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HomeMy WebLinkAboutW-396403OJ 0 0 In CL 0 n N 0 N 0 N \ OO N 0 OJ E a� C7 0 C01 3 0 E I 0 I N rn O 00 m 0 a--. X W m O 1-1 N 0 OO U 0 0 0 00 Z W B izz 17 13"x24" PLASTIC METER BOX EQUAL TO MID -STATES PLASTIC, IHC_ HCF SERIES MSSCF 1324-18 WITH 1.75" THICK DUCTILE IRON DIAMOND PLATE COVER EQUAL TO MID --STATES PLASTICS, INC_ MSCSC-1324-R WITH READER LID AND 2' DRILLED HOLE FOR TOUCHREALI PIT LID (SEE DETAIL A -A) 36" MIN COVER NEW DUCTILE IRON WATERMAIN 8" MIN 12" MAX FINISH GRADE ME:" 911_� N �,U 22-1/.2- CITY ;p-, G IN UNIMPROVED RIGHT OF J _2 J WAY INSTALL METER BOX AT ' PROPERTY LINE WITH 12" W LONG COPPER TAILPIECE.Ld ! SIDEWALK a 1 �TOUCHREAD WATER METER TO BE 2» SUPPLIED BY THE $ CITY TYPE 'K" SOFT '_0 COPPER TUBING 75FRVICIE LINE TO HOUSE IS 3�<" OR 1" STALLED IN THE FUTURE GALVANIZED INSTALL FORD C14--33 OR 44 FIPT PLUG X COMPRESSION COUPLING t LOOP DOWN CENTERLINE pF WATER MAIN TO PROVIDE SLACK IN COPPER COPP£RSETTER FD$ 5/S"x3/4" METER: FORD SERVICE LINE TO METER. VBH72-15W-44-33G, OR MWONALD BRASS: 21-215WC0033, OR MUELLER: 3/4-13-2470--2 Y47H ANCLE BALL VALVE ON INLET AND SINGLE CHECK VALVE 0!J OUTLET CORPORATION STOP WITHBALL VALVE, FURU COPPERSETTER FOR _ L"_.METER: FORD vBH72-15w-44-440, OR TAPERED THREAD (CC), WICK JOINT MCDONALD BRASS: 21-415WC0044, OR MUELLER: 1-B-2470-2 (3/4" F01000-3-Q) OR AY MCDONALD 4701B BOTH INLET AND OUTLET WITH QUICK JOINT. PADLOCK WINGS 4N (1" FB10DO-4-0) OR AY MCDONALD 4701E INLET ANGLE BALL VALVE AND SINGLE CHECK VALVE ON OUTLET. ALL FITTINGS SHALL BE WITH QUICK JOINT. NOTE: ALL METER $ORES INSTALLED WITHIN CONCRETE OR PAVED DRIVEWAYS SHALL 13E CAST-IRON EQUAL TO OLYMPIC FOUNDARY. EXPANSION JOINTS MUSH BE INSTALLED ON BOTH SIDES OF METER BOX. A- A DRILL 2" DIA. HOLE FOR AMR (AUTOMATIC METER READ) TOUCFIREAD DEVICE L _ 2-1/2" MIN. FROM NEAREST FL_ AND FRONT EDGE OF PIT LID I TYPICAL RIB I NOTE: THE CENTER OF THE HOLE MUST BE AT LEAST 1' FROM UNDERNEATH RIBS UNLESS THE RIB SPACING ALLOWS THE NUT TO TIGHTEN AGAINST THE OPEN SIDE OF MORE THAN ONE RIB. �® PUBLIC WORKS 3/4' AND 1" WATER SERVICE STD. PLAN - 320.1 DEPARTMENT NOVEMBER 2009 A PLAN A VIEW WATER VALVE BOXLID WITH DI EARS IN DIRECTION OF 2" SQUARE WATER MAIN AND WORD OPERATING NUT "WATER" CAST INTO IT 12: MIN. 18MAK, 4" CONCRETE COLLAR FOR VALVES IN PAVED AREAS 4-1/4" DIA• L2' 1/8` MIN. THICKNESS SEE DETAIL- 2 PIECE CAST IRON VALVE BOX, RICH--SEATTLE TYPE OR OLYMPIC FOUNDRY 1 ' STEEL LENGTH AS REQUIRED 1./9" MIN. THICKNIESS 2--1/4" INSIDE MEASUREMENT 2--1/4" DEPTH 5ECTION A -A VALVE OPERATING NUT EXTENSi.flN VALVE OPERATIIQN NUT EXTENSION NOTE: EXTENSIONS ARE REQUIRED WHEN VALVE NUT IS MORE THAN THREE (3) FEET BELOW FINISHED GRADE. EXTENSIONS ARE TO BE A MINIMUM OF ONE (1) FOOT LONG. CNLY ONE EXTENSION TO BE USED PER VALVE, NOTE: ALL EXTENSION'S ARE: TO BE MA❑E OF STEEL, SIZED AS NOTED, AND PAINTED WITH TWO COATS OF METAL PAINT. VALVE MARKER NOTES: VALVE MARKERS SHALL BE EQUAL TO CARSONITE UTILITY MARKER VALVE MARKER POST TQ BE USED FOR ALL MAIN LINE VALVES OUTSIDE PAVED AREAS T 38" n� ! II 24" VALVE MARKER POST WH I TE FUBLIC WORKS VALVE BOX, MARKER & OPERATING PLAN - 330.1 + # DEPARTMENT NUT EXTENSION N MARCH 2010 �G,HA�S 42 C) U 20, 5 Q- <T�HG ENG 18215 72ND AVENUE SOUTH KENT, WA 98032 (425)251-6222 (425)251-8782 FAX CIVIL ENGINEERING, LAND PLANNING, SURVEYING, ENVIRONMENTAL SERVICES �1 SAD �F W A Sys �-A z 24661 ST soNE��G���� AL 0 D ;i CONSTRUCTION NOTES AND DETAILS FOR UW MEDICINE -VALLEY MEDICAL CENTER MEDICAL OFFICE BUILDING EXPANSION 11-1/4" BEND CAP 22-1/2' BEND rf Y .." TEE 45' BEND 90' BEND THRUST BLOCK BEARING AREA IN SQUARE FEET (SEE NOTES) FOR HORI20NTAL AND DOWNWARD VERTICAL BENDS SOILFIRM SILT OR FIRM SILTY SAND COMPACT SAND COMPACT SAND & GRAVEL 9D' 45' BEND 11 1/4- 90' 45' BEND 11 1/4' 45' BEND 11 1/4' FITTING BEND TEE CAP OR PLUG & 22 T/2' BEND TEE CAP OR PLUG & 22 1/2' CAP OR PLUG tk 22 1/2' BEND BEND BEND 4' 7.6 a.2 4.2 0 29 2.t 2.1 1.0 12-2t6 1.6 1.0613.3 9.4 9.4 3-8 6.7 4-7 4.T 1.9 3.5 1.4B- 23.3 T6.7 16.7 6.7 T1-T 8.4 B-4 3.4 6.3 2.51.2 3.D 37.5 37.5 15.p26518818 7.5 14.0 5_fi AREAS CALCULATED ON 300 PSI TEST PRESSURE. 3'-0" WIN. COVER FOR WATERMAIN LESS THAN 12". 4•-0" MIN. COVER FOR WATERMAIN 12" QR GREATER. MAX. HEIGHT OF THRUST BLOCK (FT) - 0.5 x DEPTH OF TRENCH MIN. HEIGHT OF THRUST BLOCK (FT) - O.D. PIPE + 1.0' 4RUST nooC BEl PEA REFERS TO ACE OF 13ELOCK MI IN SQUARE FEET 1. _OCC4ATION AND SIZE OF BLOCKING FOR PIPE LARGER THAN 12-DIAMETER AND FOR SOIL TYPES DIFFERENT THAN SHOWN SHALL BE DETERMINED BY THE ENGINEn. 2. ALL BLOCKING SHALL 9E POURED IN PLACE AGAINST UNDISTURBED NATNt GROUND. 3. ALL POURED THRUST BLOCKS SHALL BE 6ACKFILLED AFTER MIN. 1 DAY, PRESSURE TESTING SHALL OCCUR AFTER CONCRETE HAS REACHED NOMINAL COMPRESSIW STRENGTH. 4. ALL BLOCKING SHALL 9E COW-RETE CL 5 5. BLOCKING AGAINST FITTINGS SHALL BEAR AGAINST THE GREATEST FITTING SURFACE AREA POSSIBLE, BUT SHALL NOT COWER OR FWCLOSE BELL ENDS, JOINT DOLTS OR GLANDS REASONABLE ACCESS TO BOLTS AND GLANDS SHALL BE PRONGED, CONCRETE RLOCKING FOR STD. PLAN - 330.2 t ®; PUBLIC WORKS HORIZONTAL AND DOWNWARD DEPARTMENT 'VERTICAL BENDS MARCH 2O10 TRAFFIC RATED CAST IRON CLEAN OUT BOX COVER. CAST IRON VALVE BOX, OR EQUAL PAVED AREA Q 4 12" MIN, TRAFFIC RATED LOCKING CAST IRON LID OR VALVE BOX PER MANUFACTURER RECOMMENDATIONS. SEE NOTE 2 LANDSCAPING EXTEND CLEANOUT 2" ABOVE DESIGN PONDING .� ELEVATION OR PER PLAN p DESIGN PONDING ELEVATION d SOIL TIGHT 45' BEND WYE SOIL TIGHT COUPLER UNDERDRAIN PIPE, SEE NOTE 1 TO OVERFLOW STRUCTURE OR - STORM MAIN MECHANICAL PLUG OR CONTINUED UNDERDRAIN CONNECTION TYPICAL CLEANOUT CONFIGURATION FERNCO GASKETED OUIK CAP OR SIMILAR r 4" STREAMBED COBBLES / PER WSDOT 9-03.11(2) ` CON[ K CONCRETE O25 oO RETEETE COLLAR ADD VALVE BOX EXTENSION OR SOIL PIPE AS NECESSARY TO ACCOMMODATE O.D. OF RISER PIPE CLEANOUT TOP LOCATED WITHIN SIORETENTION PONDING AREA NOTES: 1. UNDERDRAIN PIPE PER STD PLAN 26200 DIAMETER TO BE 6-INCHES MIN. PRIVATE, 6-INCHES MIN PUBLIC 2 CLEANOUT COVER TO BE LOCKING WTH ALLEN HEAD BOLT, MARKED "DRAIN CLEANOUT, "CLEANOUT," "CO," OR SIMILAR. GENERAL NOTES: 1, UNDERDRAINS FOR STORMWATER FACILITIES SHALL HAVE AN ACCESS POINT (CLEANOUT, OBSERVATION PORT, OR OVERFLOW STRUCTURE) AT EACH END AND A MINIMUM OF EVERY 100 FEET OF PIPE. 2 CLEANOUT PIPE SHALL BE SAME SIZE AND MATERIAL AS UNDERDRAIN PIPE. 3. CLEANOUT SHALL BE INSTALLED TO ALLOW FOR MAINTENANCE ACCESS TO ALL PIPES, 4. ALL FITTINGS SHALL BE SOIL TIGHT. 5. CLEANOUT RISER TOP SHALL BE LOCATED OUTSIDE OF FACILITY UNLESS APPROVED OTHERWISE, AND OUTSIDE OF PONDING AREAS WHERE POSSIBLE. UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS) STD. PLAN - 226.00 iRl PUBLIC WORKS APPROVED. DEPARTMENT STORMWATER FACILITY CLEANOUT D ATE 2 IREVISED PER AS -BUILT CONDITIONS CP-03 F r��ly TO CITY METER STACKED METER SECTION 6" MIN. FREE DOES DRAINING GRAVEL NOTES: L ALL 0008LE CHECK VALVE ASSEMBLIES (bCVA`s) MUST SE LISTED ON LATEST LIST OF "E3ACKFrLovq PREVENTION ASSEMBLIES APPROVE[) FOR INSTALLATION IN WASHINGTON STATE", PUBLISHED BY STATE OF WASHINGTON DEPARTMENT OF HEATH. 2. THE OWNER/APPLICANT MUST OBTAIN A SEPARATE CITY OF RENTON PLUMBING PERMIT FOR THE INSPECTION OF THE INSTALLATION OF THE DCVA AND PIPING. THE OWNER SHALL FURNISH, INSTALL AND MAINTAIN THE DCVA AND ALL PIPING AND APPURTENANCES SHOWN ON THIS PLAN. 3, THE DCVA MUST BE TESTED BY A STATE CERTIFIED BACKFLOW ASSEMBLY TESTER AFTER ITS INITIAL INSTALLATION, AFTER REPAIRS AND ANNUALLY THEREAFTER AT OWNER'S EXPENSE, A COPY OF THE TEST REPORT SHALL BE SENT OR FAXED TO CITY OF RENTON WATER UTILITY ENGINEERING DEPT.. ATTN: WATER UTILITY CROSS -CONNECTION CONTROL SPECIALIST, FAX NO. 425--430-7241. 4. DCVA AND METER BOX SHALL BE LOCATED ON PRIVATE PROPERTY AND AS NEAR AS POSSIBLE TO THE WATER METER. PUBLIC WORKS �4" TO 2" CCUBLE CHECK VALVE STD. PLAN - 340.8 DEPARTMENT ASSEMBLY FOR IRRIGATION OFt RESIDENTIAL FIRE SPRINKLER MARCH 2O10 TESTING DETAIL IEW D.I WATER LINE I/ TAPPING TEE (MJxFL) VERTICAL CROSS(MJxFL) FOR POLYPIGCWC TAPPING GATE VALVE (FL XMJ) I -BLIND FLANGE ON TOP MATH 2" TAP AND 2" PLUG TEMPORARY PLUG (MJ) WITH 2-INCH TAP 1-BLIND FLANGE ON BOTTOM AND 2-INCH BLOW -OFF ASSEMBLY I-PLUG(MJ) WITH 2"TAP k 2" BLOW -OFF CONCRETE BLOCKING TEMPORARY BLOCK FINAL CONNECTION DETAIL „- NEW D.I. WATER UNE IPF 1- _ AFTER ALL CLEANING BY POLYPIG, PRESSURE TESTING AND DISINFECTION, REMOVE TEMPORAY BLOCK ABLOW-OFF AND CONNECT TO VALVE WITH D.I. SLEEVE (MJ) & D.I. SPOOLS FINAL CONNECTION BY CITY FORCES NOTES. 1. TAPPING TEES SHALL BE MADE OF CAST IRON. DUCTILE IRON OR EPDXY -COATED STEEL BOLTS AND NUTS SHAL BE COR-TEN. ALL TEES AND VALVES SHALL BE WATER TESTED BEFORE TAP 2 NO SIZE ON 9ZE TAPS ON GIST-" WATER ONES. TAP SHALL BE AT LEAST Y SMALLER DIAMETER THAN THE EXISTING MAIN, 3. NO MET TAP ON ASBESTOS CEMENT LINE OR STEEL LINE 4. WET -TAPPING OF EXISTING CITY OF RENTON WATER MAINS WILL BE DONE BY SPEER TAP OR SUPERIOR TAPPING INC. S. CONTRACTOR SHALL POTHOLE AND VMFY THE HORIZONTAL AND VERTICAL ALIGNMENT OF EXISTING LIE OR STUB AND SHALL START LAYING THE NEW LINE AT THE SAME HORIZONTAL AND VERTICAL ALIGNMENT OF THE EXISTING STUB. 6. CITY FORCES OLL PERFORM THE FINAL CONNECTION FROM THE WATER LINE TO THE TAPPING VALVE WITH D.I. SLEEVE AND D.I. SPOOL PUBLIC WORKS CONNECTION TO WATER MAIN WITH' PLAN - 300.1 DEPARTMENT TAPPING TEE & VALVE MARCH 2O10 SURVEYED: DESIGNED: zTw ZTW 10/28/2C ZTW DRAWN: ZTW ZTW 4 2 $ ZTW CHECKED: AS BY DATE APPR APPROVED: AS SCALE: N/A ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL NAD 1983/1991 DATUM CONSTRUCTION RECORD DRAWING THIS CONSTRUCTION RECORDING DRAWING IS A COPY OF THE APPROVED CONSTRUCTION DRAWINGS PREPARED BY BARGHAUSEN CONSULTING ENGINEERS, INC AND HAS BEEN EDITED TO REFLECT ASBUILT CONDITIONS. THE INFORMATION PROVIDED ON THESE RECORD DRAWINGS IS A COMBINATION OF FIELD SURVEYED INFORMATION AND DOCUMENTED FIELD REVISIONS. WATER PLAN GENERAL NOTES Standard Plan No. 300 1. ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE CITY OF RENTON PUBLIC WORKS STANDARD SPECIFICATIONS AND SPECIAL PROVISIONS AND WSDOT / APWA STANDARD SPECIFICATIONS, LATEST EDITION AS AMENDED BY THE CITY OF RENTON. A SET OF CITY APPROVED PLANS SHALL BE KEPT AT THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. A PRE -CONSTRUCTION CONFERENCE SHALL BE HELD PRIOR TO THE START OF CONSTRUCTION. THE CONTRACTOR AND OR DEVELOPER SHALL BE RESPONSIBLE FOR SECURING ALL NECESSARY PERMITS PRIOR TO CONSTRUCTION. 2. ALL EXISTING UTILITIES SHALL REMAIN IN SERVICE DURING CONSTRUCTION UNLESS OTHERWISE NOTED. THE CONTRACTOR SHALL CALL 1-800-424-5555 TO VERIFY UTILITY LOCATIONS BEFORE BEGINNING EXCAVATION. 3. ALL MATERIALS USED FOR THE CONSTRUCTION OF WATER SYSTEM IMPROVEMENTS SHALL BE NEW AND UNDAMAGED, AND "CATALOG GUTS" FOR ALL MATERIALS SHALL BE APPROVED IN WRITING BY THE CITY OF RENTON PRIOR TO BRINGING ANY MATERIALS ON -SITE. 4. ALL WATER MAIN PIPE MATERIALS SHALL BE CEMENT LINED DUCTILE IRON PIPE, THICKNESS CLASS 52 PER AWWA C 151 AND C 104. PIPE JOINTS SHALL BE PUSH -ON OR MECHANICAL JOINT. CAST IRON OR DUCTILE IRON PIPE FITTINGS SHALL BE CLASS 250 AS PER ANSI/AWWA C110/A21.10-82. ALL DUCTILE IRON PIPE AND FITTINGS SHALL BE WRAPPED WITH 8-MIL BLACK, TUBE -TYPE, POLYETHYLENE PLASTIC PER AWWA C105 STANDARDS. 5. MINIMUM COVER FROM TOP OF WATER MAINS TO FINISHED GRADE SHALL BE 36 INCHES FOR PIPE DIAMETER OF 10-INCH OR LESS AND 48 INCHES FOR PIPE DIAMETER OF 12-INCH AND LARGER. MAXIMUM COVER FOR ALL WATER MAINS SHALL BE 60INCHES. ANY DEVIATIONS MUST BE APPROVED BY THE CITY OF RENTON PRIOR TO CONSTRUCTION. WHERE UTILITY CONFLICTS OCCUR, THE PROFILE OF THE WATER MAIN SHALL BE ADJUSTED AS NECESSARY TO CLEAR CONFLICTS AND TO PROVIDE MINIMUM COVER. PIPE DEFLECTION SHALL NOT EXCEED ONE-HALF OF PIPE MANUFACTURER'S SPECIFICATION FOR SIZE OF PIPE USED. ALL TRENCH BACKFILL SHALL BE COMPACTED TO 95 PERCENT MAXIMUM DRY DENSITY AS DETERMINED BY THE MODIFIED PROCTOR TEST METHOD (MDD) IN ROADWAYS, ROADWAY SHOULDERS, ROADWAY PRISM AND DRIVEWAYS, AND 85 PERCENT MDD IN UNPAVED AREAS. ALL PIPE ZONE COMPACTION SHALL BE 95 MDD. 6. CONCRETE BLOCKING FOR WATER MAINS SHALL BE DESIGNED, INSTALLED AND POURED IN PLACE IN ACCORDANCE WITH CITY OF RENTON STANDARD DETAILS AND SPECIFICATIONS AND SHALL BE INSTALLED AT ALL VERTICAL AND HORIZONTAL BENDS, FITTINGS AND BASE OF HYDRANTS. MEGA -LUGS (OR SIMILAR PRODUCT) MAY BE REQUIRED ON ALL MECHANICAL JOINTS IN ADDITION TO CONCRETE BLOCKING. 7. ALL NEW WATER MAIN PIPES AND FITTINGS SHALL HAVE A FOAM PIPE PIG RUN THROUGH THEM PRIOR TO BEING FLUSHED, DISINFECTED, AND TESTED. CLEANING, PRESSURE AND PURITY TESTING SHALL BE DONE IN THE PRESENCE OF AND UNDER THE SUPERVISION OF A CITY OF RENTON UTILITY INSPECTOR. THE CONTRACTOR SHALL SUPPLY, INSTALL AND REMOVE PLUGS, CORPORATION STOPS, BLOW -OFF ASSEMBLIES, AND THRUST RESTRAINT / BLOCKING FOR TESTING AND PURITY ACCEPTANCE. NO CONNECTION SHALL BE MADE BETWEEN THE NEW MAIN OR BETWEEN THE NEW WET -TAP VALVE TO AN EXISTING MAIN UNTIL THE NEW PIPING HAS BEEN FOAM -PIGGED, DISINFECTED, FLUSHED, AND PASSED BOTH PRESSURE AND PURITYTESTING. S. NEW WATER MAINS INCLUDING SERVICE LATERALS SHALL BE TESTED AT A STATIC PRESSURE OF 150 PSI ABOVE WORKING PRESSURE WITH A MINIMUM OF 225 PSI TEST PRESSURE FOR 120 MINUTES WITH A MAXIMUM OF 5 PSI PRESSURE DROP DURING THE ENTIRE TEST PERIOD, UPON SATISFACTORY COMPLETION OF THE PRESSURE TEST, THE LINE SHALL BE DISINFECTED, FLUSHED, AND THEN WATER SAMPLES SHALL BE TAKEN FOR PURITY TESTING BY THE PUBLIC WORKS INSPECTOR. 9. THE CONTRACTOR SHALL NOTIFY THE CITY OF RENTON WATER UTILITY AND MAINTENANCE DEPARTMENTS AT LEAST 10 WORKING DAYS PRIOR TO MAKING CONNECTIONS TO THE EXISTING WATER SYSTEM. THE CONTRACTOR SHALL EXPOSE THE EXISTING WATER MAIN AND FITTINGS AT THE CONNECTION POINT BEFORE ORDERING THE NECESSARY AP S ARY ADAPTORS AND FITTINGS REQUIRED FOR THE FINAL CONNECTION. THE CONTRACTOR SHALL EXCAVATE, REMOVE ALL SURFACE MATERIALS, AND PROVIDE SHORING AND ALL MATERIALS REQUIRED FOR THE CITY OF RENTON TO PERFORM THE CONNECTION TO THE EXISTING WATER SYSTEM. THE CONTRACTOR SHALL PROVIDE AND INSTALL BACKFILL, CONCRETE BLOCKING, AND COMPLETE SURFACE RESTORATION. ti�Y o STD. PLAN - 300.0 PUBLIC WORKS WATER PLAN GENERAL NOTES =• + DEPARTMENT MARCH 2O10 04 IN COMPLIANCE WITH CITY OF RENTON STANDARDS F� W U r� My Q DATE: CITY 0 F CONSTRUCTION NOTES AND DETAILS 12/29/201 7 UW MEDICINE - VALLEY MEDICAL CENTER PnArim c BOOK: RENTON IL MEDICAL OFFICE BUILDING EXPANSION DRAWING NO: W Planning/Building/Public Works Dept. 400 SOUTH 43RD STREET RENTON, WA 98055 SHEET: OF: C22 28 W-396403 R-369419