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HomeMy WebLinkAboutzS-3397Setm PORTION OF THE N.E. 1/4, OF SEC. 15, TWN 23 N., RGE 5 E., W.M. CITY OF RENTON, WASHINGTON I \ I I Ex. SSMH Z • _ I RI = 427.48 \ "' ' " •' •' INV= 418.38 (8 "PVC -SW) I 0 5 10 20 \ EX CB (6vPVC85E) Z \ ftIM= 427.04 I �J 1� <� \ INV = 42404 (12 °ADS -N) NV= 418.28 J \ NV =4zaD4 (12°ADS -a I I SCALE 1° = 20' ry � � I (B-N) I EX. C8 O Q' - - _ _ - _ I RIM = 427.39 - INV= 423.59 D (18 "CONC -N) .._ -.... -. .. .. .. .. INV = 423.59 I O U) " " "" ':1:. "' I NV= 423.47 (12 °ADS -N) CONC- ) • • •, •, ., •, ., ( ` MV= 423.47 (12 ADS -v W W hA E I 4' CYCLONE FENCE Q a I 4 �p� AST + HOUSE -RA - :�_. SD EX SSMH ,,.CONCRETE- RI `�d I - Y M= 429.32 INV= 418.72 (8 PVC -S) mL �-! 1 INV =41x62 (8 _ -NE) k b IE =4200 /'-` -�-Z L� 10' DRAINAGE EA ENT - �-1-� / IX Ce - - - - _ - - - 1 PROPOSED 5• I I L CONCRETE REC. NO. 200608 000555 1 O RIM =429.56 1 INV= 42226 (18 "GONG -S) SIDEWALK �) INV= 42226 (18 "CONG -e -r -\ W g�Z �"= p1 PROPOSED CURB /GUTTER BE D Te/ \ cr d w EXISTING CURB /GUTTER I� C z s PROP WATER MIN 9+v j METER LOAnON ( #•) LOT 3 EL= 42 ..., ....... W F 28 wA 1� w I EXISTING 5' 5 j� ® > u CONCRETE SIDEWALK �j g� +" dj OR EOUES 5 ddd l \ i VARIAN E R TED F BS L p mks I } 1 10.75• a MIN FF 0 �_ HOUSE EL' 426 li z I n � ..�� i - -- -- - - --,� �` �-� F. F. jp xo pW� ELEV= 434.97 ° i GA ` BE RAGE D °J / EX. SDMH o L '�} �- 20• LOT 2 RIM= 434.61 WALL it 110' DRAINAGE EASEMENT 9� I ;N 423-21 (12"ADS -W) ( EMOVE) HOUSE TO a i REC. NQ 20060829000555 INV =42291 (12"ADS -N) N r" REMAIN ¢ INV =42291 (iZ"ADS -E) ,h LOT 1 20' JOINT DRIVEWAY �3 -.� / r- EASEMENT REC. NO. 20060630002393 EX CB SSS / PROPOSED 5• RIM = 434.60 7 RELOCA PR WA PR.O.W.� py gyA� INV =426.45 (12-E) }-•" WAn7t M LOC ON© I i EX CB Y$ IMV= 428.45 (12 "ADS -W) '°- METER APHALT R ITT =423.64 y€ I 7• APPROX LOC ON INV= 419.89 (18°GONG -W) II o d �` - - - - - - L - I OF RO _ INV= 419.89 (18 "ADS -E) •�„ - I INV= 419.89 (18 "GONG -S) a 0 Z 0 � s i n a s 0 a P EX SSMH RIM 434.79 INV 419.59 ("'PVC -W) INV 419.49 (8 °PVC -E) INV= 419.39 (8°PVC -N) NOTES 1. THERE ARE NO SIGNIFICANT TREES ON SITE. 2. BECAUSE THE INCREASE OF 100-YEAR RUNOFF WILL BE LESS THAN 0.5CFS, AND BECAUSE THERE WILL BE LESS THAN 5,000 SQUARE FEET OF NEW PAVING CONSTRUCTED WITH THIS PROJECT, STORMWATER DETENTION AND WATER QUALITY CONTROLS ARE NOT REQUIRED. EX SSMH EX. CB 'rEXIST RIM =427 37 RIM = 434.49 INV= 422.12 (12 °ADS W INV= 419.84 ((8-S) INV =42212 (12",,05 -E EXISTING INV= 419.79 (8 "PVC -E) ADJUST IM GRADEEE H YD EX. CB INV= 419.69 (8 °PVC -W) TO NEW CURB ELEVATION RIM= 425.75 I CURB /GU INV= 418.95 (18 °ADS -E) EXISTING FIRE HYDRANT INV= 418.95 (18"ADS -S) • 1 ' n / 1w EX. SSMH RIM= 424.98 INV =4 - (83PVC -W) - - - - - - - EX. CB RI423 47 O SEE SIDE SEWER DETAILS - SHEET 9 © SEE WATER DETAIL - SHEET 9 CITY OF RENTON CONTROL CITY OF RENTON CONTROL MON. $716 CITY OF RENTON CONTROL MON. #1838 FD 1 4" IRON ROD ON A C NC. POST MON IN CASE It THE INT. HE 24TH ST & UNION AVE NE N 190.002.3825 E 1,311,439.1127 EL= 456.6329 BASIS OF BEARING MONUMENTED CENTERLINE OF UNION AVENUE NE A BEARING OF N01'26'10 "E BENCHMARK: TOP 1" BRASS DISK SET IN CONCRETE MONUMENT IN CASE AT INTERSECTION OF EASTERLY PORTION OF NE 19TH STREET AND UNION AVENUE NE ELEVATION = 437.27 DATUM CITY OF RENTON NAVD 88 TER INV=M -42D.77 (12-GONC -�) gUPE INV= 419.97 (18 °ADS -W INV= 419.97 (18 °ADS -N� OF R .. ...... .. .. .. .... I�3139 1 S ;39ft►01 I Call O?7AL - 11 RECOMMENDED before you FOR APPROVAL ®j9• �( d7 1 -500- 424 -5555 UNDERGROUND SERVICE (USA) AVOID CUTTING UNDERGROUND UnLITY LINES. IT'S COSTLY NOTE: CHECKED FOR COMPLIANCE EXISTING UTILITY LOCATIONS IT SHALL BE THE CONTRACTOR'S SHOWN HEREON ARE APPROXIMATE ONLY. RESPONSIBILITY TO DETERMINE THE TO CITY STANDARDS EXACT VERTICAL AND HORIZONTAL LOCATION OF ALL EXISTING UNDER- GROUND UTILITIES PRIOR TO COMMENCING CONSTRUCTION. NO DATE REPRESENTATION IS MADE HEREON. THE ENGINEER THAT ALL EXISTING UTILITIES ARE SHOWN ASSUMES NO RESPONSIBILITY FOR UTILITIES DATE DATE NOT SHOWN OR UTILITIES CALL BEFORE YOU NOT SHOWN IN THEIR PROPER LOCATION. DIG: 1 -800- 424 -5555. C�:w- 33RTO) I O Z Cn O (n Of LLB Q NI 11 W Q LLJ LLJ (n LLJ Lit F- Q O z = a? o °$$ W >�8 ® aia a 5 O x� U O OF m z O U) � a 0 i s i s e WATER NOTES AND SPECIFICATIONS 2003 PORTION ®F THE // 1 V. E. 1/4, V F SEC. 1 5, 1 Y Y 1 V//�''ggq23 N., R G E 5 E., d r. � v a. 1. THESE NOTES SHALL APPEAR FOR PROJECTS FOR THE WATER JnUTY_ CITY OF RENTON, WASHINGTON SANITARY SEWER NOTES AND SPECIFICATIONS 2 ALL WORK MATERIAL SHALL BE IN CONFORMANCE WITH MY STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON y PLANNING /BUILDING/PUBUC WORKS DEPARTMENT AND THE 1996 EDITION OF THE W'SDOT /APWA STANDARDS AND SPECIFICATIONS, AS APPROVED AND MODIFIED BY THE CITY O RENTON IN THE RENTON STANDARD PLANS & SPECIFICATIONS. A SET OF APPROVED PLANS SHALL BE KEPT ON STE AT ALL TIMES DURING CONSTRUCTION. 3, THE HOURS OF WORK IN THE STREET RIGHT OF WAY SHALL BE UNITED TO 8.30 AM TO 3-30 PM ON WEEKDAYS UNLESS OTHERWISE APPROVED IN WRITING BY THE RUBUC WORKS DEPARTMENT A.T (425) 430 -7301. THE POLICE DEPARTMENT, FIRE DEPARTMENT, AND 911 SHALL BE NOTIFIED 24 HOURS M ADVANCE OF ANY WORK IN THE RIGHT OF WAY. 4. ALL LOCATIONS OF EXISTING UPUTIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE FOR UTILITY LOCATES GALL 48 -HOUR LOCATORS 800- 424 -5555. 5. AN APPROVED TRAFFIC CONTROL PLAN IS REQUIRED TO BE SUBMITTED AT THE PRE - CONSTRUCTION MEETING. ri 6. ALL WATERMAIN PIPE IS TO BE CEMENT LINED DUCTILE IRON PIPE OONFORMNG TO AWWA 0110 AND 0111 OR LATEST REVISION, THICKNESS CLASS 52. CEMENT MORTAR HIRING AND SEAL COATING SHALL CONFORM TO AWWA 0104 OR LATEST REVISION. PIPE JOINTS TO BE PUSH -ON OR MECHANICAL JOINT. BEDDING TO BE Q45S C ALL DUCTILE NON PPE AND FITTINGS SHALL RE POLYETHYLENE WRAPPED PER ANSI/AWWA C1OS/A215-93 STANDARDS. NEW DUCTILE IRON 12a 22' CONCRETE METER UNIMPROVED RIGHT OF WAY BOX WITH 3/16' STEEL DIAMOND PLATE J INSTALL METER BOX AT COVER EOU AL TO FOG PTE METER A PROPERTY UNE. I: SEAL CO. B -10 METER BOX 7 5 6' MIN E SIDEWALK FINISH GRADE 9 MAX :"-- `'''•'�"� 21 MIN TOUCHREAD COVER WATER METER TO BE 12' IN SUPPLED BY THE CITY 36' MM TYPE 'K' SOFT COPPER UBING /2' FORD COPPERSETTER T CAST IRON AND DUCTILE IRON FITTINGS STALL BE CEMENT UNED, PRESSURE RATED AS NOTED ON PLANS, AND IN � LOOP DOWN TO CENTERUNE VH 72- 15W- 44-33G (FOR 1 M x 3/4' METER) VH 72- 15W- 44-44G (FOR 1 METER) 3/4- OR 1D ACCORDANCE WITH ANSI /AWWA C110/A21 10-13T CEMENT LINMG SHALL BE N ACCORDANCE WITH ANSI/AWWA 0704/421 /4 -90. WgTERMAIN OF WATER MAIN i0 PROVIDE BOTH INLET AND OUTLET WITH PACK JOINT WITH GRIPPER / SUCK IN COPPER SERVICE GALVANIZED IF FITTINGS ARE 3 TO 12 INCHES IN DIAMETER AND HAVE MECHANICAL JOINTS, ME FITTINGS SHALL IN ACCORDANCE WITH PADLOCK WINGS ON KEY VALVE SINGLE CHECK VALVE UNE TO METER. PLUG TITHER ANSI /AWWA C110- A21.10 -87 OR ANSI /AWWA C753/A21.53 -99. THREE (3) NCH iD 12 INCH DIAMETER FITTINGS. WHICH ON WHET. HAVE MECHANICAL JOINTS AND /OR FLANGED JOINTS, SHALL BE N ACCORDANCE WIN ANSI/AWWA 0110 /A21 70.87 OR A L PORATION STOP. FORD TAPERED ALL PACK -JOINT FITTINGS SHALL BE WITH GRIPPER. COMBINATION O ANSI/AWWA C110/A21.10.87 AND ANS /AWWA C153/A21 53-94 SUCH THAT THE PORTION OF THE FILLING WWTH THREAD (OE). PACK JOINT �3/4' FLOOD) A MECHANICAL JONT(S) MAY BE WITH ANSI/AWWA C153/A2153-94 AND THAT PORTION OF THE FILING WITH FLANGED (i F1000) ! IF SERVICE LINE TO HOUSE IS TO BE INSTALLED IN THE FUTURE INSTALL JONT(S) SHALL BE IN ACCORDANCE WITH AWWA C110%AZ1. 70-87_ ACCEPTANCE TESTING IN ACCORDANCE WITH SECTION 53.53 FORD C14-33 OR 44 OF ANSI /AWWA SECTION 10 -45 OF ANS /AWWA C110/A21.10 -87 SHALL BE OBTAINED BY THE CONTRACTOR AND TRANSMITTED 22 -1/2' FIAT x COMPRESSION COUPLING ADRILL F�3'4 QA XLE TO THE OWNER. TOUCHREAD DE,Kx NOTE: R. GATE VALES SHALL BE IRON BODY, BRONZED- MOUNTED, DOUBLE DISC WITH BRONZE WEDGING DEVICE AND O-RING STUFFING FOR SERVICE FROM EXISTING STEEL THE CENTER OF THE HOLE MUST 2 1/2' MIN. FROM BOX (AWWA 0500) OR O RESIDENT SEATED TYPE (AWWA C509). VALVES SHALL BE DESIGNED FOR A MINIMUM WATER EXISTING CAST IRON ASBESTOS CEMENT OR PVC WATER MAINS BE AT LEAST I' FROM NEAREST AND OR DUCTILE IRON INSTALL DOUBLE STRAP SERVICE CLAMP OPERATING PRESSURE O 200 PSI . GALE WAIVES SHALL BE QOW UST 14, MJEIEFR COMPANY NO A2360 OR M & H_ WATERMAIN UNDERNEATH RIBS uNLE55 THE FRONT EDGE OF EQUAL TO MUELLER CO. RIB SPACING ALLOWS THE NUT TO 9. FIRE HYDRANTS SHALL BE COREY TYPE (OPENING WITH THE PRESSURE) OR COMPRESSION TYPE (OPENING AGAR6T TIGHTEN AGAINST THE OPEN SDE IT LID RI PRESSURE) CONFORMING TO AWWA C- 502 -85 WITH A 6 INCH MECHANICAL JOINT INLET AND A MAN VALVE OPENING (k V.O.) OF MORE THAN ONE B. 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 3/4" & I" WATER SERVICES J O MAIF THREAD 4.675 ANO ROOT DIAMETER 4.6263. HYDRANTS SHALL HAVE A 1-111 INCH PENTAGON OPERATING NUT OPENED BY TURNING COUNTER CLOCKWISE (LEFT). 10. THE TWO 2 -1/2 INCH HOSE NOZZLES SHALL BE FITTED WITH CAST IRON THREADED CAPS WITH OPERATING NUT OF THE SAME DESIGN AND PROPORTIONS AS THE HYDRANT STEM NUT_ CAPS SHALL BE FITTED WTiH 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 SRTRL STORZ ADAPTER SHALL BE FORGED AND /OR EXTRUDED 6061 -T6 ALUMINUM ALLOY, HARDOOAT ANODIZED. THREADED END PORTION SHALL HAVE NO LUGS AND TWO SET SCREWS 180 DEGREES APART STORZ FACE TO BE METAL NO GASKET TO WEATHER. STORZ CAP TO HAVE SYNTHETIC MOLDED RU88ER GASKET, AND SHALL BE ATTACHED TO HYDRANT ADAPTER WITH 1/8 INCH, COATED, STAINLESS STEEL AHRCRAFT CABLE- 12 . FIRE HYDRANTS SHALL BE PAINTED WITH TWO COATS OF PANT. PRESERVATIVE PANT NUMBER 43-655 SAFETY YELLOW OR 6" BUILDING SEWER PIP[ APPROVED EQUAL I IF 13. PUMPER CONNECTION TO FACE ROADWAY ASSEMBLY. 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 12 INCHES AND LARGER SHALL BE AT A MINIMUM OF 48 INCHES BELOW FINISH GRADE WHERE UTILITY CONFLICTS OCCUR 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. ET. 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 WALL PERFORM THE CLEANING OPERATION. 18. OVER ALL WATERMAINS AND SERVICES SHALL BE PRESSURE TESTED TO A MINIMUM OF 200 PSI OR 150 PSI OPERATING PRESSURE, IN ACCORDANCE VATH THE SPECIFICATIONS OF THE CITY OF RENTON AND THE WASHINGTON STATE HEALTH DEPARTMENT. ALL PRESSURE TESTING SHALL BE DONE IN THE PRESENCE OF A RIPRESEJNTADVE 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 WRING THE 2 HOUR TEST PERIOD. 19, ALL WATERMAINS AND SERVICES SHALL BE DISINFECTED BY THE INJECTION OF A 50 PPM (MINIMUM CONCENTRATION) CHLORINE /WATER SOLUTION. DRY CALCIUM HYPDCHLOR TE SHALL NOT BE PLACED IN THE PIPE AS WD. CHLORINE SHALL BE METERED/INJECTED IN ACCORDANCE WITH SECTION 7- 11.3(12)E OR 7- 11.3(12)F OF THE STANDARD SPECIFICATIONS REFERENCED ABOVE. 20. A PRE - CONSTRUCTION CONFERENCE IS REQUIRED PRIOR TO ANY CONSTRUCTION. A MINIMUM OF FIVE (5) WORKING DAYS NOTICE IS REQUIRED FOR SCHEDULING. 21. TWENTY -FOUR (24) HOURS NOTICE WILL BE REWIRED PRIOR TO STARTING NEW CONSTRUCTION. 22. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR TO STARTING 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 RENTON. 24. 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 PUBIC WORKS DEPARTMENT. ALL NECESSARY EXCAVATION AND MATERIALS ARE TO BE SUPPLIED BY THE CONTRACTOR AND BE ON -SITE PRIOR TO CITY NOTIFICATIONS. 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 BACKFlWNG ALL CONSTRUCTION. THE CONTRACTOR, AS WELL AS THE ENGINEERS, SHALL KEEP AS -BOLT DRAWINGS. 26. CONTRACTOR TO PROVIDE PLUGS AND TEMPORARY WOW -OFF ASSEMBLIES FOR TESTING AND PURITY ACCEPTANCE PRIOR TO FINAL TIE -IN. 27. ALL JOINT RESTRAINT SYSTEMS (SHACKLE RODS, NUTS, BOLTS, ETC.) SHALL BE AS MANUFACTURED BY THE STAR MANUFACTURING COMPANY OF COLUMBUS OHIO, OR EQUAL. APPROVED N VOTING BY THE PUBLIC WORKS DEPARTMENT. 28. ASPHALT AND CONCRETE STREET PAVING SHALL BE SAWQUT TO A MINIMUM DEPTH OF TWO (2) INCHES. OIL MAT STREETS MAY BE SPADE CUT. ALL SURFACE CONCRETE, PAVEMENT, SIDEWALKS, CURB, GUTTERS, AND DRIVEWAY APPROACHES SHALL BE SAWCUT PATCH TO BE PLACED, TO CITY OF RENT(--. POKY, WITHIN 10 DAYS. CALL FOR SUBGRADE INSPECTION PRI FINAL PATCH. " 30. FOR CITY PROJECTS SUCH AS TELEMETRY CONDUIT, THE PVC PIPE USED SHALL BE ALL CHEMICAL PROC SCHEDULE 80 PVC PIPE SCHEDULE 40 IN UNIMPROVED AREAS AND SCHEDULE 80 PVC PIPE UNDER IMPROV 2"X 4'" STUD SERVICE MARKER PAINT UPPER PORTION WHITE ANS STENCIL ON SIDE WORDING "SEWER" WITH 3" HIGH BLACK LETTERS. AND 16 WIRE WRAPPED AROUND THE STUD AND EXTENDED TO THE TOP OF THE STUD. 6" SIDE SEWER AND BUILDING SEWER N.T.S. UNLESS OTHERWISE APPROVED BY THE CITY, MAKE TAP THROUGH CAST IRON SADDLE SECURED TO SEWER MAIN WITH STAINLESS STEEL BANDS WHEN CONNECTING NEW SIDE SEWERS TO EXISTING MAIN. VITRIFIED CLAY, PLAIN AND REINFORCED CONCRETE, IT PIPE AND C1 PIPE SEWER MAINS ARE TO BE CORE DRILLED NOTE UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE A MINIMUM 2.5' COVER AT PROPERTY LINE OR 3 -5' LOWER THAN THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER. *3/4" SQUARES SPACED - 3/4" INDICATED - HT. 1/8" 1/2' RAISE -1 /2" WIDE BORDER 10" 9.. 1_1/4•• 1/2" 2" F5/8" 14"I�/ 't-71 % 7-3/4" 8' 15" CAST IRON RING AND COVER NOTE: IN UNIMPROVED AREAS POUR 1' -0e THICK 2' -0- SQUARE CONCRETE, CLASS 3000, PAD AROUND RING AND COVER. IN ASPHALT ROADWAYS RESTORE AROUND CLEANOUT RING AND COVER AS REQUIRED BY STANDARD DETAIL DRAWING BR36 12"0 FIBER PACKIP 45' (1/8) PIPE MATERIAL AS SPECIFIED BY THE ENGINEER 1. ALL WORK MATERIALS SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATION OF THE CITY OF RENTON HALEY DEPARTMENT AND THE LATEST EDITION OF THE WSDOT /APWA STANDARDS AND SPECIFICATIONS. 2. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH "STANDARD SPEaETCATIONS FOR MUNICIPAL PUBLIC WORKS CONSTRUCTION' PREPARED BY WASHINGTON STATE CHAPTER AMERICAN PUBLIC WORKS ASSOCIATION, LATEST EDITION (APWA) AND CITY OF RENTON STANDARD SPECIFICATIONS. 3. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTOR'S RESPONSIBUTY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE. 4. CONTRACTOR 15 SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION SITE- 5. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY OTHER RELATED PERMITS PRIOR TO ANY CONSTRUCTION. 6. PLANS APPROVED BY THE CITY OF RENTON. PUBLIC WORKS DEPARTMENT SHALL TAKE PRECEDENCE OVER ALL OTHER PLANS. 7. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 8. THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH AN AS -BUILT DRAWING OF THE SANITARY SEWER SYSTEM. WHICH HAS BEEN STAMPED AND SIGNED BY A LICENSED PROFESSIONAL ENGINEER OR UGENSED PROFESSIONAL SURVEYOR. 60" ALLOWABLE MAX. F FOR CAST IRON PIPE OR DUCTILE IRON PIPE. 1:3:5 MIX ph CONCRETE + BLOCKING �PMAp 2`' G PING- g GIN ZE � 1 6" SIDE OUTLET TEE GPI GR� 2% MIN SLOPE SEWER MAIN 6" MIN. rJ HORIZONTAL CONCRETE BLOCNG ANGLE OF TEE AT MAIN OVER M SEWER MAIN ELEVATION STANDARD SIDE SEWER INSTALLATION N.T.S. PLUG TO BE SEALED IN SAME MANNER AS MAIN SEWER JOINTS. 10/1]/96 Add. notes CV AG DATE REVISION BY RI Q ROLL 2 0.8 m m Im m CONCRETE CLASS 3000 3/4" 6 INCH OR 8 INCH CL &AN -OUT CY p ADOPTED V�T CITY OF RENTON .. STANDARD PLANS Pe N j 4 MT DATE: 12/96 DWG. NAME: BW188 SP PAGE:8076 9. BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS WITH A LOOSE AVERAGE DEPTH OF 6 INCHES, MAXIMUM DEPTH OF 8 INCHES, THOROUGHLY TAMPING EACH LAYER TO 95 PERCENT OF MAXIMUM DENSITY. THESE COMPACTED LAYERS MUST EXTEND FOR ONE PIPE DIAMETER ON EACH SIDE OF THE PIPE OR TO THE SIDE OF THE TRENCH. MATERIALS TO COMPLETE THE FILL OVER PIPE SHALL BE THE SAME AS DESCRIBED. 10. OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED ROADWAY SHALL BE BACKFILLED WITH CRUSHED ROCK AND MECHANICALLY COMPACTED. CUTS INTO THE EXISTING ASPHALT SHALL BE NEATHNE CUT WITH SAW IN A CONTINUOUS LINE. A TEMPORARY MIX PATCH MUST BE PLACED IMMEDIATELY AFTER BACKFILL AND COMPACTION. A PERMANENT HOT MIX PATCH SHALL BE PLACED WITHIN 10 DAYS AND SHALL BE PER CITY OF RENTON CURRENT STANDARDS. 11. DATUM SHALL BE CITY OF RENTON, 1988 NAVD. 12. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED TO THE SATISFACTION OF THE DEPARTMENT FOR THE PREVENTION OF ON -SITE EROSION AFTER THE COMPLETION OF CONSTRUCTION. 13. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH SECTION 7 OF THE CURRENT STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL, AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL, TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE, UNYIELDING BASE. PIPE BEDDING SHALL BE PEA GRAVEL 6 INCHES ABOVE AND BELOW THE PIPE. 14. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER GASKETED ASTM D 3034, STIR 35, OR DUCTILE IRON CLASS 50. 15. IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6 INCHES AND MAXIMUM 12 INCHES ABOVE FINISHED GRADE. IN PAVED AREA, COVtR MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING. IMIN MIN MIN MIN MINI N.T.S. 2" CLASS W 6.5' MIN. f.11 1 _ 2.5' 11N MIN MIN MIN M�LN FACE OF CURB OR EDGE OF PAVEMENT 2" CLASS 'B 'ACP CLASS 'E' OR 'B' '2' TO 6" CLASS 'E' OR CLASS B. L6.5' MIN. 6" CRUSHED SURFACING TOP COURSE CENTER TINE OR LANE LINE CRUSHED ROCK, FLOWABLE FILL OR AS REQUIRED BY ENGINEER 2" DEPTH OF GRIND OR SAWCUT AND REMOVE TYPICAL PATCH FOR FLEXIBLE PAVEMENT WHEN PERPENDICULAR TO • SEE DWG# HR -05 FOR MINIMUM STANDARDS ROADWAY CENTERLINE a FIR Oy w O lit 'Co18TWA"'e: TONAL Y,� 6>ODt® Call RECOMMENDED before you FOR APPROVAL D19. BP ,Sit X33 o1 1- 800 - 424 -5555 AVOID CUTTING UNDERGROUND UTILITY LINES. IT'S COSTLY NOTE: 1 CHECKED FOR COMPLIANCE EXISTING LAUTY LOCATIONS SHOWN HEREON ARE APPROXIMATE ONLY. IT SHALL BE THE CONTRACTOR'S RESPONSIBIUTY TO DETERMINE THE TO Cf1Y STANDARDS DATE DATE DATE EXACT VERTICAL AND HORIZONTAL LOCATION OF ALL EXISTING UNDER- GROUND UTILITIES PRIOR TO COMMENCING CONSTRUCTION. NO REPRESENTATION IS MADE THAT ALL EXISTING UTIUTIES ARE SHOWN HEREON. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITIES NOT SHOWN OR UTILITIES NOT SHOWN IN THEIR PROPER LOCATION. CALL BEFORE YOU DIG: 1- 800 - 424 -5555. CD,w 5317oi- h 54 �D2 1 jIE� Q i awn a. � O � ..°' N., O .. z I 00 0 CITY OF RENTON WASHINGTON Llj 1� EX. SSMH RIM° 427.48 < ♦ \� / - Y i ; INV =418.38 \ \ (8 "PVC -SW) r \ EX. CB \ I 0 5 10 20 -� I I V= 418.3; RIM= 427.04 6 PVC -SE \ !� INV= 424.04 (12"ADS -N) a INV= 424.04 (12 "ADS -� INV= 418.28 p_ ( I (8"PVC -N) I SCALE 1 20 a Z � r a I 1O SEE SIDE SEWER DETAILS SHEET 9 ` I� EX: CB I O - - 3 RIM= 427.39 LIJ r , - 2 SEE WATER DETAIL - SHEET 9 I INV- 423.59 J J I p (18 "CONC -N) O (� W INV =423.59 I EX. CB / g (18"CONC -E) O _ , RIM= 429.22 -i i i it / VI) / +. i i i rr, 1 1 I �\ INV= 423.47 - (12 ADS -N) - INV °423.47 (12 °ADS - ! s`5 r,, CITY OF RENTON CONTROL ,.: tayt }S•st�: #i;sfa�g4 °F FCr.��`i5i't,:;.... ��/ ry I :y�y CITY OF RENTON CONTROL MON. #716 ►a "I i ,. \ 5 "v ai i.":b .F! , S::y ff`ij`t r}. :.A t.:. /!'.r <..: , j �) \ 2,, FR . £ s a :rr f{ ,.I. °U 4 CYCLONE s E, r �e 3 . r tt, #�a a r . 9Fa,,tr $.'�7 rvt:. CLONE FENCE �\ / E FD BRASS DISK IN CASE - u�E''- .,.z.,., s:t,rrrc4t t `£,i'4 tirx XteS 5aa T. I. - �% , r nY :,x,r- f:•. ,6 -� THE INT. NE 19TH ST J �v; $CXk�' e. la.. }: {: to ,;4..'t t`J+..; `° '�~ A tC`t nlr, s?f,zf , VA T r .v r, r. r i r - r ., r, r, ., • e ..r, I to . ;,,, i.. t .. ,x, S + , N' -i.l7S \ \ t ? J r , lr , :,.:° NA • Y t, a. &UNION AVE NE \ I i I 1 It /t / Y, / _ i /1 l \A 1 1 Sf,✓s ?N Y i ♦ . .,- ..., ., ., t r. r -, -wc LE"r,; 2'`�'k:. ��' "a, i 5, p ak, t �'�t.<,(ir?'•x t} �a 4 A� _ d a „g San :c >t7, f ; tf �fi.:. r a ,� r' ws, r i xis, h4 tr , x�r'L"~ � r r�� .� +,.a ,r� ,� ��, � � H� �, ��t .>�. { .a.,r �r { ,, � r �?� N 188,279.2429 1 1 .:'1,.,. �, eyy .::.c. i r..t `�f. �} . F f.4,'C y r'NR f r ;: ug. ✓?. i ;r / [. s:k, .,,.4tt S# x....x s `Y •r- .,. ,�.t`'i .t3 rd ,,, , v t �,, r� a 3,ja H �U SE f 1,311,392.0458 : \i ' / � � pss. ,Y.} : r 1 Is ,rr a1.;' s',ls +�z rtC3n +, ,§ t> ��r' suv <dY�rr"Jn I taJ T 4. ; sU. r� :>rr. 3, rx �' i s :....... i.. , °s N ',t r, I x... X„ of ,5, $ :: r;, £F �•� '_ z1j r "v - U % � / ar�A i Fr tS 4 r��' - �' 1 t '� ?r, � ' p EL- 437.269. 18" SD +{ z tr RA -CONCRETE- EX. SSMHsx-� }' s� -- / i, ♦ �' . / RIM= 429.32 a .� CITY OF RENTON .CONTROL MON. #1838 „ " a n _ /,\ I INV= 418.72 (8 PVC -S){, + ^a S zz \ \ r \ c = " - y . f,�a : . , ,)+ 1 + FD 1 4 IRON ROD ON INV 418.62 (8 PVC NE) u t,n c ' . s #i 1 OO A CONC. POST MON IN CASE 0 THE INT. NE 24TH ST I 5, 10' DRAINAGE EASEMENT EX. CB ® - PROPOSED'�-- CONCRETE REC. NO. 200608 9000555 RIM= 429.56 " N 190,002.3825 1 E 41 0 INV= 422.26 18 CONC -S) SIDEWALK INV= 422.26 �18 "GONG -w! E 1,311,439.1127 EL= 456.6329 uj PROPOSED CURB /GUTTER rn i` SHED T J w V H CURB/GUTTER j f� MIN BE REM J EXISTING CURB/ R a m ,,, PROP WATER J BASIS OF BEARING = W I $,5 r, , ., ., r, r- r, SSf k�i' t F< J a2'• T t r, r, r. q ': METER LOCATION'¢ °) J `� p ; �f ,;,k } � ( � 'j' EL= 4Z % '� �_ t I , � < t t -, _ •� I t Y, It MONUMENTED CENTERLINE OF UNION AVENUE NE A w I EXISTING 5 rtty SIG J BEARING OF N01 °26'10 "E y m CONCRETE SIDEWALK u kf3 m ! J VARIAN E REQUESTED 0, , o f dL f FOR BS L 5, I , r �, r . T -F �- r, BENCHMARK: r� 1 11 \1F -1 f\ I i F °i 1 Yr v J ( � -8 {�r', �<a.%, � ry�S3 .Y( Y f ♦. £ V i L_ /-� 1 , L_ L/ )) i r, -- , .� � „ „ d } x�txa,���°:�r'" r , ��SL�� . _ � TOP 1 BRASS DISK SET IN CONCRETE MONUMENT IN �! I i i It )t / ;i !t -- � 1 ,��(47{/lt '.L ■tom , L_ fvv , , tS F CASE AT INTERSECTION OF EASTERLY PORTION OF NE iii � Y•,i �:�f��13 i� Ff %'iF 3�. _ _..�.. - ' 19TH STREET AND UNION AVENUE NE < . 10.75' i i�7TT ea .e . MIN FF I ELEVATION = 437.27 a� ul a s nr 4 r HOUSE d d, a _� J. I,a £r4fYS�4: r x1s , - `!. - et•trftt, a�Y'n` °".�. e - a d Q' � _ J DATUM - N � F.F. J t� - z CITY OF RENTON F r, r, r> r. w 1111, y w a a O Iltlt; .,; _I1 t ;� /r7G ELEV- 434.97 r uj w L ., ., l \¢ PYa GARAGE v O dM3 )y 41k p G Q f, w ron, E J o - F r L _ . ts� �^hs .^ 1 � rrf � s2�"i' �/ ,h a " J NAVD 88 , i "�5 fiF} _ a BE REMO D 07 J f �+ I J f fi r NNE a 2Q T EX. SDMH \ \� /) 6 X I>I�L.� Q J RIM= 434.61 10 DRAINAGE EASEMENT INV= 423.21 (12 "ADS -W) sl1xKX�xirY 1 a (REMOVE) HOUSE TO d 0L REC. NO. 20060829000555 II�.ix s3 s REMAIN J INV° 422.91 (12 "ADS -N) � x ��t � '����,�a��'hY -- Q e T INV= 422.91 (12 "ADS -E) -� �� � "��, �t �4��Yf _ LOT 1 °- . .a ad i�S;a {,its srxF t 1 d J 20' JOINT DRIVEWAY r F r-- EASEMENT REC: NO. N o J e 20000630002393 _ e " ^• I a r J J da `la� { a+ rr+ SSS -EX. CBilr 73 1l3�as fro ` a . d IE =421 PROPOSED J PROPOSED 5' RIM 434.60 r, a Y , �, RELOCA PR WATE R.O.W. CONCRETE d niiY fir °t >i �r Snt4: a ° d SID ALK j NV= 428.45 (12�ADS- E) SarYr ''44 �,� WATER : d •e / EX. CB METE LOC ON B ` r,. z _ (12 "ADS-W) a# r � r s , , ( ) � �(rr ri x5 r o Z � z o r„ r $t�'v V' �;�' ��; - ... METER � I ') APHALT RA RIM = 423.64 a ' ° INV= 419.89 (18-W) N W O 8 d sE `:s £f fr , ;,�rf 4 - 7' APPROX. LOC ON " QA z '� S a - a nr t, ,:at , ? „.t,f h q INV= 419.89 18 ADS -E II O z w x a P f- �! 5 ' A. ft,F4F OF EX. CB = a INV- 419.89 (18 "CONC -S �.�:» d ;a ''aJJv ga.`�ta�, M ski ,#a s:r.., at r,- f ,:. fl•. *pro b, r.,. a ) a .�® --• �® -• -- ®.�."5. # � .,� z��' ; 'r,� tf , _ L •�-� • . v. ;r � , � r , . t EX S Si,, � 1 e � < �vy� ,,. , rr ?tf1: ^..rra�n. i lz•.r. s,.._.._r >q�, .�.. ....n .fir <,_ ,,.r.,, � _- , .f i k,� {f ,. t:.. y.4 f .: � L .:1•xv. "h tt ,,.J%4r, e... { .r..• .,$S, c. , ,.:1 :! :. .F �- Fr -- - -• x 1 _• -�- ... s tC. IF Y -l5. • • - ,><a, ..7 d ,,,.t,, ,. +tr, f_- ,r. w wf r• --w-, 1 <. •a . n.}.r... , <a3.,.., t, T. ra . • ..n. . r. ^A xr ... ,. N ..."t. , f< f - ,£'i r „'k . , , . ., n gg�� i Y H'S Ili", 't, _ , , , ? 1 ... fie•• -- , k .. , .. d. r . � , �' _ 1...­-1--M ............ i � V .. d 4 o r vc ., ax . ., ,. n_ �. .Mid., m 4•. r , .,- .. .. s ♦ , .4 .,. - fi . ref. , , ... u.. ,. t t, tl 1 ,Yi�l Yy. 1 5: to a t v .... F,..<}zd t<.,r _ <t! ,. r i rt :, .., .h. ort•, r. } -r,a;. ,>.1 r .'.n c. ., tf.. f S A- t �,4 .a. ?. s :, ". '.i t ,., ., 1• .�. ( 'o.: r _, V ,: .r ,r .. z .%z. ,: Y hr �r , < ... g { k . l'+., , •+ .. .,. .,... a .r G {' S , .. -si. .., .. rt.: � .. { i { N. 4 § .: , r _. -. � . Yr. .irr �'. Y" k .1•. 1 v .. r Y,>' F:m� i ..... .M1. EX. SSMH , i< v. F ,..,f a :. a F _> u, s , t',1.,A.r. ,�F .r• r:.,_, x. , sa 'rt�S , e y x �..1 ... a .. A' ,- � e i. ti e ., , P. •4 >• StF _v. 1. t ., .. L.SY. a .. t �. RIM 424.98 S .s. - -_- r' �:?..s .-V, ,1. •L••, }n. ,t -.. Y4'tiJH YNn �. d A ,r -.: S f.,.. n �. ( g¢ __ a f .. i. .,. ,. „ .. er. _.!v'i.. ,. , , ,r •{.. ,. ,,... ,, of x. ....: -.. ,. ,<.r,4A ,. , .. ,,, ,. Y�'.=r, ti � h � ( i y a r- r 1 � ,ir. 3. 7., ,v :.x u. ,rf t5 a,. � t a 1 •!':.< tom. ,� < r :r x s a �. 2 ff.1, .,(.'.n,. , 4 I ,.. ( < , f % . ,Yf i .x- .f.y r .., C. .., k4 �....i. ,.E ni, ,. 3., �. ,., of .... - �, > 0i } la1 $ 7 ») v} -�_ , k ,.. rm ,r t .. .! ..r., :tr .. �'. k f a . i., .. ..E r h £ - F. �. F5. � � AEI , ,. A , .. ,. ,. _,. , .. . z , r., ". ,. ,. !� INV 0. 3 42 3 8 PVC W ( ) ate. .i .,,. • ,,.r..r r�f z, Y i,1F ,. n f5"1 t ». , iu. ...0 ., P r..4 „ ., rre).i ,. ., -...,. f_ S',m . r• M . „ . Y, . ( § 7 '. -.,? � e �:.. , W. ,C . die' v.. v, n- R, : 4K - "a.. � z: ra, f- o,, , >. I.{,a S, .„ „ ,.A .:. :i. 1i t. j ,i � Y,a. >G. 7. r.i ll.L 34 Y• SoF &.. ♦'4 ,> .,4',a' , ..W ?`Ct.'. d. r.. -' ,. >...b , ,. .>,,..� fiat 1. :7 tp>,::�, &a ,•,f.. j.FC s �rf s �.3� yr3 2 v,�,,rS':ir, ,y. } a �2., Se.a" � .r�tip" x t7ti' �,, <v ' O 3 U x 7 xrL at �.x rn o o a EX. SSMH d RIM= 434.79 d ... d d a ry {5`` ".• - _ ® j ry IN V= 419.59 (8 °PVC -W) EX. CB � EXIST INV= 419.49 (8 "PVC -E) I EX. SSMH�� ., ., ... RIM= 427.37 } RIM = 434.49 I ,r/ \ INV= 419.39. (8 "PVC -N) INV = 422.12 (12"ADS -W) Q r "' INV= 419.84 (8 "PVC -S) INV= 422_.1.2 (12 "ADS -E) H Y® EX. CB INV= 419.79 (8 "PVC -E) ADJUST RIM GRADE EX. CB EXISTING RIM =423.471 no W ,�:`� / ` INV= 419.69 (8-W) TO NEW CURB ELEVATION RIM= 425.75 CURB /GUTTER INV= 420.77 (:lKCONC -) �! y . ; ry I F- Y .., N INV= 418.95 (18 "ADS -E) INV= 419:97 (18 ADS -W) $UP ca p =\ INV= 418.95 (18 "ADS -S) INV= 419.97 (18 "ADS -N EXISTING FIRE HYDRANT © 1:332 \ EXPIRES A E- 11332 ' THESE FLANS ARE "AS S!rWLTa® 1 Q AND THE INFORMATION SHOWN _ CD d- -- ACCURATELY REFLECTS EXISTING (EXP II cv q FIELD CON 11ONS AS OF THIS l f o WITH THIS PROJECT, STORMWATER DETENTION H AND WATER QUALITY CONTROLS ARE NOT v " i REQUIRED: W CHECKED FOR COMPLIANCE o TO CITY STANDARDS o y i i DATE o DATE ;I I ;I ! i m DATE :b /t � before you w o - WIL LIAM SHUP H PLS 113 o Fn N gl 1. THERE ARE NO SIGNIFICANT TREES ON SITE. Dj ' 2: BECAUSE THE INCREASE OF 100 -YEAR 1-s00- 424 -5555 o � RUNOFF WILL BE LESS THAN 0.5CFS, AND ® UNDERGROUND SERVICE (USA) BECAUSE THERE WILL BE LESS THAN 5,000 ,t*� ,� AVOID CUTTING UNDERGROUND SQUARE FEET OF NEW PAVING CONSTRUCTED 6mrmw UTILITY LINES. IT'S COSTLY f o WITH THIS PROJECT, STORMWATER DETENTION H AND WATER QUALITY CONTROLS ARE NOT v " i REQUIRED: W CHECKED FOR COMPLIANCE o TO CITY STANDARDS o y i i DATE o DATE ;I I ;I ! i