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Home My WebLink About16-1840 - KENNYDALE RES-OFFSITE-DOR_2021-08-24CITY OF RENTON, WASHINGTON KENNYDALE RESERVOIR - SCHEDULE C OFFSITE IMPROVEMENTS 16-1840 JUNE 2020 RENTON h:\evt_projects\16\1840 - kennydale reservoir\CAD\DOR\Sheets\offsite improvements\16-1840-WA-GEN-R.dwg G-1 7/21/2021 9:07 AM MATT.FEATHERSTONE 23.0s (LMS Tech)PROJECT LOCATIONS LOCATION MAP SCALE: 1"=1000'JONES AVE NEN 30TH ST PARK AVE NNE 27TH ST 405 LAKE WASHINGTON 2707 COLBY AVENUE, SUITE 1110 EVERETT, WA 98201 P 425.252.9003KENNYDALE RESERVOIRN 28TH STMEADOW AVE NNE 34TH ST GENERAL 1 G-1 TITLE SHEET, VICINITY MAP, AND INDEX OF DRAWINGS 2 G-2 SYMBOLS AND LEGEND 3 G-3 ABBREVIATIONS 4 G-4 GENERAL NOTES 5 G-5 WATERMAIN LAYOUT AND SURVEY CONTROL CIVIL 6 W-1 WATERMAIN PLAN & PROFILE STA H1+00 TO H4+40, L0+80 TO L2+60 7 W-2 WATERMAIN PLAN & PROFILE STA H4+40 TO H8+20 8 W-3 PRV PLAN & SECTIONS STA JJ1+00 TO JJ2+20, STA K1+00 TO K2+20 9 W-4 WATERMAIN TESTING AND FINAL CONNECTION DETAILS - 1 10 W-5 WATERMAIN TESTING AND FINAL CONNECTION DETAILS - 2 11 W-6 PRV VAULT MODIFICATIONS INDEX OF DRAWINGS RECORD DRAWINGS VERSION 4.1 12-9-97 THIS DRAWING IS FOR RECORD PURPOSES ONLY, AND HAS BEEN PREPARED BASED IN PART ON INFORMATION PROVIDED BY OTHERS RELATIVE TO REPORTED CONSTRUCTED CONDITIONS. WHILE THIS INFORMATION IS BELIEVED TO BE RELIABLE, MURRAYSMITH MAKES NO ASSURANCES, STATED OR IMPLIED, AS TO THE ACCURACY OF THIS DRAWING. THOSE RELYING ON THIS RECORD DRAWING FOR ANY PURPOSE ARE ADVISED TO OBTAIN INDEPENDENT VERIFICATION OF ITS ACCURACY. CONTRACT MODIFICATION INFORMATION, FABRICATOR'S SHOP DRAWINGS AND OTHER PROJECT SUBMITTAL INFORMATION PROVIDED BY THE CONTRACTOR WHICH FURTHER CLARIFY DETAILS OF CONSTRUCTION MAY BE ON FILE. SEE ORIGINAL CONTRACT DRAWINGS FOR ENGINEER'S SEAL AND SIGNATURES. NO.DATE BY REVISION NOT TO SCALE THEN DRAWING IS NOT MEASURE 1" IF THIS BAR DOES NOTICE CHECKED DRAWN DESIGNED PROJECT NO.:SCALE:DATE:H:\evt_projects\16\1840 - Kennydale Reservoir\CAD\DOR\Sheets\offsite Improvements\16-1840-WA-GEN - SCHED-B-R.dwg G-2 7/15/2021 10:10 AM MATT.FEATHERSTONE 23.0s (LMS Tech)SHEET 120 1 NO.DATE BY REVISION NOT TO SCALE THEN DRAWING IS NOT MEASURE 1" IF THIS BAR DOES NOTICE CHECKED DRAWN DESIGNED PROJECT NO.:SCALE:DATE:H:\evt_projects\16\1840 - Kennydale Reservoir\CAD\DOR\Sheets\offsite Improvements\16-1840-WA-GEN - SCHED-B-R.dwg G-2 7/15/2021 10:10 AM MATT.FEATHERSTONE 23.0s (LMS Tech)SHEET 120 1 16-1840 G-2 of 11 CITY OF RENTON KENNYDALE RESERVOIR - SCHEDULE C OFFSITE IMPROVEMENTS JUNE 2020 KENNYDALE RESERVOIRPR17000491LUA17-000633KENNYDALE RESERVOIRTED-40-4019C-TBDDJB MNF MGM DRAWING RECORD SEE DISCLAIMER, SHEET 1. 12-9-97 VERSION 4.1 18"D 8"SD 200 200 8"SD 6"FM 8"SS 10"W E 4"G T 12" DI W 6"FM T 8"SS 4"G E SHEET FROM WHICH DETAIL IS TAKEN * SHEET WHERE SECTION IS SHOWN * W-2 2 SCALE: DETAIL W-1 A SCALE: SECTION W-2 A * NOTE: IF PLAN AND SECTION FOR DETAIL CALL-OUT AND DETAIL ARE SHOWN ON THE SAME DRAWING, DRAWING NUMBER IS REPLACED WITH A DASH. SECTION LETTER DESIGNATION SHEET FROM WHICH SECTION IS TAKEN * SECTION LETTER DESIGNATION DETAIL NUMBER R C SYMBOLS AND LEGEND SAWCUT BOUNDARY SAWCUT PAVEMENT HATCH SAWCUT SIDEWALK/ CONCRETE HATCH WATERLINE ELECTRICITY GAS TELEPHONE/TELEMETRY SANITARY SEWER LINE SANITARY SEWER FORCE MAIN STORM DRAIN CULVERT ABANDON PIPE DRAINAGE DITCH BARBWIRE FENCE CHAIN LINK FENCE TEMPORARY SILT FENCE GUARDRAIL ROCK WALL TREE/BUSH LINE CENTERLINE EASEMENT/PROPERTY LINE RIGHT-OF-WAY EDGE OF PAVEMENT/AC EDGE OF GRAVEL CURB SIDEWALK STRUCTURE OR FACILITY CONTOUR MINOR CONTOUR MAJOR MANHOLE CLEAN-OUT CATCH BASIN/FIELD INLET THRUST BLOCK VALVE BLOW-OFF ASSEMBLY AIR RELEASE ASSEMBLY FIRE HYDRANT ASSEMBLY WATER METER FITTING PULL BOX/JUNCTION BOX UTILITY POLE GUY WIRE LIGHT POST SIGN BENCHMARK TREE DECIDUOUS TREE CONIFEROUS TREE TO BE REMOVED SURFACE ELEVATION S/W S/W MECHANICAL JOINT FLANGED COUPLING ADAPTER DOUBLE BALL FLEXIBLE EXTENSION COUPLING SWING CHECK VALVE GATE VALVE PLUG VALVE (TOP) PRESSURE REDUCING VALVE ELBOW UP ELBOW DOWN TEE UP TEE DOWN LATERAL UP LATERAL DOWN CONCENTRIC REDUCER ECCENTRIC REDUCER BLIND FLANGE CAPPED END PLUGGED END SECTION DESIGNATIONS DETAIL DESIGNATIONS EXISTING PROPOSED TOPOGRAPHIC LEGEND SECTION AND DETAIL DESIGNATIONS MISCELLANEOUS PIPING SYMBOLS PIPE SYMBOLS PLANT SCHEMATIC PRESSURE GAUGE W/ COCK METER RESTRAINED JOINT TYPE 4" CDF SLURRY NO.DATE BY REVISION NOT TO SCALE THEN DRAWING IS NOT MEASURE 1" IF THIS BAR DOES NOTICE CHECKED DRAWN DESIGNED PROJECT NO.:SCALE:DATE:H:\evt_projects\16\1840 - Kennydale Reservoir\CAD\DOR\Sheets\offsite Improvements\16-1840-WA-GEN - SCHED-B-R.dwg G-3 7/15/2021 10:10 AM MATT.FEATHERSTONE 23.0s (LMS Tech)SHEET 120 1 NO.DATE BY REVISION NOT TO SCALE THEN DRAWING IS NOT MEASURE 1" IF THIS BAR DOES NOTICE CHECKED DRAWN DESIGNED PROJECT NO.:SCALE:DATE:H:\evt_projects\16\1840 - Kennydale Reservoir\CAD\DOR\Sheets\offsite Improvements\16-1840-WA-GEN - SCHED-B-R.dwg G-3 7/15/2021 10:10 AM MATT.FEATHERSTONE 23.0s (LMS Tech)SHEET 120 1 16-1840 G-3 of 11 CITY OF RENTON KENNYDALE RESERVOIR - SCHEDULE C OFFSITE IMPROVEMENTS JUNE 2020 KENNYDALE RESERVOIRPR17000491LUA17-000633KENNYDALE RESERVOIRTED-40-4019C-TBDDJB MNF MGM DRAWING RECORD SEE DISCLAIMER, SHEET 1. 12-9-97 VERSION 4.1 @ AT AASHTO AMERICAN ASSOCIATION OF STATE HIGHWAY & TRANSPORTATION OFFICIALS AB ANCHOR BOLT ABAN (D) ABANDON (ED) ABV ABOVE AC ASBESTOS CEMENT ACP ASPHALTIC CONCRETE PAVING ADA AMERICANS WITH DISABILITIES ACT ADJ ADJUSTABLE ADJC ADJACENT ADPTR ADAPTER AE ANALYZING ELEMENT AFF ABOVE FINISHED FLOOR AFG ABOVE FINISHED GRADE AFG ACTUAL CUBIC FEET PERMIT AHR ANCHOR AIT ANALYZING INDICATION TRANSMITTER AL ALUMINUM ALT ALTERNATE ANSI AMERICAN NATIONAL STANDARDS INSTITUTE APPROX APPROXIMATE APPVD APPROVED APWA AMERICAN PUBLIC WORKS ASSOCIATION ARCH ARCHITECTURAL ARV AIR RELEASE VALVE ASCE AMERICAN SOCIETY OF CIVIL ENGINEERS ASSN ASSOCIATION ASSY ASSEMBLY ASTM AMERICAN SOCIETY FOR TESTING AND MATERIALS ATM ATMOSPHERE AUTO AUTOMATIC AUX AUXILIARY AVE AVENUE AVG AVERAGE AWWA AMERICAN WATER WORKS ASSOCIATION BETW BETWEEN BFD BACKFLOW PREVENTION DEVICE BFILL BACK FILL BFV BUTTERFLY VALVE BIO BIOLOGICAL BKGD BACKGROUND BLDG BUILDING BLK BLOCK BLVD BOULEVARD BM BENCHMARK BMP BEST MANAGEMENT PRACTICE BO BLOWOFF BOC BACK OF CURB BOW BOTTOM OF WALL BR BRINE BS BOTH SIDES BSMT BASEMENT BV BALL VALVE BVCS BEGIN VERTICAL CURVE STATION BVCE BEGIN VERTICAL CURVE ELEVATION BWD BACKWASH DRAIN BWS BACKWASH SUPPLY C TO C CENTER TO CENTER CARV COMBINATION AIR RELEASE VALVE CB CATCH BASIN CCP CONCRETE CYLINDER PIPE CCW COUNTER CLOCKWISE CHAN CHANNEL CHFR CHAMFER CHKV CHECK VALVE CIP CAST IRON PIPE CIPC CAST IN PLACE CONCRETE CISP CAST IRON SOIL PIPE CJ CONSTRUCTION JOINT CL CENTERLINE CLJ CONTROL JOINT CLR CLEAR CMP CORRUGATED METAL PIPE CMU CONCRETE MASONRY UNIT CO CLEANOUT COL COLUMN COMB COMBINATION CONC CONCRETE CONN CONNECTION CONST CONSTRUCTION CONT CONTINUOUS / CONTINUATION CONTR CONTRACT (OR) COORD COORDINATE COP COPPER COR CITY OF RENTON CORP CORPORATION CORR CORRUGATED CP CONTROL POINT CPLG COUPLING CR CRUSHED ROCK CS COMBINED SEWER CSP CONCRETE SEWER PIPE CT COURT CTR CENTER CU CUBIC CV CONTROL VALVE CW CLOCKWISE / COLD WATER CY CUBIC YARDS D DRAIN DEFL DEFLECTION DEQ DEPARTMENT OF ENVIRONMENTAL QUALITY DET DETAIL DI DUCTILE IRON DIA DIAMETER DIM DIMENSION DIR DIRECTION DIST DISTANCE DIV DIVISION DN DOWN DR DRIVE/ DRAIN DS DOWNSPOUT DWG DRAWING DWL DOWEL DWV DRAIN WASTE AND VENT DWY DRIVEWAY EA EACH EC ENUSTON CONTROL ECC ECCENTRIC EL ELEVATION ELB ELBOW ELEC ELECTRICAL ENCL ENCLOSURE EOP EDGE OF PAVEMENT EQL EQUAL EQUIP EQUIPMENT ESC EROSION SEDIMENT CONTROL EUH ELECTRIC UNIT HEATER EW EACH WAY EVCS END VERTICAL CURVE STATION EVCE END VERTICAL CURVE ELEVATION EXC EXCAVATE EXIST EXISTING EXIST GR EXISTING GRADE EXP EXPANSION EXP BT EXPANSION BOLT EXP JT EXPANSION JOINT EXT EXTERIOR F FAHRENHEIT FA FOUL AIR FAB FABRICATE FCA FLANGE COUPLING ADAPTER FCO FLOOR CLEANOUT FD FLOOR DRAIN FDN FOUNDATION FE FLOW ELEMENT FEXT FIRE EXTINGUISHER FIT FLOW INDICATING TRANSMITTER FF FINISH FLOOR FG FINISHED GRADE FGL FIBERGLASS FH FIRE HYDRANT FIN GR FINISHED GRADE FITG FITTING FLEX FLEXIBLE FLG FLANGE FLR FLOOR FM FORCE MAIN FO FIBER OPTIC FOC FACE OF CONCRETE FPM FEET PER MINUTE FPS FEET PER SECOND FRP FIBERGLASS REINFORCED PLASTIC FS FLOW SWITCH FT FEET / FOOT FTG FOOTING FUT FUTURE FXTR FIXTURE G GAS GA GAUGE GAL GALLON GALV GALVANIZED GB GRADE BREAK GI GALVANIZED IRON GIP GALVANIZED IRON PIPE GIS GEOGRAPHIC INFORMATION SYSTEM GL GLASS GR GRADE GR LN GRADE LINE GRTG GRATING GS GROUND SURFACE GV GATE VALVE GRVL GRAVEL HAZ HAZARDOUS HB HOSE BIBB HD HUB DRAIN HDPE HIGH DENSITY POLYETHYLENE HDR HEADER HDWE HARDWARE HGR HANGER HGT HEIGHT HMA HOT MIX ASPHALT HNDRL HAND RAIL HOA HAND-OFF-AUTO HOR HAND-OFF-REMOTE HORIZ HORIZONTAL HP HIGH PRESSURE / HORSEPOWER HPT HIGH POINT HYD HYDRANT I&C INSTRUMENTATION & CONTROL ID INSIDE DIAMETER IE INVERT ELEVATION IMPVT IMPROVEMENT IN INCH INCC INCLUDE (D) (ING) INSTL INSTALLATION / INSTALL INTER INTERCEPTOR INTR INTERIOR INV INVERT JT JOINT JUNC JUNCTION KVA KILOVOLT AMPERE KW KILOWATT LAT LATITUDE LB POUND LF LINEAR FOOT LIN LINEAL LN LANE LOC LOCATION LONG LONGITUDINAL LP LOW PRESSURE/ LOW POINT LPT LOW POINT LRG LARGE LS LONG SLEEVE / LUMP SUM LT LEFT LVC LIMITS OF VERTICAL CURVE LVL LEVEL LWL LOW WATER LINE MAN MANUAL MATL MATERIAL MAX MAXIMUM MCC MOTOR CONTROL CENTER MCP MASTER CONTROL PANEL MECH MECHANICAL MET METAL MFR MANUFACTURER MGD MILLION GALLONS PER DAY MGMT MANAGEMENT MH MANHOLE MIN MINIMUM MISC MISCELLANEOUS MJ MECHANICAL JOINT MO MASONRY OPENING MON MONUMENT MOT MOTOR NA NOT APPLICABLE NC NORMALLY CLOSED NIC NOT IN CONTRACT NO / NO. NORMALLY OPEN / NUMBER NOM NOMINAL NORM NORMAL NPW NON POTABLE WATER NRS NON-RISING STEM NTS NOT TO SCALE OC ON CENTER OD OUTSIDE DIAMETER OF OVERFLOW, OUTSIDE FACE OHP OVER HEAD POWER OHWM ORDINARY HIGH WATER MARK OPNG OPENING OPP OPPOSITE ORIG ORIGINAL OVHD OVERHEAD P&ID PROCESS AND INSTRUMENTATION DIAGRAM PE PLAIN END PERF PERFORATED PERM PERMANENT PERP PERPENDICULAR PG PRESSURE GAGE PL PROPERTY LINE / PLATE / PLASTIC P-LAM PLASTIC LAMINATE PLBG PLUMBING PNL PANEL POLY POLYETHYLENE PRCST PRECAST PREP PREPARATION PRESS PRESSURE PROP PROPERTY PRV PRESSURE REDUCING VALVE PSIG POUNDS PER SQUARE INCH GAGE PSL PIPE SLEEVE PSPT PIPE SUPPORT PV PLUG VALVE PVC POLYVINYL CHLORIDE PVI POINT VERTICAL INTERSECTION PVMT PAVEMENT PW POTABLE WATER PWR POWER QTY QUANTITY RAD RADIUS RC REINFORCED CONCRETE RCP REINFORCED CONCRETE PIPE RD ROAD, ROOF DRAIN RDCR REDUCER REF REFERENCE REINF REINFORCE (D) (ING) (MENT) REQ'D REQUIRED RESTR RESTRAINED RFCA RESTRAINED FLANGE COUPLING ADAPTER ROW RIGHT-OF-WAY RPBP REDUCED PRESSURE BACKFLOW PREVENTION DEVICE RST REINFORCING STEEL RT RIGHT RW RAW WATER R/W RIGHT-OF-WAY SALV SALVAGE SAN SANITARY SCFM STANDARD CUBIC FEET PER MINUTE SCHED SCHEDULE SD STORM DRAIN SDL SADDLE SDR STANDARD DIMENSION RATIO SECT SECTION SHT SHEET SIM SIMILAR SLP/SL/S SLOPE SLV SLEEVE SPEC (S) SPECIFICATION (S) SPG SPACING SPL SPOOL SQ SQUARE SQ FT SQUARE FOOT SQ IN SQUARE INCH SQ YD SQUARE YARD SS SANITARY SEWER SS MH SANITARY MANHOLE SST STAINLESS STEEL ST STREET STA STATION STD STANDARD STL STEEL S/W SIDEWALK T TANGENT TB THRUST BLOCK TC TOP OF CONCRETE / TOP OF CURB TEL TELEPHONE TEMP TEMPERATURE / TEMPORARY THK THICK THRD THREAD (ED) THRU THROUGH TOW TOP OF WALL TP TEST PIT / TOP OF PAVEMENT / TURNING POINT TRANS TRANSITION TW TOP OF WALL / TREATED WATER TYP TYPICAL UIC UNDERGROUND INJECTION CONTROL UG UNDERGROUND UGP UNDERGROUND POWER UN UNION UON UNLESS OTHERWISE NOTED USGS UNITED STATES GEOLOGIC SURVEY V VENT / VOLT VAC VACUUM VB VACUUM BREAKER VBOX VALVE BOX VC VERTICAL CURVE VERT VERTICAL VOL VOLUME VTPAV VERTICAL TURBINE PUMP AIR VALVE VTR VENT THROUGH ROOF W WATER W/ WITH W/O WITHOUT WM WATER METER WMN WATER MAIN WS WATER STOP / WELDED STEEL / WATER SERVICE/ WATER SURFACE WTRT WATERTIGHT WWF WELDED WIRE FABRIC ABBREVIATIONS 1. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRECONSTRUCTION MEETING MUST BE HELD WITH THE CITY OF RENTON ENGINEER. REFER TO SP 1-08.0(1). 2. ALL WORK MATERIAL SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON UTILITY ENGINEERING STANDARDS AND THE 2018 EDITION OF THE ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION PREPARED BY WSDOT/APWA STANDARDS AND SPECIFICATIONS, AS APPROVED AND MODIFIED BY THE CITY OF RENTON IN THE RENTON STANDARD PLANS & SPECIFICATIONS. A SET OF APPROVED PLANS SHALL BE KEPT ON SITE AT ALL TIMES DURING CONSTRUCTION. 3. DATUM FOR VERTICAL CONTROL SHALL BE NORTH AMERICAN VERTICAL DATUM 1988 (NAVD 88), AND FOR HORIZONTAL CONTROL SHALL BE NORTH AMERICAN DATUM 1983/1991 (NAD 83/91) UNLESS OTHERWISE APPROVED BY THE CITY OF RENTON PUBLIC WORKS DEPARTMENT. REFERENCE BENCHMARK AND ELEVATIONS ARE NOTED ON THE PLANS. REFER TO SP 1-11. 4. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTOR’S RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION AND ELEVATION SO AS TO AVOID DAMAGE OR DISTURBANCE. FOR UTILITY LOCATES CALL 48-HOUR LOCATORS 811 OR 800-424-5555. REFER TO SP 1-07.17. 5. A PRE-CONSTRUCTION CONFERENCE IS REQUIRED PRIOR TO ANY CONSTRUCTION. A MINIMUM OF FIVE (5) WORKING DAYS NOTICE IS REQUIRED FOR SCHEDULING. REFER TO SP 1-08.0(1). 6. TWENTY-FOUR (24) HOURS NOTICE WILL BE REQUIRED PRIOR TO STARTING CONSTRUCTION. 7. IT SHALL BE THE CONTRACTOR’S RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR TO STARTING CONSTRUCTION. 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARD, SAFETY DEVICES, PROTECTIVE EQUIPMENT, FLAGGERS, AND ANY OTHER NEEDED ACTIONS TO PROTECT THE LIFE, HEALTH, AND SAFETY OF THE PUBLIC, AND TO PROTECT PROPERTY IN CONNECTION WITH THE PERFORMANCE OF WORK COVERED BY THE CONTRACT. ANY WORK WITHIN THE TRAVELED RIGHT OF WAY THAT MAY INTERRUPT NORMAL TRAFFIC FLOW SHALL REQUIRE A TRAFFIC CONTROL PLAN APPROVE BY THE PUBLIC WORKS DEPARTMENT, TRANSPORTATION SYSTEMS DIVISION. ALL SECTIONS OF THE WSDOT STANDARD SPECIFICATIONS 1-07-23 TRAFFIC CONTROL SHALL APPLY. REFER TO SP 1-07.23 AND SP 1-10. 9. THE HOURS OF WORK IN THE STREET RIGHT OF WAY SHALL BE LIMITED TO 8:30 AM TO 3:30 PM ON WEEKDAYS UNLESS OTHERWISE APPROVED IN WRITING BY THE PUBLIC WORKS DEPARTMENT. THE POLICE DEPARTMENT, FIRE DEPARTMENT, AND 911 SHALL BE NOTIFIED TWENTY-FOUR (24) HOURS IN ADVANCE OF ANY WORK IN THE RIGHT OF WAY. REFER TO SP 1-08.0(2). 10. AN APPROVED TRAFFIC CONTROL PLAN IS REQUIRED TO BE SUBMITTED AT THE PRE-CONSTRUCTION CONFERENCE. REFER TO SP 1-10. 11. INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON. IT SHALL BE THE CONTRACTOR’S RESPONSIBILITY TO NOTIFY DEVELOPMENT SERVICES TWENTY-FOUR (24) HOURS IN ADVANCE OF BACKFILLING ALL CONSTRUCTION. THE CONTRACTOR, AS WELL AS THE ENGINEERS, SHALL KEEP AS-BUILT DRAWINGS. REFER TO SS 1-05.6 AND SP 1-05.4(4). 12. ASPHALT AND CONCRETE STREET PAVING SHALL BE SAWCUT TO A MINIMUM DEPTH OF TWO (2) INCHES. OIL MAT STREETS MAY BE SPADE CUT. ALL SURFACE CONCRETE, PAVEMENT, SIDEWALKS, CURB, GUTTERS, AND DRIVEWAY APPROACHES SHALL BE SAWCUT TO A MINIMUM DEPTH OF TWO (2) INCHES OR REMOVED TO AN EXISTING EXPANSION JOINT. 13. A TEMPORARY HOT MIX ASPHALT PATCH SHALL BE PLACED ON THE DAY OF INITIAL EXCAVATION WITH A PERMANENT, SEALED PATCH TO BE PLACED, TO CITY OF RENTON POLICY, WITHIN TEN (10) DAYS. CALL FOR SUBGRADE INSPECTION PRIOR TO PLACEMENT OF FINAL PATCH. REFER TO SP 5-06. GENERAL NOTES: 1. ALL WATERMAIN PIPE IS TO BE CEMENT LINED DUCTILE IRON PIPE CONFORMING TO AWWA C110 AND C111 OR LATEST REVISION, THICKNESS CLASS 52. CEMENT MORTAR LINING AND SEAL COATING SHALL CONFORM TO AWWA C104 OR LATEST REVISION. PIPE JOINTS TO BE PUSH-ON OR MECHANICAL JOINT. BEDDING TO BE CLASS C. ALL DUCTILE IRON PIPE AND FITTINGS SHALL BE POLYETHYLENE WRAPPED PER ANSI/AWWA C105/A21.5-93 STANDARDS. REFER TO SP 9-30.2(6) FOR RESTRAINED JOINT PIPE AND FITTINGS. 2. FIRE HYDRANTS SHALL BE INSTALLED PER CITY OF RENTON STANDARD DETAIL FOR FIRE HYDRANTS, LATEST REVISION. 3. ALL WATERMAINS 10 INCH DIAMETER AND SMALLER TO MAINTAIN A MINIMUM COVER OF 36 INCHES BELOW FINISH GRADE. ALL WATERMAIN 12 INCH DIAMETER AND LARGER SHALL BE AT A MINIMUM OF 48 INCHES BELOW FINISH GRADE. WHERE UTILITY CONFLICTS OCCUR, WATERMAINS ARE TO BE LOWERED TO CLEAR. REFER TO SP 7-09.3. 4. INSTALLATION OF CORPORATE STOPS, WATER SERVICES, LINES AND METERS SHALL NOT BE COMPLETED UNTIL ALL SERVICE AGREEMENTS, METER APPLICATIONS, CONSTRUCTION PERMITS, AND PAYMENT OF FEES HAVE BEEN MADE TO THE CITY OF RENTON. 5. ALL CONNECTION TO EXISTING MAINS IS TO BE ACCOMPLISHED BY THE CITY OF RENTON, EXCEPT WET TAPS, WHICH MAY BE MADE BY APPROVED WET TAP CONTRACTORS WITH PRIOR APPROVAL FROM THE PUBLIC WORKS DEPARTMENT. ALL NECESSARY EXCAVATION AND MATERIALS ARE TO BE SUPPLIED BY THE CONTRACTOR AND BE ON-SITE PRIOR TO CITY NOTIFICATIONS. REFER TO SP 7-09.3(19)A. 6. CONTRACTOR TO PROVIDE PLUGS AND TEMPORARY BLOW-OFF ASSEMBLIES FOR TESTING AND PURITY ACCEPTANCE PRIOR TO FINAL TIE-IN. 7. ALL WATERMAINS 6 INCHES AND LARGER IN DIAMETER SHALL BE CLEANED WITH PIPE CLEANING “PIGS” PRIOR TO DISINFECTION. THE “POLY PIGS” SHALL BE GIRARD INDUSTRIES AQUA SWAB-AS OR APPROVED EQUAL, 2 LB/CU. FT. DENSITY FOAM WITH 90A DUROMETER URETHANE RUBBER COATING ON THE REAR OF “PIG” ONLY. "PIGS" SHALL BE CYLINDER SHAPED WITH BULLET NOSE OR SQUARE END. THE CONTRACTOR WILL PERFORM THE CLEANING OPERATION. REFER TO SP 7-09.3(24)A. 8. ALL WATERMAINS AND SERVICES SHALL BE PRESSURE TESTED TO A MINIMUM OF 200 PSI OR 150 PSI OVER OPERATING PRESSURE, IN ACCORDANCE WITH THE SPECIFICATIONS OF THE CITY OF RENTON AND THE WASHINGTON STATE HEALTH DEPARTMENT. ALL PRESSURE TESTING SHALL BE DONE IN THE PRESENCE OF A REPRESENTATIVE OF THE CITY OF RENTON. THE QUANTITY OF WATER LOST FROM THE MAIN SHALL NOT EXCEED THE NUMBER OF GALLONS PER HOUR AS LISTED IN CITY OF RENTON SP 7-09.3(23). THE LOSS IN PRESSURE SHALL NOT EXCEED 5 PSI DURING THE 2 HOUR TEST PERIOD. REFER TO SP 7-09.3(23). 9. ALL WATERMAINS AND SERVICES SHALL BE DISINFECTED BY THE INJECTION OF A 50 PPM (MINIMUM CONCENTRATION) CHLORINE/WATER SOLUTION. DRY CALCIUM HYPOCHLORITE SHALL NOT BE PLACED IN THE PIPE AS LAID. CHLORINE SHALL BE METERED/INJECTED IN ACCORDANCE WITH SECTION 7-09.3(24) OF THE SPECIAL PROVISIONS REFERENCED ABOVE. REFER TO SP 7-09.3(24). 10. ALL JOINT RESTRAINT SYSTEMS (SHACKLE RODS, NUTS, BOLTS, ETC.) SHALL BE AS MANUFACTURED BY THE STAR MANUFACTURING COMPANY OF COLUMBUS OHIO, OR EQUAL, APPROVED IN WRITING BY THE PUBLIC WORKS DEPARTMENT. REFER TO SP 9-30.2(6) FOR RESTRAINED JOINT AND FITTINGS. WATER UTILITY NOTES: 1. ALL LIMITS OF CLEARING AND AREAS OF VEGETATION PRESERVATION AS PRESCRIBED ON THE PLAN(S) SHALL BE CLEARLY FLAGGED IN THE FIELD AND OBSERVED DURING CONSTRUCTION. 2. ALL REQUIRED SEDIMENTATION/EROSION CONTROL FACILITIES MUST BE CONSTRUCTED AND IN OPERATION PRIOR TO LAND CLEARING AND/OR CONSTRUCTION TO ENSURE THAT SEDIMENT LADEN WATER DOES NOT ENTER THE NATURAL DRAINAGE SYSTEM. ALL EROSION AND SEDIMENT FACILITIES SHALL BE MAINTAINED IN A SATISFACTORY CONDITION UNTIL SUCH TIME THAT CLEARING AND/OR CONSTRUCTION IS COMPLETE AND POTENTIAL FOR ON-SITE EROSION HAS PASSED. THE IMPLEMENTATION, MAINTENANCE, REPLACEMENT AND ADDITIONS TO EROSION/SEDIMENTATION CONTROL SYSTEMS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. 3. ALL SEDIMENTATION/EROSION FACILITIES MUST BE IN OPERATION PRIOR TO CLEARING AND BUILDING CONSTRUCTION, AND THEY MUST BE SATISFACTORILY MAINTAINED UNTIL CONSTRUCTION IS COMPLETED AND THE POTENTIAL FOR ON-SITE EROSION HAS PASSED. 4. THE EROSION AND SEDIMENTATION CONTROL SYSTEMS DEPICTED ON THESE DRAWINGS ARE INTENDED TO BE MINIMUM REQUIREMENTS TO MEET ANTICIPATED SITE CONDITIONS. AS CONSTRUCTION PROGRESSES AND UNEXPECTED OR SEASONAL CONDITIONS DICTATE, THE CONTRACTOR SHALL ANTICIPATE THAT MORE EROSION AND SEDIMENTATION CONTROL FACILITIES WILL BE NECESSARY TO ENSURE COMPLETE SILTATION CONTROL ON THE PROPOSED SITE. DURING THE COURSE OF CONSTRUCTION, IT SHALL BE THE OBLIGATION AND RESPONSIBILITY OF THE CONTRACTOR TO ADDRESS ANY NEW CONDITIONS THAT MAY BE CREATED BY THE ACTIVITIES AND TO PROVIDE ADDITIONAL FACILITIES, OVER AND ABOVE MINIMUM REQUIREMENTS, AS MAY BE NEEDED, TO PROTECT ADJACENT PROPERTIES AND WATER QUALITY OF THE RECEIVING DRAINAGE SYSTEM. 5. DURING THE TIME PERIOD OF OCTOBER 1ST THROUGH APRIL 30TH, ALL PROJECT DISTURBED SOIL AREAS GREATER THAN 5,000 SQUARE FEET, THAT ARE TO BE LEFT UN-WORKED FOR MORE THAN 12 HOURS, SHALL BE COVERED BY MULCH, SODDING OR PLASTIC COVERING. 6. IN ANY AREA WHICH HAS BEEN STRIPPED OF VEGETATION AND WHERE NO FURTHER WORK IS ANTICIPATED FOR A PERIOD 30 DAYS OR MORE, ALL DISTURBED AREAS MUST BE IMMEDIATELY STABILIZED WITH MULCHING, GRASS PLANTING OR OTHER APPROVED EROSION CONTROL TREATMENT APPLICABLE TO THE TIME OF YEAR. GRASS SEEDING ALONE WILL BE ACCEPTABLE ONLY DURING THE MONTHS OF APRIL THROUGH SEPTEMBER, INCLUSIVE. SEEDING MAY PROCEED, HOWEVER, WHENEVER IT IS IN THE INTEREST OF THE CONTRACTOR, BUT MUST BE AUGMENTED WITH MULCHING, NETTING OR OTHER TREATMENT APPROVED BY THE CITY OF RENTON, OUTSIDE THE SPECIFIED TIME PERIOD. 7. FOR ALL EROSION/SEDIMENTATION CONTROL PONDS WHERE THE DEAD STORAGE DEPTH EXCEEDS 6 INCHES, A FENCE IS REQUIRED WITH A MINIMUM HEIGHT OF THREE (3) FEET, 3:1 SIDE SLOPES. 8. THE CONTRACTOR SHALL SUBMIT A CONSTRUCTION STORMWATER POLLUTION PREVENTION (CSWPP) PLAN PRIOR TO CONSTRUCTION ACTIVITIES START. THE CSWPP SHALL INCLUDE EROSION AND SEDIMENT CONTROL (ESC) LAND TO ADDRESS EROSION AND SEDIMENT CONTROL REQUIREMENTS AND THE STORMWATER POLLUTION PREVENTION AND SPILL CONTROL PLAN TO ADD EFFECTIVE MANAGEMENT OF ONSITE ACTIVITIES AND MATERIALS. EROSION AND SEDIMENT CONTROL NOTES: NO.DATE BY REVISION NOT TO SCALE THEN DRAWING IS NOT MEASURE 1" IF THIS BAR DOES NOTICE CHECKED DRAWN DESIGNED PROJECT NO.:SCALE:DATE:H:\evt_projects\16\1840 - Kennydale Reservoir\CAD\DOR\Sheets\offsite Improvements\16-1840-WA-CIVIL-LAYOUT-R.dwg G-4 7/15/2021 10:12 AM MATT.FEATHERSTONE 23.0s (LMS Tech)SHEET 120 1 NO.DATE BY REVISION NOT TO SCALE THEN DRAWING IS NOT MEASURE 1" IF THIS BAR DOES NOTICE CHECKED DRAWN DESIGNED PROJECT NO.:SCALE:DATE:H:\evt_projects\16\1840 - Kennydale Reservoir\CAD\DOR\Sheets\offsite Improvements\16-1840-WA-CIVIL-LAYOUT-R.dwg G-4 7/15/2021 10:12 AM MATT.FEATHERSTONE 23.0s (LMS Tech)SHEET 120 1 16-1840 G-4 of 11 CITY OF RENTON KENNYDALE RESERVOIR - SCHEDULE C OFFSITE IMPROVEMENTS JUNE 2020 DJB MNF MGM DRAWING RECORD SEE DISCLAIMER, SHEET 1. 12-9-97 VERSION 4.1 GENERAL NOTES STA=KK1+26STA=KK1+4612" SDSURVEY CONTROL POINTS PT NO. 52 53 54 56 57 58 59 70 71 72 73 74 75 76 78 79 80 81 82 83 84 85 86 87 88 89 90 91 177 302 303 304 305 306 DESCRIPTION Mon in Case No.266 Mon in Case EX Mon in Case No.1886 Mon in Case COR-527 Mon in Case COR-1176 Mon in Case COR-526 Nail EX BR. DHA 70 M&W DHA 71 PK&W DHA 55 DHA 73 DHA 74 X DHA 75 MIC DHA 76 RCC DHA 78 M&W DHA 79 RCC DHA 80 RCC DHA 81 RCC DHA 82 DHA 83 M&W DHA-84 RCC DHA-85 MIC DHA-86 RCC DHA-87 M&W DHA 88 M&W DHA 89 DHA-90 NCC DHA 2876-91 DHA 177 RCC Rebar Cap SET Rebar Cap SET Rebar Cap SET Backsite 76 Rebar Cap SET NORTHING N N191429.81 N191451.62 N191472.81 N192653.02 N192776.53 N193184.77 N192765.86 N192778.94 N192541.92 N192116.38 N192084.06 N192127.00 N192097.34 N192252.46 N192390.60 N192653.47 N192916.55 N193172.41 N193710.87 N194084.61 N194065.66 N194069.95 N191573.73 N191593.77 N192376.93 N193415.32 N193969.10 N193415.41 N192409.36 N192444.47 N192442.00 N192141.79 N192252.45 N192139.28 EASTING E E1303590.03 E1302255.22 E1300956.76 E1302294.60 E1302298.61 E1302312.00 E1302979.54 E1302629.85 E1302275.95 E1302277.01 E1302584.31 E1303170.68 E1303455.68 E1302633.02 E1302296.29 E1302305.67 E1302312.78 E1302322.42 E1302338.17 E1302327.41 E1302680.05 E1303005.71 E1302273.27 E1302016.17 E1302078.20 E1302300.24 E1302348.69 E1303042.46 E1302594.97 E1302569.83 E1302726.81 E1302559.95 E1302633.02 E1302716.93 ELEVATION 0.00 0.00 0.00 0.00 192.71 182.09 214.78 208.41 204.19 201.26 207.68 239.97 235.73 211.80 205.22 198.56 189.82 182.81 165.83 164.54 202.21 182.33 205.51 183.09 173.23 166.84 168.36 193.57 220.73 220.95 225.36 206.54 211.44 212.78 NO.DATE BY REVISION NOT TO SCALE THEN DRAWING IS NOT MEASURE 1" IF THIS BAR DOES NOTICE CHECKED DRAWN DESIGNED PROJECT NO.:SCALE:DATE:H:\evt_projects\16\1840 - Kennydale Reservoir\CAD\DOR\Sheets\offsite Improvements\16-1840-WA-SCHED-B P-P-R.dwg G-5 8/24/2021 1:56 PM MATT.FEATHERSTONE 23.0s (LMS Tech)SHEET 120 1 16-1840 of 11 CITY OF RENTON KENNYDALE RESERVOIR - SCHEDULE C OFFSITE IMPROVEMENTS JUNE 2020 SW 1/4, SECTION 32, TOWNSHIP 24 NORTH, RANGE 5 EAST, W.M.KENNYDALE RESERVOIRPR17000491LUA17-000633KENNYDALE RESERVOIRTED-40-4019C-TBDDJB MNF MGM DRAWING RECORD SEE DISCLAIMER, SHEET 1. 12-9-97 VERSION 4.1 G-5 51" = 100' PLAN SCALE: 1"=100' PARK AVE N N 30TH STN 29TH STW-1 W-3 N 28TH PLN 30TH STW-2N 31ST STN 32ND STN 33RD STN 33RD PLN 34TH STN 35TH STN 36TH STMEADOW AVE NN 32ND STW-3N 28TH STSURVEY CONTROL NOTES: 1. SURVEY REFERENCES: -(R1) AMENDED RECORD OF SURVEY RECORDED UNDER REC. No. 20060509900013, BY PERTEET INC. (VOLUME 204, PAGES 081). -(R2) SHORT PLAT MAP RECORDED UNDER REC. No. 20040727900001, BY CENTAUR LAND SURVEYING. (VOLUME 174, PAGE 236). 2. ALL MONUMENTS VISITED DURING OCTOBER 2016 UNLESS OTHERWISE NOTED. 3. EQUIPMENT: THE PRIMARY MEASUREMENT EQUIPMENT UTILIZED IN THE PERFORMANCE OF THIS SURVEY WAS A LEICA TCRA 1101 TOTAL STATION, SN# 624750. 4. BASIS OF BEARING: WASHINGTON STATE PLANE COORDINATE SYSTEM, NORTH ZONE, NAD 83(91), AS PRESCRIBED BY THE CITY OF RENTON. 5. CONTOUR INTERVAL: (1') ONE FOOT. 6. VERTICAL DATUM: NORTH AMERICAN VERTICAL DATUM 1988 (NAVD 88) AS EXTENDED FROM CITY OF RENTON BENCHMARK COR-341 VIA CONVENTIONAL TRAVERSE TECHNIQUES. 7. CITY OF RENTON ZONING: CN-COMMERCIAL NEIGHBORHOOD R6-RESIDENTIAL - 6 DU/AC. BENCHMARKS: BM #1 - CITY OF RENTON COR341 TOP 5/8" STEEL ROD SET IN CONCRETE MONUMENT IN CASE 3' EAST OF CENTERLINE OF INTERSECTION PARK AVENUE NORTH AND NORTH 30TH STREET. ELEVATION = 201.26' BM 2 - CITY OF RENTON COR 526 TOP HARD NAIL 2' EAST OF CENTERLINE INTERSECTION OF PARK AVENUE NORTH AND NORTH 33RD PLACE ELEVATION = 182.09'N 34TH STPARK AVE N WATERMAIN LAYOUT AND SURVEY CONTROL W-6 W-6 4'CLF GATE &16" DI W(308 ZONE)8" DI W(435 ZONE)8" DI W (435 ZONE) L2+56 L0+80L1+00L2+00 12" DI W (308 ZONE)H0+80H1+00H2+00 H3+00 H4+00 12" SD190 195 200 205 210 215 220 190 195 200 205 210 215 220 H0+80 H1+00 H1+20 H1+40 H1+60 H1+80 H2+00 H2+20 H2+40 H2+60 H2+80 H3+00 H3+20 H3+40 H3+60 H3+80 H4+00 H4+20 H4+40STA H1+28EXIST GRADE @ PIPE CL FINISH GRADE @ PIPE CL 3' MIN COVER, TYPIE=193.5±IE=197.4±IE=199.7±EX 12" DI IE=196.4±C C R R 8" DI W RJ INSTALL AT CONT RI S I N G S L P TO AVOID INTERMED I A T E H P T18" MIN1.0'1'.0'SET 1 FULL LENGTH PIPE CENTERED OVER SS X-ING STA H1+38 STA H1+72EX 8" CONC SSSTA H1+48EX 12" CONC SDSTA H1+61STA H0+98PROP 16" W X-INGSTA H1+30=STA L1+38EX 8" CONC SSSTA H4+18EX TELESTA H4+30EX 12" DI WATER (ABAND)STA H4+22IE=199.4±DEMOLISH & REMOVE EXIST WMH FUTURE 12" SD (BY OTHERS)STA H4+08185 190 195 200 205 210 215 185 190 195 200 205 210 215 L0+80 L1+00 L1+20 L1+40 L1+60 L1+80 L2+00 L2+20 L2+40 L2+60 EXIST GRADE @ PIPE CL FINISH GRADE @ PIPE CL 16" DI W EXISTING 16" DI W 16" IE=198.7±1.0'EX 8" CONC SSSTA L1+67IE=193.3±12" IE=197.6±EX 12" CONC SDSTA L1+80IE=198.8±12" DI W EXISTING 12" DI W C C 4" CDF SLURRY AROUND PROPOSED WATER MAIN TO A DISTANCE OF 10' LATERALLY AT STORM AND SEWER CROSSINGS, TYP1.0'STA L1+90STA L1+70 R RSTA L1+25STA L1+47STA L2+41STA L1+41PROP 8" W X-INGSTA L1+38=STA H1+30STA L0+86RESTORE CROSSWALKS & STOP BARS PER COR STD PLANS 127 & 128, TYP 308 ZONE PIPING L1 STA L0+86 N192112.87, E1302306.74 FURNISH & INSTALL 2-16" DI LONG BODY SLV, MJ, RESTR CONNECTION TO EXIST SYSTEM, SEE DET 1, SHT W-4 L2 STA L1+25 N192113.30, E1302281.85 FURNISH & INSTALL 1-16" DI 45° BEND, MJ, RESTR 1-TB L3 STA L1+41 N192102.04, E1302270.19 FURNISH & INSTALL 1-16" DI 45° BEND, MJ, RESTR 1-TB L4 STA L1+47 N192102.05, E1302264.46 FURNISH & INSTALL 1-12" DI CROSS, FLG 2-12" GV, FLG 2-12" GV, FLGxMJ, RESTR 1-12"x8" DI REDUCER, FLGxMJ, RESTR 1-16"x12" DI REDUCER, FLGxMJ, RESTR 1-12"x8" REDUCER, MJ, RESTR 1-8" SLEEVE, MJ, RESTR L5 STA L1+47, -20.0 LT N192082.05, E1302264.70 FURNISH & INSTALL 2-8" DI LONG BODY SLV, MJ, RESTR CONNECTION TO EXIST SYSTEM, SEE DET 2, SHT W-4 L6 STA L1+47, -20.0' LT N192102.71, E1302244.34 FURNISH & INSTALL 2-12" DI LONG BODY SLV, MJ, RESTR CONNECTION TO EXIST SYSTEM, SEE DET 2, SHT W-4 L7 STA L2+41 N192196.49, E1302269.63 FURNISH & INSTALL 2-12" DI LONG BODY SLV, MJ, RESTR CONNECTION TO EXIST SYSTEM, SEE DET 2, SHT W-4 0 SCALE IN FEET 201020 40 NO.DATE BY REVISION NOT TO SCALE THEN DRAWING IS NOT MEASURE 1" IF THIS BAR DOES NOTICE CHECKED DRAWN DESIGNED PROJECT NO.:SCALE:DATE:H:\evt_projects\16\1840 - Kennydale Reservoir\CAD\DOR\Sheets\offsite Improvements\16-1840-WA-SCHED-B P-P-R.dwg W-1 8/24/2021 1:56 PM MATT.FEATHERSTONE 23.0s (LMS Tech)SHEET 120 1 16-1840 of 11 CITY OF RENTON KENNYDALE RESERVOIR - SCHEDULE C OFFSITE IMPROVEMENTS JUNE 2020 SW 1/4, SECTION 32, TOWNSHIP 24 NORTH, RANGE 5 EAST, W.M.KENNYDALE RESERVOIRPR17000491LUA17-000633KENNYDALE RESERVOIRTED-40-4019C-TBDDJB MNF MGM DRAWING RECORD SEE DISCLAIMER, SHEET 1. 12-9-97 VERSION 4.1 W-1 61" = 20' N 30TH ST 405 N 32ND ST N 32ND ST N 33RD ST N 31ST ST N 29TH ST N 28TH PL N 27TH PL N 28TH ST N 33RD PL N 34TH ST N 35TH ST N 36TH ST N 37TH ST N 36TH ST N 34TH STPARK AVE NMEADOW AVE NN 26TH STPARKAVE NVICINITY MAP SCALE: 1"=500' PLAN SCALE: 1"=20'MATCHLINE STA H4+40SEE SHEET W-2SCALE: 1"=20' HORIZ, 1"=5' VERT 435 ZONE PROFILEN 30TH STMATCHLINE STA H4+40SEE SHEET W-2DETAIL SCALE: 1"=5' 1 6 " D I W 3 0 8 Z O N E 8" DI W 435 ZONE N 31ST STPARK AVE N 1 2 1 1 1 1 1 4" CDF SLURRY AROUND PROPOSED WATER MAIN TO A DISTANCE OF 10' LATERALLY AT STORM AND SEWER CROSSINGS, TYP WATER PIPING SCHEDULE INSTALL INLET PROTECTION, PER COR STD PLAN 216.30 EROSION CONTROL KEY NOTE 1 2 1 1 1. ALL WATER PIPING SHALL BE RESTRAINED DUCTILE IRON, SEE SP 9-30.2(6). 2. INSTALL RESTRAINED RETAINER GLANDS ON ALL MECHANICAL JOINT FITTINGS AND VALVES PER SP 9-30.2(6). 3. BURIED WATER MAIN PIPE MATERIAL SHALL BE PER WSDOT SPECIFICATION 9-30.1(1). 4. DEPTHS OF EXISTING UTILITIES ARE APPROXIMATE AND BASED ON THE BEST AVAILABLE DATA AT THE TIME OF DESIGN. CONTRACTOR SHALL POTHOLE EXISTING UTILITIES A MINIMUM OF 200 FEET AHEAD OF NEW UTILITY CONSTRUCTION TO VERIFY DEPTHS AT CROSSINGS AND CONNECTIONS. 5. COORDINATE WITH CITY TO ACCOMPLISH WATER MAIN CONNECTIONS TO EXISTING SYSTEM. CITY STAFF SHALL OPERATE ALL WATER SYSTEM VALVES. CONTRACTOR NOT ALLOWED TO OPERATE VALVES. 6. ALL WATER/SEWER CROSSINGS SHALL MEET DOE STANDARDS FOR POTABLE/NON-POTABLE PIPELINE SEPARATION DESIGN. CONTRACTOR TO VERIFY PROPOSED CROSSINGS TWO DAYS IN ADVANCE OF INSTALLATION OF PIPELINE CROSSING. 7. INSTALL LOCATOR TAPE AT 1' ABOVE TOP OF PIPE. NOTES 2 SCALE: 1"=20' HORIZ, 1"=5' VERT 308 ZONE PROFILE 1 4 TRANSVERSE HMA PATCH PER COR STD PLAN H032.10 LONGITUDINAL HMA PATCH PER COR STD PLAN H032 CLEARING LIMITS, TYP 1 REPLACE CURB AND GUTTER PER COR STD PLAN 103, TYP 7 5 7 WATERMAIN PLAN & PROFILE STA H1+00 TO H4+40, L0+80 TO L2+60 435 ZONE PIPING 1H STA H0+98 N192101.70, E1302295.47 FURNISH & INSTALL 1-8" DI LONG BODY SLV, MJ, RESTR 1-12"x8" DI REDUCER, MJ, RESTR CONNECTION TO EXIST SYSTEM, SEE DET 3, SHT W-4 1 3 4 6 7 5 6 1 32 REPLACE SIDEWALK PER COR STD PLAN 102, TYP INSTALL 5-FT AWAY FROM EXIST FITTING AND BLOCKING, MAX 20-FT LENGTH 3 4 2 12" CUT-IN ISOLATION VALVES TO BE INSTALLED BY CITY, CONTRACTOR TO COORDINATE WITH CITY FOR SCHEDULING 8" CUT-IN ISOLATION VALVES TO BE INSTALLED BY CITY, CONTRACTOR TO COORDINATE WITH CITY FOR SCHEDULING 12" CUT-IN ISOLATION VALVES TO BE INSTALLED BY CITY, CONTRACTOR TO COORDINATE WITH CITY FOR SCHEDULING 12" DI W 308 ZONE12" DI W308 ZONE8" DI W 308 ZONE RESTORE DISTURBED LANDSCAPING & GRAVEL TO EXIST CONDITIONS, TYP PROTECT EXIST PSE GAS. COORDINATE TRENCH PROTECTION & BACKFILL REQ'D W/ PSE PROVIDE TEMPORARY WATER SERVICE SERVICE TO 1302 30TH AVE N, COORDINATE WITH CITY PROVIDE TEMPORARY WATER SERVICE SERVICE TO 2918 PARK AVE, COORDINATE WITH CITY FUTURE 12" SD (BY OTHERS) 2A 2 STA H1+28 N192102.10, E1302272.54 FURNISH & INSTALL 1-8" DI 90° BEND, MJ, RESTR 1-TB 2A STA H4+08 N192382.28, E1302281.71 FURNISH & INSTALL 1-8" DI TEE, FLG 3-8" GV, FLGXMJ 1-8" DI PLUG, MJ, RESTR 1-TB 2 2A DEMOLISH & REMOVE EXIST WMH 2A N 32ND ST6'VBF5'VBFSHRUB 8" DI W (435 ZONE) H8+14 H5+00 H6+00 H7+00 H8+00 180 185 190 195 200 205 210 215 220 180 185 190 195 200 205 210 215 220 H4+40 H4+60 H4+80 H5+00 H5+20 H5+40 H5+60 H5+80 H6+00 H6+20 H6+40 H6+60 H6+80 H7+00 H7+20 H7+40 H7+60 H7+80 H8+00 H8+20BOTTOM OF DITCHSTA H7+77EXIST GRADE @ PIPE CL FINISH GRADE @ PIPE CL 3' MIN COVER, TYP STA H7+94IE=196.4±R R 12" IE=189.2± EX 12" DI2' MINIE=184.9±8" DI W R J INSTA L L A T C O N T R I S I N G S L P TO AV O I D I N T E R M E D I A T E H P T EX 8" SSSTA H8+10STA H7+84STA H7+71STA H7+94EX GASSTA H7+85EX GASSTA H7+19EX TELESTA H7+04STA H4+49STA H4+72AIR/VAC ASSEMBLYINSTALL AT HIGHPOINT IN FIELDSTA H4+86EX TELESTA H5+59EX 8" CONC SSSTA H5+76435 ZONE PIPING 3H STA H4+49 N192423.35, E1302283.05 FURNISH & INSTALL 1-8" DI 45° BEND, MJ, RESTR 1-TB 4H STA H4+72 N192438.82, E1302299.56 FURNISH & INSTALL 1-8" DI 45° BEND, MJ, RESTR 1-TB 5H STA H7+71 N192737.65, E1302309.36 FURNISH & INSTALL 1-8" DI 45° BEND, MJ, RESTR 1-TB 6H STA H7+84 N192746.47, E1302318.74 FURNISH & INSTALL 1-8" DI 45° BEND, MJ, RESTR 1-TB 7H STA H7+94 N192756.67, E1302319.07 FURNISH & INSTALL 1-12"x8" DI TEE, FLG 1-12" DI LONG BODY SLV, MJ, RESTR 1-8" DI LONG BODY SLV, MJ, RESTR 2-12" GV, FLGxMJ, RESTR 1-8" GV, FLGxMJ, RESTR 1-TB CONNECTION TO EXIST SYSTEM, SEE DET 4, SHT W-5 PROPOSED ZONE VALVE NORMALLY CLOSED 4 5 6 7 3 0 SCALE IN FEET 201020 40 NO.DATE BY REVISION NOT TO SCALE THEN DRAWING IS NOT MEASURE 1" IF THIS BAR DOES NOTICE CHECKED DRAWN DESIGNED PROJECT NO.:SCALE:DATE:H:\evt_projects\16\1840 - Kennydale Reservoir\CAD\DOR\Sheets\offsite Improvements\16-1840-WA-SCHED-B P-P-R.dwg W-2 8/24/2021 1:56 PM MATT.FEATHERSTONE 23.0s (LMS Tech)SHEET 120 1 16-1840 of 11 CITY OF RENTON KENNYDALE RESERVOIR - SCHEDULE C OFFSITE IMPROVEMENTS JUNE 2020 SW 1/4, SECTION 32, TOWNSHIP 24 NORTH, RANGE 5 EAST, W.M.KENNYDALE RESERVOIRPR17000491LUA17-000633KENNYDALE RESERVOIRTED-40-4019C-TBDDJB MNF MGM DRAWING RECORD SEE DISCLAIMER, SHEET 1. 12-9-97 VERSION 4.1 W-2 71" = 20' VICINITY MAP SCALE: 1"=500' PLAN SCALE: 1"=20' SCALE: 1"=20' HORIZ, 1"=5' VERT 308 ZONE PROFILEMATCHLINE STA H4+40SEE SHEET W-1PARK AVE N AIR/VAC ASSEMBLY PER COR STD PLAN 340.4 N 30TH ST 405 N 32ND ST N 32ND ST N 33RD ST N 31ST ST N 29TH ST N 28TH PL N 27TH PL N 28TH ST N 33RD PL N 34TH ST N 35TH ST N 36TH ST N 37TH ST N 36TH ST N 34TH STPARK AVE NMEADOW AVE NN 26TH STPARKAVE NMATCHLINE STA H4+40SEE SHEET W-1N 32ND STN 32ND ST4 WATER PIPING SCHEDULE 1. ALL WATER PIPING SHALL BE RESTRAINED DUCTILE IRON, SEE SP 9-30.2(6). 2. INSTALL RESTRAINED RETAINER GLANDS ON ALL MECHANICAL JOINT FITTINGS AND VALVES PER SP 9-30.2(6). 3. BURIED WATER MAIN PIPE MATERIAL SHALL BE PER WSDOT SPECIFICATION 9-30.1(1). 4. DEPTHS OF EXISTING UTILITIES ARE APPROXIMATE AND BASED ON THE BEST AVAILABLE DATA AT THE TIME OF DESIGN. CONTRACTOR SHALL POTHOLE EXISTING UTILITIES A MINIMUM OF 200 FEET AHEAD OF NEW UTILITY CONSTRUCTION TO VERIFY DEPTHS AT CROSSINGS AND CONNECTIONS. 5. COORDINATE WITH CITY TO ACCOMPLISH WATER MAIN CONNECTIONS TO EXISTING SYSTEM. CITY STAFF SHALL OPERATE ALL WATER SYSTEM VALVES. CONTRACTOR NOT ALLOWED TO OPERATE VALVES. 6. ALL WATER/SEWER CROSSINGS SHALL MEET DOE STANDARDS FOR POTABLE/NON-POTABLE PIPELINE SEPARATION DESIGN. CONTRACTOR TO VERIFY PROPOSED CROSSINGS TWO DAYS IN ADVANCE OF INSTALLATION OF PIPELINE CROSSING. 7. INSTALL LOCATOR TAPE AT 1' ABOVE TOP OF PIPE. NOTES 4 SERVICE CONNECTION PER COR STD PLAN 320.1, TYP 7 7 3 3 6 5 1 INSTALL INLET PROTECTION, PER COR STD PLAN 216.30 EROSION CONTROL KEY NOTE 1 RESET EXIST CB & SD 5 6 8" DI W 435 ZONE PROTECT EXIST LIGHT POLE PROTECT EXIST LIGHT POLE REPLACE CURB AND GUTTER PER COR STD PLAN 103, TYP DETAIL SCALE: 1"=5'OPENOPEN ZONE VALVE, NORMALLY CLOSED12" W 308 ZONE12" W 435 ZONEWATERMAIN PLAN & PROFILE STA H4+40 TO H8+20 REPLACE SIDEWALK PER COR STD PLAN 102, TYP HMA PATCH PER COR STD PLANS H032.10 & H032 CLEARING LIMITS, TYP PROTECT EXIST MONUMENT RESTORE DISTURBED LANDSCAPING AND GRAVEL TO EXIST CONDITIONS, TYPRESTORE HMA DRIVEWAY TO EXIST CONDITIONS, TYP 190 195 200 205 210 215 220 190 195 200 205 210 215 220 JJ0+80 JJ0+90 JJ1+00 JJ1+10 JJ1+20 JJ1+30 JJ1+40 JJ1+50STA JJ1+24EXIST GRADE @ PIPE CL EX 12" DI 12" DI W EX 12" DISTA JJ0+92STA JJ1+38FIN GRADE 12" DI W (435 ZONE) 12" DI W (308 ZONE) R RSTA JJ1+06POINT TABLE POINT# A B C D DESCRIPTION NE CORNER OF N 28TH ST. PRV VAULT SW CORNER OF N 28TH ST. PRV VAULT NE CORNER OF MEADOW AVE. N. PRV VAULT SW CORNER OF MEADOW AVE. N. PRV VAULT NORTHING 191497.05 191484.34 193396.36 193389.97 EASTING 1302236.35 1302242.95 1303059.28 1303046.48 ELEVATION 202.43 202.43 198.20 198.20JJ1+45JJ0+81JJ1+00201202 8"SD8"S D STA KK1+65175 180 185 190 195 200 205 210 175 180 185 190 195 200 205 210 KK0+90 KK1+00 KK1+10 KK1+20 KK1+30 KK1+40 KK1+50 KK1+60 KK1+70 KK1+80 KK1+90STA KK1+71STA KK1+19EX 12" CONC SDSTA KK1+36STA KK0+96EXIST GRADE @ PIPE CL EXIST 12" DI W C C FIN GRADE @ PIPE CL 12" DI W (435 ZONE) 12" DI W(308 ZONE) STA=KK1+26 STA=KK1+46 R RSTA KK1+30STA KK1+23KK1+75KK0+90K K 1 + 0 0 1 9 7 1 9 8 STA KK0+96 N193394.52, E1303043.32 FURNISH & INSTALL 1-12" DI LONG BODY SLV, MJ, RESTR 1-12" DI TEE, FLG 2-12" GV, MJxFLG, RESTR 1-12" DI ADAPTER, FLGXMJ 1-12" DI SPOOL, LTF 1-TB STA KK1+19 N193394.03, E1303065.97 FURNISH & INSTALL 1-12" DI 90° BEND, MJ, RESTR 1-12" DI SPOOL, LTF 1-TB STA KK1+30 N193405.02, E1303066.20 1-12" DI 22.5° VERT BEND, MJ, RESTR 1-12" DI SPOOL, LTF 1-TB STA KK1+65 N193440.20, E1303066.96 FURNISH & INSTALL 1-12" DI 90° BEND, MJ, RESTR 1-TB CONNECTION TO EXIST SYSTEM, SEE DET 5, SHT W-5 STA KK1+71 N193440.33, E1303060.99 FURNISH & INSTALL 2-12" DI LONG BODY SLV, MJ, RESTR 1-12" DI TEE, MJxFLG, RESTR 1-12" DI SPOOL, LTF 1-12" GV, MJxFLG, RESTR 1-TB CONNECTION TO EXIST SYSTEM, SEE DET 5, SHT W-5 STA KK1+23 N193398.03, E1303066.05 FURNISH & INSTALL 1-12" DI 22.5° VERT BEND, MJ, RESTR 1-TB 16-1840 of 11 CITY OF RENTON KENNYDALE RESERVOIR - SCHEDULE C OFFSITE IMPROVEMENTS JUNE 2020 SW 1/4, SECTION 32, TOWNSHIP 24 NORTH, RANGE 5 EAST, W.M.KENNYDALE RESERVOIRPR17000491LUA17-000633KENNYDALE RESERVOIRTED-40-4019C-TBDDJB MNF MGM DRAWING RECORD SEE DISCLAIMER, SHEET 1. 12-9-97 VERSION 4.1 W-3 8AS SHOWN NO.DATE BY REVISION NOT TO SCALE THEN DRAWING IS NOT MEASURE 1" IF THIS BAR DOES NOTICE CHECKED DRAWN DESIGNED PROJECT NO.:SCALE:DATE:H:\evt_projects\16\1840 - Kennydale Reservoir\CAD\DOR\Sheets\offsite Improvements\16-1840-WA-SCHED-B P-P-R.dwg W-3 8/24/2021 1:56 PM MATT.FEATHERSTONE 23.0s (LMS Tech)SHEET 120 1 VICINITY MAP SCALE: 1"=500' 12" GV (NORMALLY CLOSED) NEW PRV PER COR STD DET 340.6 N191462.91, E1302242.60 FURNISH & INSTALL 1 - CB-2, CONC INLET PER COR STD PLAN 200.30 RIM=201.5 IE(IN) 8"(N)=200.15 IE(OUT) 8"(E)=200.05 ROUTE PRESSURE RELIEF VALVE DISCHARGE TO NEW CATCH BASIN PRV VAULT 12"DI N 30TH ST 405 N 32ND ST N 32ND ST N 33RD ST N 31ST ST N 29TH ST N 28TH PL N 27TH PL N 28TH ST N 33RD PL N 34TH ST N 35TH ST N 36TH ST N 37TH ST N 36TH ST N 34TH STPARK AVE NMEADOW AVE NN 26TH STPARKAVE NN 28TH ST N 3 4 T H S T SW 1/4, SECTION 32, TOWNSHIP 24 NORTH, RANGE 5 EAST, W.M. SCALE: 1"=10' HORIZ, 1"=5' VERT PROFILE SCALE: 1"=10' HORIZ, 1"=5' VERT PROFILE NW 1/4, SECTION 32, TOWNSHIP 24 NORTH, RANGE 5 EAST, W.M. 12" GV (NORMALLY CLOSED)12"DINEW PRV PER COR STD DET 340.6 ROUTE PRESSURE RELIEF VALVE DISCHARGE OVER CONC SPLASH BLOCK CONC SPLASH BLOCK,FLUSH WITH PROPOSED GROUND SURFACE MEADO W AVE N WATER PIPING SCHEDULE 2 1 1 2 4 5 1 2 5 4PARK AVE NZONE VALVE3 PARK AVE N & N 28TH ST 1.STA JJ0+92 N191481.22, E1302254.13 FURNISH & INSTALL 1-12" DI LONG BODY SLV, MJ, RESTR 1-12" DI TEE, MJxFLG, RESTR 1-12" GV, MJxFLG, RESTR 1-12" DI ADAPTER (FLxMJ) 1-12" DI SPOOL, LTF 1-TB 2.STA JJ1+06 N191481.57, E1302240.47 FURNISH & INSTALL 1-12" DI 90° BEND, MJ, RESTR 1-TB 3.STA JJ1+24 N191500.24, E1302240.80 FURNISH & INSTALL 1-12" DI 90° BEND, MJ, RESTR 1-TB 4.STA JJ1+38 N191499.87, E1302254.23 FURNISH & INSTALL 1-12" DI TEE, MJxFLG, RESTR 1-12" GV, MJxFLG, RESTR 1-TB 5.STA JJ0+92, 9.7' RT N191481.22, E1302254.13 FURNISH & INSTALL 1-12" GV, MJ, RESTR 1 2 WATER PIPING SCHEDULE 3 4 5 3 4 5 0 SCALE IN FEET 10510 20 0 SCALE IN FEET 10510 20PLAN SCALE: 1"= 10'PLAN SCALE: 1"= 10' PRV PLAN & SECTIONS STA JJ1+00 TO JJ2+20, STA K1+00 TO K2+20 1 2 3 4 1 2 4 5 MEADOW AVE & N 34TH ST INSTALL INLET PROTECTION, PER COR STD PLAN 216.30 EROSION CONTROL KEY NOTE 1 1 1 1 1 CLEARING LIMITS, TYP 12"DI HMA PATCH PER COR STD PLANS H032.10 & H032 HMA PATCH PER COR STD PLANS H032.10 & H032 MEAD O W AVE NCLEARING LIMITS, TYP PROTECT EXIST WALL N191482.62, E1302237.74 FURNISH & INSTALL 1 - CB-1, CONC INLET RIM=201.8 IE(OUT) 8"(S)=200.35 CONNECT TO EXIST CB IE=199.79 1. ALL WATER PIPING SHALL BE RESTRAINED DUCTILE IRON, SEE SP 9-30.2(6). 2. INSTALL RESTRAINED RETAINER GLANDS ON ALL MECHANICAL JOINT FITTINGS AND VALVES PER SP 9-30.2(6). 3. BURIED WATER MAIN PIPE MATERIAL SHALL BE PER WSDOT SPECIFICATION 9-30.1(1). 4. DEPTHS OF EXISTING UTILITIES ARE APPROXIMATE AND BASED ON THE BEST AVAILABLE DATA AT THE TIME OF DESIGN. CONTRACTOR SHALL POTHOLE EXISTING UTILITIES A MINIMUM OF 200 FEET AHEAD OF NEW UTILITY CONSTRUCTION TO VERIFY DEPTHS AT CROSSINGS AND CONNECTIONS. 5. COORDINATE WITH CITY TO ACCOMPLISH WATER MAIN CONNECTIONS TO EXISTING SYSTEM. CITY STAFF SHALL OPERATE ALL WATER SYSTEM VALVES. CONTRACTOR NOT ALLOWED TO OPERATE VALVES. 6. ALL WATER/SEWER CROSSINGS SHALL MEET DOE STANDARDS FOR POTABLE/ NON-POTABLE PIPELINE SEPARATION DESIGN. CONTRACTOR TO VERIFY PROPOSED CROSSINGS TWO DAYS IN ADVANCE OF INSTALLATION OF PIPELINE CROSSING. 7. INSTALL LOCATOR TAPE AT 1' ABOVE TOP OF PIPE. NOTES: SERVICE CONNECTION PER COR STD PLAN 320.1 DEMOLISH & REMOVE EXIST WMH PROTECT EXIST PWR POLE 36 5' MIN DISCONNECT AND REMOVE EXISTING WATER SERVICE 6 3 6 TESTING CONFIGURATION FINAL CONFIGURATION EXIST 12" DI WMN, TYP EXIST WMH 8" DI, WMN RESTR INSTALL POLY PIG STATION PER COR STD PLAN 300.6 EXIST 12 " DI PLUG TEMP 8" DI PLUG, MJ, RESTR WITH 2" TEMP BLOW-OFF AND TEMP BLOCKING REMOVE TEMP PLUG AND CAP, INSTALL SPOOL AND SLEEVE ±6' ±5' 8" DI SPOOL, 158" 8" LONG BODY SLV, RESTR (MJ x MJ) 12"x8" REDUCER (MJ x MJ) TESTING CONFIGURATION FINAL CONFIGURATION EXIST 16" DI WMN, TYP 16" DI, WMN RESTR INSTALL POLY PIG STATION PER COR STD PLAN 300.6 16" LONG BODY SLV, RESTR 16" DI SPOOL, LTF REMOVE TEMP PLUG AND CAP, INSTALL SPOOL AND SLEEVE EXIST 16 " DI CAP ±6' TESTING CONFIGURATION FINAL CONFIGURATION 8" DI, WMN RESTR TEMP 8" DI PLUG, MJ, RESTR WITH 2" TEMP BLOW-OFF AND TEMP BLOCKING 12" DI, WMN RESTR TEMP 12" DI PLUG, MJ, RESTR WITH 2" TEMP BLOW-OFF AND TEMP BLOCKING EXIST 8" DI WMN, TYP EXIST 12" DI WMN EXIST 8" DI WMN TEMP PIPE CAP WITH 2" TEMP BLOW-OFF AND THRUST BLOCKING, TYP EXIST 8" DI WMN 16"x12" REDUCER 12"x8" REDUCER 12" LONG BODY SLV, RESTR 12" DI SPOOL, 113" REMOVE TEMP PLUG AND CAP, INSTALL SPOOL AND SLEEVE EXIST 12" DI WMN, TYP 12" DI, WMN RESTR 12" DI CROSS, FLG TEMP 12" DI PLUG, MJ, RESTR WITH 2" TEMP BLOW-OFF AND TEMP BLOCKING 16" DI, WMN RESTR 12" GV, FLG, RESTR 12" GV, FLGxMJ, RESTR 16" DI 45° BEND EXIST 8" DI WMN 12" DI SPOOL, 75" EXIST 8" DI WMN REMOVE TEMP PLUG AND CAP, INSTALL SPOOL AND SLEEVE 8" DI SPOOL, 81" ±6'±6'±6' 16"x12" REDUCER 12" DI CROSS, FLG 16" DI, WMN RESTR 16" DI 45° BEND 8" LONG BODY SLV, RESTR REMOVE TEMP PLUG AND CAP, INSTALL 12"X8" REDUCER NO.DATE BY REVISION NOT TO SCALE THEN DRAWING IS NOT MEASURE 1" IF THIS BAR DOES NOTICE CHECKED DRAWN DESIGNED PROJECT NO.:SCALE:DATE:H:\evt_projects\16\1840 - Kennydale Reservoir\CAD\DOR\Sheets\offsite Improvements\16-1840-WA-SCHED-B P-P-R.dwg W-4 8/24/2021 1:56 PM MATT.FEATHERSTONE 23.0s (LMS Tech)SHEET 120 1 308 ZONE CONNECTION DETAIL 1 SCALE: NTS SEE SHEET W-1 308 ZONE CONNECTION DETAIL 2 SCALE: NTS SEE SHEET W-1 435 ZONE CONNECTION DETAIL 3 SCALE: NTS SEE SHEET W-1 WATERMAIN TESTING AND FINAL CONNECTION DETAILS - 1 16-1840 of 11 CITY OF RENTON KENNYDALE RESERVOIR - SCHEDULE C OFFSITE IMPROVEMENTS JUNE 2020 KENNYDALE RESERVOIRPR17000491LUA17-000633KENNYDALE RESERVOIRTED-40-4019C-TBDDJB MNF MGM DRAWING RECORD SEE DISCLAIMER, SHEET 1. 12-9-97 VERSION 4.1 W-4 9AS SHOWN TESTING CONFIGURATION FINAL CONFIGURATION TEMP 12" DI PLUG, MJ, RESTR WITH 2" TEMP BLOW-OFF AND EXIST 12" DI WMN, TYP EXIST 12" DI WMN, TYP REMOVE TEMP CAP, INSTALL 12" DI 90° BEND, MJXMJ, RESTR REMOVE TEMP PLUG, INSTALL SPOOL AND SLEEVE 12" DI TEE, MJxFLG, RESTR, TYP 308 ZONE 12" DI SPOOL, LTF 12" DI SPOOL, 18" 12" DI SPOOL, LTF 12" DI LONG BODY SLV, RESTR 12" DI LONG BODY SLV, RESTR 12" DI LONG BODY SLV, RESTR 12" DI TEE, MJxFLG, RESTR, TYP 12" GV, FLGXMJ, RESTR 308 ZONE 12" DI WMN, RESTR TEMP 12" DI CAP, MJ, RESTR WITH 2" TEMP BLOW-OFF AND TEMP BLOCKING EXIST 12" DI WMN, TYP 12"x8" DI TEE, FLG 12" GV, FLGxMJ, RESTR THRUST BLOCKING 8" GV, FLGxMJ, RESTR 12" DI LONG BODY SLV, RESTR TEMP 8" DI PLUG, MJ, RESTR WITH 2" TEMP BLOW-OFF AND TEMP BLOCKING 8" DI, WMN RESTR 8" LONG BODY SLV, RESTR 8" DI SPOOL, 64" REMOVE TEMP PLUG AND CAP, INSTALL SPOOL AND SLEEVE INSTALL POLY PIG STATION PER COR STD PLAN 300.6 TESTING CONFIGURATION FINAL CONFIGURATION 12" DI SPOOL, 19" 12" GV, FLGxMJ, RESTR ±6'308 ZONE 435 ZONE 435 ZONE ZONE VALVE 16-1840 of 11 CITY OF RENTON KENNYDALE RESERVOIR - SCHEDULE C OFFSITE IMPROVEMENTS JUNE 2020 SW 1/4, SECTION 32, TOWNSHIP 24 NORTH, RANGE 5 EAST, W.M.KENNYDALE RESERVOIRPR17000491LUA17-000633KENNYDALE RESERVOIRTED-40-4019C-TBDDJB MNF MGM DRAWING RECORD SEE DISCLAIMER, SHEET 1. 12-9-97 VERSION 4.1 W-5 10AS SHOWN NO.DATE BY REVISION NOT TO SCALE THEN DRAWING IS NOT MEASURE 1" IF THIS BAR DOES NOTICE CHECKED DRAWN DESIGNED PROJECT NO.:SCALE:DATE:H:\evt_projects\16\1840 - Kennydale Reservoir\CAD\DOR\Sheets\offsite Improvements\16-1840-WA-SCHED-B P-P-R.dwg W-5 8/24/2021 1:56 PM MATT.FEATHERSTONE 23.0s (LMS Tech)SHEET 120 1 435 ZONE CONNECTION DETAIL 4 SCALE: NTS SEE SHEET W-2 PRV CONNECTION DETAIL 5 SCALE: NTS SEE SHEET W-3 WATERMAIN TESTING AND FINAL CONNECTION DETAILS - 2 1. PIGGING IS NOT REQUIRED ON PRV VAULT PIPING. SHEET NOTE: NO.DATE BY REVISION NOT TO SCALE THEN DRAWING IS NOT MEASURE 1" IF THIS BAR DOES NOTICE CHECKED DRAWN DESIGNED PROJECT NO.:SCALE:DATE:H:\evt_projects\16\1840 - Kennydale Reservoir\CAD\DOR\Sheets\offsite Improvements\16-1840-WA-SCHED-B P-P-R.dwg W-6 8/24/2021 1:56 PM MATT.FEATHERSTONE 23.0s (LMS Tech)SHEET 120 1 16-1840 of 11 CITY OF RENTON KENNYDALE RESERVOIR - SCHEDULE C OFFSITE IMPROVEMENTS JUNE 2020 SW 1/4, SECTION 32, TOWNSHIP 24 NORTH, RANGE 5 EAST, W.M.KENNYDALE RESERVOIRPR17000491LUA17-000633KENNYDALE RESERVOIRTED-40-4019C-TBDDJB MNF MGM DRAWING RECORD SEE DISCLAIMER, SHEET 1. 12-9-97 VERSION 4.1 W-6 111" = 20' N 30TH ST 405 N 32ND ST N 32ND ST N 33RD ST N 31ST ST N 29TH ST N 28TH PL N 27TH PL N 28TH ST N 33RD PL N 34TH ST N 35TH ST N 36TH ST N 37TH ST N 36TH ST N 34TH STPARK AVE NMEADOW AVE NN 26TH STPARKAVE NVICINITY MAP SCALE: 1"=500' SCALE: NTS 1.EXISTING VAULT CONFIGURATIONS ARE BASED ON RECORD DRAWINGS. CONTRACTOR SHALL VERIFY DIMENSIONS. 2.WHERE EXISTING ABOVE-GRADE PIPING IS TO BE CUT AND CAPPED, THE CONTRACTOR SHALL REMOVE PIPING TO 4-INCHES BELOW GRADE, UNLESS OTHERWISE DIRECTED OR NOTED. NOTES PRV VAULT MODIFICATIONS EXISTING PRV VAULT MODIFICATIONS - N 32ND ST / MEADOW AVE N SCALE: NTS EXISTING PRV VAULT MODIFICATIONS - N 28TH ST / MEADOW AVE N VAULT DETAILVAULT DETAIL CUT & CAP EXIST 3" ABOVE-GRADE DISCHARGE PIPING AT BOTTOM OF 90° BEND. PROTECT EXIST TREE DISASSEMBLE AND REMOVE EXISTING PRESSURE REDUCING VALVE, GATE VALVES, TEES, BYPASS ASSEMBLY & INTERIOR DISCHARGE PIPING. COORDINATE WITH CITY OF RENTON FOR EQUIPMENT TO BE SALVAGED. CUT & CAP EXIST 6" ABOVE-GRADE VENT PIPING FURNISH & INSTALL: 2-12" DI SPL FLGXPE, LTF 1-12" DI CPLG, RESTR CUT & CAP EXIST 3" ABOVE-GRADE VENT PIPING FURNISH & INSTALL: 1-10" DI SPL, LTF 2-10" DI CPLG, RESTR CUT & CAP EXIST 3" DISCHARGE & 6" VENT PIPING CUT & CAP EXIST 3" DISCHARGE PIPING DISASSEMBLE AND REMOVE EXISTING PRESSURE REDUCING VALVE, GATE VALVES, TEES, BYPASS ASSEMBLY & INTERIOR DISCHARGE PIPING. COORDINATE WITH CITY OF RENTON FOR EQUIPMENT TO BE SALVAGED. ABANDONMENT OF EXISTING PRV STATIONS TO BE PERFORMED BY CITY OF RENTON