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HomeMy WebLinkAboutzW-3816SetWATER UTILITY NOTES AND SPECIFICATIONS 1. ALL WORK MATERIAL SHALL BE IN CONFORMANCE WiTH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON PLANNING /BUILDING /PUBLIC WORKS DEPARTMENT AND THE LATEST EDITION OF THE 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. 2. THE HOURS OF WORK IN THE STREET RIGHT OF WAY SHALL BE UMiTED TO 8:30 AM TO 3:30 PM ON WEEKDAYS UNLESS OTHERWISE APPROVED IN WRITING BY THE PUBLIC WORKS DEPARTMENT AT (425) 430 -7301. THE POLICE DEPARTMENT, FIRE DEPARTMENT, AND 911 SHALL BE NOTIFIED 24 HOURS IN ADVANCE OF ANY WORK IN THE RIGHT OF WAY. 3. AL LOCATIONS OF EXISTING UTiUlTiES SHOWN ARE APPROXIMATE AND iT SHAM BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE. FOR UTILITY LOCATES CALL 48 -HOUR LOCATORS 800- 424 -5555. 4. AN APPROVED TRAFFIC CONTROL PLAN IS REQUIRED TO BE SUBMITTED AT THE PRE- CONSTRUCTION MEETING. 5. DATUM FOR VERTICAL CONTROL SHAD BE NORTH AMERICAN VERTICAL DATUM 1988 METERS, AND FOR HORIZONTAL CONTROL SHALL BE NORTH AMERICAN DATUM 1983/1991 METERS UNLESS OTHERWISE APPROVED BY THE CITY OF RENTON PUBLIC WORKS DEPARTMENT. REFERENCE BENCHMARK AND ELEVATIONS ARE NOTED ON THE PLANS. a: 0 6. ALL WATO MAIN PIPE IS TO E CEMENT LINED DUCTILE IRON PIPE CONFORMING TO AWWA C110 AND C111 OR LATEST REVI", THICKNESS CLASS 52. CEMENT MORTAR LINING AND SEAL COATING SHALL CONFORM TO AWWA C104 OR LATEST 0. REVISION. PIPE JOINTS TO BE PUSH -ON OR MECHANICAL JOINT. BEDDING TO E CLASS C. ALL DUCTILE IRON PIPE AND FITTINGS SHALL E POLYETHYLENE WRAPPED PER ANSI /AWWA C105/A21.5 -93 STANDARDS. 7. CAST IRON AND DUCTILE IRON FTTTiNGS SHALL BE CEMENT LINED, PRESSURE RATED AS NOTED ON PLANS, AND IN ACCORDANCE WiTH ANSI /AWWA C110/A21.10 -87. CEMENT UNING SHALL BE IN ACCORDANCE WITH ANSI /AWWA O C104/421/4 -90. IF FITTINGS ARE 3 TO 12 INCHES IN DIAMETER AND HAVE MECHANICAL JOINTS, THE FITTINGS SHALL IN ACCORDANCE WITH EITHER ANSI /AWWA C110- A21.10 -87 OR ANSI /AWWA C153/A21.53 -94. THREE (3) INCH TO 12 INCH C%) DIAMETER FITTINGS, WHICH HAVE MECHANICAL JOINTS AND /OR FLANGED JOINTS, SHALL E IN ACCORDANCE WITH ANSI /AWWA C110/A21.10.87 OR A COMBINATION OF ANSI /AWWA C110/A21.10.87 AND ANSI /AWWA C153/A21.53 -94 SUCH THAT THE PORTION OF THE FITTING WiTH A MECHANICAL JOINT(S) MAY BE WITH ANSI /AWWA C153/A21.53 -94 AND THAT PORTION OF Q THE FITTING WiTH FLANGED JOINT(S) %AL E IN ACCORDANCE WiTH AWWA C110/A21.10 -87. ACCEPTANCE TESTING IN J ACCORDANCE WiTH SECTION 53.53 OF ANSI /AWWA SECTION 10 -4.3 OF ANSI /AWWA C110/A21.10 -87 SHALL BE OBTAINED BY w THE CONTRACTOR AND TRANSMITTED TO THE OWNER. �-- 8. GATE VALVES SHALL E IRON BODY, BRONZED - MOUNTED, DOUBLE DISC WiTH BRONZE WEDGING DEVICE AND O -RING O STUFFING BOX (AWWA C500) OR OF RESIUENT SEATED TYPE (AWWA C509). VALVES SHALL BE DESIGNED FOR A MINIMUM WATER OPERATING PRESSURE OF 200 PSI. GATE VALVES SHALL BE CLOW LIST 14, MUELLER COMPANY NO. A2380 OR M & H. LU 9. FiRE HYDRANTS %AL BE COREY TYPE (OPENING WiTH THE PRESSURE) OR COMPRESSION TYPE (OPENING AGAINST PRESSURE) CONFORMING TO AWWA C- 502 -85 WiTH A 6 INCH MECHANICAL JOINT INLET AND A MAIN VALVE OPENING (M.V.O.) OF 5-1/4 INCH, TWO 2-1/2 INCH HOSE NOZZLES WITH NATIONAL STANDARD THREADS 7-1/2 THREADS PER INCH AND ONE 4 INCH PUMPER NOZZLE WiTH THE NEW SEATTLE PATTERN 6 THREADS PER INCH, 60 DEGREES V. THREADS: OUTSIDE DIAMETER OF MALE THREAD) 4.875 AND ROOT DIAMETER 4.6263. HYDRANTS SHALL HAVE A 1-1/4 INCH PENTAGON OPERATING NUT OPENED BY TURNING COUNTER CLOCKWISE (LEFT). 10. THE TWO 2 -1/2 INCH HOSE NOZZLES SHALL E FiM WiTH CAST IRON THREADED CAPS WITH OPERATING NUT OF THE SAME DESIGN AND PROPORTIONS AS THE HYDRANT STEM NUT. CAPS SHALL BE FITTED WiTH SUITABLE NEOPRENE GASKETS FOR POSITIVE WATER TIGHTNESS UNDER TEST PRESSURES. 11. THE 4 INCH PUMPER NOZZLE SHALL BE FITTED WiTH A STORZ ADAPTER, 4 INCH SEATTLE THREAD X 5 INCH STORZ. STORZ ADAPTER SHALL E FORGED AND /OR EXTRUDED 6061 -T6 ALUMINUM ALLOY, HARDCOAT ANODIZED. THREADED END PORTION SHALL HAVE NO LUGS AND TWO SET SCREAMS 180 DEGREES APART. STORZ FACE TO BE METAL, NO GASKET TO WEATHER. STORZ CAP TO HAVE SYNTHETIC MOLDED RUBBER GASKET, AND SH AL BE ATTACHED TO HYDRANT ADAPTER WITH 1/8 INCH, COATED, STAINLESS STEEL, AIRCRAFT CABLE. 12. FiRE HYDRANT'S SHALL E PAINTED WiTH TWO COATS OF PAINT. PRESERVATIVE PAINT NUMBER 43 -655 SAFETY YELLOW OR APPROVED EQUAL 13. PUMPER CONNECTION TO FACE ROADWAY ASSEMBLY. ��L PETS O ot O� 36936 G p -IV- G� WATER PIAN GENERAL NOTTES SbwWwd Plan NIa 300 14. FIRE HYDRANTS SHALL BE INSTALLED PER CITY OF RENTON STANDARD DETAIL FOR FIRE HYDRANTS, LATEST REVISION. 15. ALL WATERMAINS 10 INCHES AND SMALLER TO MAINTAIN A MINIMUM COVER OF 36 INCHES BELOW FINISH GRADE. ALL WATERMAN 12 INCHES AND LARGER SHALL BE AT A MINIMUM OF 48 INCHES BELOW FINISH GRADE. WHERE UTILITY CONFUCTS OCCUR, WATERMAINS ARE TO BE LOWERED TO CLEAR. 16. 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. 17. "PIGS" SHALL BE CYLINDER SHAPED WITH BULLET NOSE OR SQUARE END. THE CONTRACTOR WILL PERFORM THE CLEANING OPERATION. 18, 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 STANDARD PLANS & SPECIFICATIONS 7- 11.3(11). THE LOSS IN PRESSURE SHALL NOT EXCEED 5 PSI DURING THE 2 HOUR TEST PERIOD. 19. ALL WATERMAINS AND SERVICES SHALL BE DISINFECTED BY THE INJECTION OF A 50 PPM (MINIMUM CONCENTRATION) ^ 'lL�-r�«l�l rz_TTil_III'�i t NEW GREASE INTERCEPTOR (FOR FUTURE CONNECTION) FIRE HYDRANT _. t.. LIFT PUMP STATION { Proposed Building Let* r -0 Lew 2 - rF 35 0 ' i FIRE DEPARTMENT CONNECTION BRISTOL #1 PROPERTY Approved By: le Approved By: -pNhdv - WkCe4i Approved By- Approved By: Date: Date: 4 19V IS Date: Date: Call before you D g.8 -I -I or 1- 800-424 -5555 UNDERGROUND SERVICE (USA) FIRE HYDRANT a; TRUE NORTH CHLORINE /WATER SOLUTION. DRY CALCIUM HYPOCHLORITE SHALL NOT BE PLACED INTHE PIPE AS LAID. CHLORINE SHALL BE ( e s ,� METERED /INJECTED IN ACCORDANCE WITH SECTION 7- 11.3(12)E OR 7- 11.3(12)F OF THE STANDARD SPECIFICATIONS NEW FIRE HYDRANT FIRE DEPARTMENT CONNECTION 0 30 60 120 REFERENCED ABOVE. 20. A PRE - CONSTRUCTION CONFERENCE IS REQUIRED PRIOR TO ANY CONSTRUCTION. A MINIMUM OF FIVE (5) WORKING DAYS �„b V - >• 01 NOTICE IS REQUIRED FOR SCHEDULING. SCALE 6 v, � ry - 1 Lr 21. TWENTY -FOUR (24) HOURS NOTICE WILL BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION. GREASE INTERCEPTOR ' 22. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR TO STARTING 1 DOMESTIC WATER METER CONSTRUCTION. 23. INSTALLATION OF CORPORATE STOPS, WATER SERVICES, LINES AND METERS SHALL NOT BE DONE UNTIL ALL SERVICE AGREEMENTS, METER APPUCATIONS, CONSTRUCTION PERMITS, AND PAYMENT OF FEES HAVE BEEN MADE TO THE CITY OF i a �i - FIRE SERVICE RENTON. CONNECTION W/ PIV _ -- LIFT PUMP STATION 24, ALL CONNECTION TO EXISTING MAINS IS TO BE ACCOMPLISHED BY THE CITY OF RENTON, EXCEPT WEi 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. t _ - - -- 25. 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. J�-� 26. CONTRACTOR TO PROVIDE PLUGS AND TEMPORARY BLOW -OFF ASSEMBLIES FOR TESTING AND PURITY ACCEPTANCE PRIOR - TO FINAL TIE -IN. NUTS BOLTS ETC. SHALL BE AS MANUFACTURED BY THE STAR 27. ALL JOINT RESTRAINT SYSTEMS (SHACKLE RODS, ) � • K _ � - -, MANUFACTURING COMPANY OF COLUMBUS OHIO, OR EQUAL, APPROVED IN WRITING BY THE PUBLIC WORKS DEPARTMENT. 28. ASPHALT AND CONCRETE STREET PAVING SHALL BE SAWCUT TO A MINIMUM DEPTH OF TWO (2) INCHES. OIL MAT STREETSy MAY BE SPADE CUT. AL 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. :J 29. A TEMPORARY COLD 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 10 DAYS. CALL FOR SUBGRADE INSPECTION PRIOR TO EXISTING UTILITIES PERMITTED IN EARLIER UTILITY PERMIT PLACEMENT OF FINAL PATCH. 30. FOR CITY PROJECTS SUCH AS TELEMETRY CONDUIT, THE PVC PIPE USED SHALL BE ALL CHEMICAL PROCESS LINES SHALL BE SCHEDULE 80 PVC PIPE, SCHEDULE 40 IN UNIMPROVED AREAS AND SCHEDULE 80 PVC PIPE UNDER IMPROVED AREAS.; cwm L ALL WORK AND MATERIALS SHALL BE N ACOOROANICE WITH THE LATEST EDITION OF THE QTY OF RE TON PUBLIC WORKS STANDARD SPEORCATIONLS AND SPECIAL PiIOVISIONS AND WSI OT / APWA STANDARD SPECIFIC'ATIOt4 LATEST EDITION AS AMENDED BY THE QTY OF RENTIOIL A SET OF CiTY APPROVED PLANS SHALL BE KEPT ATTHE JOIN SfM WHENEVER CONSTRUCTIm IS w PIKXWA E A COIrf£RENCX SHALL BE HELD PRIOR TO THE START OF THE CONTRACTOR AND OR DEVELOPER SHALL BE RESPONSIBLE FOR SECURING All NECESSARY PERMITS PRIOR TO CONSIRUCIIKK 2. ALL EX1STiNG UJTNITIES SHALL REMAIN w SERVICE DURING CONSTRUCnON UNLESS OTHERWISE NOTED. THE CONTRACTOR SHALL CALL 14X!D- 424.3b55 TO VERIFY UTLfTY LOCATIONS BEFORE 266NN11M EXCAVATION. 3. ALL MATERIALS USED FOR THE OONSTRUCTiON OF WATER SYSTEM 11MPROVEMEIM SHALL BE NEW AND UNDAMAGED, AND ■C'ATALDS CUTS• FOR ALL MATERIALS SHALL BE APPROVED IN WRITING BY THE GAY OF RENTON PRIOR TO BRINGING ANY MATERIALS ON4fT1:. 4. ALL WATER MAMA PIPE MATERIALS SHALL ER CEMENT LINIED DUCrU IRON PIPE, THK]Q+ESS CLASS 52 PER AWWA C 151 AND C 104. PIPE JOWTS SHALL BE PU94-0N OR MECHANICAL JONNT. CAST IRON OR DUCTILE W40H PrE FITTINGS SHALL BE CLASS 250 AS PER AN WAWWA Clit>r/A2L1Di2. ALL DUCTILE BION PIPE AND FITTINGS SHALL BE WRAPPED WITH 34AL BLACVv TUBE TYi F, POLVETMVU3E MASTIC PER AWWA C105 STANDARDS.. L MI11MUM COVER FROM TOP OF WATER MAILS TO FINISHED GRADE SHALL BE 36 NICHES FOR PIPE DIAMETER OF 1041CH OR LESS AND 48 INCHES FOR PIE DIAI WER OF 12 -NIGH AND LARGER. MAXIMUM COVER FOR ALL WATER MAINS Stall BE 60 INCHEL ANY DEVIATIONS MUST BE APPROVED BY THE QTY OF RENTON PRIOR TO CONETRUCTIM WHERE UTRM CONFLICTS OMP, THE PROFLE OF THE WATER MAN! SHALL W ADJUSTED AS NECESSARY TO CLEAR CONFLICTS AND TO PROVIDE MMNMUM COVER. PIPE DOUCT10N1 SMALL NOT EXILED ONE -HALF OF PIPE MANUFACTURER'S SPECIIGAMN FOR SIZE OF PIPE USED. ALL TRENCH BACMIL SHALL BE COMPACTED TO 96 PERCENT MA)aMUM DRY DENSITY AS DETERMINED BY THE MODIRED PROCTOR TEST METHOD (MOD) M ROADWAYS. ROADWAY SHOULDERS, ROADWAY PRISM AND DRIVEWAYS, AND 85 PERCENT MDD IN UNPAVED AREAL ALL PIPE =* COMPACT11W SHALL, BE 93 MID. 6. CONCRETE B DOW6 FOR WATER MAWS SHALL BE DESIGNED, MSTALLED AND POURED IN PLACE IN ACCORDANCE WiTH QTY OF R@NTON STANDARD DETAILS AND S!l3 KAT10NIS AND SHALL BE INSTALLED AT ALL VERT'IGIL. AND HORMONT•AL BEDS, FITTINGS AND BASE OF HYDRANTS. MESA -LUGS JOR SMMLAR PRODUCT'] MAY BE REQU11RED ON ALL MECHANICAL JOINTS IN ADWION TO ATE KDOMI6. 7. ALL NEW WATER MAUI PIPES AND FITTNGS SHALL HAVE A FOAM PIPE PIG RUN THROUGH THEM Pf" TO BEING FLUSHED, AND TESTED- CLEAIDI6%, PRESSURE AND PURITY TESTING SHALL BE DONE IN THE PRESENCE OF AND UNDER THE SUPERVISION OF A GAY OF RENTON UTLfTY INNSPECTOL THE CONTRACTOR SHALL SUPPLY, 06TALL AND REMOVE PLUGS, CORPORATION STOPS, BLM-OFF ASSEM UESiI AND THRUST RESTRAINT / BLACKMIG FOR TESTMrG AND PURITY ACCEPTANCE. NO CONNECTION S I ALL BE MADE BETWEEN THE NEW MAIN OR BETWEEN THE NEW WET-TAP VALVE TO AN 010ISTING MAIN UNITiL THE NEW PlMI6 HAS BEEN FOAM- P166E0, DISSECTED, FLUSHED, AND PASSED BOTH PEE AND PURITY VESTING. * NEW WATER MANG INCLUDING SERVICE LATERALS SHALL BE TESTED AT A STATIC PRESSURE OF L90 PSI ABOVE WOWNIS PRESSURE WITH A MVINMUM1A OF 225 PSi TEST PRESSURE FOR 120 MINUTE'S WITH A MAXIMUM OF 5 PSI PRESSURE DROP DURING THE ENTIRE TEST PERIOD. UPON SATISFAC`")RY COMPLETION OF THE PRESSURE TEST, THE LAIN SHALL BE DISMEC11M, D, AND THAI WATER SAMPLgi SWILL BE TAKEN FOR PURITY TESTW46 BY THE PUBLIC WORKS INSPECTOR. * THE CONTRACTOR SHALL NIOT*Y THE CITY OF RENTON WATER UTILITY AND MAINTENANCE DEPARTMENTS AT LEAST 10 WORKING DAYS PRNflIR TO MAKING CONMESCT10N5 TO THE EXISTING WATER SYSTEM. THE CONTRACTOR SHALL EXPOSE THE EXISTING WATER MAIN AND FlITTi ASS AT THE umlIECII 1011 POINT BEFORE OWERII6 THE NECESSARY ADAPTORS AND FITTNIf6S REQUIRED FOR THE FISM COSOSCTiONI THE COIIfT1AAI[TOR SHALL EXCAVATE, REMOVE ALL SURFACE MATE IAt.S, AND PROVIDE SHORWG AND ALL MATERIALS ERgJNIIED FOUR THE CiTY OF RENTON TO PERFORM THE CONNECTION TO THE OUSTING WATER SYSTEM. THE CONIiIAICTOR SMALL PROVIDE AND INSTALL. BACKF L I . CONCRETE BL.00ONG, AND COMPLETE SURFACE RFSI NATi0N. 1 PU'BILIC WORKS WAITER PL�11V t�EN�J��11 NOTES s'1'n. P�,AIAI - 300,0 DEPARTMENT MARCH 2010 COUGHLIN PORTERLUNDEEN A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION v - 801 SECOND AVENUE - SUITE 900 P: 206/343 -0460` SEATTLE, WA 98104 F: 206/343 -5691 SOUTU P 0 R T F SECO DEVELOPMENT. INC. BOEING PROPERTY Rome .0"m now Itow --Now QMW --mom pd- -NOW i r Y 1 ., ' EXISTING PSE POWER VAULT - Yo ' BRISTOL #2 PROPERTY ' PUGET SOUND ENERGY PROPERTY :4 W 38160'.., 1 2 1. r V< N PERMIT CORRECTIONS #1 BSB 2/6/15 SURVEYED: scALE M%W- HORIZONTAL- WAD 1983/1991 ,, THE HOTEL AT SOUTHPORT 12/22/2014 PERMIT CORRECTIONS #2 BSB 3/12/15 DESIGNED: AS NOTED •� R CITY OF PERMIT CORRECTIONS #3 BSB 4/3/15 BSB RENTON WASHINGTON �°°"• I RENTON PA�: ^110 112TH AVE. NE SUFTE 500 LPL BELLEVUE WA 04 DIVE INCH DATU M n,o: 90 !4254C,3.20110 ! f 425 4ti31002 CHECKED' AT FULL SCALE Planning /Building /Public Works Dept. OVERALL UTILITY PLAN 0400 J N P IF NOT ONE INCH NO. REVISION BY DATE A P P R APPROVED: SCALE ACCORDINGLY SOT: cw: MulvanryG2 rc.- D T _ l z > O n D Z Z C 3 m n x ^ r Z Z T Z r ca =Z m Z Z m D T _ l z > O n D Z Z C 3 m n D T T O m C I x iE -vN n U= ;c Z r D T T O m C I 2 0 H O Q J W 0 2 W 2 EXISTING FIRE HYDRANT c J L •. I _ r.- zi S1 x� REFER TO EARLY UTILITY PLANS FOR 12' WATER MAIN 23 LF 6" DI WATER FIRE DEPT CONNECTION (FDC) SEE SPRINKLER PLANS FOR CONTINUATION INSIDE BLDG EXISTING Fl%,1ft RENTON-4, UTILITY EASEMENT a REFER TO EARLY UTILITY PLANS Ln FOR 12" WATER MAIN N COUGHLIN PORTERLUNDEEN A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION 1 801 SECOND AVENUE -SUITE 900 P: 206/343 -0460 �r 3ss3s �'� SEATTLE, WA 98104 F: 206/343 -5691 S 0 U T W P 0 n T �/ SECO UCI�ELOPMEhT, INC. ANAL / 1113112TNAVE NE SUiTE500 BELLEVUE.'AA i 98004 -- t 425 463 2000 . f425463200,' MuivannyG2 rnm SCALE: AS NOTED ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICALS NAVD 1988 HORIZONTAL: NAD 1983/1991 DATU M GG I, GREASE INTERCEPTOR STA 22 +68.5 26.2 LT NORTH CORNER) STA 22 +57.3 25.6' LT EAST CORNER) (FOR FUTURE USE) IE 18.00 6" IN)NE IE 17.83 6" OUT)SE DESIGN DETAILS BY PLUMBING SEE SHEET P501 SANITARY SEWER LIFT STATION DUPLEX PUMP SYSTEM (SEP - 1 &2) STA 22 +43.9 26.4' LT MANHOLE) STA 22 +34.3 23.4' LT NORTH CORNER) STA 22 +28.4 22.7' LT EAST CORNER) IE =17.50 6 "(IN NW DESIGN DETAILS BY PLUMBING SEE SHEET P502 STA 21+68.5 (18.2' LT) CONNECT 4" FORCE MAIN TO 8" GRAVITY SIDE SEWER IE 20.58 8" TEE SIDE SEWER CONNECTION TO 8" SEWER PIPE IE 20.48 - STA 21 +07.9 (23.1' LT) WALL MOUNTED FIRE _ DEPT CONNECTION (FDC) SEE SPRINKLER PLANS FOR 6" TEE SIDE SEWER CONTINUATION INSIDE ELDG CONNECTION TO EX 10" SEWER MAIN IE 19.72 RIM 29.84 IE 23.23 6 "(IN)SW IE 19.26 EX 10 (IN)NW IE 19.23 EX 10" (OUT)SE W/ VERTICAL INSIDE DROP CONNECT! PER DETAIL Cho �.�- CITY OF RENTON Planning /Building /Public Works Dept. Legend It Date: Date: 411317-01 S Date: Zf Zo <S Date: 14VA Call before you D g.8 -1 -1 0 10 20 40 or 14800- 424 -5555 UNDERGROUND SERVICE (USA) SCALE 19 =20' PERMIT CORRECTIONS #1 BSB 2/6/15 8' SS 0 xx% SURVEYED: ® • PERMIT CORRECTIONS #2 BSB 3/12/15 YD /CO /CB /CB 2 /MH „ 12" DI W WATER MAIN PERMIT CORRECTIONS #3 BSB 4/3/15 WATER VAULT /METER BSB ca m z DRAW LPL i i > CHECKED: NO. REVISION BY DATE AP P R JNP 11 APPROVED: SCALE: AS NOTED ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICALS NAVD 1988 HORIZONTAL: NAD 1983/1991 DATU M GG I, GREASE INTERCEPTOR STA 22 +68.5 26.2 LT NORTH CORNER) STA 22 +57.3 25.6' LT EAST CORNER) (FOR FUTURE USE) IE 18.00 6" IN)NE IE 17.83 6" OUT)SE DESIGN DETAILS BY PLUMBING SEE SHEET P501 SANITARY SEWER LIFT STATION DUPLEX PUMP SYSTEM (SEP - 1 &2) STA 22 +43.9 26.4' LT MANHOLE) STA 22 +34.3 23.4' LT NORTH CORNER) STA 22 +28.4 22.7' LT EAST CORNER) IE =17.50 6 "(IN NW DESIGN DETAILS BY PLUMBING SEE SHEET P502 STA 21+68.5 (18.2' LT) CONNECT 4" FORCE MAIN TO 8" GRAVITY SIDE SEWER IE 20.58 8" TEE SIDE SEWER CONNECTION TO 8" SEWER PIPE IE 20.48 - STA 21 +07.9 (23.1' LT) WALL MOUNTED FIRE _ DEPT CONNECTION (FDC) SEE SPRINKLER PLANS FOR 6" TEE SIDE SEWER CONTINUATION INSIDE ELDG CONNECTION TO EX 10" SEWER MAIN IE 19.72 RIM 29.84 IE 23.23 6 "(IN)SW IE 19.26 EX 10 (IN)NW IE 19.23 EX 10" (OUT)SE W/ VERTICAL INSIDE DROP CONNECT! PER DETAIL Cho �.�- CITY OF RENTON Planning /Building /Public Works Dept. Legend It Date: Date: 411317-01 S Date: Zf Zo <S Date: 14VA Call before you D g.8 -1 -1 0 10 20 40 or 14800- 424 -5555 UNDERGROUND SERVICE (USA) SCALE 19 =20' W -38 1 601 THE HOTEL AT SOUTHPORT RENTON WASHINGTON UTILITY PLAN Att: 12/22/2014 PAGE. DPI " No- C401 SHEET: OF: PROPERTY LINE I x BUILDING 8' SS 0 xx% SANITARY SEWER ® • SANITARY MH /CO STORK DRAINAGE PIPE YD /CO /CB /CB 2 /MH „ 12" DI W WATER MAIN • FHeco PIV NWV FH /FDC /PIV/VALVE c WATER VAULT /METER W -38 1 601 THE HOTEL AT SOUTHPORT RENTON WASHINGTON UTILITY PLAN Att: 12/22/2014 PAGE. DPI " No- C401 SHEET: OF: I :1: D I ! r I € s z to x C f• Z z O n D Z Z C m m III i i I x u, Sz z C w �.. ..... c ca m z i i > I :1: D I ! r I € s z to x C f• Z z O n D Z Z C m m III i i I x w �.. ..... c J- D T AK m �¢ D F_ (r 0 CL F_ :D 0 C/) F_ LIJ F_ 0 """"r LLJ """"r F_ UPPER UTILITY PIPE LESS THAN 12" CLEF PACK GAP BETWEEN UTILITIES AT CROSSING W/ 6" THICK ETHAFOAM PAD LOWER UTILITY PIPE 0.5 MIN NTS Ethafoam Installation Detail I ISING (EXTEND TO MANHOLE) MAI N BRAND STAINLESS STEEL ILE CLAMPING BRACKETS OVAL EQUAL DIAMETER OF THE DOWNSTREAM PIPE NOTE: 1. INSIDE DROPS ARE ONLY TO BE USED UPON APPROVAL BY THE WASTE WATER UTILITY SECTION. 2. ALL PIPES AND FITTINGS SHALL BE SIMILAR AND MATERIAL AS INCOMING MAINLINE. 3. MINIMUM SIZE MANHOLE FOR INSIDE DROP CONNECTION SHALL BE 60" DIAMETER. 4. CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK ADAPTER, KOR—N—SEAL BOOTS OR APPROVED EQUAL. 5. WITHIN A 60" DIAMETER MANHOLE, THE MAXIMUM ALLOWABLE DIAMETER OF THE INSIDE DROP PIPING IS 12 ". INSIDE DROPS EXCEEDING 12m IN DIAMETER OR MULTIPLE DROPS SHALL BE REVIEWED BY THE WASTEWATER UTILITY AND MAY REQUIRE A LARGER DIAMETER MANHOLE 6. ORELINER' BRAND STAINLESS STEEL ADJUSTABLE CLAMPING BRACKETS OR APPROVED EQUAL SHALL BE INSTALLED WITHIN 6" OF BOTH BELL AND SPIGOT ENDS OF EACH DROP PIPE. IF DROP PIPE LENGTH EXCEEDS 5 FEET THEN CENTER STRAPS SHALL BE INSTALLED WITH A MAXIMUM SPACING OF THE 4 FEET ON CENTER. BRACKETS SHALL BE ATTACHED UTILIZING STAINLESS STEEL EXPANSION BOLTS, MIN 2 EACH AT CONNECTION POINTS. w NTS Inside Drop Connection For Sanitary Manhole L COUGHLINPORTERLUNDEEN MOOD A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION 801 SECOND AVENUE - SUITE 900 P: 206/343-0460 36936 SEATTLE, WA 98104 F: 206/343-5691 S 0 T SECO DEN-ELOPMENT. INC. ONAL A /'�p /10 R_IASTF� HAt_ -'I[ T A_;'�.- REA[, P17 L;C, 4" P051 ;NDV_AT,-.jf- RIES15,10N TYPE J!, H A P- ANL; bE IFS I'E•_LIGI_N' MIJNICATION Mj*Uj) PAiNIEC, SL JL By: ENC,,ODER 7,PE 11-E) VETFP ML;zT REAL, IN By: 7 FT :_3/4' SHAT .KcE POCIS PER UT OF RENT;`LN SPECIPCArKNS 4" AND f NJ! =TEE_ A 9 ILE I - 1 /4" P[k4-A _:r PC; C-I E H CIP A 4T 4- K' =_LE%_ f 4` M, A u r. rr TEE 2 12 _F 4- D P-,Pl A E$RASS '41PP,,E 00 T- 'ATE vA L Vf (FL -M J' Lj BE u'SED IF RE(_,wRED- CIL w I-- V! I, PK"ItiE DACO-, ......... Z 7) IJ Z E A TEC, ~R Its It TE ,S' FN;' -I0,R`Z1GNTA;, AN,- -f-10INWAIRC, ',/ER71,,�A_ EIENC_ '_ 7HRLt1:7 6LC R F.A I k 1ARF FEET I eFE t,4 Ct TF S :At R w O �-CQPAC T SAW, 1711�,,N t.FR. I k' LAZIDER *A TM Qe r�"RIA VA VE AN,! PL J 4- rLeM_' AL)APT4)P 4r,, BEND �) 1 I r -'IF P,j� & 22 'BE N L fq 1 45' &EN& /4* CAP 2 1 SUPPORT 6ARSl!:0_ 4 f-4' OF !,f ` r: PER CJSHA - ----------- T 4 4 7 ----------- -- ­- 47 A "j APF C 1! 1/4 Lj • 4 J 00 12 T�7 WO WA I �77 14 D EPOS I NON-5HRINi- b 300 111/4 - G P cwu -4 4 �r_]F w1aAfRmAIN ",," V WAx HEIGHT t-,+ THR.,,'FP7 IDEPTF '::9f 'FEN,, -:H 8, MIN REICH? -,,F THRi 7 "F1' • f-J, 1 1/4 0 4 TEE (MJJIL'. 3/4 24 - i/4 43 A OOELDEC STEEL �_-Cx_LAR -A Z;TY PP J'v AL rf: 4 T READ PIT Lit) SENSOR M("WED QN 4 1 ,:-T STEEL PLATE COVER -,HROLCH 2' DI A. 125 L5 P%P�N,': DR'LLEO HL)LE IN COVER- LOCATE HC)LE 2h­ 36 XAC4AAN BL,-);-r FpCiM F[.)(� fj$7 PIT _Ir AND RIBS 4 RE(JLRRED WITH FL F41ACKIIN11 Tri 7fF PRECAST 01ACRETE VAIIJL' WTI- 2 3"-3• HINGED STEEL PLATE COAR rAi-SOE DIMENSICINS A*- ,0_K7'-1)" �AIP AREA kEFERS TO W !EXiAL TO CnPIE EPIC- OR -'jTIU.TY -JAUtT WI I,4 57-71 -9. %— NIODEL NiAMONE, PLA71E CjOORS'� PXC*-, ! I IQEAZ, P•T SET SENSOF "110112THAVE NE it)[TE5CC BELLEVUE WA 98004 !425463.20) 10 ! f4254632002 MulvanryG2 cc-, 6'.4' OF _3' GATE VALVE F,,(F-; MOUNTED �DN -�TEEL F- 1- ATE T *j- f: A 7 _-0-vSR _-ARCkj1C.m _AL I'- _C1)0P;C r . T :WA NON-RISING STEM WITH HANO WHEi-! riPILLECP HOt! IN y, P _LTANbAPL:, 6" 1� *1 !1- EOC-A,L TO muELLEP CC, A- PE;;j - 4P BASE 'TI, '! I I'; '--4' li- lf't_=PET CE&At:NT LINED 00-JILL IRON OIPE CLASS 5` S-6* L 01' 4 f _- WITH COL�AJR --;Q- PE R THOSE SUPPLIEC, BY PACIFIC_ At.,VIF RF01,11RF7 WATER #X)IRKS �'(j t'4r- z "i 4' T IC7 Tv A i7t- MPING! MPINI, OF 4- f-1,PE EM047 -°Y.. Z C r4d L-NE L;_'_ ` _�2 T;- .4' (F,. 3' Cn, WATER W EOU& TO SE U TER WTH T:_1JCHPEAD PITL111 I RIGiSTFI? & SENSOF mrH 4 WAEFL HIGH RESC4.U'TI('*4 '100 -AIC Afjju,�TABLE �111­ OF 4' FLE,-PtE ;LANCZr__ FEET; REG15TER FOR 3" METER, Wfoo-E AT PIPE SUPPORT r-(-*AA- MfTFR WITH 4­X3" FL.FL EQ4_1AL TO V?--D-DR .FNF'Al AtII, MFTFRI.-t Aiqkl. FJAI ' "04LOW PREVENTION LI[41,1 -,CUElfNATIONS ARE .LURED IN THE SiTANDAIRD C)E-Alt W�J '�WjWN OP? IN!�'.,_ IDRAMNC-�, A -1(rAP 00M31INAT'�-*, 1, NQT APPR_)VfLs IR .)PAW,1`46 'Mi.; BF RIEk , - , �UIREC 8'• T1.4E jjj!,ITf ENGINEFIRIN-,, 'DEPT PtjR T`-; It,j1.T ALLATICIfi 7-+F, PIP-W11PAL RE(301REVENT' _T 1, f, , REC�AI?Cj�NG iAij. 7 , 71104� APE THE _ENC.TT4 7117 FITTINGS 3P THEM~ CLEARANCE Fp0m THE VAQLT WALLS, CLEARANCE 4-i ALL BE A MINIMUM OF 12" FROM THE ENDS ANL. `)41E SirE CLEARANCE SHOULD BE AS TYPI�ALL) •SHOM4 ON THE VARI(--fuc S ANCIARC' 'L)ETAILS'i L14 Q TE DfA[�MAN Bb:ICK SIHAL_ BE AND !NSTALLEI C,-C) 17 BEAR'S At:Alh-ST SUIFF'CiE14T VNL)4­njRBE 2) , - - tlE C)Ec�IC-4-iED TI-iWJST I [,, EARTH --; AS TO SUPPORT STD. PUBLIC WORKS 1 3". 4" & 6" COMPOUND DOMESTIC PLAN -320.4 DEPARTMENT WATER METER ASSEMBLY MARCH 20110 UC WORKS CONCRETE BLOCKING FOR STD. PLAN - 330.2 ♦ PLTB + HORIZONTAL AND DOWNWARD DEPARTMENT VERTICAL BENDS MARCH -9010 I.- fY j C To-i FRE H!CRAII`J HALL BE E RV :(:R A T By: RIES15,10N TYPE J!, H A By: _20C ANC R A �'f wV- H 6 M E H AN I By: '�IN T 0 7H LUGS. 4" VA"l, j�. By: 7 �'JiNINEOTWIN OF SEA H 4 WI 7 H t. �Z T,,)P AE:AP Ti-;p 4 R-`. E THREA.!", .p- A T 'A 'HE wl, T H Q' C T AINLE'_-1 z =TEE_ A 9 ILE I - 1 /4" P[k4-A _:r PC; C-I E H CIP A 4T z 4` M, A u r. rr P A; 1`4 ' N--) 5780 -rFj.3 C 7M A F' L Y_ FF T', _�p A, - FL f EQUAL PUMPEF J_ �,N N L t Tj�t�j T. F A I.` E C'(JAL',,AL" DR A': �IPr : A!,J T TFNSION T: L _-EC 9'i RENTf�,N FIRE AP-IIAEN- T'I R F -1 BE u'SED IF RE(_,wRED- CIL w I-- V! I, PK"ItiE DACO-, ......... Z 7) IJ -1 ,S' FN;' -I0,R`Z1GNTA;, AN,- -f-10INWAIRC, ',/ER71,,�A_ EIENC_ '_ 7HRLt1:7 6LC R F.A I k 1ARF FEET I eFE t,4 Ct TF S :At R w O �-CQPAC T SAW, 1711�,,N t.FR. I k' - .Om P A Qe r�"RIA MI 40, 4r,, BEND �) 1 I r -'IF P,j� & 22 'BE N L fq 1 45' &EN& /4* CAP 2 1 9 8 1;j, EIEMD AP ',"Yk P L G !,f ` r: 133 - ----------- T 4 4 7 ----------- -- ­- 47 A EA-'r ,r= 'S IDEAAL- APF C 1! 1/4 Lj ON,_ :;7 TE 4 J 00 12 T�7 WO WA I �77 14 D 5 b 300 111/4 - 21/4 AREAS r_AL'_0' A7E1­, -jf�, FIST TEST TFE'-,;51IRE �-,IVT__ P 'AATERMAIN TrfAil 2" - - , , . , 1 4 �r_]F w1aAfRmAIN ",," WAx HEIGHT t-,+ THR.,,'FP7 IDEPTF '::9f 'FEN,, -:H 8, MIN REICH? -,,F THRi 7 "F1' • f-J, 1 1/4 0 3/4 24 - i/4 43 A 4 _4 4 4 1 ,:-T 300 It ..t 125 L5 36 �AIP AREA kEFERS TO W N -,;t PE FEE- - - - ANU 8L__,LtdN-__- �`:* PiPL LA•rEk 1HAN ;_'_LAAV.E1EP AN't, i�67IFIFRFN7 _)-AN _�I`�'%W. MALL Ek;_7 �I _E7RMiNEC- F­ 71HE ENGINEEP Al, Ft, �"CVIN­ SHA; I BE ;N P�,ACI�: AGAO,457 JN['A57LJ1F,9Er i PL_X'0'� �HA.,i Hf. A}•TAP NAII. I ';AI �I_ lot AU_ AFTjc .,"Nf.PErE I•AS WfA---I­iE[; N(MINAL ShAz L Hf 1-`)NCPE 'E -1:- 5. IN' A( A!NST 17 ?"IN'S SHALL BEAR AGAINST THIE CREATES' FITTI41' SLiRFAC'L APLA 5IBLE. 6U! 'SHAI_;_ Y-1t :_'OVtR 1P ENI`_�L,)Si BELL LNUS. 101INT B'. `S -*!? GLANC.'_ rrElC'NAELE 70 FOLT� ANC- _.LANVS :,mALL BE PROV11"E'-, L UC WORKS CONCRETE BLOCKING FOR STD. PLAN - 330.2 ♦ PLTB + HORIZONTAL AND DOWNWARD DEPARTMENT VERTICAL BENDS MARCH -9010 I.- fY j C To-i FRE H!CRAII`J HALL BE E RV :(:R A T By: RIES15,10N TYPE J!, H A By: _20C ANC R A �'f wV- H 6 M E H AN I By: '�IN T 0 7H LUGS. 4" VA"l, j�. By: _-"-N N E T, ,)N 5 tI A 7 1 P1 ;MPER .41 L E * ANU A L �'JiNINEOTWIN OF SEA H 4 WI 7 H t. �Z T,,)P AE:AP Ti-;p 4 R-`. E THREA.!", .p- A T 'A 'HE wl, T H Q' C T AINLE'_-1 z =TEE_ A 9 ILE I - 1 /4" P[k4-A _:r PC; C-I E H CIP A 4T z BE PAIN"ED W!7h '7Wf__1 i'IJA '4 L r. rr P A; 1`4 ' N--) 5780 -rFj.3 C 7M A F' L Y_ FF T', _�p A, - FL f EQUAL PUMPEF J_ �,N N L t Tj�t�j T. F A I.` E C'(JAL',,AL" DR A': �IPr : A!,J T TFNSION T: L _-EC 9'i RENTf�,N FIRE AP-IIAEN- T'I R F -1 BE u'SED IF RE(_,wRED- CIL w I-- V! I, PK"ItiE DACO-, ......... Z q L) -1 �IDFAA .7 MI 9 7 C -7 "Mi- PIE,' L 7 It, 'A L 1 _ Blip WI rII L, I'- no z F 1E A4 F 4,11PIC FI_ -iNE?P' AN FIN c;�- T' M A -'H S�IFTWA,11,, TANDAR.f Q` T, F '-7'F _7 T li 'M TH PE;�L,'L_AR FlAcF L E N V A LVE N`-, N EA-'r ,r= 'S IDEAAL- APF C 1! 1/4 Lj ON,_ :;7 TE T M 4Pi,, T 4'� J 00 12 T�7 WO WA I �77 14 D 8" i MININU.V. EJL1__);_P- 1-1-4CER H�DRANT L 041,j If,4E 7EE WITH A N E -1[)E ',I T,_E- ,ATE -.IALI.-T. !FI_ ,: Mjt A WWA :ZEA.7 IRI-N PIRE. �__:LAS`7 �-Ni TH 'ti F;- TEN 1-" .,EMEr% T I.. TEN 1: TIE R CIE A HE U•A;F4 E',IE F,� _V I T _P i{ A v'E t- L_ V, L EvE_ U IN Z L �'�L AL L ♦ PUBLIC WORKS FIRE HYDRANT ASSEMBLY STI) PLAN 310.1 DEPARTMENT MARCH 2010 PERMIT CORRECTIONS #1 BSB 2/15/15 SURVEYIED: PERMIT CORRECTIONS #2 BSB 3/12/15 DESIGNED: PERMIT CORRECTIONS #3 BSB 4/3/15 BSB DRAWN: LPL CHECKED: JNP NO. REVISION BY DATE APPR I Approved By: Approved By: Approved By: Approved By: Date: Date: Date: Date: W- 381603 TEMPORAP'T 2' 1:;ALVANiZE0 PIPE AND 2" GATE VALVE FIN:SHEC GRADE ELEVATION 17-77 7,z I PLUG ON TOP BUNG FLANGE: NI-JALL AFTER REMOVAL OF POLYPIG 7 MIN. C'CIVER IC. -INC T F. �AMFER ANC, UNDER) 4 =T MIN (_`0 V E R f I - INC H. 'IAMETER AND OVER, NE'N 'WATER MAIN P;)L YPI15 Lm F_'R P(DLyPI0,C;t,,G �TATI(DN S,71E OF VERTICAL 1:ROSS SHALL BE THE SAME AS SIZE (-IF MAIIN LINE vERTICA-, PL) CINE LILAND F_2V4U ON TOP OF CRCSS *17H 2" TAP & 2' TEMPC~'f OLCft-OFF ASSEMBLI % 'Rfm(-)V ASSEmeLy Atk IN 2' PL;J,, AFTER RE CL M_, Y- F 60' 1 MOVk- OF EMI 'POC P*:. ONE &ILINO FLANGE ON 80701*4 OF CROSS ONE PLUG I,Wi C-11N END OF CROSS BETE 9LC)Ci•INC� ALL [1EIBRIS AND POL'YPIGS S14 LL BE REMOVED ►R(Q SUMP Of VERTICAL CROSS BEFORE DiSINFErTION ✓F NEW WATER VAIN - PUBUIC WORKS POLY PIG STATION FOR CLEANING OF SM. PLAN 300.6 DEPARTMENT WATER MAINS MARCH 2010 TYPE A BLOCKING IF JP 11 221/2' VERTICAL BENDS 'wv is d L CZ z z a� z JPNP:JCV LES r. rr T R E A;,_) Z w L w 1 ET w CIL w it Z ......... Z q L) z 0 z z .7 MI > no z 4 300 1! 1/4 Lj 2 3/4 J 00 12 121,,4 41 D 300 TYPE A BLOCKING IF JP 11 221/2' VERTICAL BENDS 'wv is d L CZ z z a� z z r. rr Lo Z w L w w CIL w it Z Z q L) z 0 z z MI > no z 4 300 1! 1/4 2 3/4 221/2 1 12 121,,4 300 111/4 - 21/4 3/4 4 8, -TI 1 300 'rl- 1 1/4 16 3/4 24 - i/4 43 31/2 -i-2 _4 4 4 1 ,:-T 300 It ..t 125 L5 36 R - ;NSIDE RADIUS OF SHACKLE Rol[) BEND SIHACKLE RODS z (Typ" _R -4 A 4 R P j A TjRN6bCkL THR E AD fi> 1100 w 41 f CD TT'PE e PLUCKING CG FOR 4c-' VERTICAL BE N -D-S A T T A S iL z L LLJ c� Z LLJ F_ LAJ A _J LAj L/) W L 7) r,.j _ m C, L� % �71 z L4j Z i / z J EL > z A 4 6 C, 45 64 4 3/4 1 4 A 4 41 T "(P E E Pt T BUC WORKS CONCRETE BLOCKING FOR VERTICAL SM. PLAN 330.3 ♦ + DEPARTMENT FITTINGS MARCH 2010 SCALE: VERTICAL- NAVD 1 9W HORIZOWAL_- W 1910/1W 0 THE HOTEL AT SOUTHPORT AS NOTED :06 CITY OF 6R RENTON WASHINGTON RENTON I ONE INCH DATU M AT FULL SCALE Planning /Building /Public Works Dept. UTILITY DETAILS IF NOT ONE INCH SCALE ACCORDINGLY fol DAM 12/22/201 z- : PAW_ DP.VMM NO, C410 SHEET: OF- x Z; Z lz Z 0 MI z G) z C 3 m MI oc I CZ z C r. rr r 2: Z m z MI > Z; Z lz Z 0 MI z G) z C 3 m MI MI oc I 4 r. rr 2: MI 0 EL S H O Q J W 0 2 W 2 Cos L E?� znot 36936 ()NAL COUGHLIN PORTERLUNDEEN A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION 801 SECOND AVENUE - SUITE 900 P: 206/343 -0460 "` SEATTLE, WA 98104 F: 206/343 -5691 SOUT" 11111 O R T b SECO DEVELOPMENT. INC. BOEING PI 1110 112TIA AVE NE SUFTE 500 BELLEVUE WA i 98004 t 425 4r3.2Cf Q , f 425 4631002 Mufv3nnvG2 ccm' 7 C � Approved By: Approved By: Approved By: � Approved By: Date:. Date: Date: Date: Call before you Dj g.8 -1 -1 or I - 800-424 -5555 A., UNDERGROUND SERVICE (USA) TRUE NORTH 0 30 60 120 SCALE 1 =60' PERMIT CORRECTIONS #1 PERMIT CORRECTIONS #2 PERMIT CORRECTIONS #3 NO. I REVISION BSB 2/6/15 BSB 3/12/15 BSB 4/3/15 -I 0- SURVEYED: DESIGN ED: BSB DRAWN: LPL CHECKED: JNP AP P R I APPRO"IED: SCALE: AS NOTED ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATU M �J 'N- 1 ti I 1446 5•'03— 282 66 w 381604 1 �l I t AL 4- CITY OF RENTON Planning /Building /Public Works Dept. i THE HOTEL AT SOUTHPORT 12/22/2014 RENTON WASHINGTON �LDe001 P#4F- OVERALL PAVING C500 AND HORIZONTAL CONTROL PLAN �° �° � Z w z g Z C r Im z m r w ^ m Z. r • I i • Z r � C z z 0 n D Z Z C m m n x w r w ^ Z. f r� I O U) U) CL H 0 2 H O Q J W 0 2 W 2 0 GREASE INTERCEPTOR SINGLE VAULT SYSTEM 11' -2" i I I i t s Grou Hoth>�$ ,.,.. _.. i i I 1 1 i 1 t l I( �S 1 1 Precost wider 1500 Gallon System c - j` ro or '1 Drill (1, Knci xr ,] p I10_,_ In '4 f' •I !.� '4a' P h. i�t �i.f § ���,� t� 4 ' f s Zi hy� 4 w Yflnmi.r, ° P � n C:T A 11 4 GRA,viE INTLtiCE PITOR SINGLE VAULT SYSTEM MINIM 11' - 2!1 - 1500 Gallon System or IF I°i�iw II veld '� Pe iI a f� T— P1 CT A 11 4 PLAN VIEW �_ to PLAN VIEW t Sides d 3 . J Vent �i es ; d r µ N . - vep Fib �� ; H_ jai. r i r f (uc Ne`` �., Opt lorlO_ g -_ z , ,�^ .� °. - ' _ ,?17rIJ rr al-' I `' i;i,y r' I r 1 I i ` - GRADE G. > GRADE 4 i j I w. 5 i g t ° SS k 1 1 I } ✓ i 1 r j ff 1 •4.. r I q4_Ins ect �I� e �= � P = _ INLET - — I ,�._.._ -_ _ SEP SEP INLET I - — /SEP\ S t f I t OUTLET TO OUTLET TO & 18.0 � -- -- �-_ - �- -�-- -- — - �---- � ---- -- -- 16. � � I I �� � 17.83 { �;. � >� I , �; � 16.5 1- lav I _ CV fi N C [ I t , l = _ I ! = Woter e�,-h _ I I I M :'7 1 co t' - ` j j 1 s I , . ' * .. �.� ;,;: ..,_.r. p V . -- } , • ,. ' . � _ � �. i :J � � 4 "h r T n 13 5$ -- .� -_ 12 25 o ► it Around ..� Sant f :j - AIi Ar 2 A r r �: .; t ` BO Soes 2 Io•f, 1 i SECTION VIEW AA SECTION VIEW AA GRAVITY GREASE INTERCEPTOR - GG - 1 PUMP SCHEDULE TAG SEP -1 & 2 SP -1 SEP -3 & 4 SP -2 SERVICE SEWAGE EJECTOR SUMP PUMP SEWAGE EJECTOR SUMP PUMP LOCATION NORTH EAST NEAR GG -1 NORTEAST NEAR GG -1 LOADING DOCK NEAR GG -2 LADING DOCK NEAR GG -2 EQUIPMENT W MANUFACTURER EQUIPMENT OLDCASTLE MODEL MANUFACTURER VAUGHAN LIBERTY VAUGHAN LIBERTY MODEL DUPLEX MODEL - SE3L 257 DUPLEX MODEL - SE3G 257 TYPE SUBMERSIBLE SUBMERSIBLE SUBMERSIBLE SUBMERSIBLE FIXTURE UNITS SERVED 172 (EST) 172 (EST) PERFORMANCE 150 150 SKIMMING RATE (LBS /HR) GPM 125 EA 10 70 EA 10 BOOST IN PSI NA NA NA NA TOTAL DYNAMIC HEAD (FT. WATER) 30 17 40 17 PUMP RPM 1750 1725 1725 VOLT IMPELLER DIA (INCHES) 7.5 6.5 NA PIPE SIZE (IN) 4" 1 -112 4" 1-1/2 DISCONNECT NA NA ELECTRICAL PHYSICAL HP (2) 5 1/3 (2) 5 1/3 VOLT 460/3 120 460/3 120 POWER STANDBY STANDBY STANDBY STANDBY FLA 7.5 EA/ 15 5.2 7.5 EA/ 15 5.2 STARTER: BY ELECT. CONTR. NO, FLOAT SWITCH BY ELECT. CONTR. NO, FLOAT SWITCH FURNISH /INSTALL EC /EC LIFT OUT FILTER BASKET EC /EC NO DISCONNECT: BY ELECT. CONTR. BY BY ELECT. CONTR. BY ELECT. CONTR. FURNISH /INSTALL EC /EC EC /EC EC /EC EC /EC EXPLOSION PROOF MOTOR YES Cl. 1 Div. 1 YES, INTRINSICALLY SAFE YES Cl. 1 Div. 1 YES, INTRINSICALLY SAFE > PHYSICAL WEIGHT (2) 350 25 (2) 250 25 ACCESSORIES BRONZE DOM HOT WATER CIRC. NA NA NA NA MECHANICAL FLOAT CONTROL YES YES YES YES CONTROL PANEL - NEMA 4X YES w/ Seal offs NO, FLOAT SWITCH YES w/ Seal offs NO, FLOAT SWITCH ALTERNATOR YES NO YES NO MULTI SPEED CONTROL SYSTEM NA NA NA NA 130 GAL PRESSURE TANK NA NA NA NA AUTO DIALER YES NO YES NO CONN TO BMS YES NO YES NO REMOVABLE PUMP RAIL SYSTEM YES NO YES NO MV 1 tJ: 2 GRAVITY GREASE INTERCEPTOR - GG - 2 NO SCALE O � GREASE INTERCEPTOR SCHEDULE TAG GG -1 GG -2 SERVICE BRISTOL KITCHEN KITCHEN LOCATION NE CORNER EXTERIOR ; LOADING DOCK Z IN- GROUND IN- GROUND UPC DESIGNATION GRAVITY GRAVITY EQUIPMENT W MANUFACTURER OLDCASTLE OLDCASTLE MODEL 5100 -GA 5100 -GA TYPE GRAVITY GRAVITY GALLON CAPACITY 1500 1500 PERFORMANCE FIXTURE UNITS SERVED 172 (EST) 172 (EST) MAXIMUM GPM 150 150 SKIMMING RATE (LBS /HR) NA NA NUMBER OF SKIMMING WHEELS NA NA GREASE RETENTION CAP (LBS) NA NA ELECTRICAL VOLT NA NA PHASE NA NA WATTS NA NA DISCONNECT NA NA PHYSICAL SIZE (IN) Per detail 1 - P501 Per detail 2 - P501 INLET (IN) 4 4 OUTLET (IN) 4 4 ACCESSORIES REMOVABLE GREASE COLLECTORS NO NO LIFT OUT FILTER BASKET NO NO HEATER NO NO TIMER CONTROLS NO NO NOTES > > NOTES: 1. REFER TO DETAIL FOR INVERT DIMENSIONS Duplex Submersible Sewage Pumps SEP -1. SEP -2. SEP -3. and SEP-4 1 Includes duplex submersible sump pumps. quick disconnect and removal system. control panel, liquid level and high water alarm controls. Provides automatic control of pumps with alternating lead -lag setup and high water level alarm and standby pump alarm system. 2 Provide pump motors of a dielectric liquid filled design for pumps 1 -1/ 2 -hp and larger. Motor end bell shall be designed as a terminal box and separated from the motor shell by a combination bearing support and inspection plate. The inspection plate shall permit viewing and access to the motor from the topside of the motor. Motors shall be housed in a water -tight cast iron shell with extended cooling fans and shall have Class "F" insulation and permanently lubricated double seal ball bearings The mating surfaces between the motor end bell, motor shell and seal housing shall be sealed by means of "X" cross section quad rings. Motor shaft shall be 300 Series stainless steel with keyway for positive positioning of impeller. a. The impeller shall be non -clog macerator type and shall be made of close - grained cast iron /bronze and accurately machined to the proper diameter and to be statically and dynamically balanced. It must be capable of passing a 2'/2 -inch sphere. A double mechanical seal system shall be furnished. The entire double mechanical seal assembly shall be housed in a seal chamber filled with clean dielectric oil. Seal surfaces shall be siliconized carbon variety. Systems that allow the lower seal mechanism to come in contact with the pumped media shall not be considered as equal. b. Each pump shall be computer tested and a report of the test shall be provided to the Architect if requested. Test data shall consist of 6 duty points at various heads and capacities, one of which shall be the design point. Test data shall include actual efficiencies, horsepower requirements and amp draw at each point. This test data shall be made available to the Engineer and Owner upon request. 3 Electrical power cord shall have an outer jacket. which is resistant to oil and other materials normally found in sewage. Power cord shall be sealed. not only by use of a cord grip, but shall have individual conductors sealed into the cord cap assembly with epoxy sealing compound. This epoxy seal shall be repeated where the conductors enter the motor from the connection box, cap and connection box to each shall be sealed with an O -ring. Provide a double - sealed, watertight power cord entry through which liquid cannot enter the motor by following individual conductors inside the insulation. 4 Moisture sensor shall be installed as a means of detecting a combination of mechanical seal failure and entry of moisture nto the motor shell or the oil chamber. The system shall consist of a moisture sensing electrode probe installed in the mechanical seal chamber. sensor cable and (1) NEMA 4X test station with an electrode relay. seal failure indicating light, test button and contacts for a remote signal 5 Temperature sensor shall be provided and installed on the stator windings to trip the motor starter out, stopping the motor when the internal motor temperature exceeds the insulation rating. Complete with automatic reset. 6 Provide an Automatic Pump Station Control in a NEMA 4XFR enclosure. For each pump motor, there shall be a combination circuit breaker /overload unit providing overload protection. short circuit protection. reset and disconnect for all phases, across the line magnetic contactor: hand /off /automatic selector switch, pump run lights. 120 volt control circuit transformer. 4 float ISR circuitry, alternator. high water alarm horn with silence switch and red beacon light. 7 Control panel shall be supplied by pump supplier to assure system integrity. Terminal strip shall be provided for connecting control wires. Additional terminals shall be provided to connect alarm and heat sensors. The panel shall include transformer. where required. to reduce control voltage to 115 volts. NO SCALE 8 Sump level controls shall be sealed float type to control sump levels and alarm signals The mechanical switches shall be sealed in solid polyurethane float for corrosion and shock resistance. The support wire shall have heavy neoprene packet and a weight shall be attached to cord above the float to hold switch in place in sump. Weight shall be above the float to prevent sharp bends in the cord when the float operates under water. The float switches shall hang in the sump supported only by the cord that is held to the wiring channel Three float switches shall be used to control levels. One for pump start. one for pump stop and one for both pumps stop. Provide an additional switch for high water alarm. 9. On sump level rise the lower switch shall be energized first. then upper level switch shall energize and start lead pump. With lead pump operating. pump shall reduce level to low switch turn - off setting and pump shall stop. Alternating relay shall index on stopping of pump so that lag pump will start on next operation. When sump level continues to rise while lead pump is running. the override switch shall energize and start lag pump Both pumps shall operate together until low -level switch turns off both pumps. If level continues to rise with both pumps operating. the alarm switch shall energize and signal alarm. If one pump should fail. the second pump shall operate on the override control and if level rises above override control, alarm shall signal. All level switches shall be adjustable for level setting from the surface. Alternately. the alarm float shall be located between the lead and lag floats to give an early warning of lead pump malfunction 10. Provide gas tight H -20 load rated frame and covers complete with all required openings. Access ways. piping and control openings. Frame shall be installed by trade constructing concrete pits. Pits shall be as shown on drawing P -501. All sumps shall be properly vented 11. Manufacturer Vauqhan Pumps, Montesano. Washington 12. Pump Station Alarm Alarm shall be programmed and wired into hotel alarm and notification system per City of Renton requirements. 381605 1 CITY OF RENTON REV. COMMENT TXC 3116/15 SURYEYM. SC'''L VERT11CAL MVD 1 M THE HOTEL AT SOUTHPORT / / z REVISED INVERT ELEVATIONS TXC 4/03/15 AS NOTED H01�OWN N11D 19W/199' Ai ,.� CITY 0 O 1 30 2015 DESIGHM. T .. ■� _'f RENTON WASHINGTON Y % 11ii PUS P _ RENTON DATU M - 1110 112TH AVE NE SUITE 5'xi 600 University St., Suite 500 �•�"""` � �T� aaE ��, to 9ELLEV "UE. WA 3©OCN �� L LZZo,`� Seattle, WA 98101 O U T N 1� O R T "`5`e'�°u `a15 z�,�_ ` ` MWL F Planning /Building /Public Works Dept. PLUMBING DETAILS & SCHEDULES P501 (206) 342 -9900 S H c 0 1'a e ti F 1" o P M E n r. INC. sF OW WCH www.wspgroup.com /usa � N0. REVISION BY DATE APPR ��� �� XXX P,4uvannvG: corn' A-NNNNAA D Z Z T r ^x I Z i Z O D Z G1 2 C M III z w Z_ Z C I z m Z M > D Z Z T r ^x I Z i Z O D Z G1 2 C M III I O M z w � w v W Z cl, I O M U) U) 0 0. 2 O Q J W H 0 2 W 2 H 0 NUMBERED NOTES 1 36"X 60" ALUMINUM DOUBLE - LEAF HATCH, H -20 RATED AND GASKETED WITH RECESSED PADLOCK PROVISIONS AND SPRING ASSIST OPENING. LW PRODUCTS HD1 B. DOORS TO HAVE HINGE ON LONG SIDE WITH SAFETY CHAINS AND RETRACTABLE POLES, HARDWARE AND FASTENERS: 316 STAINLESS STEEL. OLIFT RING TO ADJUST TO FINISHED GRADE. OTOP COVER. OPRE -CAST RISER LIFT SECTION - 96" I.D.; ASTM C - 478. OSTEP HOLES WITH STEPS AT 12" ON CENTER FOR 112" DIA. 304 ST. STL. RUNGS. OLINK -SEAL WITH ST. STL. BOLTS TYPICAL OF ALL VAULT PENETRATIONS. 7O RUBBER GASKETED JOINTS IN ACCORDANCE WITH ASTEM C -443. OPRE -CAST BASE SECTION WITH BOTTOM - 96" I.D.; ASTM C - 478. OPUMP LIFT AND GUIDE RAIL SYSTEM. �p 4" DUCTILE IRON MJ PUMP DISCHARGE PIPE (2). 11 4" FLANGED CHECK VALVE WITH LEVER AND WEIGHT AND OPERATING HANDLE: M & H 159 - 02 EPDXY COATED INSIDE AND OUTSIDE. <9> 4" FLANGED PLUG VALVE WITH OPERATING HANDLE: M & H 1820 EPDXY COATED INSIDE AND OUTSIDE. <9> PRE -CAST VALVE VAULT: OLDCASTLE 660BL. 14 6" DUCTILE IRON MJ PUMP DISCHARGE - REFER TO CIVIL DRAWINGS FOR CONTINUATION. 15 PRE - CAST VAULT COVER: OLDCASTLE 64 - 332P. 16 30" X 42" ALUMINUM HATCH, H -20 RATED AND GASKETED WITH RECESSED PADLOCK PROVISIONS AND SPRING ASSIST OPENING. LW PRODUCTS HS3C. DOORS TO HAVE HINGE ON LONG SIDE WITH SAFETY CHAINS AND RETRACTABLE POLES, HARDWARE AND FASTENERS: 316 STAINLESS STEEL. 17 6" FLANGED TEE. 18 6" FLANGED RESILIANT SEAT GATE VALVE: M & H 4067 -02. 19 GATE VALVE OPERATOR ROD WITH OPERATOR NUT AT TOP - 3/4" DIA. 20 GATE VALVE OPERATOR ROD SUPPORT BRACKET. 21 QUICK DISCONNECT PUMP BASE & DISCHARGE ELBOW W/ D.I. MANUAL CONNECTION. 22 1 1/2" CHECK VALVE. 23 1 1/2" GATE VALVE. 24 1 1/2" G. I. SCH 40. ELEVAI IUN DUPLEX SEWAGE EJECTOR - SEP-1 SEP -2 & SP -1� SERVES GG -1 "moWSP 600 University St., Suite 500 Seattle, WA 98101 (206) 342 -9900 www.wspgroup.com /usa SOUTU 1111oRT SLCO LIEVELOPMLNT. PNC 11 K 112TH AVF NF 7 :�t,!TF W 3LLLLtiU_. WA 38704^ t 425 453 2WO f 42544E-1 27J2 Mu �ann,vG2.c m I NO. 4' -0" 18.00 4' -0" REVISED CONFIGURATIONS REVISION NO SCALE O NUMBERED NOTES 1 36" X 60" ALUMINUM DOUBLE - LEAF HATCH, H -20 RATED AND GASKETED WITH RECESSED PADLOCK PROVISIONS AND SPRING ASSIST OPENING. LW PRODUCTS HD1 B. DOORS TO HAVE HINGE ON LONG SIDE WITH SAFETY CHAINS AND RETRACTABLE POLES, HARDWARE AND FASTENERS: 316 STAINLESS STEEL. <T> LIFT RING TO ADJUST TO FINISHED GRADE. <3 > TOP COVER. 4 PRE -CAST RISER LIFT SECTION - 72" I.D.; ASTM C - 478. 5 STEP HOLES WITH STEPS AT 12" ON CENTER FOR 1/2" DIA. 304 ST. STL. RUNGS. 6 LINK - SEAL WITH ST. STL. BOLTS TYPICAL OF ALL VAULT PENETRATIONS. 7 RUBBER GASKETED JOINTS IN ACCORDANCE WITH ASTEM C - 443. 8 PRE - CAST BASE SECTION WITH BOTTOM - 72" I.D.; ASTM C - 478. g PUMP LIFT AND GUIDE RAIL SYSTEM. 10 4" DUCTILE IRON MJ PUMP DISCHARGE PIPE (2). GUIDE RAIL L I.E. 11 4" FLANGED CHECK VALVE WITH LEVER AND WEIGHT AND OPERATING HANDLE: M & H 159 - 02 EPDXY COATED INSIDE AND OUTSIDE. 12 4" FLANGED PLUG VALVE WITH OPERATING HANDLE: M & H 1820 EPDXY COATED INSIDE AND OUTSIDE. 13 PRE -CAST VALVE VAULT: OLDCASTLE 660BL. @14D4" UCTILE IRON MJ PUMP DISCHARGE - REFER TO CIVIL DRAWINGS FOR CONTINUATION. <8> PRE - CAST VAULT COVER: OLDCASTLE 64 - 332P. 16 30" X 42" ALUMINUM HATCH, H -20 RATED AND GASKETED WITH RECESSED PADLOCK PROVISIONS AND SPRING ASSIST OPENING. LW PRODUCTS HS3C. DOORS TO HAVE HINGE ON LONG SIDE WITH SAFETY CHAINS AND RETRACTABLE POLES, HARDWARE AND FASTENERS: 316 STAINLESS STEEL. 17 6" FLANGED TEE. 1 g 6" FLANGED RESILIANT SEAT GATE VALVE: M & H 4067 -02. 1 g GATE VALVE OPERATOR ROD WITH OPERATOR NUT AT TOP - 3/4" DIA. 20 GATE VALVE OPERATOR ROD SUPPORT BRACKET. 21 QUICK DISCONNECT PUMP BASE & DISCHARGE ELBOW W/ D.I. MANUAL CONNECTION. 22 1 1/2" CHECK VALVE. 23 1 1/2" GATE VALVE. 24 1 1/2" G.I. SCH 40. DUPLEX SEWAGE EJECTOR - SEP-3, SEP-4 & SP -Z} SERVES GG-2 TXC 1 3/16/15 1 1 %MVEYM. DESKNM. Txc ♦ ♦ - ' • ]t SCALE AS NOTED ONE NCH AT FULL SCALE IF NOT ONE INCH SCALE ACOORDWX Y VERnCAL: WO IX88 HOWOW&- NAD 1/1991 DATUM as ,} CITY OF RENTON ..'- 381606 THE HOTEL AT SOUTHPORT RENTON WASHINGTON Planning /Building /Public Works Dept. PLUMBING DETAILS & SCHEDULES NO SCALE 01/30/201.5 P502 z T T z z t� 0 n D Z G1 Z C 3 m m x w w ' < Z WZ'7 I T O � T rF < . z G � r z _ � z C ca Z m I> ..'- 381606 THE HOTEL AT SOUTHPORT RENTON WASHINGTON Planning /Building /Public Works Dept. PLUMBING DETAILS & SCHEDULES NO SCALE 01/30/201.5 P502 z T T z z t� 0 n D Z G1 Z C 3 m m x w w ' < Z WZ'7 I T O � T rF <