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HomeMy WebLinkAboutR-419530DocuSlgn Envelope ID 345B681D-914F-4F2D-AB59-7C192D3B78A3 RECESSED LIFT POCKET o 3/4" LETTERI - .._- C��O�O s SEWER a (2) BOLT ' 5/8" - 11 o�o�o STEEL REF PART 10-1/2" 1 5/8„i I 2-1/4" 14" 12-3/4"� _ I 8„ I CAST IRON RING ANL) (,UVLk BC Not to Scale FRAME 1'-n'l ninurrrn 1'-n" 45• (1/8) BEND 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 8" THICK, 3'-0" SQUARE CONCRETE, CLASS 3000, PAD AROUND THE RING AND COVER 3 INSTALL ASPHALT COLLAR PER STANDARD PLAN 106 DR )ABLI STD. PLAN - 403.1 PUBLIC WORKS 8" OR 6" CLEANOUT ney* [1,R) DEPARTMENT FOR SANITARY SEWER MAIN Martin Pastuchig/26/2020 M • "iY4d8,1 ,',P,, PM49D DATE 1-1/2" AND 2" WATER SERVICE DETAIL CAUTION: VALVE BOX SHOULD NOT REST ON 10 11 PIPE. LATER COMPACTION IN AREA OF VALVE BOX COULD CAUSE THE BREAKAGE OF THE SERVICE. CITY PRIVATE PIPING PIPING w w z z J r IN UNIMPROVED J RIGHT-OF-WAY INSTALL METER CL BOX AT PROPERTY LINE WITH a 12" LONG COPPER TAILPIECE 0 a_ a 9" MIN. 12" MAX. 9 gaw LEAVE EXPOSED o N I,0 b 12'° BY PASS NOT ALLOWED FOR IRRIGATION METERS \�/ CRUSHED ROCK '�J BASE TO SUPPORT A /� VAULT. /� DRILL 2" DIA. HOLE FOR TOUCHREAD DEVICE QUICK -JOINT COUPLING x MIPT CAST IRON OR DUCTILE IRON WATERMAIN 2-1/2" MIN. FROM NEAREST NOTE: AND FRONT EDGE OF PIT LID 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. TYPICAL RIB MATERIAL LIST FOR 2" SERVICE: METER LOCATED IN PLANTING STRIP MATERIAL LIST FOR 1-1/2" SERVICE: METER LOCATED IN PLANTING STRIP BETWEEN CURB & SIDEWALK BETWEEN CURB & SIDEWALK 1. 2" tapped tee, on new water main. 1. 2" tapped tee on new water main. 2. 4" long X 2" bross nipple with threaded ends (MIPT). 2. 4" long X 2" brass nipple with threaded ends (MIPT). 3. 2" resilient seat gate valve with threaded ends, square 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 cast iron valve box. Standard 8" top section with regular 4. Two piece cast iron valve box. Standard 8" top section with regular base base section, length to fit, "lug" type cover. 2" brass bushing (MIPT x section, length to fit, "lug" type cover. FIPT). 5. 2" X 1-1/2" hex brass bushing (MIPT x FIPT). 2 each 1-1/2" brass or 5. 2 each 2" brass or bronze nipples 6" length, threaded ends. 2 each bronze nipples 6" length, threaded ends. 2 each 1-1/2"-90' brass or 2"-90' brass or bronze elbows (FIPT x FIPT). bronze elbows (FIPT x FIPT). 6. 2" (MIPT) x compression fitting, Ford C84-66 or equal. 6. 1-1/2" (MIPT) x compression fitting, Ford C84-66 or equal. 7. 2" soft copper tubing type K or brass nipples (MIPT x MIPT), length to 7. 1-1/2" soft copper tubing type K or brass nipples (MIPT x MIPT), length fit. to fit. 8. 2" threaded brass 90° ell. 8. 1-1/2" threaded brass 90• ell, for Ford L44-77 or equal. 9. 2" Customsetter with by-pass Ford: VBH 86-1213-11-77 (x 17-3/16" 9. 1-1/2" Customsetter with by-pass Ford: VBH 86-12B-11-65 (x ), McDonald Brass: 30B715WDFF775 or Mueller B-1427-2", with flanged 13-3/16"), McDonald Brass: 30B612WDFF665 or Mueller B-1427-1 1/2", angle ball valve and padlock wings on inlet, and angle check valve with flanged angle ball valve and padlock wings on inlet, and angle check outlet, ball valve on bypass with padlock wings. Customsetter shall valve 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 installed in meter setter by contractor. contractor. 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 satisfactory pressure and payment of all related water meter fee and satisfactory pressure and purity tests. purity tests. 12. 17"x3O" Plastic meter 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" thick Ductile iron diamond plate cover 18"x3l" MSBCF 1730-18 with 2" thick Ductile iron diamond plate cover 18"x3l" equal to Mid -States Plastics, Inc. MSCBC-1730-R with 2" drilled hole equal to Mid -States Plastics, Inc. MSCBC-1730-R with 2" drilled hole for for touchread pit lid, and meter read lid. touchread pit lid. 13. 2" coupling (compression x FIPT) with 2" plug (MIPT), Ford C-14-66 13. 1-1/2" coupling (compression x FIPT) with 1-1/2" plug (MIPT), Ford or equal. The property owner is responsible for any necessary adaptation or C-14-66 or equal. The property owner is responsible for any necessary extension of water service. adaptation or extension of water service. NOTE: ALL METER BOXES INSTALLED IN CONCRETE OR PAVED DRIVEWAYS SHALL BE CAST-IRON EQUAL TO OLYMPIC FOUNDARY. EXPANSION JOINTS MUST BE INSTALLED 12" MINIMUM ON BOTH SIDES OF METER BOX. `S Y a►_® + PUBLIC WORKS 1 1/2" AND 2" WATER SERVICE LOCATED STD. PLAN - 320.2 DEPARTMENT IN PLANTING STRIP ��NTO MARCH 2O10 A PORTION OF THE NORTHEAST 1/4 OF SECTION 9, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., KING COUNTY, WASHINGTON STATE DocuSlgn Envelope ID 345B681D-914F-4F2D-AB59-7C192D3B78A3 INSTALL DETECTABLE MARKING TAPE 12" TO 19' BELOW FINISH GRADE OVER SS LINES (TYP) _ �- W (SEE NOTE 7) BEDDING MATERIAL FOR SANITARY SEWER PIPE (SEE NOTE 5) --\ FOUNDATION LEVEL LIMITS OF PIPE ZONE 6" 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 TH 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 a. ,. PUBLIC WORKS PIPE BEDDING APP "I DEPARTMENT FOR SANITARY SEWERS Martin PastuCfta/26/202 W FD98B449U DATE PuWlc Wwts Admlm", Iw F SEE DETAIL, F SEE DETAIL 1191W PLAN ELEVATION PIPE SLEEVE NOTE: FOR ADDITIONAL INFORMATION SEE CITY OF RENTON = STD. PLAN - 320.4 SHT. 2 OF 2 PIPE + PUBLIC WORKS DEPARTMENT PVC PIPE SLEEVE EPDXY SEALANT EPDM MODULAR SEAL, LINK -SEAL MODEL C WITH 316SS BOLTS AND NUTS I 12 1 STD. PLAN - 320,4 Sht. 10 2 I 3", 4", AND 6" WATER METER rorrtin Pastucha Fublic Works Administrator ocuSgn Envelope ID 345B681D-914F-4F2D-AB59-7C192D3B78A3 ----EX. SEWER MAIN I 1 I 1 l PROPERTY LINE __� SPOOL I I I Z I (LENGTH AS NEEDED) I I I I -3'-0" MIN 6" SEWER STUB I I S'•s FUTURE 4" SIDE SEWER I ! Y 2"x 4" STUD MARKING POST PAINTED I I I ! 6" CAP JJJ WHITE WITH THE WORD "SEWER" STENCILS:: SEWER MAIN TEE X 6" TEE j i I i I IN 3" HIGH BLACK LETTERS AND #6 WIRE I i SIDEWALK i • i WRAPPED AROUND THE STUD AND �\ I I i I t EXTENDED TO THE TOP OF THE STUD ` COUPLING TYP I I I r ( ) L-J-I---------- ' r>.J 13 ,_ 6"X6"X6" SURFACE CLEANOUT WITH CAST IRON RING AND COVER 0 (EAST JORDAN IRON WORKS PRODUCT NO 00367502 OR ! APPROVED EQUAL, SPECIFY "SEWER" ON LID), T__ CLEANOUT TO BE CENTERED IN A 2'x2' CONCRETE PAD I R CONCRETE PAD TO BE 8" IN DEPTH . I n__.___--_______-- J --- _____ BEND AS REQUIRED 6EXISTING SANITARY SEWER MAIN .-2 07" MIN SLOPE 3 \ ` u 1 NE 4' SIUE SEWEri `6" SEWER STU9 6"X6"X6" WYE FUTURE 6"x 4" REDUCER SEWER MAIN SIZE X 6" TEL ACCEPTABLE PROCEDURES FOR SIDE SEWER 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 do C900 PVC MAIN - CUT IN NEW TEE USING RIGID COUPLINGS OR CORE -DRILLED WITH A ROMAC SADD, ! (OR APPROVED EQUAL) 0. DUCTILE IRON MAIN - CORE -DRILLED WITH A ROMAC SADDLE (OR APPROVED EQUAL) E LINED MAIN - CONNECTION TO SEWER MAINS THAT HAVE BEEN LINED (CIPP, ETC), CUT IN A NEW PVC "TEE" USING "STRONG -BACK" FLEXIBLE COUPLINGS (FERNCO OR APPROVED EQUAL). F HDPE - CORE -DRILLED WITH A ROMAC SADDLE "INSERTA-TEE" MAY BE USED ON SEWER MAINS 12" DIAMETER OR LARGER G MANHOLE CONNECTION - ALL CONNECTIONS TO MANHOLES SHALL BE AT MANUFACTURED KNOCK -OUTS OR THE STRUCTURE SHAI-I_ BF CORF-nRll ! Fn ANn USF KOR-N-SFAI Rnn,TS nR APPROVFn `r)IJA! NOTES• 1 PRIOR TO INSTALLATION OF A SANI"ARY SEWER STUB, A SIDE SEWER STUB PERMIT MUST BE PURCHASED FROM THE CITY OF RENTON PUBLIC WORKS DEPARTMENT 2 UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEINER SHALL HAVE A MINIMUM 2 5' COVER AT PROPERTY LINE OR 3-5' LOWER THAN THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER 3 SIDE SEWERS SHALL HAVE A MINIMUM 2 % SLOPE UNLESS APPROVED BY THE PUBLIC WORKS INSPECTOR 4 FOR INSPECTION OF THE SIDE SEWER STUB, CALL 24 HOURS IN ADVANCE. THE INSPECTION PHONE NUMBER IS ON THE SIDE SEWER STUB PERMIT SITE MUST BE READY FOR INSPECTION AND A REPRESENTATIVE ON SITE WHEN INSPECTOR ARRIVES AT THE APPOINTED TIME DO NOT BACKFILL THE TRENCH UNTIL APPROVAL IS GIVEN BY THE INSPECTOR 5 ALL TRENCH RESTORATION FOR SIDE SEWERS IN THE PUBLIC RIGHT-OF-WAY SHALL CONFORM Tn 'z 4NDAR" P� Are IIC (`R 11n 6 THE SIDE SEWER STUB SHALL HAVE PIPE BEDDING IN ACCORDANCE WITH STANDARD PLAN 405 7 ALL SIDE SEWER STUBS SHALL BE INSTALLED BY A CONTRACTOR LICENSED AND BONDED IN THE STATE OF WASHINGTON SIDE SEWER STUB STD: PLAN - 406.1 r PUBLIC WORKS APP v T1` DEPARTMENT INSTALLATION Martin Pastuchia, 26/202 (SEWER MAIN TO PROPERTY LINE) kBiFU986149D PubL[ Works Aamimrtr.mr DATE 1 LL O 0 r L_IN TO CITY L STACKED METER » METER SECTION BOXES 6 MIN. FREE 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 o� BAss TO 2" DOUBLE CHECK VALVE STD. PLAN - 340.8 MD + PUBLIC WORKS A'YSSEMBLY FOR IRRIGATION OR �,- DEPARTMENT RESIDENTIAL FIRE SPRINKLER MARCH 2O10 �� SO 12" M: 18" ME SEE A A PLAN VIEW WATER VALVE BOX LID WITH EARS IN DIRECTION OF 2" SQUARE WATER MAIN AND WORZLE� OPERATING NUT "WATER" CAST INTO IT CONCRETE COLLAR FOR \LVES IN PAVED AREAS4-1/4" DIA. 1 /8' MIN. THICKNESS PIECE CAST IRON VALVE )X, RICH-SEATTLE TYPE R OLYMPIC FOUNDRYSTEEL GTH AS REQUIRED 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 38" 6 2" i 24" VALVE MARKER POST WHITE POS 1 ' Y ANAL PUBLIC WORKS VALVE BOX, MARKER & OPERATING STD. PLAN - 330.1 �w � DEPARTMENT NUT EXTENSION �,N,�p MARCH 2O10 LU 120 VOLT ELECTRICAL OUTLET FOR z HEAT TAPE. INSTALL HEAT TAPE < FOR FREEZE PROTECTION CENTER BACKFLOW w PREVENTER IN o REDUCED PRESSURE ENCLOSURE � BACKFLOW ASSEMBLY � � (RPBA) � � 3" MIN. o 3" MIN, MIN. INSULATED ENCLOSURE 3" "HOT BOX" OR EQUAL 3/8" X 4" ANCHOR BOLTS PER - MANUFACTURER CO 3" MIN. z CONCRETE SLAB z UNION FINISHED N GRADE FINISHED `V GRADE � r 2 « a a i °+ a • 00 DRAIN z SEE NOTE 4 6" MINIMUM SLEEVE FREE DRAINING (TYP.) GRAVEL z CONNECT TO N WATER METER IMMEDIATELY ADJACENT TO RPBA FLOW low INSTALLED W/ APP'D. 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. �Y STD. PLAN - 350.2 as� o+ PUBLIC WORKS REDUCED PRESSURE BACKFLOW DEPARTMENT ASSEMBLY IN HOT BOX MARCH 2O10 DEVELOPMENT ENGINEERING !4P jchavez 03/17/2022 PERMIT SET Copyright©2022 - Bruce Dees & Associates (All Rights Reserved) a7 m w y N r � N dt D Co _<� .0 m� a� wU a a U � o � o U N V J m c C N w� 3 A4Q�-a J (!J N3 N m N N 0 0 N 0 0 0 � C) Z � Y � C)Q Z2 3 a a� O 11 z m Q N N N W O ri O 1 O N N Z Z a a Z W Cn W O Z Z N M M - 2 2 > O O LLI H H W W CL CL 7j � J Q W W O 0LU V♦ a 44 O W 1� O LU a 4 Q V �y� 06 �1 N w LU nsoi SCALE: NOTED C6ml R-419530 Sheet 30 of 40 CADD filename: R:\DRAWINGS\17501 - RENTON KIWANIS PARK IMPROVEMENTS\12 - REVISED BID SET\17501-C6.1.DWG Plotted. 3.09.22-21:46 By.(sjensen) BID #: