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HomeMy WebLinkAboutR-419530LO DocuSign Envelope ID 34%681D-914F-4F2D-AS59-7C192D3B78A3 RECESSED Not to Scule LIFT POCKET FRAME 3/4" LETTERING "SEWER" I-0 01AMETER I-0" SEWER (2) BOLT SOC. (ALLEN HEAD) 5/8" - 11 X 1 5 STAINLESS y STEEL REF PART #00981177 SEE NOTE017 3 10-1/2- 5/� f 1/4" 12-1%2*� 1" 2-1/4* 12 13/4„`� 1 !t �8 •• 8„ A A T IRON RING AND COVER SOL T DETAIL 45• (I/g) A10 45- (1/8) BEND DR ] A(31 PIPE MATERIAL AS SPECIFIED BY THE ENCIN£ER NOTES. 1 g" AND 6- CLEAN -OUT RINGS AND COVERS ON SEWER MAINS SHALL BE EAST JOROAN IRON WORKS, INC No 369EI (PRODUCT NO 00369803) OR APPROVED EQUAL CLEAN OUT SHALL BF, A WATER TIGHT ASSEMBLY 2 IN UNIMPROVED AREAS, POUR A 8" THICK. 3'-O" SQUARE CONCRETE. CLASS 3000, PAD AROUND THE RING AND COVER 3 INSTALL ASPHALT COLLAR FIER STANDARD PLAN 106 STD. PLAN - 403.1 PUBLIC WORKS 8" OR 6" CLEAN 0 UT DEPARTMENT FOR SANITARY SEWER MAIN Martin PastuCIJ4126/202 ti • r � 1� � J.•.•:�•: tMTT 1-1 2" AND 2" WATER SERVICE DETAIL CAUTION: VALVE BOX SHOULD NOT :ZEST ON PIPE. [..A=ER COMPACTION IN AREA OF VALVE BOX COULD CAUSE THE BREAKAGE OF THE SERVICE. 1 *fib a .:!4 `S?.Tz"k• CITY PRIVATE PIPINC PIPING C. > N UNWPROVED >- RIGHT OF -WAY INSTALL METER 80k AT PROPERFY C.INE WITH LU o 12" LONG COPPER TAILPIECE 9" M N. 12" MAX. (g ll z a cr . ..J LEAVE EXPOSED '4 l a o 8 --- BY PASS NOT ALLOWED FOR IRRIGATION METERS r5 �r-�% '--CRUSHED RRCK BASE TO SUPPORT A _ A VAULT. 2" DIA. HOLE FOR TOUCHREAD DEViCE QUICK -JOINT �! -- COUPLING x MIPT CAST IRON OR DUCTILE IKON vrAT RIAAIN f II 2-1/2" NhN. FROM NEAREST L.. I :................. NOTE: .............. ....--...... AND FRONT EDGE OF- PIT ID 7Hf: CENTER OF THE Hv^l.F MUST Br. AT L£:ASF 1` FROM UNDERNEATH RIBS UNLESS TH£ RIB SPACING ALLOWS THE NUT TO TIG1 � TEN AGAINST 1 f-IE OPEN 51^�E OF -� MORE 1•HAN ONE RIB. TYPICAL R13 MAT RIAI :AST FOR 2" 5 RV.Q::! L1=TER LOCATFD IN PLANTING I P IIATER.AI_ LIST FOR 1-1/2" SERVICE: MF'E:Z2 LOCA11D IN PLANTING SI'R:P BE:IWEFN CURD & SI VfALK BET%VFFNN CUPB & SIDEWALK 1. 2" topped tee, on new water main. I. 2" tapped 'tee on new water main. 2. 4" long X 2' bross ripple with threoded ends (m r), 2. 4" long X 2" brass nlpp'e with threaded ends (MIPT). 3. 2" resi:ient seat gate valve with threaded ends, squerq� operating nut, 3. 2" resilient seat gate valve with threaded ends, square operating nut, and and valve nut extension if required (see standard detail 330.1}. valve nut extension if required (see standard detail 330.1). 4. Two piece cost iron valve box. Standard 8" top section with regular 4. Two piece cast iron valve box. Standard 8" top section with regular base bose section, lan-q I to fit, "lug" type cover. 2" brass bushing (611PT x section, length to fit, "lug" type cover. FIPT). 5, 2' X 1-1/2" hex brass bushing b-AIPT x FIPT). 2 each 1-1/2" bross or S. 2 each 2" brass or bronze nipples a"" length, threaded ends. 2 etch bronze nipples 6" length, threaded ends. 2 each 1-1/2"-90' brass or 2"-90" brass or bronze a:bows (FIPT x RPT). bronze elbows (FIPT x FIPT). 6. 2" (A•[iP'") x compression fitting, Ford C84-60" or equal. 6. 1•-•1/2" LNIIPT) x compression fiffng, Ford C84-66 or equal. 7. 2" soft capper tubing type K or brass nipples (M:PT x 141IPT), length to 7. 1-1/2" soft copper tubing type K cr brass nipples (lAIPT x MIPT), length fit, to fit. 8. 2" threaded brass 90• ell. S. 1-•1/2'* threaded bross 90" ell, for Ford L44-•77 or equal. 9. 2" Custornsetter with by-pass Ford: VBH 86-128-11-77 (x 17-3/16 9. 1-••1/2" Customsetter wi h by-•pcss Ford: VBH 86-128-11--66 (x ), McDonald Brass: 3OB715WDFF775 or Mueller B-1427-2 , with flanged McDonald Brass: 3086 21VDFFo"65 or 5lueiler B 1427•••1 1/2", angle ball valve and padlock wings on inlet, and angle check valve with flanged angle ball voive anal padlock wings on inlet, and angle check outlet, ball valve on bypass with padlock wings. Customsetter shall volvc outlet• ball valve on bypass with padlock wings. Customsetter shall have vertical inlet and outlet. have vertical inlet and outlet. 10. Rigid meter spreader to be supplied and installed in meter setter by 10. Rigid meter spreader to be supplied and instclied in meter setter by con trac tor_ con tractor. 11. Water meter shall be supplied and installed by City of Renton upon 11. Water meter shall be supplied and installed by City of Renton upon payment of all related water meter fee and sotisfcctory pressure and payment of oll related water meter fee and sotisfactery pressure wd purity tests, purity tests. 12. 17"x30" Plostie me -ter box equal to Mid -States Plastics, Inc. BCF Series 12, 17"x30" Plastic meter box equal to Mid -States Plastics, Inc. BCF Series MSBCF 1730-18 with 2" INck Ductile iron diamond plate cover 18'x3l" IASBCF 1730-18 with 2" thick Ductile iron diamond plate cover 18'•x31" equot to kfid-States Plost cs, Inc, MSCBC-1730-R with 2" drilled hole equal to Mid -•States Plastics, Inc. MSCBC 1730•-R with 2" drilled hole for Mr tauchread pit lid, and meter read lid. touchfead pit lid. 13. 2" coupling (compression x FIPT) with 2" plug (MiPT), Ford C-14-66 13. 1•--1/2" cauplirg (ccmpresslon x FIPT) with 1-1/2" plug (MIPT), Ford or equal. The prcperty ovmer is responsible for any necessary adaptation or 0-•14-66 or equol. The property owner is responsible for any necessary extension of water service. adcpttation or extension of water service. ICJ O "FE : ALL METER BOXES INSTALLED IN CU:�lCRETu OR PAVED DR`rrz.WAYS SHALL BE CAST--€RON EQUAL TO OLY:MPIC FOUNDARY. EXPANSION JOINTS MUST BE INSTALLED 12" MINIMUM DN BOTH SIDEa OF VIE.TFR BOX. STD. PLAN _ 320.2 P[JBLIC WORKS 1 �2" AND 2" WATER SERVICE LOCATED ------------------------------ ` :+ I.3F.,',-1RT1ifi,I`I' IN PLANTING STRIP I M ARCETC 20L0 i A PORTION OF THE NORTHEAST 1/4 OF SECTION 9, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., KING COUNTY, WASHINGTON STATE DowSlgn Envelope ID 3458681D-914F•4F2D•A859.7C192D3B78A3 INSTALL DETECTABLE MARKING TAPE 12" TO 1 T BELOW FINISH GRADE OVER SS LINES (TYP) _ rW(SEE NOTE 7) BEDDING MATERIAL FOR SANITARY SEWER PIPE (SEE NOTE 5) FOUNDATION LEVEL LIMITS OF PIPE ZONE .Ll O.D. of PIPE �� BEDDING FOR SANITARY SEWER PIPE NOTES 1. PROVIDE UNIFORM SUPPORT UNDER BARREL 2. HAND TAMP UNDER HAUNCHES. 3. COMPACT BEDDING MATERIAL TO 95% MAX. DENSITY EXCEPT DIRECTLY OVER PIPE. HAND TAMP ONLY. 4, PIPE INSTALLATION SHALL BE PER SECTION 7-08 OF THE STANDARD SPECIFICATIONS 5 PIPE ZONE MATERIAL SHALL BE PER SECTION 9-03.12(3) OF THE STANDARD SPECIFICATIONS 6. PIPE MUST BE ANCHORED IN SUCH A MANNER AS TO ENSURE FLOW LINE IS MAINTAINED 7 TRENCH WIDTH SHALL BE PER SECTION 2-09.4 OF THE STANDARD SPECIFICATIONS. STD. PLAN 405 PUBLIC WORKS PIPE BEDDING PP DEPARTMENT FOR SANITARY SEWERS Martin Pastuchl'26/2C.'I • •w. ww..r FD w "90 DATE E SEE DETAIL IVI I N IF A II�i��ll ��i I�]II��•II�I�! ��� ELEVATION PIPE SLEEVE NOTE: FOR ADDITIONAL PVC PIPE SLEEVE INFORMATION SEE CITY OF RENTON = - EPDXY SEALANT STD. PLAN - 320.4 SHT. 2 OF 2 PIPE _= EPDM MODULAR SEAL, LINK -SEAL MODEL C WITH 316SS B(DLTS AND NUTS STD. PLAN •• 320.4 Sht. 1 of 2 PUBLIC WORKS IE 1E PPft❑vED: DEPARTMENT3 1411, AND 5 WATER METER sortin?asccha _Wic IJo: ks Adm n,A,W­ DATE 112: ocuSlgn Envelope ID 34586810-914F-4F2D-AB59-7C192D3B78A3 Ex_ SEWER MAIN i i i i t PROPERTY UNE SPOOLI I I x 1 1 (LENGTH AS NEEDED) ` I � 0 3'-0" PAIN I I I c r 6" SEWER STu$ ; I i wl ' FUTURE 4" SIDE SEWER 2">< a" STUD MARKING POST PAfNTF.O I r r 5" CAP J 041 TE WITH Tr,E WORD 'SETTER" STENCILED l SEWER MAIN TEE x 6" TEE i i i i I IN 3" NIGH BLACK LETTERS AND r6 WIRE I I I I w WRAPPEO AROUND THE STUB AND 510£wALK i i EXTENDED TO TK TOP Or THE STUD COUPLING (TYP) L J-�--------- 1 c � 3 0 6"x6"x6" SURFACE CLCANOUT ST%I CAST IRON RINO AND COVER (EAST JORDAN IRON WORKS PRODUCT NO 00367502 OR •+ APPROVED EQUAL, SPECIFY 'SEWER' ON 00). CLEAVOUT TO BE CENTERED IN A 2'x2' CONCRETE PAD I CONCRETE PAD TO BE 8" M DEPTH I rF_--»»---- L--_l SEND AS AS REQUIRED �' 8 EkST1NO SANITARY _ SEWER fiAA1N _2.0% MIN SLOPE B �\_--uTURE 4' SIDE SE wER 6" SEWER STUt3 6'x8'xB' WYE FUTURE 6'•x 4'• REDUCER SEWER MAIN SIZE X 6" TEE ACCEPTABLE PROCEDURES FOR 510E SEWER CONNECTIONS TO EXISTING SEWER MAIN A VITRIFIED CLA'r VA,N - CUT IN A NEW PVC "4£E* USING 'STRONG -BACK FLCX*LE COUPLINGS (FERNCO OR APPROVED EQUAL) B CONCRETE MAIN - CUT IN A NEW PVC "TEE" USING STRONG -BACK' FLEXIBLE C[}.JALI1'PGS (FERNCO OR APPROVED EQUAL) C PVC & C900 PVC MAIN - CUT IN NEW TEE USING RIGID COUPJNGS OR CORE -DRILLED WTH A ROMAC SADDLE (OR APPROVED EQUAL) 0. DUCTILE IRON MAIN - CORE -DRILLED WITH A ROMAC SADDLE (OR APPROVED EQUAL) E 04EO MAIN - CON%ECTION TO SEWER MAINS THAT HAVE BEEN 11NED (CtPP, ETC), CUT IN A Nrw PVC "TEE" USING `STRONG -BACK' FLEXIBLE COUPLINGS (FERNCO GR APPROVED EQUAL). F "DPE - CCRE-OFbLLEO WITH A ROMAC SADDLE "INSERTA-TEE" MAY 8F USED ON SEW-R MAINS 12- DIAMETER OR LARGER G MANHOLE CONNECTION - ALL CONNECTIONS TO MANHOLES SHALL BE AT MANUFACTURED KNOCKRUTS OR THE STRUCTURE SHALL BF CCRf-DRILLED ANO USE KOR-N-SEAL BOOTS OR APPROVED EQUAI NO-T&S I PRIOR TO INSTALLATION OF A SANITARY SEWER STUB, A SIDE SEWER STUB PERMIT MUST BE PURCHASED FROM THE CITY OF RENTON PUBLIC WORKS DEPARTMENT 2 UNLESS 0 1+ERWSE SH0'AN ON PLAN. SIDE SEWER SHALL HAVE A MINIMUM 2 5" COVER AT PROPERTY LINE OR 3-5• LOWER THAN THE LOWEST HOUSE ELEVATION, M4-I04EVER IS LOWER 3 SIDE SEWERS SHAD HAVE A MINIMUM 2 X SLOPE UI*ESS APPROVED BY THE PUBLIC +ACRKS INSPECTOR 4 FOR ANSPECTION OF DIC SIDE SEWER STUB, CALL 24 HOURS fN ADVANCE. THE INSPECTION PRONE NLVSER 15 ON T"E SIDE SEWER STUD PERMIT SITE MUST BE READY FOR INSPECTION AND A REPRESENTATIVE ON SITE WHEN INSPECTOR ARRIVES AT TkE APPOINTED TIME Do NOT 3ACKFILL THE TRENCH UNTIL APPROVAL: IS GIVEN BY THE INSPECTOR 5 ALL TRENCH RESTORATION FOR SIDE SEWERS IN THE: PUBLIC R$CNTFOF-WAY SI.4ALL CONFORM TO STANOARO PLAN 110 OR 110 2 6 THE SAGE SEINER STUB SHALL +4AVE PIPE SEDONG IN ACCORDANCE MATH STANDARD P_AN 405 7 ALL SIDE SEWER STUBS SHALL BE INSTALLED BY A CONTRACTOR _ICENSED AND BONDED fN TK STATE OF WASHINGTON SIDE SEWER STUB STD. PLAN 406.1 • . PUBLIC WORKS DEPARTMENT INSTALLATION I Martin PaStUChW26/202 (SEWER MAIN TO PROPERTY LINE) DATE LLJ z y Ly a S C? L .AA 1 \1 TO CITY +f � .��J TACKED ���RME ER SEC 6 l<r11N. REE PDXES DRAINING GRAVEL NOTES- 1 , ALL DOUBLE CHECK VALVE ASSEMBLIES (DCVA's) MUST BE LISTED ON LATEST LIST OF "BACKFLOW PREVENTION ASSEI,SBLIES APPROVED FOR INSTALLATION IN VVASEIING <CN STATE", PUBLISHED BY STATE OF WASHINGTON DEPARTMENT OF HEALTH. 2. TjHE OWNER/APPLICANT MUST OBTAIN A SEPARATE CI"fY OF' RENTON Pi U1,•'IBING PERMI i• FOR THE INSPECTION OF TI.1E INSTALLATION OF -F-IE DCVA AND PIPING. THE OWNER SHALL FURNISH, INSTALL AND MAINTAIN TI--IE 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 OINNER'S EXPENSE. A COPY OF TI••IE TEST REPORT SHALL BE SENT OR FAXED TO CITY OF RENTON WVATER UTILITY ENGINEERING DEPT., ATTN: WATER UTILITY CROSS --CONNECTION CONTROL SPECIALIST, FAX NO. 425--430-7241. 4. DCVA AND I�AETEI'� BOX SSA..L ISE: LOCATED CN PRIV.AIE PROPERTY AND AS NEAR ;IS POSSIBLE TC; 1'HE WA•rER METER. ZY .` o + + PUBLIC WORDS DEPARTMENT " TO 2" DOUBLE CHECK VALVE ASSEMBLY FOR IRRIGATION OR RESIDENTIAL FIRE SPRINKLER STD. PLAN - 340.8 MARCH 2O10 1.21, 18" MI A A PLAN VIEW { L1'ATF R :a � SECTION A A. VALVE BOX LID 11t,'iTH EARS IN DIRECTION OF 2" SQUARE WATER MAIN AND WORD ` 1 QPERATI,NG NUT "WATER" CAST INTO IT ` i CONCRETE COILLAR FOR EVES IN PAVED AREAS L 4-1/4" DIA. 1 /8' M.N. THICKNESS DsECE CAST IRON VALVE X, R?CH-SEATTLE TYPE OLYMP C FOUNDRY I" STEEL LENGTH AS REQUIRED ' 11/8" MiN. THICKNESS - 2-1/4" INSIDE MEASUREMENT 2-1 /4 EPTH VALVE OPERATING NUT EXIT NSICN VALVE OPERATION NUT EXTENSION NOTE: EXTENSIONS ARE REQUIRED WHEN VALVE NUT IS MORE THAN THREE (3) FEE''' BELOW FINISHED GRADE. EX?ENSIO'NS ARE TO BE A MINIMUM OF ONE (1) FOOT LONG. ONLY ONE EXIENSION 1-0 BE USED PER VALVE. NOTE: ALL EXTENSIONS ARE TO BE MADE Of-- STEEL, SIZED AS NOTED, AND PAINTED WI HL TWO COAT'S OF METAL PAINT. VALVE MARKER NOTES: VALVE MARKERS SHALL BE EQUAL 1-0 CARSOfNI-IE: U-1-iLITY MARKEER VALVE Nl ARKER POST TO 8E USED FOR ALL PdA1N I...INE. VAJ..VES C)l!TS'D1F ='.AVFD AREAS 3� 38" MiIN. I j WIDTH 1 _62' 2`4„ i I li 1= IE I3 r` II VALVE MARKER POST PL-1:3LIC" W'IORI S VALVE BOX, MARKER & OPERATING + + €7TT' �R l'TtiCT?Tv'= NUT EXTENSION WHITE n0s1' STD. PLAN - 330.1 M ARCCH 201.0 Lei 120 VOLT ELECTRICAL OUTLET FOR L HEAT TAPE. INSTALL HEAT "CAPE FOR FREEZE PROTECTION CENTER BACKFLOW r PREVENTER IN li CL ENCLOSURE �� REDUCED PRESSURE O I- 3ACK1 LOW ASSEMBLY (RP8A} D 3" hr11N. --� - ir. INSULATED EiNCL.OSURE' 3" MIN, � � BOX OR EQUAL 3/8 X 4 ANCI-IOR = BOLTS PER TURER - IIII Ell_ cfl MAVUF AC _ I 3" MIN. CONCRETE SLAB -------" UNION - FINISHED N GRADE FINISHED GRADE ` I 2» U _ "RAIN = SEE NOTE 4 6" MINIMUM � SLEEVE FREE DRAINING (TYP.) GRAVEL z 7 CONNECT TO R WATER METER 1Pr MEDIATELY ADJACENT TO RPBA t INS'1"AL.LEwD W1 APP'D, I- E � 1 - - : OWNERS ELECTRICAL PANEL. TO OUP l JL EC R�I�1T 1.�'I: ,rJ MATERIAL PER UPC DIRECT BURIFIL OR l�l RIGID -- I�ErR SIDE (SIZE AS REQ.) CONDUIT PER ELEC fRiCAL SIDE VIEW PERMIT REQUIREMENTS. NOTES: 1. ALL REDUCED PRESSURE BACKFLOW ASSEMBLES (RPBA's) MUST BE LISTED ON LATEST LIST OF' "BACKFLOW PREVEIN PION ASSEMBLIES APPROVED FOR INSTALLATION IN WASI IINGTON 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 TIIE INSTALLATION 0F' fFiE: RPBA AND PIPIN;. "CHin p''r�1NER SHIALL FURNISH, INSTALL AND MAINTAIN THE RPBA AND ALL PIPING AND APPURTENANCES SHOWN ON THIS PLAN. 3. THE RPBA MUST BE TESTED BY A S GATE CERTIFIED BACKFLOW ASSEMBLY TESTER AFTER ITS IN;TIAL iNSTA.LLAT10N, AFTER REPAIRS AND ANNUALLY HEREAFTER A"C OWNER'S EXPENSE. A COPY OF ;FIE 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 A'1'dWA CROSS CONNECTION) CONTROL MANUAL STANDARDS 3" DRAIN FOR 1" OR SkiA.L..E.R RPBA's, 4" DRAIN FOR 1.5" TO 2" RPSA's, 6" FOR 3" iR'BA's. 5. RPBA AND E.NCL,OSURE, SHALL BE LOCATED ON PRIVATE PROP-_RTY AN[? AS NEAR AS POSSIBLE:. TO TI•-IE WATER �11ETER. STD. PLAN - 350.2 PUBLIC WORKS REDUCED PRESSURE BACKFLOW =i1 DEPARTMENT ASSEMBLY IN HOT BOX 141ARCTI 201() m 04 Lw7 � � Lw7 N W 0 0 0 H Z Y U Q P, +� Ti t} d 1�) Y1s �4 m a V) 7 N N Ld 00 a 0 0 0 N N (� Z U) U) 0 Z Z N m m > 0 0 Li.l H H LIJ LIJ d d J �1 W O 06 O o cn Lu co O W �NyO 06 co N W w W 17501 SCALE: NOTED CONSTRUCTION SET Copyright ©2022 - Bruce Dees & Associates (All Rights Reserved) CADD filename: R: \DRAWINGS\17501 - RENTON KIWANIS PARK IMPROVEMENTS\13 - CONST. SET\17501-0.01#13 # Plotted: 4.07.22-12.57 By.(rvissia) BID #: C6ml R-419530 Sheet 30 of 40