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HomeMy WebLinkAboutzW-4111'\ 1 v W Q I PERT/CAL DATUM NA VD 88 BENCHMARK FOUND MONUMENT A T NE 12TH ST AND MONROE A VE NE. CITY OF RENTON 1184J ELEVA TION = 425.16 BASIS OF BEARINGS N8854 30"W BETWEEN CITY OF RENTON MONUMENTS 1843 AND 0057. SD 'ER ASBUILTS--- SDMH, TYPE RIM EL=366. _G 8" CONC(SW)IE=361. 12" CONC(ESE)IE=359. 12" CONC(E)IE=359. 12" CONC(W)IE=3 APPROX LOCATION OF EX SIDE SEWER. NEW SIDE SEWER SHALL BE INSTALLED IF LOCAT/ON OF EX SIDE SEWER CANNOT BE LOCATED FOR REUSE. SEE S/DE SEWER NOTE, THIS SHEET. SDMH, TYPE II RIM EL=366.32 6" CLAY(NW)IE=362.6? 18" CONC(NE)IE=362.7� 18" CONC(SW)IE=362.'- 0 SDMH, TYPE II ' RIM EL=366.39 /8" CONC(SW)IE=361.54 12" CONC(ESE)IE=359.49 12" CONC(E)IE=359.29 12" CONC(W)IE=359.09 4? I i 0 TREE TO BE / -370- RETAINED \ - - -378- �Q \\ x / WALL ISS &0.27'WOF / r 6" CLEANOUT PER / ` CORNERTY ( / P C. 0. R STD PLAN 2f 47 �4, SEX 8" IF 361.92 �c� A\v \ 1-36'' _ �� / / I l CB 6 I H 8071 / -36 / 0 37 8 62.E 35LF6" PVC - '� 0 0.-0391 N• 186467.1575 � E.• 13083 7.7571 „ / 1221 1-6 x ' BEND (M✓) ° SF 6" PVC W/� ONCBLOCKING d ©4F 6" PVC / CB 804 TYPE 1 0 0OZ777 RIM /1EL=366.95 as / 11LF 6" Dl "CONC(iv)IE=364.40 / 8"PV NE)IE=364.15 �� / \ 0 - - - - - - - 6"C USE)IE=364.00 �° TOR VAL VE CB 805 TYPE I / o RIM L=366.66 ,368 liW 12"CONVN)IE-363.69 12"CO C(S)IE=363.66 s..<•' e:;; •N:': .+ d. N.• 186457.2747 � 13LF 6" DI _ E.• 1308332.343� J- SEE FIRE HYDRANT Z o _ 1-6"x4 BEND M✓� DETAIL SHEET C5.21 w W/ C NC BLOCKING /-PER ASBUILT w _ 253 13.07, 12.06 L T _ 253f 00 ? ��- 100x " TAPPING TEE W/ 6"'& jE VAL VE (M✓) 6" DOUBLE DETECTOR SD PE FI0 C.O.R. CHECK ASS'Y PER C. 0. R. STD PLAN 300. t, STD PLAN 360.2 SD SD _ CFF��F�Y'S 33 � 14LF 6" DI J � FIRE DEPARTMENT _G CONNECTION PER C. O.R. STD PLA#-310.1 2LF 6" DI vv RIM EL=366.89 N.- 186456.8055 vv 'T 12"CONC(W)IE=364.30 E-1308358. 4203 � EX F/RE HYDRANT 1-6"x90°BEND (M✓) PER AseulLTs (435 ZONE) W/ CONC BLOCKING 2" DOUBLE CHECK VAL VE ASS'Y PER C, 0. R, STD PLAN 340. 8 30LF 6" DI SEE FIRE LINE DETAIL SHEET C5.21 reel REVISION I / I / N 18649Z 8675 " E 1308403 7107 TYPE 1 RIM37f36 371. 34 \ I 6" If OUT 368.-36 (SW) 36 .,$8 I \ I �5 W/ 0/L WATER ,SEPARATO 7. SEE DETAIL SKEET C5.33 I N 186466.2286" E 1308390.573� '•'�° 7 CB / TYPE 1, SOLID SLID I �•{. N 186471. J201 RW97� 77 371. 60 ' . ❑ 5 E 1308444. 0790 61 IE /N 36774 (NE) 369.40 6fF 6" DI /TYPE 1 6 1E /N 36939- (E) 369.46 9299 RIM 37F66 371.90 6 /E OUT ✓6774- (W) 369.50 6" If OUT zWO58 (5) / 6" CLEANOUT 370.26 \ - / RIM 372 J9 373. 54 / \ \ ' °`• - "' a: ..� " / 6" /F 370. 46 N.A. :, s.. y�•: :.• 8 6" lE 370.46 N.A. I \ � ° a \ > ° EX 10" WA TER \ 6" MIN° CLE R-W/ -1-1/4" REDUCED PRESSURE BACKFL 0W ETHAFD ETWEEN /PE / CB 802 TYPE 565 ZONE ( ) I ASSEMBLY PER C. O.R. STD PLAN 350.2 - , w EX 16 WATER RIM EL 3 4.30 1-1/4" PRIVATE SERVICE LINE NE 12THISTREET 8" Co)XC(S)IE=372.89, (435 ZONE) I w 254+00 / cn / w w - " - - \ - EX I METER TO BE RE -USED SSMH #8 5 FOR DOMESTIC SERVICE RIM EL- 7 .95 SD _ SD-\S \ E 364.10 2'" PRIVATE SERVICE LINE 8"PVC(N) (E)IE 365.85 .� 8" PVC(S)IE 365.75 EX 1 " METER TO BE RE -USED c G c �- FOR IRRIGATION II EX 10" WATER ' nni i uonnn Tvnr u `(435 ZONE) 253441.94, 12.36 LT RIM EL=374.71 6"coNc(s)IE=372.31 10'%6" TAPPING TEE 8"CMP(NW)IE=370.11 W/ 6" GATE VAL VE (UI) 6"CONC(SW)IE=369.96 APPROX LOCATION PER MODIFIED C.O.R. 12"CMP(SE)IE=367.11 OF EX FIRE HYDRANT STD PLAN 300.1 8"CONC(S)IE=367.08 (565 ZONE) SEE DETAIL SHEET C5.33 8"CMP(N)IE=366.81 W/ CONC BLOCKING 18"CONC(E)IE=366.69 18"CONC(W)IE=366.61 SURVEYED: ROSERT WEST DESIGNED: GINA BROOKS DRAWN: DA VID VAUGHN CHECKED: GINA BROOKS BY DATE APPR APPROVED: GINA BROOKS SCALE: 1 "=20' ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY CONSTRUCTION RECORD DIM WINGS THIS CONSTRUCTION RECORD DRAWING /5 A COPY OF THE APPROVED CONSTRUCTION DRAWINGS PREPARED BY CORE DESIGN, INC. AND HAS BEEN EDITED TO REFLECT ASBUIL T CONDITIONS. THE INFORMA TION PROVIDED ON THESE RECORD DRAWINGS /5 A COUBINA TION OF FIELD SURVEY INFORMATION AND DOCUMENTED FIELD REVISIONS. VERTICAL• NAVD 1988 HORIZONTAL- NAD 1983/1991 DATU M W-411.101 S-41.1101 CITY OF RENTON Planning/Building/Public Works Dept. I^ N SCALE: 1" = 20' 0 10 20 40 SEWER LEGEND 0 SEWER PIPE SEWER STRUCTURE SEWER SERVICE .,� SEWER PIPE FLOW ARROW EXISTING SEWER PIPE WA TER LEGEND WATER MAIN jyd INC WATER FITTING 0 FIRE HYDRANT WATER METER TtT T FIRE DEPARTMENT CONNECTION ❑� POST INDICATOR VAL VE ❑o PRESSURE REDUCING VAL VE z DOUBLE CHECK VAL VE ASSEMBL Y EXISTING WATER PIPE SIDE SEWER NOTE IF THE EXISTING SEWER STUB /S LOCATED AND REUSE /5 PROPOSED, CONTRACTOR SHALL CCTV THE STUB AND PROVIDE THE VIDEO TO PUBLIC WORKS FOR REVIEW. IF PUBLILC WORKS DEEMS THE SEWER STUB REUSEABLE, CONTRACTOR SHALL RELINE THE EXISTING STUB. ASBUIL T NOTE. - ALL INFRASTRUCTURE APPURTENANCES ASBUIL T ARE INDICA TED IMTH DESIGN INFORMATION LINED OUT AND AD✓ACENT ASBUILT INFORMATION ADDED. ITEMS NOTED AS 'VA. " WERE NOT ASBUIL T. R• BR �� \�P'oF..•.y� CIVIL ENGINEERING LANDSCAPE ARCHITECTURE W i Z• PLANNING ' • p� 36478 O. DESIGN SURVEYING W F ' G! STV-? ;•`` CORE ✓OB NO 18227 V SS/ONAL LNG 12100 NE 195th St, Suite 300 Bothell, Washington 98017 425.885.7877 Lw 2/3/23 (DESIGN ONL`I') Q IN COMPLIANCE WITH CITY OF RENTON STANDARDS �Z v o� W DATE: KIDDIE DA YCARE CENTER MAR. 2020 3123 NE SUNSET BL VD nELDBOOK: \ RENTON, WA 98056 PAGE: O DRAWING NO: C5.01 SA NITA R Y SEWER AND WA TER PLAN sHEE`.14 OF' 21 IN GENERAL NOTES 1. ALL NEWLY- INSTALLED AND NEWLY- REHABILITATED (PUBLIC AND PRIVATE) SANITARY SEWER AND STORM DRAIN MAIN LINES SHALL BE INSPECTED BY MEANS OF REMOTE CCTV. CCTV INSPECTIONS AND REPORTS SHALL BE SUBMITTED TO THE CITY OF RENTON INSPECTOR ASSIGNED TO THE PROJECT PRIOR TO RECEIVING APPROVAL TO INSTALL PROJECT CURBS, GUTTERS, AND/ OR PAVEMENT. 2. THE CONTRACTOR SHALL PERFORM ALL CCTV INSPECTIONS IN ACCORDANCE WITH THE NATIONAL 1. WATER GENERAL NOTES ALL WORK AND MATER/ALS SHALL BE IN ACCORDANCE W/TH THE LATEST EDITION OF THE CITY OF RENTON PUBLIC WORKS STANDARD SPECIFICATIONS AND SPEC/AL 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 WASTEWA 1. TER UT/L/TYSTANDARD NOTES ALL WORK AND MATER/AL SHALL BE /N CONFORMANCE W/TH THE STANDARDS AND SPECIFICATION OF THE CITY OF RENTON PUBLIC WORKS DEPARTMENT AND THE LA TEST EDITION OF THE WSDOT/APWA STANDARDS AND SPECIFICATIONS AS APPROVED AND MODIFIED BY THE CITY OF RENTON STANDARD PLANS & SPECIFICATIONS. A SET OF APPROVED PLANS SHALL BE KEPT ON SITE AT ALL TIMES DURING CONSTRUCTION. ASSOCIATION OF SEWER SERVICE COMPANIES (NASSCO) P/PEL/NE ASSESSMENT CERT/F/CAT/ON PRIOR TO CONSTRUCTION 2. DATUM FOR VERTICAL CONTROL SHALL BE NORTH AMERICAN VERTICAL DATUM 1988 HORIZONTAL PROGRAM ( PACP). CONTROL SHALL BE NORTH AMERICAN DATUM 1983/1991 UNLESS OTHERWSE APPROVED BY THE CITY. C 2. ALL EXISTING UTILITIES SHALL REMAIN /N SERVICE DURING CONSTRUCTION UNLESS OTHERWISE NOTED. BENCHMARKS AND MONUMENTS SHALL BE REFERENCED ON THE APPROIED PLANS. 3. ALL CCTV OPERATORS SHALL HAVE CURRENT NASSCO PACP CERTIFICATION. THE CONTRACTOR SHALL CALL 1- 800-424- 5555 TO VERIFY UTILITY LOCATIONS BEFORE BEGINNING V EXCAVATION. 3. A PRE -CONSTRUCTION CONFERENCE AND A 24-HOUR NOTICE SHALL BE REQUIRED PRIOR TO 4. CCTV INSPECTIONS SHALL BE RECORDED IN A GRANITENET COMPATIBLE FORMAT DATABASE USING THE STARTING NEW CONSTRUCTION. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO SECURE ALL LATEST SOFTWARE VERSION AND SUBMITTED WITH ELECTRONIC LINKS BETWEEN THE DATA AND THE 3. ALL MATERIALS USED FOR THE CONSTRUCTION OF WATER SYSTEM IMPROVEMENTS SHALL BE NEW AND NECESSARY PERMITS, INCLUDING STREET USE PERMITS, PRIOR TO STARTING CONSTRUCTION. VIDEO ON AN EXTERNAL HDD, DVD, OR FLASH DRIVE UNDAMAGED, AND CATALOG CUTS" FOR ALL MATERIALS SHALL BE APPROVED IN WRITING BY THE CITY INSPECTION WILL BE ACCOMPL/SHED BY A REPRESENTATIVE OF THE C/TY. IT SHALL BE THE OF RENTON PRIOR TO BRINGING ANY MATERIALS ON- SITE. CONTRACTORS RESPONSIBILITY TO NOTIFY THE PUBLIC WORKS INSPECTOR 24 HOURS IN ADVANCE OF NZ 5. ALL CCTV INSPECTION REPORTS SHALL BE WITHIN f/- TWO (2) FEET OF THE MEASURED LINEAR BACKFILLING ALL CONSTRUCTION. FOOTAGE BETWEEN MANHOLES ALONG THE EXISTING PIPELINE CENTERLINE FROM THE START OF PIPE 4. ALL WATER MAIN PIPE MATERIALS SHALL BE CEMENT LINED DUCTILE IRON PIPE, THICKNESS CLASS 52 Q TO END OF P/PE. PER AWWA C 151 AND C 104. PIPE JOINTS SHALL BE PUSH -ON OR MECHANICAL JOINT. CAST IRON 4. THE HOURS OF WORK /N THE STREET RIGHT-OF-WAY SHALL BE PER CITY SPECIFICATIONS ON Q OR DUCT/LE IRON PIPE F/TT/NGS SHALL BE CLASS 250 AS PER ANSI/ AWWA C110/ A21. 10- 82. ALL WEEKDA YS UNLESS OTHERWISE APPROVED IN WRITING BY THE PUBLIC WORKS DEPARTMENT. AN 6. ALL OWNER AND PACP REQUIRED HEADER INFORMATION MUST BE FULL Y AND ACCURATEL Y ENTERED DUCT/LE IRON P/PE AND FITTINGS SHALL BE WRAPPED W/TH 8 -MIL BLACK, TUBE -TYPE, APPROVED TRAFFIC CONTROL PLAN MUST BE OBTAINED PRIOR TO BEGINNING ANY WORK WITHIN THE V ON ALL CCTV REPORTS. WORK NOT FOLLOWING THESE SPECIFICATIONS WILL BE REJECTED AND THE POL METHYLENE PLASTIC PER AWWA C105 STANDARDS. PUBLIC RIGHT-OF-WAY. CONTRACTOR SHALL BE REQUIRED TO RE- CCTV THE WORK. 5. MIN/MUM COVER FROM TOP OF WATER MAINS TO FIN/SHED GRADE SHALL BE 36 INCHES FOR PIPE 5. CONTRACTOR /S SOLEL Y RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CONSTRUCTION Q 7. THE DOCUMENTATION OF THE WORK SHALL CONSIST OF PACP CCTV REPORTS, PACP DATABASE, LOGS, DIAMETER OF 10 -INCH OR LESS AND 48 INCHES FOR P/PE DIAMETER OF 12 -INCH AND LARGER. AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION SITE IN ACCORDANCE WITH W ELECTRONIC REPORTS, ETC. NOTING IMPORTANT FEATURES ENCOUNTERED DURING THE INSPECTION. MAX/MUM COVER FOR ALL WATER MAINS SHALL BE 60 INCHES. ANY DEVIATIONS MUST BE APPROVED LOCAL, STATE AND FEDERAL REQUIREMENTS. QJ THE SPEED OF TRAVEL SHALL BE SLOW ENOUGH TO INSPECT EACH PIPE JOINT, TEE CONNECTION, BY THE CITY OF RENTON PR/OR TO CONSTRUCTION. WHERE UTILITY CONFLICTS OCCUR, THE PROF/LE W STRUCTURAL DETERIORATION, INFILTRATION AND INFLOW SOURCES, AND DEPOSITS, BUT SHOULD NOT, OF THE WATER MAIN SHALL BE ADJUSTED AS NECESSARY TO CLEAR CONFLICTS AND TO PROV/DE 6. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROX/MATE AND IT SHALL BE THE AT ANY TIME, BE FASTER THAN 30 FEET PER MINUTE, EXCEPT AS NOTED OTHERWISE IN THIS MIN/MUM COVER. PIPE DEFLECTION SHALL NOT EXCEED ONE- HALF OF PIPE MANUFACTURER' S CONTRACTORS RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO AVOID 1 1 , DOCUMENT. SPECIFICATION FOR SIZE OF PIPE USED. ALL TRENCH BACKFILL SHALL BE COMPACTED TO 95 DAMAGE OR DISTURBANCE. THE CONTRACTOR SHALL OBTAIN A DIG TICKET IN ACCORDANCE WITH RCW PERCENT MAX/MUM DRY DENSITY AS DETERMINED BY THE MODIFIED PROCTOR TEST METHOD ( MDD) IN 19.122 A MIN/MUM OF TWO BUSINESS DAYS PRIOR TO STARTING ANY EXCAVATION. THE CONTRACTOR O 8. THE CAMERA MUST BE CENTERED IN THE PIPE TO PROVIDE ACCURA TE DISTANCE MEASUREMENTS TO ROADWA YS, ROADWA Y SHOULDERS, ROADWA Y PRISM AND DRI VEWA YS, AND 85 PERCENT MDD IN SHALL HAVE A COPY OF THE DIG TICKET ON SITE A T ALL TIMES. PROVIDE LOCATIONS OF FEATURES IN THE SEWER AND THESE FOOTAGE MEASUREMENTS SHALL BE UNPAVED AREAS. ALL PIPE ZONE COMPACTION SHALL BE 95 MDD. DISPLAYED AND DOCUMENTED ON THE VIDEO. ALL PACP OBSERVATIONS SHALL BE IDENTIFIED BY 7. BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS WITH A LOOSE AUDIO AND ON A PACP LOG. ALL VIDEO MUST BE CONTINUOUSLY METERED FROM MANHOLE TO 6. CONCRETE BLOCK/NG FOR WATER MAINS SHALL BE DESIGNED, INSTALLED AND POURED IN PLACE IN AVERAGE DEPTH OF 12-INCHES, MAX/MUM DEPTH 18-INCHES, THOROUGHLY COMPACTING EACH LAYER MANHOLE. ALL VIDEO RECORDING SHALL BE CONTINUOUS FROM STRUCTURE TO STRUCTURE WITH NO ACCORDANCE WITH CITY OF RENTON STANDARD DETAILS AND SPECIFICATIONS AND SHALL BE TO 95 PERCENT OF MAX/MUM DENSITY. THESE COMPACTED LAYERS MUST EXTEND FOR ONE PIPE PAUSING" OF THE VIDEO RECORDING DURING EACH PIPELINE INSPECTION. THE PIPE SHALL BE INSTALLED AT ALL VERTICAL AND HORIZONTAL BENDS, FITTINGS AND BASE OF HYDRANTS. MEGA DIAMETER ON EACH SIDE OF THE PIPE OR TO THE SIDE OF THE TRENCH. MATERIALS TO COMPLETE CLEANED PRIOR TO THE CCTV INSPECTION TO ENSURE ALL DEFECTS, FTATURE, AND OBSERVATIONS -LUGS (OR SIMILAR PRODUCT) MAY BE REQUIRED ON ALL MECHANICAL JOINTS IN ADD/7ON TO THE FILL OVER THE PIPE SHALL BE EQUIVALENT TO BANK RUN GRAVEL FOR TRENCH BACKFILL ARE SEEN AND LOGGED. CONCRETE BLOCKING. (9-03.19) 9. JUST PRIOR TO BEGINNING THE CCTV INSPECTION, WHILE THE CCTV CAMERA IS IN PLACE AND 7. ALL NEW WATER MAIN PIPES AND FITTINGS SHALL HAVE A FOAM P/PE PIG RUN THROUGH THEM PRIOR 8. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER-GASKETED ASTM D 3034, SOR RECORDING, WATER (CONTAINING DYE) SHALL BE INTRODUCED INTO THE UPSTREAM MANHOLE OF TO BEING FLUSHED, DISINFECTED, AND TESTED. CLEANING, PRESSURE AND PURITY TESTING SHALL BE 35, OR DUCTILE IRON CLASS 50, UNLESS OTHERWISE APPROVED BY THE CITY. EACH PIPE SEGMENT UNTIL I /S OBSERVED AND RECORDED FLOWING PAST THE CAMERA' S FIELD OF DONE /N THE PRESENCE OF AND UNDER THE SUPERVISION OF A CITY OF RENTON UTILITY INSPECTOR. VISION /N ITS ENTIRETY THE CONTRACTOR SHALL SUPPL Y, INSTALL AND REMOVE PLUGS, CORPORATION STOPS, BLOW -OFF 9. SANITARY SEWER PIPES SHALL NOT BE LOCATED UNDER ANY STRUCTURE (WALL, BUILDING ASSEMBLIES, AND THRUST RESTRAINT / BLOCK/NG FOR TESTING AND PURITY ACCEPTANCE. NO FOUNDATION, ETC.) UNLESS APPROVED BY THE CITY. IF A SANITARY SEWER /5 TO BE LOCATED 10. THE CCTV CAMERA SHALL HA VE A WA TER- LEVEL MEASURING DEVICE (BALL, CYL/NDER, ETC.) CONNECT/ON SHALL BE MADE BETWEEN THE NEW MA IN OR BETWEEN THE NEW WET - TAP VA VE TO UNDER ANY STRUCTURE (WALL, BUILDING FOUNDA T/ON, ETC.), I SHALL BE ENCASED /N A STEEL ATTACHED THAT HAS 1/4" MARKINGS TO SHOW THE DEPTH OF WATER /N THE PIPE DURING THE CCTV AN EXISTING MAIN UNTIL THE NEW PIPING HAS BEEN FOAM -PIGGED, DISINFECTED, FLUSHED, AND CASING THAT EXTENDS A MIN/MUM OF 5 FEET OUTS/DE OF SAID STRUCTURE. STEEL CASINGS SHALL INSPECTION. PASSED BOTH PRESSURE AND PURITY TESTING. BE DESIGNED BY A PROFESSIONAL ENGINEER LICENSED /N THE STATE OF WASHINGTON AND SHALL HAVE A 3/8-INCH M/N/MUM WALL THICKNESS AND SHALL BE OF SUFFICIENT SIZE TO ALLOW 11. ALL MANHOLES SHALL BE CHANNELED AND COATED PRIOR TO CCTV INSPECTION. 8. NEW WATER MAINS INCLUDING SERVICE LATERALS SHALL BE TESTED AT A STATIC PRESSURE OF 150 INSTALLATION OF THE SANITARY SEWER PIPE WHILE MAINTAINING CLEARANCES AS RECOMMENDED BY PSI ABOVE WORKING PRESSURE WITH A M/N/MUM OF 225 PSI TEST PRESSURE FOR 120 MINUTES WITH THE CASING SPACER MANUFACTURER. STAINLESS STEEL CASING SPACERS SHALL BE INSTALLED ON 12 PER CITY OF RENTON SPECIFICATION 7- 08. 3(2)B, SEWER AND STORM DRAIN PIPELINE SHALL HAVE A MAX/MUM OF 5 PSI PRESSURE DROP DURING THE ENTIRE TEST PERIOD. UPON SATISFACTORY THE SANITARY SEWER PIPE AT DISTANCES THAT PROVIDE ADEQUATE SUPPORT TO PREVENT SAGGING. NO MORE THAN 1/2" OF PONDING TO BE CONSIDERED ACCEPTABLE. COMPLETION OF THE PRESSURE TEST, THE LINE SHALL BE DISINFECTED, FLUSHED, AND THEN WATER THE ENDS OF CASINGS SHALL BE SEALED WITH WRAP -AROUND FLEXIBLE END SEALS. 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 10. OPEN -CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED ROADWAYS SHALL BE DEPARTMENTS AT LEAST 10 WORKING DAYS PRIOR TO MAKING CONNECTIONS TO THE EXISTING WATER BACKFILLED WITH CRUSHED SURFACING AGGREGATE (WSDOT SPECIFICATION 9-03.9(3) AND SYSTEM. THE CONTRACTOR SHALL EXPOSE THE EXISTING WATER MAIN AND FITTINGS AT THE MECHANICALLY COMPACTED UNLESS OTHERWISE APPROVED BY THE CITY. CONNECTION POINT BEFORE ORDERING THE NECESSARY ADAPTORS AND FITTINGS REQUIRED FOR THE FINAL CONNECTION. THE CONTRACTOR SHALL EXCAVATE, REMOVE ALL SURFACE MATER/ALS, AND 11. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERL Y PREPARED FOUNDATION IN PROVIDE SHORING AND ALL MATER/ALS REQUIRED FOR THE CITY OF RENTON TO PERFORM THE ACCORDANCE WITH THE STANDARDS AND SPECIFICATION OF THE CITY AND THE LATEST EDITION OF CONNECTION TO THE EXISTING WATER SYSTEM. THE CONTRACTOR SHALL PROVIDE AND INSTALL THE WSDOT/APWA STANDARDS AND SPEC/F/CATION AS APPROVED AND MODIFIED BY THE CITY IN THE BACKFILL, CONCRETE BLOCKING, AND COMPLETE SURFACE RESTORATION. RENTON STANDARD PLANS & SPEC/F/CAT/ONS. THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL TO A UN/FORM GRADE SO THAT THE ENTIRE LENGTH OF THE P/PE WILL BE SUPPORTED ON A UN/FORML Y DENSE, UNYIELDING BASE. PIPE BEDDING SHALL BE IN ACCORDANCE W/TH STANDARD PLAN 405. REVISION SURVEYED: ROSERT WEST DESIGNED: GINA BROOKS DRAWN: DA VID VAUGHN CHECKED: GINA BROOKS APPROVED: GINA BROOKS SCALE: ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY 12. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED TO THE SATISFACTION OF THE CITY FOR THE PREVENTION OF ON -SITE EROSION BOTH DURING CONSTRUCTION AND AFTER THE COMPLETION OF CONSTRUCTION /N ACCORDANCE W/TH THE CURRENT SURFACE WATER DESIGN MANUAL. 13. THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH A RECORD DRAWING OF THE SANITARY SEWER SYSTEM WHICH HAS BEEN STAMPED AND SIGNED BY A LICENSED PROFESSIONAL ENGINEER OR LICENSED PROFESSIONAL SURVEYOR. VERi1CAL NAVD 1988 HORIZONTAL- NAD 1983/1991 DATU M 2/3/23 (DESIGN ONL`r) W-411.102 S-41.1103 CITY OF RENTON Planning/Building/Public Works Dept. CIVIL ENGINEERING LANDSCAPE ARCHITECTURE PLANNING "111111I c4w �O DESIGN SURVEYING CORE JOB NO 18227 12100 NE 195th St, Suite 300 Bothell, Washington 98017 425.885.7877 IN COMPLIANCE WITH CITY OF RENTON STANDARDS KIDDIE RESEARCH DA YCARE CENTER 3123 NE SUNSET BL VD RENTON, WA 98056 SA NITA R Y SEWER AND WA TER NOTES DATE: MAR. 2020 nELDBOOK: PAGE: DRAWING NO: C5.31 SHEEP: 16 OF: 21 W v W Q ti N QQ FIRE HYDRANT SHALL BE COREY-TYPE EQUAL TO IOWA F-5110 OR COMPRESSION TYPE SUCH AS CLOW MEDALLION; M & H 929, MUELLER SUPER CENTURION 200, AND WATEROUS PACER WITH 6" MECHANICAL JOINT INLET WITH LUGS. 5-1/4" MAIN VALVE OPENING. TWO 2-1/2" HOSE CONNECTIONS NATIONAL STANDARD THREADS. 4" PUMPER CONNECTION CITY OF SEATTLE THREADS WITH A STORZ ADAPTOR, 4.875" SEATTLE THREAD X 5" STORZ, ATTACHED WITH 1/8" STAINLESS STEEL CABLE. 1-1/4" PENTAGON OPERATING NUT. FIRE HYDRANT TO BE PAINTED WITH TWO COATS OF PAINT. KELLY-MOORE/PRESERVATIVE PAINT No. 5780-563 DTM ACRYLIC GLOSS, SAFETY YELLOW OR APPROVED EQUAL. PUMPER CONNECTION TO FACE ROADWAY OR AS DIRECTED BY RENTON FIRE DEPARTMENT. FIRE HYDRANT EXTENSION TO BE USED IF REQUIRED. CURB OR 12" BEHIND BACK OF SIDEWALK THAT IS ADJACENT TO CURB 4.875" x 5" STORZ I 5'x5'x6" THICK CONCRETE PAD AR EXPANSION JOINT AT BACK OF SIDEWALK fCONCRETE SIDEWALK OR PLANTING STRIP MIN. 18" TO 20" BEHIND BACK OF 36" MIN COVER 3' CONCRETE J THRUST BLOCK 16" x 8" x 4" MININUM CONCRETE BEARING BLOCK UNDER HYDRANT 1 �6 CUT �- TWO-PIECE CAST IRON VALVE BOX WITH LUG TYPE COVER. EQUAL TO OLYMPIC FOUNDRY CO. STANDARD 8" TOP SECTION WITH REGULAR BASE SECTION LENGTH TO FIT. VALVE NUT EXTENSION AS REQUIRED. RAISED PAVEMENT MARKER TYPE 88-A STIMSONITE TWO-WAY BLUE REFLECTIVE CONCRETE BLOCKING MAIN LINE TEE. WITH 6" FLANGE SIDE OUTLET. 6" GATE VALVE (FL X MJ) AWWA C-509, RESILIENT SEAT 6 DUCTILE IRON PIPE, CLASS 52 CEMENT LINED, LENGTH TO FIT 2-3/4" COR-TEN STEEL TIE RODS. 1/2 YARD OF 1-1/4" WASHED DRAIN ROCK 1' ABOVE BOOT FLANGE. PLACE 8 MIL POLYETHYLENE FILM AROUND TOP AND SIDES OF GRAVEL. FIRE HYDRANT ASSEMBLY LEVEL ALL GROUND MIN 3' RADIUS 6" CONCRETE PAD LEVEL ALL GROUND MIN 3' RADIUS ONE MAN ROCK 1 6�1?6" CONCRETE PAD FI LL HYDRANT LOCATION IN CUT OR FILL Y STD. PLAN - 310.1 PUBLIC WORKS FIRE HYDRANT ASSEMBLY DEPARTMENT INTO MARCH 2O10 w z �J Q� I w ww 0 010 1r DIRECTION OF FLOW = w - 3„ 11� o (MIN.) 6" MIN. 6"MIN.(TYP.) UNION (TYP.) PLAN X Q 3"MAX. z .0 z 0 0 r� r� 6"MIN. wog o O TO ITY � METER STACKED METER SECTION\-6" MIN. FREE BOXES DRAINING GRAVEL NOTES: 1. ALL DOUBLE CHECK VALVE ASSEMBLIES (DCVA's) MUST BE LISTED ON LATEST LIST OF "BACKFLOW PREVENTION ASSEMBLIES APPROVED FOR INSTALLATION IN WASHINGTON STATE", PUBLISHED BY STATE OF WASHINGTON DEPARTMENT OF HEALTH. 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. Y PUBLIC WORKS 34" TO 2" DOUBLE CHECK VALVE STD. PLAN - 340.8 a DEPARTMENT ASSEMBLY FOR IRRIGATION OR ANT o. RESIDENTIAL FIRE SPRINKLER MARCH 2O10 MARKER MARKER TWO LANE ROAD OFFSET MARKER TO INDICATE WHICH SIDE OF STREET HYDRANT IS ON (4" FROM DOTS OR PAINTED LINE) 11 MARKER FOUR LANE ROAD OFFSET MARKER TO INDICATE WHICH SIDE OF STREET HYDRANT IS ON (4" FROM DOTS OR PAINTED LANE DIVIDER) HYDRANT MARKERS 4" RAISED PAVMENT MARKER TYPE 88 AB STIMSONITE TWO-WAY (BLUE) MARKER e t o ON SIDE STREETS WHERE THE HYDRANT IS WITHIN 20' OF A MAIN TRAVELED STREET, THE MARKER IS TO BE INSTALLED ON THAT MAIN STREET MARKER T o FIVE LANE ROAD OFFSET MARKER TO INDICATE WHICH SIDE OF STREET HYDRANT IS ON (4" FROM DOTS OR PAINTED LANE DIVIDER) Y STD. PLAN - 310.3 •�° PUBLIC WORKS DEPARTMENT HYDRANT MARKER LAYOUT MARCH 2O10 A A PLAN VIEW WATERIA VALVE BOX LID WITH EARS IN DIRECTION OF 2" SQUARE WATER MAIN AND WORD OPERATING NUT "WATER" CAST INTO IT 12" MIN. 18" MAX, 4" CONCRETE COLLAR FOR VALVES IN PAVED AREAS 4-1/4" DIA. 12" 1/8" MIN. THICKNESS SEE DETAIL 2 PIECE CAST IRON VALVE BOX, RICH-SEATTLE TYPE OR OLYMPIC FOUNDRY 1" STEEL LENGTH AS REQUIRED 1/8" MIN. THICKNESS 2-1/4" INSIDE MEASUREMENT 2-1/4" DEPTH SECTION A -A VALVE OPERATING NUT EXTENSION VALVE OPERATION 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. ONLY ONE EXTENSION TO BE USED PER VALVE. NOTE: ALL EXTENSIONS ARE TO BE MADE 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 TO BE USED FOR ALL MAIN LINE VALVES OUTSIDE PAVED AREAS T 38" 62" �Ilill I i� T= 24" VALVE MARKER POST WHITE POSTI PUBLIC WORKS VALVE BOX, MARKER & OPERATING STD. PLAN - 330.1 DEPARTMENT NUT EXTENSION MARCH 2O10 11-1/4' BEND =111111qd� 22-1/2' BEND TEE /I4�- 45' BEND YA 90' BEND THRUST BLOCK BEARING AREA IN SQUARE FEET (SEE NOTES) FOR HORIZONTAL AND DOWNWARD VERTICAL BENDS SOIL FIRM SILT OR FIRM SILTY SAND COMPACT SAND COMPACT SAND & GRAVEL 90' 45' BEND 11 1/4' 90' 45' BEND 11 1/4' 90' 45' BEND 11 1/4' FITTING BEND TEE CAP OR PLUG & 22 1/2' BEND TEE CAP OR PLUG & 22 1/2' BEND TEE CAP OR PLUG & 22 1/2' BEND BEND BEND 4" TO 4.2 4.2 1.7 2.9 2.1 2.1 1.0 2.2 1.6 1.6 1.0 fi" 13.3 9.4 9.4 3.8 6.7 4.7 4.7 1.9 5.0 3.5 3.5 1.4 8" 23.3 16.7 1 16.7 6.7 11.7 8.4 8.4 3.4 8.8 6.3 5.3 2.5 12" 53.0 37.5 37.5 15.0 26.5 18.8 18.8 7.5 2D.D 14.0 14.0 5.6 AREAS CALCULATED ON 300 PSI TEST PRESSURE. S-O" MIN. COVER FOR WATERMAIN LESS THAN 12'. 4'-0" MIN. COVER FOR WATERMAIN 12" OR GREATER. MAX. HEIGHT OF THRUST BLOCK (FT) = 0.5 x DEPTH OF TRENCH MIN. HEIGHT OF THRUST BLOCK (FT) = O.D. PIPE + 1.0' TRUST BLOCK BE. REA REFERS TO 4CE OF BLOCK M IN SQUARE FEET NOTES: 1. LOCATION AND SIZE OF BLOCKING FOR PIPE LARGER THAN 12"DIAMETER AND FOR SOIL TYPES DIFFERENT THAN SHOWN SHALL BE DETERMINED BY THE ENGINEER. 2. ALL BLOCKING SHALL BE POURED IN PLACE AGAINST UNDISTURBED NATIVE GROUND. 3. ALL POURED THRUST BLOCKS SHALL BE BACKFILLED AFTER MIN. 1 DAY. PRESSURE TESTING SHALL OCCUR AFTER CONCRETE HAS REACHED NOMINAL COMPRESSIVE STRENGTH. 4. ALL BLOCKING SHALL BE CONCRETE CL 5 (1-1/2'). 5. BLOCKING AGAINST FITTINGS SHALL BEAR AGAINST THE GREATEST FITTING SURFACE AREA POSSIBLE, BUT SHALL NOT COVER OR ENCLOSE BELL ENDS, JOINT BOLTS OR GLANDS REASONABLE ACCESS TO BOLTS AND GLANDS SHALL BE PROVIDED. �' °� CONCRETE BLOCKING FOR STD. PLAN- 330.2 + �a PUBLIC WORKS �� HORIZONTAL AND DOWNWARD f - DEPARTMENT VERTICAL BENDS MARCH 2O10 -To' CIVIL ENGINEERING Pz LANDSCAPE ARCHITECTURE W PLANNING DESIGN SURVEYING "111111I c4w �O W CORE JOB NO 18227 V 12100 NE 195th St, Suite 300 Bothell, Washington 98017 425.885.7877 W 2/3/23 (DESIGN ONL`I') Rk IN COMPLIANCE WITH CITY OF RENTON STANDARDS QQ� O v o� W-4111 03w-v W SURVEYED: SCALE: DATE: ROBERT WEST HOR VERTICAL- ;98 ;,99, `(/DD/E RESEARCH DAYCARE CENTER MAR. 2020 DESIGNED: CITY OF J123 NE SUNSET BL l/D nELDBOOK: GINA BROOKS O DRAWN: RENTON RENTON, WA 98056 PAGE: DA AID VAUGHN ONE INCH DATU M • DRAWING NO: CHECKED: AT FULL SCALE Planning/Building/Public Works Dept. C5.32 Q GINA BROOKS IF NOT ONE INCH WATER DETAILS NO. REVISION BY DATE AP P R APPROVED: SCALE ACCORDINGLY SHEET: 17 OR21 GINA BROOKS v W O SO N QQ wz 120 VOLT ELECTRICAL OUTLET FOR r j HEAT TAPE. INSTALL HEAT TAPE FOR FREEZE PROTECTION CENTER BACKFLOW I PREVENTER IN o REDUCED PRESSURE ENCLOSURE 1 BACKFLOW ASSEMBLY x (RPBA) 3" MIN. x O 3" MIN. INSULATED ENCLOSUR 3" MIN. "HOT BOX" OR EQUAL 3/8" X 4" ANCHOR BOLTS PER MANUFACTURER o 3" MIN. CONCRETE SLAB z UNION z FINISHED N GRADE FINISHED GRAD � Y r 2DO DRAIN SEE NOTE 4 6" MINIMUM SLEEVE FREE DRAINING (TYP.) GRAVEL z CONNECT TO N WATER METER IMMEDIATELY ADJACENT TO RPBA FLOW INSTALLED W/ UPC TO OWNERS ELECTRICAL PANEL. FRONT VIEW MATERIAL PER UPC DIRECT BURIAL OR IN RIGID METER SIDE (SIZE AS REQ.) CONDUIT PER ELECTRICAL SIDE VIEW PERMIT REQUIREMENTS. NOTES: 1. ALL REDUCED PRESSURE BACKFLOW ASSEMBLIES (RPBA's) MUST BE LISTED ON LATEST LIST OF "BACKFLOW PREVENTION ASSEMBLIES APPROVED FOR INSTALLATION IN WASHINGTON STATE", PUBLISHED BY STATE OF WASHINGTON DEPARTMENT OF HEALTH. 2. THE OWNER/APPLICANT MUST OBTAIN A SEPARATE CITY OF RENTON PLUMBING PERMIT FOR THE INSPECTION OF THE INSTALLATION OF THE RPBA AND PIPING. THE OWNER SHALL FURNISH, INSTALL AND MAINTAIN THE RPBA AND ALL PIPING AND APPURTENANCES SHOWN ON THIS PLAN. 3. THE RPBA 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 SPECIALSIT, FAX NO. 425-430-7241. 4. DRAIN SHALL BE SIZED IN ACCORDANCE WITH AWWA CROSS CONNECTION CONTROL MANUAL STANDARDS 3" DRAIN FOR 1" OR SMALLER RPBA's, 4" DRAIN FOR 1.5" TO 2" RPBA's, 6" FOR 3" RPBA's. 5. RPBA AND ENCLOSURE SHALL BE LOCATED ON PRIVATE PROPERTY AND AS NEAR AS POSSIBLE TO THE WATER METER. s PUBLIC WORKS REDUCED PRESSURE BACKFLOW STD. PLAN - 350.2 DEPARTMENT ASSEMBLY IN HOT BOX MARCH 2O10 TESTING DETAIL 18 FT NEW D.I. WATER LINE I II TAPPING TEE (MJxFL) TAPPING GATE VALVE (FL XMJ) TEMPORARY PLUG (MJ) WITH 2-INCH TAP AND 2-INCH BLOW -OFF ASSEMBLY CONCRETE BLOCKING z a 3 0 z z V) N w FINAL CONNECTION DETAIL NEW D.I. WATER LINE AFTER ALL CLEANING PRESSURE TESTING AND DISINFECTION, REMOVE TEMPORAY BLOCK & BLOW -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 SIZE TAPS ON CAST-IRON WATER LINES. TAP SHALL BE AT LEAST 2" SMALLER DIAMETER THAN THE EXISTING MAIN. 3. NO WET 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. 5. CONTRACTOR SHALL POTHOLE AND VERIFY THE HORIZONTAL AND VERTICAL ALIGNMENT OF EXISTING LINE OR STUB AND SHALL START LAYING THE NEW LINE AT THE SAME HORIZONTAL AND VERTICAL ALIGNMENT OF THE EXISTING STUB. 6. CITY FORCES WILL PERFORM THE FINAL CONNECTION FROM THE WATER LINE TO THE TAPPING VALVE WITH D.I. SLEEVE AND D.I. SPOOL. MODIFIED TAPPING TEE & VA VE DETAIL (C. 0, R. STD PLAN 300.1) NOT TO SCALE PRECAST CONCRETE VAULT WITH 3 - 3'x 3' ONE EACH SIDE HINGED STEEL PLATE COVERS. DIMENSIONS 5-8"x 11'-2"x 7'-2" EQUAL TO UTILITY 4" ADAPTER, FL.x SCREWED VAULT OR EQUAL 4%4"x6" BULL HEAD TEE, FL. TOUCH READ PIT LID SENSOR MOUNTED ON STEEL PLATE COVER THROUGH 2" DIA. 6" PIPE FL.x DRILLED HOLE IN COVER. FL 2'-0" LO THE BY-PASS ASSEMBLY SHALL BE INCLUDED AS PART OF THE DETECTOR DOUBLE CHECK VALVE ASSEMBLY. 18" FOR 10" ASSEMBLY 5/8"x3/4" SENSUS SRII (TR/PL) METER 17 1/2" FOR 8" ASSEMBLY WITH ICE REGISTER. 18 1/2" FOR 6" ASSEMBLY 3'- CITYPRIVATE \ 11'- 2" z PIPING PIPING Q 4 TEE (MJ x FL) GATE VALVE (FL x MS) 5'- t-TO CITY MAIN 12" ALL. AROUND CONCRETE BLOCKING -77 ��i9 h■.�.•I��pell��pi���I��e ALL DETECTOR DOUBLE CHECK VALVE 10", 8" OR 6" FL.x P.E. ASSEMBLIES SHALL INCLUDE RESILIENT PIPE WITH COLLAR 18" SEATED SHUTOFF VALVES AND TEST PLAN FROM P.E. COCKS. AND APPROVED CROSS -CONNECTION CONTROL 10"- S-8" LONG ASSEMBLIES PER DEPARTMENT OF 8"- S-6" LONG HEALTH LATEST APPROVED LIST. 6"- 4'-0" LONG DOUBLE CHECK VALVE ASSEMBLY INCLUDES TWO RESILIENT SEATED SHUTOFF VALVES. 10", 8", OR 6" FLANGED COUPLING - ADAPTER EQUAL TO ROMAC. TOUCH READ PIT LID SENSOR MOUNTED ON STEEL PLATE COVER THROUGH 2" DIA. NOTE: DRILLED HOLE IN COVER. 3" 1. LOCATE VAULT IN PLANTING AREA, NOT IN PAVING. 2. 4" AND LARGER BENDS AND TEES TO BE CAST IRON CEMENT LINED. 18" FOR 10" ASSEMBLY 17 1/2" FOR 8" ASSEMBLY 18 3. TEMPORARY SUPPORT SHALL RE PROVIDED UNDER 1/2" FOR 6" ASSEMBLY 2 -6 VALVES AT THE TIME OF INSTALLATION TO CENTER THE PIPE IN VAULT OPENING. AFTER COMPLETE 5/8"x3/4" INVENSYS INSTALLATION REMOVE THE TEMPORARY SUPPORT TR-PL METER WITH 7'-2" AND INSTALL ADJUSTABLE PIPE SUPPORT. ICE REGISTER 4. INSTALL GALVANIZED LADDER FOR ACCESS. 6" MIN. DRAIN TO DAYLIGHT OR STORM DRAIN SYSTEM WITH 5. AFTER FIELD INSTALLATION, MAIN DDCVA AND CATCH BASIN OR MANHOLE . 2'-11" BY-PASS DCVA MUST BE TESTED SATISFACTORILY BY A DEPT. OF HEALTH CERTIFIED BACKFLOW ASSEMBLY TESTER. TEST REPORT TO BE SUBMITTED TO CITY OF RENTON WATER UTILITY ENGINEERING DEPT. PRIOR TO ACTIVATION OF NEW LINE, COMPACTED FOUNDATION 6. INSTALL BRASS Y4" FLARE TEST COCKS WITH Ya' GRAVEL FLARE CAPS. 4"x 2 1/2" FIRE DEPARTMENT DOUBLE CONNECTION FOR STAND PIPE WITH BREAKABLE CAST IRON HOSE CAPS. ONE EACH SIDE EQUAL TO GRINNEL FIG. 1682 WITH HOSE CAPS FIG. 1333. 6" SWING TYPE GRAVITY OPERATED CHECK VALVE, FL. EQUAL TO MUELLER CO. A-2600-6 WITH BALL DRIP VALVE AT BOTTOM INSTALL EPDXY NON -SHRINK GROUT (TYP.) 6" PIPE, FL.x FL. SO" LONG 6"& 8" ASSEMBLY. 6" SHORT m RADIUS 10" ASSEMBLY 8"X6" I TO BUILDING DEADMAN BLOCK REQUIRED. 10",8",6" FL x MJ ADAPTOR 10" ASSEMBLY 10"x10"x8"TEE FL. 8" ASSEMBLY 8"x8%6" TEE, FL. 6" ASSEMBLY 6'x6%6" TEE, FL. 10", 8", OR 6" GATE VALVE, FL.x MJ, WITH INDICATOR POST. INDICATOR POST VALVE SAME SIZE AS DOUBLE CHECK VALVE (MUELLER CO. OR EQUAL), PAINTED RED. 10 8", OR 6" DUCTILE IRON CLASS 52 NIPPLE PIPE, CEMENT LINED, LENGTH TO FIT. PIPE x S N6" 90° BEND FL.- GALVANIZED STEEL LADDER `ADJUSTABLE STEEL PIPE SUPPORT, STANCHIONS BOLTED TO FLOOR. END VIEW TY 6",8" & 10" DOUBLE DETECTOR CHECK STD. PLAN - 360.2 e�� PUBLIC WORKS ' "'•` ` DEPARTMENT ASSEMBLY WITH STANDPIPE OUTSIDE ��NT°� INSTALLATION MARCH 2O10 a I I INLE I I FRAME AND GRA TE A STRAP 4o TO WALL ° 4 Z 8" 4 0 C„ A _ TYPE I CB T-SECTION d OUTLET PIPE I I OIL WA TER SEPARA TOR Orel NOT TO SCALE REVISION RECESSED LIFT POCKET UEW LI 1, T 2-1/4" 14" 12-3/4" ill 12-1/4' CAST IRON RING AND Not to Scale FRAME i'_n" r%IAlICTCM )'-n" NOTES: 1. 8" AND 6" CLEAN -OUT RINGS AND COVERS ON SEWER MAINS SHALL BE EAST JORDAN IRON WORKS, INC. No. 3698 (PRODUCT NO. 00369803) OR APPROVED EQUAL. CLEAN OUT SHALL BE A WATER TIGHT ASSEMBLY. 2. IN UNIMPROVED AREAS, POUR A V-0" THICK, 2'-0- SQUARE CONCRETE, CLASS 3000, PAD AROUND THE RING AND COVER. DR JABLE STD. PLAN - 403.1 % PUBLIC WORKS 8" OR 6" CLEANOUT APPROVED: IL7K,M DEPARTMENT FOR SANITARY SEWER MAIN 1 we�a ,u "" ` D SURVEYED: ROBERT WEST DESIGNED: GINA BROOKS DRAWN: DA AID VAUGHN CHECKED: GINA BROOKS BY DATE APPR APPROVED: GINA BROOKS SCALE: ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL- NAD 1983/1991 DATU M EX. SEWER MAIN PROPERTY LINE (LENGTH AS NEEDED) i ---SPOOL o 6" SEWER STUBE M FUTURE 4" SIDE SEWER ➢C---------� I 2"x 4" STUD MARKING POST PAINTED SEWER MAIN TEE X 6" TEE 6" CAP WHITE WITH THE WORD "SEWER" STENCILED Li I IN 3" HIGH BLACK LETTERS AND j/6 WIRE WRAPPED AROUND THE STUD AND EXTENDED TO THE TOP OF THE STUD. COUPLING (TYP.) a 3. 0j ! 6"X6"X6" SURFACE CLEANOUT WITH CAST IRON RING AND COVER _ ( (EAST JORDAN IRON WORKS PRODUCT NO. 00367502 OR � ' APPROVED EQUAL, SPECIFY "SEWER" ON LID), I (SEE STD. PLAN 1,03.1 FOR INSTALLATION) r--------- T L i -- JM EAGLE THREADED CLEAN -OUT ADAPTER HUB -J BEND AS & PLUG (OR APPROVED EQUAL) REQUIRED -EXISTING SANITARY ::a SEWER MAIN `2.0% MIN. SLOPE ` ` FUTURE 4" SIDE SEWER �\ 6" SEWER STUB 6"X6"X6" WYE FUTURE 6"x 4" REDUCER \`SEWER MAIN SIZE X 6" TEE ACCEPTABLE PROCEDURES FOR SIDE S VrR CONNECTIONS TO EXISTING SEWER MAIN A. VITRIFIED CLAY MAIN - CUT IN A NEW PVC "TEE" USING "STRONG -BACK" FLEXIBLE COUPLINGS (FERNCO OR APPROVED EQUAL). B. CONCRETE MAIN - CUT IN A NEW PVC "TEE" USING "STRONG -BACK" FLEXIBLE COUPLINGS (FERNCO OR APPROVED EQUAL). C. PVC & C900 PVC MAIN - CUT IN NEW TEE USING RIGID COUPLINGS OR CORE -DRILLED WITH A ROMAC SADDLE (OR APPROVED EQUAL). D. DUCTILE IRON MAIN - CORE -DRILLED WITH A ROMAC SADDLE (OR APPROVED EQUAL) E. MANHOLE CONNECTION - ALL CONNECTIONS TO MANHOLES SHALL BE AT MANUFACTURED KNOCK -OUTS OR THE STRUCTURE SHALL BE CORE -DRILLED. 3000 PSI MIX /ph CONCRETE P G • +. � PNG GK�N BLOCKING �t� 15 % 1 Ora GaN_ 2% MIN SLOPE HORIZONTAL 6" TEE 6" MIN. SEWER SEWER MAIN MAIN CONCRETE BLOCKING AN OF TEE AT MAIN BETWEEN 25' AND 45' TYPICAL SIDE SEWER Nam: 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. STANDARD SIDE SEWER STD. PLAN -406.1 DR]UBLIC WORKS APP VED: DEPARTMENT INSTALLATION21 O Nkff (SEWER MAIN TO PROPERTY LINE) m DA Nl�� CIVIL ENGINEERING k eC !E LANDSCAPE ARCHITECTURE W PLANNING DESIGN SURVEYING W CORE JOB NO 18227 V 12100 NE 195th St, Suite 300 Bothell, Washington 98017 425.885.7877 2/3/23 (DESIGN ONL`I') Q IN COMPLIANCE WITH CITY OF RENTON STANDARDS �Z S-41.1104 W-4111 04 CITY OF RENTON Planning/Building/Public Works Dept. O v W `(IDDIERESEARCH DAYCARE CENTER DATE: MAR. 2020 J123 NE SUNSET BL VD nELDBOOK: \ RENTON, WA 98056 PAGE: O DRAWING NO: C5.33 WA TER AND SA NITA R Y SEWER DETAILS SHEET: 18 OR 21