165 159160 8" DI 6" DI 12" DI16" DI 8" DI CONNECTION TO EXISTING - STA 45+16A 410' 420' 430' 440' 450' 410' 420' 430' 440' 450' -20 LF 0 LF 20 LF 28 170 171 8" DI CI T Y O F R E N T O N HI G H L A N D S R E S E R V O I R W A T E R M A I N IM P R O V E M E N T S P R O J E C T WT R - 2 7 - 3 8 8 8 0 2/ 4 / 2 0 2 6 IS S U E D F O R B I D D I N G DM F RJ F PG L KM P Fe b 4 , 2 0 2 6 Fe b 4 , 2 0 2 6 RE N 11 3 - 1 0 4 HI G H - D - 2 W 0 2 . D W G SHOWN WX04 32 71 0"1"2" DRAWING IS FULL SCALE WHEN BAR MEASURES 2" SCALE: DWG NO.: DA T E DE S C R I P T I O N RE V I S I O N S BY RE V I E W EN G I N E E R : SA V E D A T E : RE V I E W E D : PL O T D A T E : CL I E N T : FI L E N A M E : SHEET NO.: JO B N O . : NO . WA T E R M A I N C R O S S S E C T I O N S 0 4   XXXSEE WATER MAIN PLAN AND PROFILE SHEETS (DWG NOS. W01-W11) FOR & KEYNOTE INFORMATIONXX NOTE: ALL SIDE SEWER ELEVATIONS ARE APPROXIMATED. NO AS BUILT OR SURVEYED INVERT ELEVATIONS ARE GIVEN. GENERAL NOTE: REMOVE ABANDONED OR TO BE ABANDONED PIPE AS NECESSARY TO CONSTRUCT PROPOSED IMPROVEMENTS. COORDINATE PHASING WITH COR FOR ANY REMOVAL OF TO BE ABANDONED PIPES. ED M O N D S A V E N E NE 12TH STREETAPPROX. STA 9+90.4A, 13.6' L, PROVIDE: (1) - 16" x 12" DI TEE (FLxFL) WITH CONCRETE BLOCKING (1) - 12" GATE VALVE (FLxRJ) (1) - 12" DI PLUG (2) - 16" BUTTERFLY VALVE (FLxRJ) (2) - 16" DI LONG BODY SLEEVE, (RJxRJ) APPROX. STA 9+79.8A, 31.9' R, PROVIDE: (1) - 8" DI CAP, WITH 2" THREADED TAP, WITH TEMPORARY CONCRETE BLOCKING (1) - 2" TEMPORARY BLOW-OFF ASSEMBLY APPROX. STA 9+79.7A, 41.6' R, PROVIDE: (1) - 8" DI CAP, WITH TEMPORARY CONCRETE BLOCKING APPROX. STA 9+62.0A, 14.1' L, PROVIDE: (1) - 12" GATE VALVE (RJxRJ) (1) - 12" DI PLUG, WITH 2" THREADED TAP, WITH TEMPORARY CONCRETE BLOCKING (1) - 2" TEMPORARY BLOW-OFF ASSEMBLY APPROX. STA 9+80.5A, 13.8' L, PROVIDE: (1) - 12" x 8" DI TEE (RJxFL) WITH CONCRETE BLOCKING (1) - 8" GATE VALVE (FLxRJ) (1) - 12" DI PLUG APPROX. STA 9+53.7A, 14.2' L, PROVIDE: (1) - 12" DI CAP, WITH 2" THREADED TAP, WITH TEMPORARY CONCRETE BLOCKING (1) - 2" TEMPORARY BLOW-OFF ASSEMBLY ED M O N D S A V E N E NE 12TH STREET APPROX. STA 10+05.7A, 27.9' R, PROVIDE: (1) - 12" x 4" DI TEE (RJxFL) WITH CONCRETE BLOCKING (1) - 2" PERMANENT BLOW-OFF ASSEMBLY, PER COR STD. PLAN 340.1 (1) - 12" DI PLUG WITH CONCRETE BLOCKING INSERT POLYPIG INSIDE NEW 12" PIPE ON EAST SIDE OF NEW 45° VERTICAL BEND ED M O N D S A V E N E NE 12TH STREET APPROX. STA 9+85.4A, 13.7' L, PROVIDE: (1) - 12" DI LONG BODY SLEEVE, (RJxRJ) APPROX. STA 9+79.8A, 33.4' R, PROVIDE: (1) - 8" DI LONG BODY SLEEVE, (RJxRJ) (1) - 8" TRANSITION COUPLING (DI TO CI) APPROX. STA 9+58.5A, 14.1' L, PROVIDE: (1) - 12" x 8" DI REDUCER (RJxRJ) (1) - 8" TRANSITION COUPLING (DI TO AC) (CONNECTION A) CONNECTION TO EXISTING 8" CI WATER MAIN BY CITY FORCES (CONNECTION X) CONNECTION TO EXISTING 16" DI WATER MAIN BY CITY FORCES (CONNECTION O) CONNECTION TO EXISTING 8" AC WATER MAIN BY CITY FORCES ED M O N D S A V E N E NE 12TH STREET DM F RJ F Fe b 4 , 2 0 2 6 Fe b 5 , 2 0 2 6 RE N 11 3 - 1 0 4 HI G H - D - 2 W 0 3 . D W G SHOWN WC01 33 71 DWG NO.: DA T E DE S C R I P T I O N RE V I S I O N S BY RE V I E W EN G I N E E R : SA V E D A T E : RE V I E W E D : PL O T D A T E : CL I E N T : FI L E N A M E : SHEET NO.: JO B N O . : NO . 0"1"2" DRAWING IS FULL SCALE WHEN BAR MEASURES 2" SCALE: CI T Y O F R E N T O N HI G H L A N D S R E S E R V O I R W A T E R M A I N IM P R O V E M E N T S P R O J E C T WT R - 2 7 - 3 8 8 8 0 2/ 4 / 2 0 2 6 IS S U E D F O R B I D D I N G DM F RJ F 0"1"2" DRAWING IS FULL SCALE WHEN BAR MEASURES 2" SCALE: POTENTIAL TESTING CONFIGURATION (565 ZONE)CONNECTIONS A, O, & X: POTENTIAL TESTING CONFIGURATION (435 ZONE) CONNECTIONS A, O, & X: FINAL CONFIGURATION (435 ZONE)FINAL CONFIGURATION (565 ZONE) WA T E R M A I N T E S T I N G A N D F I N A L C O N N E C T I O N CO N F I G U R A T I O N S 0 1 NE 1 2 T H S T - E D M O N D S A V E I N T E R S E C T I O N NOTE: THESE POTENTIAL TESTING AND FINAL CONFIGURATIONS ARE PROVIDED AS ONE WAY TO COMPLETE THE NECESSARY TESTING AND PHASING OF THE WORK. THE CONTRACTOR SHALL FIELD VERIFY THE LOCATIONS FOR ALL CONNECTIONS TO EXISTING AND ADJUST AS NECESSARY TO MEET SITE CONDITIONS. FURTHER, THE CONTRACTOR SHALL PROVIDE ALL PIPE, FITTINGS, AND APPURTENANCES, WHETHER SHOWN AND/OR CALLED OUT HEREIN OR NOT, AS NECESSARY TO COMPLETE THE RECONNECTIONS IN A FULLY TESTED AND OPERATIONAL MANNER. DEVIATIONS FROM THESE CONFIGURATIONS MAY EXIST ELSEWHERE WITHIN THE PLANS AND SHALL SUPERSEDE WHAT IS SHOWN WITHIN DWG NOS. WC01-WC14. REMOVE EXISTING 12" AC WATER MAIN AS NECESSARY TO INSTALL PROPOSED WATER MAIN HA R R I N G T O N A V E N E NE 12TH STREET HA R R I N G T O N A V E N E NE 12TH STREET APPROX. STA 17+91.7A, 9.4' L, PROVIDE: (1) - 8" DI CAP, WITH TEMPORARY CONCRETE BLOCKING APPROX. STA 17+82.9A, 28.4' R, PROVIDE: (1) - 12" DI 45° BEND (RJxRJ) WITH CONCRETE BLOCKING (1) - 12" DI PLUG, WITH 2" THREADED TAP, WITH TEMPORARY CONCRETE BLOCKING (1) - 2" TEMPORARY BLOW-OFF ASSEMBLY APPROX. STA 17+91.5A, 31.3' L, PROVIDE: INSTALL STRADDLE BLOCK ON EXISTING WATER MAIN WITH SHACKLE RODS TO RESTRAIN PROPOSED BEND HA R R I N G T O N A V E N E NE 12TH STREET APPROX. STA 17+85.1A, 5.0' L, PROVIDE: (1) - 16" DI LONG BODY SLEEVE, (RJxRJ) APPROX. STA 17+98.6A, 5.0' L, PROVIDE: (1) - 16" DI LONG BODY SLEEVE, (RJxRJ) (CONNECTION Y) CONNECTION TO EXISTING 16" DI WATER MAIN BY CITY FORCES HA R R I N G T O N A V E N E NE 12TH STREET APPROX. STA 17+82.9A, 39.8' R, PROVIDE: (1) - 12" DI LONG BODY SLEEVE, (RJxRJ) (1) - 12" DI CAP APPROX. STA 17+91.7A, 11.4' L, PROVIDE: (2) - 8" DI VERTICAL 11-1/4° BEND (RJxRJ) (1) - 8" TRANSITION COUPLING (DI TO CI) (1) - 8" DI CAP (CONNECTION B) CONNECTION TO EXISTING 8" CI WATER MAIN BY CITY FORCES (CONNECTION P) CONNECTION TO EXISTING 12" DI WATER MAIN BY CITY FORCES DM F RJ F Fe b 4 , 2 0 2 6 Fe b 4 , 2 0 2 6 RE N 11 3 - 1 0 4 HI G H - D - 2 W 0 3 . D W G SHOWN WC02 34 71 DWG NO.: DA T E DE S C R I P T I O N RE V I S I O N S BY RE V I E W EN G I N E E R : SA V E D A T E : RE V I E W E D : PL O T D A T E : CL I E N T : FI L E N A M E : SHEET NO.: JO B N O . : NO . 0"1"2" DRAWING IS FULL SCALE WHEN BAR MEASURES 2" SCALE: CI T Y O F R E N T O N HI G H L A N D S R E S E R V O I R W A T E R M A I N IM P R O V E M E N T S P R O J E C T WT R - 2 7 - 3 8 8 8 0 2/ 4 / 2 0 2 6 IS S U E D F O R B I D D I N G DM F RJ F CONNECTION Y: FINAL CONFIGURATION (435 ZONE)CONNECTIONS B & P: FINAL CONFIGURATION (565 ZONE) CONNECTIONS B & P: POTENTIAL TESTING CONFIGURATION (565 ZONE)CONNECTION Y: POTENTIAL TESTING CONFIGURATION (435 ZONE) WA T E R M A I N T E S T I N G A N D F I N A L C O N N E C T I O N CO N F I G U R A T I O N S 0 2 NE 1 2 T H S T - H A R R I N G T O N A V E I N T E R S E C T I O N NOTE: THESE POTENTIAL TESTING AND FINAL CONFIGURATIONS ARE PROVIDED AS ONE WAY TO COMPLETE THE NECESSARY TESTING AND PHASING OF THE WORK. THE CONTRACTOR SHALL FIELD VERIFY THE LOCATIONS FOR ALL CONNECTIONS TO EXISTING AND ADJUST AS NECESSARY TO MEET SITE CONDITIONS. FURTHER, THE CONTRACTOR SHALL PROVIDE ALL PIPE, FITTINGS, AND APPURTENANCES, WHETHER SHOWN AND/OR CALLED OUT HEREIN OR NOT, AS NECESSARY TO COMPLETE THE RECONNECTIONS IN A FULLY TESTED AND OPERATIONAL MANNER. DEVIATIONS FROM THESE CONFIGURATIONS MAY EXIST ELSEWHERE WITHIN THE PLANS AND SHALL SUPERSEDE WHAT IS SHOWN WITHIN DWG NOS. WC01-WC14. NE 12TH STREET APPROX. STA 18+87.7A, 0.8' R, PROVIDE: (1) - 12" x 8" DI TEE (FLxFL) WITH CONCRETE BLOCKING (1) - 12" DI ADAPTER (RJxFL) (1) - 12" GATE VALVE (FLxRJ) (1) - 8" GATE VALVE (FLxRJ) (1) - 8" DI PLUG, WITH TEMPORARY CONCRETE BLOCKING NE 12TH STREET APPROX. STA 21+13.8A, 0.9' R, PROVIDE: (1) - 12" x 8" DI TEE (RJxFL) WITH CONCRETE BLOCKING (1) - 8" GATE VALVE (FLxRJ) (1) - 8" DI PLUG, WITH TEMPORARY CONCRETE BLOCKING NE 12TH STREET APPROX. STA 18+87.6A, 9.9' L, PROVIDE: (2) - 8" DI VERTICAL 11-1/4° BEND (RJxRJ) (1) - 8" DI LONG BODY SLEEVE, (RJxRJ) (2) - 8" DI CAP (CONNECTION C) CONNECTION TO EXISTING 8" DI WATER MAIN BY CITY FORCES NE 12TH STREET APPROX. STA 21+13.7A, 6.8' R, PROVIDE: (2) - 8" DI 45° BEND (RJxRJ) WITH CONCRETE BLOCKING, ROLLED TO ACHIEVE VERTICAL AND HORIZONTAL ALIGNMENT (1) - 8" DI LONG BODY SLEEVE, (RJxRJ) (1) - 8" DI CAP (CONNECTION D) CONNECTION TO EXISTING 8" DI WATER MAIN BY CITY FORCES DM F RJ F Fe b 4 , 2 0 2 6 Fe b 4 , 2 0 2 6 RE N 11 3 - 1 0 4 HI G H - D - 2 W 0 3 . D W G SHOWN WC03 35 71 DWG NO.: DA T E DE S C R I P T I O N RE V I S I O N S BY RE V I E W EN G I N E E R : SA V E D A T E : RE V I E W E D : PL O T D A T E : CL I E N T : FI L E N A M E : SHEET NO.: JO B N O . : NO . 0"1"2" DRAWING IS FULL SCALE WHEN BAR MEASURES 2" SCALE: CONNECTION C: FINAL CONFIGURATION (565 ZONE)CONNECTION D: FINAL CONFIGURATION (565 ZONE) CONNECTION D: POTENTIAL TESTING CONFIGURATION (565 ZONE)CONNECTION C: POTENTIAL TESTING CONFIGURATION (565 ZONE) CI T Y O F R E N T O N HI G H L A N D S R E S E R V O I R W A T E R M A I N IM P R O V E M E N T S P R O J E C T WT R - 2 7 - 3 8 8 8 0 2/ 4 / 2 0 2 6 IS S U E D F O R B I D D I N G DM F RJ F WA T E R M A I N T E S T I N G A N D F I N A L C O N N E C T I O N CO N F I G U R A T I O N S 0 3 NE 1 2 T H S T - H A R R I N G T O N A V E T O H A R R I N G T O N P L NOTE: THESE POTENTIAL TESTING AND FINAL CONFIGURATIONS ARE PROVIDED AS ONE WAY TO COMPLETE THE NECESSARY TESTING AND PHASING OF THE WORK. THE CONTRACTOR SHALL FIELD VERIFY THE LOCATIONS FOR ALL CONNECTIONS TO EXISTING AND ADJUST AS NECESSARY TO MEET SITE CONDITIONS. FURTHER, THE CONTRACTOR SHALL PROVIDE ALL PIPE, FITTINGS, AND APPURTENANCES, WHETHER SHOWN AND/OR CALLED OUT HEREIN OR NOT, AS NECESSARY TO COMPLETE THE RECONNECTIONS IN A FULLY TESTED AND OPERATIONAL MANNER. DEVIATIONS FROM THESE CONFIGURATIONS MAY EXIST ELSEWHERE WITHIN THE PLANS AND SHALL SUPERSEDE WHAT IS SHOWN WITHIN DWG NOS. WC01-WC14. NE 12TH STREET HAR R I N G T O N P L N E APPROX. STA 23+31.7A, 10.6' R, PROVIDE: (1) - 12" DI 11-1/4° BEND (RJxRJ) WITH CONCRETE BLOCKING (1) - 12" DI PLUG, WITH 2" THREADED TAP, WITH TEMPORARY CONCRETE BLOCKING (1) - 2" TEMPORARY BLOW-OFF ASSEMBLY JE F F E R S O N A V E N E NE 12TH STREET NE 12TH STREET APPROX. STA 24+55.6A, 0.9' R, PROVIDE: (1) - 12" DI CROSS (FLxFL) (4) - 12" GATE VALVE (FLxRJ) (2) - 12" DI PLUG, WITH TEMPORARY CONCRETE BLOCKING NE 12TH STREET HAR R I N G T O N P L N E APPROX. STA 23+29.8A, 13.8' R, PROVIDE: (2) - 12" DI VERTICAL 45° BEND (RJxRJ) WITH CONCRETE BLOCKING (1) - 12" DI LONG BODY SLEEVE, (RJxRJ) (CONNECTION Q) CONNECTION TO EXISTING 12" DI WATER MAIN BY CITY FORCES JE F F E R S O N A V E N E NE 12TH STREET NE 12TH STREET APPROX. STA 24+61.9A, 11.9' L, PROVIDE: (2) - 8" DI BLIND FLANGE, REMOVE GATE VALVE ON TEE AND REPLACE WITH BLIND FLANGE (2) - 8" DI CAP APPROX. STA 24+55.6A, 3.3' L, PROVIDE: (2) - 12" DI 45° BEND ROLLED TO ACHIEVE VERTICAL AND HORIZONTAL ALIGNMENT (RJxRJ) WITH CONCRETE BLOCKING (1) - 12" DI LONG BODY SLEEVE, (RJxRJ) APPROX. STA 24+55.6A, 6.9' R, PROVIDE: (2) - 12" DI 45° BEND ROLLED TO ACHIEVE VERTICAL AND HORIZONTAL ALIGNMENT (RJxRJ) WITH CONCRETE BLOCKING (1) - 12" DI LONG BODY SLEEVE, (RJxRJ) (CONNECTION S) CONNECTION TO EXISTING 12" DI WATER MAIN BY CITY FORCES (CONNECTION R) CONNECTION TO EXISTING 12" DI WATER MAIN BY CITY FORCES DM F RJ F Fe b 4 , 2 0 2 6 Fe b 4 , 2 0 2 6 RE N 11 3 - 1 0 4 HI G H - D - 2 W 0 3 . D W G SHOWN WC04 36 71 DWG NO.: DA T E DE S C R I P T I O N RE V I S I O N S BY RE V I E W EN G I N E E R : SA V E D A T E : RE V I E W E D : PL O T D A T E : CL I E N T : FI L E N A M E : SHEET NO.: JO B N O . : NO . 0"1"2" DRAWING IS FULL SCALE WHEN BAR MEASURES 2" SCALE: CI T Y O F R E N T O N HI G H L A N D S R E S E R V O I R W A T E R M A I N IM P R O V E M E N T S P R O J E C T WT R - 2 7 - 3 8 8 8 0 2/ 4 / 2 0 2 6 IS S U E D F O R B I D D I N G DM F RJ F 0"1"2" DRAWING IS FULL SCALE WHEN BAR MEASURES 2" SCALE: CONNECTION Q: FINAL CONFIGURATION (565 ZONE)CONNECTIONS R & S: FINAL CONFIGURATION (565 ZONE) CONNECTIONS R & S: POTENTIAL TESTING CONFIGURATION (565 ZONE)CONNECTION Q: POTENTIAL TESTING CONFIGURATION (565 ZONE) WA T E R M A I N T E S T I N G A N D F I N A L C O N N E C T I O N CO N F I G U R A T I O N S 0 4 NE 1 2 T H S T - H A R R I N G T O N P L T O J E F F E R S O N A V E NOTE: THESE POTENTIAL TESTING AND FINAL CONFIGURATIONS ARE PROVIDED AS ONE WAY TO COMPLETE THE NECESSARY TESTING AND PHASING OF THE WORK. THE CONTRACTOR SHALL FIELD VERIFY THE LOCATIONS FOR ALL CONNECTIONS TO EXISTING AND ADJUST AS NECESSARY TO MEET SITE CONDITIONS. FURTHER, THE CONTRACTOR SHALL PROVIDE ALL PIPE, FITTINGS, AND APPURTENANCES, WHETHER SHOWN AND/OR CALLED OUT HEREIN OR NOT, AS NECESSARY TO COMPLETE THE RECONNECTIONS IN A FULLY TESTED AND OPERATIONAL MANNER. DEVIATIONS FROM THESE CONFIGURATIONS MAY EXIST ELSEWHERE WITHIN THE PLANS AND SHALL SUPERSEDE WHAT IS SHOWN WITHIN DWG NOS. WC01-WC14. NE 12TH STREET (2) - 12" DI PLUG, WITH TEMPORARY CONCRETE BLOCKING APPROX. STA 25+67.5A, 1.4' R, PROVIDE: (1) - 12" x 4" DI TEE (RJxFL) WITH CONCRETE BLOCKING (1) - 4" GATE VALVE (FLxFL) (1) - 4" DI VERTICAL 45° BEND (FLxRJ) WITH CONCRETE BLOCKING (1) - 4" DI VERTICAL 45° BEND (RJxRJ) WITH CONCRETE BLOCKING (1) - 4" DI PLUG, WITH TEMPORARY CONCRETE BLOCKING KI R K L A N D A V E N E NE 12TH STREET APPROX. STA 27+41.6A, 70.4' R, PROVIDE: INSTALL STRADDLE BLOCK ON EXISTING WATER MAIN WITH SHACKLE RODS TO RESTRAIN PROPOSED BEND APPROX. STA 27+28.8A, 57.0' R, PROVIDE: (1) - 12" x 10" DI TEE (RJxFL) WITH CONCRETE BLOCKING (1) - 12" DI PLUG WITH CONCRETE BLOCKING (1) - 10" GATE VALVE (FLxRJ) (1) - 10" DI PLUG, WITH 2" THREADED TAP, WITH TEMPORARY CONCRETE BLOCKING (1) - 2" TEMPORARY BLOW-OFF ASSEMBLY NE 12TH STREET APPROX. STA 25+66.6A, 12.4' L, PROVIDE: (2) - 8" DI CAP APPROX. STA 25+67.7A, 19.2' L, PROVIDE: REPLACE EXIST. 4" FIRE SPRINKLER SERVICE LINE. CONNECT NEW 4" FIRE SPRINGER SERVICE LINE TO NEW 12" DI (565 ZONE) AND TO EXIST. PRIVATE FIRE SPRINKLER SERVICE LINE. CONNECTION TO EXISTING 4" DI WATER MAIN BY CITY FORCES KI R K L A N D A V E N E NE 12TH STREET APPROX. STA 27+41.5A, 57.0' R, PROVIDE: (1) - 10" DI 90° BEND (RJxRJ) WITH CONCRETE BLOCKING (1) - 10" TRANSITION COUPLING (DI TO CI) (1) - 10" DI CAP (CONNECTION L) CONNECTION TO EXISTING 10" CI WATER MAIN BY CITY FORCES DM F RJ F Fe b 4 , 2 0 2 6 Fe b 4 , 2 0 2 6 RE N 11 3 - 1 0 4 HI G H - D - 2 W 0 3 . D W G SHOWN WC05 37 71 DWG NO.: DA T E DE S C R I P T I O N RE V I S I O N S BY RE V I E W EN G I N E E R : SA V E D A T E : RE V I E W E D : PL O T D A T E : CL I E N T : FI L E N A M E : SHEET NO.: JO B N O . : NO . 0"1"2" DRAWING IS FULL SCALE WHEN BAR MEASURES 2" SCALE: CI T Y O F R E N T O N HI G H L A N D S R E S E R V O I R W A T E R M A I N IM P R O V E M E N T S P R O J E C T WT R - 2 7 - 3 8 8 8 0 2/ 4 / 2 0 2 6 IS S U E D F O R B I D D I N G DM F RJ F 0"1"2" DRAWING IS FULL SCALE WHEN BAR MEASURES 2" SCALE: FINAL CONFIGURATION (565 ZONE)CONNECTION L: FINAL CONFIGURATION (565 ZONE) CONNECTION L: POTENTIAL TESTING CONFIGURATION (565 ZONE)POTENTIAL TESTING CONFIGURATION (565 ZONE) WA T E R M A I N T E S T I N G A N D F I N A L C O N N E C T I O N CO N F I G U R A T I O N S 0 5 NE 1 2 T H S T - J E F F E R S O N A V E T O K I R K L A N D A V E NOTE: THESE POTENTIAL TESTING AND FINAL CONFIGURATIONS ARE PROVIDED AS ONE WAY TO COMPLETE THE NECESSARY TESTING AND PHASING OF THE WORK. THE CONTRACTOR SHALL FIELD VERIFY THE LOCATIONS FOR ALL CONNECTIONS TO EXISTING AND ADJUST AS NECESSARY TO MEET SITE CONDITIONS. FURTHER, THE CONTRACTOR SHALL PROVIDE ALL PIPE, FITTINGS, AND APPURTENANCES, WHETHER SHOWN AND/OR CALLED OUT HEREIN OR NOT, AS NECESSARY TO COMPLETE THE RECONNECTIONS IN A FULLY TESTED AND OPERATIONAL MANNER. DEVIATIONS FROM THESE CONFIGURATIONS MAY EXIST ELSEWHERE WITHIN THE PLANS AND SHALL SUPERSEDE WHAT IS SHOWN WITHIN DWG NOS. WC01-WC14. NE 12TH STREET NE 12TH STREET KI R K L A N D A V E N E APPROX. STA 27+28.2A, 38.1' L, PROVIDE: (1) - 12" x 10" DI TEE (RJxFL) WITH CONCRETE BLOCKING (1) - 12" DI PLUG WITH CONCRETE BLOCKING (1) - 10" GATE VALVE (FLxRJ) (1) - 10" DI PLUG, WITH 2" THREADED TAP, WITH TEMPORARY CONCRETE BLOCKING (1) - 2" TEMPORARY BLOW-OFF ASSEMBLY APPROX. STA 27+20.0A, 55.7' L, PROVIDE: INSTALL STRADDLE BLOCK ON EXISTING WATER MAIN WITH SHACKLE RODS TO RESTRAIN PROPOSED BEND APPROX. STA 27+75.1A, 1.6' R, PROVIDE: (1) - 12" x 8" DI TEE (RJxFL) WITH CONCRETE BLOCKING (1) - 8" GATE VALVE (FLxRJ) (1) - 8" DI PLUG, WITH TEMPORARY CONCRETE BLOCKING NE 12TH STREET NE 12TH STREET KI R K L A N D A V E N E APPROX. STA 27+19.9A, 38.0' L, PROVIDE: (1) - 10" DI 90° BEND (RJxRJ) WITH CONCRETE BLOCKING, ROLLED TO ACHIEVE VERTICAL ALIGNMENT (1) - 10" DI VERTICAL 22-1/2° BEND (RJxRJ) WITH CONCRETE BLOCKING (1) - 10" TRANSITION COUPLING (DI TO CI) (1) - 10" DI CAP (CONNECTION K) CONNECTION TO EXISTING 10" CI WATER MAIN BY CITY FORCES CONNECTION TO EXISTING 8" DI WATER MAIN BY CITY FORCES APPROX. STA 27+75.1A, 6.3' L, PROVIDE: (2) - 8" DI VERTICAL 22-1/2° BEND (RJxRJ) REPLACE EXIST. 8" SERVICE LINE. CONNECT NEW 8" SERVICE LINE TO NEW 12" DI (565 ZONE) AND TO EXIST. PRIVATE SERVICE LINE. (2) - 10" DI CAP NE S U N S E T B L V D NE 12TH STREET INSERT POLYPIG INSIDE NEW 12" PIPE ON EAST SIDE OF NEW VERTICAL CROSS APPROX. STA 29+94.9A, 16.1' L, PROVIDE: (1) - 12" DI CAP, WITH 2" THREADED TAP, WITH TEMPORARY CONCRETE BLOCKING (1) - 2" TEMPORARY BLOW-OFF ASSEMBLY APPROX. STA 29+57.2A, 1.7' R, PROVIDE: (1) - 12" DI VERTICAL CROSS (FLxRJ), AND POLYPIGGING/TESTING ASSEMBLY PER COR STD. PLAN 300.7 (1) - 12" DI BLIND FLANGE, WITH 2" THREADED TAP AND 2" PLUG (TOP) (1) - 12" DI BLIND FLANGE, (BOTTOM) (1) - 12" DI PLUG, WITH 2" THREADED TAP, WITH TEMPORARY CONCRETE BLOCKING (1) - 2" TEMPORARY BLOW-OFF ASSEMBLY APPROX. STA 29+44.5A, 1.8' R, PROVIDE: (1) - 12" DI VERTICAL CROSS (FLxRJ), AND POLYPIGGING/TESTING ASSEMBLY PER COR STD. PLAN 300.7 (1) - 12" DI BLIND FLANGE, WITH 2" THREADED TAP (TOP) (1) - 2" TEMPORARY BLOW-OFF ASSEMBLY (1) - 12" DI BLIND FLANGE, (BOTTOM) (1) - 12" DI PLUG, WITH TEMPORARY CONCRETE BLOCKING APPROX. STA 29+00.2A, 1.7' R, PROVIDE: (1) - 12" DI TEE (FLxFL) WITH CONCRETE BLOCKING (1) - 12" DI ADAPTER (RJxFL) (2) - 12" GATE VALVE (FLxRJ) (1) - 12" DI 90° BEND (RJxRJ) WITH CONCRETE BLOCKING (1) - 12" DI PLUG, WITH 2" THREADED TAP, WITH TEMPORARY CONCRETE BLOCKING (1) - 2" TEMPORARY BLOW-OFF ASSEMBLY (CONNECTION Z) CONNECTION TO EXISTING 16" DI WATER MAIN BY CITY FORCES NE S U N S E T B L V D NE 12TH STREET APPROX. STA 29+94.9A, 17.9' L, PROVIDE: (2) - 12" DI 45° BEND ROLLED TO ACHIEVE VERTICAL AND HORIZONTAL ALIGNMENT (RJxRJ) WITH CONCRETE BLOCKING (1) - 12" DI LONG BODY SLEEVE, (RJxRJ) (1) - 12" DI CAP APPROX. STA 29+04.4A, 6.4' R, PROVIDE: (1) - 12" DI VERTICAL 22-1/2° BEND (RJxRJ) WITH CONCRETE BLOCKING (1) - 12" DI 22-1/2° VERTICAL BEND (FLxRJ) WITH CONCRETE BLOCKING (1) - 12" DI 45° BEND (FLxRJ) WITH CONCRETE BLOCKING (1) - 12" DI LONG BODY SLEEVE, (RJxRJ) (1) - 12" DI CAP APPROX. STA 29+44.2A, 1.7' R, PROVIDE: (2) - 12" DI LONG BODY SLEEVE, (RJxRJ) (CONNECTION T) CONNECTION TO EXISTING 12" DI WATER MAIN BY CITY FORCES (CONNECTION Z) CONNECTION TO EXISTING 16" DI WATER MAIN BY CITY FORCES (CONNECTION U) CONNECTION TO EXISTING 12" DI WATER MAIN BY CITY FORCES DM F RJ F Fe b 4 , 2 0 2 6 Fe b 4 , 2 0 2 6 RE N 11 3 - 1 0 4 HI G H - D - 2 W 0 3 . D W G SHOWN WC06 38 71 DWG NO.: DA T E DE S C R I P T I O N RE V I S I O N S BY RE V I E W EN G I N E E R : SA V E D A T E : RE V I E W E D : PL O T D A T E : CL I E N T : FI L E N A M E : SHEET NO.: JO B N O . : NO . 0"1"2" DRAWING IS FULL SCALE WHEN BAR MEASURES 2" SCALE: CI T Y O F R E N T O N HI G H L A N D S R E S E R V O I R W A T E R M A I N IM P R O V E M E N T S P R O J E C T WT R - 2 7 - 3 8 8 8 0 2/ 4 / 2 0 2 6 IS S U E D F O R B I D D I N G DM F RJ F 0"1"2" DRAWING IS FULL SCALE WHEN BAR MEASURES 2" SCALE: CONNECTION K: FINAL CONFIGURATION (565 ZONE) CONNECTION K: POTENTIAL TESTING CONFIGURATION (565 ZONE) WA T E R M A I N T E S T I N G A N D F I N A L C O N N E C T I O N CO N F I G U R A T I O N S 0 6 NE 1 2 T H S T - K I R K L A N D A V E T O S U N S E T B L V D CONNECTIONS T & U: FINAL CONFIGURATION (565 ZONE) CONNECTIONS T & U: POTENTIAL TESTING CONFIGURATION (565 ZONE) NOTE: THESE POTENTIAL TESTING AND FINAL CONFIGURATIONS ARE PROVIDED AS ONE WAY TO COMPLETE THE NECESSARY TESTING AND PHASING OF THE WORK. THE CONTRACTOR SHALL FIELD VERIFY THE LOCATIONS FOR ALL CONNECTIONS TO EXISTING AND ADJUST AS NECESSARY TO MEET SITE CONDITIONS. FURTHER, THE CONTRACTOR SHALL PROVIDE ALL PIPE, FITTINGS, AND APPURTENANCES, WHETHER SHOWN AND/OR CALLED OUT HEREIN OR NOT, AS NECESSARY TO COMPLETE THE RECONNECTIONS IN A FULLY TESTED AND OPERATIONAL MANNER. DEVIATIONS FROM THESE CONFIGURATIONS MAY EXIST ELSEWHERE WITHIN THE PLANS AND SHALL SUPERSEDE WHAT IS SHOWN WITHIN DWG NOS. WC01-WC14. (2) - 16" DI LONG BODY SLEEVE, (RJxRJ) APPROX. STA 30+25.8A, 62.2' R, PROVIDE: (1) - 10" DI CAP, WITH 2" THREADED TAP, WITH TEMPORARY CONCRETE BLOCKING (1) - 2" TEMPORARY BLOW-OFF ASSEMBLY APPROX. STA 30+23.6A, 77.9' R, PROVIDE: INSTALL STRADDLE BLOCK ON EXISTING WATER MAIN WITH SHACKLE RODS TO RESTRAIN PROPOSED BEND NE S U N S E T B L V D APPROX. STA 30+31.9A, 66.9' R, PROVIDE: (1) - 10" DI 90° BEND (RJxRJ) WITH CONCRETE BLOCKING (1) - 10" TRANSITION COUPLING (DI TO CI) (1) - 10" DI CAP NE S U N S E T B L V D (CONNECTION M) CONNECTION TO EXISTING 10" CI WATER MAIN BY CITY FORCES NE S U N S E T B L V D NE 12TH STREET NE 12TH STREET APPROX. STA 30+39.8A, 21.4' L, PROVIDE: (1) - 16" DI CAP, WITH 2" THREADED TAP, WITH TEMPORARY CONCRETE BLOCKING (1) - 2" TEMPORARY BLOW-OFF ASSEMBLY APPROX. STA 30+35.3A, 5.3' L, PROVIDE: (1) - 16" DI CROSS (FLxRJ) (2) - 16" BUTTERFLY VALVE (FLxRJ) (2) - 16" DI PLUG, WITH TEMPORARY CONCRETE BLOCKING (2) - 16" DI LONG BODY SLEEVE, (RJxRJ) APPROX. STA 30+31.3A, 8.4' R, PROVIDE: (1) - 16" DI CAP, WITH 2" THREADED TAP, WITH TEMPORARY CONCRETE BLOCKING (1) - 2" TEMPORARY BLOW-OFF ASSEMBLY NE S U N S E T B L V D NE S U N S E T B L V D NE 12TH STREET NE 12TH STREET APPROX. STA 30+35.3A, 13.2' L, PROVIDE: (1) - 16" DI 22-1/2° BEND (RJxRJ) WITH CONCRETE BLOCKING (1) - 16" DI 11-1/4° BEND (RJxRJ) WITH CONCRETE BLOCKING (1) - 16" DI LONG BODY SLEEVE, (RJxRJ) APPROX. STA 30+35.3A, 0.0' L, PROVIDE: (1) - 16" DI 11-1/4° BEND (RJxRJ) WITH CONCRETE BLOCKING (1) - 16" DI 22-1/2° BEND (RJxRJ) WITH CONCRETE BLOCKING (1) - 16" DI LONG BODY SLEEVE, (RJxRJ) NE S U N S E T B L V D (CONNECTION Z) CONNECTION TO EXISTING 16" DI WATER MAIN BY CITY FORCES DM F RJ F Fe b 4 , 2 0 2 6 Fe b 4 , 2 0 2 6 RE N 11 3 - 1 0 4 HI G H - D - 2 W 0 3 . D W G SHOWN WC07 39 71 DWG NO.: DA T E DE S C R I P T I O N RE V I S I O N S BY RE V I E W EN G I N E E R : SA V E D A T E : RE V I E W E D : PL O T D A T E : CL I E N T : FI L E N A M E : SHEET NO.: JO B N O . : NO . 0"1"2" DRAWING IS FULL SCALE WHEN BAR MEASURES 2" SCALE: CI T Y O F R E N T O N HI G H L A N D S R E S E R V O I R W A T E R M A I N IM P R O V E M E N T S P R O J E C T WT R - 2 7 - 3 8 8 8 0 2/ 4 / 2 0 2 6 IS S U E D F O R B I D D I N G DM F RJ F 0"1"2" DRAWING IS FULL SCALE WHEN BAR MEASURES 2" SCALE: CONNECTION M: FINAL CONFIGURATION (435 ZONE) CONNECTION M: POTENTIAL TESTING CONFIGURATION (435 ZONE) WA T E R M A I N T E S T I N G A N D F I N A L C O N N E C T I O N CO N F I G U R A T I O N S 0 7 NE 1 2 T H S T - S U N S E T B L V D I N T E R S E C T I O N CONNECTION Z: FINAL CONFIGURATION (435 ZONE) CONNECTION Z: POTENTIAL TESTING CONFIGURATION (435 ZONE) NOTE: THESE POTENTIAL TESTING AND FINAL CONFIGURATIONS ARE PROVIDED AS ONE WAY TO COMPLETE THE NECESSARY TESTING AND PHASING OF THE WORK. THE CONTRACTOR SHALL FIELD VERIFY THE LOCATIONS FOR ALL CONNECTIONS TO EXISTING AND ADJUST AS NECESSARY TO MEET SITE CONDITIONS. FURTHER, THE CONTRACTOR SHALL PROVIDE ALL PIPE, FITTINGS, AND APPURTENANCES, WHETHER SHOWN AND/OR CALLED OUT HEREIN OR NOT, AS NECESSARY TO COMPLETE THE RECONNECTIONS IN A FULLY TESTED AND OPERATIONAL MANNER. DEVIATIONS FROM THESE CONFIGURATIONS MAY EXIST ELSEWHERE WITHIN THE PLANS AND SHALL SUPERSEDE WHAT IS SHOWN WITHIN DWG NOS. WC01-WC14. NE 12TH STREET APPROX. STA 31+38.5A, 2.4' R, PROVIDE: (1) - 12" x 6" DI TEE (RJxFL) WITH CONCRETE BLOCKING (1) - 6" GATE VALVE (FLxRJ) (1) - 6" DI PLUG, WITH TEMPORARY CONCRETE BLOCKING APPROX. STA 31+67.7A, 2.3' R, PROVIDE: (1) - 12" x 6" DI TEE (RJxFL) WITH CONCRETE BLOCKING (1) - 6" GATE VALVE (FLxRJ) (1) - 6" DI PLUG, WITH TEMPORARY CONCRETE BLOCKING NE 12TH STREET APPROX. STA 31+38.5A, 5.9' L, PROVIDE: (2) - 6" DI VERTICAL 22-1/2° BEND (RJxRJ) (1) - 6" DI LONG BODY SLEEVE, (RJxRJ) (2) - 10" DI CAP APPROX. STA 31+67.4A, 16.6' L, PROVIDE: (1) - 6" DI LONG BODY SLEEVE, (RJxRJ) (2) - 10" DI CAP CONNECTION TO EXISTING 6" DI HYDRANT BY CITY FORCES CONNECTION TO EXISTING 6" DI WATER BY CITY FORCES LY N N W O O D AV E N E NE 12TH STREET APPROX. STA 33+24.3A, 50.9' R, PROVIDE: (1) - 12" x 6" DI TEE (RJxFL) WITH CONCRETE BLOCKING (1) - 6" GATE VALVE (FLxRJ) (1) - 6" DI PLUG, WITH TEMPORARY CONCRETE BLOCKING APPROX. STA 33+33.6A, 76.3' R, PROVIDE: INSTALL STRADDLE BLOCK ON EXISTING WATER MAIN WITH SHACKLE RODS TO RESTRAIN PROPOSED BEND APPROX. STA 33+24.3A, 60.1' R, PROVIDE: (1) - 12" x 8" DI TEE (RJxRJ) WITH CONCRETE BLOCKING (1) - 12" DI PLUG WITH CONCRETE BLOCKING (1) - 8" DI PLUG, WITH TEMPORARY CONCRETE BLOCKING (1) - 2" TEMPORARY BLOW-OFF ASSEMBLY LY N N W O O D AV E N E NE 12TH STREET APPROX. STA 33+33.5A, 60.1' R, PROVIDE: (1) - 8" DI 90° BEND (RJxRJ) WITH CONCRETE BLOCKING (1) - 8" GATE VALVE (RJxRJ) (1) - 8" TRANSITION COUPLING (DI TO CI) (1) - 8" DI CAP APPROX. STA 33+17.8A, 50.9' R, PROVIDE: (2) - 6" DI 45° BEND (RJxRJ) WITH CONCRETE BLOCKING (1) - 6" DI LONG BODY SLEEVE, (RJxRJ) (1) - 6" DI CAP (CONNECTION E) CONNECTION TO EXISTING 8" CI WATER MAIN BY CITY FORCES CONNECTION TO EXISTING 6" DI WATER MAIN BY CITY FORCES DM F RJ F Fe b 4 , 2 0 2 6 Fe b 4 , 2 0 2 6 RE N 11 3 - 1 0 4 HI G H - D - 2 W 0 3 . D W G SHOWN WC08 40 71 DWG NO.: DA T E DE S C R I P T I O N RE V I S I O N S BY RE V I E W EN G I N E E R : SA V E D A T E : RE V I E W E D : PL O T D A T E : CL I E N T : FI L E N A M E : SHEET NO.: JO B N O . : NO . 0"1"2" DRAWING IS FULL SCALE WHEN BAR MEASURES 2" SCALE: CI T Y O F R E N T O N HI G H L A N D S R E S E R V O I R W A T E R M A I N IM P R O V E M E N T S P R O J E C T WT R - 2 7 - 3 8 8 8 0 2/ 4 / 2 0 2 6 IS S U E D F O R B I D D I N G DM F RJ F 0"1"2" DRAWING IS FULL SCALE WHEN BAR MEASURES 2" SCALE: FINAL CONFIGURATION (565 ZONE) POTENTIAL TESTING CONFIGURATION (565 ZONE) CONNECTION E: FINAL CONFIGURATION (565 ZONE) CONNECTION E: POTENTIAL TESTING CONFIGURATION (565 ZONE) WA T E R M A I N T E S T I N G A N D F I N A L C O N N E C T I O N CO N F I G U R A T I O N S 0 8 NE 1 2 T H S T - S U N S E T B L V D T O L Y N N W O O D A V E NOTE: THESE POTENTIAL TESTING AND FINAL CONFIGURATIONS ARE PROVIDED AS ONE WAY TO COMPLETE THE NECESSARY TESTING AND PHASING OF THE WORK. THE CONTRACTOR SHALL FIELD VERIFY THE LOCATIONS FOR ALL CONNECTIONS TO EXISTING AND ADJUST AS NECESSARY TO MEET SITE CONDITIONS. FURTHER, THE CONTRACTOR SHALL PROVIDE ALL PIPE, FITTINGS, AND APPURTENANCES, WHETHER SHOWN AND/OR CALLED OUT HEREIN OR NOT, AS NECESSARY TO COMPLETE THE RECONNECTIONS IN A FULLY TESTED AND OPERATIONAL MANNER. DEVIATIONS FROM THESE CONFIGURATIONS MAY EXIST ELSEWHERE WITHIN THE PLANS AND SHALL SUPERSEDE WHAT IS SHOWN WITHIN DWG NOS. WC01-WC14. MO N R O E A V E N E NE 12TH STREET APPROX. STA 35+53.6A, 32.9' R, PROVIDE: (1) - 10" DI TEE (RJxRJ) WITH CONCRETE BLOCKING (1) - 10" DI PLUG WITH CONCRETE BLOCKING (1) - 10" DI PLUG, WITH 2" THREADED TAP, WITH TEMPORARY CONCRETE BLOCKING (1) - 2" TEMPORARY BLOW-OFF ASSEMBLY APPROX. STA 35+59.7A, 46.7' R, PROVIDE: INSTALL STRADDLE BLOCK ON EXISTING WATER MAIN WITH SHACKLE RODS TO RESTRAIN PROPOSED SLEEVE MO N R O E A V E N E NE 12TH STREET APPROX. STA 35+59.1A, 32.8' R, PROVIDE: (1) - 10" DI 90° BEND (RJxRJ) WITH CONCRETE BLOCKING (1) - 10" DI LONG BODY SLEEVE, (RJxRJ) (1) - 10" DI CAP (CONNECTION N) CONNECTION TO EXISTING 10" DI WATER MAIN BY CITY FORCES LOCATE AND VERIFY EXISTING 1" SERVICE LINE. INSTALL 1" NEW WATER SERVICE LINE. CONNECT NEW 1" WATER SERVICE LINE TO EXISTING 1" SERVICE LINE WITH 3-PART UNION. MO N R O E A V E N E NE 12TH STREET APPROX. STA 37+02.1A, 42.6' L, PROVIDE: INSTALL STRADDLE BLOCK ON EXISTING WATER MAIN WITH SHACKLE RODS TO RESTRAIN PROPOSED SLEEVE APPROX. STA 37+07.3A, 25.8' L, PROVIDE: (1) - 8" DI TEE (RJxRJ) WITH CONCRETE BLOCKING, ROLLED TO ACHIEVE VERTICAL ALIGNMENT (1) - 8" DI PLUG WITH CONCRETE BLOCKING (1) - 8" DI PLUG, WITH 2" THREADED TAP, WITH TEMPORARY CONCRETE BLOCKING (1) - 2" TEMPORARY BLOW-OFF ASSEMBLY MO N R O E A V E N E NE 12TH STREET APPROX. STA 37+02.4A, 25.7' L, PROVIDE: (1) - 8" DI 90° BEND (RJxRJ) WITH CONCRETE BLOCKING, ROLLED TO ACHIEVE VERTICAL ALIGNMENT (1) - 8" GATE VALVE (RJxRJ) (1) - 8" DI LONG BODY SLEEVE, (RJxRJ) (1) - 8" DI CAP (CONNECTION F) CONNECTION TO EXISTING 8" DI WATER MAIN BY CITY FORCES DM F RJ F Fe b 4 , 2 0 2 6 Fe b 4 , 2 0 2 6 RE N 11 3 - 1 0 4 HI G H - D - 2 W 0 3 . D W G SHOWN WC09 41 71 DWG NO.: DA T E DE S C R I P T I O N RE V I S I O N S BY RE V I E W EN G I N E E R : SA V E D A T E : RE V I E W E D : PL O T D A T E : CL I E N T : FI L E N A M E : SHEET NO.: JO B N O . : NO . 0"1"2" DRAWING IS FULL SCALE WHEN BAR MEASURES 2" SCALE: CI T Y O F R E N T O N HI G H L A N D S R E S E R V O I R W A T E R M A I N IM P R O V E M E N T S P R O J E C T WT R - 2 7 - 3 8 8 8 0 2/ 4 / 2 0 2 6 IS S U E D F O R B I D D I N G DM F RJ F 0"1"2" DRAWING IS FULL SCALE WHEN BAR MEASURES 2" SCALE: CONNECTION N: FINAL CONFIGURATION (565 ZONE) CONNECTION N: POTENTIAL TESTING CONFIGURATION (565 ZONE) CONNECTION F: FINAL CONFIGURATION (565 ZONE) CONNECTION F: POTENTIAL TESTING CONFIGURATION (565 ZONE) WA T E R M A I N T E S T I N G A N D F I N A L C O N N E C T I O N CO N F I G U R A T I O N S 0 9 NE 1 2 T H S T - L Y N N W O O D A V E T O M O N R O E A V E NOTE: THESE POTENTIAL TESTING AND FINAL CONFIGURATIONS ARE PROVIDED AS ONE WAY TO COMPLETE THE NECESSARY TESTING AND PHASING OF THE WORK. THE CONTRACTOR SHALL FIELD VERIFY THE LOCATIONS FOR ALL CONNECTIONS TO EXISTING AND ADJUST AS NECESSARY TO MEET SITE CONDITIONS. FURTHER, THE CONTRACTOR SHALL PROVIDE ALL PIPE, FITTINGS, AND APPURTENANCES, WHETHER SHOWN AND/OR CALLED OUT HEREIN OR NOT, AS NECESSARY TO COMPLETE THE RECONNECTIONS IN A FULLY TESTED AND OPERATIONAL MANNER. DEVIATIONS FROM THESE CONFIGURATIONS MAY EXIST ELSEWHERE WITHIN THE PLANS AND SHALL SUPERSEDE WHAT IS SHOWN WITHIN DWG NOS. WC01-WC14. NE 12TH STREET APPROX. STA 39+60.9A, 55.7' L, PROVIDE: INSTALL STRADDLE BLOCK ON EXISTING WATER MAIN WITH SHACKLE RODS TO RESTRAIN PROPOSED REDUCER APPROX. STA 39+57.0A, 36.6' L, PROVIDE: (1) - 12" DI CAP, WITH 2" THREADED TAP, WITH TEMPORARY CONCRETE BLOCKING (1) - 2" TEMPORARY BLOW-OFF ASSEMBLY NE 12TH STREET APPROX. STA 39+57.0A, 38.3' L, PROVIDE: (2) - 12" DI 45° BEND (RJxRJ) WITH CONCRETE BLOCKING, ROLLED TO ACHIEVE VERTICAL ALIGNMENT (1) - 12" x 16" DI REDUCER (RJxRJ) (1) - 16" TRANSITION COUPLING (DI TO CI) (1) - 16" DI CAP (CONNECTION AA) CONNECTION TO EXISTING 16" CI WATER MAIN BY CITY FORCES NE 12TH STREET INSERT POLYPIG INSIDE NEW 12" PIPE ON EAST SIDE OF NEW VERTICAL CROSS APPROX. STA 39+73.4A, 6.3' L, PROVIDE: (1) - 16" DI VERTICAL CROSS (FLxRJ), AND POLYPIGGING/TESTING ASSEMBLY PER COR STD. PLAN 300.7 (1) - 16" DI BLIND FLANGE, WITH 2" THREADED TAP AND 2" PLUG (TOP) (1) - 16" DI BLIND FLANGE, (BOTTOM) (1) - 16" DI PLUG, WITH 2" THREADED TAP, WITH TEMPORARY CONCRETE BLOCKING (1) - 2" TEMPORARY BLOW-OFF ASSEMBLY NE 12TH STREET APPROX. STA 39+63.6A, 6.1' L, PROVIDE: (1) - 16" DI TEE (FLxFL) WITH CONCRETE BLOCKING (3) - 16" BUTTERFLY VALVE (FLxRJ) (2) - 16" TRANSITION COUPLING (DI TO CI) (CONNECTION AB) CONNECTION TO EXISTING 16" DI WATER MAIN BY CITY FORCES DM F RJ F Fe b 4 , 2 0 2 6 Fe b 4 , 2 0 2 6 RE N 11 3 - 1 0 4 HI G H - D - 2 W 0 3 . D W G SHOWN WC10 42 71 DWG NO.: DA T E DE S C R I P T I O N RE V I S I O N S BY RE V I E W EN G I N E E R : SA V E D A T E : RE V I E W E D : PL O T D A T E : CL I E N T : FI L E N A M E : SHEET NO.: JO B N O . : NO . 0"1"2" DRAWING IS FULL SCALE WHEN BAR MEASURES 2" SCALE: CI T Y O F R E N T O N HI G H L A N D S R E S E R V O I R W A T E R M A I N IM P R O V E M E N T S P R O J E C T WT R - 2 7 - 3 8 8 8 0 2/ 4 / 2 0 2 6 IS S U E D F O R B I D D I N G DM F RJ F 0"1"2" DRAWING IS FULL SCALE WHEN BAR MEASURES 2" SCALE: CONNECTION AA: FINAL CONFIGURATION (565 ZONE) CONNECTION AA: POTENTIAL TESTING CONFIGURATION (565 ZONE) CONNECTION AB: FINAL CONFIGURATION (435 ZONE) CONNECTION AB: POTENTIAL TESTING CONFIGURATION (435 ZONE) WA T E R M A I N T E S T I N G A N D F I N A L C O N N E C T I O N CO N F I G U R A T I O N S 1 0 NE 1 2 T H S T - M O N R O E A V E T O O L Y M P I A A V E NOTE: THESE POTENTIAL TESTING AND FINAL CONFIGURATIONS ARE PROVIDED AS ONE WAY TO COMPLETE THE NECESSARY TESTING AND PHASING OF THE WORK. THE CONTRACTOR SHALL FIELD VERIFY THE LOCATIONS FOR ALL CONNECTIONS TO EXISTING AND ADJUST AS NECESSARY TO MEET SITE CONDITIONS. FURTHER, THE CONTRACTOR SHALL PROVIDE ALL PIPE, FITTINGS, AND APPURTENANCES, WHETHER SHOWN AND/OR CALLED OUT HEREIN OR NOT, AS NECESSARY TO COMPLETE THE RECONNECTIONS IN A FULLY TESTED AND OPERATIONAL MANNER. DEVIATIONS FROM THESE CONFIGURATIONS MAY EXIST ELSEWHERE WITHIN THE PLANS AND SHALL SUPERSEDE WHAT IS SHOWN WITHIN DWG NOS. WC01-WC14. NE 12TH STREET APPROX. STA 40+67.8A, 3.6' L, PROVIDE: (1) - 12" CI CAP WITH CONCRETE BLOCKING APPROX. STA 41+75.7A, 58.4' L, PROVIDE: (1) - 16" DI VERTICAL CROSS (FLxFL), AND POLYPIGGING/TESTING ASSEMBLY PER COR STD. PLAN 300.7 (1) - 16" DI BLIND FLANGE, WITH 2" THREADED TAP (TOP) (1) - 2" PERMANENT BLOW-OFF ASSEMBLY, PER COR STD. PLAN 340.1 (1) - 16" DI BLIND FLANGE, (BOTTOM) (1) - 16" DI ADAPTER (RJxFL) (1) - 16" BUTTERFLY VALVE (FLxRJ) (1) - 16" DI PLUG WITH CONCRETE BLOCKING APPROX. STA 40+67.4A, 27.0' L, PROVIDE: (1) - 12" DI CAP, WITH 2" THREADED TAP, WITH TEMPORARY CONCRETE BLOCKING (1) - 2" TEMPORARY BLOW-OFF ASSEMBLY NE 12TH STREET APPROX. STA 40+67.4A, 28.1' L, PROVIDE: (1) - 12" DI LONG BODY SLEEVE, (RJxRJ) (1) - 12" TRANSITION COUPLING (DI TO CI) (CONNECTION W) CONNECTION TO EXISTING 12" CI WATER MAIN BY CITY FORCES OL Y M P I A A V E N E NE 12TH STREET APPROX. STA 42+00.1A, 34.8' R, PROVIDE: (1) - 8" DI TEE (RJxFL) WITH CONCRETE BLOCKING (1) - 8" DI PLUG WITH CONCRETE BLOCKING (1) - 8" GATE VALVE (FLxRJ) (1) - 8" DI PLUG, WITH 2" THREADED TAP, WITH TEMPORARY CONCRETE BLOCKING (1) - 2" TEMPORARY BLOW-OFF ASSEMBLY APPROX. STA 42+17.6A, 48.1' R, PROVIDE: INSTALL STRADDLE BLOCK ON EXISTING WATER MAIN WITH SHACKLE RODS TO RESTRAIN PROPOSED BEND OL Y M P I A A V E N E NE 12TH STREET APPROX. STA 42+17.3A, 34.5' R, PROVIDE: (1) - 8" DI 90° BEND (RJxRJ) WITH CONCRETE BLOCKING (1) - 8" DI LONG BODY SLEEVE, (RJxRJ) (1) - 8" DI CAP (CONNECTION G) CONNECTION TO EXISTING 8" DI WATER MAIN BY CITY FORCES DM F RJ F Fe b 4 , 2 0 2 6 Fe b 4 , 2 0 2 6 RE N 11 3 - 1 0 4 HI G H - D - 2 W 0 3 . D W G SHOWN WC11 43 71 DWG NO.: DA T E DE S C R I P T I O N RE V I S I O N S BY RE V I E W EN G I N E E R : SA V E D A T E : RE V I E W E D : PL O T D A T E : CL I E N T : FI L E N A M E : SHEET NO.: JO B N O . : NO . 0"1"2" DRAWING IS FULL SCALE WHEN BAR MEASURES 2" SCALE: CI T Y O F R E N T O N HI G H L A N D S R E S E R V O I R W A T E R M A I N IM P R O V E M E N T S P R O J E C T WT R - 2 7 - 3 8 8 8 0 2/ 4 / 2 0 2 6 IS S U E D F O R B I D D I N G DM F RJ F 0"1"2" DRAWING IS FULL SCALE WHEN BAR MEASURES 2" SCALE: CONNECTION W: FINAL CONFIGURATION (435 ZONE) CONNECTION W: POTENTIAL TESTING CONFIGURATION (435 ZONE) CONNECTION G: FINAL CONFIGURATION (565 ZONE) CONNECTION G: POTENTIAL TESTING CONFIGURATION (565 ZONE) WA T E R M A I N T E S T I N G A N D F I N A L C O N N E C T I O N CO N F I G U R A T I O N S 1 1 NE 1 2 T H S T - M O N R O E A V E T O O L Y M P I A A V E NOTE: THESE POTENTIAL TESTING AND FINAL CONFIGURATIONS ARE PROVIDED AS ONE WAY TO COMPLETE THE NECESSARY TESTING AND PHASING OF THE WORK. THE CONTRACTOR SHALL FIELD VERIFY THE LOCATIONS FOR ALL CONNECTIONS TO EXISTING AND ADJUST AS NECESSARY TO MEET SITE CONDITIONS. FURTHER, THE CONTRACTOR SHALL PROVIDE ALL PIPE, FITTINGS, AND APPURTENANCES, WHETHER SHOWN AND/OR CALLED OUT HEREIN OR NOT, AS NECESSARY TO COMPLETE THE RECONNECTIONS IN A FULLY TESTED AND OPERATIONAL MANNER. DEVIATIONS FROM THESE CONFIGURATIONS MAY EXIST ELSEWHERE WITHIN THE PLANS AND SHALL SUPERSEDE WHAT IS SHOWN WITHIN DWG NOS. WC01-WC14. PI E R C E P L N E NE 12TH STREET INSERT POLYPIG INSIDE NEW 12" PIPE ON EAST SIDE OF NEW VERTICAL CROSS APPROX. STA 43+94.7A, 3.7' R, PROVIDE: (1) - 12" DI VERTICAL CROSS (FLxRJ), AND POLYPIGGING/TESTING ASSEMBLY PER COR STD. PLAN 300.7 (1) - 12" DI BLIND FLANGE, WITH 2" THREADED TAP AND 2" PLUG (TOP) (1) - 12" DI BLIND FLANGE, (BOTTOM) (1) - 12" DI PLUG, WITH 2" THREADED TAP, WITH TEMPORARY CONCRETE BLOCKING (1) - 2" TEMPORARY BLOW-OFF ASSEMBLY APPROX. STA 43+76.7A, 3.6' R, PROVIDE: (1) - 12" DI VERTICAL CROSS (FLxRJ), AND POLYPIGGING/TESTING ASSEMBLY PER COR STD. PLAN 300.7 (1) - 12" DI BLIND FLANGE, WITH 2" THREADED TAP (TOP) (1) - 2" TEMPORARY BLOW-OFF ASSEMBLY (1) - 12" DI BLIND FLANGE, (BOTTOM) (1) - 12" DI PLUG, WITH TEMPORARY CONCRETE BLOCKING PI E R C E A V E N E NE 12TH STREET APPROX. STA 45+15.6A, 4.1' R, PROVIDE: (1) - 12" x 8" DI TEE (FLxFL) WITH CONCRETE BLOCKING (1) - 12" DI ADAPTER (RJxFL) (1) - 12" GATE VALVE (FLxRJ) (1) - 8" GATE VALVE (FLxRJ) (1) - 8" DI PLUG, WITH TEMPORARY CONCRETE BLOCKING PI E R C E P L N E NE 12TH STREET APPROX. STA 43+89.9A, 3.6' R, PROVIDE: REMOVE EXISTING 12" PLUG AND CONNECT TO EXISTING 12" GATE VALVE (1) - 12" DI LONG BODY SLEEVE, (RJxRJ) CONNECTION TO EXISTING 12"x8" DI CROSS BY CITY FORCES GATE VALVE REMOVAL AND BLIND FLANGE INSTALLATION BY CITY FORCES. CONCRETE BLOCKING INSTALLATION BY CONTRACTOR. APPROX. STA 43+81.5A, 3.6' R, PROVIDE: REMOVE EXISTING 12" PLUG AND CONNECT TO EXISTING 12" GATE VALVE (1) - 12" DI LONG BODY SLEEVE, (RJxRJ) PI E R C E A V E N E NE 12TH STREET APPROX. STA 45+15.8A, 16.5' R, PROVIDE: (1) - 8" DI LONG BODY SLEEVE, (RJxRJ) (CONNECTION H) CONNECTION TO EXISTING 8" DI WATER MAIN BY CITY FORCES DM F RJ F Fe b 4 , 2 0 2 6 Fe b 4 , 2 0 2 6 RE N 11 3 - 1 0 4 HI G H - D - 2 W 0 3 . D W G SHOWN WC12 44 71 DWG NO.: DA T E DE S C R I P T I O N RE V I S I O N S BY RE V I E W EN G I N E E R : SA V E D A T E : RE V I E W E D : PL O T D A T E : CL I E N T : FI L E N A M E : SHEET NO.: JO B N O . : NO . 0"1"2" DRAWING IS FULL SCALE WHEN BAR MEASURES 2" SCALE: CI T Y O F R E N T O N HI G H L A N D S R E S E R V O I R W A T E R M A I N IM P R O V E M E N T S P R O J E C T WT R - 2 7 - 3 8 8 8 0 2/ 4 / 2 0 2 6 IS S U E D F O R B I D D I N G DM F RJ F 0"1"2" DRAWING IS FULL SCALE WHEN BAR MEASURES 2" SCALE: FINAL CONFIGURATION (565 ZONE)CONNECTION H: FINAL CONFIGURATION (565 ZONE) CONNECTION H: POTENTIAL TESTING CONFIGURATION (565 ZONE)POTENTIAL TESTING CONFIGURATION (565 ZONE) WA T E R M A I N T E S T I N G A N D F I N A L C O N N E C T I O N CO N F I G U R A T I O N S 1 2 NE 1 2 T H S T - P I E R C E P L T O P I E R C E A V E NOTE: THESE POTENTIAL TESTING AND FINAL CONFIGURATIONS ARE PROVIDED AS ONE WAY TO COMPLETE THE NECESSARY TESTING AND PHASING OF THE WORK. THE CONTRACTOR SHALL FIELD VERIFY THE LOCATIONS FOR ALL CONNECTIONS TO EXISTING AND ADJUST AS NECESSARY TO MEET SITE CONDITIONS. FURTHER, THE CONTRACTOR SHALL PROVIDE ALL PIPE, FITTINGS, AND APPURTENANCES, WHETHER SHOWN AND/OR CALLED OUT HEREIN OR NOT, AS NECESSARY TO COMPLETE THE RECONNECTIONS IN A FULLY TESTED AND OPERATIONAL MANNER. DEVIATIONS FROM THESE CONFIGURATIONS MAY EXIST ELSEWHERE WITHIN THE PLANS AND SHALL SUPERSEDE WHAT IS SHOWN WITHIN DWG NOS. WC01-WC14. NE 12TH STREET QU E E N A V E N E APPROX. STA 46+40.4A, 4.3' L, PROVIDE: (1) - 12" DI 22-1/2° BEND (RJxRJ) WITH CONCRETE BLOCKING (1) - 12" DI VERTICAL CROSS (FLxRJ), AND POLYPIGGING/TESTING ASSEMBLY PER COR STD. PLAN 300.7 (1) - 12" DI BLIND FLANGE, WITH 2" THREADED TAP (TOP) (1) - 2" TEMPORARY BLOW-OFF ASSEMBLY (1) - 12" DI BLIND FLANGE, (BOTTOM) (1) - 12" DI PLUG, WITH TEMPORARY CONCRETE BLOCKING NE 12TH STREET QU E E N A V E N E APPROX. STA 46+50.4A, 4.3' L, PROVIDE: (1) - 12" DI LONG BODY SLEEVE, RJxRJ (CONNECTION V) CONNECTION TO EXISTING 12" DI WATER MAIN BY CITY FORCES DM F RJ F Fe b 4 , 2 0 2 6 Fe b 4 , 2 0 2 6 RE N 11 3 - 1 0 4 HI G H - D - 2 W 0 3 . D W G SHOWN WC13 45 71 DWG NO.: DA T E DE S C R I P T I O N RE V I S I O N S BY RE V I E W EN G I N E E R : SA V E D A T E : RE V I E W E D : PL O T D A T E : CL I E N T : FI L E N A M E : SHEET NO.: JO B N O . : NO . 0"1"2" DRAWING IS FULL SCALE WHEN BAR MEASURES 2" SCALE: CI T Y O F R E N T O N HI G H L A N D S R E S E R V O I R W A T E R M A I N IM P R O V E M E N T S P R O J E C T WT R - 2 7 - 3 8 8 8 0 2/ 4 / 2 0 2 6 IS S U E D F O R B I D D I N G DM F RJ F 0"1"2" DRAWING IS FULL SCALE WHEN BAR MEASURES 2" SCALE: CONNECTION V: FINAL CONFIGURATION (565 ZONE) CONNECTION V: POTENTIAL TESTING CONFIGURATION (565 ZONE) WA T E R M A I N T E S T I N G A N D F I N A L C O N N E C T I O N CO N F I G U R A T I O N S 1 3 NE 1 2 T H S T - P I E R C E A V E T O Q U E E N A V E NOTE: THESE POTENTIAL TESTING AND FINAL CONFIGURATIONS ARE PROVIDED AS ONE WAY TO COMPLETE THE NECESSARY TESTING AND PHASING OF THE WORK. THE CONTRACTOR SHALL FIELD VERIFY THE LOCATIONS FOR ALL CONNECTIONS TO EXISTING AND ADJUST AS NECESSARY TO MEET SITE CONDITIONS. FURTHER, THE CONTRACTOR SHALL PROVIDE ALL PIPE, FITTINGS, AND APPURTENANCES, WHETHER SHOWN AND/OR CALLED OUT HEREIN OR NOT, AS NECESSARY TO COMPLETE THE RECONNECTIONS IN A FULLY TESTED AND OPERATIONAL MANNER. DEVIATIONS FROM THESE CONFIGURATIONS MAY EXIST ELSEWHERE WITHIN THE PLANS AND SHALL SUPERSEDE WHAT IS SHOWN WITHIN DWG NOS. WC01-WC14. MONROE AVE. NE APPROX. STA 14+92.4B, 22.8' L, PROVIDE: (1) - 8" DI CAP, WITH 2" THREADED TAP, WITH TEMPORARY CONCRETE BLOCKING (1) - 2" TEMPORARY BLOW-OFF ASSEMBLY INSERT POLYPIG INSIDE NEW 12" PIPE ON NORTH SIDE OF NEW GATE VALVE MONROE AVE. NE APPROX. STA 17+20.3B, 7.5' R, PROVIDE: (1) - 8" DI VERTICAL CROSS (RJxFL), AND POLYPIGGING/TESTING ASSEMBLY PER COR STD. PLAN 300.7 (1) - 8" DI BLIND FLANGE, WITH 2" THREADED TAP (TOP) (1) - 2" TEMPORARY BLOW-OFF ASSEMBLY (1) - 8" DI BLIND FLANGE, (BOTTOM) (1) - 8" DI PLUG, WITH TEMPORARY CONCRETE BLOCKING MONROE AVE. NE APPROX. STA 14+91.0B, 22.8' L, PROVIDE: (1) - 8" DI LONG BODY SLEEVE, (RJxRJ) (CONNECTION I) CONNECTION TO EXISTING 8" DI WATER MAIN BY CITY FORCES MONROE AVE. NE APPROX. STA 17+25.4B, 7.5' R, PROVIDE: (1) - 8" x 10" DI REDUCER (RJxRJ) (1) - 10" DI LONG BODY SLEEVE, (RJxRJ) (1) - 8" DI CAP (CONNECTION J) CONNECTION TO EXISTING 10" DI WATER MAIN BY CITY FORCES CJ B RJ F Fe b 4 , 2 0 2 6 Fe b 4 , 2 0 2 6 RE N 11 3 - 1 0 4 HI G H - D - 2 W 0 3 . D W G SHOWN WC14 46 71 DWG NO.: DA T E DE S C R I P T I O N RE V I S I O N S BY RE V I E W EN G I N E E R : SA V E D A T E : RE V I E W E D : PL O T D A T E : CL I E N T : FI L E N A M E : SHEET NO.: JO B N O . : NO . 0"1"2" DRAWING IS FULL SCALE WHEN BAR MEASURES 2" SCALE: CI T Y O F R E N T O N HI G H L A N D S R E S E R V O I R W A T E R M A I N IM P R O V E M E N T S P R O J E C T WT R - 2 7 - 3 8 8 8 0 2/ 4 / 2 0 2 6 IS S U E D F O R B I D D I N G DM F RJ F 0"1"2" DRAWING IS FULL SCALE WHEN BAR MEASURES 2" SCALE: CONNECTION I: FINAL CONFIGURATION (435 ZONE)CONNECTION J: FINAL CONFIGURATION (565 ZONE) CONNECTION J: POTENTIAL TESTING CONFIGURATION (565 ZONE)CONNECTION I: POTENTIAL TESTING CONFIGURATION (435 ZONE) WA T E R M A I N T E S T I N G A N D F I N A L C O N N E C T I O N CO N F I G U R A T I O N S 1 4 MO N R O E A V E N E - 1 2 T H S T T O S U N S E T B L V D NOTE: THESE POTENTIAL TESTING AND FINAL CONFIGURATIONS ARE PROVIDED AS ONE WAY TO COMPLETE THE NECESSARY TESTING AND PHASING OF THE WORK. THE CONTRACTOR SHALL FIELD VERIFY THE LOCATIONS FOR ALL CONNECTIONS TO EXISTING AND ADJUST AS NECESSARY TO MEET SITE CONDITIONS. FURTHER, THE CONTRACTOR SHALL PROVIDE ALL PIPE, FITTINGS, AND APPURTENANCES, WHETHER SHOWN AND/OR CALLED OUT HEREIN OR NOT, AS NECESSARY TO COMPLETE THE RECONNECTIONS IN A FULLY TESTED AND OPERATIONAL MANNER. DEVIATIONS FROM THESE CONFIGURATIONS MAY EXIST ELSEWHERE WITHIN THE PLANS AND SHALL SUPERSEDE WHAT IS SHOWN WITHIN DWG NOS. WC01-WC14. 2601 & 2603 NE 12TH ST TPN: 7227801335 1" LATERAL 3/4" METER ACCNT #003066 NA TPN: 0923059102 NO METER 2527 NE 12TH ST TPN: 0923059062 1" LATERAL 3/4" METER ACCNT #140025 1140 EDMONDS AVE NE TPN: 0923059061 METER ON EDMONDS 1190 EDMONDS PL NE TPN: 2270000020 1194 EDMONDS PL NE TPN: 2270000010 2430 NE 12TH ST TPN: 2309200010 JR HIGH SCHOOL 1416 EDMONDS AVE NE TPN: 0423059048 ED M O N D S A V E N E NE 12TH STREET 12'' DI W (565)12'' DI W (565)12'' DI W (565)12'' DI W (565)12'' DI W (565)12'' DI W (565)12'' DI W (565)12'' DI W (565) 12 ' ' D I W ( 5 6 5 ) \ \ \ \ \ \ PH1 PH1A PH2 PH2A \\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\PH G1 PH P1 \\\\\\\\\\\\\\\\\\\\\\ \ \ \ X X X X X X X X X X X X X X X X X XXXXXXXXXXXXXX X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X PPH2 PPH3 GPH4 GPH5 GPH6 GPH7 GPH8 PPH9 PPH11 CB #3 WITH RECTANGULAR FRAME & VANED GRATE CB #2 WITH RECTANGULAR FRAME & VANED GRATE 32 CB #1 WITH RECTANGULAR FRAME & VANED GRATE 1 00 A 10 00 A 11 00 A 12 00 A 13 00 A 14 CB #2 TO EX. SDMH PROFILE VIEW 320' 330' 340' 350' 360' 320' 330' 340' 350' 360' -55 LF 0 LF 10 LF CB #3 TO EX. SDMH PROFILE VIEW 325' 330' 340' 350' 360' 325' 330' 340' 350' 360' -50 LF 0 LF 10 LF CB #1 TO EX. SDMH PROFILE VIEW 300' 310' 320' 330' 340' 300' 310' 320' 330' 340' -8 LF 0 LF 50 LF PR O P . W A T E R 5 6 5 1 2 " D I PR O P . W A T E R 5 6 5 1 2 " D I APPROX. 43' OF 8" DIP @ 1.03% APPROX. 42' OF 8" DIP @ 7.44%CB #2 - TYPE I STA 11+95.1A, 18.8 L RIM = 342.51' 8" DIP (OUT-SW) IE = 339.50' CB #1 - TYPE IL STA 9+79.7A, 30.9 L RIM = 326.75' 8" DIP (OUT-NE) IE = 324.06' CB #3 - TYPE I STA 14+05.1A, 19.0 L RIM = 349.27' 8" DIP (OUT-SW) IE = 346.50' APPROX. 55' OF 8" DIP @ 15.86% 321 8" DIP (IN NE) IE=338.00' (PROP.) 8" DIP (IN NE) IE=336.50' (PROP.) 8" DIP (IN NE) IE=323.23' (PROP.) INSTALL ETHAFOAM PADS WHERE VERTICAL CLEARANCE BETWEEN UTILITIES IS 6" OR LESS, TYP. 10+17A 11+58A 13+68A PR O P . 3 " F I B E R CR O S S I N G PR O P . 3 " F I B E R CR O S S I N G PR O P . 3 " F I B E R CR O S S I N G INSTALL ETHAFOAM PADS WHERE VERTICAL CLEARANCE BETWEEN UTILITIES IS 6" OR LESS, TYP. INSTALL ETHAFOAM PADS WHERE VERTICAL CLEARANCE BETWEEN UTILITIES IS 6" OR LESS, TYP. EXISTING GAS LINE TO BE RELOCATED BY PSE GENERAL CONSTRUCTION NOTES CONSTRUCTION NOTES = PERFORM SITE SPECIFIC POTHOLING PRIOR TO PIPE INSTALLATION MO N R O E A V E N E NE S U N S E T B L V D NE 12TH ST ED M O N D S A V E N E HA R R I N G T O N A V E N E OL Y M P I A A V E N E MO N R O E A V E N E C01 C02 C03 C04 C05 PG L KM P Fe b 4 , 2 0 2 6 Fe b 4 , 2 0 2 6 RE N 11 3 - 1 0 4 HI G H - D - 2 C 0 3 . D W G SHOWN C01 47 71 DWG NO.: DA T E DE S C R I P T I O N RE V I S I O N S BY RE V I E W EN G I N E E R : SA V E D A T E : RE V I E W E D : PL O T D A T E : CL I E N T : FI L E N A M E : SHEET NO.: JO B N O . : NO . 0"1"2" DRAWING IS FULL SCALE WHEN BAR MEASURES 2" SCALE: CI T Y O F R E N T O N HI G H L A N D S R E S E R V O I R W A T E R M A I N IM P R O V E M E N T S P R O J E C T WT R - 2 7 - 3 8 8 8 0 2/ 4 / 2 0 2 6 IS S U E D F O R B I D D I N G DM F RJ F KEY PLAN PLAN VIEWPLAN VIEW ST O R M W A T E R P L A N A N D P R O F I L E 0 1 NE 1 2 T H S T - E D M O N D S A V E T O H A R R I N G T O N A V E EXISTING POWER LINE TO BE RELOCATED BY PSE EXISTING GAS LINE TO BE RELOCATED BY PSE 1175 HARRINGTON PL NE TPN: 3122000000 2825 NE 12TH ST TPN: 7227802045 2801 NE 12TH ST TPN: 7227801680 1" METER ACCNT #003069 2810 NE 12TH ST TPN: 7227801685 EXISTING 3/4" METER ACCNT 2902 NE 12TH ST TPN: 7227802040 2908 NE 12TH ST TPN: 7227801776 EXISTING 1-1/2" METER ACCNT #3168-000 HA R R I N G T O N P L N E NE 12TH STREET 2800 NE 12TH ST TPN: 7227801690 EXISTING 3/4" METER 12'' DI W (565)12'' DI W (565)12'' DI W (565) PH6 PH7 \\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ PH G3 PH P4 PH P5 X X X X X X X X\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\X X X X X X X X X X X X X X X X X X \ \ \ X X X X X X XX X X PPH21 GPH22 GPH23A GPH24 GPH25 PPH26 GPH27 GPH23B CB #4 WITH RECTANGULAR FRAME & VANED GRATE 4 CB #5 WITH RECTANGULAR FRAME & VANED GRATE 5 00 A 19 00 A 20 00 A 21 00 A 22 00 A 23 CB #4 TO EX. SDMH PROFILE VIEW 330' 340' 350' 360' 370' 330' 340' 350' 360' 370' -40 LF 0 LF 10 LF CB #6 TO EX. SDMH PROFILE VIEW 330' 340' 350' 360' 370' 330' 340' 350' 360' 370' -35 LF 0 LF 15 LF 8" PVC TO EX. SDMH PROFILE VIEW 330' 340' 350' 360' 370' 330' 340' 350' 360' 370' -15 LF 0 LF 15 LF PR O P . W A T E R 5 6 5 1 2 " D I PR O P . W A T E R 5 6 5 1 2 " D I CB #4 - TYPE IL STA 20+55.5A, 19.1 L RIM = 352.90' 8" DIP (OUT-S) IE = 350.50' 4 APPROX. 29' OF 8" DIP @ 4.51% 8" DIP (IN NE) IE=349.97' (PROP.) APPROX. 29' OF 8" DIP @ 1.36%CB #5 - TYPE I STA 23+21.0A, 19.2 L RIM = 354.46' 8" DIP (OUT-S) IE = 351.73' 20+49A 23+20A 5A PR O P . 3 " F I B E R CR O S S I N G PR O P . 3 " F I B E R CR O S S I N G PR O P . 3 " F I B E R CR O S S I N G PR O P . W A T E R 5 6 5 1 2 " D I APPROX. 9' OF 8" SDR 35 PVC @ 3.34% 8" PVC (IN NE) IE=348.55' (PROP.) 8" DIP (IN N) IE=351.35' (PROP.) 8" PVC (IN NE) IE=348.55' (PROP.) 8" DIP (IN N) IE=351.35' (PROP.) 5B INSTALL ETHAFOAM PADS WHERE VERTICAL CLEARANCE BETWEEN UTILITIES IS 6" OR LESS, TYP. INSTALL ETHAFOAM PADS WHERE VERTICAL CLEARANCE BETWEEN UTILITIES IS 6" OR LESS, TYP. 12' GENERAL CONSTRUCTION NOTES CONSTRUCTION NOTES = PERFORM SITE SPECIFIC POTHOLING PRIOR TO PIPE INSTALLATION MO N R O E A V E N E NE S U N S E T B L V D NE 12TH ST ED M O N D S A V E N E HA R R I N G T O N A V E N E OL Y M P I A A V E N E MO N R O E A V E N E C01 C02 C03 C04 C05 PG L KM P Fe b 4 , 2 0 2 6 Fe b 4 , 2 0 2 6 RE N 11 3 - 1 0 4 HI G H - D - 2 C 0 3 . D W G SHOWN C02 48 71 DWG NO.: DA T E DE S C R I P T I O N RE V I S I O N S BY RE V I E W EN G I N E E R : SA V E D A T E : RE V I E W E D : PL O T D A T E : CL I E N T : FI L E N A M E : SHEET NO.: JO B N O . : NO . 0"1"2" DRAWING IS FULL SCALE WHEN BAR MEASURES 2" SCALE: CI T Y O F R E N T O N HI G H L A N D S R E S E R V O I R W A T E R M A I N IM P R O V E M E N T S P R O J E C T WT R - 2 7 - 3 8 8 8 0 2/ 4 / 2 0 2 6 IS S U E D F O R B I D D I N G DM F RJ F KEY PLAN PLAN VIEWPLAN VIEW ST O R M W A T E R P L A N A N D P R O F I L E 0 2 NE 1 2 T H S T - H A R R I N G T O N A V E T O H A R R I N G T O N P L 3011 NE SUNSET BLVD TPN: 7227900019 METER SERVICE ON NE SUNSET BLVDNA TPN: 722790UNKN 3116 NE SUNSET BLVD TPN: 0423059095 3/4" IRR METER ACCNT #19835-000 3002 NE SUNSET BLVD TPN: 7227800285 METER SERVICE ON NE SUNSET BLVD 3116 SUNSET BLVD NE TPN: 0423059095 3002 NE SUNSET BLVD TPN: 7227800285 KI R K L A N D A V E N E NE S U N S E T B L V D NE 12TH ST 12'' DI W (565) 16 ' ' D I W ( 4 3 5 ) 12'' RJ DI W (565) 16 ' ' D I W ( 4 3 5 ) \\\\\\\\\\\\\\\\\\\\\\\\\\\ \\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\ \ \ \ \ \ \ \ \ \ \ X X \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ PH13 PH14 \\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ PH G5 PH G6 PH G7 PH G8 PH G9 PH G10 PH P6 PH P7 \\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\ X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X \\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\ X X X X X X X X X X X X X X X X X X X X X \ \ \ \ \ \ X X X X X X X X X X XXX XX X XX \ \ \ \ \ X X X X X \\\ GPH34 PPH35 PPH37 GPH38 PPH39 PPH40 PPH43 PPH44 GPH45 GPH47 GPH48 PPH46 PPH49 GPH50 GPH51 PPH52 PPH53 PPH56 PPH54 PPH55 PPH57 PPH59 PPH60 0 LF 100 LF 200 LF 300 L F 400 LF SDMH #1 WITH ROUND SOLID FRAME & COVER CB #6 WITH RECTANGULAR FRAME & VANED GRATE SDMH #2 WITH ROUND SOLID FRAME & COVER CB #7 WITH RECTANGULAR SOLID FRAME & COVER 6 7 C0 4 M A T C H L I N E S T A 31 + 8 0 A C0 4 M A T C H L I N E S T A 31 + 8 0 A SDMH #4 WITH ROUND SOLID FRAME & COVER SDMH #3 WITH ROUND SOLID FRAME & COVER 00 A 27 00 A 28 00 A 29 00 A 30 00 A 31 PROFILE VIEW 340' 350' 360' 370' 380' 340' 350' 360' 370' 380' -10 LF 0 LF 100 LF 200 LF 300 LF 400 LF 445 LF SDMH #1 - TYPE II 48" STA 28+26.6A, 11.8 R RIM = 359.15' 8" DIP (IN-S) IE = 354.75' 18" PP (OUT-W) IE = 353.77' 18" PP (IN-E) IE = 353.76' SDMH #2 - TYPE II 48" STA 29+89.2A, 11.6 R RIM = 366.40' 18" DIP (IN-E) IE = 360.02' 18" PP (OUT-W) IE = 359.16' 6" RCP (IN-SW) IE = 361.57' 12" RCP (IN-S) IE = 359.47' APPROX. 42' OF 18" DIP @ -2.45% SDMH #4 - TYPE II 48" STA 30+36.9A, 11.6 R RIM = 366.88' 18" PP (OUT-SW) IE = 361.00' 12" DIP (IN-E) IE = 361.45' 12" DIP (IN-NE) IE = 361.80' APPROX. 236' OF 12" DIP @ -1.85% PR O P . W A T E R 4 3 5 1 2 " D I APPROX. 91' OF 18" PP @ -3.28% APPROX. 163' OF 18" PP @ -3.40% APPROX. 11' OF 18" PP @ 1.35%SDMH #3 - TYPE II 48" STA 30+30.5A, 21.0 R RIM = 366.73' 18" PP (IN-NE) IE = 360.90' 18" DIP (OUT-W) IE = 360.96' 12" RCP (IN-SW) IE = 361.33' 6" RCP (IN-S) IE = 362.73' 27+36A 28+36A 29+36A 30+33A 31+30A 18" PP (IN E) IE=350.85' (PROP.) INSTALL ETHAFOAM PADS WHERE VERTICAL CLEARANCE BETWEEN UTILITIES IS 6" OR LESS, TYP. PR O P . 3 " F I B E R CR O S S I N G INSTALL ETHAFOAM PADS WHERE VERTICAL CLEARANCE BETWEEN UTILITIES IS 6" OR LESS, TYP. GENERAL CONSTRUCTION NOTES CONSTRUCTION NOTES = PERFORM SITE SPECIFIC POTHOLING PRIOR TO PIPE INSTALLATION MO N R O E A V E N E NE S U N S E T B L V D NE 12TH ST ED M O N D S A V E N E HA R R I N G T O N A V E N E OL Y M P I A A V E N E MO N R O E A V E N E C01 C02 C03 C04 C05 PG L KM P Fe b 4 , 2 0 2 6 Fe b 4 , 2 0 2 6 RE N 11 3 - 1 0 4 HI G H - D - 2 C 0 3 . D W G SHOWN C03 49 71 DWG NO.: DA T E DE S C R I P T I O N RE V I S I O N S BY RE V I E W EN G I N E E R : SA V E D A T E : RE V I E W E D : PL O T D A T E : CL I E N T : FI L E N A M E : SHEET NO.: JO B N O . : NO . 0"1"2" DRAWING IS FULL SCALE WHEN BAR MEASURES 2" SCALE: CI T Y O F R E N T O N HI G H L A N D S R E S E R V O I R W A T E R M A I N IM P R O V E M E N T S P R O J E C T WT R - 2 7 - 3 8 8 8 0 2/ 4 / 2 0 2 6 IS S U E D F O R B I D D I N G DM F RJ F KEY PLAN PLAN VIEWPLAN VIEW ST O R M W A T E R P L A N A N D P R O F I L E 0 3 NE 1 2 T H S T - K I R K L A N D A V E T O L Y N N W O O D A V E N E EXISTING POWER LINE TO BE RELOCATED BY PSE NO CONSTRUCTION ACTIVITIES AND/OR CLOSURE OF ROADWAY LANES ARE PERMITTED AT THIS INTERSECTION FROM JUNE 1, 2026 TO JULY 15, 2026 PER SPECIAL PROVISIONS 1-8.0(2) 1170 MONROE AVE NE TPN: 0923059170 3233 NE 12TH ST TPN: 7801300000 METER SERVICES ON LYNNWOOD NA TPN: 7227900018 3316 NE 12TH ST TPN: 7736100015 3232 NE 12TH ST TPN: 0423059316 3224 NE 12TH ST TPN: 0423059169 3/4" METER ACCNT #7720-000 3218 NE 12TH ST TPN: 0423059182 1-1/2" METER ACCNT #17721-00 3123 NE SUNSET BLVD TPN: 0423059155 1" METER ACCNT #157203-000 1" IRR METER ACCNT #57203 3316 NE 12TH ST TPN: 7736100015 LY N N W O O D A V E N E MO N R O E A V E N E NE 12TH ST 12'' DI W (565)12'' DI W (565)12'' DI W (565)12'' DI W (565)12'' DI W (565) \\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ PH16 PH17 PH18 PH19 PH20 PH21 PH22PH22A PH G11 PH G12 PH P9 \\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\ \\X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X XXXXXXXX X X X X X\\\ \\\\\\XXX X X X X X X X X X X X X X X X X X X \\ GPH61 GPH62 GPH63 GPH64 PPH67 PPH68 GPH71 500 LF 600 LF 700 LF 800 LF 900 LF SDMH #5 WITH ROUND SOLID FRAME & COVER SDMH #6 WITH ROUND SOLID FRAME & COVER CB #8 WITH RECTANGULAR FRAME & VANED GRATE C0 3 M A T C H L I N E S T A 31 + 8 0 A C0 3 M A T C H L I N E S T A 31 + 8 0 A C0 5 M A T C H L I N E S T A 36 + 6 2 A C0 5 M A T C H L I N E S T A 36 + 6 2 A 8 00 A 32 00 A 33 00 A 34 00 A 35 00 A 36 PROFILE VIEW 360' 370' 380' 390' 400' 360' 370' 380' 390' 400' 445 LF 500 LF 600 LF 700 LF 800 LF PROFILE VIEW 380' 390' 400' 410' 420' 380' 390' 400' 410' 420' 800 LF 900 LF 915 LF PR O P . W A T E R 5 6 5 1 2 " D I PR O P . W A T E R 5 6 5 8 " D I SDMH #5 - TYPE II 48" STA 32+73.1A, 10.0 R RIM = 374.74' 12" DIP (OUT-W) IE = 365.75' 12" DIP (IN-E) IE = 365.81' 6" RCP (IN-S) IE = 368.05' 8" CMP (IN-N) IE = 369.77' 8" CMP (IN-N) IE = 366.52' 12" PP (IN-SE) IE = 367.03' APPROX. 263' OF 12" DIP @ -10.30% APPROX. 25' OF 12" DIP @ -6.21% CB #8 - TYPE I STA 35+44.9A, 13.5 L RIM = 401.94' 12" DIP (OUT-SW) IE = 396.50' 12" DIP (IN-E) IE = 398.75' APPROX. 144' OF 12" DIP @ -14.03% SDMH #6 - TYPE II 48" STA 35+34.5A, 9.2 R RIM = 400.62' 12" DIP (OUT-W) IE = 392.47' 12" DIP (IN-NE) IE = 395.13' 6" RCP (IN-SW) IE = 395.42' 6" RCP (IN-E) IE = 395.41' 32+30A 33+30A 34+30A 35+30A 35+30A 36+15A PR O P . 3 " F I B E R CR O S S I N G INSTALL ETHAFOAM PADS WHERE VERTICAL CLEARANCE BETWEEN UTILITIES IS 6" OR LESS, TYP. INSTALL ETHAFOAM PADS WHERE VERTICAL CLEARANCE BETWEEN UTILITIES IS 6" OR LESS, TYP. INSTALL ETHAFOAM PADS WHERE VERTICAL CLEARANCE BETWEEN UTILITIES IS 6" OR LESS, TYP. EXISTING POWER LINE TO BE RELOCATED BY PSE GENERAL CONSTRUCTION NOTES CONSTRUCTION NOTES = PERFORM SITE SPECIFIC POTHOLING PRIOR TO PIPE INSTALLATION MO N R O E A V E N E NE S U N S E T B L V D NE 12TH ST ED M O N D S A V E N E HA R R I N G T O N A V E N E OL Y M P I A A V E N E MO N R O E A V E N E C01 C02 C03 C04 C05 PG L KM P Fe b 4 , 2 0 2 6 Fe b 4 , 2 0 2 6 RE N 11 3 - 1 0 4 HI G H - D - 2 C 0 3 . D W G SHOWN C04 50 71 DWG NO.: DA T E DE S C R I P T I O N RE V I S I O N S BY RE V I E W EN G I N E E R : SA V E D A T E : RE V I E W E D : PL O T D A T E : CL I E N T : FI L E N A M E : SHEET NO.: JO B N O . : NO . 0"1"2" DRAWING IS FULL SCALE WHEN BAR MEASURES 2" SCALE: CI T Y O F R E N T O N HI G H L A N D S R E S E R V O I R W A T E R M A I N IM P R O V E M E N T S P R O J E C T WT R - 2 7 - 3 8 8 8 0 2/ 4 / 2 0 2 6 IS S U E D F O R B I D D I N G DM F RJ F KEY PLAN PLAN VIEWPLAN VIEW ST O R M W A T E R P L A N A N D P R O F I L E 0 4 NE 1 2 T H S T - M O N R O E A V E T O O L Y M P I A A V E CONSTRUCT PROPOSED STORM IMPROVEMENTS EAST OF MONROE AVE NE AFTER 565 ZONE WATER MAIN IMPROVEMENTS AND ABANDONMENT OF 10" W COORDINATE PHASING OF PROPOSED IMPROVEMENTS WITH CITY OF RENTON WEST OF MONROE AVE NEEXISTING POWER LINE TO BE RELOCATED BY PSE 3323 NE 12TH ST TPN: 0923059183 3/4" METER ACCNT #59301-000 3317 NE 12TH ST TPN: 0923059162 3/4" METER ACCNT #24137-000 1204 MONROE AVE NE TPN: 7736100055 3/4" METER ACCNT #7801-000 3316 NE 12TH ST TPN: 7736100015 MO N R O E A V E N E NE 12TH STNE 12TH ST 3401 NE 12TH ST TPN: 0923059183 3/4" METER ACCNT #44306-000 3417 NE 12TH ST TPN: 0923059183 3/4" METER ACCNT #54364-000 3410 NE 12TH ST TPN: 0423059186 3327 NE 12TH ST TPN: 0923059183 3/4" METER ACCNT #7742-000 12'' DI W (565) 12'' DI W (565) 12'' DI W (565) 12'' DI W (565) 16'' DI W 16'' DI W G G G G G G G G G G G G G G G X X X X X X X X X X X X \ \ \ \ \ \ \ \ \ \ \\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \\ \ \ \\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ PH G13 PH G14 PH G15 PH G16 \\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ X X X X X X X X X GPH74 GPH75 GPH82 1000 LF 1100 LF 1200 LF SDMH #7 WITH RECTANGULAR FRAME & VANED GRATE CB #10 WITH RECTANGULAR FRAME & VANED GRATE C0 4 M A T C H L I N E S T A 36 + 6 2 A C0 4 M A T C H L I N E S T A 36 + 6 2 A C0 6 M A T C H L I N E S T A 41 + 4 2 A C0 6 M A T C H L I N E S T A 41 + 4 2 A CB #9 WITH RECTANGULAR FRAME & VANED GRATE CB #11 WITH RECTANGULAR FRAME & VANED GRATE 00 A 37 00 A 38 00 A 39 00 A 40 00 A 41 00B10 00B11 PROFILE VIEW 405' 410' 420' 430' 440' 405' 410' 420' 430' 440' 925 LF 1000 LF 1100 LF 1200 LF 1275 LF PR O P . W A T E R 5 6 5 8 " D I PR O P . W A T E R 5 6 5 6 " D I PR O P . W A T E R 5 6 5 1 2 " D I CB #9 - TYPE I STA 36+87.1A, 16.2 L RIM = 422.00' 12" DIP (OUT-W) IE = 418.60' 12" DIP (IN-E) IE = 418.70' SDMH #7 - TYPE II 48" STA 37+53.9A, 16.0 L RIM = 429.37' 12" DIP (OUT-W) IE = 422.50' 12" DIP (IN-E) IE = 425.63' CB #10 - TYPE I STA 38+78.9A, 17.1 L RIM = 437.55' 12" DIP (OUT-W) IE = 434.40' 12" DIP (IN-E) IE = 434.50' CB #11 - TYPE I STA 39+79.6A, 17.1 L RIM = 439.15' 12" DIP (OUT-W) IE = 435.84' APPROX. 67' OF 12" DIP @ -5.96% APPROX. 125' OF 12" DIP @ -7.16% APPROX. 101' OF 12" DIP @ -1.36% 37+15A 38+15A 39+15A PR O P . 3 " F I B E R CR O S S I N G INSTALL ETHAFOAM PADS WHERE VERTICAL CLEARANCE BETWEEN UTILITIES IS 6" OR LESS, TYP.INSTALL ETHAFOAM PADS WHERE VERTICAL CLEARANCE BETWEEN UTILITIES IS 6" OR LESS, TYP. GENERAL CONSTRUCTION NOTES CONSTRUCTION NOTES = PERFORM SITE SPECIFIC POTHOLING PRIOR TO PIPE INSTALLATION MO N R O E A V E N E NE S U N S E T B L V D NE 12TH ST ED M O N D S A V E N E HA R R I N G T O N A V E N E OL Y M P I A A V E N E MO N R O E A V E N E C01 C02 C03 C04 C05 PG L KM P Fe b 4 , 2 0 2 6 Fe b 4 , 2 0 2 6 RE N 11 3 - 1 0 4 HI G H - D - 2 C 0 3 . D W G SHOWN C05 51 71 DWG NO.: DA T E DE S C R I P T I O N RE V I S I O N S BY RE V I E W EN G I N E E R : SA V E D A T E : RE V I E W E D : PL O T D A T E : CL I E N T : FI L E N A M E : SHEET NO.: JO B N O . : NO . 0"1"2" DRAWING IS FULL SCALE WHEN BAR MEASURES 2" SCALE: CI T Y O F R E N T O N HI G H L A N D S R E S E R V O I R W A T E R M A I N IM P R O V E M E N T S P R O J E C T WT R - 2 7 - 3 8 8 8 0 2/ 4 / 2 0 2 6 IS S U E D F O R B I D D I N G DM F RJ F KEY PLAN PLAN VIEWPLAN VIEW ST O R M W A T E R P L A N A N D P R O F I L E 0 5 NE 1 2 T H S T - M O N R O E A V E T O O L Y M P I A A V E CB #7 TO SDMH #5 PROFILE VIEW 340' 350' 360' 370' 380' 340' 350' 360' 370' 380' -60 LF 0 LF 20 LF EX. SDMH #10232 TO SDMH #6 PROFILE VIEW 350' 360' 370' 380' 390' 350' 360' 370' 380' 390' -10 LF 0 LF 60 LF SDMH #3 TO CB #6 PROFILE VIEW 330' 340' 350' 360' 370' 330' 340' 350' 360' 370' -15 LF 0 LF 25 LF PR O P . W A T E R 5 6 5 1 2 " D I SDMH #1 - TYPE II 48" STA 28+26.6A, 11.8 R RIM = 359.15' 8" DIP (IN-S) IE = 354.75' 18" PP (OUT-W) IE = 353.77' 18" PP (IN-E) IE = 353.76' CB #6 - TYPE I STA 28+26.9A, 19.1 R RIM = 358.87' 8" DIP (OUT-N) IE = 354.85' 6" RCP (IN-S) IE = 356.44' SDMH #4 - TYPE II 48" STA 30+36.9A, 11.6 R RIM = 366.88' 18" PP (OUT-SW) IE = 361.00' 12" DIP (IN-E) IE = 361.45' 12" DIP (IN-NE) IE = 361.80' CB #7 - TYPE I STA 30+66.4A, 31.8 L RIM = 366.74' 12" DIP (OUT-SW) IE = 363.68' 12" RCP (IN-NE) IE = 363.78' APPROX. 52' OF 12" DIP @ 3.80% 6 7 APPROX. 7' OF 8" DIP @ -2.26% 28+27A 30+37A SEE DWG NO. C03 FOR INFORMATION SDMH #5 - TYPE II 48" STA 32+73.1A, 10.0 R RIM = 374.74' 12" DIP (OUT-W) IE = 365.75' 12" DIP (IN-E) IE = 365.81' 6" RCP (IN-S) IE = 368.05' 8" CMP (IN-N) IE = 369.77' 8" CMP (IN-N) IE = 366.52' 12" PP (IN-SE) IE = 367.03' 12" PP (OUT NW) IE=367.85' (PROP.) 8 32+73A APPROX. 55' OF 12" PP @ 1.61% INSTALL ETHAFOAM PADS WHERE VERTICAL CLEARANCE BETWEEN UTILITIES IS 6" OR LESS, TYP. MATCH EXISTING STORM PIPE CORRIDOR. PROVIDE ETHAFOAM PADS WHERE VERTICAL CLEARANCE BETWEEN UTILITIES IS 6" OR LESS. EXISTING POWER LINE TO BE RELOCATED BY PSE PG L KM P Fe b 4 , 2 0 2 6 Fe b 4 , 2 0 2 6 RE N 11 3 - 1 0 4 HI G H - D - 2 C 0 3 . D W G SHOWN C06 52 71 DWG NO.: DA T E DE S C R I P T I O N RE V I S I O N S BY RE V I E W EN G I N E E R : SA V E D A T E : RE V I E W E D : PL O T D A T E : CL I E N T : FI L E N A M E : SHEET NO.: JO B N O . : NO . 0"1"2" DRAWING IS FULL SCALE WHEN BAR MEASURES 2" SCALE: CI T Y O F R E N T O N HI G H L A N D S R E S E R V O I R W A T E R M A I N IM P R O V E M E N T S P R O J E C T WT R - 2 7 - 3 8 8 8 0 2/ 4 / 2 0 2 6 IS S U E D F O R B I D D I N G DM F RJ F ST O R M W A T E R P R O F I L E S   \ \ \ \ \ \ PH1 PH1A PH2 PH2A \\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\PH G1 PH P1 \\\\\\\\\\\\\\\\\\\\\\ \ \ \ X X X X X X X X X X X X X X X X X XXXXXXXXXXXXXX X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X PPH2 PPH3 GPH4 GPH5 GPH6 GPH7 GPH8 PPH9 PPH11 8'' CP SS 6' ' C O N C S S 6' ' C O N C S S 8' ' C O N C S S 8' ' C O N C S S 8' ' C O N C S S 2601 & 2603 NE 12TH ST TPN: 7227801335 1" LATERAL 3/4" METER ACCNT #003066 NA TPN: 0923059102 NO METER 2527 NE 12TH ST TPN: 0923059062 1" LATERAL 3/4" METER ACCNT #140025 1140 EDMONDS AVE NE TPN: 0923059061 METER ON EDMONDS 1190 EDMONDS PL NE TPN: 2270000020 1194 EDMONDS PL NE TPN: 2270000010 2430 NE 12TH ST TPN: 2309200010 JR HIGH SCHOOL 1416 EDMONDS AVE NE TPN: 0423059048 ED M O N D S A V E N E NE 12TH STREET P P P P P P P P P P P P PP P 8'' AC W (435) 16 ' ' D I W ( 4 3 5 ) 8' ' C I W ( 4 3 5 ) 8' ' C I W ( 4 3 5 ) 8'' AC W (435)12'' AC W (435)12'' AC W (435)12'' AC W (435)12'' AC W (435)12'' AC W (435) 16'' DI W (435)16'' DI W (435)16'' DI W (435)16'' DI W (435) W 16 ' ' D I W ( 4 3 5 ) 16 ' ' D I W ( 4 3 5 ) W P P P P P P P P P P P P PPPPPP P P P P PPPPPP P P P P P P P P P P W T E L T E L TE L TEL TE L TE L TEL TEL TEL TEL TEL TEL TEL TEL TE L TE L TEL TEL TEL TEL TEL TEL TEL TEL TE L TE L TEL TEL TEL TEL TE L TE L TE L TE L TE L TE L TE L TE L TE L TE L TE L TE L TE L TE L TE L CO R T E L M G G G 6'' IP G 6'' IP G 6'' IP G G G G G 18 ' ' C O N C S T 18 ' ' C O N C S T 8'' CONC ST 8 ' ' C O N C S T 12'' CONC ST 36'' CPEP ST 10'' C O N C S T 12'' ST (ABAN)12'' ST (ABAN) 12'' ST (ABAN)12'' ST (ABAN)36'' CMP ST 36'' CMP ST 36'' CMP ST ST 36'' CMP ST G G x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x xxx x x x x x x x x x x x x x x x x x x x x x x x x x x x x x G G 12'' DI W (565)12'' DI W (565)12'' DI W (565)12'' DI W (565)12'' DI W (565)12'' DI W (565)12'' DI W (565)12'' DI W (565) 12 ' ' D I W ( 5 6 5 ) FO FO FO FO FO FO FO FO FO FO FO FO FO FO 2 STA 9+82.2A, 36.0' L CONNECT TO EXISTING VAULT 1 STA 13+81.5A, 25.4' L PROPOSED JUNCTION BOX3 2 MA T C H L I N E S T A 14 + 2 0 A MA T C H L I N E S T A 14 + 2 0 A 00 A 10 00 A 11 00 A 12 00 A 13 00 A 14 1 FIBER CONSTRUCTION NOTES 2 3 GENERAL CONSTRUCTION NOTES MO N R O E A V E N E NE S U N S E T B L V D NE 12TH ST ED M O N D S A V E N E HA R R I N G T O N A V E N E OL Y M P I A A V E N E MO N R O E A V E N E E01 E02 E03 E04 PH4 PH5 \\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\ \ \ \\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\ \ \ \ \ PH G2PH P2 PH P3 \\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \\ \\\ \ \\\ \ \\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ X XX X X X PPH12 PPH13 GPH14 PPH15 PPH17 GPH18 PPH20 8'' CP SS 8'' CP SS 8'' CP SS 8'' CP SS 8'' CP SS 8'' CP SS 8'' CP SS 8'' CP SS 8'' CP SS 8'' CP SS 8'' CP SS 8'' CP SS 8'' CP SS 8' ' C O N C S S 8' ' C O N C S S 4 ' ' C O N C S S SS SS SS SS 6' ' C O N C S S 6' ' C O N C S S 6' ' C O N C S S 1174 HARRINGTON AVE NE TPN: 7227801675 METER SERVICE ON HARRINGTON 1177 HARRINGTON AVE NE TPN: 7227801355 METER SERVICE ON HARRINGTON 2613 & 2615 NE 12TH ST TPN: 7227801345 1" LATERAL 3/4" METER ACCNT #003069 2607 & 2609 NE 12TH ST TPN: 7227801340 1" LATERAL 3/4" METER ACCNT #003067 JR HIGH SCHOOL 1416 EDMONDS AVE NE TPN: 0423059048 NA TPN: 7227801860 METER SERVICE ON HARRINGTON 2800 NE 12TH ST TPN: 7227801690 EXISTING 3/4" METER HA R R I N G T O N A V E N E NE 12TH STREET P P P P P P P P P PPPPPPP P P 12'' AC W (435)12'' AC W (435) 16'' DI W (435)16'' DI W (435)16'' DI W (435) 12'' AC W (435) 12'' AC W (435) W P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P 12 A C W ( A B A N ) 16'' DI W (435)16'' DI W (435) 8'' AC W (ABAN)8'' AC W (ABAN) TEL TEL TEL TE L TE L TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL T E L T E L TE L TE L T E L T E L TE L TE L T E L TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL 6'' IP G GG G GG 6'' IP G 6'' IP G 6'' IP G 6'' IP G 8' ' C I W ( 5 6 5 ) G G G G 12' ' D I W ( 5 6 5 ) 8'' CI W (565)8'' CI W (565) 12'' CONC ST 12'' CONC ST 12'' CONC ST 12'' CONC ST 12'' CONC ST 12'' CONC ST 8' ' C O N C S T 18 ' ' C P P S T 36'' CMP ST 36'' CMP ST 12'' ST 12'' ST 36'' CMP ST 36'' CMP ST 36'' CMP ST 36'' CMP ST 36'' CMP ST 12 ' ' A D S S T 1 2 ' ' A D S S T 8'' C O N C S T x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x TEL TEL TEL TEL TEL TEL TEL TEL TEL 8' ' D I W G 12'' DI W (565)12'' DI W (565)12'' DI W (565)12'' DI W (565)12'' DI W (565)12'' DI W (565)12'' DI W (565)12'' DI W (565)FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO 2 STA 17+38.3A, 22.4' L PROPOSED JUNCTION BOX3 2 MA T C H L I N E S T A 14 + 2 0 A MA T C H L I N E S T A 14 + 2 0 A MA T C H L I N E S T A 19 + 0 0 A MA T C H L I N E S T A 19 + 0 0 A 00 A 15 00 A 16 00 A 17 00 A 18 00 A 19 KEY PLAN ID O CM R Fe b 4 , 2 0 2 6 Fe b 4 , 2 0 2 6 RE N 11 3 - 1 0 4 HI G H - D - 2 E 0 1 . D W G SHOWN E01 53 71 0"1"2" DRAWING IS FULL SCALE WHEN BAR MEASURES 2" SCALE: DWG NO.: DA T E DE S C R I P T I O N RE V I S I O N S BY RE V I E W EN G I N E E R : SA V E D A T E : RE V I E W E D : PL O T D A T E : CL I E N T : FI L E N A M E : SHEET NO.: JO B N O . : NO . EL E C T R I C A L A N D C O M M U N I C A T I O N P L A N 0 1 PLAN VIEW PLAN VIEW CI T Y O F R E N T O N HI G H L A N D S R E S E R V O I R W A T E R M A I N IM P R O V E M E N T S P R O J E C T WT R - 2 7 - 3 8 8 8 0 2/ 4 / 2 0 2 6 IS S U E D F O R B I D D I N G DM F RJ F PH6 PH7 \\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ PH G3 PH P4 PH P5 X X X X X X X X\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\X X X X X X X X X X X X X X X X X X \ \ \ X X X X X X XX X X PPH21 GPH22 GPH23A GPH24 GPH25 PPH26 GPH27 GPH23B 8'' CP SS 8'' CP SS 8'' CP SS 8'' CP SS 8'' CP SS 8'' CP SS 8'' CP SS 8'' CP SS 8'' CP SS 8'' CP SS 8'' CP SS 8'' CP SS 8'' CP SS S S ( A B A N ) S S ( A B A N ) SS SS SS SS 4 ' ' C O N C S S SS S S ( A B A N ) S S ( A B A N ) SS S S ( A B A N ) S S ( A B A N ) SS 1175 HARRINGTON PL NE TPN: 3122000000 2825 NE 12TH ST TPN: 7227802045 2801 NE 12TH ST TPN: 7227801680 1" METER ACCNT #003069 2810 NE 12TH ST TPN: 7227801685 EXISTING 3/4" METER ACCNT 2902 NE 12TH ST TPN: 7227802040 2908 NE 12TH ST TPN: 7227801776 EXISTING 1-1/2" METER ACCNT #3168-000 HA R R I N G T O N P L N E NE 12TH STREET PP P P P P P P 8'' C I W ( 4 3 5 ) 16'' DI W (435)16'' DI W (435)16'' DI W (435)16'' DI W (435)16'' DI W (435)16'' DI W (435) P P P P P P P PPPPP P P P P P P PP 8'' AC W (ABAN)8'' AC W (ABAN)8'' AC W (ABAN)8'' AC W (ABAN)8'' AC W (ABAN)8'' AC W (ABAN)8'' AC W (ABAN)8'' AC W (ABAN)8'' AC W (ABAN) TEL TE L TE L TEL TEL T E L TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TELTELTELTELTELTEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TE L TE L TE L TEL TEL TEL TEL 8'' CI W (565) W W 8'' CI W (565) 8' ' D I W ( 5 6 5 ) 4'' I P G 6'' IP G 6'' IP G 6'' IP G 6'' IP G 6'' IP G 6'' IP G6'' IP G6'' IP G G 8'' CI W (565)8'' CI W (565) 36'' CMP ST 36'' CMP ST 12'' ST 12'' ST 12'' ST 12'' CONC ST 12'' CONC ST 12'' CONC ST 12'' CONC ST 12'' CONC ST 12'' CONC ST 36'' CMP ST 36'' CMP ST 36'' CMP ST 36'' CMP ST 12 ' ' C O N C S T 36'' CMP ST 12'' ST (ABAN) 6' ' C O N C S T x x x x W P P P P P P P P 2800 NE 12TH ST TPN: 7227801690 EXISTING 3/4" METER 12 ' ' D I W ( 5 6 5 ) 12 ' ' D I W ( 5 6 5 ) 12 ' ' D I W ( 5 6 5 ) 8'' CI W (565)8'' CI W (565) 2'' STL G (ABND)2'' STL G (ABND) 12'' DI W (565)12'' DI W (565)12'' DI W (565) FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO 2 STA 21+46.4A, 24.0' L PROPOSED JUNCTION BOX3 2 STA 23+69.9A, 23.3' L PROPOSED JUNCTION BOX3 MA T C H L I N E S T A 19 + 0 0 A MA T C H L I N E S T A 19 + 0 0 A MA T C H L I N E S T A 23 + 8 0 A MA T C H L I N E S T A 23 + 8 0 A 00 A 19 00 A 20 00 A 21 00 A 22 00 A 23 FIBER CONSTRUCTION NOTES 2 3 GENERAL CONSTRUCTION NOTES MO N R O E A V E N E NE S U N S E T B L V D NE 12TH ST ED M O N D S A V E N E HA R R I N G T O N A V E N E OL Y M P I A A V E N E MO N R O E A V E N E E01 E02 E03 E04 PH9 PH10 PH11 PH12 PH12A \\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \\ \ \ \ \ \\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ PH G4 PH G5 PH P6 X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X \ \ \ \ \ \ X X X X X X X X X X X X X X X X X X \\\ PPH29 GPH30 PPH31 PPH32 GPH34 PPH35 PPH37 GPH38 PPH39 PPH40 NE 12TH ST 8'' CP SS 8'' CP SS 8'' CP SS 8'' CP SS 8'' CP SS 8'' CP SS 8'' CP SS 8'' CP SS 8'' CP SS 8'' CP SS 8'' CP SS 8'' CP SS 8' ' S S ( A B A N ) 8' ' S S ( A B A N ) 8' ' S S ( A B A N ) 8' ' P V C S S 8' ' S S 8' ' S S S S ( A B A N ) S S ( A B A N ) SSSSSSSS FIRE STATION #12 1209 KIRKLAND AVE NE TPN: 7227801450 4" DCDA W/ 3/4" METER ACCNT #61583-001 1-1/2" IRR METER ACCNT #61583-002 2" DOM METER ACCNT #61583-000 1171 KIRKLAND AVE NE TPN: 7227801406 975 HARRINGTON PL NE TPN: 7227801405 3116 SUNSET BLVD NE TPN: 0423059095 3002 NE SUNSET BLVD TPN: 7227800285 KI R K L A N D A V E N E J E F F E R S O N A V E N E NE 12TH STREET P P P P 16'' DI W (435)16'' DI W (435)16'' DI W (435)16'' DI W (435) P P P P P PPPP P 16'' DI W (435)16'' DI W (435) OH P P P P P P PP P 8'' AC W (ABAN)8'' AC W (ABAN) 8'' AC W (ABAN)8'' AC W (ABAN)8'' AC W (ABAN)8'' AC W (ABAN)8'' AC W (ABAN)8'' AC W (ABAN)8'' AC W (ABAN)8'' AC W (ABAN)8'' AC W (ABAN)8'' AC W (ABAN) TE L TE L TEL TEL TELTELTELTELTELTELTEL TEL TE L TEL TEL TEL TE L TEL TEL TEL TEL TE L TE L TEL TEL TELTELTELTELTELTELTELTELTELTELTEL TEL TEL TEL TEL TEL TE L TE L TE L TE L TEL TEL TEL TEL 8'' CI W (565)8'' CI W (565)8'' CI W (565)8'' CI W (565) W W 8' ' D I W ( 5 6 5 ) 4'' IP G4'' IP G 4'' IP G 4'' IP G 4'' IP G 4'' IP G G 2' ' I P G 2' ' I P G 4'' IP G 6'' IP G G FO FO FO 12'' ST (ABAN)12'' ST (ABAN) S D 36'' CMP ST 36'' CMP ST 36'' CMP ST 36'' CMP ST 6 ' ' C M P S T S D SD SD SD 6'' P V C S T 6 ' ' C O N C S T 18 ' ' C M P S T 12'' ADS ST 12'' CONC ST 12'' CONC ST 12 S T 12 S T x x x 10 ' ' S T L W ( A B N ) 10 ' ' C I ( 5 6 5 ) W P P P P P P P P P P P CO R T E L M CO R T E L M COR TELM COR TELM P P P P P P P P 12 ' ' D I W 6' ' C I W ( A B A N ) 18 ' ' D I S T 1 2 ' ' D I S T 12' ' S T 12 ' ' S T 12 ' ' S T 12 ' ' S T 6' ' C O N C S S ( A B A N ) 12 ' ' D I W ( 5 6 5 ) 12 ' ' D I W WS PP PP 10 ' ' C I W ( 5 6 5 ) 10 ' ' C I W ( 5 6 5 ) 12'' DI W (565)12'' DI W (565) FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO 2 STA 26+31.5A, 22.2' L PROPOSED JUNCTION BOX 3 2 MA T C H L I N E S T A 23 + 8 0 A MA T C H L I N E S T A 23 + 8 0 A MA T C H L I N E S T A 28 + 3 0 A MA T C H L I N E S T A 28 + 3 0 A 00 A 24 00 A 25 00 A 26 00 A 27 00 A 28 CI T Y O F R E N T O N HI G H L A N D S R E S E R V O I R W A T E R M A I N IM P R O V E M E N T S P R O J E C T WT R - 2 7 - 3 8 8 8 0 2/ 4 / 2 0 2 6 IS S U E D F O R B I D D I N G DM F RJ F KEY PLAN ID O CM R Fe b 4 , 2 0 2 6 Fe b 4 , 2 0 2 6 RE N 11 3 - 1 0 4 HI G H - D - 2 E 0 1 . D W G SHOWN E02 54 71 0"1"2" DRAWING IS FULL SCALE WHEN BAR MEASURES 2" SCALE: DWG NO.: DA T E DE S C R I P T I O N RE V I S I O N S BY RE V I E W EN G I N E E R : SA V E D A T E : RE V I E W E D : PL O T D A T E : CL I E N T : FI L E N A M E : SHEET NO.: JO B N O . : NO . EL E C T R I C A L A N D C O M M U N I C A T I O N P L A N 0 2 PLAN VIEW PLAN VIEW \\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\ \\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\ \ \ \ \ \ \ \ \ \ \ X X \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ PH13 PH14 \\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\ PH G6 PH G7 PH G8 PH G9 PH G10 PH P7 \\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\ X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X \\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X XXX XX X XX \ \ \ \ \ X PPH43 PPH44 GPH45 GPH47 GPH48 PPH46 PPH49 GPH50 GPH51 PPH52 PPH53 PPH56 PPH54 PPH55 PPH57 PPH59 PPH60 8'' CP SS 8'' CP SS 8'' CP SS 8 ' ' C P S S 8 ' ' C P S S 18 ' ' P V C S S 18 ' ' P V C S S 18 ' ' P V C S S 18 ' ' P V C S S 18 ' ' P V C S S 18 ' ' P V C S S 8'' S S 8'' S S 8'' C P S S 8'' C P S S SS SS NA TPN: 7227900018 3011 NE SUNSET BLVD TPN: 7227900019 METER SERVICE ON NE SUNSET BLVD NA TPN: 722790UNKN 3123 NE SUNSET BLVD TPN: 0423059155 1" METER ACCNT #157203-000 1" IRR METER ACCNT #57203 3116 NE SUNSET BLVD TPN: 0423059095 3/4" IRR METER ACCNT #19835-000 3002 NE SUNSET BLVD TPN: 7227800285 METER SERVICE ON NE SUNSET BLVD NE S U N S E T B L V D NE 12TH ST P P 16'' DI W (435)16'' DI W (435) P P 10'' CI W (435 ) 16'' DI W (435)16'' DI W (435) P P P P P P P 16'' DI W (435) 10 ' ' C I W ( 4 3 5 ) P P P P P P P P P P PPPPPPPPPPPPP P P PP P P P P P P P P P P 10'' CI W (435) 8'' AC W (ABAN)8'' AC W (ABAN)8'' AC W (ABAN) 8' ' A C W ( A B A N ) 6' ' C I W ( 4 3 5 ) TEL TEL TEL TEL TEL TEL TEL TEL TE L TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TE L TE L TEL TEL TEL T E L TE L TE L TE L TE L TE L TE L TE L TE L TE L TE L TE L TE L TE L 4'' STL W (ABN)4'' STL W (ABN)4'' STL W (ABN) 10'' CI W (565)10'' CI W (565)10'' CI W (565) W 2'' IP G 2'' IP G 4'' I P G 4'' I P G G 4'' IP G 4'' IP G 4'' IP G G G G G 12 ' ' D I W ( 5 6 5 ) 10'' CI W (565) FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO 12'' CONC ST 12'' CONC ST 12'' CONC ST 18 ' ' C O N C S T 18 ' ' C O N C S T 12 ' ' C O N C S T 12 ' ' C O N C S T 12 ' ' C O N C S T SD 12 ' ' C O N C S T 1 2 ' ' S T 4'' C I W ( A B A N ) 4'' C I W ( A B A N ) 12 ' ' D I W ( 5 6 5 ) 12 ' ' D I W ( 5 6 5 ) COR TELM COR TELM COR TELM COR TELM COR TELM COR TELM COR TELM COR TELM COR TELM COR TELM COR TELM COR TELM COR TELM COR TELM G G G 12'' CONC ST 12'' CONC ST 12'' CONC ST 12'' CONC ST 12'' DI W (565) 16 ' ' D I W ( 4 3 5 ) 12'' RJ DI W (565)12'' DI W (565) 16 ' ' D I W ( 4 3 5 ) FO FO FO FO FO FO FO FO FO FO FO FO FO STA 29+10.9A, 28.4' L PROPOSED JUNCTION BOX3 2 2 STA 31+04.2A, 28.1' R PROPOSED SMALL CABLE VAULT 4 2 MA T C H L I N E S T A 28 + 3 0 A MA T C H L I N E S T A 28 + 3 0 A MA T C H L I N E S T A 32 + 4 0 A MA T C H L I N E S T A 32 + 4 0 A 00 A 29 00 A 30 00 A 31 00 A 32 FIBER CONSTRUCTION NOTES 2 3 GENERAL CONSTRUCTION NOTES 4 MO N R O E A V E N E NE S U N S E T B L V D NE 12TH ST ED M O N D S A V E N E HA R R I N G T O N A V E N E OL Y M P I A A V E N E MO N R O E A V E N E E01 E02 E03 E04 \\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ PH16 PH17 PH18 PH19 PH20 PH21 PH22 PH22A PH G11 PH G12 PH P9 \\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\ X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X XXXXXXXX X X X X X\\\ \\\\\\XXX X X X X X X X X X X X X X X X X X X \\ GPH61 GPH62 GPH63 GPH64 PPH67 PPH68 GPH71 8' ' P V C S S 8'' PVC SS 8'' PVC SS 8'' CLAY SS 8'' CLAY SS 8'' CLAY SS 8'' CLAY SS 8'' CLAY SS 8 ' ' P V C S S 1170 MONROE AVE NE TPN: 0923059170 3233 NE 12TH ST TPN: 7801300000 METER SERVICES ON LYNNWOODTPN: 7227900018 3316 NE 12TH ST TPN: 7736100015 3232 NE 12TH ST TPN: 0423059316 3224 NE 12TH ST TPN: 0423059169 3/4" METER ACCNT #7720-000 3218 NE 12TH ST TPN: 0423059182 1-1/2" METER ACCNT #17721-00 LY N N W O O D A V E N E M O N R O E A V E N E NE 12TH ST P P P 16'' DI W (435)16'' DI W (435)16'' DI W (435)16'' DI W (435)16'' DI W (435) OHP OHP OH P OH P OH P OH P O H P OHP OHP OHP OHP OHP OHP O H P O H P OH P OH P OH P OH P OH P OH P OH P OH P OH P OH P OH P OH P OH P OH P OH P OH P OH P OH P OH P OH P OH P OH P OH P OH P OH P OH P OHP OHP OHP OHP OHP OH P OH P OH P OH P P P 10'' CI W (435)10'' CI W (435)10'' CI W (435)10'' CI W (435) 10'' CI W (435) TEL TELTELTEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TE L TE L T E L TE L TE L TE L 4'' STL W (ABN) 10 ' ' D I W ( 5 6 5 ) 10 ' ' D I W ( 5 6 5 ) W W 6'' DI W (565)6'' DI W (565) 8' ' C I W ( 5 6 5 ) 4'' IP G G 4'' IP G 2'' IP G 2'' IP G 2'' IP G 2'' IP G 2'' IP G 2' ' I P G G G 4' ' C I W ( 5 6 5 ) 10'' CI W (565)10'' CI W (565)10'' CI W (565)10'' CI W (565)10'' CI W (565)10'' CI W (565) FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO 1 2 ' ' C M P S T 12'' ST 12'' ST 6'' C O N C S T 12'' CONC ST (ABAN)12'' CONC ST 12'' CONC ST 12'' CONC ST 12'' CONC ST 8' ' C M P S T 8 ' ' C M P S T FO x x x x x xxxxxxxxxxxx x x x x xxxxxxxx x x x COR TELM COR TELM COR TELM COR TELM COR TELM COR TELM COR TELM COR TELM COR TELM COR TELM COR TELM COR TELM COR TELM COR TELM CO R T E L M COR TELM COR TELM ABND W ABND W ABND W ABND W ABND W ABND W ABND W ABND W ABND W ABND W ABND W ABND W ABND W ABND W 4'' C O N C S S 4'' C O N C S S 4'' C O N C S S 4'' C O N C S S CLAY UNKNOWN SIZE SS CLAY UNKNOWN SIZE SS CLAY UNKNOWN SIZE SS CLAY UNKNOWN SIZE SS 6' ' P V C S S 6' ' P V C S S 4' ' C O N C S S 4' ' C O N C S S 12'' DI W (565)12'' DI W (565)12'' DI W (565) FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO 2 3 2 MA T C H L I N E S T A 32 + 4 0 A MA T C H L I N E S T A 32 + 4 0 A MA T C H L I N E S T A 36 + 4 0 A MA T C H L I N E S T A 36 + 4 0 A STA 36+11.8A, 26.4' R PROPOSED JUNCTION BOX 00 A 33 00 A 34 00 A 35 00 A 36 CI T Y O F R E N T O N HI G H L A N D S R E S E R V O I R W A T E R M A I N IM P R O V E M E N T S P R O J E C T WT R - 2 7 - 3 8 8 8 0 2/ 4 / 2 0 2 6 IS S U E D F O R B I D D I N G DM F RJ F KEY PLAN ID O CM R Fe b 4 , 2 0 2 6 Fe b 4 , 2 0 2 6 RE N 11 3 - 1 0 4 HI G H - D - 2 E 0 1 . D W G SHOWN E03 55 71 0"1"2" DRAWING IS FULL SCALE WHEN BAR MEASURES 2" SCALE: DWG NO.: DA T E DE S C R I P T I O N RE V I S I O N S BY RE V I E W EN G I N E E R : SA V E D A T E : RE V I E W E D : PL O T D A T E : CL I E N T : FI L E N A M E : SHEET NO.: JO B N O . : NO . EL E C T R I C A L A N D C O M M U N I C A T I O N P L A N 0 3 PLAN VIEW PLAN VIEW \\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \\\\\\\\\\\\\\\\\\\\\\\\\\\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \\ \ \ \\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ PH G13 PH G14 PH G15 \\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\ \ \ \ \ \ \ \ \ \ \ X X X X X X X X X X GPH74 GPH75 GPH82 x x x x x x x x x x x x x x x x x x x x x x x x x x x x x P PP P T E L T E L TEL TEL TEL TEL TEL TEL TEL TELTEL TEL TEL TELTELTELTEL TELTELTEL TEL TEL TEL TEL TEL TEL P P OHP OHP OHP OH P OH P OH P OH P OHP OHP OHP OHP x x x x x xxxxxx x x x x P 16'' CI W 16'' CI W 16'' CI W G G G G G G P P G G G G G W 10'' CI W 10'' CI W 10'' CI W 16 ' ' C I W TELTELTELTEL TE L TE L TE L 16 ' ' C I W x x x x x x x x x x x x x x x TEL TE L 12'' CI W 8'' CLAY SS 8'' CLAY SS 8'' CONC SS 8'' CONC SS 8'' CONC SS 8'' CONC SS W 3323 NE 12TH ST TPN: 0923059183 3/4" METER ACCNT #59301-000 3317 NE 12TH ST TPN: 0923059162 3/4" METER ACCNT #24137-000 1204 MONROE AVE NE TPN: 7736100055 3/4" METER ACCNT #7801-000 3316 NE 12TH ST TPN: 7736100015 MO N R O E A V E N E NE 12TH ST OHP OHP OHP O H P O H P OH P OH P 12'' CI W (435) 12'' CI W (435)12'' CI W (435) 16'' DI W (435)16'' DI W (435)16'' DI W (435) O H P O H P O H P O H P O H P OHP OHP OHP OHP OHP OHP OH P 10'' CI W (435) TEL TEL TEL TEL TEL TEL TEL TELTEL TEL TE L TE L TE L TE L TEL TEL TEL TEL TEL TELTELTELTELTELTELTEL TEL TEL TEL TEL G G G G G 4'' IP G 4' ' I P G 4' ' I P G 8' ' D I W ( 5 6 5 ) W G G 4'' IP G 10'' CI W (565)10'' CI W (565)10'' CI W (565) FO FOFO x x x x x x x x x x x x x x x x x x T E L TEL P P 3410 NE 12TH ST TPN: 0423059186 COR TELM COR TELM COR TELM COR TELM COR TELM COR TELM COR TELM COR TELM COR TELM COR TELM COR TELM COR TELM COR TELM COR TELM COR TELM COR TELM COR TELM COR TELM COR TELM CO R T E L M ABND W ABND W ABND W ABND W ABND W ABND W ABND W ABND W ABND W ABND W ABND W ABND W ABND W ABN D W ABN D W ABN D W ABN D W ABN D W ABN D W AB N D W AB N D W AB N D W AB N D W AB N D W AB N D W AB N D W AB N D W AB N D W ABND WABND WABND WABND WABND WABND W ABND WABND W AB N D W AB N D W AB N D W AB N D W AB N D W 3327 NE 12TH ST TPN: 0923059183 3/4" METER ACCNT #7742-000 CLAY UNKNOWN SIZE SS 6' ' C O N C S S 4' ' S S ( A B A N ) 12'' DI W (565) 12'' DI W (565) G G G G G G G FO FO FO FO FO FO FO 2 MA T C H L I N E S T A 36 + 4 0 A MA T C H L I N E S T A 36 + 4 0 A STA 38+73.1A, 22.6' R PROPOSED JUNCTION BOX3 6 5 78 FO 00 A 37 00 A 38 00 A 39 00B10 FIBER CONSTRUCTION NOTES 2 3 5 6 7 GENERAL CONSTRUCTION NOTES 8 MO N R O E A V E N E NE S U N S E T B L V D NE 12TH ST ED M O N D S A V E N E HA R R I N G T O N A V E N E OL Y M P I A A V E N E MO N R O E A V E N E E01 E02 E03 E04 LOW LIMIT PIPE ZONE RED ELECTRICAL WARNING TAPE CENTERED OVER CONDUIT IN TRENCH 2'-0" CSBC COMPACTED TO A NON-YIELDING CONDITION, REQ'D FOR UNSTABLE SOILS, SEE TRENCH NOTE SAND BEDDING MATERIAL PER SECTION 9-03.13 COMPACTED TO 95% OF MAX DENSITY TRENCH BACKFILL, GRAVEL BORROW PER SECTION 9-03.14(1) COMPACTED TO 95% OF MAX DENSITY UPPER LIMIT PIPE ZONE 3" SCH. 80 PVC CONDUIT PIPE COVER DEPTH OF COVER MEASURED FROM FINISHED GRADE TO TOP OF 3" SCH. 80 PVC CONDUIT SHALL BE MINIMUM 36". NOTE: WHEN POOR QUALITY FOUNDATION IS ENCOUNTERED BELOW THE BEDDING ZONE OR WHEN DIRECTED BY THE ENGINEER, OVER-EXCAVATE AND PROVIDE AND INSTALL CSBC, MEETING THE REQUIREMENTS OF STD. SPEC. 9-03.9(2). THE USE OF GEOTEXTILE SEPARATION FABRIC MAY ALSO BE REQUIRED TO STABILIZE THE BASE. 3" MIN. 8" MIN. 9" EXISTING ASPHALT 2" SAWCUT AND REMOVE OR PLANE SEAL WITH AR-400W (EACH SIDE) PERMANENT HMA, CL. 1/2" PG 58H-22 TO MATCH THICKNESS OF EXISTING ASPHALT OR 8" MINIMUM CSTC PER SECTION 9-03.9(3) COMPACTED TO 95% OF MAX DENSITY, MIN. 6" THICKNESS. 1' MIN.1' MIN.1' MIN.1' MIN. NEAT LINE TRENCH E1TYPICAL TRANSVERSE 3" SCH. 80 PVC CONDUIT TRENCH WITH HMA PAVEMENT AND OVERLAY SECTION NOT TO SCALE 2'-0"1' MIN.1' MIN.1' MIN.1' MIN. 2" GRIND AND HMA OVERLAY HMA PERMANENT PATCH T-CUT. MATCH EXISTING HMA THICKNESS, MIN. 8" THICKNESS. NEAT LINE TRENCH TRENCH BACKFILL 3" SCH. 80 PVC CONDUIT TYPICAL TRANSVERSE 3" SCH. 80 PVC CONDUIT TRENCH WITH HMA PAVEMENT AND OVERLAY PLAN VIEW NOT TO SCALE 6' MIN. 2" HMA CL. 1/2" PG 58H-22 OVERLAY DEPTH OF EXISTING PAVEMENT SAWCUT AFTER BACKFILL (EACH SIDE) CI T Y O F R E N T O N HI G H L A N D S R E S E R V O I R W A T E R M A I N IM P R O V E M E N T S P R O J E C T WT R - 2 7 - 3 8 8 8 0 2/ 4 / 2 0 2 6 IS S U E D F O R B I D D I N G DM F RJ F KEY PLAN ID O CM R Fe b 4 , 2 0 2 6 Fe b 4 , 2 0 2 6 RE N 11 3 - 1 0 4 HI G H - D - 2 E 0 1 . D W G SHOWN E04 56 71 0"1"2" DRAWING IS FULL SCALE WHEN BAR MEASURES 2" SCALE: DWG NO.: DA T E DE S C R I P T I O N RE V I S I O N S BY RE V I E W EN G I N E E R : SA V E D A T E : RE V I E W E D : PL O T D A T E : CL I E N T : FI L E N A M E : SHEET NO.: JO B N O . : NO . EL E C T R I C A L A N D C O M M U N I C A T I O N P L A N 0 4 PLAN VIEW 2601 & 2603 NE 12TH ST TPN: 7227801335 1" LATERAL 3/4" METER ACCNT #003066 NA TPN: 0923059102 NO METER 2527 NE 12TH ST TPN: 0923059062 1" LATERAL 3/4" METER ACCNT #140025 1140 EDMONDS AVE NE TPN: 0923059061 METER ON EDMONDS 1190 EDMONDS PL NE TPN: 2270000020 1194 EDMONDS PL NE TPN: 2270000010 2430 NE 12TH ST TPN: 2309200010 JR HIGH SCHOOL 1416 EDMONDS AVE NE TPN: 0423059048 ED M O N D S A V E N E NE 12TH STREET G G G x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x 00 A 10 00 A 11 00 A 12 00 A 13 00 A 14 12'' DI W (565)12'' DI W (565)12'' DI W (565)12'' DI W (565)12'' DI W (565)12'' DI W (565)12'' DI W (565)12'' DI W (565) 12 ' ' D I W ( 5 6 5 ) FO FO FO FO FO FO FO FO FO FO FO FO FO FO MA T C H L I N E S T A 14 + 2 0 A MA T C H L I N E S T A 14 + 2 0 A STA 9+41.2A, 20.8' L EDGE OF ROAD STA 10+21.9A, 54.5' R EDGE OF ROAD STA 10+21.4A, 71.4' L EDGE OF ROAD STA 9+40.5A, 16.1' R EDGE OF ROAD STA 9+77.4A, 54.2' R EDGE OF ROAD STA 9+78.2A, 71.3' L EDGE OF ROAD R0 2 M A T C H L I N E S T A 14 + 2 0 A R0 2 M A T C H L I N E S T A 14 + 2 0 A MO N R O E A V E N E NE S U N S E T B L V D NE 12TH ST ED M O N D S A V E N E HA R R I N G T O N A V E N E OL Y M P I A A V E N E MO N R O E A V E N E R01 R02 R03 R04 R05 R06 R07 R08 R09 R1 0 2601 & 2603 NE 12TH ST TPN: 7227801335 1" LATERAL 3/4" METER ACCNT #003066 NA TPN: 0923059102 NO METER 2527 NE 12TH ST TPN: 0923059062 1" LATERAL 3/4" METER ACCNT #140025 1140 EDMONDS AVE NE TPN: 0923059061 METER ON EDMONDS 1190 EDMONDS PL NE TPN: 2270000020 1194 EDMONDS PL NE TPN: 2270000010 2430 NE 12TH ST TPN: 2309200010 JR HIGH SCHOOL 1416 EDMONDS AVE NE TPN: 0423059048 ED M O N D S A V E N E NE 12TH STREET G G G x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x 00 A 10 00 A 11 00 A 12 00 A 13 00 A 14 STA 9+82.2A, 38.0' L END CROSSWALK STA 9+78.6A, 48.8' L END CROSSWALK STA 9+78.6A, 55.0' L END STOP BAR STA 9+98.9A, 55.0' L END STOP BAR STA 10+21.0A, 51.7' L END CROSSWALK STA 10+24.9A, 34.4' L END CROSSWALK STA 10+36.1A, 23.1' L END CROSSWALK STA 9+67.3A, 24.3' R END STOP BAR STA 10+00.8A, 45.3' R END STOP BAR STA 10+20.6A, 45.4' R END STOP BAR STA 9+40.9A, 6.3' L END DBL YEL STA 11+37.0A, 0.0' R END DBL YEL STA 9+68.9A, 5.7' L END DBL YEL STA 9+68.9A, 5.2' L END STOP BAR STA 9+99.4A, 24.6' R BEGIN 29.1' RADIUS STA 9+99.3A, 43.3' R END YEL EXT STA 9+69.5A, 5.7' L END YEL EXT STA 10+41.6A, 0.0' R END DBL YEL STA 10+41.6A, 1.1' L END STOP BAR STA 10+57.4A, 0.8' L HYDRANT MARKER STA 10+37.0A, 19.6' R END CROSSWALK STA 10+26.0A, 22.8' R END CROSSWALK STA 10+85.0A, 0.8' L HYDRANT MARKER STA 10+41.2A, 21.0' L END STOP BAR STA 9+99.3A, 45.3' R DBL YEL STA 10+10.4A, 46.1' R END WIDE SOLID LANE R0 2 M A T C H L I N E S T A 14 + 2 0 A R0 2 M A T C H L I N E S T A 14 + 2 0 A STA 9+99.6A, 55.1' L END DBL YEL STA 9+99.8A, 71.2' L END DBL YEL STA 10+15.5A, 57.8' L END BIKE LANE STA 10+11.0A, 57.8' L END BIKE LANE STA 10+13.2A, 63.1' L CENTER BIKE SYMBOL STA 10+22.3A, 40.7' L END CROSSWALK STA 10+15.4A, 71.4' L END BIKE LANE STA 10+10.9A, 71.3' L END BIKE LANE STA 9+99.2A, 54.5' R DBL YEL STA 9+98.6A, 47.4' R HYDRANT MARKER STA 10+10.4A, 54.5' R END WIDE SOLID LANE STA 11+52.0A, 0.0' R END YEL RESTORATION AND CHANNELIZATION GENERAL NOTES RESTORATION KEYNOTES PROPOSED RESTORATION LEGEND CHANNELIZATION KEYNOTES CI T Y O F R E N T O N HI G H L A N D S R E S E R V O I R W A T E R M A I N IM P R O V E M E N T S P R O J E C T WT R - 2 7 - 3 8 8 8 0 2/ 4 / 2 0 2 6 IS S U E D F O R B I D D I N G DM F RJ F KEY PLAN DM F RJ F Fe b 4 , 2 0 2 6 Fe b 4 , 2 0 2 6 RE N 11 3 - 1 0 4 HI G H - D - 2 R E S T O . D W G SHOWN R01 57 71 0"1"2" DRAWING IS FULL SCALE WHEN BAR MEASURES 2" SCALE: DWG NO.: DA T E DE S C R I P T I O N RE V I S I O N S BY RE V I E W EN G I N E E R : SA V E D A T E : RE V I E W E D : PL O T D A T E : CL I E N T : FI L E N A M E : SHEET NO.: JO B N O . : NO . RESTORATION PLAN VIEW RE S T O R A T I O N , P A V E M E N T M A R K I N G S , A N D CH A N N E L I Z A T I O N P L A N S 0 1 NE 1 2 T H S T - E D M O N D S A V E T O H A R R I N G T O N A V E CHANNELIZATION AND PAVEMENT MARKINGS PLAN VIEW 1174 HARRINGTON AVE NE TPN: 7227801675 METER SERVICE ON HARRINGTON 1177 HARRINGTON AVE NE TPN: 7227801355 METER SERVICE ON HARRINGTON 2613 & 2615 NE 12TH ST TPN: 7227801345 1" LATERAL 3/4" METER ACCNT #003069 2607 & 2609 NE 12TH ST TPN: 7227801340 1" LATERAL 3/4" METER ACCNT #003067 JR HIGH SCHOOL 1416 EDMONDS AVE NE TPN: 0423059048 NA TPN: 7227801860 METER SERVICE ON HARRINGTON 2800 NE 12TH ST TPN: 7227801690 EXISTING 3/4" METER HA R R I N G T O N A V E N E NE 12TH STREET x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x TEL TEL TEL TEL TEL TEL TEL TEL TEL G 00 A 15 00 A 16 00 A 17 00 A 18 00 A 19 12'' DI W (565)12'' DI W (565)12'' DI W (565)12'' DI W (565)12'' DI W (565)12'' DI W (565)12'' DI W (565)12'' DI W (565)FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO MA T C H L I N E S T A 14 + 2 0 A MA T C H L I N E S T A 14 + 2 0 A MA T C H L I N E S T A 19 + 0 0 A MA T C H L I N E S T A 19 + 0 0 A STA 17+58.3A, 52.5' R EDGE OF ROAD STA 17+87.3A, 53.1' R EDGE OF ROAD STA 17+63.3A, 43.3' L EDGE OF ROAD STA 17+91.6A, 43.3' L EDGE OF ROAD R0 1 M A T C H L I N E S T A 14 + 2 0 A R0 1 M A T C H L I N E S T A 14 + 2 0 A R0 3 M A T C H L I N E S T A 19 + 0 0 A R0 3 M A T C H L I N E S T A 19 + 0 0 A MO N R O E A V E N E NE S U N S E T B L V D NE 12TH ST ED M O N D S A V E N E HA R R I N G T O N A V E N E OL Y M P I A A V E N E MO N R O E A V E N E R01 R02 R03 R04 R05 R06 R07 R08 R09 R1 0 1174 HARRINGTON AVE NE TPN: 7227801675 METER SERVICE ON HARRINGTON 1177 HARRINGTON AVE NE TPN: 7227801355 METER SERVICE ON HARRINGTON 2613 & 2615 NE 12TH ST TPN: 7227801345 1" LATERAL 3/4" METER ACCNT #003069 2607 & 2609 NE 12TH ST TPN: 7227801340 1" LATERAL 3/4" METER ACCNT #003067 JR HIGH SCHOOL 1416 EDMONDS AVE NE TPN: 0423059048 NA TPN: 7227801860 METER SERVICE ON HARRINGTON 2800 NE 12TH ST TPN: 7227801690 EXISTING 3/4" METER HA R R I N G T O N A V E N E NE 12TH STREET x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x TEL TEL TEL TEL TEL TEL TEL TEL TEL G 00 A 15 00 A 16 00 A 17 00 A 18 00 A 19 STA 16+47.0A, 0.0' L END DBL YEL STA 17+51.2A, 20.2' L END CROSSWALK STA 17+62.3A, 20.8' L END CROSSWALK STA 17+62.8A, 31.8' L END CROSSWALK STA 17+63.6A, 38.4' L END STOP BAR STA 17+78.0A, 37.6' L END STOP BAR STA 17+78.5A, 37.6' L DBL YEL STA 17+93.5A, 33.3' L END CROSSWALK STA 17+93.2A, 22.3' L END CROSSWALK STA 18+04.2A, 22.3' L END CROSSWALK STA 17+47.4A, 20.7' R END CROSSWALK STA 17+58.4A, 20.6' R END CROSSWALK STA 17+58.1A, 31.6' R END CROSSWALK STA 17+75.6A, 37.1' R END DBL YEL STA 17+74.9A, 52.9' R END DBL YEL STA 18+09.3A, 0.0' R END DBL YEL STA 18+01.7A, 21.5' R END CROSSWALK STA 17+90.7A, 21.5' R END CROSSWALK STA 17+90.0A, 32.5' R END CROSSWALK STA 17+88.3A, 37.5' R END STOP BAR STA 17+76.1A, 37.1' R END STOP BARSTA 17+76.1A, 43.9' R HYDRANT MARKER R0 1 M A T C H L I N E S T A 14 + 2 0 A R0 1 M A T C H L I N E S T A 14 + 2 0 A R0 3 M A T C H L I N E S T A 19 + 0 0 A R0 3 M A T C H L I N E S T A 19 + 0 0 A STA 18+09.2A, 20.6' L END STOP BAR STA 18+09.3A, 0.7' L END STOP BAR STA 14+30.2A, 0.8' L HYDRANT MARKER STA 16+32.0A, 0.0' L END YEL STA 17+42.4A, 0.0' R END DBL YEL STA 17+42.4A, 0.7' R END STOP BAR STA 17+42.4A, 19.8' R END STOP BAR STA 17+78.8A, 43.3' L DBL YEL RESTORATION AND CHANNELIZATION GENERAL NOTES RESTORATION KEYNOTES PROPOSED RESTORATION LEGEND CHANNELIZATION KEYNOTES CI T Y O F R E N T O N HI G H L A N D S R E S E R V O I R W A T E R M A I N IM P R O V E M E N T S P R O J E C T WT R - 2 7 - 3 8 8 8 0 2/ 4 / 2 0 2 6 IS S U E D F O R B I D D I N G DM F RJ F KEY PLAN DM F RJ F Fe b 4 , 2 0 2 6 Fe b 4 , 2 0 2 6 RE N 11 3 - 1 0 4 HI G H - D - 2 R E S T O . D W G SHOWN R02 58 71 0"1"2" DRAWING IS FULL SCALE WHEN BAR MEASURES 2" SCALE: DWG NO.: DA T E DE S C R I P T I O N RE V I S I O N S BY RE V I E W EN G I N E E R : SA V E D A T E : RE V I E W E D : PL O T D A T E : CL I E N T : FI L E N A M E : SHEET NO.: JO B N O . : NO . RESTORATION PLAN VIEW RE S T O R A T I O N , P A V E M E N T M A R K I N G S , A N D CH A N N E L I Z A T I O N P L A N S 0 2 NE 1 2 T H S T - E D M O N D S A V E T O H A R R I N G T O N A V E CHANNELIZATION AND PAVEMENT MARKINGS PLAN VIEW 1175 HARRINGTON PL NE TPN: 3122000000 2825 NE 12TH ST TPN: 7227802045 2801 NE 12TH ST TPN: 7227801680 1" METER ACCNT #003069 2810 NE 12TH ST TPN: 7227801685 EXISTING 3/4" METER ACCNT 2902 NE 12TH ST TPN: 7227802040 2908 NE 12TH ST TPN: 7227801776 EXISTING 1-1/2" METER ACCNT #3168-000 HA R R I N G T O N P L N E NE 12TH STREET x x x x 2800 NE 12TH ST TPN: 7227801690 EXISTING 3/4" METER 00 A 19 00 A 20 00 A 21 00 A 22 00 A 23 12'' DI W (565)12'' DI W (565)12'' DI W (565) FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO MA T C H L I N E S T A 19 + 0 0 A MA T C H L I N E S T A 19 + 0 0 A MA T C H L I N E S T A 23 + 8 0 A MA T C H L I N E S T A 23 + 8 0 A STA 22+89.9A, 44.4' R EDGE OF ROAD STA 23+13.5A, 48.6' R EDGE OF ROAD R0 2 M A T C H L I N E S T A 19 + 0 0 A R0 2 M A T C H L I N E S T A 19 + 0 0 A R0 4 M A T C H L I N E S T A 23 + 8 0 A R0 4 M A T C H L I N E S T A 23 + 8 0 A MO N R O E A V E N E NE S U N S E T B L V D NE 12TH ST ED M O N D S A V E N E HA R R I N G T O N A V E N E OL Y M P I A A V E N E MO N R O E A V E N E R01 R02 R03 R04 R05 R06 R07 R08 R09 R1 0 NE 12TH ST 1175 HARRINGTON PL NE TPN: 3122000000 2825 NE 12TH ST TPN: 7227802045 2801 NE 12TH ST TPN: 7227801680 1" METER ACCNT #003069 2810 NE 12TH ST TPN: 7227801685 EXISTING 3/4" METER ACCNT 2902 NE 12TH ST TPN: 7227802040 2908 NE 12TH ST TPN: 7227801776 EXISTING 1-1/2" METER ACCNT #3168-000 HA R R I N G T O N P L N E NE 12TH STREET x x x x 2800 NE 12TH ST TPN: 7227801690 EXISTING 3/4" METER 00 A 19 00 A 20 00 A 21 00 A 22 00 A 23 R0 2 M A T C H L I N E S T A 19 + 0 0 A R0 2 M A T C H L I N E S T A 19 + 0 0 A R0 4 M A T C H L I N E S T A 23 + 8 0 A R0 4 M A T C H L I N E S T A 23 + 8 0 A STA 21+41.9A, 0.8' R HYDRANT MARKER STA 19+33.0A, 0.0' L END YEL STA 22+93.5A, 31.5' R END CROSSWALK STA 22+92.2A, 41.4' R END CROSSWALK STA 23+13.1A, 35.7' R END CROSSWALK STA 23+11.8A, 45.6' R END CROSSWALK STA 19+18.0A, 0.0' R END DBL YEL RESTORATION AND CHANNELIZATION GENERAL NOTES RESTORATION KEYNOTES PROPOSED RESTORATION LEGEND CHANNELIZATION KEYNOTES CI T Y O F R E N T O N HI G H L A N D S R E S E R V O I R W A T E R M A I N IM P R O V E M E N T S P R O J E C T WT R - 2 7 - 3 8 8 8 0 2/ 4 / 2 0 2 6 IS S U E D F O R B I D D I N G DM F RJ F KEY PLAN DM F RJ F Fe b 4 , 2 0 2 6 Fe b 4 , 2 0 2 6 RE N 11 3 - 1 0 4 HI G H - D - 2 R E S T O . D W G SHOWN R03 59 71 0"1"2" DRAWING IS FULL SCALE WHEN BAR MEASURES 2" SCALE: DWG NO.: DA T E DE S C R I P T I O N RE V I S I O N S BY RE V I E W EN G I N E E R : SA V E D A T E : RE V I E W E D : PL O T D A T E : CL I E N T : FI L E N A M E : SHEET NO.: JO B N O . : NO . RESTORATION PLAN VIEW RE S T O R A T I O N , P A V E M E N T M A R K I N G S , A N D CH A N N E L I Z A T I O N P L A N S 0 3 NE 1 2 T H S T - H A R R I N G T O N A V E T O K I R K L A N D A V E CHANNELIZATION AND PAVEMENT MARKINGS PLAN VIEW FIRE STATION #12 1209 KIRKLAND AVE NE TPN: 7227801450 4" DCDA W/ 3/4" METER ACCNT #61583-001 1-1/2" IRR METER ACCNT #61583-002 2" DOM METER ACCNT #61583-000 1171 KIRKLAND AVE NE TPN: 7227801406 975 HARRINGTON PL NE TPN: 7227801405 3116 SUNSET BLVD NE TPN: 0423059095 3002 NE SUNSET BLVD TPN: 7227800285 KI R K L A N D A V E N E J E F F E R S O N A V E N E NE 12TH STREET OH P x x x 00 A 24 00 A 25 00 A 26 00 A 27 00 A 28 12'' DI W (565)12'' DI W (565) FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO MA T C H L I N E S T A 23 + 8 0 A MA T C H L I N E S T A 23 + 8 0 A MA T C H L I N E S T A 28 + 3 0 A MA T C H L I N E S T A 28 + 3 0 A NE 12TH STREET STA 27+45.4A, 82.3' R EDGE OF ROAD STA 27+12.9A, 83.0' R EDGE OF ROAD STA 27+07.6A, 67.5' L EDGE OF ROAD STA 27+44.8A, 68.0' L EDGE OF ROAD R0 3 M A T C H L I N E S T A 23 + 8 0 A R0 3 M A T C H L I N E S T A 23 + 8 0 A R0 5 M A T C H L I N E S T A 28 + 3 0 A R0 5 M A T C H L I N E S T A 28 + 3 0 A MO N R O E A V E N E NE S U N S E T B L V D NE 12TH ST ED M O N D S A V E N E HA R R I N G T O N A V E N E OL Y M P I A A V E N E MO N R O E A V E N E R01 R02 R03 R04 R05 R06 R07 R08 R09 R1 0 NE 12TH ST FIRE STATION #12 1209 KIRKLAND AVE NE TPN: 7227801450 4" DCDA W/ 3/4" METER ACCNT #61583-001 1-1/2" IRR METER ACCNT #61583-002 2" DOM METER ACCNT #61583-000 1171 KIRKLAND AVE NE TPN: 7227801406 975 HARRINGTON PL NE TPN: 7227801405 3116 SUNSET BLVD NE TPN: 0423059095 3002 NE SUNSET BLVD TPN: 7227800285 KI R K L A N D A V E N E JE F F E R S O N A V E N E NE 12TH STREET OH P x x x 00 A 24 00 A 25 00 A 26 00 A 27 00 A 28 NE 12TH STREET STA 25+12.7A, 15.3' L TRAFFIC ARROW STA 24+96.2A, 0.0' L END DBL YEL STA 24+96.2A, 10.5' L END WIDE SOLID LANE STA 25+78.2A, 15.8' L TRAFFIC ARROW STA 26+97.6A, 16.2' L END CROSSWALK STA 27+09.1A, 19.5' L END CROSSWALK STA 27+09.4A, 29.6' L END CROSSWALK STA 27+08.5A, 34.1' L END STOP BAR STA 27+28.5A, 34.0' L END STOP BAR STA 27+29.2A, 34.0' L END SOLID YEL STA 27+45.0A, 18.3' L END CROSSWALK STA 27+54.9A, 18.0' L END CROSSWALK STA 27+59.9A, 18.5' L END STOP BAR STA 28+22.2A, 6.9' R TRAFFIC ARROW STA 27+29.5A, 82.6' R END DBL YEL STA 27+43.7A, 40.2' R END STOP BAR STA 27+41.9A, 29.7' R END CROSSWALK STA 27+42.0A, 19.7' R END CROSSWALK STA 27+43.7A, 18.5' R END CROSSWALK STA 27+59.3A, 9.9' R END WHITE LANE STA 27+42.1A, 28.9' L END CROSSWALK R0 3 M A T C H L I N E S T A 23 + 8 0 A R0 3 M A T C H L I N E S T A 23 + 8 0 A R0 5 M A T C H L I N E S T A 28 + 3 0 A R0 5 M A T C H L I N E S T A 28 + 3 0 A STA 24+38.0A, 0.0' L END YEL STA 26+36.0A, 10.0' R END WHITE LANE STA 26+87.0A, 10.5' L END WIDE SOLID LANE STA 26+87.0A, 0.0' R END DBL YEL STA 27+87.5A, 1.0' L HYDRANT MARKER STA 27+59.0A, 0.2' L END DBL YEL STA 27+60.2A, 9.6' L END WHITE SOLID LANE STA 26+87.0A, 20.3' R END STOP BAR STA 26+92.0A, 20.2' R END CROSSWALK STA 27+02.0A, 20.2' R END CROSSWALK STA 27+14.4A, 39.1' R END CROSSWALK STA 27+26.1A, 40.4' R END DBL YEL STA 27+14.4A, 29.1' R END CROSSWALK STA 27+27.4A, 53.3' R HYDRANT MARKER STA 27+26.9A, 40.4' R END STOP BAR STA 26+86.0A, 9.9' R END WHITE LANE STA 26+87.0A, 0.8' R END STOP BAR STA 27+53.7A, 18.9' R END CROSSWALK STA 27+41.8A, 18.7' L END CROSSWALK STA 27+29.3A, 67.8' L END SOLID YEL STA 27+07.6A, 16.2' L END CROSSWALK STA 27+59.0A, 1.0' L END STOP BAR STA 24+94.3A, 16.1' L END CROSSWALK STA 24+84.3A, 16.1' L END CROSSWALK STA 24+40.0A, 16.0' L END CROSSWALK STA 24+50.0A, 16.0' L END CROSSWALK STA 24+36.6A, 20.3' R END CROSSWALK STA 24+46.6A, 20.3' R END CROSSWALK STA 24+97.7A, 20.2' R END CROSSWALK STA 24+87.7A, 20.2' R END CROSSWALK STA 28+03.6A, 9.5' L END WHITE SOLID LANE RESTORATION AND CHANNELIZATION GENERAL NOTES RESTORATION KEYNOTES PROPOSED RESTORATION LEGEND CHANNELIZATION KEYNOTES CI T Y O F R E N T O N HI G H L A N D S R E S E R V O I R W A T E R M A I N IM P R O V E M E N T S P R O J E C T WT R - 2 7 - 3 8 8 8 0 2/ 4 / 2 0 2 6 IS S U E D F O R B I D D I N G DM F RJ F KEY PLAN DM F RJ F Fe b 4 , 2 0 2 6 Fe b 4 , 2 0 2 6 RE N 11 3 - 1 0 4 HI G H - D - 2 R E S T O . D W G SHOWN R04 60 71 0"1"2" DRAWING IS FULL SCALE WHEN BAR MEASURES 2" SCALE: DWG NO.: DA T E DE S C R I P T I O N RE V I S I O N S BY RE V I E W EN G I N E E R : SA V E D A T E : RE V I E W E D : PL O T D A T E : CL I E N T : FI L E N A M E : SHEET NO.: JO B N O . : NO . RESTORATION PLAN VIEW RE S T O R A T I O N , P A V E M E N T M A R K I N G S , A N D CH A N N E L I Z A T I O N P L A N S 0 4 NE 1 2 T H S T - H A R R I N G T O N A V E T O K I R K L A N D A V E CHANNELIZATION AND PAVEMENT MARKINGS PLAN VIEW NA 3011 NE SUNSET BLVD TPN: 7227900019 METER SERVICE ON NENA 3123 NE SUNSET BLVD TPN: 0423059155 1" METER ACCNT #157203-000 1" IRR METER ACCNT #57203 3116 NE SUNSET BLVD TPN: 0423059095 3/4" IRR METER ACCNT #19835-000 3002 NE SUNSET BLVD TPN: 7227800285 METER SERVICE ON NE S U N S E T B L V D NE 12TH ST 00 A 29 00 A 30 00 A 31 00 A 32 12'' DI W (565) 16 ' ' D I W ( 4 3 5 ) 12'' RJ DI W (565)12'' DI W (565) 16 ' ' D I W ( 4 3 5 ) FO FO FO FO FO FO FO FO FO FO FO FO FO MA T C H L I N E S T A 28 + 3 0 A MA T C H L I N E S T A 28 + 3 0 A MA T C H L I N E S T A 32 + 4 0 A MA T C H L I N E S T A 32 + 4 0 A STA 29+56.3A, 34.9' R EDGE OF ROAD STA 29+50.0A, 41.4' R EDGE OF ROAD STA 29+37.7A, 45.7' R EDGE OF ROAD STA 30+96.2A, 73.4' L EDGE OF ROAD STA 30+47.8A, 105.1' L EDGE OF ROAD STA 30+04.8A, 66.5' R EDGE OF ROAD R0 4 M A T C H L I N E S T A 28 + 3 0 A R0 4 M A T C H L I N E S T A 28 + 3 0 A R0 6 M A T C H L I N E S T A 32 + 4 0 A R0 6 M A T C H L I N E S T A 32 + 4 0 A MO N R O E A V E N E NE S U N S E T B L V D NE 12TH ST ED M O N D S A V E N E HA R R I N G T O N A V E N E OL Y M P I A A V E N E MO N R O E A V E N E R01 R02 R03 R04 R05 R06 R07 R08 R09 R1 0 NA TPN: 7227900018 3011 NE SUNSET BLVD TPN: 7227900019 METER SERVICE ON NE SUNSET BLVDNA TPN: 722790UNKN 3123 NE SUNSET BLVD TPN: 0423059155 1" METER ACCNT #157203-000 1" IRR METER ACCNT #57203 3116 NE SUNSET BLVD TPN: 0423059095 3/4" IRR METER ACCNT #19835-000 3002 NE SUNSET BLVD TPN: 7227800285 METER SERVICE ON NE SUNSET BLVD NE S U N S E T B L V D NE 12TH ST 00 A 29 00 A 30 00 A 31 00 A 32 STA 29+59.8A, 19.5' R END CROSSWALK STA 30+34.4A, 26.5' R END CROSSWALK STA 30+32.4A, 27.5' R END CROSSWALK STA 29+63.7A, 23.8' R END CROSSWALK STA 29+97.4A, 28.9' L END CROSSWALK STA 30+73.3A, 21.5' L END CROSSWALK STA 29+86.4A, 21.8' L END CROSSWALK STA 29+23.8A, 24.2' R END CROSSWALK STA 29+40.6A, 19.9' R END STOP BAR STA 29+42.5A, 22.1' R END CROSSWALK STA 29+46.9A, 19.2' R END CROSSWALK STA 29+33.2A, 34.2' R END CROSSWALK STA 29+46.3A, 32.8' R END CROSSWALK STA 29+71.7A, 19.3' L END CROSSWALK STA 29+63.6A, 9.3' L END WHITE LANE STA 30+05.5A, 39.5' L END CROSSWALK STA 30+08.7A, 44.4' L END STOP BAR STA 29+57.1A, 34.5' R END CROSSWALK STA 30+76.2A, 0.3' R END DBL YEL STA 29+52.7A, 1.0' R END STOP BAR STA 29+27.2A, 7.1' R TRAFFIC ARROW STA 29+45.8A, 10.2' R END WIDE SOLID LANE STA 29+62.2A, 48.5' R END WHITE LANE STA 29+67.6A, 40.1' R END WHITE LANE STA 29+76.3A, 47.9' R END DBL YEL STA 29+80.9A, 40.8' R END DBL YEL STA 29+85.8A, 54.2' R END WIDE SOLID LANE STA 29+81.6A, 40.8' R END STOP BAR STA 29+93.5A, 42.5' R END WIDE SOLID LANE STA 29+99.9A, 51.5' R END WHITE LANE STA 30+05.3A, 43.1' R END WHITE LANE STA 30+19.6A, 42.9' R END STOP BAR STA 30+23.0A, 38.0' R END CROSSWALK STA 30+52.6A, 21.5' R END CROSSWALK STA 30+68.5A, 11.1' R END WHITE LANE STA 31+02.5A, 7.1' L TRAFFIC ARROW STA 31+89.2A, 6.7' L TRAFFIC ARROW STA 31+38.3A, 0.1' L HYDRANT MARKER STA 30+96.1A, 24.1' L END STOP BAR STA 30+67.5A, 92.2' L END WIDE SOLID LANE STA 30+77.2A, 86.0' L END DBL YEL STA 30+88.4A, 83.6' L END WHITE LANE STA 30+68.6A, 71.4' L HYDRANT MARKER STA 30+61.3A, 41.6' L END WHITE LANE STA 30+71.0A, 36.1' L END CROSSWALK STA 30+73.9A, 35.6' L END CROSSWALK STA 30+92.2A, 27.3' L END CROSSWALK STA 30+23.3A, 44.6' L END WHITE LANE STA 30+36.0A, 44.0' L END WIDE SOLID LANE STA 30+47.7A, 42.3' L END STOP BAR STA 30+48.7A, 42.3' L END DBL YEL STA 30+48.7A, 53.3' L TRAFFIC ARROW STA 30+50.5A, 86.6' L END WHITE LANE STA 29+53.2A, 0.1' R END DBL YEL R0 4 M A T C H L I N E S T A 28 + 3 0 A R0 4 M A T C H L I N E S T A 28 + 3 0 A R0 6 M A T C H L I N E S T A 32 + 4 0 A R0 6 M A T C H L I N E S T A 32 + 4 0 A STA 29+19.3A, 10.2' R END WIDE SOLID LANE STA 28+33.6A, 9.5' L END WHITE LANE STA 30+88.4A, 11.1' L END WIDE SOLID LANE STA 30+76.9A, 0.4' L END STOP BAR STA 31+26.0A, 10.8' L END WIDE SOLID LANE STA 31+56.0A, 10.6' L END WHITE LANE STA 28+89.3A, 10.1' R END WHITE LANE STA 30+77.7A, 25.1' L END CROSSWALK STA 30+91.9A, 27.7' L END CROSSWALK STA 30+86.5A, 37.9' L END CROSSWALK STA 30+64.1A, 25.5' L END CROSSWALK RESTORATION AND CHANNELIZATION GENERAL NOTES RESTORATION KEYNOTES PROPOSED RESTORATION LEGEND CHANNELIZATION KEYNOTES CI T Y O F R E N T O N HI G H L A N D S R E S E R V O I R W A T E R M A I N IM P R O V E M E N T S P R O J E C T WT R - 2 7 - 3 8 8 8 0 2/ 4 / 2 0 2 6 IS S U E D F O R B I D D I N G DM F RJ F KEY PLAN DM F RJ F Fe b 4 , 2 0 2 6 Fe b 4 , 2 0 2 6 RE N 11 3 - 1 0 4 HI G H - D - 2 R E S T O . D W G SHOWN R05 61 71 0"1"2" DRAWING IS FULL SCALE WHEN BAR MEASURES 2" SCALE: DWG NO.: DA T E DE S C R I P T I O N RE V I S I O N S BY RE V I E W EN G I N E E R : SA V E D A T E : RE V I E W E D : PL O T D A T E : CL I E N T : FI L E N A M E : SHEET NO.: JO B N O . : NO . RESTORATION PLAN VIEW RE S T O R A T I O N , P A V E M E N T M A R K I N G S , A N D CH A N N E L I Z A T I O N P L A N S 0 5 NE 1 2 T H S T - K I R K L A N D A V E T O M O N R O E A V E CHANNELIZATION AND PAVEMENT MARKINGS PLAN VIEW 1170 MONROE AVE NE TPN: 0923059170 3233 NE 12TH ST TPN: 7801300000 METER SERVICES ON LYNNWOODTPN: 7227900018 3316 NE 12TH ST TPN: 7736100015 3232 NE 12TH ST TPN: 0423059316 3224 NE 12TH ST TPN: 0423059169 3/4" METER ACCNT #7720-000 3218 NE 12TH ST TPN: 0423059182 1-1/2" METER ACCNT #17721-00 LY N N W O O D A V E N E M O N R O E A V E N E NE 12TH ST OHP OHP OH P OH P OH P OH P O H P OHP OHP OHP OHP OHP OHP O H P O H P OH P OH P OH P OH P OH P OH P OH P OH P OH P OH P OH P OH P OH P OH P OH P OH P OH P OH P OH P OH P OH P OH P OH P OH P OH P OH P OHP OHP OHP OHP OHP OH P OH P OH P OH P x x x x x xxxxxxxxxxxx x x x x xxxxxxxx x x x 00 A 33 00 A 34 00 A 35 00 A 36 12'' DI W (565)12'' DI W (565)12'' DI W (565) FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO MA T C H L I N E S T A 32 + 4 0 A MA T C H L I N E S T A 32 + 4 0 A MA T C H L I N E S T A 36 + 4 0 A MA T C H L I N E S T A 36 + 4 0 A STA 33+27.8A, 80.1' R EDGE OF ROAD STA 34+16.2A, 16.2' L EDGE OF ROAD STA 34+16.2A, 31.5' L EDGE OF ROAD STA 34+22.2A, 31.5' L EDGE OF ROAD STA 34+22.2A, 16.2' L EDGE OF ROAD STA 35+23.7A, 59.2' R EDGE OF ROAD STA 32+92.0A, 81.1' R EDGE OF ROAD STA 35+68.1A, 58.5' R EDGE OF ROAD R0 5 M A T C H L I N E S T A 32 + 4 0 A R0 5 M A T C H L I N E S T A 32 + 4 0 A R0 7 M A T C H L I N E S T A 36 + 4 0 A R0 7 M A T C H L I N E S T A 36 + 4 0 A MO N R O E A V E N E NE S U N S E T B L V D NE 12TH ST ED M O N D S A V E N E HA R R I N G T O N A V E N E OL Y M P I A A V E N E MO N R O E A V E N E R01 R02 R03 R04 R05 R06 R07 R08 R09 R1 0 1170 MONROE AVE NE TPN: 0923059170 3233 NE 12TH ST TPN: 7801300000 METER SERVICES ON LYNNWOODTPN: 7227900018 3316 NE 12TH ST TPN: 7736100015 3232 NE 12TH ST TPN: 0423059316 3224 NE 12TH ST TPN: 0423059169 3/4" METER ACCNT #7720-000 3218 NE 12TH ST TPN: 0423059182 1-1/2" METER ACCNT #17721-00 LY N N W O O D A V E N E MO N R O E A V E N E NE 12TH ST OHP OHP OH P OH P OH P OH P O H P OHP OHP OHP OHP OHP OHP O H P O H P OH P OH P OH P OH P OH P OH P OH P OH P OH P OH P OH P OH P OH P OH P OH P OH P OH P OH P OH P OH P OH P OH P OH P OH P OH P OH P OHP OHP OHP OHP OHP OH P OH P OH P OH P x x x x x xxxxxxxxxxxx x x x x xxxxxxxx x x x 00 A 33 00 A 34 00 A 35 00 A 36 STA 33+08.4A, 54.9' R HYDRANT MARKER STA 33+26.8A, 45.2' R END STOP BAR STA 33+09.7A, 45.6' R END STOP BAR STA 33+16.8A, 20.7' L END EDGE LINE STA 35+21.7A, 27.7' R END CROSSWALK STA 35+24.1A, 37.4' R END CROSSWALK STA 35+45.5A, 36.7' R END DBL YEL STA 35+46.5A, 59.0' R END DBL YEL STA 35+57.5A, 58.8' R END WIDE SOLID LANE STA 35+57.6A, 42.3' R HYDRANT MARKER STA 35+56.5A, 37.5' R END WIDE SOLID LANE STA 35+46.3A, 36.7' R END STOP BAR STA 35+67.7A, 36.3' R END STOP BAR STA 34+91.9A, 16.9' R TRAFFIC ARROW STA 35+17.4A, 12.1' R END WIDE SOLID LANE STA 35+67.5A, 30.8' R END CROSSWALKSTA 34+51.9A, 12.0' R END WIDE SOLID LANE R0 5 M A T C H L I N E S T A 32 + 4 0 A R0 5 M A T C H L I N E S T A 32 + 4 0 A R0 7 M A T C H L I N E S T A 36 + 4 0 A R0 7 M A T C H L I N E S T A 36 + 4 0 A STA 32+86.0A, 9.6' L END WHITE LANE STA 32+85.9A, 1.5' R END DBL YEL STA 32+53.5A, 12.2' R END WHITE LANE STA 33+31.9A, 11.9' R END WIDE BRKN LANE STA 34+20.3A, 16.9' R TRAFFIC ARROW STA 35+67.3A, 20.8' R END CROSSWALK STA 34+36.9A, 12.0' R END WIDE BRKN LANE STA 33+31.8A, 1.5' R END DBL YEL STA 35+17.4A, 1.6' R END DBL YEL STA 35+64.5A, 1.3' R END DBL YEL STA 32+85.9A, 12.4' R END WIDE SOLID LANE STA 32+68.5A, 12.3' R END WIDE SOLID LANE RESTORATION AND CHANNELIZATION GENERAL NOTES PROPOSED RESTORATION LEGEND RESTORATION KEYNOTES CHANNELIZATION KEYNOTES CI T Y O F R E N T O N HI G H L A N D S R E S E R V O I R W A T E R M A I N IM P R O V E M E N T S P R O J E C T WT R - 2 7 - 3 8 8 8 0 2/ 4 / 2 0 2 6 IS S U E D F O R B I D D I N G DM F RJ F KEY PLAN DM F RJ F Fe b 4 , 2 0 2 6 Fe b 4 , 2 0 2 6 RE N 11 3 - 1 0 4 HI G H - D - 2 R E S T O . D W G SHOWN R06 62 71 0"1"2" DRAWING IS FULL SCALE WHEN BAR MEASURES 2" SCALE: DWG NO.: DA T E DE S C R I P T I O N RE V I S I O N S BY RE V I E W EN G I N E E R : SA V E D A T E : RE V I E W E D : PL O T D A T E : CL I E N T : FI L E N A M E : SHEET NO.: JO B N O . : NO . RESTORATION PLAN VIEW RE S T O R A T I O N , P A V E M E N T M A R K I N G S , A N D CH A N N E L I Z A T I O N P L A N S 0 6 NE 1 2 T H S T - K I R K L A N D A V E T O M O N R O E A V E CHANNELIZATION AND PAVEMENT MARKINGS PLAN VIEW x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x T E L T E L OHP OHP OHP OH P OH P OH P OH P OHP OHP OHP OHP OHP x x x x x xxxxxx x x x x TELTELTELTELTEL TE L TE L TE L x x x x x x x x x x x x x x x x x x x x x TEL TE L 3323 NE 12TH ST TPN: 0923059183 3/4" METER ACCNT #59301-000 3317 NE 12TH ST TPN: 0923059162 3/4" METER ACCNT #24137-000 1204 MONROE AVE NE TPN: 7736100055 3/4" METER ACCNT #7801-000 3316 NE 12TH ST TPN: 7736100015 MO N R O E A V E N E NE 12TH ST OHP OHP OHP O H P O H P OH P OH P OH P O H P O H P O H P O H P O H P OHP OHP OHP OHP OHP OHP OH P x x x x x x x x x x x x x x x x x x TELTELTELTEL T E L TELTELTEL T E L PP TEL PP 3401 NE 12TH ST TPN: 0923059183 3/4" METER ACCNT #44306-000 3410 NE 12TH ST TPN: 0423059186 3327 NE 12TH ST TPN: 0923059183 3/4" METER ACCNT #7742-000 00 A 37 00 A 38 00 A 39 00 A 40 00B10 00B11 12'' DI W (565) 12'' DI W (565) 12'' DI W (565) 16'' DI W FO FO FO FO FO FO FO FO MA T C H L I N E S T A 36 + 4 0 A MA T C H L I N E S T A 36 + 4 0 A STA 37+07.4A, 47.4' L EDGE OF ROAD STA 37+36.2A, 48.0' L EDGE OF ROAD STA 38+50.3A, 22.4' L EDGE OF ROAD STA 38+67.0A, 23.0' L EDGE OF ROAD STA 37+94.0A, 13.6' R EDGE OF ROAD STA 37+94.1A, 16.6' R EDGE OF ROAD STA 38+55.1A, 13.6' R EDGE OF ROAD STA 38+55.4A, 30.2' R EDGE OF ROAD STA 38+63.7A, 30.2' R EDGE OF ROAD STA 38+75.7A, 13.6' R EDGE OF ROAD STA 38+72.8A, 13.6' R EDGE OF ROAD STA 39+70.6A, 13.7' R EDGE OF ROAD STA 39+38.8A, 13.7' R EDGE OF ROAD STA 39+32.8A, 13.7' R EDGE OF ROAD STA 39+72.8A, 62.1' L EDGE OF ROAD STA 39+49.4A, 61.4' L EDGE OF ROAD STA 38+63.4A, 13.6' R EDGE OF ROAD STA 39+57.5A, 13.7' R EDGE OF ROAD R0 8 M A T C H L I N E S T A 40 + 2 0 A R0 8 M A T C H L I N E S T A 40 + 2 0 A R0 6 M A T C H L I N E S T A 36 + 4 0 A R0 6 M A T C H L I N E S T A 36 + 4 0 A MO N R O E A V E N E NE S U N S E T B L V D NE 12TH ST ED M O N D S A V E N E HA R R I N G T O N A V E N E OL Y M P I A A V E N E MO N R O E A V E N E R01 R02 R03 R04 R05 R06 R07 R08 R09 R1 0 x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x T E L T E L OHP OHP OHP OH P OH P OH P OH P OHP OHP OHP OHP OHP x x x x x xxxxxx x x x x TELTELTELTELTEL TE L TE L TE L x x x x x x x x x x x x x x x x x x x x x TEL TE L 3323 NE 12TH ST TPN: 0923059183 3/4" METER ACCNT #59301-000 3317 NE 12TH ST TPN: 0923059162 3/4" METER ACCNT #24137-000 1204 MONROE AVE NE TPN: 7736100055 3/4" METER ACCNT #7801-000 3316 NE 12TH ST TPN: 7736100015 MO N R O E A V E N E NE 12TH ST OHP OHP OHP O H P O H P OH P OH P OH P O H P O H P O H P O H P O H P OHP OHP OHP OHP OHP OHP OH P x x x x x x x x x x x x x x x x x x TELTELTELTEL T E L TELTELTEL T E L PP TEL PP 3401 NE 12TH ST TPN: 0923059183 3/4" METER ACCNT #44306-000 3410 NE 12TH ST TPN: 0423059186 3327 NE 12TH ST TPN: 0923059183 3/4" METER ACCNT #7742-000 00 A 37 00 A 38 00 A 39 00 A 40 00B10 STA 36+96.2A, 13.4' L END EDGE LINE STA 37+03.8A, 26.1' L END STOP BAR STA 37+22.4A, 26.2' L END STOP BAR STA 37+46.1A, 13.0' L END EDGE LINE STA 39+36.8A, 1.8' L HYDRANT MARKER R0 8 M A T C H L I N E S T A 40 + 2 0 A R0 8 M A T C H L I N E S T A 40 + 2 0 A R0 6 M A T C H L I N E S T A 36 + 4 0 A R0 6 M A T C H L I N E S T A 36 + 4 0 A STA 39+48.3A, 0.7' L DBL YEL STA 37+90.0A, 11.0' R END EDGE LINE STA 36+96.8A, 0.2' R END DBL YEL STA 37+46.0A, 0.0' L END DBL YEL RESTORATION AND CHANNELIZATION GENERAL NOTES RESTORATION KEYNOTES PROPOSED RESTORATION LEGEND CHANNELIZATION KEYNOTES CI T Y O F R E N T O N HI G H L A N D S R E S E R V O I R W A T E R M A I N IM P R O V E M E N T S P R O J E C T WT R - 2 7 - 3 8 8 8 0 2/ 4 / 2 0 2 6 IS S U E D F O R B I D D I N G DM F RJ F KEY PLAN DM F RJ F Fe b 4 , 2 0 2 6 Fe b 4 , 2 0 2 6 RE N 11 3 - 1 0 4 HI G H - D - 2 R E S T O . D W G SHOWN R07 63 71 0"1"2" DRAWING IS FULL SCALE WHEN BAR MEASURES 2" SCALE: DWG NO.: DA T E DE S C R I P T I O N RE V I S I O N S BY RE V I E W EN G I N E E R : SA V E D A T E : RE V I E W E D : PL O T D A T E : CL I E N T : FI L E N A M E : SHEET NO.: JO B N O . : NO . RESTORATION PLAN VIEW RE S T O R A T I O N , P A V E M E N T M A R K I N G S , A N D CH A N N E L I Z A T I O N P L A N S 0 7 NE 1 2 T H S T - M O N R O E A V E T O O L Y M P I A A V E CHANNELIZATION AND PAVEMENT MARKINGS PLAN VIEW x x x x x x x x x x x x x x x x x x x x x x x x x x x x xxxxxxxxxx TEL TEL TE L TE L OHP OHP OHP OH P OH P OH P OH P x x x x x x x x x x x x OHP OHP OHP OHP OHP OHP OHP OHP x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x OHP NA TP N : 0 4 2 3 0 5 9 2 5 1 OL Y M P I A A V E N E NE 12TH ST TELTEL TELTEL 3417 NE 12TH ST TPN: 0923059183 3/4" METER ACCNT #54364-000 3501 NE 12TH ST TPN: 8062900035 3/4" METER ACCNT #7747-000 1203 PIERCE PL NE TPN: 0911500100 METER SERVICES ON PIERCE x x 00 A 41 00 A 42 00 A 43 12'' DI W (565) 12'' DI W (565) 16'' DI W 12'' DI W (565) STA 42+35.5A, 21.7' R EDGE OF ROAD STA 42+35.4A, 13.9' R EDGE OF ROAD STA 42+14.4A, 53.3' R EDGE OF ROAD STA 41+69.6A, 13.9' R EDGE OF ROAD STA 41+80.5A, 44.1' L EDGE OF ROAD STA 41+58.4A, 42.2' L EDGE OF ROAD STA 41+04.9A, 13.8' R EDGE OF ROAD STA 40+96.3A, 13.8' R EDGE OF ROAD STA 41+69.6A, 21.9' R EDGE OF ROAD STA 41+82.8A, 53.8' R EDGE OF ROADR0 7 M A T C H L I N E S T A 40 + 2 0 A R0 7 M A T C H L I N E S T A 40 + 2 0 A R0 9 M A T C H L I N E S T A 43 + 1 0 A R0 8 M A T C H L I N E S T A 43 + 1 0 A R0 9 M A T C H L I N E S T A 43 + 1 0 A R0 8 M A T C H L I N E S T A MO N R O E A V E N E NE S U N S E T B L V D NE 12TH ST ED M O N D S A V E N E HA R R I N G T O N A V E N E OL Y M P I A A V E N E MO N R O E A V E N E R01 R02 R03 R04 R05 R06 R07 R08 R09 R1 0 x x x x x x x x x x x x x x x x x x x x x x x x x x x x xxxxxxx xx x TEL TEL TE L TE L OHP OHP OHP OH P OH P OH P OH P x x x x x x x x x x x x OHP OHP OHP OHP OHP OHP OHP OHP x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x OHP NA TP N : 0 4 2 3 0 5 9 2 5 1 OL Y M P I A A V E N E NE 12TH ST TELTEL TELTEL 3417 NE 12TH ST TPN: 0923059183 3/4" METER ACCNT #54364-000 3501 NE 12TH ST TPN: 8062900035 3/4" METER ACCNT #7747-000 1203 PIERCE PL NE TPN: 0911500100 METER SERVICES ON PIERCE x x 00 A 41 00 A 42 00 A 43 STA 42+31.3A, 12.0' R END EDGE LINE STA 41+98.7A, 30.3' R END STOP BAR STA 42+12.8A, 30.0' R END STOP BAR STA 41+63.0A, 11.5' R END EDGE LINE R0 7 M A T C H L I N E S T A 40 + 2 0 A R0 7 M A T C H L I N E S T A 40 + 2 0 A R0 9 M A T C H L I N E S T A 43 + 1 0 A R0 8 M A T C H L I N E S T A 43 + 1 0 A R0 9 M A T C H L I N E S T A 43 + 1 0 A R0 8 M A T C H L I N E S T A STA 41+63.3A, 0.0' R END DBL YEL STA 42+21.1A, 0.0' R END YEL RESTORATION AND CHANNELIZATION GENERAL NOTES RESTORATION KEYNOTES PROPOSED RESTORATION LEGEND CHANNELIZATION KEYNOTES CI T Y O F R E N T O N HI G H L A N D S R E S E R V O I R W A T E R M A I N IM P R O V E M E N T S P R O J E C T WT R - 2 7 - 3 8 8 8 0 2/ 4 / 2 0 2 6 IS S U E D F O R B I D D I N G DM F RJ F KEY PLAN DM F RJ F Fe b 4 , 2 0 2 6 Fe b 4 , 2 0 2 6 RE N 11 3 - 1 0 4 HI G H - D - 2 R E S T O . D W G SHOWN R08 64 71 0"1"2" DRAWING IS FULL SCALE WHEN BAR MEASURES 2" SCALE: DWG NO.: DA T E DE S C R I P T I O N RE V I S I O N S BY RE V I E W EN G I N E E R : SA V E D A T E : RE V I E W E D : PL O T D A T E : CL I E N T : FI L E N A M E : SHEET NO.: JO B N O . : NO . RESTORATION PLAN VIEW RE S T O R A T I O N , P A V E M E N T M A R K I N G S , A N D CH A N N E L I Z A T I O N P L A N S 0 8 NE 1 2 T H S T - M O N R O E A V E T O O L Y M P I A A V E CHANNELIZATION AND PAVEMENT MARKINGS PLAN VIEW xxxxxxx OH P OH P x x x OHP OHP PI E R C E P L N E 3515 NE 12TH ST TPN: 8062900040 3/4" METER ACCNT #46676-000 OHP OHP OHP OHP OHP OHP OH P OH P OH P OHP OHP OHP OHP OHP OHP OH P OH P OH P OH P OH P OH P OH P x x OH P OH P OH P OH P x 8'' AC W (565)8'' AC W (565)8'' AC W (565) OH P OH P OH P OH P OH P O H P O H P OHP OHP 1204 PIERCE PL NE TPN:0911500160 METER SERVICES ON PIERCE 1203 QUEEN AVE NE TPN:0911500105 METER SERVICES ON QUEEN 1203 PIERCE PL NE TPN: 0911500100 METER SERVICES ON QUEEN 1159 PIERCE AVE NE TPN: 8062900005 3607 NE 12TH ST TPN: 0923059205 3/4" METER ACCNT #45388-000 3613 NE 12TH ST TPN: 0923059252 6 A C W ( 5 6 5 ) 6 A C W ( 5 6 5 ) 6 A C W ( 5 6 5 ) 6 A C W ( 5 6 5 ) 6 A C W ( 5 6 5 ) xxxxxxx x x x xxxxx xxxxxxxx x xxxxxxxxxxxxxxxxxx x x x x x QU E E N A V E N E NE 12TH ST PI E R C E A V E N E 1203 PIERCE PL NE TPN: 0911500100 METER SERVICES ON PIERCE 00 A 44 00 A 45 00 A 46 00 A 4712'' DI W (565) STA 44+98.2A, 14.5' R EDGE OF ROAD STA 44+98.1A, 26.4' R EDGE OF ROAD STA 45+03.4A, 32.3' R EDGE OF ROAD STA 45+29.3A, 32.1' R EDGE OF ROAD STA 45+38.1A, 14.6' R EDGE OF ROAD STA 46+67.0A, 15.0' R EDGE OF ROAD STA 46+67.1A, 13.6' L EDGE OF ROAD STA 45+38.2A, 23.7' R EDGE OF ROAD R0 8 M A T C H L I N E S T A 43 + 1 0 A R0 8 M A T C H L I N E S T A 43 + 1 0 A MO N R O E A V E N E NE S U N S E T B L V D NE 12TH ST ED M O N D S A V E N E HA R R I N G T O N A V E N E OL Y M P I A A V E N E MO N R O E A V E N E R01 R02 R03 R04 R05 R06 R07 R08 R09 R1 0 xxxxxxx OH P OH P x x x OHP OHP PI E R C E P L N E 3515 NE 12TH ST TPN: 8062900040 3/4" METER ACCNT #46676-000 OHP OHP OHP OHP OHP OHP OH P OH P OH P OHP OHP OHP OHP OHP OHP OH P OH P OH P OH P OH P OH P OH P x x OH P OH P OH P OH P x 8'' AC W (565)8'' AC W (565)8'' AC W (565) OH P OH P OH P OH P OH P O H P O H P OHP OHP 1204 PIERCE PL NE TPN:0911500160 METER SERVICES ON PIERCE 1203 QUEEN AVE NE TPN:0911500105 METER SERVICES ON QUEEN 1203 PIERCE PL NE TPN: 0911500100 METER SERVICES ON QUEEN 1159 PIERCE AVE NE TPN: 8062900005 3607 NE 12TH ST TPN: 0923059205 3/4" METER ACCNT #45388-000 3613 NE 12TH ST TPN: 0923059252 6 A C W ( 5 6 5 ) 6 A C W ( 5 6 5 ) 6 A C W ( 5 6 5 ) 6 A C W ( 5 6 5 ) 6 A C W ( 5 6 5 ) xxxxxxx x x x xxxxx xxxxxxxx x xxxxxxxxxxxxxxxxxx x x x x x QU E E N A V E N E NE 12TH ST PI E R C E A V E N E 1203 PIERCE PL NE TPN: 0911500100 METER SERVICES ON PIERCE 00 A 44 00 A 45 00 A 46 00 A 47 STA 45+30.1A, 12.8' R END EDGE LINE STA 45+26.8A, 29.9' R END STOP BAR STA 45+17.0A, 29.6' R END STOP BAR STA 43+95.2A, 12.4' L END EDGE LINE STA 44+97.1A, 12.8' R END EDGE LINE STA 44+97.2A, 1.7' R HYDRANT MARKER R0 8 M A T C H L I N E S T A 43 + 1 0 A R0 8 M A T C H L I N E S T A 43 + 1 0 A STA 43+50.1A, 12.4' L END EDGE LINE STA 46+67.0A, 13.2' R END EDGE LINE STA 46+67.1A, 10.6' L END EDGE LINE STA 43+95.2A, 0.0' END YEL STA 45+00.2A, 0.0' END YEL STA 45+30.1A, 0.0' R END YEL STA 46+60.1A, 0.0' R END YEL STA 43+51.1A, 0.0' R END YEL RESTORATION AND CHANNELIZATION GENERAL NOTES RESTORATION KEYNOTES PROPOSED RESTORATION LEGEND CHANNELIZATION KEYNOTES CI T Y O F R E N T O N HI G H L A N D S R E S E R V O I R W A T E R M A I N IM P R O V E M E N T S P R O J E C T WT R - 2 7 - 3 8 8 8 0 2/ 4 / 2 0 2 6 IS S U E D F O R B I D D I N G DM F RJ F KEY PLAN DM F RJ F Fe b 4 , 2 0 2 6 Fe b 4 , 2 0 2 6 RE N 11 3 - 1 0 4 HI G H - D - 2 R E S T O . D W G SHOWN R09 65 71 0"1"2" DRAWING IS FULL SCALE WHEN BAR MEASURES 2" SCALE: DWG NO.: DA T E DE S C R I P T I O N RE V I S I O N S BY RE V I E W EN G I N E E R : SA V E D A T E : RE V I E W E D : PL O T D A T E : CL I E N T : FI L E N A M E : SHEET NO.: JO B N O . : NO . RESTORATION PLAN VIEW RE S T O R A T I O N , P A V E M E N T M A R K I N G S , A N D CH A N N E L I Z A T I O N P L A N S 0 9 NE 1 2 T H S T - O L Y M P I A A V E T O Q U E E N A V E CHANNELIZATION AND PAVEMENT MARKINGS PLAN VIEW 1409 & 1417 MONROE AVE NE TPN: 0423059104 3/4" METER ACCNT #7730-000 1408 MONROE AVE NE TPN: 7736100030 3/4" METER ACCNT #7809-000 1400 MONROE AVE NE TPN: 7736100035 3/4" METER ACCNT #7808-000 1324 MONROE AVE NE TPN: 7736100036 3/4" METER ACCNT #7807-000 1333 MONROE AVE NE TPN: 0423059111 3/4" METER ACCNT #57275-000 1401 MONROE AVE NE TPN: 0423059126 3/4" METER ACCNT #28758-000 1416 MONROE AVE NE TPN: 7736100020 NA TP N : 0 4 2 3 0 5 T R C T NA TPN: 7736100025 N E S U N S E T B L V D MONROE AVE. NE OHP OHP OHP OHP OHP OH P OHP O H P O H P O H P O H P OH P OHP OH P OH P OH P OH P OH P OH P x x xxxxxxxxxx x xx x x xxx x x x x 13 1 5 M O N R O E A V E N E TP N : 7 7 3 6 1 0 0 0 0 3 00 B 15 00 B 16 00 B 17 00 B 18 00 B 19 8'' DI W (565)8'' DI W (565) STA 14+72.3B, 13.0' R EDGE OF ROAD STA 15+20.8B, 30.0' L EDGE OF ROAD STA 14+72.6B, 17.2' L EDGE OF ROAD STA 14+80.5B, 30.0' L EDGE OF ROAD STA 16+51.4B, 22.3' L EDGE OF ROAD STA 16+40.8B, 22.4' L EDGE OF ROAD STA 17+45.2B, 14.8' L EDGE OF ROAD STA 17+45.1B, 13.0' R EDGE OF ROAD STA 16+09.4B, 30.0' L EDGE OF ROAD STA 16+15.4B, 14.7' L EDGE OF ROAD STA 16+15.4B, 30.0' L EDGE OF ROAD STA 16+36.0B, 14.6' L EDGE OF ROAD STA 16+56.3B, 14.6' L EDGE OF ROAD STA 15+27.2B, 15.5' L EDGE OF ROAD STA 16+09.4B, 14.7' L EDGE OF ROAD MO N R O E A V E N E NE S U N S E T B L V D NE 12TH ST ED M O N D S A V E N E HA R R I N G T O N A V E N E OL Y M P I A A V E N E MO N R O E A V E N E R01 R02 R03 R04 R05 R06 R07 R08 R09 R1 0 RESTORATION AND CHANNELIZATION GENERAL NOTES RESTORATION KEYNOTES PROPOSED RESTORATION LEGEND CI T Y O F R E N T O N HI G H L A N D S R E S E R V O I R W A T E R M A I N IM P R O V E M E N T S P R O J E C T WT R - 2 7 - 3 8 8 8 0 2/ 4 / 2 0 2 6 IS S U E D F O R B I D D I N G DM F RJ F KEY PLAN DM F RJ F Fe b 4 , 2 0 2 6 Fe b 4 , 2 0 2 6 RE N 11 3 - 1 0 4 HI G H - D - 2 R E S T O . D W G SHOWN R10 66 71 0"1"2" DRAWING IS FULL SCALE WHEN BAR MEASURES 2" SCALE: DWG NO.: DA T E DE S C R I P T I O N RE V I S I O N S BY RE V I E W EN G I N E E R : SA V E D A T E : RE V I E W E D : PL O T D A T E : CL I E N T : FI L E N A M E : SHEET NO.: JO B N O . : NO . RESTORATION PLAN VIEW RE S T O R A T I O N , P A V E M E N T M A R K I N G S , A N D CH A N N E L I Z A T I O N P L A N S 1 0 MO N R O E A V E - N E 1 2 T H S T T O S U N S E T A V E T1 TYP. 4. WHEN POOR QUALITY FOUNDATION IS ENCOUNTERED BELOW THE BEDDING MATERIAL, OR WHEN DIRECTED BY THE ENGINEER, OVER-EXCAVATE AND PROVIDE AND INSTALL CSBC, MEETING THE REQUIREMENTS OF STD. SPEC. 9-03.9(2). THE USE OF GEOTEXTILE SEPARATION FABRIC MAY ALSO BE REQUIRED BY THE ENGINEER TO STABILIZE THE BASE. 5. RECYCLED MATERIAL AS DEFINED BY WSDOT STD. SPEC. 9-03.21 SHALL NOT BE ALLOWED IN ANY PIPE ZONE BEDDING OR TRENCH BACKFILL. TRENCH BACKFILL MATERIALS AND CONDITIONS 1. BEDDING AND BACKFILL SHALL BE COMPACTED TO 95% OF MAXIMUM DENSITY WITHIN TRAVELED ROADWAYS AND SHOULDERS. CONTRACTOR SHALL ADD WATER AS NECESSARY TO OBTAIN OPTIMUM MOISTURE CONTENT AS DETERMINED BY COMPACTION TESTING PROCTOR. 2.ALL TRENCHING AND SHORING TO BE DONE IN ACCORDANCE WITH OSHA AND WISHA STANDARDS. CONTRACTOR SHALL BE RESPONSIBLE FOR TRENCH SAFETY AND EXCAVATION AS SOIL CONDITIONS CHANGE IN THE FIELD. PIPE COVER DEPTH OF COVER MEASURED FROM FINISHED GRADE TO TOP OF WATER MAIN. 1.MIN. 36" FOR WATER MAIN 10" DIAMETER OR SMALLER 2.MIN. 48" FOR WATER MAIN 12" DIAMETER OR LARGER 3.MIN. 24" FOR STORM DRAIN PIPE NOTES: 1.DEEPER EXCAVATION MAY BE REQUIRED DUE TO LOCALIZED BREAKS IN GRADE OR TO INSTALL THE PROPOSED PIPE UNDER EXISTING UTILITIES AND WILL BE INCIDENTAL TO THE CONTRACT. 2.WHERE THE PROFILE OF THE PIPELINE AND GROUND SURFACE IS SHOWN ON THE PLANS, THE PIPELINE SHALL BE CONSTRUCTED TO THE ELEVATIONS SHOWN REGARDLESS OF DEPTH. 3.THE LOCATION OF THE BLOW-OFF (LOW POINTS) AND AIR VALVE (HIGH POINTS) ASSEMBLIES ARE SHOWN ON THE PLANS. UNLESS OTHERWISE NOTED, THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING A CONTINUOUSLY FALLING PIPE SLOPE. THE CONTRACTOR SHALL NOT CREATE LOCAL HIGH OR LOW POINTS EXCEPT WHERE SPECIFICALLY DETAILED IN THESE PLANS OR DIRECTED BY THE OWNER'S FIELD REPRESENTATIVE. CREATION OF A LOCAL HIGH OR LOW POINT WOULD MATERIALLY AFFECT THE OPERATION OF THE PROPOSED SYSTEM AND WILL THEREFORE REQUIRE THAT THE PIPELINE BE REMOVED AND REINSTALLED WITHOUT A LOCAL HIGH OR LOW POINT AT THE CONTRACTOR'S EXPENSE. UNDISTURBED NATIVE SOIL PROPOSED PAVEMENT EXISTING PAVEMENTUNDISTURBED NATIVE SOIL COMPACTED TRENCH BACKFILL IMPORTED TOPSOIL MIX COMPACTED CSTC EXISTING GRAVEL/BALLAST PROPOSED PAVEMENT EXISTING PAVEMENT COMPACTED FOUNDATION GRAVEL OR CSBC PROPOSED LANDSCAPING EXISTING LANDSCAPING TRENCH NOTES TRENCH AND SURFACE RESTORATION LEGEND EXISTING GRADE TRENCH WIDTH PER SPECIAL PROVISION SECTION 7-08.3 PIPE SIZE AND MATERIAL AS SPECIFIED 12" MIN. 6" MIN. EXCAVATION LIMITS DEPTH VARIES PER PLAN, PROFILE, AND PIPE COVER NOTES ON THIS SHEET TYPICAL LONGITUDINAL WATER MAIN AND STORM PIPE TRENCH DETAIL WITH OVERLAY NOT TO SCALE 12" MIN. 3" MIN ALL SIDES 8" 9" SAND 36" MIN.6" MIN. 6" MIN. 6" MIN.6" MIN. SEE NOTE 2 SEE NOTE 1 CROSSING SANITARY OR STORM SEWER ELEVATIONSECTION CLSM ENCASEMENT DETAIL NOT TO SCALE 1.THE NEW CROSSING SANITARY OR STORM SEWER SHALL BE ENCASED IF THE VERTICAL SEPARATION IS AS FOLLOWS: A)SANITARY OR STORM SEWER LINE LOCATED LESS THAN 6" OF CLEARANCE BELOW EXISTING POTABLE WATER MAIN; OR B)NEW SANITARY OR STORM SEWER LINE LOCATED LESS THAN 18" ABOVE EXISTING POTABLE WATER MAIN. ALTERNATIVELY, THE EXISTING WATER MAIN MAY BE ENCASED WITH OWNER APPROVAL. 2.NEW WATER MAIN SHALL BE ENCASED IF THE WATER MAIN IS CROSSING BELOW EXISTING SANITARY OR STORM SEWER WITH LESS THAN 18" OF CLEARANCE. CLSM ENCASEMENT MIN. 10' EITHER SIDE OF PIPE CROSSING. 3.CLSM ENCASEMENT SHALL BE AT THE DISCRETION OF THE CITY OF RENTON. 4.CLSM MIX TO BE FLOWABLE, NON-SEGREGATING, EXCAVATABLE, AND CONFORM TO THE FOLLOWING: ·MIX TO CONTAIN NO FLY ASH OR CHLORIDES WHEN IN CONTACT WITH FERROUS METAL PIPE SUCH AS WELDED STEEL PIPE, DUCTILE IRON PIPE OR CAST IRON PIPE. ·MAXIMUM COMPRESSIVE STRENGTH: 150 PSI. ·MINIMUM 28-DAY COMPRESSIVE STRENGTH: 50 PSI. ·FLOWABILITY: 8 INCH +/- 1 INCH SPREAD DIAMETER USING A THREE (3) INCH DIAMETER BY SIX (6) INCH LONG CYLINDER PER ASTM D 6103 – STANDARD TEST METHOD FOR FLOW CONSISTENCY OF CLSM. PROTECT CLSM FOR AT LEAST 24 HOURS AFTER PLACEMENT OR AS NECESSARY TO PREVENT DISPLACEMENT BY CONSTRUCTION ACTIVITIES OR TRAFFIC. CLSM PLACING MAY BE STARTED IF WEATHER CONDITIONS ARE FAVORABLE, WHEN THE TEMPERATURE IS A MINIMUM OF 34 DEGREES FAHRENHEIT AND RISING. AT THE TIME OF PLACEMENT, CLSM MUST HAVE A TEMPERATURE OF AT LEAST 40 DEGREES FAHRENHEIT. PLACING SHALL STOP WHEN THE TEMPERATURE IS 38 DEGREES FAHRENHEIT OR LESS AND FALLING. CLSM SHALL NOT BE PLACED ON FROZEN GROUND. CURE CLSM FOR THE FOLLOWING MINIMUM DURATIONS PRIOR TO PLACEMENT OF ANY MATERIAL DIRECTLY OVER THE CLSM. IF TRAFFIC MUST BE RESTORED PRIOR TO THE DURATION STATED, OR THE OPEN EXCAVATION MUST BE CLOSED FOR SAFETY, SPAN THE EXCAVATION WITH TEMPORARY PLATING APPROPRIATE FOR THE ANTICIPATED LOADING. COLD WEATHER MAY REQUIRE MORE TIME. CURING ACCELERATORS MAY BE USED TO REDUCE THESE TIMES IF APPROVED BY THE OWNER. ·PIPE ENCASEMENT: 4 HOURS. ·NON-TRAFFIC: 24 HOURS. ·VEHICULAR TRAFFIC UNDER 5,000 LBS PER AXLE: 48 HOURS ·VEHICULAR TRAFFIC OVER 5,000 LBS PER AXLE: 72 HOURS T4 TYP. TRENCH CLEARANCES NOT TO SCALE *WHERE MIN. CLEARANCE BETWEEN POTABLE WATER AND SEWER CAN NOT BE ACHIEVED, THE SEWER SHALL BE CONCRETE ENCASED PER CITY STANDARDS. CONCRETE ENCASEMENT SHALL EXTEND MIN. 10' EACH WAY FROM THE POINT OF THE UTILITY CROSSING. WHERE WATER AND SEWER ARE INSTALLED PARALLEL, CONCRETE ENCASEMENT SHALL BE FULL LENGTH. SANITARY SEWER CROSSING 18" MIN* ABOVE SANITARY SEWER PARALLEL 10' MIN.* FROM OTHER UTILITIES 36" MIN. FROM SS1 D04 WHERE 3" SCH. 80 PVC CONDUIT IS INSTALLED, EXPAND EXCAVATION LIMITS BY 12" MIN. AND PROVIDE JOINT UTILITY TRENCH T5 TYP. EXISTING GRADE UTILITY PROTECTION DETAIL NOT TO SCALE SEE NOTE 5UTILITY PROTECTION NOTES: 1.PROVIDE TRENCH SHORING AS REQUIRED AND APPROPRIATE TO EXCAVATE AND PROTECT ADJACENT UTILITIES. CONFIRM TYPE, SIZE, AND MATERIAL OF ADJACENT UTILITIES, AS WELL AS BEDDING AND BACKFILL MATERIAL, AND PROVIDE APPROPRIATE PROTECTION MEASURES. 2.TRENCH SHORING IS TO BE INSTALLED AS EXCAVATION PROGRESSES IN A MANNER TO MINIMIZE THE AREA OF UNSUPPORTED TRENCH AND MAINTAIN POSITIVE PRESSURE ON THE TRENCH WALLS. LIMIT EXCAVATION AHEAD OF INSTALLED PIPE TO TWO PIPE LENGTHS. BACKFILL AND COMPACT AS INSTALLATION PROGRESSES IN A MANNER THAT MINIMIZES THE AREA OF UNSUPPORTED TRENCH. 3.TRENCH SHIELDING (TRENCH BOX) IS ACCEPTABLE AT THE PIPE BELL LOCATION FOR PIPE INSTALLATION PROVIDED THAT THE TRENCH WALL AHEAD OF THE TRENCH BOX IS SUPPORTED WITH SHORING. REMOVAL OF SHORING FOR MOVEMENT OF TRENCH BOX TO THE SUBSEQUENT PIPE BELL LOCATION SHALL OCCUR IN A MANNER TO MINIMIZE THE AREA OF UNSUPPORTED TRENCH. 4.THE CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT ALL TRENCH SHORING, SHIELDING AND SAFETY MEASURES COMPLY TO OSHA RULES AND REGULATIONS. 5.POTHOLE AND PROTECT ADJACENT UTILITIES LOCATED WITHIN A ANTICIPATED SKIN-TO-SKIN DISTANCE OF 2 TIMES THE EXCAVATION LIMITS OF THE PROPOSED TRENCH, OR MIN. 5' WHICHEVER IS GREATER. 6.TV INSPECTION FOR DAMAGE REQUIRED AT ALL STORM CROSSINGS WHERE PROPOSED WATERMAIN IS INSTALLED WITH 12" OR LESS VERTICAL SEPARATION. TRENCH WIDTH PER SPECIAL PROVISIONS SECTION 7-08.3 CONTRACTOR DESIGNED SHORING AS REQUIRED FOR PROTECT THE EXISTING AND ADJACENT UTILITIES AND CONSTRUCT THE PROPOSED IMPROVEMENTS, TYP. CONFIRM BEDDING AND BACKFILL MATERIAL DURING POTHOLE OF ADJACENT UTILITIES AND PLAN PROTECTION OF UTILITY ACCORDINGLY, TYP. PROTECT ALL UTILITIES IN PLACE. UTILITIES SCHEDULED FOR REPLACEMENT MAY BE SECTIONED OUT WITH TEMPORARY REPAIR UNTIL FINAL REPAIR. CONFLICTING SEWER UTILITIES SHALL BE REPORTED TO THE OWNER AND WILL BE RELOCATED PER DETAIL SS1 D03 SEE NOTE 5 EXISTING CATCH BASIN EXISTING SEWER, POTHOLE AT ALL CROSSINGS EXISTING STORM, POTHOLE AT ALL CROSSINGS 1' MIN.1' MIN. PERMANENT HMA, CL 1/2" PG 58H-22 TO MATCH THICKNESS OF EXISTING ASPHALT OR 8" MINIMUM. SAND BEDDING MATERIAL PER SECTION 9-03.13 OF THE STANDARD SPECIFICATIONS RED ELECTRICAL WARNING TAPE CENTERED OVER CONDUIT IN TRENCH 3" SCH. 80 PVC CONDUIT (WHERE APPLICABLE) UPPER LIMIT PIPE ZONE TRENCH BACKFILL, GRAVEL BORROW PER SECTION 9-03.14(1) AND COMPACTED IN 6" MAX. LIFTS TO 95% MAXIMUM DRY DENSITY (MDD) AS DETERMINED BY MODIFIED PROCTOR TEST (ASTM D1557). PIPE ZONE BEDDING, CSBC PER SECTION 9-03.9(3) AND COMPACTED IN 6" MAX. LIFTS TO 95% MAXIMUM DRY DENSITY (MDD) AS DETERMINED BY MODIFIED PROCTOR TEST (ASTM D1557). LOWER LIMIT PIPE ZONE CSBC COMPACTED TO A NON-YIELDING CONDITION REQ'D FOR UNSTABLE SOILS, SEE TRENCH NOTE 4 NATIVE IN-SITU MATERIAL WHERE DIRECTED BY THE ENGINEER, PROVIDE A LAYER OF NON-WOVEN GEOTEXTILE PER SECTION 9-33.2(1) TABLE 3, MIRAFI 160N OR EQUAL AS SEPARATION BETWEEN FOUNDATION MATERIAL AND IN-SITU. POLYWRAP REQUIRED FOR WATER MAIN COMPACT BEDDING AND BACKFILL WITH HAND OPERATED MECHANICAL COMPACTOR TO 1-FT ABOVE PIPE CROWN, HOE PACK MAY BE USED ABOVE 1-FT. CONTRACTOR SHALL NOT DAMAGE PIPE. LOCATING MARKING TAPE, LOCATE 12" ABOVE TOP OF PROPOSED WATER PIPE. ALTERNATE BACK SLOPE AT CONTRACTORS OPTION AND AT NO ADDITIONAL COST TO THE CITY OF RENTON, SEE RESTORATION NOTES ON DWG D02 FOR ADDITIONAL INFORMATION. CSTC PER SECTION 9-03.9(3) COMPACTED TO 95% OF MAX DENSITY, MIN. 6" THICKNESS. EXISTING PAVEMENT 2" GRIND AND REMOVAL OR PLANE. SEAL WITH AR-400W (EACH SIDE). OVERLAY WITH 2" HMA CL 1/2" PG 58H-22 CONFIRM BEDDING AND BACKFILL MATERIAL DURING POTHOLE OF ADJACENT UTILITIES AND PLAN PROTECTION OF UTILITY ACCORDINGLY, TYP. EXISTING STORM, POTHOLE AT ALL CROSSINGS PROPOSED WATER MAIN EXISTING WATER MAIN SAWCUT AFTER BACKFILL (EACH SIDE) 2" HMA CL 1/2" PG 58H-22 AH F RJ F Fe b 4 , 2 0 2 6 Fe b 4 , 2 0 2 6 RE N 11 3 - 1 0 4 HI G H - D - 2 C 0 6 . D W G SHOWN D01 67 71 0"1"2" DRAWING IS FULL SCALE WHEN BAR MEASURES 2" SCALE: DWG NO.: DA T E DE S C R I P T I O N RE V I S I O N S BY RE V I E W EN G I N E E R : SA V E D A T E : RE V I E W E D : PL O T D A T E : CL I E N T : FI L E N A M E : SHEET NO.: JO B N O . : NO . CI V I L A N D U T I L I T I E S D E T A I L S 0 1 CI T Y O F R E N T O N HI G H L A N D S R E S E R V O I R W A T E R M A I N IM P R O V E M E N T S P R O J E C T WT R - 2 7 - 3 8 8 8 0 2/ 4 / 2 0 2 6 IS S U E D F O R B I D D I N G DM F RJ F TYPICAL ROADWAY RESTORATION - GRIND AND OVERLAYR4 2%2% FULL WIDTH GRIND AND OVERLAY (2" MIN. DEPTH) HMA CL. 12" PG 58H-22, COMPACTED DEPTH PER STANDARD SPECIFICATIONS PERMANENT HMA PROPERTY RESTORATION DETAIL NOTES: 1.SEE TRENCH AND RESTORATION NOTES FOR COMPACTION TESTING REQUIREMENTS. 2.ALL TRENCHES IN ROADWAY AREAS SHALL BE BACKFILLED AND TEMPORARILY PATCHED WITH 2" MIN. HMA AT END OF EACH WORK DAY. 3.THE FINAL PATCH SHALL BE INSTALLED WITHIN TWO (2) WEEKS OF FINAL INSPECTION AND TRANSFER OF SERVICE TO THE NEW WATERMAIN. SEE TRENCH DETAIL FOR ADDITIONAL INFORMATION, COMPACTED NATIVE SHOWN. EDGE OF PAVEMENT, EDGE OF CURB & GUTTER, OR CENTER OF LANE LINE. GRIND AND REMOVE OR PLANE. SEAL WITH AR4000W. EXISTING PAVEMENT, SEE DWG NOS P01-P10 FOR POTHOLES WITH HMA THICKNESS. NATIVE MATERIAL 6" COMPACTED DEPTH OF CSTC PER STD. SPECIFICATION 9-03.9(3), COMPACTED TO 95% MAXIMUM DRY DENSITY (MDD) AS DETERMINED BY MODIFIED PROCTOR TEST (ASTM D1557). LANDSCAPED AREA RESTORATION DETAIL NATIVE MATERIAL EXISTING LANDSCAPED AREA SEE TRENCH DETAIL FOR ADDITIONAL INFORMATION, TYP. IN LANDSCAPED OR CULTIVATED AREAS, THE CONTRACTOR SHALL RESTORE THE TRENCH TO MATCH EXISTING GRADE AND SURFACE TREATMENT. RESTORE LAWN W/ SOD, SEED, OR BARK MULCH. GRAVEL RESTORATION DETAIL NATIVE MATERIAL EXISTING GRAVELCSTC PER STD. SPECIFICATION 9-03.9(2), COMPACTED TO 90% MDD. MATCH EXISTING GRAVEL THICKNESS OR MIN. 6", WHICHEVER IS GREATER. SEE TRENCH DETAIL FOR ADDITIONAL INFORMATION, TYP. 1.ALL TRENCH AND SURFACE RESTORATION SHALL BE ACCORDING TO THESE PLANS AND CITY OF RENTON ROAD DESIGN AND CONSTRUCTION STANDARDS. WHERE CONFLICTS OCCUR, THE MORE STRINGENT OF THE TWO REQUIREMENTS SHALL APPLY. 2.THE CONTRACTOR SHALL BE RESPONSIBLE FOR DISPOSAL OF ALL EXCAVATED PAVEMENT AND OTHER UNSUITABLE MATERIALS. 3.THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVAL AND DISPOSAL OF PAVEMENT DAMAGED OUTSIDE OF PAY LIMITS. THE CONTRACTOR SHALL ALSO FURNISH ALL WORK AND MATERIALS NECESSARY TO RESTORE THE ROADWAY DAMAGED OUTSIDE OF THE PAY LIMITS AT NO ADDITIONAL EXPENSE TO THE OWNER. 4.THE CONTRACTOR SHALL REPLACE AND REPAINT STREET MARKINGS DAMAGED DURING CONSTRUCTION. 5.MATCH EXISTING SLOPES FOR PAVEMENT AND GRAVEL DRIVEWAY RESTORATION. PAVEMENT SLOPES SHALL BE A MINIMUM OF 2% FROM CENTERLINE TO EDGE. 6.ALL TRENCHING AND SHORING TO BE DONE IN ACCORDANCE WITH OSHA AND WISHA STANDARDS. 7.TACK ALL EDGES PRIOR TO PAVING. 8.IF EXISTING GRAVEL SHOULDER IS DISTURBED, CONTRACTOR SHALL RESTORE WITH 6" DEPTH OF CSTC PER STD. SPECIFICATION 9-03.9(3). 9.IN LANDSCAPED OR CULTIVATED, NON-PAVED, NON-GRAVELED AREAS RESTORE SURFACE WITHIN DISTURBED AREA TO EQUAL OR BETTER THAN EXISTING CONDITION, INCLUDING SAND, TOP SOIL, GRASS, SHRUBS, ETC. HYDROSEED ALL DISTURBED AREAS PER SPECIAL PROVISION 9-14.9. 10.WITHIN ROADWAY, ENTIRE TRENCH SHALL BE COMPACTED MECHANICALLY TO 95% MAX. DENSITY AS DETERMINED BY WSDOT/APWA STD. SPECIFICATION 2-03.3(14)D. MAX. 6" LIFTS ALLOWED UNLESS IT IS DEMONSTRATED THAT COMPACTION REQUIREMENTS CAN BE MET WITH 12" LIFTS. 11.CONTRACTOR TO PROVIDE STEEL PLATES IN AREAS REQUIRED TO BE OPEN TO TRAFFIC AND PRIOR TO FINAL TRENCH RESTORATION AS DIRECTED BY THE ENGINEER. PLATES SHALL BE TREATED FOR VEHICLE SKID RESISTANCE. 12.THE CONTRACTOR SHALL MAINTAIN TRENCH PATCHES TO THE TIME OF PAVING TO PREVENT DAMAGE TO EXISTING PAVEMENT RESULTING FROM VEHICLE TRAFFIC. 13.THE CONTRACTOR SHALL CLEAN EXISTING PAVEMENT, PERFORM EXTRA SAW CUTS NECESSARY TO CREATE CLEAN PAVEMENT CUTS, REMOVE DAMAGED PAVEMENT, REGRADE, AND COMPACT ALL CSTC IN PREPARATION FOR PAVING. PAVING SHALL BE PERFORMED IN ACCORDANCE WITH THE STD. SPECIFICATIONS AND AS DEFINED IN THE NOTES BELOW. 14.TRENCH WIDTH FOR RESTORATION AND BACKFILL PURPOSES SHALL BE DEFINED BASED ON NEATLINE TRENCH LIMITS AS DEFINED IN THE TRENCH DETAIL. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SURFACE RESTORATION INCLUDING WIDER REPAIR SECTIONS RESULTING FROM ALTERNATE BACK SLOPES AT TRENCH SIDES. CONSTRUCTION AND RESTORATION NOTES R1 R2 R3 2" HMA (CL. 12" PG 58H-22) MATCH EXISTING PAVEMENT THICKNESS OR 6" MIN. HMA (CL. 12" PG 58H-22), WHICHEVER IS GREATER. WIDTH VARIES PER PLANS 12" MIN. BOTH SIDES WIDTH VARIES PER PLANS 12" MIN. BOTH SIDES WIDTH VARIES PER PLANS 12" MIN. BOTH SIDES MAINTAIN CONTINUOUS SLOPE THROUGH EDGE GRIND (NO BREAK) EDGE GRIND AND TACK ALL SURFACES CONTRACTOR TO RESTORE CURB, SIDEWALK, AND SHOULDER/LANDSCAPED WHERE DISTURBED BY CONSTRUCTION TO CITY STANDARDS, EACH SIDE. EXISTING CONCRETE SIDEWALK EXISTING ASPHALT ROADWAY EXISTING SUBBASE PROVIDE TRENCH RESTORATION PER DETAIL T1 ON DWG NO. D01. EXISTING GRASS/ LANDSCAPING EXISTING CURB, TYP. NATIVE MATERIAL NEW SUBGRADE CL OF ROADWAY LOW LIMIT PIPE ZONE LOCATING MARKING TAPE, LOCATE 12" ABOVE TOP OF PROPOSED WATER PIPE. NOT REQUIRED FOR STORM PIPE. TRENCH WIDTH PER SPECIAL PROVISION SECTION 7-08.3 CSBC PER SECTION 9-03.9(3) AS DIRECTED BY THE ENGINEER COMPACTED TO A NON-YIELDING CONDITION PIPE ZONE BEDDING, CSBC PER SECTION 9-03.9(3) COMPACTED TO 95% OF MAX DENSITY TRENCH BACKFILL, GRAVEL BORROW PER SECTION 9-03.14(1) COMPACTED TO 95% OF MAX DENSITY UPPER LIMIT PIPE ZONE PIPE, SIZE, AND MATERIAL AS SPECIFIED. POLYWRAP REQUIRED FOR WATER MAIN. PIPE COVER DEPTH OF COVER MEASURED FROM FINISH GRADE TO TOP OF PIPE: 1.MIN. 36" FOR WATER MAIN 10" IN DIAMETER OR SMALLER. 2.MIN. 48" FOR WATER MAIN 12" IN DIAMETER OR LARGER. 3.MIN. 24" FOR STORM DRAIN PIPE. NOTE: 1.WHEN POOR QUALITY FOUNDATION IS ENCOUNTERED BELOW THE BEDDING ZONE OR WHEN DIRECTED BY THE ENGINEER, OVER-EXCAVATE AND PROVIDE AND INSTALL CSBC, MEETING THE REQUIREMENTS OF STD. SPEC. 9-03.9(2). THE USE OF GEOTEXTILE SEPARATION FABRIC MAY ALSO BE REQUIRED BY THE ENGINEER TO STABILIZE THE BASE. 2.RECYCLED MATERIAL AS DEFINED BY WSDOT STD. SPECIFICATIONS 9-03.21 SHALL NOT BE ALLOWED IN ANY PIPE ZONE BEDDING OR TRENCH BACKFILL. 6" MIN. O.D. 12" EXISTING PAVEMENT 2" GRIND AND REMOVAL OR PLANE. SEAL WITH AR-400W (EACH SIDE) PERMANENT HMA, CL 1/2" PG 58H-22 TO MATCH THICKNESS OF EXISTING ASPHALT OR 8" MINIMUM CSTC PER SECTION 9-03.9(3) COMPACTED TO 95% OF MAX DENSITY, MIN. 6" THICKNESS. 1' MIN.1' MIN.1' MIN.1' MIN. NEAT LINE TRENCH T6 TYP. TYPICAL TRANSVERSE WATER MAIN AND STORM PIPE TRENCH AND PATCH WITH HMA PAVEMENT AND OVERLAY SECTION NOT TO SCALE TRENCH WIDTH PER SPECIAL PROVISION SECTION 7-08.3 1' MIN.1' MIN.1' MIN.1' MIN. 2" GRIND AND HMA OVERLAY HMA PERMANENT PATCH T-CUT. MATCH EXISTING HMA THICKNESS, MIN. 8" THICKNESS. NEAT LINE TRENCH TRENCH BACKFILL PIPE, SIZE, AND MATERIAL AS SPECIFIED. POLYWRAP REQUIRED FOR WATER MAIN. TYPICAL TRANSVERSE WATER MAIN AND STORM PIPE TRENCH AND PATCH WITH HMA PAVEMENT AND OVERLAY PLAN VIEW NOT TO SCALE DEPTH OF EXISTING PAVEMENT 8' MIN. 2" HMA CL. 1/2" PG 58H-22 OVERLAY 8" MIN. COMPACTED DEPTH OF IMPORTED TOPSOIL MIX PER SPECIAL PROVISIONS SECTIONS 8-02.3(4)A AND 9-14.2(1) PROVIDE GEOTEXTILE FABRIC PER WSDOT STD. SPECIFICATIONS 9-33.2(1) TABLE 3, NON-WOVEN MIRAFI 160N, OR EQUAL, AS DIRECTED EXCAVATE UNSUITABLE SOIL WHEN EXISTING SUBGRADE CONDITIONS REQUIRE SAWCUT AFTER BACKFILL (EACH SIDE) TYPICAL CONCRETE DRIVEWAY REPAIR EXISTING HMA SURFACE NATIVE MATERIAL 6" MIN. COMPACTED DEPTH OF CSTC PER STD. SPECIFICATION 9-03.9(3), COMPACTED TO 95% MAXIMUM DRY DENSITY (MDD) AS DETERMINED BY MODIFIED PROCTOR TEST (ASTM D1557). R5 MATCH EXISTING CEMENT CONCRETE THICKNESS AND NEAREST FULL DEPTH EXPANSION JOINT APPROX. 7'-6"EXISTING CONCRETE SURFACE PROPOSED CONCRETE SURFACE#4 @ 12" O.C. BOTH WAYS CI T Y O F R E N T O N HI G H L A N D S R E S E R V O I R W A T E R M A I N IM P R O V E M E N T S P R O J E C T WT R - 2 7 - 3 8 8 8 0 2/ 4 / 2 0 2 6 IS S U E D F O R B I D D I N G DM F RJ F PG L KM P Fe b 4 , 2 0 2 6 Fe b 4 , 2 0 2 6 RE N 11 3 - 1 0 4 HI G H - D - 2 C 0 6 . D W G SHOWN D02 68 71 0"1"2" DRAWING IS FULL SCALE WHEN BAR MEASURES 2" SCALE: DWG NO.: DA T E DE S C R I P T I O N RE V I S I O N S BY RE V I E W EN G I N E E R : SA V E D A T E : RE V I E W E D : PL O T D A T E : CL I E N T : FI L E N A M E : SHEET NO.: JO B N O . : NO . DWG NO.: DA T E DE S C R I P T I O N RE V I S I O N S BY RE V I E W EN G I N E E R : SA V E D A T E : RE V I E W E D : PL O T D A T E : CL I E N T : FI L E N A M E : SHEET NO.: JO B N O . : NO . CI V I L A N D U T I L I T I E S D E T A I L S 0 2 PIPE INSTALL AND TRENCH RESTORATION PER TRENCH DETAIL T1 PIPE ZONE BEDDING PER TRENCH DETAIL T1 TRENCH BACKFILL, GRAVEL BORROW PER SECTION 9-03.14(1) COMPACTED TO 95% OF MAX DENSITY EXISTING PAVEMENT 2" GRIND AND REMOVAL OR PLANE. SEAL WITH AR-400W (EACH SIDE), OVERLAY WITH 2" HMA CL 1/2" PG 58H-22PERMANENT HMA, CL 1/2" PG 58H-22 TO MATCH THICKNESS OF EXISTING ASPHALT OR 8" MINIMUM CSTC PER SECTION 9-03.9(3) COMPACTED TO 95% OF MAX DENSITY, MIN. 6" THICKNESS. 1' MIN.1' MIN.1' MIN.1' MIN. NEAT LINE TRENCH T7 TYP. TYPICAL LONGITUDINAL STORM PIPE REMOVAL ADJACENT TO WATER MAIN SECTION WITH OVERLAY NOT TO SCALE DEPTH OF EXISTING PAVEMENT 2" HMA CL. 1/2" PG 58H-22 OVERLAY EXCAVATE UNSUITABLE SOIL WHEN EXISTING SUBGRADE CONDITIONS REQUIRE WHERE CLEARANCE BETWEEN TRENCH LIMITS IS LESS THAN 18", REMOVE MATERIAL BETWEEN TRENCHES TO LOWER LIMIT OF PIPE BEDDING ZONE AND BACKFILL WITH GRAVEL BORROW PER SECTION 9-03.14(1) COMPACTED TO 95% OF MAX DENSITY. PIPE INSTALL AND TRENCH RESTORATION PER TRENCH DETAIL T1 PIPE ZONE BEDDING PER TRENCH DETAIL T1 TRENCH BACKFILL, GRAVEL BORROW PER SECTION 9-03.14(1) COMPACTED TO 95% OF MAX DENSITY EXISTING PAVEMENT 2" GRIND AND REMOVAL OR PLANE. SEAL WITH AR-400W (EACH SIDE), OVERLAY WITH 2" HMA CL 1/2" PG 58H-22 PERMANENT HMA, CL 1/2" PG 58H-22 TO MATCH THICKNESS OF EXISTING ASPHALT OR 8" MINIMUM CSTC PER SECTION 9-03.9(3) COMPACTED TO 95% OF MAX DENSITY, MIN. 6" THICKNESS. 1' MIN.1' MIN.1' MIN.1' MIN. NEAT LINE TRENCH DEPTH OF EXISTING PAVEMENT EXCAVATE UNSUITABLE SOIL WHEN EXISTING SUBGRADE CONDITIONS REQUIRE WHERE CLEARANCE BETWEEN TRENCH LIMITS IS 18" OR MORE, LEAVE NATIVE MATERIAL BETWEEN TRENCHES 1' MIN.1' MIN. IF NEW STORM PIPE IS TO REPLACE THE EXISTING STORM PIPE BEING REMOVED, INSTALL PIPE AND RESTORE TRENCH PER TRENCH DETAIL T1 IF NEW STORM PIPE IS TO REPLACE THE EXISTING STORM PIPE BEING REMOVED, INSTALL PIPE AND RESTORE TRENCH PER TRENCH DETAIL T1 STORM PIPE REMOVAL STORM PIPE REMOVAL SAWCUT AFTER BACKFILL (EACH SIDE) SAWCUT AFTER BACKFILL (EACH SIDE) WHERE SEPARATION BETWEEN TRENCH LIMITS IS 4'-0" OR MORE, SEPARATE T-CUTS ARE REQUIRED CASE A: CLEARANCE BETWEEN TRENCH LIMITS IS LESS THAN 18" CASE B: CLEARANCE BETWEEN TRENCH LIMITS IS GREATER THAN 18" 2" HMA CL. 1/2" PG 58H-22 OVERLAY CI T Y O F R E N T O N HI G H L A N D S R E S E R V O I R W A T E R M A I N IM P R O V E M E N T S P R O J E C T WT R - 2 7 - 3 8 8 8 0 2/ 4 / 2 0 2 6 IS S U E D F O R B I D D I N G DM F RJ F DM F RJ F Fe b 4 , 2 0 2 6 Fe b 4 , 2 0 2 6 RE N 11 3 - 1 0 4 HI G H - D - 2 C 0 6 . D W G SHOWN D03 69 71 0"1"2" DRAWING IS FULL SCALE WHEN BAR MEASURES 2" SCALE: DWG NO.: DA T E DE S C R I P T I O N RE V I S I O N S BY RE V I E W EN G I N E E R : SA V E D A T E : RE V I E W E D : PL O T D A T E : CL I E N T : FI L E N A M E : SHEET NO.: JO B N O . : NO . DWG NO.: DA T E DE S C R I P T I O N RE V I S I O N S BY RE V I E W EN G I N E E R : SA V E D A T E : RE V I E W E D : PL O T D A T E : CL I E N T : FI L E N A M E : SHEET NO.: JO B N O . : NO . CI V I L A N D U T I L I T I E S D E T A I L S 0 3 WET UTILITY REPAIR/REPLACEMENT CUT PIPE SQUARE 1' MIN FROM BREAK OR TRENCH WALL, TYP. DAMAGED OR REMOVED GRAVITY SEWER/STORM PIPE WET UTILITY REPAIR/REPLACEMENT NOTES: 1.REPAIRS SHALL BE MADE WITH SHEAR RESISTANT COUPLINGS, MISSION ARC, FERNCO 5000 RC SERIES OR EQUAL. COUPLER SHALL HAVE WATER TIGHT SEAL. THE CITY MAY ALLOW TEMPORARY OPEN TRENCH REPAIRS TO BE MADE WITH FLEXIBLE COUPLINGS IF SHEAR RESISTANT COUPLINGS ARE NOT ON HAND. 2.COUPLING BETWEEN DIFFERENT PIPE MATERIALS OR OUTSIDE DIAMETERS SHALL BE MADE USING ADAPTERS SPECIFIED BY THE COUPLER MANUFACTURER. 3.ALL REPAIRS SHALL MAINTAIN EXISTING GRADE. 4.ALL HARDWARE (INCLUDING BANDING) SHALL BE STAINLESS STEEL. 5.IN THE CASE OF A DAMAGED PIPE THE CITY SHALL BE IMMEDIATELY NOTIFIED. THE CITY SHALL INSPECT AND APPROVE REPAIR BEFORE BACKFILLED. SHEAR RESISTANT COUPLER STAINLESS STEEL HARDWARE REPAIRED GRAVITY SEWER/STORM PIPE NEW DUCTILE IRON PIPE WITH SAME ID AS EXISTING PIPE ALIGN PIPE INVERTS, CREATE SMOOTH TRANSISITION COUPLER ADAPTER SPECIFICED BY MANUFACTER FOR PIPE OD DIFFERENCE U01 RESTRAINED JOINT PIPE DETAIL NTS SIDE SEWER RELOCATION BELOW PROPOSED PIPE EXISTING TEE, SEE NOTE 1 0.05 FT/FT MIN. SLO P E 0.02 FT/FT MIN. SLOPE CLEANOUT, SEE NOTE 5 EXISTING SIDE SEWER REMOVE CONFLICTING EXISTING SIDE SEWER PROPOSED WATER MAIN OR STORM PIPE 6" MIN. 3" MIN.EXISTING TEE, SEE NOTE 1 CLEANOUT, SEE NOTE 5 EXISTING SIDE SEWERREMOVE CONFLICTING EXISTING SIDE SEWER PROPOSED WATER MAIN OR STORM PIPE CONNECT SIDE SEWER WITH "STRONG-BACK" FLEXIBLE COUPLING INSTALL 6"x4" REDUCER IF NEEDED 1/8, 1/16, OR 1/32 BENDS AS NEEDED BEND IF NEEDED NEW 4" OR 6" SIDE SEWER EXISTING SEWER MAIN ETHAFOAM PAD, SEE NOTE 4 NOTES: 1.IF EXISTING TEE IS NOT USEABLE FOR RECONNECTION, SEE COR STD. PLAN 406.1 FOR ACCEPTABLE PROCEDURES FOR SIDE SEWER CONNECTIONS TO EXISTING SEWER MAIN. 2.CONCRETE BLOCK REQUIRED AT NEW SADDLE WHEN ANGLE AT MAIN EXCEEDS 25°. SEE COR STD. PLAN 406.1. 3.ALLOWABLE SIDE SEWER PIPE AND FITTINGS: POLYVINYL CHLORIDE (PVC) SDR 35 OTHER MATERIALS, AS APPROVED BY ENGINEER. 4.FOR 3" SEPARATION, INSTALL 1'x2'x2" THICK ETHAFOAM PAD BETWEEN NEW PIPE AND 4" OR 6" SIDE SEWER RELOCATION. 5.IF NEW SD CONFLICTS WITH A CLEAN OUT RISER, RELOCATE AND INSTALL NEW CLEANOUT PER COR STD. PLAN 406.1 AT LOCATION APPROVED BY ENGINEER. 6.ALL SIDE SEWER RECONSTRUCTIONS SHALL BE APPROVED BY ENGINEER. 45° MAX. SIDE SEWER RELOCATION SIDE SEWER RELOCATION ABOVE PROPOSED PIPE SS1 TYP. NEW 4" OR 6" SIDE SEWER CSBC (CRUSHED SURFACING BASE COURSE) PER SECTION 9-03.9(3), CI T Y O F R E N T O N HI G H L A N D S R E S E R V O I R W A T E R M A I N IM P R O V E M E N T S P R O J E C T WT R - 2 7 - 3 8 8 8 0 2/ 4 / 2 0 2 6 IS S U E D F O R B I D D I N G DM F RJ F DM F RJ F Fe b 4 , 2 0 2 6 Fe b 4 , 2 0 2 6 RE N 11 3 - 1 0 4 HI G H - D - 2 C 0 6 . D W G SHOWN D04 70 71 0"1"2" DRAWING IS FULL SCALE WHEN BAR MEASURES 2" SCALE: DWG NO.: DA T E DE S C R I P T I O N RE V I S I O N S BY RE V I E W EN G I N E E R : SA V E D A T E : RE V I E W E D : PL O T D A T E : CL I E N T : FI L E N A M E : SHEET NO.: JO B N O . : NO . CI V I L A N D U T I L I T I E S D E T A I L S 0 4 CITY EX . W A T E R STRADDLE BLOCK, FIELD LOCATE WITH CITY APPROVAL CLEAR OF EXISTING UTILITIES ON SAME EXISTING PIPE AS PROPOSED CONNECTION. SEE DETAIL FOR FURTHER INFORMATION. CUT AND ABANDON EXISTING PIPE AND VALVES AS DESCRIBED PER WATER MAIN PLANS (2) DI BENDS (RJxRJ) AS INDICATED ON PLANS. LOCATE AND ROLL BENDS TO ACHIEVE VERTICAL AND HORIZONTAL ALIGNMENT.TEMPORARY CAP W/ BLOW-OFF AND TESTING ASSEMBLY AND THRUST BLOCK PROPOSED PIPE AND FITTINGS PER PLAN BEGIN CONNECTION TO EXISTING REMOVE TEMPORARY BLOW-OFF ASSEMBLY AND THRUST BLOCK DI SPOOL, LTF THRUST BLOCKING AS INDICATED ON WATER MAIN PLANS, TYP. EX . W A T E R TESTING CONFIGURATION FINAL CONFIGURATION U04A TYP. U05 -- STRADDLE THRUST BLOCKING AND TIE RODS DETAIL U05 -- EXISTING WATERLINE, SIZE AND MATERIAL VARIES EX . W A T E R STRADDLE BLOCK, FIELD LOCATE WITH CITY APPROVAL CLEAR OF EXISTING UTILITIES ON SAME EXISTING PIPE AS PROPOSED CONNECTION. SEE DETAIL FOR FURTHER INFORMATION. CUT AND ABANDON EXISTING PIPE AND VALVES AS DESCRIBED PER WATER MAIN PLANS DI 90° BEND (RJxRJ). LOCATE AND ROLL BEND TO ACHIEVE VERTICAL AND HORIZONTAL ALIGNMENT. TEMPORARY BLIND FLANGE W/ THREADED TAP AND BLOW-OFF AND TESTING ASSEMBLY PROPOSED PIPE AND FITTINGS PER PLAN BEGIN CONNECTION TO EXISTING REMOVE TEMPORARY BLIND FLANGE AND BLOW-OFF ASSEMBLY DI SPOOL, LTF EX . W A T E R GENERALIZED CONNECTION TO EXISTING WATER MAIN TESTING CONFIGURATION FINAL CONFIGURATION U04B TYP. U05 -- DI GATE VALVE (FLxRJ). IF ADJACENT TEE IS ROLLED, GATE VALVE SHALL BE INSTALLED BETWEEN 90° BEND AND COUPLING/SLEEVE WITH RJxRJ ENDS. THRUST BLOCKING AS INDICATED ON WATER MAIN PLANS, TYP. DI PLUG WITH CONCRETE BLOCKING AT EACH CONNECTION LOCATION, CONFIRM NECESSITY OF STRADDLE BLOCKS WITH COR PRIOR TO CONNECTION. GENERAL RULES FOLLOW, BUT DO NOT TAKE PRECEDENCE: A.FOR DI WATER MAINS, INSTALL LONG BODY SLEEVE (RJxRJ) AND TIE SHACKLE RODS INTO SLEEVE. B.FOR ALL OTHER MATERIAL WATER MAINS, INSTALL TRANSITION COUPLING AND TIE SHACKLE RODS INTO DI BEND GENERALIZED CONNECTION TO EXISTING WATER MAIN NOTES: 1.THIS DETAIL IS INTENDED TO INDICATE THE BEGINNING OF THE CONNECTION TO EXISTING BID ITEM AND TO SHOW REQUIRED TESTING CONFIGURATION. 2.PIPE AND FITTING CONFIGURATIONS SHOWN ARE STRICTLY CONCEPTUAL IN NATURE AND ARE NOT AN EXACT REPRESENTATION OF EXISTING AND PROPOSED PIPE AND FITTINGS AT ANY CONNECTION TO EXISTING LOCATION. SEE DWG NOS. WC01-WC14 FOR POTENTIAL TESTING AND FINAL CONFIGURATIONS FOR INDIVIDUAL CONNECTIONS TO EXISTING, SPECIFIC TO EACH CONNECTION. 3.EXISTING UTILITIES NOT SHOWN ON GENERAL CONNECTION DETAILS. SEE PLAN AND CONNECTION PROFILES FOR EXISTING UTILITIES AT CONNECTIONS. BEGIN CONNECTION TO EXISTING DI TEE (RJxRJ). LOCATE AND ROLL TEE TO ACHIEVE VERTICAL AND HORIZONTAL ALIGNMENT EXISTING WATERLINE, SIZE AND MATERIAL VARIES EXISTING WATERLINE, SIZE AND MATERIAL VARIES EXISTING WATERLINE, SIZE AND MATERIAL VARIES EXISTING WATER MAIN PIPE AND FITTINGS EXISTING WATER MAIN PIPE AND FITTINGS AT EACH CONNECTION LOCATION, CONFIRM NECESSITY OF STRADDLE BLOCKS WITH COR PRIOR TO CONNECTION. GENERAL RULES FOLLOW, BUT DO NOT TAKE PRECEDENCE: A.FOR DI WATER MAINS, INSTALL LONG BODY SLEEVE (RJxRJ) AND TIE SHACKLE RODS INTO SLEEVE. B.FOR ALL OTHER MATERIAL WATER MAINS, INSTALL TRANSITION COUPLING AND TIE SHACKLE RODS INTO DI BEND NOTES: 1.THIS DETAIL IS INTENDED TO INDICATE THE BEGINNING OF THE CONNECTION TO EXISTING BID ITEM AND TO SHOW REQUIRED TESTING CONFIGURATION. 2.PIPE AND FITTING CONFIGURATIONS SHOWN ARE STRICTLY CONCEPTUAL IN NATURE AND ARE NOT AN EXACT REPRESENTATION OF EXISTING AND PROPOSED PIPE AND FITTINGS AT ANY CONNECTION TO EXISTING LOCATION. SEE DWG NOS. WC01-WC14 FOR POTENTIAL TESTING AND FINAL CONFIGURATIONS FOR INDIVIDUAL CONNECTIONS TO EXISTING, SPECIFIC TO EACH CONNECTION. 3.EXISTING UTILITIES NOT SHOWN ON GENERAL CONNECTION DETAILS. SEE PLAN AND CONNECTION PROFILES FOR EXISTING UTILITIES AT CONNECTIONS. L PIPE DIA 4" AND 6" 8" 10" A (MIN) 12" SIZING TABLE 52" 42" 36" H (MIN) 24" 18" 18" T (MIN) 10" 8" 4" AND 6" PIPE DIA SOFT CLAY 54" 80" 98"54" 48" 48" SANDY SILTSILT 48" 66" 78" PLAN VIEW ELEVATION H T MIN. BLOCK LENGTH (L) SOIL CONDITION A (TYP) 6" MIN (TYP.) 18" MIN END VIEW 2' TO 10' #4 @ 12" OC EW #4 @ 12" OC EW #4 @ 10" OC EW REINFORCING H CONNECTION TO PIPE OR FITTING WHICH IS NOT THRUST BLOCKED 12" 12" ATTACHMENT DETAIL 2' MIN. TYP. TYPICAL TRENCH WIDTH 4 3 2 NUMBER OF RODS PER JOINT 6 4 2 5/8" DIA. ROD 3/4" DIA. ROD EXISTING UNRESTRAINED PIPE TIE RODS BLOCK "KEYED" INTO UNDISTURBED SOIL. SEE NOTE 7. TIE RODS REINFORCING BOTH FACES DOUBLE NUTS OR LOCKING NUT WASHER #4 BAR REINFORCING (TYP) TIE BOLT TIE ROD EX. PIPE FITTING HDG STEEL RISER CLAMP 12"54"24"#4 @ 8" OC EW18"68 12"120"66"92" NOTE: THIS DETAIL FOR SURGE PRESSURES UP TO 200 PSI 3" CLR (TYP)3" CLR (TYP) 1. CONCRETE BLOCK SHALL BE CLASS 3500 PSI CONCRETE (MIN.) WITH 3/4" AGGREGATE AND SLUMP OF 2"-4". 2. MAINTAIN 18" MINIMUM COVER OVER THE TOP OF BLOCK. 3. BOTTOM OF BLOCK IS TO BE ON UNDISTURBED SOIL. DO NOT INSTALL BLOCK ON PIPE JOINT. 4. TRENCH TO BE BACKFILLED WITH CRUSHED ROCK COMPACTED TO 95% DENSITY ON ALL SIDES OF BLOCK AND A DISTANCE OF 4' MIN. IN FRONT OF BLOCK TO TOP OF BLOCK. 5. CONCRETE SHALL ACHIEVE AT LEAST 3000 PSI COMPRESSIVE STRENGTH AND (FOR ELASTICITY) HAVE CURED FOR AT LEAST 7 DAYS BEFORE PRESSURE TESTING OF CONNECTION. 6. FOR SOIL CONDITIONS NOT SHOWN, BLOCK IS TO BE DESIGNED BY OWNER'S REPRESENTATIVE. 7. IF BLOCK CANNOT BE KEYED INTO UNDISTURBED SOIL TO THE SATISFACTION OF THE OWNER'S REPRESENTATIVE, a) THE BLOCK LENGTH SHALL BE EXTENDED TO PROVIDE AN ADEQUATE KEY OR b) THE TRENCH SHALL BE BACKFILLED AND COMPACTED TO 95% DENSITY A MINIMUM DISTANCE EQUAL TO NOMINAL PIPE SIZE NUMBER, BUT AS FEET (EXAMPLE: A 10" PIPE WOULD REQUIRE 10' OF BACKFILL) IN FRONT OF THE BLOCK TO THE SATISFACTION OF THE OWNER'S REPRESENTATIVE BEFORE PRESSURIZING. 8. FOR PIPE DIAMETERS LARGER OR FOR SOILS DIFFERENT THAN NOTED, BLOCK SIZING SHALL BE REVIEWED AND STAMPED BY A PROFESSIONAL ENGINEER FOR THE SITE SPECIFIC CONDITIONS. 1) ALL TIE RODS, TIE ROD COUPLINGS, TIE BOLTS, NUTS, WASHERS, FLANGE LUGS AND ANY OTHER METALLIC TIE ROD SYSTEM COMPONENT SHALL BE ASTM A242 (COR-TEN) STEEL. MILD STEEL IS NOT ALLOWED. 2) PROTECT TIE RODS, ROD COUPLINGS, AND TIE BOLTS/FLANGE LUGS WITH WAX TAPE COATING SYSTEM. WAX TAPE THE TIE RODS PRIOR TO POURING THE CONCRETE. EXTEND POLYETHYLENE WRAP FROM CONNECTION, OVER THE TIE RODS, TO THE FACE OF BLOCK. 3) TIE RODS SHALL BE "ALL THREAD" ROD. 4) TIE RODS SHALL HAVE "NATIONAL-COARSE" THREAD WITH EITHER TWO NUTS OR ONE SELF-LOCKING NUT. 5) TIE RODS SHALL BE ASSEMBLED SYMMETRICALLY ABOUT EACH JOINT (IF AN EVEN NUMBER OF RODS ARE USED THEN EACH ROD SHALL HAVE A ROD LOCATED ON THE DIRECT OPPOSITE SIDE OF JOINT. IF 3 OR 6 RODS ARE USED THEN AN EQUAL NUMBER OF UNSHACKLED BOLT HOLES SHALL BE LEFT BETWEEN ANY TWO TIE RODS.) 6) TIE ROD NUTS SHALL BE TIGHTENED UNIFORMLY AT EACH JOINT. DO NOT OVER TIGHTEN; HAND SNUG PLUS 1/2 TURN. 7) TIE ROD LENGTHS SHALL NOT EXCEED 10', UNLESS SPECIFICALLY SHOWN ON APPROVED PLANS. 8) TIE RODS SHALL BE ATTACHED TO MECHANICAL JOINTS WITH TIE BOLTS, EXCEPT FOR FIRE HYDRANT INSTALLATIONS WHICH SHALL USE TIE LUGS. TIE BOLTS SHALL BE ROMAC "90-DEGREE EYE BOLTS" OR APPROVED EQUAL. "DUC-LUGS" ARE NOT ALLOWED. FOR CONNECTION TO FLANGED FITTINGS, 3- HOLE FLANGE LUGS SHALL BE USED. TIE BOLTS AND FLANGE LUGS SHALL BE RATED FOR AT LEAST 7,500 LB EACH. NOTES TIE RODS GENERAL NOTES 16"58"30"#4 @ 5" OC EW24"58 16"192"84"144" CI T Y O F R E N T O N HI G H L A N D S R E S E R V O I R W A T E R M A I N IM P R O V E M E N T S P R O J E C T WT R - 2 7 - 3 8 8 8 0 2/ 4 / 2 0 2 6 IS S U E D F O R B I D D I N G DM F RJ F DM F RJ F Fe b 4 , 2 0 2 6 Fe b 4 , 2 0 2 6 RE N 11 3 - 1 0 4 HI G H - D - 2 C 0 6 . D W G SHOWN D05 71 71 0"1"2" DRAWING IS FULL SCALE WHEN BAR MEASURES 2" SCALE: DWG NO.: DA T E DE S C R I P T I O N RE V I S I O N S BY RE V I E W EN G I N E E R : SA V E D A T E : RE V I E W E D : PL O T D A T E : CL I E N T : FI L E N A M E : SHEET NO.: JO B N O . : NO . DWG NO.: DA T E DE S C R I P T I O N RE V I S I O N S BY RE V I E W EN G I N E E R : SA V E D A T E : RE V I E W E D : PL O T D A T E : CL I E N T : FI L E N A M E : SHEET NO.: JO B N O . : NO . CI V I L A N D U T I L I T I E S D E T A I L S 0 5