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HomeMy WebLinkAboutW-3956CF I NONNI CITY OF RENTON. WASHINGTON � KENNYDALE RESERVOIR -SCHEDULE C OFFSITE IMPROVEMENTS JUNE 2020 INDEX OF DRAWINGS 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 111+00 TO 114+40, LO+80 TO L2+60 7 W-2 WATERMAIN PLAN & PROFILE STA 114+40 TO 118+20 8 W-3 PRV PLAN & SECTIONS STA 331+00 TO 332+20, STA KI+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 -,N% murraysmi h ` 15- 270'COLBY AVENUE, SUITE 11I� iceol� lwnettbelow. EVERETT, WA98201 P 425.252.9003 Call before you dig. ,7 Li f i�IN,)I PROJECT NE h _ L LOCATIONS V \ J r z 4 N 36TH ST T N 28TH Lr_ J LAKE WASHINGTON % J �� F,S a LOCATION MAP SCALE: 1"=1000' L16-1840 1 PIPE SYMBOLS MISCELLANEOUS PIPING SYMBOLS PLANT SCHEMATIC MECHANICAL JOINT PRESSURE GAUGE W/ COCK VVM� FLANGED COUPLING ADAPTER METER A III ❑ 111 A DOUBLE BALL FLEXIBLE EXTENSION COUPLING RO RESTRAINED JOINT TYPE SWING CHECK VALVE(C) W COF SLURRY GATE VALVE PLUG VALVE (TOP) PRESSURE REDUCING VALVE 04 ELBOW UP C— ELBOW DOWN b TEE UP H TEE DOWN LATERAL UP LATERAL DOWN b CONCENTRIC REDUCER —W �I ECCENTRIC REDUCER BLIND FLANGE CAPPED END PLUGGED END SECTION AND DETAIL DESIGNATIONS SECTION DESIGNATIONS DETAIL DESIGNATIONS SECTION LETTER LA DESIGNATION W-2 SHEET WHERE SECTION DETAIL IS SHOWN* DETAIL 2 NUMBER SECTION LETTER SCALE: W-Z SECTION A DESIGNATION SHEET FROM WHICH SCALE: W-1 SHEET FROM WHICH DETAIL IS TAKEN SECTION IS TAKEN * NOTE: IF PLAN AND SECTION FOR DETAIL CALL -OUT AND DETAIL ARE SHOWN ON THE SAME DRAWING, DRAWING NUMBER IS REPLACED WITH A DASH. TOPOGRAPHIC LEGEND 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 SAWCUT BOUNDARY SAWCUT PAVEMENT HATCH SAWCUT SIDEWALK/ CONCRETE HATCH 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 EXISTING PROPOSED 10"W —12" DIW— E E 9"G —4"G— T —8"SS— T _B"SS_ — —E"FM— — 8"SD —6"FMB —8"SD— S/W %W o -200- a -20D_ O O O O A N N m � B7 B � JSL Aa 9M W MM W + 176.63 + 176.63 NOTICE DJB * SHEET DESIGNED CITY OF RENTON �W.s1 MNF + KENNYDALE RESERVOIR SYMBOLS AND LEGEND DRAWN murraysmIfh G-2 Nor MEAwRE1° MGM - SCHEDULE C OFFSITE THEN Dow GlS CHECKED IMPROVEMENTS NO. DATE BY REVISION PROJECT NO.: o I SCALE: AS SHOWN I DATE: � of 11 0 AT COORD COORDINATE G GAS NO/NO. NORMALLY OPEN/NUMBER STD STANDARD AASHTO AMERICAN ASSOCIATION OF STATE COP COPPER GA GAUGE NOM NOMINAL STL STEEL HIGHWAY& TRANSPORTATION OFFICIALS CDR CITY OF RENTON GAL GALLON NORM NORMAL 5/W SIDEWALK AB ANCHOR BOLT CORP CORPORATION GALV GALVANIZED NPW NON POTABLE WATER ABAN(D) ABANDON(ED) CORR CORRUGATED GB GRADE BREAK NRS NON -RISING STEM T TANGENT ABV ABOVE CP CONTROL POINT GI GALVANIZED IRON NTS NOT TO SCALE TB THRUST BLOCK AC ASBESTOS CEMENT CPLG COUPLING GIP GALVANIZED IRON PIPE TC TOP OF CONCRETE / TOP OF CURB A ASPHALTIC CONCRETE PAVING CR CRUSHED ROCK GIS GEOGRAPHIC INFORMATION SYSTEM OC ON CENTER TEL TELEPHONE ADA AMERICANS WITH DISABILITIES ACT CS COMBINED SEWER GL GLASS OD OUTSIDE DIAMETER TEMP TEMPERATURE / TEMPORARY A ADJUSTABLE CSP CONCRETE SEWER PIPE GR GRADE OF OVERFLOW, OUTSIDE FACE THK THICK ADJC ADJACENT CT COURT GR LN GRADE LINE OHP OVER HEAD POWER THRD THREAD(ED) ADPTR ADAPTER CTR CENTER GRTG GRATING OHWM ORDINARY HIGH WATER MARK THRU THROUGH AE ANALYZING ELEMENT CU CUBIC GS GROUND SURFACE OPNG OPENING TOW TOP OF WALL A ABOVE FINISHED FLOOR CV CONTROL VALVE GV GATE VALVE OPP OPPOSITE TP TEST PIT / TOP OF PAVEMENT/ A ABOVE FINISHED GRADE CW CLOCKWISE/ COLD WATER GRVL GRAVEL ORIG ORIGINAL TURNING POINT AFG ACTUAL CUBIC FEET PERMIT CY CUBIC YARDS OVHD OVERHEAD TRANS TRANSITION A ANCHOR HAZ HAZARDOUS TW TOP OF WALL / TREATED WATER AIT ANALYZING INDICATION TRANSMITTER D DRAIN HB HOSE BIBB P&ID PROCESS AND INSTRUMENTATION DIAGRAM TYR TYPICAL AL ALUMINUM DEFL DEFLECTION HD HUB DRAIN PE PLAIN END ALT ALTERNATE DEQ DEPARTMENT OF ENVIRONMENTAL QUALITY HOPE HIGH DENSITY POLYETHYLENE PERF PERFORATED UIC UNDERGROUND INJECTION CONTROL ANSI AMERICAN NATIONAL STANDARDS DET DETAIL HEIR HEADER PERM PERMANENT UG UNDERGROUND INSTITUTE DI DUCTILE IRON HOWE HARDWARE PERP PERPENDICULAR UGP UNDERGROUND POWER APPROX APPROXIMATE DIA DIAMETER HGR HANGER PG PRESSURE GAGE UN UNION APPVD APPROVED DIM DIMENSION HGT HEIGHT PL PROPERTY LINE/ PLATE PLASTIC UON UNLESS OTHERWISE NOTED APWA AMERICAN PUBLIC WORKS ASSOCIATION DIR DIRECTION HMA HOT MIX ASPHALT P-LAM PLASTIC LAMINATE USGS UNITED STATES GEOLOGIC SURVEY ARCH ARCHITECTURAL DIST DISTANCE HNDRL HAND RAIL PLBG PLUMBING ARV AIR RELEASE VALVE DIV DIVISION HOA HAND -OFF -AUTO PNL PANEL V VENT / VOLT ASCE AMERICAN SOCIETY OF CIVIL ENGINEERS ON DOWN HOR HAND -OFF -REMOTE POLY POLYETHYLENE VAC VACUUM ASSN ASSOCIATION DR DRIVE/ DRAIN HORIZ HORIZONTAL PRCST PRECAST VB VACUUM BREAKER A55Y ASSEMBLY DS DOWNSPOUT HP HIGH PRESSURE/ HORSEPOWER PREP PREPARATION VBOX VALVE BOX ASTM AMERICAN SOCIETY FOR TESTING DWG DRAWING HPT HIGH POINT PRESS PRESSURE VC VERTICAL CURVE AND MATERIALS OWL DOWEL HYD HYDRANT PROP PROPERTY VERT VERTICAL AT ATMOSPHERE DWV DRAIN WASTE AND VENT PRV PRESSURE REDUCING VALVE VOL VOLUME AUTO AUTOMATIC DWY DRIVEWAY I&C INSTRUMENTATION & CONTROL PSIG POUNDS PER SQUARE INCH GAGE VTPAV VERTICAL TURBINE PUMP AIR VALVE AU X AUXILIARY ID INSIDE DIAMETER PSL PIPE SLEEVE VTR VENT THROUGH ROOF AVE AVENUE EA EACH IE INVERT ELEVATION PSPT PIPE SUPPORT AVG AVERAGE EC ENUSTON CONTROL IMPVT IMPROVEMENT PV PLUG VALVE W WATER AWWA AMERICAN WATER WORKS ASSOCIATION ECC ECCENTRIC IN INCH PVC POLYVINYL CHLORIDE W/ WITH EL ELEVATION INCC INCLUDE (D) (ING) PVI POINT VERTICAL INTERSECTION W/O WITHOUT BETW BETWEEN ELB ELBOW INSTL INSTALLATION / INSTALL PVMT PAVEMENT WM WATER METER BFD BACKFLOW PREVENTION DEVICE ELEC ELECTRICAL INTER INTERCEPTOR PW POTABLE WATER WMN WATER MAIN BFILL BACK FILL ENCL ENCLOSURE INTR INTERIOR PWR POWER INS WATER STOP / WELDED STEEL / BFV BUTTERFLY VALVE EDP EDGE OF PAVEMENT INV INVERT WATER SERVICE/ WATER SURFACE BID BIOLOGICAL EQL EQUAL QTY QUANTITY WTRT WATERTIGHT BKGO BACKGROUND EQUIP EQUIPMENT IT JOINT WWF WELDED WIRE FABRIC BLDG BUILDING ESC EROSION SEDIMENT CONTROL JUNC JUNCTION RAD RADIUS BLK BLOCK EUH ELECTRIC UNIT HEATER RC REINFORCED CONCRETE BLVD BOULEVARD EW EACH WAY KVA KILOVOLT AMPERE RCP REINFORCED CONCRETE PIPE BM BENCHMARK EVCS END VERTICAL CURVE STATION KW KILOWATT RD ROAD, ROOF DRAIN BMP BEST MANAGEMENT PRACTICE EVCE END VERTICAL CURVE ELEVATION RDCR REDUCER BO BLOWOFF EXC EXCAVATE -AT LATITUDE REF REFERENCE BOC BACK OF CURB EXIST EXISTING LB POUND REINF REINFORCE (D) (ING) (MENT) BOW BOTTOM OF WALL EXIST GR EXISTING GRADE LF LINEAR FOOT REQ'D REQUIRED BR BRINE EXP EXPANSION LIN LINEAL RESTR RESTRAINED BS BOTH SIDES EXP BT EXPANSION BOLT LN LANE RFCA RESTRAINED FLANGE COUPLING ADAPTER BSMT BASEMENT EXPIT EXPANSION JOINT LOC LOCATION ROW RIGHT-OF-WAY BV BALL VALVE EXT EXTERIOR LONG LONGITUDINAL RPBP REDUCED PRESSURE BACKFLOW BVCS BEGIN VERTICAL CURVE STATION LP LOW PRESSURE/ LOW POINT PREVENTION DEVICE BVCE BEGIN VERTICAL CURVE ELEVATION F FAHRENHEIT LPT LOW POINT RST REINFORCING STEEL BWD BACKWASH DRAIN FA FOUL AIR LRG LARGE RT RIGHT BWS BACKWASH SUPPLY FAB FABRICATE LS LONG SLEEVE / LUMP SUM RW RAW WATER FCA FLANGE COUPLING ADAPTER LT LEFT R/W RIGHT-OF-WAY C TO C CENTER TO CENTER FCO FLOOR CLEANOUT LVC LIMITS OF VERTICAL CURVE CARV COMBINATION AIR RELEASE VALVE FD FLOOR DRAIN EVIL LEVEL SAW SALVAGE CB CATCH BASIN FDN FOUNDATION LWL LOW WATER LINE SAN SANITARY CCP CONCRETE CYLINDER PIPE FE FLOW ELEMENT SCFM STANDARD CUBIC FEET PER MINUTE CCW COUNTERCLOCKWISE FEXT FIRE EXTINGUISHER MAN MANUAL SCHED SCHEDULE CHAN CHANNEL FIT FLOW INDICATING TRANSMITTER MATL MATERIAL SO STORM DRAIN CHFR CHAMFER FF FINISH FLOOR MAX MAXIMUM SOL SADDLE CHKV CHECK VALVE FG FINISHED GRADE MCC MOTOR CONTROL CENTER SDR STANDARD DIMENSION RATIO CIP CAST IRON PIPE FGL FIBERGLASS MCP MASTER CONTROL PANEL SECT SECTION CIPC CAST IN PLACE CONCRETE FH FIRE HYDRANT MECH MECHANICAL SHT SHEET CI CAST IRON SOIL PIPE FIN GR FINISHED GRADE MET METAL SIM SIMILAR CJ CONSTRUCTION JOINT FITG FITTING MFR MANUFACTURER SLP/SL/S SLOPE CL CENTERLINE FLEX FLEXIBLE MGD MILLION GALLONS PER DAY SLV SLEEVE CU CONTROL JOINT FLG FLANGE MGMT MANAGEMENT SPEC(S) SPECIFICATION (5) CLR CLEAR FLR FLOOR MH MANHOLE ERG SPACING CMP CORRUGATED METAL PIPE FM FORCE MAIN IN MINIMUM SPL SPOOL CMU CONCRETE MASONRY UNIT FO FIBER OPTIC MISC MISCELLANEOUS SQ SQUARE CO CLEANOUT FOC FACE OF CONCRETE MI MECHANICAL JOINT SQ FT SQUARE FOOT COL COLUMN FPM FEET PER MINUTE MO MASONRY OPENING SQIN SQUAREINCH COMB COMBINATION FPS FEET PER SECOND MON MONUMENT SQ YD SQUAREYARD CONC CONCRETE MR FIBERGLASS REINFORCED PLASTIC MOT MOTOR SS SANITARY SEWER CONN CONNECTION FS FLOW SWITCH SS MH SANITARY MANHOLE CONTT CONSTRUCTION FT FEET/FOOT NA NOT APPLICABLE SST STAINLESS STEEL CONT CONTINUOUS / CONTINUATION FIG FOOTING NC NORMALLY CLOSED ST STREET CONTR CONTRACT (OR) FUT FUTURE NIC NOT IN CONTRACT STA STATION FXTR FIXTURE NOTICE o� =eAR�E= REND weeL° JNCcis TT0 DJB S murraysmilh CITY OF RENTON j KENNYDALE RESERVOIR — SCHEDULE C OFFSITE IMPROVEMENTS ABBREVIATIONS SHEET G-3 3 of 11 DESIGNED MNF DR. MGM cxecKeo N0. DATE BY REVISION PROJECT No.: 0 I SCALE, AS SHDWN I DATE: IUrvE mm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l 10 AND C111 OR LATEST REVISION, THICKNESS CLASS 52. CEMENT MORTAR LINING AND SEAL COATING SHALL CONFORM TO AW WA 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/AW WA 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. S. 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 6INCHES 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. S. 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 1N WRITING BY THE PUBLIC WORKS DEPARTMENT. REFER TO SP 9-30.2(6) FOR RESTRAINED JOINT AND FITTINGS. EROSION AND SEDIMENT CONTROL 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. S. 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 6INCHES, 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. NOTICE DJB � snEFf DESIGNED �* CITY OF RENTON e MNF S % KENNYDALE RESERVOIR °�Wn murraysmilh GENERAL NOTES G-4 rvor MEASURE is MGM � � - SCHEDULE C OFFSITE TMN DR-INGNG IS CHECKED '°�* IMPROVEMENTS un Hera nv Rai Tc RRmFvr No.. ie1Ran 1-11. As 1.- -1. nixF 1.1. 4 of 11 DNA 2659-87 MAG NAIL/ WASHER N 191593.773' E70016170' EL i .09' a� I 00 00 DHA 2659-16 N REBAR/ CONTROL C N 191573-727 Z I N E 1302273.270' EL 205.51' Z W-3 / � PARK AVE N N Z DHA 2659-77 REBAR/ CONTROL CAP N 191856.663 E 1302289 378' \\ DNA 2596-72 MON IN CASE PROJECT BENCHMARK 47 W-6 CITY OF RENTON COR-341 N 192116.38' 1302277 EL 201.26' DHA 2596-73 SCRIBED 'X' N 192084.064 E 1302584. 310' EL 207.68' SURVEY CONTROL NOTES: - 1. SURVEY REFERENCES: -(R') AMENDED RECORD OF SURVEY RECORDED UNDER REC. No. 20060509900013, BY PERTEET INC. (VOLUME 204, PAGES 081). -(R2) SHORT PLAT MAP RECORDED UNDER REC. No. u 20040727900001, BY CENTAUR LAND SURVEYING. (VOLUME - 174, PAGE 236). 2. ALL MONUMENTS VISITED DURING OCTOBEft 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. ii 7. CITY OF RENTON ZONING: CN-COMMERCIAL NEIGHBORHOOD R6-RESIDENTIAL - 6 DU/AC. SW 1/4, SECTION 32, TOWNSHIP 24 NORTH, RANGE 5 EAST, W.M. DHA 2659-88 DHA 2659-78 DHA 2596-71 MAG NAIL/ WASHER MAG NAIL/ WASHER pK/ CRONES WASHER N 192376926 N I92390.601 N 192541.917 E 1302076201' E 1302296. 2", E 1302275L2O8N3 947' A 2596-56 DHA 2659-80 EL 173,23' EL 205.22 EL ',,EAR/ CONTROL CAP N ID2916549' E 1302312.778' EL 189.82' ul �,4 cl Ln —Z �ZZj Z W-1 W-2 PARK AVE DHA 2659-81 1 DHA 2659-89 DHA 2659-82 REBAR/ CONTRO� CAP SCRIBED "X' MAG NAIL/ WASHER N 193172.408 N 193415.323' N 193710.866" E 1302322. 416' E 1302300.236' E 1302338174' EL 182.31' EL 166,84' EL 14S °.'.' I V) V) M M M Z Z � s DHA 2659-79 DHA 2596-57 REBAR/ CONTROL CAP N 192653 469 E 1302305.669 EL 198-56' MON IN CASE COR-1176 N 192776.53' E 1302298 61' L 19271' I PROJECT BENCHMARK CITY CITY OF RENTON COR-526y N 193184.770' E 1302312.001 L~ EL 182.09' -74 DHA 2596 SCRIBED 0 N 792127.004' E 211 0.677' EL 239,97' I r� N 1 M WII 6 I I Z I I I I I I I - MEADOW AVE N_ — PLAN SCALE: 1"=100' 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 CDR 526 TOP HARD NAIL 2' EAST OF CENTERLINE INTERSECTION OF PARK AVENUE NORTH AND NORTH 33RD PLACE ELEVATION = 182.09' DNA 2659-90 NAIL/ CONTROL CAP N 193969A02' E 1302348.689' EL 168.36 DNA 2659-83 MAG NAIL/ WASHER N 194084-613' E 1302327.414' EL 164.54' SURVEY CONTROL POINTS ®® = --©©— m m 0 0 0 NOTICE DGB SHEET AI CITY OF RENTON °EMEo NF 4-KENNYDALE RESERVOIR S WATERMAIN LAYOUT AND � � murraysmi h � SURVEY CONTROL G-5 - SCHEDULE C OFFSITE THEN—� IS c E° IMPROVEMENTS NO. DATE BY REVISION 1R°11 No.: - E of 11 -8" CUT -IN ISOLATION VALVES TO BE INSTALLED BY CITY, CONTRACTOR TO t I, COORDINATE WITH CITY FOR SCHEDULING -- PROTECT EXIST PSE or'T GAS. COORDINATE TRENCH PROTECTION & I, C BACKFILL REQ'D W/ PSE INSTALL 5-FT T AWAY EOM EXIST FITTING AND BLOCKING MAX C 20-FT LENGTH �.. 5 J Foil a I , TEMPORARY WATER SERVICE SERVICE TO 2 11 +� 2918 PARK AVE, COORDINATE f I WITH CITY I � C01 Al. -,AO IE 9 20D 25 11 NMC 5IS BOT 19]90 o¢ 7 - I El EMW2C29 N o f J I11119121 I� a TRANSVERSE HMA PATCH PER CDR STD PLAN H032.10 12' CUT -IN ISOLATION - VALVES TO BE INSTALLED BY CITY, CONTRACTOR TO COORDINATE WITH CITY FOR SCHEDULING 215 210 u E GRA PIP 205 200 EX 195 EX IE- ' 190 RESTORE CROSSWALKS & 4" CDF SLURRY AROUND PROPOSED WATER STOP BARS PER COR STD MAIN TO A DISTANCE OF 10' LATERALLY AT PLANS 127 & 128, TYP STORM AND SEWER CROSSINGS, TYP HIM m0.2] ""' 12" CUT -IN ISOLATION VALVES TO BE IE w 82 BOi 19882 y i INSTALLED BY CITY, CONTRACTOR TO H3486 4 IAJ O COORDINATE WITH CITY FOR SCHEDULINGO 'TOP CASE20077 RIM 202. TOP NUT 19J.91 IIE E i9. C FARING 1 CIA ry BOTTOM LI ITS, TYP TOP CASE 205.00 ° �1 �R 200 LIDLID) yn, REPLACE SIDEWALK LONGITUDINAL TOP NUT 201.90 TC' NU [ PER CDR STD PLAN HMA PATCH PER 102, TYP COR STD PLP.N _12"DIW IORTH, RANGE EAST, W.M. NOTES ' cOCE D F 1. ALL WATER PIPING SHALL BE RESTRAINED DUCTILE IRON, SEE SP 9-30.2(6). i U 1 HI 3 W 2. INSTALL RESTRAINED RETAINER GLANDS ON ALL MECHANICAL JOINT FITTINGS AND -N r VALVES PER SP 9-30.2(6). a 3. BURIED WATER MAIN PIPE MATERIAL SHALL BE PER WSDOT SPECIFICATION 9-30.1(1). z ~ 1 1 4. DEPTHS OF EXISITTING UTILITIES ARE APPROXIMATE AND BASED ON THE BEST I"1 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 .----. H2+00 L 3-+U 4'.0- - _.='�='44+011- - _ Dow POTABLE NON -POTABLE PIPELINE SEPARATION DESIGN. CONTRACTOR TO VERIFY - _-- -- - 1 PROPOSED CROSSINGS TWO DAYS IN ADVANCE OF INSTALLATION OF PIPELINE g1�. ftC0 IE NL199988 \ M -2 E 5 199.93 TTT�I \ IE N 200.14 E W 200.09 E E 200.19 HOT 199.84 C_ CHANNELED BOTTOM T\TCl, ftIM 203 00 =IEW 200.25 F IE E CDOID 4 BOT 199.95 3I 8" D W 1 w-Z N T t99.37 308 ZONE 308 ZONE WY PROVIDE TEMPORARY TIP CASE IA TE199.a' WATER SERVICE SERVICE A 3 TO 1302 30TH AVE N, Tll CASITTE 211 2 COORDINATE WITH CITY \ N (436 ZONE) W CROSSING. `. 7 1! AVE N PARK R ( h = 7. INSTALL LOCATOR TAPE AT V ABOVE TOP OF PIPE. -� WATER PIPING SCHEDULE 308 ZONE PIPING REPLACE CURB AND SERVICE CONNECTION GUTTER PER CDR PER CDR STD PLAN ^a '1STA L1+00 STA L1+47, -20.0 LT m STDPLAN 103, TYP 320.1, TYP 3 (N192112.87, E1302306.74 N192082.05, E1302264.70 M 205 24 FURNISH & INSTALL FURNISH & INSTALL RESTORE DISTURBED REMOVE & REPLACE IE E 198.59 E W 190.14 I 2-16" DI LONG BODY SLV, MJ, RESTR 2-8" DI LONG BODY SLV, MI, RESTR LANDSCAPING & MONUMENT PER CDR IE B t9841 CONNECTION TO EXIST SYSTEM, CONNECTION TO EXIST SYSTEM, GRAVEL TO EXIST STD PLAN H031, TYP CHANNELED BOTTOM ® SEE DET 1, SHT W-4 SEE DET 2, SHT W-4 CONDITIONS, TYP TOP CASE 205AS O STA L1+25 © STA L1+47, -20.0' LT TOP NUT 202.62 N192113.30, E1302281.85 N192102.71, E1302244.34 VICINITY MAP FURNISH &INSTALL FURNISH &INSTALL SCALE: 1"=500' 20 10 0 20 40 1-I6" DI 45° BEND, MJ, RESTR 1-TB 2-12" DI LONG BODY SLV, MJ, RESTR CONNECTION TO EXIST SYSTEM, 435 ZONE PIPING SCALE IN FEET O STA L1+41 SEE DET 2, SHT W-4 �1 STA HI+05 E1302270.19 O STA L2+41 N192101.70, E1302295.47 PLAN PLAN FURNISH &INSTALL N192196.49, E1302269.63 FURNISH & INSTALL SCALE. 1"=20' 1-16" DI 45° BEND, MJ, RESTR i-TB FURNISH & INSTALL 2-12" DI LONG BODY SLV, MJ, RESTR 1-12" DI LONG BODY SLV, MJ, RESTR I-8" DI LONG BODY SLV, MI, RESTR ® STA L1+47 CONNECTION TO EXIST SYSTEM, SEE DET 2, SHT W-4 1-12"x8" DI REDUCER, MJ, RESTR CONNECTION TO EXIST SYSTEM, N192102.05, E1302264.46 SEE DET 3, SHT W-4 FURNISH &INSTALL EROSION CONTROL KEY NOTE 1-12" DI CROSS, FLG �2 STA HI+28 2-12" GV, FLG N192302.30, E1302272.54 1� INSTALL INLET PROTECTION, PER CDR 2-12" GV, FLG%MJ, RESTR FURNISH & INSTALL STD PLAN 216.30 I.-12"x8" DI REDUCER, FLGxMI, RESTR 1-8" DI 90° BEND, MI, RESTR 1-16"x12" DI REDUCER, FLGxMJ, RESTR 1-TB 220 15 W. V 2 205 cow Z m 20C J y S U O HO+80 HI+00 HI+20 HI+40 HI+60 HI+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+40 PIPE CENTERED OVER LENGTH X ING 435 ZONE PROFILE SCALE: 1"=2P HORIZ, 1"=5' VERT 1 FL0 mua 2 Inz Nip=w +off o .Ff ... of QQI�n an i W210 r rnw ACP F a'on Fxn xiI FINISH @PIPE GRADE CL 5 Cl(VER, MIN P r20 J s^DIwR AT C NT RISING SLIP p 195 ©ST H1+72 TO VOID INT RMtUIATE L�M-- 19C LFY 1 2 F^ 3 4 7 r rp r r Qm.. Xw rFINISF GRADE LtEXISTING EXI TING 16" DIW EXIST GRADE @ PIPE L 12" DIIA 16" IE 198.4t - 12" 1 E=197.6t p " CDF SLU RY AROU D PROPOS D ATER MAN TO A DISTANCE OF O' TERALLY TSTORM ND SEWE ROSSI ,NG TYP STA L +70 © © STA 1+90 OR R IT NOTICE DJB DEGiGNE u CITY OF RENTON D o MNF ;il G 4j KENNYDALE RESERVOIF TM15I�E6 °�wN murraysmifh NDT NEAGUiiE i' MGMv, - SCHEDULE C OFFSITE THEN-SNCG1s CHECKED " „p� ` IMPROVEMENTS DATE BY REVISION 308 ZONE PROFILE SCALE: V=2P HORIZ, 1"=5' VERT 110 105 !00 95 90 85 WATERMAIN PLAN & PROFILE STA H 1+00 TO H4+40, LO+80 W _ 1 TO L2+60 JYV 114, or I lu 04 0 I Z ® ® c) SERVICE REPLACE SIDEWALK PER Wv Z f CONNECTION CDR STD PLAN 102, TYP TOP CASE 96 72� PER CDR STD TOP UT 19406 PLAN 320.1, TYP kM580<.OB REPLACE CURB AND E E 196.38 GUTTER PER CDR 1 ,_ IE N 196.33 CHANNELED BOTTSTD PLAN 103, TYP -"-I O OM a _ p- 6 T-I mu®�q,v._rC - G� - .G- G •Cy Q' 1 LU _ _ L m Z 3 I4 \'+43ZONE) _ OE aE PL- Krvvu0. AIRA1AC ASSEMBLY PER �CLEARINGT MH57 4 &'9 PROTECT EXIST COR STD PLAN 340.4 11 TYP RIM 1983 LIGHT POLE EW19191.73 HAc 5 1. HMA PATCH PER CDR STD PROTECT EXIST NNEL9393 BoiioM PLANS H032.10 & H032 LIGHT POLE O RESTORE DISTURBED RESTORE HMA DRIVEWAY LANDSCAPING AND GRAVEL TO EXIST CONDITIONS, TYP TO EXIST CONDITIONS, TIP 1 I PLAN SCALE: t"=20' O 2, TOWNSHIP 24 NORTH, RANGE 5 EAST, W.M. IS Gu'li �i111■ ram i IIII I11■I SCALE IN FEET NIIill � ■�■II■11 .■WI♦1■IDI h7�Ti�G■■■ �©lim• �� II■III■II �m� J� GI \dli7lil ��� I —NEILIP SITT. EROSION CONTROL KEY NOTE " PROTECTION,111111111111 IIII111111111 �I 1" •`�`�5•. rt YI�YYI�IIII��rii� PARK AVE GIJiII�ll■., 1� '1 II a—IST IIII 1 I■'■1 6 �Gi13iI1II11 ■ __ ,�'�.,iGr::�t�i,: .,.:a."`-.. _ - �, s,,,-•,'sv�z,..435 ZONE PIPINGIII■IIII■ �3 5TA H4+49 N192423.35, E1302283.05 FURNISH &INSTALL 1-8" DI 45- BEND, ME, RESTR N2T s ® STA H4+72 HP N192438.82, E1302299.56 FURNISH &INSTALL 1-8" DI 45- BEND, ME, RESTR �5 STA H7+71 N192737.65, E1302309.36 VICINITY MAP FURNISH &INSTALL 1-8" DI 45- BEND, ME, RESTR SCALE: 1"=500' © STA H7+84 N192746.47, E1302318.74 FURNISH &INSTALL 1-8" DI 45- BEND, MJ, RESTR 220 �7 STA H7+94 N192756 67 E1302319 07 �EXIST �'IWEIN MH ,-ASE 198.29 T 196 23 BOi 191. N � t89_ Q IE 192.58 Z Wv / N Ti0POP c E 19e.59 :•'i N I N 193.14 Z / DETAI5'L SCALE: 1"= £l=9p 1 \ z 3 215 4 ma¢z aF.. k i\ M 4 � \• + m +w ^0 D -Z FBI -u '�� ED vl 10 z 10.g- G 205 NiSH GR DE r W r~ ED SE ED u + HE m 200 'MIN nLLo i +utv TYP ^O p �o 195 f n C VOID J MRIS! EXIST GRADE 190 MEOJANG LP @ PIPEIpIr CL X 1 ^ 1 "IE=189. 185 1 R S A H7+ 220 FURNISH & INSTALL 1-12"x8" DI TEE, FLG 2-12" DI LONG BODY SLV, MJ, RESTR 1-8" DI LONG BODY SLV, ME, RESTR 215 2-12" GV, FLGxMJ, RESTR 1-8" GV, FLGxMJ, RESTR III CONNECTION TO EXIST SYSTEM, SEE DEEP 4, SHT W-5 PROPOSED ZONE VALVE NORMALLY CLOSED 210 NOTES 205 1. ALL WATER PIPING SHALL BE RESTRAINED DUCTILE IRON, SEE SIX 9-30.2(6). 2. INSTALL RESTRAINED RETAINER GLANDS ON ALL MECHANICAL JOINT FITTINGS AND 200 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 195 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 190 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 IBS PROPOSED CROSSINGS TWO DAYS IN ADVANCE OF INSTALLATION OF PIPELINE CROSSING. 4 80 ]. INSTALL LOCATOR TAPE AT V ABOVE TOP OF PIPE. 1 H4+40 H4+60 H4+80 H5+00 H5+20 H5+40 H5+60 H5+80 116+00 116+20 H6+40 116+60 116+80 117+00 117+20 117+40 117+60 H7+80 HS+00 H8+20 308 ZONE PROFILE SCALE1"=20' HORIZ. 1"=5' VERT NOTICE DJB SHEET o s CITY OF RENTON � MNFEo 4-KENNYDALE RESERVOIR �, WATERMAIN PLAN & PROFILE I, � I G rls�Es oRA,N SCHEDULE C OFFSITE —/(. STA H4+40 TO H8+20 W-2 m,■rr�yc�f(II ROT MEASURE 1' MGM m J ' - THEN —I SNCGIE CHECKED ` IMPROVEMENTS NO. DATE BY REVISION PR.111 N- _ 7 of 11 SW 114, SECTION 32, TOWNSHIP 24 NORTH, RANGE 5 EAST, W.M. WATER PIPING SCHEDULE \ Z PARK AVE N & N 28TH ST 1 F \ W N �i STA 310+92 > 5.II N191481.22, E1302254.13 SERVICE CONNECTION\I PER CDR STD PLAN 320.1 Y o 3 H S a FURNISH &INSTALL 2-12" DI LONG BODY SLV, RESTR 1-12" DI TEE, RESTR RESTR GV, (D Q N U 1-12" M]xFLG, RESTR FLG, RE, 1-TB NEW PTV PER d �I b RIM 20295 CONNECTION TO EXIST SYSTEM, COR STD DET IY - 3 j "� I 1 IE E. 200.25 SEE DET 5, SHT W-5 = 340.6 -J- . J - x " _ E NE 20425((12") II IE HE200.90(4") ❑2 STA 311+06 - y -_r-� / 4 307199-05 N191481.57, E1302240.47 12" - CLEARING - �I 2"DIJ I HMA PATCH PER r FURNISH&INSTALL (NC LIMITS, TVP CDR STD PLANS 04- P 1-12" DI 90° BEND, MI, RESTR H032.10 & H032 `I� I -TB N191482.62, 1 3 j ¢ I / 5 i2 e �3 STA JJ1+24 E1302237.74 o l w �E N191500.24, E1302240.80 1 FURNISH & INSTALL I \ I ��/ 12" GV ` FURNISH & INSTALL 1 - CB-1, CONIC INLET 3 RIM=201.8 I N NORMALLM ) I 1 ( 12" DI 90° BEND, MJ, RESTR 11 -- TB = IE(OUT)8"(S)=200.35 N -1 o A ® STA 1J1+38 ROUTE PRESSURE RELIEF I N191499.87, E1302254.23 FURNISH & INSTALL VALVE DISCHARGE AND T \ I ` 1 u 2-12" DI LONG BODY SLV, RESTR SUMP PUMP DISCHARGE - TO NEW CATCH BASIN - \ \ \\ O I \ DEMOLISH &REM 1 IXI WMI� O_ I / RESTR 1-12" DI TEE, MJxFLG, RESTR 1-12" GV, M]xFLG, RESTR SSMH(48°DIA) RIM m271 \ _ \\ \ 2\--T-vJs -IW--- 435 NE)' 1 %, (435 ZONE ITB E E 19491 ,2 CONNECTION TO EXIST SYSTEM, 1 CHANNELED \� V 2�0^ IIN 28TH ST SEE DET 5, SHT W-5 BOTTOM I ----�--SS- SS-- 55-J STA 9.7'FIT C81 \� ;-- yam\ �� 12'PVC 5 330+92, N191481.22, E1302254.13 � NEN199.79 83D FURNISH & INSTALL IEI E 1w 1., - / v T 1-12" GV, MJ, RESTR BOT 198.34 n N191462.91, E1302242.60 ,, AVEL ` CONNECT TO - - - .w - - EROSION CONTROL KEY NOTE NSTALL 1 - CBSH & IEXIST L 1 - CONC INLET PER ,-J ----_� RIVE IE=19 - IE=199.79 INSTALL INLET PROTECTION, PER CDR CDR STD PLAN 200.30 STD RIM-201.5 .79 10 5 0 10 20 PLAN 1 STD PLAN 216.30 IE(IN) 8"(N)=200.15 - IE(OUT)8"(E)=200.05 SCALE: 1"= 10' SCALEIN FEET ML 215 21C 205 - 200 195 1 2 3 4 + N + � n FIN GR + E � a ~ ----- --_ CON SPLASH P `\ D - � EXIST GRADE PE CL 12" DI W III EX 12" DI 12" (43 DI W ZONE) 2"D 08 Z rl W NE) EX 12D O RV VAULT O mr 220 205 215 2D0 210 95 205 1. 200 185 195 ISO NW 1/4, SECTION 32, TOWNSHIP 24 NORTH, RANGE 5 EAST, W.M. WATER PIPING SCHEDULE MEADOW AVE & N 34TH ST STA KKO+96 N193394.52, E1303043.32 O 1 -_ �4J O FURNISH &INSTALL % ��PJV Kyo 3-12" DI LONG BODY SLV, MJ, RESTR 1-12" DI TEE, FLG 2-12" GV, MJxFLG, RESTR G�? \ 1-TB CONNECTION TO EXIST SYSTEM, \ ,) PATCH PER SEE DET 6, SHT W-5 COR STD PLANS O2 STA KK1+19 .H032,10 & H032 N193394.03, E1303065.97 -4" CDF SLURRY AROUND FURNISH & INSTALL 1-12" DI 90° BEND ROLLED, MJ, RESTR PROPOSED WATER MAIN TO A <DISTANCE OF 10' LATERALLY 1-TB AT STORM CROSSING O STA KKS+36 N193411.34, E1303066.34 1 1-12" DI 11.25° VERT BEND, MI RESTR / �+ e'sw STA KK3+65 N1934440.20, E1303066.96 FURNISH &INSTALL iE 1-12" DI 90° BEND, MI RESTR TB D rah- OS STA KKS+71 ER a o +r��s 40.33, E1303060.99 FURNIS FURNISH &INSTALL �9pesas 3-12" DI LONG BODY SLV, MJ, RESTR 1-12" DI TEE, M]xFLG, RESTR LUSH 1-12" GV, MJXFLG, RESTR ND SEE CONNECTION TO EXIST SYSTEM, SEE DET 6, SHT W-5 PLAN 10 5 0 10 20 SCALE: 1" 10' 111 SCALE IN FEET a > 2 +1 a a 3 o 4 5 FIN G DE n 0 .+u Yry XIST GRA 1 E Y PIPE CL a CONC - - - - _ 12" DI W SPLASH _ _ (435 ZON) PAD - O ED 12" DI W 301 ZON 4" CDF SL RRY AROU D EXISTING RM TO DISTANCE OF 10' LATERALL AT CROSS NGS STA=K 1+26© © ST =KKI+46 210 205 200 195 190 185 180 190 190 175 175 JJ0+80 JJ0+90 JJ7+00 JJI+10 JJ7+20 JJ1+30 JJ7+40 JJ1+50 KK0+90 KK1+OD KKi+10 KK7+2D KK1+30 KK1+40 KK1+50 KK1+60 KK1+70 KK1+80 KK1+90 PROFILE PROFILE SCALE: 1"=IO' HORIZ, 1"=5 VERT SCALE: 1"=10' HORIZ, 1"=5VERT NOTICE DJB Eo CITY OF RENTON era MNF S 4 KENNYDALE RESERVOIR SC TM15 �E M � murraysmifh ` - SCHEDULE C OFFSITE THEN-� Is CHECKE-o "+* IMPROVEMENTS DATE BY REVISION NOTES VICINITY MAP SCALE: 1"=500' 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. S. 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 V ABOVE TOP OF PIPE POINTTABLE POINT# DESCRIPTION NORTHING I EASTING ELEVATION �A NE CORNER OF N 28TH ST. PRV VAULT 191497.05 1302236.35 202.43 �B SW CORNER OF N 28TH ST. PRV VAULT 191484.34 1302242.95 202.43 © NE CORNER OF MEADOW AVE. N. PRV VAULT 193396.36 1303D59.28 198.20 Q SW CORNER OF MEADOW AVE. N. PRV VAULT 193389.97 1303046.48 198.20 SHEET PRV PLAN & SECTIONS STA 131+00 TO 132+20, W-3 STA K1+00 TO K2+20 DWN of 11 EXIST 12" DI WMN TEMP PIPE CAP AND THRUST BLOCKING, TYP Yl S 12" DI, WMN RESTR 12"x8" REDUCER 8" DI, WMN RESTR INSTALL POLY PIG STATION PER CDR STD PLAN 300.6 TEMP 16" DI PLUG, RESTR WITH 2" TEMP BLOW -OFF AND TEMP BLOCKING �IV� EXIST 8" _ DI WMN 12" GV,- _F _ _---- — FLG, TEMP 8" DI PLUG, MI, RESTR _ rI— V RESTR WITH 2" TEMP J�J— _ BLOW-OFFANDTEMP \\\\\\ BLOCKING 3b'_v�l EXIST 16" DI WMN, TYP 16" DI, WMN RESTR EXIST 16 " DI CAP TESTING CONFIGURATION 16" DI 45° BEND EXIST 12" DI WMN REMOVE TEMP PLUG AND CAP, INSTALL SPOOL AND SLEEVE 12" DI SPOOL, LTF 8" DI SPOOL, LTF TEMP 12" DI PLUG, MI, RESTR WITH 2" TEMP BLOW -OFF AND TEMP BLOCKING 12" GV, r FLGZMJ, EXIST 8" DI WMN, TYP RESTR 12" DI CROSS, FLG EXIST 12" DI WMN 16"x12" TEMP 12" DI PLUG, MI, REDUCER 12" DI, WMN RESTR WITH 2" TEMP RESTR BLOW-OFFANDTEMP BLOCKING &16" DI, WMN RESTR TESTING CONFIGURATION 12" LONG BODY -� SLV, RESTR 12" DI SPOOL, LTF 16" DI SPOOL, LTF REMOVE TEMP PLUG IL II1I� AND CAP, INSTALL II SPOOL AND SLEEVE 8" LONG BODY 12" DI SLV, RESTR CROSS, FLG REMOVE TEMP PLUG — AND CAP, INSTALL 16"x12" SPOOL AND SLEEVE EXIST 8" DI WMN REDUCER EXIST 12" DI WMN, TYP 16" LONG BODY SLV, RESTR 16" DI, WMN RESTR INSTALL POLY PIG STATION PER COR STD PLAN 300.6 EXIST 12" DI PLUG EXIST 12" DI WMN, TYP TEMP 8" DI PLUG, M1, RESTR WITH 2" TEMP BLOW -OFF EXIST M. AND TEMP BLOCKING 8" DI, WMN RESTR TESTING CONFIGURATION REMOVE TEMP PLUG AND CAP, INSTALL SPOOL AND SLEEVE 12" DI SPOOL, LTF *12— \12" LONG BODY — LV, RESTR CER8" DI SPOOL, LTF 8" LONG BODY SLV, RESTR 16 DI 45°BEND S l-/ FINAL CONFIGURATION V FINAL CONFIGURATION FINAL CONFIGURATION 308 ZONE CONNECTION DETAIL 1 308 ZONE CONNECTION DETAIL 2 435 ZONE CONNECTION DETAIL 3 SEE SHEET W-1 SEE SHEET W-1 SEE SHEET W-1 SCALE: NTS SCALE: PITS SCALE: NTS NOTICE DIE EET a CITY OF RENTON lElIGNE MNFNo �1 KENNYDALE RESERVOIR WATERMAIN TESTING AND FINAL N T=" 1s CRAW , CONNECTION DETAILS — 1 W-4 NOTMEFs aE, MGM murraysmilh — SCHEDULE C OFFSITE aTTOECAUE «Eo '�- �' c IMPROVEMENTS NO. DATE BY REVISION 9 of 11 11 EXIST 12" DI WMN, ryP I TEMP 8" DI PLUG, MJ, RESTR 8" DI, WMN REST '�I WITH 2" TEMP BLOW -OFF INSTALL POLY PIG AND TEMP BLOCKING STATION PER CDR STD PLAN 300.6 TESTING CONFIGURATION 12"x8" DI TEE, FLG 12" GV, FLGXMJ, RESTR 12" DI SPOOL, LTF 1LONG 8"GV,- BODY SLV, FLGxMJ, RESTR RESTR REMOVE TEMP PLUG - AND CAP, INSTALL SPOOL AND SLEEVE 8" LONG BODY SLV, RESTR ST BLOCKING — 12" DI 'ON BODY SLV, RESTR 12" DI SPOOL, LTF -12" GV, FLGxMJ, RESTR DI SPOOL, LTF FINAL CONFIGURATION 435 ZONE CONNECTION DETAIL 4 SEE SHEET W-2 SCALE: NTS TEMP 12" DI PLUG,— MJ, RESTR WITH 2" TEMP BLOW -OFF AND TEMP BLOCKING, TYR 308 ZONE 12" DI, RESTR 435 ZONE SHEET NOTE: Ex15T Sz" DI 1. PIGGING IS NOT REQUIRED ON PRV VAULT PIPING. '� WMN, TYP ARESTR 12' DIMTEMP 12" DI PLUG, -O RESTRWITH 2" TEMP BLOW -OFF AND TEMP BLOCKING, TYP12" DI, WM 308 12" DI, WMN RESTR ZONE TESTING CONFIGURATION I�-EXIST IT' DI WMN 12" DI LONG BODY SLV, RESTR, TYP 12" DI SPOOL, LTF 12" Of TEE, MI FIG, 308 RESTR, TYP ZONE I REMOVE TEMP PLUG AND CAP, INSTALL SPOOL AND SLEEVE ZONE 12" GV, 12" GV, FLGxMJ, RESTR VALVE MJ, RESTR REMOVE TEMP PLUG AND CAP, INSTALL SPOOL AND SLEEVE 435 ZONE 12" DI SPOOL, LTF' BLOCKING, TYP 12" DI LONG BODY SLV, RESTR, TYP EXIST 12" DI WMN FINAL CONFIGURATION PRV CONNECTION DETAIL 5 SEE SHEET W-3 SCALE: NTS 435 ZONE TESTING CONFIGURATION EXIST 12" DI WMN, TYR 12" DI SPOOL, LTF 12" DI SPOOL, LTF 12" DI LONG BODY SLV, RE57R, TYP EXIST 12" DI WMN, TYP ZONE VALVE 2" DI TEE, MJXFLG, / \ RESTR,TYP 12" GV, 12" GV, FLGxMJ, FLGxMJ, RESTR RESTR 12" DI SPOOL, LTF 12" DI SPOOL, LTF \ REMOVE TEMP PLUG AND CAP, INSTALL REMOVE TEMP PLUG SPOOL AND SLEEVE AND CAP, INSTALL \ SPOOL AND SLEEVE 308 ZONE 435 ZONE FINAL CONFIGURATION PRV CONNECTION DETAIL 6 SEE SHEET W-3 SCALE: NTS NOTICE DGB SHEET a CITY OF RENTON —NEMNFNo �1 c KENNYDALE RESERVOIR WATERMAIN TESTING AND FINAL IFTMSBIRDOE °RAW murraysm��h CONNECTION DETAILS - 2 W_5 NOT ME Ss I MGM - SCHEDULE C OFFSITE Ti I N IDS-1 NaTTosNpE O " IMPROVEMENTS NO. DATE BV REVISION 10 of Il >_ CUT & CAP 6" ABOVE-C VENT PIPIN C __. _ _... _..._. 3" ABOVE-GRADEDISCHARGE PIPING AT BOTTOM OF 90° BEND. PROTECT EXIST TREE CUT & CAP 3" ABOVE-( VENT PIPIN -_ DISASSEMBLE AND REMOVE EXISTING PRESSURE REDUCING VALVE, GATE VALVES, TEES, BYPASS ASSEMBLY INTERIOR DISCHARGE PIPING. & COORDINATE WITH CITY FOR EQUIPMENT TO BE SALVAGED. OF RENTON r C �n - _ - - _ __ _ __ 1 � CUT &CAP EXIST I DISCHARGE PIPINGG 4 I r---—------r-- — _ 9 I I I I I I i a — ro^our - — I -- Y I 1L - - CUT & CAP EXIST 3" DISCHARGE FURNISH & 6" VENT PIPING 2-12' DI & INSTALL: gyp. SPL FLGXPE, LTF - -- -.--� 1-12 DI CPLG. RESTR VICINITY MAP SCALE: 1"=500' NOTES 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. DISASSEMBLE AND REMOVE EXISTING PRESSURE REDUCING VALVE, GATE VALVES, TEES, BYPASS ASSEMBLY & INTERIOR DISCHARGE PIPING. COORDINATE WITH CITY OF RENTON I FOR EQUIPMENT TO BE SALVAGED. FURNISH &INSTALL: 1-10" DI SPL, LTF 2-10" DI CPLG, RESTR VAULT DETAIL VAULT DETAIL EXISTING PRV VAULT MODIFICATIONS - EXISTING PRV VAULT MODIFICATIONS - N 32ND ST / MEADOW AVE N N 28TH ST / MEADOW AVE N SCALE-NTS SCALE. NTS NOTICE L,F EET CITY OF RENTON o o MNFE 4- KENNYDALE RESERVOIR PRV VAULT MODIFICATIONS W-6 °RAwry //■u1 / Sm�Ih` — SCHEDULE C OFFSITE rfsoo ys e "or wensuRE i^ MGM THe"°rsawwc is CHECKED IMPROVEMENTS NO. DATE BY REVISION n°r TO svuF VR°]ECI'rvo.: - - 11 of 11