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HomeMy WebLinkAboutzW-3973SetON O� M M nl nl N No I- 0 0 0 CL NO, Iq 0 0 A o, 2f85.22, 9.00' RT 6" CLEANOUT i � 1N6" CAP M✓ 388.22R/M 385.-3� / 15 PUBL/C WATER �, ( ) EASEMENT TOP NUT EL 384.49 (AB) 384.22 6" IE I-8LOWOFF ASSEMBL Y CONC. BLOCK/NG i " Wy & PR (TYP�� 4"x6" REDUCER ((A 8) PVC AB - - �- - u- � STD. PLAN NO.340.5) 2LF 4 I( ) 6 CLEANOUT 22 1/2 VER77CAL END AB) I ^� I - - Cl ° -- - 6" lE I r 384.50 ° �: ��- RIP E �, Q,e�� , 45' R77CALVC (AB) 6 CLEA OUT 1 P \ 388.08R/ 38 o a° A < BEND (AB) �A-6�� CLEANOUT 2' DEEP WITH 4x6 \ 388 08 6i IF -44 66 / � ,. � RIM 390.18 REDUCER (AB) \ 2 pEq (A8)/ / �2 1/2 VERTICAL r ° I 6" D.l. WA R MAIN 6 /E �� 388.12 a ,< 6" C EANQ� T I i B ND (AB) > . ; : 4° 27LF 6" PVC 17R1M 1 --- I Q. " • 4 -fr CLEANOUT \ MJ 7 6 /E / I a BEND (AB) 29 M/N. TYP.) RIM 389.22 \ \ 6" C'LEA` OUT / AF 4 / PVC ( y "ELF 6 6 /E 3:5�8 387.22 2' DEEP WITH 4x6 \ .50R/M I °4 PVC (AB) 50 6" IE REDUCER (AB) \ I ti" i o i „ \ / x6 IR01A (AB) I . 1 I 6 CLEANOUT RIM 388-6.9 389.17 6"/ SCAL 1" 20 ° °� ----- �'` 6ANOUT7 E. _ \ Ol j'' CL ANO 17L PVC 0 co $ 1 1 \ RIM 9- 389.15 \ 815 /M 2�' TYP �� o ; ° j `� 6-1 �¢ 38J 15 I 0 10 20 40 \ JWE 15 " /E a ;a / 4" CLEANOUT 3' DEEP WITH 4x6 REDUCER (AB) \ \ 5' D (wB) I I. RlM 389.63 2LF 4" PVC (AB) d a o --- 6" lE �84 383.63 oF9s� \ 4"-6-� CLEA OUT ) I --- ° ° L- 1: 45• VERTICAL -- - 1 _ _ „ BEND AB 1 6 CLEANOUT I \ �IF 388." R/M 388.-34 388.90 I386.19 6 I 4LF 4 PVC (AB) �i cy \ I 1 I o I 6" lE4&1-�'� 382.90 yT�T,o� 2 �EEP B) I / 4 "fir" CLEANOUT 3' DEEP N9TH 46 F' R/M 389.82 REDUCER (AB) Ia 6 " IE BF� 386. 82 �c �< \ � / / I I i ; e :. i ' ' a i 1-b57.11, 9.�00' RT 6.. I 1 . II •� I ----- --- ---- 1 >^-8"x6" TEE (FL) „ ---- - ------ I �a 1. < ' TO EL 38 _ o0 9Q so \ 6 CLEANOUT l 1 I I I a h P NUT 2.27 AB j p e L.�'j• I I ( / QJ Goo \ \ 388.16R/M f� ' � � l � ., .. i. I ° a I / I 1N8" ADAPTOR (FLXUJ) \ 383.16 6 /E/ 1N6" GATE VAL VE (FLxM✓) \ 5 DEEP AB J22 1/2' I VER77CAL ; i o TOP NUT EL 382.47 (AB) 4"-6� CLEANOT BEND (AB) 1 �4LF 4" PVC (AB) - 5 LF 6" DI ® 388. 65R, M 4849 9- � 1 V R A ( � \ FIRE HYDRANT ASSEMBL Y 386.65 6 If 384 IL BENQ (AB _ _ Ji 1N8'x6 REDUCER (FLxFL) 2 DEEP (ABB) 2LF 4" PVC (AB) OC 2LF 4" PIS >N6 GATE VALVE (FLxM✓) EX/STING >6 \ " U' �,' ® BOTTOM OF FLANGE EL 386.77 (AB) TRANSMISSION LINE 4 x6 REDUCER (AB)� ' r '5 DEEP (AB) s � - 16 PVC CONC. BL OCK/NG \ / LEE] FIRE HYDRANT ASSEMBL Y » CLEAN T I EXISTING 8 \ 0� _ o IN LANDSCAPED AREA \ \ I sr DED/CA 110 \ ➢ ® M 38805 \ I _ RIM J87.03 MB) \ \ SDMH #8010, TYPE II - RIM EL=372.16 8"CMP(N)IE-367.98 18" CONC(E)IE=367.84 12"CMP(S)IE=367.01 24" CONC(W)IE=366.49 HYD-S-00260 390 370 360 CORE JOB NO. 16114T w / C3 #8011, TYPE I w w RIM EL=372.3rJ 8"CMP(S)IE�369.85 / s s < MF 6" P J. \8 DEEP (AB) :;:""`. """.I ": '.....: HANNEL=368.9� IN :.`:.r. NW, OUT w - w \ 377.0�� w \ / w w / 4:::` w :` :.. t 5f 00 - 1f 11.00, 7.60' RT 1N12"x8" TAPPING TEE (FL) I-8" TAPPING VA VE (FLxM✓) CONC. BLOCK/NG ® SEWER MAIN S-03 SS / 15Lf 6" PVC / EX/ G METER TO BE/ / SSVH #8056 w 0° AWYAS) US D lRR/GATION. W RI 41 EL=397.46 W COIN ECT TO EX. SEWE�MA/N #�/ W W C R CHANNEL=390.50 L CA ON. 8, YPE / �" W, OUT RIM EL= 03 w w w w) / w w 8CMP(SE=389.40 l 7fOO oo sf- - �- PAVEMENT RESTORATION o CB #8019, TYPE I SOUTH PUGET DRIVE AREA PER STD. PLAN RIM EL=392.82 (PUBLIC RIGHT OF WAY) H032-1 8"CMP(N)IE-387.33 18" CONC(S)IE=386.76 18"CONC(W)IE=386.52 400 f HYD-S--00259 390 370 360 LEGEND 390 1+00 1+50 2+00 2+50 3+00 3+25 EX. SURFACE TEXT EX. CONTOUR MA✓R EX. CONTOUR M/NR PROP. SURFACE TEXT PROP. CONTOUR MA✓R PROP. CONTOUR M/NR HYD-S-00258 STANDARD UTILITYNOTES GENERAL 1. ANY DEV/A TONS REGARDING THE WA TER AND SEWER IMPROVEMENTS SHALL BE SUBMITTED TO THE C/TY OF RENTON, UTILITY DIWS/ON ENGINEER FOR APPROVAL PR/OR TO IMPLEMENTATION /N THE FIELD. 2. ALL WORK AND MA TER/ALS SHALL CONFORM TO THE STANDARD SPEC/F/CA7IONS AND DETAILS OF THE C/TY OF RENTON. WATER AND SEWER SPEC/F/CATIONS AND DETAILS SHALL BE THE SPEC/F/CA77ONS AND DETA/LS /N EFFECT ON THE DATE OF APPROVAL OF THESE CONSTRUCTION DRAWINGS. 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL EXISTING UNDER- GROUND UT/L/T/ES. CALL UNDERGROUND LOCATE SERVICE, 1-800-424-5555 FOR UTILITY MARK/NG. 4. NO WORK SHALL COMMENCE PR/OR TO A PRE -CONSTRUCTION CONFERENCE AT THE CITY OF RENTON. 5. COORDINATE W/TH LANDSCAPING /MPROI/EMENTS. NO TREES SHALL SE PLANTED W/TH/N 8 FEET OF WATER OR SEWER IMPROVEMENTS. WA TER 1. ALL FIRE HYDRANTS SHALL BE COVERED WITH A BURLAP SACK UNTIL THE WATER SYSTEM HAS BEEN PLACED INTO SERVICE. 2. F/RE HYDRANTS SHALL BE EQUIPPED WITH 5" LOCKING STORZ CONNECTORS. 3 EACH UNIT SHALL HA VE A MIN/MUM OF A I" DOMESTIC WA TER L/NE. 4. THERE /S A 15' PUBLIC WA TER EASEMENT AROUND WA TER MAIN AND FROM THE WA TER MAIN TO AND AROUND THE WA TER METERS. SEWER 1. SIDE SEWERS SHALL HA VE A MIN/MUM SLOPE OF 29 2. NEW SANITARY SEWER MAINS SHALL BE PLUGGED AND NOT PUT INTO SERVICE UNTIL LINES HA VE BEEN CLEANED, FLUSHED AND TESTED. W-397302 S-397302 CONSTRUCTION RECORD DRAWING ygIDEKO �•oF'wAsy�� CIVIL ENGINEERING LANDSCAPE ARCHITECTURE Z• PLANNING • 41846 � DESIGN SURVEYING �oAFss ONAL �NG\��� 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 17-IZ-1� IN COMPLIANCE WITH CITY OF RENTON STANDARDS SURVEYED: DAP SCALE' VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM . CITY OF • RENTON Planning/Building/Public Works Dept. SANITARY SEWER AND WA TER PLAN AND PROFILE UAI 2017 DESIGNED: i/MG FIE BOOK: PAGE. °""W"(;%R) SES ONE INCH DRAWING N0: C5 01 CHECKED: MAU AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY NO. REVISION BY DATE AP P R APPROVED: SHY SHEET: f2 OF. 22 RECESSED 4cl In Srnle LIFT POCKET,tAl1E O._ 3JA" LETTRING "SEWAFR"'-rl. a Sf'NER (2) BOLT 50' (ALLEN IEA0, 5%a" - 11 x 1.5 STAINLESS I� j= C $TEE. jj 3FF. PA4T #(1!981177 ` l7­1 -- I ,f`• _ass ,6 \-SAND OR ?�3PH+�.L_FX13AN DAIRC ?r H ` Fonu . 1 Ti 2-1/430.T GCTAIL 45' (1 /61 KT'1C CAYT IRON RING AND CQVI=R LL 4) J� 45' 13CMD PIPE MA'ERI AL AS SPECIF F0 BY TIIE ENIGNCER NV �5- 1. 8' AND G' CLEAN-CUT RINGS AND CO%CRS ON SEOER MAINS SHALL & LAST _XCWbhu II:C(. 1i1LWKS, INC_ No. 3698 (PRODUCT No. (Ti)z49903) Cfl APPRUVL,) LOI.AL CLLAN OUT 51HALL BE A 14ATER TIGHT ASSEMBLY 2. IN UNIMPROKD AREAS, POUR A 1--D` 1HICK, 2'- V SQUARE CCNCRETE, CLASS 30DD, PAD AROUND 11F RIN-O A40 C6yER. STD. PLAN - 403.1 PUBLIC WORKS 8` OR 6" CLEANOUT OEPARTMEW FOR SANITARY SEWER MAIN _, , FX SFMIFR AlakiM __-5ML OJ24TH h5 SELULLI 8" SCW 9i ST1.9E S, 5E 15ER L4 M TEE 9 11" TEE } 7 r CBUPLk1; rr -------- r-------7 --- E_ r DE14 A$ IdgJm S TIND SANIJAitl 91 ER N.iIY _ w nor unL. FLW ^Pf40J_- LNE,-_---- f I_8,. _ �1 FUrWE 4' WDF SMTI - oc- =:A 2"1I A" STUD MA*9140 POST PARTED I 6'• LAP1 %H17E 07H 7HE WCR] 'SEIAER* KIMCII.FD 14 3' HIGH 13LACX Ls-iTETii A14D 413 NRE %TbOWPID AK,UJND T}tE STM M1r13 EIO TW W)FD Trr 'HE TGP OF THT_ STUD. I I 1:'YA'1I6" SLRFKF mrmarr onH P07 WIN FdAG AND DaYER (CAST imDAN 1;IP4 NGRKS PWJLJCI HD, D=75Q2 OR 'PPRMrZ EQUAL, 9'ES:IFY 'Iemm' ON jo} (ME YD. 'LkN 40.1 MR INST.ILL41-10%,' API EAGLE THREW-2 CLEAN-0JT A36P1E]R As At Pwq (1A AFPRGVLD SDJAL) FU'%$W 4' SDE SEWER �Jr ems" &CWFR s-Ee I-Irke7Bs• WfE FUTURE 011w i" HLUUCA Im `gNIER WAN 9IE X G" ME IS�`A915 7f3Q�" RLIF£a fLY3 `S]E �� 1 A VITRITIED CI AY Nk<N - T:4 I IN A 4LW P'oC 'SEE' U5hC 'SRONG- I?ACk' F_E08tZ ti 0~4GS {�ER%Ica m hPFROVED EQLSAL). 9, CC14CFEM YAIY CUT H A NC11' PVC '•IS` USiNL 'STRna-BATCH'" FLEmaLE COUPLINGS (Irrom . On ,kPF1Rc*D EO'JAL) C. PVC & Q9010 PVG STAIN - CUT IN NEW M (05114G 14100 COUPON0 Oil C171aE-•Ardl LET! Vni A R04AC SAJ7CLL MR APPROVED SOUNJ 3, O6-Cz11.E IRCM WAIN CORE-I)MLEEO "T'I A rMWAC SMDL-E (OR a',1~D '4UAI E-. WAHHq-F CLTSNEE-I[w - ALL CO1AECPON$ TO IAAHlIDL:S '94hLL B: AT idAHJFACTURFD KNwx-17JTR OH THC 3R9l,1Cw"L 511ALL DC OCR=-nRILLED. �yA 3000 P,% NIXliq OGHCTt�IL � � - r_�_¢_�`-_ _ _oi MIN. 5LD 5" 1 iE 7 j �.. � 1l]i .`.EISLR m 4 N kiJUN S11.ItK A' a+v€E# �� u:D ns rrwrer 5raca NQ.Tr.- LAKESS OPIERKISE am" ON PI-AFIL SIOE SEWER SHxt t•AVF A MImI111,I1d t.N WyEJ; r' MWkElwTT LINE DR ]-n' I-OIIFR TM14 174E LOWEST HQU5L. ELLVAI", WHCHEWR IS LUA-71. STAN DARO SIDE SEVER SM. PLAN - 40.1 aUBUC WORKS I N STALLATION � �] DEPARTMENT ENT J L {SEINER MAIN TO PROPERTY LINES O O N Q h CORE JOB NO. 16114T EXISTING WATER LINE TESTING DETAIL t8 FT PLAN VIEW NEW WATER LINE VERTICAL CROSS(MJxFL) FOR POLYPIGGING ONE BLIND FLANGE ON TOP WITH 2"TAP & 2"PLUG ONE BLIND FLANGE ON BOTTOM ONE (MJ) PLUG WITH 2" TAP & 2" TEMPORARY BLOW -OFF TEMPORARY BLOCK CUT -IN (BY CITY FORCES) TEE (FLxFL) W/ CONC. BLOCK 1- GATE VALVES (FLxMJ) 2- SOLID SLEEVES (MJ) OR RO-MAC COUPLINGS 1- PLUG (MJ) W/2"TAP & TEMP. BLOW -OFF TEMP. BLOCK EXISTING WATER LINE EXISTING WATER LINE FINAL CONNECTION DETAIL AFTER ALL TESTING, CLEANING BY POLYPIG, AND DISINFECTION, REMOVE TEMP. BLOCK & BLOW -OFF & CONNECT WITH SLEEVE (MJ) & D.I. SPOOLS FINAL CONNECTION BY CITY FORCES EXISTING WATER LINE Y STD. PLAN - 300.2 + MD+ PUBLIC WORKS CONNECTION TO WATER MAIN CUT o� DEPARTMENT IN -LINE TEE & ONE VALVE MARCH 2O10 a a 11-1/4' BEND 22-1/2' BEND 45' BEND CAP TEE 90' BEND 10 THRUST BLOCK BEARING AREA IN SQUARE FEET (SEE NOTES) FOR HORIZONTAL AND DOWNWARD VERTICAL BENDS SOIL FIRSILTY SAND M SILT FIRM 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" 7.0 4.2 4.2 1.7 2.9 2.1 2.1 1.0 2.2 1.6 1.6 1.0 6" 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 16.7 6.7 11.7 8.4 1 8.4 3.4 8.8 6.3 6.3 2.5 12" 53.0 37.5 37.5 15.0 26.5 18.8 1 18.8 7.5 20.0 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' iRUST BLOCK BEARING REA REFERS TO THE 4CE OF BLOCK MEASURED 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 • { PUBLIC WORKS + �•` + DEPARTMENT HORIZONTAL AND DOWNWARD VERTICAL BENDS MARCH 2O10 TEMPORARY 2" GALVANIZED PIPE AND 2" GATE VALVE FINISHED GRADE ELEVATION INSTALL 2" PLUG ON TOP BLIND FLANGE AFTER REMOVAL OF POLYPIG 3 FT MIN. COVER (10-INCH DIAMETER AND UNDER) 4 FT MIN. COVER (12-INCH DIAMETER AND OVER) a 4,7 1 NEW WATER MAIN POLYPIG VERTICAL CROSS FOR POLYPIGGING STATION: SIZE OF VERTICAL CROSS SHALL BE THE SAME AS SIZE OF MAIN LINE VERTICAL CROSS (MJ X FL) ONE BLIND FLANGE ON TOP OF CROSS WITH 2" TAP & 2" TEMPORARY BLOW -OFF ASSEMBLY (REMOVE BLOW -OFF ASSEMBLY AND INSTALL 2" PLUG AFTER REMOVAL OF CLEANING "POLY -PIG") ONE BLIND FLANGE ON BOTTOM OF CROSS ONE PLUG (MJ) ON END OF CROSS CONCRETE BLOCKING ALL DEBRIS AND POLYPIGS SHALL BE REMOVED FROM SUMP OF VERTICAL CROSS BEFORE DISINFECTION OF NEW WATER MAIN �Y STD. PLAN - 300.6 + PUBLIC WORKS POLY PIG STATION FOR CLEANING OF �N fob DEPARTMENT WATER MAINS MARCH 2O10 INSIDE HOUSE PREFERRED CONFIGURATION �a� 5 0 v 3 10 8 10 4 2 FLOW 1 ADJACENT TO WATER METER PROPERTY LINE SAWDUST 5 6 9 5 FILL 24" MIN .7 7 7 6" 1 FROM 6" WATER METER 1 10 310 8 10 4 I O FLOW 2 FOR 3/4" AND 1" SERVICE (3/4" SHOWN) # ITEM AMT 1 90' GALVANIZED STEEL ELBOW 4 EA. 2 3/4" PACKING JOINT COUPLING W/MALE IRON PIPE 2 EA. THREAD FOR COPPER PIPE SERVICE: FORD C84-33 OR EQUIVALENT FOR GALVANIZED PIPE SERVICE:FORD C85-33 OR EQUIVALENT 3 PRESSURE REDUCING VALVE W/STRAINER - 3/4" 1 EA. WITH UNION COUPLINGS AT INLET AND OUTLET, WILKINS 600 SERIES OR EQUAL (WITH INTERNAL BYPASS AND STRAINER) 4 3/4" CLOSE UNION - BRASS (M X F) 1 EA. 5 3/4" BRASS VALVE VARIABLE 6 12" STANDARD METER BOX W/SOLID COVER 1 EA. CONCRETE: 17 1/4 X 28 5/8 INSIDE DIMENSIONS, EQUAL TO FOG TITE METER SEAL CO. +2 PLASTIC: 13 X 24 j INSIDE DIMENSIONS, EQUAL TO BROOKS METER BOX 7 3/4" GALVANIZED STEEL PIPE, THREADED, LENGTH AS VARIABLE REQUIRED 8 3/4" X 1/4" X 3/4" STD. BRASS TEE 1 EA. 9 1/4" PETCOCK (M X F) 1 EA. 10 3/4" BRASS NIPPLE VARIABLE FUNCTION THE FUNCTION OF A PRESSURE REDUCING VALVE IS TO REDUCE HIGH-WATER PRESSURES IN THE SERVICE CONNECTION TO AN ACCEPTABLE RANGE OF 55 TO 75 PSI INSTALLATION OF A PRESSURE REDUCING VALVE IS REQUIRED WHERE THE SERVICE CONNECTION PRESSURE EXCEEDS 80 POUNDS PER SQUARE INCH IN ACCORDANCE TO THE UNIFORM PLUMBING CODE. THE PRESSURE REDUCING VALVE SHALL BE LOCATED ON THE CUSTOMER'S PROPERTY "DOWNSTREAM" OF THE METER BOX. RESPONSIBILITY FOR PROPER INSTALLATION, OPERATION, AND MAINTENANCE OF THE VALVE SHALL BE ASSUMED BY THE CUSTOMER. THREE POSSIBLE CONFIGURATIONS FOR INSTALLATION OF THE VALVE ARE SHOWN ABOVE. A BUILDING DEPARTMENT PLUMBING PERMIT IS REQUIRED PRIOR TO INSTALLATION STD. PLAN - 340.5 + + PUBLIC WORKS 3/4" & V INDIVIDUAL PRESSURE REDUCING o� DEPARTMENT VALVE ASSEMBLY MARCH 2O10 13"x24" PLASTIC METER BOX EQUAL TO MID -STATES PLASTIC, INC. BCF SERIES MSBCF 1324-18 WITH 1.75" THICK DUCTILE RON DIAMOND PLATE COVER EQUAL TO MID -STATES PLASTICS, NC. MSCBC-1324-R WITH READER LID AND 2" DRILLED HOLE FOR TOUCHREAD PIT LID (SEE DETAIL A -A) 9" MIN FINISH GRADE 12" MA: gaw 0 36" MIN COVER N M 22 CIT PIPI ? I IN UNIMPROVED RIGHT OF f WAY INSTALL METER BOX AT >' PROPERTY LINE WITH 12" W' LONG COPPER TAILPIECE.CL w' 0 I SIDEWALK 001 TOUCHREAD WATER METER TO BE ,-JI PRIVATE PIPING SUPPLIED BY THE 12 z a FCITY TYPE "K" SOFT o 0 COPPER TUBING 04 ") NEW DUCTILE IRON WATERMAIN IF SERVICE LINE TO HOUSE IS TO BE INSTALLED IN THE FUTURE INSTALL FORD C14-33 OR 44 FIPT x COMPRESSION COUPLING LOOP DOWN TO CENTERLINE OF WATER MAIN TO PROVIDE SLACK IN COPPER COPPERSETTER FOR 5/8"x3/4" METER: FORD SERVICE LINE TO METER. VBH72-15W-44-33G, OR McDONALD BRASS: 21-215WC0033, OR MUELLER: 3/4-B-2470-2 WITH ANGLE BALL VALVE ON INLET AND SINGLE CHECK VALVE ON OUTLET CORPORATION STOP WITH BALL VALVE. FORD COPPERSETTER FOR 1" METER: FORD VBH72-15W-44-44G, OR TAPERED THREAD (CC). QUICK JOINT McDONALD BRASS: 21-415WC5Q44, OR MUELLER: 1-B-2470-2 (3/4" FB1000-3-Q) OR AY MCDONALD 4701B BOTH INLET AND OUTLET WITH QUICK JOINT. PADLOCK WINGS ON (1" FB1000-4-Q) OR AY MCDONALD 4701E INLET ANGLE BALL VALVE AND SINGLE CHECK VALVE ON OUTLET. ALL FITTINGS SHALL BE WITH QUICK JOINT. NOTE: ALL METER BOXES INSTALLED WITHIN CONCRETE OR PAVED DRIVEWAYS SHALL BE CAST-IRON EQUAL TO OLYMPIC FOUNDARY. EXPANSION JOINTS MUSH BE INSTALLED ON BOTH SIDES OF METER BOX. A- DRILL 2" DIA. HOLE FOR AMR (AUTOMATIC METER READ) TOUCHREAD DEVICE 2-1/2" MIN. FROM NEAREST F_ AND FRONT EDGE OF PIT LID TYPICAL RIB NOTE: THE CENTER OF THE HOLE MUST BE AT LEAST 1" FROM UNDERNEATH RIBS UNLESS THE RIB SPACING ALLOWS THE NUT TO TIGHTEN AGAINST THE OPEN SIDE OF MORE THAN ONE RIB. r 3/4" OR 1" GALVANIZED PLUG 3/ STD. PLAN - 320.1 t 4" AND 1" WATER SERVICE + �+ PUBLIC WORKS o� DEPARTMENT NOVEMB]ER 2009 W-397303 S-397303 CONSTRUCTION RECORD DRAWING 1 �LIDEK0 r of WAs/X; 9 CIVIL ENGINEERING o.on LANDSCAPE ARCHITECTURE PLANNING off•, �F 411846 �. �zw� DESIGN SURVEYING 0A •• G/STV\k ��� FSS�ONAL ENS\ 12100 NE 195th St, Suite 300 Bothell, Washington 98017 425.885.7877 11-IZ-1� IN COMPLIANCE WITH CITY OF RENTON STANDARDS SURVEYED: DAP SCALE. VERTICAL NAVD 1988 HHORIZONTALNAD 1983/1991 DATU M • CITY OF ; 'RI OPAGE: Planning/Building/Public Works Dept. SANITARY SEW�'R AND WA TAR DETAILS DATE: 2017DBOOK: DESIGNED: WG, FlELSEPT. °R`W"SES ONE ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY N0: C5 31 CHECKED: MAY NO. REVISION BY DATE AP P R APPROVED: SHY SHEET, 13 OF: 22 V` C) 1 WATER GENERAL NOTES 1 1) ALL WORK AND MATERIALS SHALL BE /N ACCORDANCE WITH THE DEVELOPER EXTENSION AGREEMENT, THE Q STANDARD SPEC/F/CA DONS AND THE STANDARD DETAILS OF THE CITY OF RENTON. Uj UPLITY LOCATES : 2) THE APPROXIMATE LOCATONS OF EXISPNG UPLIPES ARE SHOWN ON PLANS AND PROFILES FOR CONVENIENCE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICAPON OF UPLITY LOCATONS SHOWN AND FOR DISCOVERY OF POSSIBLE ADD/PONAL UPLIPES NOT SHOWN ON PLANS. 3) IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO HAVE LOCATED,BY APPROPRIATE UPLITY DISTRICTS OR COMPANIES, ALL UNDERGROUND UPLITIES PR/OR TO BEGINNING CONSTRUCPON. 4) FOR UPLITY LOCATES /N K/NG COUNTY, CALL 1-800-424-5555 PR/OR TO DIGGING. PERMITS : 5) THE DEVELOPER /S RESPONSIBLE FOR OBTAINING ALL REGULATORY PERMITS EXCEPT THE RIGHT-OF-WAY PERMIT, WHICH THE CITY OF RENTON OBTAINS. 6) ALL WORK /N RIGHTS -OF -WAY SHALL BE /N ACCORDANCE W/TH THE REQUIREMENTS OF THE PERM/TT/NG AGENCY. PRE -CON : 7) A PRE-CONSIRUCPON CONFERENCE SHALL BE HELD AT THE CITY OF RENTON PR/OR TO THE START OF CONSTRUCPON. DISTRICT STAFF W/LL NOPFY THE APPROPRIATE AGENCIES OR REPRESENTA77VES. SURVEYING 8) PR/OR TO CONSIRUCPNG ANY WATER MAINS, THE STREET CENTERLINES OF THE DEVELOPMENT, CENTER OF CUL-DE--SACS, ALL WATERLINE EASEMENTS AND ALL LOT CORNERS SHALL BE STAKED. THE MAX/MUM STA PONING INTERVAL WILL BE 50 FEET WITH THE STA PON NUMBER ON EACH STAKE. SEWER GENERAL NOTES 1) ALL WORK AND MATERIALS SHALL BE /N ACCORDANCE WITH THE DEVELOPER EXTENSION AGREEMENT, THE STANDARD SPEC/F/CAPONS, STANDARD DETAILS OF THE CITY OF RENTON. UPLITY LOCATES : 2) THE APPROX/MATE LOCATONS OF EXISPNG UPL/T/ES ARE SHOWN ON PLANS AND PROFILES FOR CONVENIENCE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VfR/F/CAT/ON OF UTILITY LOCATIONS SHOWN AND FOR DISCOVERY OF POSSIBLE ADD/PONAL UPLIPES NOT SHOWN ON PLANS. 3) IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO HAVE LOCATED, BY APPROPRIATE UPLITY DISTRICTS OR COMPANIES, ALL UNDERGROUND UPLIPES PR/OR TO BEGINNING CONSTRUCPON. 4) FOR UPLITY LOCATES /N KING COUNTY, CALL 1-800-424-5555 PR/OR TO DIGGING. PERMITS : 5) THE DEW LOPS? /S RESPONSIBLE FOR OBTAINING ALL REGULATORY PERMITS EXCEPT THE RIGHT-OF-WAY PERM/T, WH/CH THE CITY OF RENTON OBTAINS 6) ALL WORK /N RIGHTS -OF -WAY SHALL BE /N ACCORDANCE WITH THE REQUIREMENTS OF THE PERM/TPNG AGENCY. PRE -CON : 7) A PRE-CONSTRUCPON CONFERENCE SHALL BE HELD AT NORTHSHORE UPLITY DISTRICT'S OFFICE PR/OR TO THE START OF CONSTRUCPON. DISTRICT STAFF WILL NOPFY THE APPROPR/ATF AGENCIES OR REPRESENTA PVES. SURVEYING : 8) PR/OR TO CONSIRUCPNG ANY SEWER MAINS, THE STREET CENTERLINES OF THE DEW _LOPMENT, CENTER OF CUL-DE-SACS, ALL SEWER LINE EASEMENTS AND ALL LOT CORNERS SHALL BE STAKED. THE MAX/MUM STA PONING INTERVAL SHALL BE 50 FEET WITH THE STA PON NUMBER ON EACH STAKE. 9) HORIZONTAL CONTROL DATA SHALL BE NAD 83JI91. VERPCAL CONTROL SHALL BE 9) HORIZONTAL CONTROL DATA SHALL BE NAD 83I91. VERPCAL CONTROL SHALL BE NA VD-88 DATUM. NA VD-88 DATUM. 10) AT THE CONCLUSION OF CONSTRUCPON, THE DEVELOPERS REGISTERED PROFESSIONAL SURVEYOR SHALL 10) AT THE CONCLUSION OF CONSTRUCT/ON, DISTRICT STAFF WILL LOCATE THE WATER MAINS WTTN SPRAY PAINT. PREPARE A DRAWING BASED ON THE SURVEYED LOCAPON OF ALL AT -GRADE APPURTENANCES INSTALLED, THE DEVELOPERS' REGISTERED PROFESSIONAL SURVEYOR SHALL PREPARE A DRAWING BASED ON THE SURVEYED INCLUDING BUT NOT LIMITED TO,, LOCAPON OF EXISPNG MANHOLES INCLUDING RIM & ALL /NWRT LOCAPON OF ALL APPURTENANCES INSTALLED, INCLUDING BUT NOT LIMITED TO, WATER MAIN, METER BOXES, ELEVAPONS AND NEW MANHOLE LOCATONS INCLUDING RIM & ALL INVERT ELEVAPONS. THE DRAWING BLOWOFFS, VALVES BOXES, HYDRANTS AND BENDS. THE DISTRICT WILL PROVIDE LOCATES TO ASSIST THE SHALL BE PRO14DED TO THE DISTRICT IN AUTOCAD FORMAT, R 2000 OR NEWER. IN ADDIPON, ALL SEWER SURVEYOR /N LOCA77NG THE WATER MAIN BETWEEN APPURTENANCES AND LOCATING THE BENDS. THE DRAWING EASEMENTS SHALL BE STAKED AND FLAGGED AT THEIR /NTFRSECPON WITH PROPERTY LINES AND AT 25 SHALL BE PROVIDED TO THE DISTRICT IN AUTOCAD FORMAT, R 2000 OR NEWER. IN ADD/PON, ALL WATER FOOT STA DONS ALONG THE EASEMENT LINES. EASEMENTS SHALL BE STAKED AND FLAGGED AT THEIR INIERSECPON WITH PROPERTY LINES AND AT 25- FOOT STATIONS ALONG THE EASEMENT LINES. CONSIRUCPON 11) THE SEWER MAIN SHALL BE PLACED FNE (5) FEET SOUTH OR WEST FROM THE CENTFRL/NE OF ROADWAY, CONSTRUCPON : UNLESS OTHERWISE SHOWN ON THE PLAN. r ^ 11) THE WATER MAIN SHALL BE PLACED AS SHOWN ON PLAN. `� , 12) A M/N/MUM 1FN (10) FOOT HORIZONTAL SEPARAPON MUST BE MAINTAINED BETWEEN THE SANITARY LV 12) A MIN/MUM TEN (10) FOOT HORIZONTAL SEPARAPON MUST BE MAINTAINED BETWEEN THE SANITARY SEWER LINE SEWER L/NE AND THE WATER MAIN. AND THE WATER MAIN. 13) AFTER TRENCH BACKF/LL AND COMPACPON, PVC SANITARY SEWER MAINS SHALL BE TESTED FOR O 13) A FIVE (5) FOOT HORIZONTAL SEPARATION SHALL BE MAINTAINED BETWEEN ALL WATER FACILIPES AND DEFLECPON AS SPECIFIED /N SECPON 7-17.3(2)0 OF THE WASHINGTON STATE DEPARTMENT OF UNDERGROUND POWER AND TELEPHONE FACILIPES, UNLESS OTHERWISE APPROVED BY THE DISTR/CT. 1RANSPORTA77ONS STANDARD SPEC/F/CAPONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCPON. TFST OBSERVA PON AND /NSPECPON BY NOR THSHORE UPLITY D/STR/CT. 14) D/STR/CT VA VES SHALL ONL Y BE OPERA 1ED BY D/STR/CT PERSONNEL. Z 14) WHENEVER SANITARY SEWER CROSSES BELOW A WATER MAIN, THE SEWER SHALL BE LAID AT SUCH AN MATERIALS : ELEVAPON THAT THE TOP OF THE SEWER LINE /S AT LEAST EIGHTEEN (18) INCHES BELOW THE BOTTOM 15) ALL WATER MAIN PIPING SHALL BE DUCPLE--IRON MIN/MUM THICKNESS CLASS 52, CEMENT -MORTAR LINED AND OF THE WATER MAIN. TYTON JOINT. ALL WATER MAIN PIPING TO MEET THE REQUIREMENTS OF AWWA C-151. 15) ALL MANHOLES SHALL HAVE A MINIMUM DROP OF ONE -TENTH (0.10) FOOT AND FlI/E-TENTHS (0.50) FOOT O 16) ALL WA TER MAIN FITPNGS SHALL BE CEMENT -MORTAR LINED AND MEET THE MAX/MUM DROP BETWEEN INVERT /N AND INVERT OUT. REQUIREMENTS OF AWWA C-153. 16) MANHOLES /N THE PUBLIC RIGHT-OF-WAY SHALL BE A MIN/MUM OF EIGHT (8) FEET IN DEPTH OR PER 17) POLYETHYLENE ENCASEMENT TO MEET THE AWWA STANDARD C-105. ANY TEARS OR OPENINGS MADE FOR APPROVED PLANS. 1 � . SERVICES OR TAPS SHALL BE REPAIRED WITH AN ADHESIVE TAPE. �1 17) MANHOLES NOT /N PAVED PUBLIC RIGHT-OF-WAY TO HAVE LOCKING LIDS AND ALL FRAMES SHALL BE 18) ALL WATER MAIN PIPES AND SERVICES SHALL BE INSTALLED WITH A 14 (FOURTEEN) GAUGE, CONPNUOUS, LOCKING TYPE PER THE STANDARD DETAILS. SOLID -CORE, NEOPRENE COATED LOCA PNG W/RE. ANY CONNEC77ONS OR SPLICES SHALL BE MADE WITH SPLIT -BOLT W/RE CONNECTORS. 18) FOR PIPE SLOPES GREATER THAN 207, RESTRAINED -JOINT DUCPLE IRON PIPE SHALL Q PLACEMENT: BE USED FOR EVERY JOINT. 19) FIRE HYDRANT LOCATONS TO BE APPROVED BY THE FIRE MARSHAL OF ✓UR/SD/CPON. 19) SIDE SEWER STUBS SHALL HAVE A MIN/MUM OF TWO (2) PERCENT SLOPE AND t, , W 20) WA 1RR SERVICE W O AND METER L ACDONS WILL BE COORDINATED W/TH THE DEVELOPERS MAX/MUM OF FORTY-FIVE (45) DEGREE SLOPE. STUBS SHALL BE 6" MIN/MUM DIAMETER. FOR ALL STUBS ENGINEER AFTER A LESS THAN EIGHT (8) FEET /N DEPTH : INSTALL A THREE (3) INCH W/DE GREEN METALLIC DETECTOR TAPE w THOROUGH REVIEW OF ALL UPL/TY FCIL/PES. 12" ABOVE THE PIPE, THE ENPRE LENGTH OF THE STUB CONPNUING UP THE 2X4 SIDE SEWER MARKER 20-1 THE METER LOCATION SHALL BE W/TH/N THREE (3) FEET OF THE PROPERTY LINE THAT /S POST. IDENPFICAPON ON THE TAPE SHALL INCLUDE THE WORDS `SANITARY SEWER: W-397304 PERPENDICULAR TO THE RIGHT-OF-WAY AND W/TH/N ONE (1) FOOT OF THE EDGE OF PROPERTY ON THE RIGHT-OF-WAY SIDE UNLESS OTHERWISE APPROVED /N WR/PNG BY THE DISTRICT MATERIALS 20-2 AFTFR INSTALLATION OF THE METER AND BOX, A 2X4 BOARD PA/NTFD WHITE W/TH "W41FR SERVICE" 20) SANITARY SEWER PIPE LESS THAN EIGHTEEN (18) FEET /N DEPTH AND LESS THAN 209 SLOPE SHALL BE STENCILED ONTO IT W/LL BE DRIVEN INTO THE GROUND BEHIND THE METER BOX. PVC CONFORMING TO ASTM D-3034, SDR-35 AND SHALL BE BEDDED WITH CLEAN, GRANULAR MANUFACTURED PEA GRAVEL FROM 4 " UNDER TO 6" OVER THE P/PE. SAN/TARP SEWER PIPE E/GH)FEN S-397304 (18) FEET DEEP AND GREATFR, OR ON A SLOPE OF 209 OR MORE, SHALL BE DUCPLE-IRON M/N/MUM THICKNESS CLASS 52, CEMENT -MORTAR LINED AND TYTON JOINT. ALL DUCPLE-IRON PIPE MUST MEET THE REQUIREMENTS OF AWWA C-151. CONSTRUCTION 21) HIGH-DENSITYPOLYETHYLENE (HOPE) SHALL BE SDR-11 M/N/MUM. RECORD DRAWING 0 W gSDEKO ��•oF • WAsy;�, CIVIL ENGINEERING '� �' `�'• LANDSCAPE ARCHITECTURE 'Con PLANNING o'• 418as •� DESIGN SURVEYING /0 STEENG�� NAL 12100 NE 195th St, Suite 300 Bothell, Washington 9807 1 425.885.7877 j 11-IZ-1� Q IN COMPLIANCE WITH CITY OF RENTON STANDARDS z 0 QN SURVEYED: SCALE: DATE: Q DAP HOR ONTAC`L r D 1988/1991 SEPT. 2017 4) DESIGNED:WG CITY OF SANITARY SEWER AND WATER NOTES FlELDBOOK: � DRAWN: SES RENTON PAGE: ONE INCH DATUM ' DRAWING N0: QN CHECKED: YAM AT FULL SCALE Planning/Building/Public Works Dept. C5, 32 IF NOT ONE INCH CORE JOB NO. 16114 T NO. REVISION BY DATE AP P R APPROVED: SHM SCALE ACCORDINGLY SHEET, 14 OF, 22 NO Iq 0 0 O CL 0 Iq 0 0 X