Loading...
HomeMy WebLinkAboutzS-3640SetF- /v//J� VJ 11 11 I(L z W U Zw & UCL _z z Q w J 0 J Q Ill 39 38 38 38 38 38 37 37 37 37 37 36 36 I ,I j, } nnnna -' I /o flo 6 I I I >m k � I 380_ co r+ / 7% l� it X61 w Z l - I t � ! 1 ! t ! `F A PORTION OF SEC. 4, TWP. 23 N., RGE. E., W.M., KING COUNTY WASHINGTON y 1 1 / 1 / I / I SS t 1— — N 188069.85 E 1307360.19 SS STUB ' 50 LF 6" PVCI 02.07 SD f. / -r- e � \ l �< i \\ n< \\ i 40+ <\ \\ W SANITARY SEWER 0 SS u- CLEANOUT #1 SANITARY SEWER SEE MECHANICAL FOR CLEANOUJ #2 CONTINUATION IE= 375.64 FF= 382.04 43 +00 5- 364001 42 +00 41 +00 40 +00 PROFILE SCALE: HORIZONTAL 1" = 20' VERTICAL 1' = 5' 111a 390 388 386 384 382 380 378 376 374 372 370 368 366 DSO FF= 38.2.04 t\ v 1,380 -- -- CO •w' _ CITY OF RENTON •T rv� Planning /Building /Public Works Dept. iv xor ax[ axx SCVE /6gdMN1iT e� a r GRAPHIC scn19 0 10 20 40 FEET 1" = 20 FEET Checked for Compliance to City Standards r 7/2q/12 Civil Engineers A \381 Structural Engineers i Landscape Ard itects qy Community Planners Land Surveyors a Neighbors t 1— — N 188069.85 E 1307360.19 SS STUB ' 50 LF 6" PVCI 02.07 SD f. / -r- e � \ l �< i \\ n< \\ i 40+ <\ \\ W SANITARY SEWER 0 SS u- CLEANOUT #1 SANITARY SEWER SEE MECHANICAL FOR CLEANOUJ #2 CONTINUATION IE= 375.64 FF= 382.04 43 +00 5- 364001 42 +00 41 +00 40 +00 PROFILE SCALE: HORIZONTAL 1" = 20' VERTICAL 1' = 5' 111a 390 388 386 384 382 380 378 376 374 372 370 368 366 DSO FF= 38.2.04 t\ v 1,380 -- -- CO •w' _ CITY OF RENTON •T rv� Planning /Building /Public Works Dept. iv xor ax[ axx SCVE /6gdMN1iT e� a r GRAPHIC scn19 0 10 20 40 FEET 1" = 20 FEET Checked for Compliance to City Standards r 7/2q/12 Civil Engineers 0") Structural Engineers i Landscape Ard itects qy Community Planners Land Surveyors a Neighbors vm , kk" vii NOnCE TACOMA - SEATTLE g"",,,,,„ 6 2215 North 30th Street, Suite 300, Tacoma, WA 98403 '"aiue40P "aoirsw"n°i0ns"000amk9ii"a rim is 253.383.2422 TEL a„oro°Pn�° 1200 Sixth Avenue, Suite 1620, Seattle, WA 98101 rmwxmwnr rwm mma2zvxorcr. 206.267.2425 TEL EARLY CHILDHOOD LEARNING CENTER 1-22 -2012 RENTON SCHOOL DISTRICT` °°"' S PRIVATE SANITARY SEWER PLAN AND PROFILE I C1.61 CL (L (L A PORTION OF SEC. 4, TWP. 23 Ill RGE. E., W.M., KING COUNTY WASHINGTON X CC z � z 0 w 0� 0 a. z Z 00l, we SMH #2 N Er 0 0 3X: _j SEE MECHANICAL FOR CONTINUATION IE=374.94 386 384 382 380 378 376 374 372 370 368 366 I FF=382.04 SENT. COORDINATE WITH MECHANICAL SEE MECHANICAL FOR CONTINUATION IE= 37�.24 GREASE INTERCEPTOR 950 GAL SEE MECHANICAL FOR CONTINUATION F= 376.24 GRAPHIC SCALE 0 10 20 40 FEET i 1111MENE1 1" = 20 FEET SECTION A-A SCALE: HORIZONTAL I" = 20' VERTICAL I' = 5' 394 392 390 388 386 394 382 380 378 376 374 372 ............ FLOOR = 2.04 5 LF 6' as -1394 LOADING FOR UNDERGROUND PRECAST CONCRETE 5411E �y y PROPOSED ---AT-GENTEF IJNE-OF-PPE — - I---- CENTERLINE-OF­ PIPE- )VC ®2.20% ---FLOOR- 2:04�- PROPOSED -- ----- An CLEANOUT-#5- STA. 60+00, ------- _T — ----- ___ j 390 - -NEW B SlV --3�75.8O r-12 1_111 6' PVC 2.00% IF-- T 6- 78; 388 PVC - _90 7-LF-6'_1 'T.. KIFW-8!-STQRM IF 377.73 ROPOSED GRADE kOPOSED GRADE STORM- T �IF �377.50 C LIN F-M:P ,f E�1 11'386 8. GRAY WATER ONLY, BLACK WATER SHALL BE CARRIED BY z6Q+1IA2,67,7.Ki__ STA-.604-19.55, =3 7_ PVC-0-o 88% - - -- j - 6.28% ------ _11E 378.24-(6 -5)_ --- --- --- - - II sMIAO - ICLEANOU 42— 384 - ------ ._STA..49,+9I — - - - - - -- - - - - SSMH§2. TYPE 1-0:L- RIM=382.00 02.1 - 2% NEW-1 -------------- ---- 11 - ------ E-3 STA:50+50.93 382 380 L----- -RIM-- 381[­.57— 1+ NEW- ROOF DRAIN 1E---37337-(6`�� KIW�38r4l- _F: -378 POINT-OF CONNECTION - - NEW 10* ATER PROPOSED EL - - ------------ - EX-.­E_�372-30�"E)­-- AT CENTERLINE OF PIPE STI IQ A' 7' — — ---- --------- Ex-1E=3-7n ------------- 374 . STA,59+93142, __-NEW-IE 37-2.-30--("F)-- - 1E=376.24 (6" W) 'F 37616__ CENTERLINE OF P! AT CENTERLINE OF PIPE 1372 c! ST1NG__ELEVaON__ l0 O O m Cl! M GRAPHIC SCALE 0 10 20 40 FEET i 1111MENE1 1" = 20 FEET SECTION A-A SCALE: HORIZONTAL I" = 20' VERTICAL I' = 5' 394 392 390 388 386 394 382 380 378 376 374 372 ............ 7/2V//Z as -1394 LOADING FOR UNDERGROUND PRECAST CONCRETE 5411E �y y PROPOSED FINISH----- CENTERLINE-OF­ PIPE- S.. ---FLOOR- 2:04�- PROPOSED -- ----- 5. LOADS: H-20 TRUCK WHEEL W/ 30% IMPACT PER AASHTO CLEANOUT-#5- STA. 60+00, ------- -A-T-CENTERLIN"F-PIPE ----- ------ ------- j 390 6. FILL will CLEAN WATER PRIOR TO START UP OF SYSTEM --3�75.8O r-12 1_111 6' PVC 2.00% IF-- T 6- 78; 388 7. CONTRACTOR TO SUPPLY & INSTALL ALL PIPING & SAMPLING TEES 7-LF-6'_1 I -----POINT-OE_CONNEC7ION- CLEANOUT-#4- RiM=-382-.76 - - 11'386 8. GRAY WATER ONLY, BLACK WATER SHALL BE CARRIED BY z6Q+1IA2,67,7.Ki__ STA-.604-19.55, =3 j - 6.28% ------ _11E 378.24-(6 -5)_ --- --- --- - - II sMIAO - --373.21_(60 CORE DRILL & INSTALL 384 Neighbors — - - - - - -- - - - - �QOT & RECHA L-MR 02.1 - 2% NEW-1 -------------- ---- 11 - ------ E-3 TER 7.75-- 382 380 NEW- ROOF DRAIN NEW-8--STORM- STA:60+34... JE379.06 IE�i375.-O -378 -IE -37-7.65- - NEW 10* ATER 376 6� -----.3-77.75 — — ---- POINT-OF CONNECTION- __GREA____ INTERCEPTOR ------ 374 . STA,59+93142, IN IE=376.40 PROPOSED ELEVATION__- ---OUT -AT 1E=376.24 (6" W) 'F 37616__ CENTERLINE OF P! 1372 ST1NG__ELEVaON__ AT CENTERLINE OF PIKE M 60+00 61+GO SEWER PROFILE SCALE: HORIZONTAL I" = 20' VERTICAL 1" = 5' Chocked for Compliance to City 24"0 LOCKING FRAME & COVER CLR ACCESS OPNGS 'ADJUST TO GRADE AIR & GAS TIGHT 2 PLCS < GROUT BOTH SIDES A PRECAST BAFFLE 4' THK— OUTLET THK Li 7 1 TIE0o, 'E�SLOT E PLAN MEW BOTH SIDES r j1_1 _ R LB W I I _� TOP COVER NOT SHOWN FOR CLARITY 50+00 51+00 52+00 SECIION A SEWER PROFILE SCALE: HORIZONTAL 1' = 20' GREASE INTERCEPTOR - 950 GAL. UTILITY V VERTICAL 1" = 5' ni NOT TO SCALE me] z1:014,11101ki BY I DATE I APPR I KELLY AS NOTED TDS 7/2V//Z as D. NASON LOADING FOR UNDERGROUND PRECAST CONCRETE 5411E �y y D. GAVIN NOTES: 1. CONCRETE: 28 DAY COMPRESSIVE STRENGTH Pc = 4500 psi 2. REBAR: ASTM A-615 GRADE 60 3. MESH: ASTM A-185 GRADE 65 4. DESIGN: ACI-318-83 BUILDING CODE A ASTM C-857 MINIMUM STRUCTURAL DESIGN 7/2V//Z LOADING FOR UNDERGROUND PRECAST CONCRETE (310 Engineers UTILITY STRUCTURES" S.. Structural Engineers 5. LOADS: H-20 TRUCK WHEEL W/ 30% IMPACT PER AASHTO 6. FILL will CLEAN WATER PRIOR TO START UP OF SYSTEM Me Landscape A rchitects 7. CONTRACTOR TO SUPPLY & INSTALL ALL PIPING & SAMPLING TEES Commun ty Planners 8. GRAY WATER ONLY, BLACK WATER SHALL BE CARRIED BY Land Surveyors SEPARATE SIDE SEWER Neighbors CITY OF RENTON DATUM Planning/Building/Public Works Dept. 0 2 Is eT 7 0 L �C1� © ©u 0 N(Ala TACOMA SEATTLE 2215 North 30th Street, Suite 300, Tacoma, WA 99403 253.383.2422 TEL 1 1200 Sixth Avenue, Suite 1620, Seattle, WA 98101 206.267.2425 TEL Dori EARLY CHILDHOOD LEARNING CENTER 6-22-2012 RENTON SCHOOL DISTRICT 1pm PRIVATE SANITARY SEWER PLAN AND PROFILE ,.5-3 ICJ STD. PLAN - 300.0 . PUBLIC WORKS WATERPLAN GENERAL NOTES DEPARTMENT MARCH 2010 SANITARY SEWER NOTES AND SPECIFICA' 1. ALL WORK AND 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 .& SPEGFlCATIONS. ASET 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 PER CITY SPECIFICATIONS ON WEEKDAYS UNLESS.OTHERWISE'APPROVED -IN WRITING BY THE `.PLANNING/BUILDING /PUBLIC WORKS DEPARTMENT, AN APPROVED TRAFFIC CONTROL PLAN MUST BE OBTAINED PRIOR TO BEGINNING ANY WORK WITHIN PUBLIC RIGHT OF WAY. 3. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTORS - RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE. 4. APRE- CONSTRUCTION CONFERENCE AND A 24 HOUR NOTICE SHALL BE REQUIRED PRIOR TO STARTING NEW :CONSTRUCTION. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO .SECURE ALL NECESSARY PERMITS PRIOR TO STARTING CONSTRUCTION. (INSPECTION WILL BE ACCOMPLISHED BYA- REPRESENTATIVE OF THE CITY OF RENTON.) IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PUBUC WORKS INSPECTOR 24 HOURS IN ADVANCE OF'BACKFIWNG ALL CONSTRUCTION. 5. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION SITE 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY 07HER RELATED PERMITS PRIOR TO ANY CONSTRUCTION. 7. PLANS APPROVED BY THE CITY OF RENTON, PUBLIC WORKS DEPARTMENT SHALL TAKE PRECEDENCE OVER ALL OTHER PLANS.. & A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION 1S IN PROGRESS. 9. 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 LICENSED PROFESSIONAL SURVEYOR. 10. 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. 11. OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED ROADWAY SHALL BE BACKFILLED NTH CRUSHED ROCK AND MECHANICALLY COMPACTED UNLESS _ OTHERWISE APPROVED BY. W 64003 A PORTION OF SEC. 4, TWP. 23 N., RGE. E., W.M., KING COUNTY WASHINGTON EXISTING WATER LINE ALAN VIEW TESTING DETAIL s8 FT NEW WATER LINE VERTICAL CROSS(MJxFL) FOR FULYFIGGMG ONE BLIND RANGE ON TOP N:TH 2'TAP B 2'PWG LINE BLIND FI. ANGE ON 30TTOM LINE (RAJ) PLUG WITH Z' TAP 6 2' TEMPORARY ELUW-(I11 TEMPORARY RIDCK CUT -IN (BY CITY FORCES) iCC fTE VA V LONG BLOCK 2- GATE VALVES OLD 2- SOLID R 0`1 SLEEVES tMJ) pR RG -MAC COUPL:rv6S I- ADAPTER (FL X MJ) 1- PLUG (NJ) N /2'iAP fl TEMP. BLOW -0OFF tEMP. BLOCK EXISTING WATER LINE EXISTING WATER LINE FINAL CONNECTION DETAIL AFTER ALL TESTING, CLEANING BY P01.YPIG, AND DISINFECTION, REMOVE TEMP. FLOOR B BLOW-OFF 6 CONNECT VITH SLEEVE (M.) 6 D4, SPOOLS FINAL CONNECTION BY CITY FORCES EXISTING WATER LINE PUBLIC WORKS CONNECTION TO WATER MAIN CUT • PLAN - 300.3 DEPAR'CMEN'1' IN -LINE TEE & TWO VALVES t• MARCH 2010 U11UTY SPECIFICA110NS: 12. DATUM FOR VERTICAL CONTROL SHALL 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. 13. 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. 14. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON PLANNING /BUILDING /PUBLIC WORKS DEPARTMENT AND THE LATEST EDITION OF THE WISDOT /APWA STANDARDS AND SPECIFICATIONS, AS APPROVED AND MODIFIED BY THE CITY OF RENTON IN THE RENTON STANDARD PLANS & SPECIFICATIONS. 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 WALL BE SUPPORTED ON A UNIFORMLY DENSE, UNYIELDING BASE. PIPE BEDDING SHALL BE PEA GRAVEL 6 INCHES ABOVE AND BELOW THE PIPE. 15. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER GASKETED ASTM D 3034, SDR 35, OR DUCTILE IRON CLASS 50, UNLESS OTHERWISE APPROVED BY THE WASTEWATER UTILITY. 16. IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6 INCHES AND MAXIMUM 12 INCHES ABOVE FINISHED GRADE OR MUST HAVE MINIMUM2'DIAMETER CONCRETE RING POURED AT GRADE. IN PAVED AREA, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING. REVISION Y L TESTING DETAIL 110 FT I EXISTING WATER LINE - EXISTING TEE DEAD END LINE CAP OR PLUG R DO NOT DISTURB BLOCKING NEW WATER -INE\ C_'00-' VERTICAL CROSS (MJXFL) FOR POLYP13GING 1 -BLIND FLANGE ON TOP WITH 2'TAP& 2 "P' -UG 1 -BLIND FLANGE ON BOTTOM 1- PLUO(MJ) W/2 °TAP & 2" BLOW -OFF TEMP. BLOCK FINAL CONNECTION DETAIL NEW MATER LINE FXIST. WATER LINE AFTER ALL TESTING, CLEANING BY POLYPIG AND DISINFECTION, REMOVE TEMP. BLOCK & BLOW -OFF & CONNECT TO EXISTING WATFR LINE WITH SLFEVF (MJj AND C.I. SPOOLS FINAL CONNECTION BY CITY FORCES �' ®� PUBLIC WORKS CONNECTION TO WATER MAIN STD. PLAN - 300.5 DEPARTMENT EXISTING TEE OR END LINE CAP MARCH 2010 NOT TO SCALE MANHOLE FRAME AND COVER SEE STD. PLAN 401 ADJUSTMENT RINGS (2" MIN.) SEE NOTE 6 MORTAR JOINT(S) (3/8" MIN.) SEE NOTE 5 CONE (ECCENTRIC) RUBBER GASKETED JOINTS IN ACCORDANCE WITH ASTM C -443 STEPS - POLYPROPYLENE STEPS SHALL BE INCLUDED CONCRETE RISER BY PIPE INC.. OR APPROVED EQUAL LADDER - POLYPROPYLENE SHALL BE ATTACHED TO MANHOLE MAX. PIPE SIZE - 'E' CONCRETE SHELF PRECAST BASE SECTION OR CAST IN SHELF. ''1^ 'B' WATER PLAN GENERAL NOTES Standard Plan ND. 3D0 'D' U) 48" MH 48" 6" MIN. _ 5 "MIN 24" MIN. CALL WORK AND MATERIAISSHALL BE IN ACCORDANCE WITH THE LATEST EDITION OFTHECIIYOF RENTON PUBLIC WORKS 54" MH 54" 8" MIN. STANDARD SPECIFICATIONS AND SPECIAL PROVISIONSAND WSDOT/APWASTANDARD SPECIFICATIONS, LATESTEDMONAS 24" MIN. 1 60" MH AMENDED BYTHE CITY OF RENTON. ASET OF CITY APPROVED PLANS SHALL BE KEPTATTHEJOBSI EWHENEVER CONSTRUCTION B" MIN: 6" MIN. 42" MIN. ISINPROGRESS. A PRE-CONSTRUCTION CONFERENCE SHALL BE HELD PRIORTOTHESTARTOFCONSTRUcnotLTHE CONTRACTOR CL MUELLER 00. A- 2600 -6 WIN BALL AND OR DEVELOPERSHALL BE RESPONSIBLE FOR SECURING ALL NECESSARY PERMITS PRIORTO CONSTRUCTION. \ DRIP VALVE At BOTTOM INCLUDED AS PART OF ME DETECTOR INSTALL EPDXY NON- SHRINK DOUBLE CHECK VALVE ASSEMBLY. TB" FOR 10' ASSEMBLY 2. ALL EXLS'TING UTILmESSHALL REMAIN IN SERVICE DURING CONSTRUCTION UNLESSOTHERWI3ENOTED . THECON7RAOTORSHALL 5/8 -x3/4 MNSUS END (TR /PL) METER I7 1/2- 'OR 8" ASSEMDLY CALL1 100 474- SSSSTOVERIFY UTILITY LOCATIONS BEFORE BEGW 41NG EXCAVATION, 18 1/2' FOR 6' ASSEUBLY 3' 0" IN PIPE FL .x FL 3'O' LM'C tltt PR VnR 3. ALL MATERIALS USED FORTHE CONSTRUCTION OF WATER SYSTEM IMPROVEMENTS SHALL BE NEW AND UNDAMAGED,AND 6 "& W ASSEMBLY 6' SHORT • - 'CATALOG COW FORALL MATERIALS SHALL BE APPROVED IN WRITING BYTHECTTYOF RENTON PRIORTO BRINGING ANY AP PWWG f0" ASSEMBLY 90' 6' %6' MATERULSON-SITE. REDUCING DEND FL K1uv FL) 3 2 4. ALL WATER MAIN PIPE MATERMILSSHALL BE CEMENT LINED DUCTILE IRON PIPE, THICKNESS CASS52 PER AW WAC 151ANDC 0 Wn. vµN (N. . MS) ?-1 6'-90' BE FL 100. PIPEJOINTS SHALLBE PUSH -ON OR MECHANICALl01NT. CAST IRON OR DUCDIEIRON PIPE FFMNGSSWILLBE C ASS250AS LEI PER ANSI/AW WA 0110 /A21.104M ALLDUCRLE IRON PIPE AND FITTINGSSHALLBE WRAPPED WITH BAAIL BIACKTUBETYPE, 2 W POLYETHYLENE PLASTIC PER AWWACWSSTANDARDS. r I- S. MINIMUM COVER FROM TOP OF WATER MAINSTO FINISHED GRADE SHALL BE 36 INCHES FORPIPE DIAMETEROF 104NCH ORLESS W Z AND 48 INCHES FOR PIPE DIAMETEROF I2 -INCH AND LARGER. MAYJMUM COVER FORALLWATER MAINSSHALLBE 60 INCHES. ANYDEVIATIONS MUSTBE APPROVED BYTHE CTTYOF RENTON PRIORTO CONSTRUCTION. WHEREUTILIIYCONFUCrSOCCUK w W U THE PROFILE OFTHE WATER MAINSHALL BEADJUSTED AS NECESSMIYTO CLEAR C ONPU CTSANDTO PROVIDE MINIMUM COVER. 0_. PIPE DEFLECTION SHALL NOTEX CEEDONE- HAEF OF PIPE MANUFACTURER'SSPEQHCATION FORSUEOFPIPEUSED. ALLTRENCH /T� DEFMMWBVTHE MODINEDPROCTORTEST BACKFILLSHALL BECOMPACTEDT095 PERCEW MAXIMUM DRY DENSITYAS EO V METHOD(MOD)IN ROADWAYS, ROADWAYSHOULDERS, ROADWAY PRISM AND DRIVEWAYS, ARDIS PERCENT MOD IN UNPAVED Z AREAS. ALL PIPE ZONECOMPACNON SXALLBE 95 MOD. Z 6. CONCRETE BLOCKING FOR WATER MAINS SHALL BE DESIGNED, INSTALLED AND POUREDIN PLACE "ACCORDANCE WITH CITY OF UNION STANDARD DETA UAND SPECIHrAMONSANO SHALL BE INSTALLED ATALLVERHCALANDHORMWALSENDS FrMNGS AND BASE OF HYDRANTS.. MEGAdUGS (OR SIMILAR PRODUCT) MAYBE REQUIREDONALLME iANICALJOINTSINAM MINTO W CONCRETE BLOCKING. J 7. ALL NEW WATER MAIN PIPESAND FITTINGS SHALL HAVEA FOAM PIPE PIG RUNTHROUGH THEM PRIORTO BEING FLUSHED, DISINFECTED, ANDTESTED.CLEANING, PRESSURE AND PURITY TESTING SHALL BE DONE INTHE PRESENCEOFAND UNDERTHE SUPERVISION OF AC17Y.OF RENTON UnUTY INSPECTOR. THE CONTRACTOR SHALLSUPPLY INSTALLAND REMOVE PLUGS, 0 CORPORATION STOPS, BLOW -0FF ASSEMBLIES, AND THRUST RESTRAINT/ BLOCKING FORTESTING ANDPURITACCEPTANCE .NO 0 CONNECTION SHALL BE MADE BETWEEN THE NEW MAIN OR BETWEEN THE NEW WETTAPVAWEYOAN EXISTING MAIN UNTIL THE NEW PIPING HAS BEEN FOAM"PIGGED, DISINFECTED, FLUSHED, AND PASSED BOTH PRESRIREAND PUROYTESDN G. r &NEW WATER MAINS INCLUDING SERVICE LATERALS SHALLBE TESTEDATA STATIC PRESSUREOF ISO PSIABOVEWORKING PRESSURE WITH A MINIMUM OF 225 PSI TEST PRESSURE FOR 120 MINUTES WITH AMAXIMUM OFS PSIFRESSURE DROP DURING THE ENTIRE TEST PERIOD. UPON SATISFACTORY COMPLETION OFTHE PRESSURETFST, THE UNESHALLBE DISINFECTED, FLUSHED, ANDTHEN WATER SAMPLES SHALL BETAKEN FOR PURITY TESTING BYTHE PUBUC WORKiINSPECTOR V 9. THE CONTRACTORSHALLNOTIFYTHE CRY OF RENTON WATER UTILITY AND MAINTENANCE DEPARTMENRATI EAST SOWORKING DAYS PRIORTO MAKING CONNECTIONSTOTHE METING WATER SYSTEM. THE CONTRACTORSHALL EXPOSETHE EXISTING WATER MAIN AND FITTINGSATTHECONNECTION POINT BEFORE ORDERING THE NECESSARYADAPTORSANDFITTINGS REQUIRED FOR �) THEFINALCONNECT(ON. THE CONTRACTOR SHALL EXCAVATE, REMOVE ALL SURFACE MATERIALS, AND PROADESHORING AND ALL MATERIALS REQUIRED FORTHE CITY OF RENTON TO PERFORM THE CONNECTIONTOTHE EXISTING WATERSYSTEM. THE Q CONTRACTORSHALL PROVIDE AND INSTALL BACKFILL, CONCRETE BLOCYJNG,ANDCOMPIETESURFACE RESTORATION. W STD. PLAN - 300.0 . PUBLIC WORKS WATERPLAN GENERAL NOTES DEPARTMENT MARCH 2010 SANITARY SEWER NOTES AND SPECIFICA' 1. ALL WORK AND 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 .& SPEGFlCATIONS. ASET 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 PER CITY SPECIFICATIONS ON WEEKDAYS UNLESS.OTHERWISE'APPROVED -IN WRITING BY THE `.PLANNING/BUILDING /PUBLIC WORKS DEPARTMENT, AN APPROVED TRAFFIC CONTROL PLAN MUST BE OBTAINED PRIOR TO BEGINNING ANY WORK WITHIN PUBLIC RIGHT OF WAY. 3. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTORS - RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE. 4. APRE- CONSTRUCTION CONFERENCE AND A 24 HOUR NOTICE SHALL BE REQUIRED PRIOR TO STARTING NEW :CONSTRUCTION. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO .SECURE ALL NECESSARY PERMITS PRIOR TO STARTING CONSTRUCTION. (INSPECTION WILL BE ACCOMPLISHED BYA- REPRESENTATIVE OF THE CITY OF RENTON.) IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PUBUC WORKS INSPECTOR 24 HOURS IN ADVANCE OF'BACKFIWNG ALL CONSTRUCTION. 5. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION SITE 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY 07HER RELATED PERMITS PRIOR TO ANY CONSTRUCTION. 7. PLANS APPROVED BY THE CITY OF RENTON, PUBLIC WORKS DEPARTMENT SHALL TAKE PRECEDENCE OVER ALL OTHER PLANS.. & A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION 1S IN PROGRESS. 9. 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 LICENSED PROFESSIONAL SURVEYOR. 10. 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. 11. OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED ROADWAY SHALL BE BACKFILLED NTH CRUSHED ROCK AND MECHANICALLY COMPACTED UNLESS _ OTHERWISE APPROVED BY. W 64003 A PORTION OF SEC. 4, TWP. 23 N., RGE. E., W.M., KING COUNTY WASHINGTON EXISTING WATER LINE ALAN VIEW TESTING DETAIL s8 FT NEW WATER LINE VERTICAL CROSS(MJxFL) FOR FULYFIGGMG ONE BLIND RANGE ON TOP N:TH 2'TAP B 2'PWG LINE BLIND FI. ANGE ON 30TTOM LINE (RAJ) PLUG WITH Z' TAP 6 2' TEMPORARY ELUW-(I11 TEMPORARY RIDCK CUT -IN (BY CITY FORCES) iCC fTE VA V LONG BLOCK 2- GATE VALVES OLD 2- SOLID R 0`1 SLEEVES tMJ) pR RG -MAC COUPL:rv6S I- ADAPTER (FL X MJ) 1- PLUG (NJ) N /2'iAP fl TEMP. BLOW -0OFF tEMP. BLOCK EXISTING WATER LINE EXISTING WATER LINE FINAL CONNECTION DETAIL AFTER ALL TESTING, CLEANING BY P01.YPIG, AND DISINFECTION, REMOVE TEMP. FLOOR B BLOW-OFF 6 CONNECT VITH SLEEVE (M.) 6 D4, SPOOLS FINAL CONNECTION BY CITY FORCES EXISTING WATER LINE PUBLIC WORKS CONNECTION TO WATER MAIN CUT • PLAN - 300.3 DEPAR'CMEN'1' IN -LINE TEE & TWO VALVES t• MARCH 2010 U11UTY SPECIFICA110NS: 12. DATUM FOR VERTICAL CONTROL SHALL 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. 13. 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. 14. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON PLANNING /BUILDING /PUBLIC WORKS DEPARTMENT AND THE LATEST EDITION OF THE WISDOT /APWA STANDARDS AND SPECIFICATIONS, AS APPROVED AND MODIFIED BY THE CITY OF RENTON IN THE RENTON STANDARD PLANS & SPECIFICATIONS. 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 WALL BE SUPPORTED ON A UNIFORMLY DENSE, UNYIELDING BASE. PIPE BEDDING SHALL BE PEA GRAVEL 6 INCHES ABOVE AND BELOW THE PIPE. 15. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER GASKETED ASTM D 3034, SDR 35, OR DUCTILE IRON CLASS 50, UNLESS OTHERWISE APPROVED BY THE WASTEWATER UTILITY. 16. IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6 INCHES AND MAXIMUM 12 INCHES ABOVE FINISHED GRADE OR MUST HAVE MINIMUM2'DIAMETER CONCRETE RING POURED AT GRADE. IN PAVED AREA, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING. REVISION Y L TESTING DETAIL 110 FT I EXISTING WATER LINE - EXISTING TEE DEAD END LINE CAP OR PLUG R DO NOT DISTURB BLOCKING NEW WATER -INE\ C_'00-' VERTICAL CROSS (MJXFL) FOR POLYP13GING 1 -BLIND FLANGE ON TOP WITH 2'TAP& 2 "P' -UG 1 -BLIND FLANGE ON BOTTOM 1- PLUO(MJ) W/2 °TAP & 2" BLOW -OFF TEMP. BLOCK FINAL CONNECTION DETAIL NEW MATER LINE FXIST. WATER LINE AFTER ALL TESTING, CLEANING BY POLYPIG AND DISINFECTION, REMOVE TEMP. BLOCK & BLOW -OFF & CONNECT TO EXISTING WATFR LINE WITH SLFEVF (MJj AND C.I. SPOOLS FINAL CONNECTION BY CITY FORCES �' ®� PUBLIC WORKS CONNECTION TO WATER MAIN STD. PLAN - 300.5 DEPARTMENT EXISTING TEE OR END LINE CAP MARCH 2010 NOT TO SCALE MANHOLE FRAME AND COVER SEE STD. PLAN 401 ADJUSTMENT RINGS (2" MIN.) SEE NOTE 6 MORTAR JOINT(S) (3/8" MIN.) SEE NOTE 5 CONE (ECCENTRIC) RUBBER GASKETED JOINTS IN ACCORDANCE WITH ASTM C -443 STEPS - POLYPROPYLENE STEPS SHALL BE INCLUDED CONCRETE RISER BY PIPE INC.. OR APPROVED EQUAL LADDER - POLYPROPYLENE SHALL BE ATTACHED TO MANHOLE MAX. PIPE SIZE - 'E' CONCRETE SHELF PRECAST BASE SECTION OR CAST IN SHELF. NOSES: 1. STEPS TO BE POLYPROPYLENE SAFETY STEPS. 2. STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS ARE INSTALLED. 3. CASTING SHALL BE PER STD. PLAN 401. 4. MANHOLE SECTIONS TO BE OF REINFORCED PRECAST CONCRETE. 5. ALL JOINTS BETWEEN THE CONE, RISER RINGS. BRICKS AND CASTING SHALL BE GROUTED. 6. ADJUSTMENT OF THE CASTING TO GRADE SHALL BE ACCOMPLISHED NTH A COMBINATION OF ADJUSTMENT RINGS, BRICKS AND MORTAR ON" BRICKS SHALL BE STAGGERED TO CREATE A RUNNING BOND OR 1/2 BOND. THE USE OF SHIMS IS PROHIBITED 7. SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR SURFACES, INCLUDING CHANNELING, COATED (SEALED) NTH A HIGH SOLIDS URETHANE COATING; WASSER MC- AROSHIELD OR APPROVED EQUAL; COLOR OF COATING SHALL BE WHITE. 8. RUBBER GASKETED JOINTS SHALL BE IN CONFORMANCE NTH ASTM C -443. 9. CHANNEL HEIGHT SHALL BE A MINIMUM OF 3/4 OF THE INSIDE DIAMETER OF THE LARGEST PIPE. To. CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK ADAPTOR, KOR -N -SEAL BOOTS OR APPROVED EQUAL. it. IN UNIMPROVED AREAS, MANHOLES SHALL EXTEND A MINIMUM OF 6" AND A MAXIMUM OF 12" ABOVE FINISHED GRADE OR MUST HAVE A MINIMUM 2' DIAMETER CONCRETE RINGS POURED AT GRADE. IN PAVED AREAS. COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING. T PUBLIC WORKS STANDARD SANITARY MANHOLE SID PLAN - 400.1 DEPARTMENT SEPTEMBER :oil DESIGNER . KELLY DMxTB TDS 0. NASON APPROVED D. GAVIN MINA: PAID t AS NOTED NORQgRN: °iT°B1 DIVE INCH DATUM AT FULL SCALE IF NOT ONE aKx SCALE �Y POST INDICATOR PRECA51 CONCRETE VAULT WITH 3 - 34 3 'A' 'B' 'C' 'D' E' 48" MH 48" 6" MIN. _ 5 "MIN 24" MIN. 1 21" I.O. 54" MH 54" 8" MIN. -5.5 "MIN. 24" MIN. 1 24" I.D. 60" MH 60" B" MIN: 6" MIN. 42" MIN. I 30" In NOSES: 1. STEPS TO BE POLYPROPYLENE SAFETY STEPS. 2. STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS ARE INSTALLED. 3. CASTING SHALL BE PER STD. PLAN 401. 4. MANHOLE SECTIONS TO BE OF REINFORCED PRECAST CONCRETE. 5. ALL JOINTS BETWEEN THE CONE, RISER RINGS. BRICKS AND CASTING SHALL BE GROUTED. 6. ADJUSTMENT OF THE CASTING TO GRADE SHALL BE ACCOMPLISHED NTH A COMBINATION OF ADJUSTMENT RINGS, BRICKS AND MORTAR ON" BRICKS SHALL BE STAGGERED TO CREATE A RUNNING BOND OR 1/2 BOND. THE USE OF SHIMS IS PROHIBITED 7. SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR SURFACES, INCLUDING CHANNELING, COATED (SEALED) NTH A HIGH SOLIDS URETHANE COATING; WASSER MC- AROSHIELD OR APPROVED EQUAL; COLOR OF COATING SHALL BE WHITE. 8. RUBBER GASKETED JOINTS SHALL BE IN CONFORMANCE NTH ASTM C -443. 9. CHANNEL HEIGHT SHALL BE A MINIMUM OF 3/4 OF THE INSIDE DIAMETER OF THE LARGEST PIPE. To. CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK ADAPTOR, KOR -N -SEAL BOOTS OR APPROVED EQUAL. it. IN UNIMPROVED AREAS, MANHOLES SHALL EXTEND A MINIMUM OF 6" AND A MAXIMUM OF 12" ABOVE FINISHED GRADE OR MUST HAVE A MINIMUM 2' DIAMETER CONCRETE RINGS POURED AT GRADE. IN PAVED AREAS. COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING. T PUBLIC WORKS STANDARD SANITARY MANHOLE SID PLAN - 400.1 DEPARTMENT SEPTEMBER :oil DESIGNER . KELLY DMxTB TDS 0. NASON APPROVED D. GAVIN MINA: PAID t AS NOTED NORQgRN: °iT°B1 DIVE INCH DATUM AT FULL SCALE IF NOT ONE aKx SCALE �Y POST INDICATOR PRECA51 CONCRETE VAULT WITH 3 - 34 3 ONE EACH SIDE rX 2 1/2. FIRE DEPARTMENT DOUBLE HINGED STEEL PLATE COVERS. DIMEN90N5 CONNECTION FOR STAND PIPE YOUR 5 -81 11' -Yx 7' -2" EQUAL i0 UTILIN 4" ADAPIEF, AL.. SCREWED BREAKABLE CAST IRON HOSE CAPS VAULT OR EQUAL 9'x4'x6- BULL READ TEE. FL ONE EACH SIDE EQUAL TO GINNIE TOUCH READ PIT LID SENSOR FIG. 1682 MTH HOSE CAPS FIG. 1333. MOUNTED RO GH 2E DR. COVER THROUGH 2. CIA. 6' PIPE FL.x 6' SIANG TYPE GRAVITY OPERATES IN DRILLED NOTE IN COVER.. FL T -0' LO CHECK VALVE, FL. EQUAL TO MUELLER 00. A- 2600 -6 WIN BALL ME SY -PASS ASSEMBLY SHALL BE \ DRIP VALVE At BOTTOM INCLUDED AS PART OF ME DETECTOR INSTALL EPDXY NON- SHRINK DOUBLE CHECK VALVE ASSEMBLY. TB" FOR 10' ASSEMBLY GROUT CPP.) 5/8 -x3/4 MNSUS END (TR /PL) METER I7 1/2- 'OR 8" ASSEMDLY WHY, ICE REGISTER 18 1/2' FOR 6' ASSEUBLY 3' 0" IN PIPE FL .x FL 3'O' LM'C tltt PR VnR \ 1f- 2 6 "& W ASSEMBLY 6' SHORT • - RADIUS 90' BEND R. AP PWWG f0" ASSEMBLY 90' 6' %6' REDUCING DEND FL K1uv FL) 3 2 0 Wn. vµN (N. . MS) ?-1 6'-90' BE FL 71 12' ALL AROUND `-1086 FLxM A Atl DE U'S DOUBLE CHECK VALVE J DAPiOR OR 6' FL., PE. aS5EM9L1E5 $MALL INCLUDE RESILIENT SEATED SHUNFF VALVES Np TEST PLAN Lt0' A$$EMBLY 10':10 " +8 "TEE FL. PIPE WRE COLLAR 18" COCKS ND APPROVED 6' ASSEMBLY 8 "x8 "x6" TfE, f4 6" FROM P.E, CRO55- CONNECTION CONTROL 10 "- 3'-8` LONG L ASSEMBLY 6v6 "z6- TEE IL. AR. DoS PER DEPARTMENT OF 8" S -6" LONG HEALTH LATEST APPROVED LIST. 10 , V. OR 6" CATE VALVE, FL. MP 6 4 0" LONG WITH INDICATOR POT INDICATOR DOUBLE CHECK VALVE ASSEMBLY POST VALVE SAME SUE CO. OR SHUTOFF MU RESIDENT SEATED CHECK VALVE (MUELLER C. OR SHUTOFF VALVES. EQUAL), PRINTED RED. 10', 8', OR 6" FLANGED MUPUNG ADAPTER EQUAL TO RWAC. 10', 8, OR 6- DUCTILE IRON CLASS 52 NIPPLE PIPE, (2) 2 HOSE WALK CEMENT LINED, LENGIYI TO FIT. TOUCH READ PIT UO SENSOR MOUNTED NOTE: DRILNEEMMEU COKR. THROUGM2 DIA. -�- 1. LOCATE VAULT IN PLANTING AREA, NOT IN PAVING. 3 J6'i0 42' (2) 2 r HOSE WALK s' PIPE .. 2. a' AND LARGER BENDS AND TEES 70 BE CAST pL SCREW IRON CEMENT LINED. W FOR 10- ASSEMBLY 17 1/2' FOR 8- ASSEMMY 18 II 3. hMPORARY SUPPORT SHALL BE PROVIDED UNDER 1/2" FDA 6' ASSEMBLY 6 3 VALVES Ai THE TIME OF INSTALLATION TO CENTER THE PIPE IN VAULT OPENING. AFTER COMPLETE z3/4' INVENSYS INSTALLATION REMOVE THE TEMPORARY SUPPORT TR_pL METER PoM T -Y AND INSTAL ADJUSTABLE PIPE SUPPORT. ICE REGISTER T INSTALL GALVANIZED LADDER FOR ACCESS, 6" MIN BRAIN TO DAYOGHT Ofl STOP. DRAW SYSTEM WTIH 6" 90' BEND il. 5. AFTER FIELD INSTALLATION. MAIN ODCVA AND CATCH BASIN OR MANHq.E p`_1y BY -PASS DCVA MUST BE TESTED SATISFACTORILY BY A DEPT. OF HEALTH CERTIFIED SACKFLOW GALVANIZED ASSEMBLY TESTER. TEST REPORT TO BE SUBMITTED 4" FSE AND ELBOW SIEEI LAOOfR 10 CMY OF RENTON WATER UTUTY ENGINEERING DEPT. PRIOR TO ACDVA ➢ON OF NEW ONE. COMPACTED FOUNDATION 6. INSTALL BRASS A' FLARE TEST COCKS WITH A- GRAVEL FLARE CAPS. ST NCHRONS BOLTED PIPE 70 FLOOR. T END VIEW ' ` 6 ",8" & 10" DOUBLE DETECTOR CHECK SID. P�360.2 A� 4 PUBLIC WORKS ASSEMBLY WITH STANDPIPE OUTSIDE re Q DEPARTMENT INSTALLATION MA IU�1 = GATE VALVE--\� r>, r �(i1P1IU76T[E�pI�1�O THRUST �` G BLOCK ° GRADE 1AA RODS PIPE MATERIAL AND FITTINGS AS PER SPECIFICATIONS POST INDICATOR VALVE -" - TACOMA • SEATTLE NOTICE NOT TO SCALE , �,.;m, 2215 North 30th Street, Suite 300, Tacoma, WA 98403 oiewn�"tNU°f011LS4°a'pmia N 253.383.2422 TEL MIT, N16EM WRIiDNAE TIIEBM ND NIATT,O BE ISO fG RAN{ BIGB. A7 1200 Sixth Avenue, Suite 1620, Seattle, WA 98101 mmlroiwTNmEnaFce Arr ollw lapin. 206.267.2425 TEL are CITY OF EARLY CHILDHOOD LEARNING CENTER s -22 -2012 RENTON RENTON SCHOOL DISTRICT P Planning /Building /Public Works Dept. SANITARY SEWER AND WATER DETAILS Ci8.4A Izz, - FIRE HYDRANT SHALL BE COREY TYPE EQUAL TO IOWA F -5110 OR COMPRESSION TYPE SUCH AS. CLOW MFOAUION: M & P 924, MIAMLEN SUPER CENTURION 200, AND WATEROLS PACER WIN 6' MECHANICAL JOINT INLET WN LUGS. 5 -1/4' MAIN VALVE OPENING TWO 2 -1/2" HOSE CONNECTIONS NATIONAL STANDARD THREADS. 4' PUMPER - CONNECTION CITY OF SEATTLE THREADS }NTH A STORE ADAPTOR, 4.875" SEAM, THREAD X S ". STORZ, ATTACHED W1TH 1/8" STAINLESS STEEL CABLE. 1-1/4- PENTAGON OPERATING NU- FIRE HYDRANT TO - DIRECTED BY RENTON FIRE DEPARTMENT. FIRE HYDRANT EXTENSION TO COMPACT SAND A GRAVEL \\ / INSTALL 2" PLUG ON TOP BLIND FLANGE 1- IF REQUIRED. C' Ou FT. 'h ^ V�Al NEW 'A'ATER MAIN POLYFI6 s d^- II I/4' 1^-1. MIN. 18" TO 20" BEHIND BACK OF L.L 112 1 /4' 90' ONE BUNG FLANGE ON BOTTOM OF CROSS Q ,C.0 Z W 111 /4' I • I-- CURB OR 12' BEHIND .BACK OF W Z CAP OR PLUG" W BEND a U'rt CAP OR ;UG V 40F'WALK THAT IS ADJACENT TO Z CAP OR PLUG h 22 1 /2. 4 fLWJ AUN'IVR Q CURB w J BOND BOLTS PER O 4875' x 5' STORZ TWO- -PIECE CAST IRON VALVE BOX WITH LUG la TOT y d 0 '2A 9.1 5.5'x6" THICK CONCETE PAD ANINO TYPE COVER. EQUAL TO OLYMPIC FOUNDRY CO. 22 U IN Jry� 6 HYDRANT. PNIEN TOR MATCH SIDEWALK. STANDARD 8" TOP SECTION WITH REGULAR BASE LL 3fl e.7 AT 1Q, W E %PANSION JOINT AT FIRE HYDRANT SHALL BE COREY TYPE EQUAL TO IOWA F -5110 OR COMPRESSION TYPE SUCH AS. CLOW MFOAUION: M & P 924, MIAMLEN SUPER CENTURION 200, AND WATEROLS PACER WIN 6' MECHANICAL JOINT INLET WN LUGS. 5 -1/4' MAIN VALVE OPENING TWO 2 -1/2" HOSE CONNECTIONS NATIONAL STANDARD THREADS. 4' PUMPER - CONNECTION CITY OF SEATTLE THREADS }NTH A STORE ADAPTOR, 4.875" SEAM, THREAD X S ". STORZ, ATTACHED W1TH 1/8" STAINLESS STEEL CABLE. 1-1/4- PENTAGON OPERATING NU- FIRE HYDRANT TO TI GATE VALVE (FL S NJ) CEMENT T LINE RESIDENT SEAT 6" DUCTILE IRON PIPE, CLASS 52 CEMENT LINED, LENGTH TO FIT 2 -3 /4" COR -TEN STEEL BE RODS. 16" x B" X 4" MINIMUM I/2 YARD OF 1 -1/4" WASHED DRAIN ROCK CONCRETE BEARING p ABOVE BOOT FLANGE. PLACE 6 MIN BLOCK UNDER HYDRANT POLYETHYLENE FILM AROUND TOP AND SIDES OF GRAVEL. FIRE HYDRANT ASSEMBLY LMEI D ///--- LEVEL ALL GROUND / MM 3' RADIUS ��1TT ONE MAN ROCK1y� TE PAD 6 16" CONCRETE PAD CUT FILL HYDRANT LOCATION IN CUT OR FILL STD. PLAN - 310.1 a •� a PUBLIC WORKS FIRE HYDRANT ASSEMBLY K DEPARTMENT MARCH 2010 PLAN VIE` WRIER \} VALVE BOX LIC WITH / EARS IN DIRECTION OF 2" SQUARE ✓ WATER MAIN AND WORD OPERATING NUT "WATER" CAST INTO IT 12' MIN. 1 18' MAX.I -> 4" VALVES IN PAVED FOR VALVES IN PAVED AREAS / 4 -i/4" DI A. 12' / 1/$" MIN. THICKNESS SEE DETAIL 2 PIECE CAST IRON VALVE BOX, RICH- SEATTLE TYPE 1" STEEL OR OLYMPIC FOUNDRY LENGTH AS REQUIRED 1,/8" MIN. THICKNESS �- 2 -1/4" INSIDE MEASUREICENT 2 -i /4" DEPTH VALVE OPERATING NUT SECTION A -A' EXTENSION VALVE OPERATION NUT EXTENSION NOTE: ��4'• EXTENSIONS ARE REQUIRED WHEN VALVE NUT IS MORE THAN THREE (3) FEET BELOW y' FINISHED GRADE:: EXTENSIONS ARE TO BE A 38 MIN, MINIMUM OF ONE (1) FOOT LONG. ONLY ONE WIDTH EXTENSION TO BE USED PER VALVE. WHITE POST NOTE: ALL EXTENSIONS ARE TO BE MADE -. it 62" OF STEEL, SIZED AS NOTED, AND PAINTED f _I WITH TWO COATS OF METAL PAINT. _» -R 24" VA_VE MARKER NOTES VALVE MARKERS SHALL BE EQUAL TO CARSOWTE UTILITY MARKER VALVE MARKER POST TO BE USED FOR ALL VALVE MARKER POST MAIN LINE VALVES OUTSIDE PAVED AREAS PUBLIC WORKS VALVE BOX, MARKER & OPERATING PLAN - 330.1 DF,'I >P.12'I'MEN'1' NUT EXTENSION h1nRCH 2010 A PORTION OF SEC. 4, TWP. 23 N., RGE. E., W.M., KING COUNTY WASHINGTON a S 1 -i/4' BEND 22-1/2' BEND 45 BEND CAP TEE 90' BEND THRJST BLOCK BEARING AREA IN SQUARE FEET (SEE NOTES) FOR HORIZONTAL AND DOWNWARD VERTICAL BENDS - DIRECTED BY RENTON FIRE DEPARTMENT. FIRE HYDRANT EXTENSION TO COMPACT SAND A GRAVEL \\ / INSTALL 2" PLUG ON TOP BLIND FLANGE BE USED IF REQUIRED. 4 FT MIN. COVER (12 -INCH DIAMETER AND OVER) Ou FT. 90' NEW 'A'ATER MAIN POLYFI6 s 4S SEND II I/4' 90' MIN. 18" TO 20" BEHIND BACK OF .5. p_Np 112 1 /4' 90' ONE BUNG FLANGE ON BOTTOM OF CROSS 45'BENO 111 /4' RIDING CURB OR 12' BEHIND .BACK OF TEE CAP OR PLUG" & 22 1/2' BEND 3' CAP OR ;UG k 2 /2' 40F'WALK THAT IS ADJACENT TO 2E CAP OR PLUG h 22 1 /2. 4 fLWJ AUN'IVR CURB 3/$" X 4" ANCHOR - BOND BOLTS PER 4875' x 5' STORZ TWO- -PIECE CAST IRON VALVE BOX WITH LUG la 4Y d 11 '2A 9.1 5.5'x6" THICK CONCETE PAD ANINO TYPE COVER. EQUAL TO OLYMPIC FOUNDRY CO. 22 1.fi IN I1 6 HYDRANT. PNIEN TOR MATCH SIDEWALK. STANDARD 8" TOP SECTION WITH REGULAR BASE 9. 3fl e.7 AT ] E %PANSION JOINT AT SECTION LENGTH TO FIT. VALVE NUT EXTENSION 3.5 35 1.9 ® FINISHED GRADE BACK OF SIDEWALK AS REQUIRED. 2' 2.. ( CONCRETE SIDEWALK { OR PLANTING STRIP //-- RAISED PAVEMENT .MARKER TYPE 88 -A STIMSONIM TWO -WAY BLUE REFLECTIVE 6d 2.5 Qw 53.0 3l5 }],5 ES.D 26.5 IP.e I8.8 >5 20.0 14.0 36" MIN 56 AREAS CALCULATED ON 300 PSI W- PRESSURE, 3' -0" MIN, COVER FICA WATERMAIN LESS THAN 12', 4 -0` MIN. COVER FOR WATERMAIN 12' OR GREATER. -AMC HEIGHT OF THRUST BLOCK (FT) - 05 x DEPTH OF TRENC3 COVER CONCRETE BLOCKING 3 CONCRETE ^'6 THRUST BLOCK MAIN LINE TEE. WITH 6' FLANGE SIDE OUTLET. i0p TI GATE VALVE (FL S NJ) CEMENT T LINE RESIDENT SEAT 6" DUCTILE IRON PIPE, CLASS 52 CEMENT LINED, LENGTH TO FIT 2 -3 /4" COR -TEN STEEL BE RODS. 16" x B" X 4" MINIMUM I/2 YARD OF 1 -1/4" WASHED DRAIN ROCK CONCRETE BEARING p ABOVE BOOT FLANGE. PLACE 6 MIN BLOCK UNDER HYDRANT POLYETHYLENE FILM AROUND TOP AND SIDES OF GRAVEL. FIRE HYDRANT ASSEMBLY LMEI D ///--- LEVEL ALL GROUND / MM 3' RADIUS ��1TT ONE MAN ROCK1y� TE PAD 6 16" CONCRETE PAD CUT FILL HYDRANT LOCATION IN CUT OR FILL STD. PLAN - 310.1 a •� a PUBLIC WORKS FIRE HYDRANT ASSEMBLY K DEPARTMENT MARCH 2010 PLAN VIE` WRIER \} VALVE BOX LIC WITH / EARS IN DIRECTION OF 2" SQUARE ✓ WATER MAIN AND WORD OPERATING NUT "WATER" CAST INTO IT 12' MIN. 1 18' MAX.I -> 4" VALVES IN PAVED FOR VALVES IN PAVED AREAS / 4 -i/4" DI A. 12' / 1/$" MIN. THICKNESS SEE DETAIL 2 PIECE CAST IRON VALVE BOX, RICH- SEATTLE TYPE 1" STEEL OR OLYMPIC FOUNDRY LENGTH AS REQUIRED 1,/8" MIN. THICKNESS �- 2 -1/4" INSIDE MEASUREICENT 2 -i /4" DEPTH VALVE OPERATING NUT SECTION A -A' EXTENSION VALVE OPERATION NUT EXTENSION NOTE: ��4'• EXTENSIONS ARE REQUIRED WHEN VALVE NUT IS MORE THAN THREE (3) FEET BELOW y' FINISHED GRADE:: EXTENSIONS ARE TO BE A 38 MIN, MINIMUM OF ONE (1) FOOT LONG. ONLY ONE WIDTH EXTENSION TO BE USED PER VALVE. WHITE POST NOTE: ALL EXTENSIONS ARE TO BE MADE -. it 62" OF STEEL, SIZED AS NOTED, AND PAINTED f _I WITH TWO COATS OF METAL PAINT. _» -R 24" VA_VE MARKER NOTES VALVE MARKERS SHALL BE EQUAL TO CARSOWTE UTILITY MARKER VALVE MARKER POST TO BE USED FOR ALL VALVE MARKER POST MAIN LINE VALVES OUTSIDE PAVED AREAS PUBLIC WORKS VALVE BOX, MARKER & OPERATING PLAN - 330.1 DF,'I >P.12'I'MEN'1' NUT EXTENSION h1nRCH 2010 A PORTION OF SEC. 4, TWP. 23 N., RGE. E., W.M., KING COUNTY WASHINGTON a S 1 -i/4' BEND 22-1/2' BEND 45 BEND CAP TEE 90' BEND THRJST BLOCK BEARING AREA IN SQUARE FEET (SEE NOTES) FOR HORIZONTAL AND DOWNWARD VERTICAL BENDS SOIL FIRM SLT OR COMPACT RAND COMPACT SAND A GRAVEL \\ / INSTALL 2" PLUG ON TOP BLIND FLANGE :ARM ERTY SAND 3 FT .MIN. COVER (10 -INCH DIAMETER AND UNDER) 4 FT MIN. COVER (12 -INCH DIAMETER AND OVER) Ou FT. 90' NEW 'A'ATER MAIN POLYFI6 s 4S SEND II I/4' 90' SIZE OF VERTICAL CROSS $HALL BE THE SAME AS SIZE OF MAIN LONE .5. p_Np 112 1 /4' 90' ONE BUNG FLANGE ON BOTTOM OF CROSS 45'BENO 111 /4' RIDING DCND TEE CAP OR PLUG" & 22 1/2' BEND ICE CAP OR ;UG k 2 /2' BEND 2E CAP OR PLUG h 22 1 /2. 4 fLWJ AUN'IVR SEND 3/$" X 4" ANCHOR - BOND BOLTS PER BEND 4 la 4Y d 11 '2A 9.1 ]1 I.IT 22 1.fi IN I1 6 3.3 9♦ 9. 3fl e.7 AT ] L9 SO 3.5 35 1.9 FINISHED GRADE 2' &6 6.3 6d 2.5 12' 53.0 3l5 }],5 ES.D 26.5 IP.e I8.8 >5 20.0 14.0 140 56 AREAS CALCULATED ON 300 PSI W- PRESSURE, 3' -0" MIN, COVER FICA WATERMAIN LESS THAN 12', 4 -0` MIN. COVER FOR WATERMAIN 12' OR GREATER. -AMC HEIGHT OF THRUST BLOCK (FT) - 05 x DEPTH OF TRENC3 MIN. HEIGHT OF THRUST BLOCK (FT) - C.D. PIPE + L0' IFASREFEB 10 i .E " \\ \ \ ,UP N' B_.. MEASURED V I IAREF T NOTES: I. LOCATION ANO SIZE OF BLOCKING FOR PIT LARGER MAN 12MMMETER 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 TIRUST 81OLMS SHALL BE BACMILIEO AFTER MIN.I DAY, PRESSURE 1ESTNG SHALL OCCUR PFTR CONCRETE HAS REACHER NOMINAL COMPRESSIVE STRENGTH, 4. ALL BLOCKING SHALL BE CONCRETE CL 5 F -PPL 5. BLOCKING AGAINST NTi:NGS SHALL BEAR AGANST ME GREATEST FITTING SURFACE AREA POSSIB_E, BUT SHALL NOT COVER OR ENCLOSE BELL ENDS, TONY BOSS OR GLANDS REASONABLE ACCESS TO BOLTS AND GLANDS DANIEL BE PROMISED, CONCRETE BLOCKING FOR SID. PLAN - 330.2 ®� PUBLIC WORKS HORIZONTAL AND DOWNWARD DEPARTMENT VERTICAL BENDS MARCH 2010 I+N TEMPORARY 2" GALVANIZED PIPE AND 2 GATE VALVE FINISHED GRADE ELEVATION CR -PL) AND 3E NIELLIGENT COMMUNICATION PAINTED BLUE \\ / INSTALL 2" PLUG ON TOP BLIND FLANGE AFTER REMOVAL OF POURING 3 FT .MIN. COVER (10 -INCH DIAMETER AND UNDER) 4 FT MIN. COVER (12 -INCH DIAMETER AND OVER) Ou FT. " NEW 'A'ATER MAIN POLYFI6 s tt C" AD'9END LINO) _\ VERTICAL. CROSS FOR POLYPIGGING STATION: SIZE OF VERTICAL CROSS $HALL BE THE SAME AS SIZE OF MAIN LONE VERTICAL CROSS (NJ X FL) ONE SUND FLANGE ON TOP OF CROSS WITH 2" TAP L 2' TEMPORARY BLOW -OFF ASSEMBLY (REMOVE SLOW -OFF ASSEMBLY AND INSTALL 2" PLUG AFTER REMOVAL OF CLEANING "PIXY -PIG') ONE BUNG FLANGE ON BOTTOM OF CROSS ONE PLUG (NJ) ON END OF CROSS f,ONCREM BLOCKNG ALL DEBRIS AND POETICS SHALL BE REMOVED FROM SUMP OF VERTICAL CROSS BEFORE DISINFECTION OF NEW WATER MAIN PUBLIC WORItS POLY PIG STATION FOR CLEANING OF SID. PLAN - 300.6 A 2 ROSILIEN I �• � DEPARTMENT WATER MAINS LADDER ERIN SEATED BRASS GATE VALVE AND 2" P "_UG MARCH 2010 a" flxM. P➢PPTOR "HOT 4 fLWJ AUN'IVR 120 VOLT E! ECTRICAL OUTLET FOR HEAT TAPE. INSTALL HEAT TAPE FOR FREEZE FkOTECPON REDUCED PRESSURE BACKFL0IN ASSEMBLY (RPBA) MIN. BOX" OR EQUAL CENTER BACKFLOV/ PRE \'E \TER IN ENCLOSURE --I '{ �'�- 3•' MIN. FINISHED I) GRADE 6" MINIMUM 1 D SLEEVE FREE DRAINING (TYP,) GRAVEL z S CONNECT TO n WATER METER IMMED'ATELY ADJACENT TO \ RIBA FLOW - INSTALLED Of APPD. TO OWNERS ELECTRICAL PANEL. FRONT VIEW MATERIAL PER UPC DIRECT BURIAL OR IN RICID -METER SIDE (SIZE AS RED.) CONDUIT PER ELECTRICAL SIDE VIEW PERMIT RECUIREMENTS. NOTES: 1. ALL REDUCED PRESSURE BACKFLOW ASSEMBLIES (RPSA's) MUST BE LISTED ON _ATEST 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 SACKFLOW 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 UTIL:_y CROSS CONNECTION CONTROL SPECIALSIT, FAX NO 425- 430 -7241 4 DRAIN SHALL BE SIZED IN ACCORDANCE WITH AGWA GROSS CONNECTION CONTROL MANUAL STANDARDS 3" DRAIN FOR 1' OR SMAI.L.FR RPBA'B, 4" DRAIN FOR 1.5" TO 2" RPSA's, 6" FOR 3" RPRA's, 5, RPBA AND ENCLOSURE SHALL BE LOCATED ON PRIVATE PROPERTY AND AS NEAR AS POSSIBLE TO THE WATER METER. PUBLIC WORKS REDUCED PRESSURE BACKFLOW I SM. PLAN - 350.2 DEPARTMENT ASSEMBLY IN HOT BOX MARCH 2010 REGISER SHALL BE TOUCH READ PIT LID > ¢ - CR -PL) AND 3E NIELLIGENT COMMUNICATION PAINTED BLUE tiiPNUARO P' ME SIOMD, KATH MCOOCR TYPO (ICE). > a w o �(MJxRJ) _ 2 -3 /P, SHAD HLE RODS 'ER CITY Ou FT. FROM EDGE OF PIT LID AND RIBS Oi RENTOM SPEC...CATIp.S tt C" AD'9END LINO) _\ PLATE COVER. ORTSID' DIMENSIONS 4- 8'X> -0', 9" I' END (MIT x u -- INSTALL IN TEST 6%4 OR 3- GATE KIND (RxR) HAND S1EM MTH HAND KNEEL M SMM d o PIXt7 A 2x2` BRAS NIPPLE WITH 1 3" MIN, 0 12' _ 7-0' y / A 2 ROSILIEN INSULATED ENCLOSURI LADDER ERIN SEATED BRASS GATE VALVE AND 2" P "_UG j a" flxM. P➢PPTOR "HOT 4 fLWJ AUN'IVR i 3/$" X 4" ANCHOR - 10 BVIylx4 -� BOLTS PER MANUFACTURER - 3" MIN. CONCRETE SLAB z UNION FINISHED GRADE 2' •, DR INOT MIN. BOX" OR EQUAL CENTER BACKFLOV/ PRE \'E \TER IN ENCLOSURE --I '{ �'�- 3•' MIN. FINISHED I) GRADE 6" MINIMUM 1 D SLEEVE FREE DRAINING (TYP,) GRAVEL z S CONNECT TO n WATER METER IMMED'ATELY ADJACENT TO \ RIBA FLOW - INSTALLED Of APPD. TO OWNERS ELECTRICAL PANEL. FRONT VIEW MATERIAL PER UPC DIRECT BURIAL OR IN RICID -METER SIDE (SIZE AS RED.) CONDUIT PER ELECTRICAL SIDE VIEW PERMIT RECUIREMENTS. NOTES: 1. ALL REDUCED PRESSURE BACKFLOW ASSEMBLIES (RPSA's) MUST BE LISTED ON _ATEST 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 SACKFLOW 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 UTIL:_y CROSS CONNECTION CONTROL SPECIALSIT, FAX NO 425- 430 -7241 4 DRAIN SHALL BE SIZED IN ACCORDANCE WITH AGWA GROSS CONNECTION CONTROL MANUAL STANDARDS 3" DRAIN FOR 1' OR SMAI.L.FR RPBA'B, 4" DRAIN FOR 1.5" TO 2" RPSA's, 6" FOR 3" RPRA's, 5, RPBA AND ENCLOSURE SHALL BE LOCATED ON PRIVATE PROPERTY AND AS NEAR AS POSSIBLE TO THE WATER METER. PUBLIC WORKS REDUCED PRESSURE BACKFLOW I SM. PLAN - 350.2 DEPARTMENT ASSEMBLY IN HOT BOX MARCH 2010 REGISER SHALL BE TOUCH READ PIT LID 4" POST IxpMniOR VALVE ST6 COLLAR U CR -PL) AND 3E NIELLIGENT COMMUNICATION PAINTED BLUE tiiPNUARO P' ME SIOMD, KATH MCOOCR TYPO (ICE). METER MUST READ IN �(MJxRJ) _ 2 -3 /P, SHAD HLE RODS 'ER CITY Ou FT. FROM EDGE OF PIT LID AND RIBS Oi RENTOM SPEC...CATIp.S PRECAST CONCRETE VAULT WITH 2 3'13' HINGED C" AD'9END LINO) _\ PLATE COVER. ORTSID' DIMENSIONS 4- 8'X> -0', 9" I' END (MIT T C.. OR VAULT W ECU(ETON. TO PIPE INC, UMITY VACORS) IMMUR GO A- 13X0 -JD, -- INSTALL IN TEST 6%4 OR 3- GATE KIND (RxR) HAND S1EM MTH HAND KNEEL M SMM ME (..IN) 13 tF 4' O.I. PIXt7 A 2x2` BRAS NIPPLE WITH i GPIE VALVE (ftMIJ) 0 12' _ 7-0' y / A 2 ROSILIEN LADDER ERIN SEATED BRASS GATE VALVE AND 2" P "_UG j a" flxM. P➢PPTOR '� SUPPORT BARS PEE MIA 4 fLWJ AUN'IVR - 10 BVIylx4 -� BDR1'1:lEA BUILD w' CITY OF AS NOTED NoRaaxra wn ,°°' 1Mi 004 EMINE DESIGNEE KELLY RENTON '� TDS LINE IxLn DATUM Q°' p• MASON A *I -� Planning /Building /Public Works Dept. ff ND dE BKN NO. REVISION BY DATE APPR SCALE �m1MOLT ARTNMA 4' TEE 1MJdl) 4' ME FRO ME. CAST IRON VALVE BOX, ST6 COLLAR U EgIP1 TO IX.VM %C FOUNDRY CO. TOUCH READ PIT PD SENSOR MOUNTED ON tiiPNUARO P' ME SIOMD, KATH STEEL PLATE COYER THROUGH T CIA, REGULAR BASE SEDITION LENGTH TO I DRILLED HOLE IN COVER LOCATE HOLE 2' VA_'M NUT EXTENSION E REWIRED FROM EDGE OF PIT LID AND RIBS (DEC BR46RAGE BO90) PRECAST CONCRETE VAULT WITH 2 3'13' HINGED STEEL PLATE COVER. ORTSID' DIMENSIONS 4- 8'X> -0', HLRVJ) EQUAL TO T C.. OR VAULT W ECU(ETON. TO PIPE INC, UMITY VACORS) IMMUR GO A- 13X0 -JD, 61 L 2 3'x3 DIAMOND PLATE �...d TD eJUI -- 6%4 OR 3- GATE KIND (RxR) HAND S1EM MTH HAND KNEEL M SMM E00AL IN 0 -6. GO.. TO 1. 6' OR i' IF-IMEI CEMENT LINED / 12' 6",4' OR 3' COMPOUND SAME METER (FL) -' / EQUAL 10 DQMJ5 $IN CGxFGUNO METER W1iH MMONREAO MID) IC REGISI -R & SENSOR WIN 4 ANDEL FISH RECOOTON (100 CUBIC gDJJSTABLZ S1EEL FEET RESStUR, TOR J METER. HEUUCE AI PIPE SUPPORT METER MW 4'X3' PLP`L COMENTRC STANCHION BOLTED REWC R. TO ROOS GENERAL NOTES, ALL MET RS AND BACHFLOW PREVENTION DEVICE COMBINATIONS ARE NOT SHOW.NN OR INCLUDED IN THE STANDARD DETAIL DRAW,NCS. IF YONA PARTICULAR CCMBIIATON IS NOT SHOWN, AN APPROVED ORANING WILL BE REQUIREO BY TIfE URPTY ENGINEERING DEPT. FOR ITS INSTALLATION, THE PRINCIPAL REQUIREMENTS REGARDING VAULT SIZING ARE THE LENGTH OF FITTINGS OR THEIR CLEARANCE FROM THE VAULT WALLS, (WHICH CLEARANCE SHALL BE A MINIMUM OF 12' FROM THE ENDS AND THE SIDE CLEARANCE SHOULD BE AS TYPICALLY SHOWN ON THE VARIOUS STANDARD DETAILS) NOTE: DEADMAN BLOCK SHALL BE DESIGNED AND 114STALLED SO IT 'EARS AGAINST SJFFICMNT UNTSTURSEO EARTH SO AS TO SUPPORT THE DESIGNED THRUST. r OEADNAN FS.. j 6' lEE J REWIRED 'MM ((R) SHACKLING W ME ION STEEL PLATE FRO ME. CAST IRON VALVE BOX, 11REVGII 2' d EgIP1 TO IX.VM %C FOUNDRY CO. Hq.E IN COVER tiiPNUARO P' ME SIOMD, KATH REGULAR BASE SEDITION LENGTH TO I VA_'M NUT EXTENSION E REWIRED (DEC BR46RAGE BO90) e" 4' OR 3" GATE VII HLRVJ) EQUAL TO IMMUR GO A- 13X0 -JD, 'EL... �...d TD eJUI -- OR IMP M CEMENT LIKED DUCTILE IRON PIPE GLASS 52 LENOM TO .1 PUBLIC WORKS 3 ", 4" & 6" COMPOUND DOMESTIC STD" PLAN - 920.4 DEPARTMENT WATER METER ASSEMBLY MARCH 2010 7/2 y Civil Engineers F VY1 §44 Ty�11y't �Z Structural En ineers W , tt S. g gg .r t. *�e�'A�j Landscape Anchitects re ` r � 'c8 NF i +« I cs qA3 rqy� Community Planners �` ") Land Surveyors r ° Neighbors , A�^ NOTICE TACOMA - SEATTLE • g ,� �„q, s 2215 North 30th Street, Suite 300, Tacoma, WA 98403 '"oi.awl°sEN"n°.T,°la"DmeeRTs 253.383.2422 TEL M.Y PoT 1K P.TIFtFLglim N 11E 11AE aOtA ,M°NNOTroNtl®RAMAREMmGR 1200 Sixth Avenue, Suite 1620, Seattle, WA 98101 wxR1Im TUT PMFCfmsw ""o11m NmBn. 206.2672425 TEL IWIS EARLY CHILDHOOD LEARNING CENTER 6 -22 -2012 RENTON SCHOOL DISTRICT SANITARY SEWER AND WATER DETAILS C$.4B SHEET. 50 .52 �- - 66400 4 W W a � z 2 z LLJ tli J 8 c3 J J CC W A PORTION OF SEC. 4, TWP. 23 N, ROE. E., W.M., KING COtINTY WASHINGTON MATCH LIKE a SEE C1.51 —� psi" i j, IN ilk w v v ;, � / CVENFLOp ./�- i+ 9 s'P-�_,,,'`r... _ 9t --� ]-- AND I&tER fYN INCLU51 _. lu r n � w, . i.,...✓- ^ .. N � OF if x .. u ` ,�✓+''��,@,, a �..� �..� �'-f�,� dP STA 12+46.M, 10.&P Li$Y. 1-Ifor 1ERI M. Mn (FL) Sic 12+E0.09. 9,08' a (E im ST') 4 C. mA Tm tom) 1-12`d7 >E€ to rU i ` / r ELANDS (0.) 2-12• cA1E vu�s tom) �i PL y . ' '�,� §`✓ >. Ik"R WJ31P t COOT CONCAEIE MST BLOBOG I -IV TE GAYALS£ tFlaM� �SUN \,... ..j Ml MRlST BL.OatlNG C2fl F(q CONNECT TO EIOSiklC SWMDNOt ..e ✓. 511EEi R2RFOYElIENiS � SIX 13+109y 1000 PRM AIR/VAC RELEASE AT IApI T ' "LV fO+W 11+00 12+00 13+00 IN NE 16TH STREET PROFILE SCW,E: RNMNTAL 1' = 20 KRV& I• - 57 RECORD[ .,ro As rvOxED ., ph3A CITY OF .-" RENTON - - - 4 4 - 1W x wn DATUM ' S AOOENOUM NJS - OG °mm0, NAsON •�-- ��� Planning/BuilNieg/Pubic Works Deft. ,„ REtOSK)N 9Y DATE APPR •+�. timN TM0'Wp°"''` GENERAL NOTESt N N CV to oc S=364007 oc W=3b4019 xmws TACOMA SEATTLE r .0 2215NOM30fNStrae#Suft=.Tao ,WAS '® 253.383.2622 > 12W SIxt Avwue, Suile IBM, 9ealke, WA 98101 WING SET "°"' aa.25TZA2s >k1 _ EARLY CHILDHOOD LEARNING CENTER 4.9.2016 RENTON SCHOOL DISTRICT OFFSITE WATER PLAN AND PROFILE C2,21 p 6: w- 3ipvo19