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HomeMy WebLinkAboutR-395513LI,I Q z J 1 SHACKLE RODS (TYP) i R I TURNBUCKLES THREAD 6"_ 4 m A' a = < o a o m a w � I o qa a m ,a z w L a 5 TYPE A TYPE B BLOCKING FOR 45' VERTICAL BENDS VB S d L a_ 0 C, N z w mw w 0 z H y w�, W C. J U, 17N z 0 O w OHN w U K a Q 0 0 U O f- p w _ "W U W w U U NZ !n- d UwOz m woZ O1- Z CO�0 o _C, d ~ w > OO N 0 4" 27 3 6' 300 45 64 4 3/4 20 8" 125 5 30 TYPE A BLOCKING ,FOR 111/4' & 221/2' VERTICAL BENDS VB S d L d w w w z C o , Z W w Y N O N Z w w- mm w w (Yj m 0, 1- Q NN _ "w O~ N m C w W U N �� O" J Q O W 10 Um wOw w 0] U1U O L`UU O Z Z Vn- 1- n F=p w U O Z W 0 w Z 0 0- Z O- H U > Oz 0 N a ~ p o 4" 300 111/4 8 2 3/4 18 221/2 12 21/4 24 6" 300 111 /4 12 21/4 3/a 24 221/z 27 3 8" 300 111/a 16 21/2 3/4 24 221 /z 43 31 2 111/4 64 4 1 24 12" 300 221/2 125 5 1 T 36 `R 'INSIDE RADIUS OF SHACKLE ROD BEND 'SHACKLE RODS' S TYPE B `�Y O n PUBLIC WORKS DEPARTMENT CONCRETE BLOCKING FOR VERTICAL FITTINGS STD. PLAN - 330.3 MARCH 2O10 RECESSED LIFT POCKET e SEWER e O � O 10-1/2" 1/4"12-1/2„ 1° I 2-1/4" 14" 2-3/4 Not to Scale FRAME 9,-n" nlAL.rTro 9'_n J )R {I )ABLE I 6'I 11 12 -1 CAST IRON RING AND L 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 1'-0" THICK, 2'- 0" SQUARE CONCRETE, CLASS 3000, PAD AROUND THE RING AND COVER. STD. PLAN - 403.1 .�• PUBLIC WORKS 8" OR 6" CLEANOUT APPROVED:- "` DEPARTMENT FOR SANITARY SEWER MAIN cVASIVaua D We N "n L TOP SECTION VIEW 8" 2'-0" V-6" V-6" V-6" 2 10" 2'-e 1'-6' 1'-6` V-6" 2 12" 2'-s" 2-fY 1'-6 1'-6° 4 16" T-0" 2'-6" 2'-D• V-6" 4 NOTES: 1. CONCRETE SHALL 3000 P.S.I. READY MIX POURED IN PLACE 2 REINFORCED BARS SHALL BE DEFORMED BARS AND TIED TOc ER. 3, FOR FORK AT FADE OF ANCHOR :AU. BE RE COVED. BACKFILL AT FACE OF ANCHOR WLL MUST BEPACTED TO R5%MAX DRY DENSITY BASED AS V557 PRIOR TO REINSTATING SERVICE OF THE WATER MAIN. ELEVATION VIEW NOT TO SCALE N. V RESAR AT 8" ON CENTER O O7HOENDTA SNDARD HOOKS lzY CONCRETE DEADMAN BLOCK STD. PLAN - 330.4 + PUBLIC WORKS DEPARTMENT MARCH 2O16 W (SEE NOTE 7) LIMITS OF PIPE ZONE �Ir BEDDING MATERIAL FOR SANITARY SEWER PIPE O.D. OF PIPE (SEE NOTE 5) FOUNDATION LEVEL / 6" BEDDING FOR SANITARY SEWER 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 OR PEA GRAVEL. 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 - 40S •�• PUBLIC WORKS PIPE BEDDING AP P OVED: "` DEPARTMENT FOR SANITARY SEWERS 6 weep w",�, DATE nOnn WA fl 0 nn design PLLC A CIVIL ENGINEERING COMPANY 219 First Avenue S., Suite 401 Seattle WA 98104 206 402 4644 2 BID ADDENDUM # 1 3 BID ADDENDUM 2 5 CONSTRUCTION ASI-1 N0. 1 REVISION L'L_Hly TO CITY METER STACKED METER SECTION 6" MIN. FREE BOXES DRAINING GRAVEL NOTES: 1. ALL DOUBLE CHECK VALVE ASSEMBLIES (DCVA's) MUST BE LISTED ON LATEST LIST OF "BACKFLOW PREVENTION ASSEMBLIES APPROVED FOR INSTALLATION IN WASHINGTON STATE", PUBLISHED BY STATE OF WASHINGTON DEPARTMENT OF HEALTH. 2, THE OWNER/APPLICANT MUST OBTAIN A SEPARATE CITY OF RENTON PLUMBING PERMIT FOR THE INSPECTION OF THE INSTALLATION OF THE DCVA AND PIPING. THE OWNER SHALL FURNISH, INSTALL AND MAINTAIN THE DCVA AND ALL PIPING AND APPURTENANCES SHOWN ON THIS PLAN. 3. THE DCVA MUST BE TESTED BY A STATE CERTIFIED BACKFLOW ASSEMBLY TESTER AFTER ITS INITIAL INSTALLATION, AFTER REPAIRS AND ANNUALLY THEREAFTER AT OWNER'S EXPENSE. A COPY OF THE TEST REPORT SHALL BE SENT OR FAXED TO CITY OF RENTON WATER UTILITY ENGINEERING DEPT, ATTN: WATER UTILITY CROSS -CONNECTION CONTROL SPECIALIST, FAX NO. 425-430-7241. 4. DCVA AND METER BOX SHALL BE LOCATED ON PRIVATE PROPERTY AND AS NEAR AS POSSIBLE TO THE WATER METER. Y GT ° 34" TO 2" DOUBLE CHECK VALVE STD. PLAN - 340.8 a + PUBLIC WORKS ASSEMBLY FOR IRRIGATION OR f- DEPARTMENT RESIDENTIAL FIRE SPRINKLER �NTp MARCH 2O10 -EX. SEWER MAIN }, PROPERTY LINE ---SPOOL (LENGTH AS NEEDED) Z a ( I 6" SEWER STUBE ;;, FUTURE 4" SIDE SEWER 2"x 4" STUD MARKING POST PAINTED SEWER MAIN TEE X 6" TEE I 6" CAP J WHITE WITH THE WORD 'SEWER" STENCILED IN 3" HIGH BLACK LETTERS AND #6 WIRE w I WRAPPED AROUND THE STUD AND 7 EXTENDED TO THE TOP OF THE STUD. try � COUPLING (TYP.) a 3 0I II 6"X5"X5" SURFACE CLEANOUT WITH CAST IRON RING AND COVER _ ( (EAST JORDAN IRON WORKS PRODUCT NO. 00367502 OR O ' APPROVED EQUAL, SPECIFY "SEWER" ON LID), (SEE STD. PLAN 403.1 FOR INSTALLATION) rT -_ -------------------------- LJ JM EAGLE THREADED CLEAN -OUT ADAPTER HUB --- BEND AS &PLUG (OR APPROVED EQUAL) REQUIRED EXISTING SANITARY SEWER MAIN -2.0% MIN. SLOPE \ ` FUTURE 4" SIDE SEWER oa SEWER STUB 6"X5"X6" WYE FUTURE 6"x 4" REDUCER `SEWER MAIN SIZE X 6" TEE ACCEPTABLE PROCEDURES FOR SIDE SEWER CONNECTIONS TO EXISTING SEWER MAIN j4 s�1 I A. VITRIFIED CLAY MAIN - CUT IN A NEW PVC "TEE" USING "STRONG -BACK" FLEXIBLE COUPLINGS (FERNCO OR APPROVED EQUAL). 8, CONCRETE MAIN - CUT IN A NEW PVC "TEE" USING "STRONG -BACK" FLEXIBLE COUPLINGS (FERNCO OR APPROVED EQUAL). C. PVC k C900 PVC MAIN - CUT IN NEW TEE USING RIGID COUPLINGS OR CORE -DRILLED WITH A ROMAC SADDLE (OR APPROVED EQUAL). D. DUCTILE IRON MAIN - CORE -DRILLED WITH A ROMAC SADDLE (OR APPROVED EQUAL) E. MANHOLE CONNECTION - ALL CONNECTIONS TO MANHOLES SHALL BE AT MANUFACTURED KNOCK -OUTS OR TIE_ STRUCTURE SHALL BE CORE -DRILLED. boos 3000 PSI MIX /ph CONCRETE -� i P O�K�NG BLOCKING �!� 45 MAN __--____2X MIN SLOPE 6" TEE HORIZONTAL 6" MIN. SEWER SEWER MAIN MAIN CONCRETE BLOCKING ANGLE OF TEE AT MAIN BETWEEN 25' AND 45' TYPICAL SIDE SEWER NOTE: UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE A MINIMUM 2.5' COVER AT PROPERTY LINE OR 3-5' LOWER THAN THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER. +V STANDARD SIDE SEWER STD. PLAN -406.1 .o PUBLIC WORKS APPR VED: ��� DEPARTMENT INSTALLATION O (SEWER MAIN TO PROPERTY LINE) DAT 08Q 18 2017 SURVEYED_ OU 29 2017 DESIGNED: 11 15 2017 TTG DRAWN: TTG CHECKED: MJE BY DATE APPR APPROVED 4" FL.xP.E. DUCTILE IRON CLASS 52 CEMENT LINED PIPE WITH COLLAR 18" FROM P.E. AS SUPPLIED BY PACIFIC WATER WORKS SUPPLY CO INC. PRIVATE CITY PIPING PIPING 12 3'-4" '] [� Z LONG 7 -L a TEE (MJ x FL) GATE VALVE �.. (FL x MS) -4" 12 � 2' 4,_8„ o O THE BY-PASS ASSEMBLY SHALL BE INCLUDED AS PART OF THE DETECTOR AS PART OF THE DOUBLE CHECK VALVE ASSEMBLY. TOUCH READ PIT LID SENSOR MOUNTED ON STEEL PLATE COVER THROUGH 2" DIA. DRILLED HOLE IN COVER. INSTALL EPDXY NON -SHRINK GROUT 4" DUCTILE IRON CLASS 53 P.E.xP. E. PIPE, CEMENT LINED, LENGTH TO FIT. DEADMAN BLOCK REQUIRED TO BUILDING bJ CONCRETE BLOCKING 12" ALL AROUND 4" GATE VALVE (MJ) WITH INDICATOR POST. INDICATOR POST VALVE SAME SIZE AS DOUBLE CHECK VALVE, PAINTED RED. 4" FLANGED COUPLING ADAPTER EQUAL TO ROMAC. ALL DETECTOR DOUBLE CHECK VALVE ASSEMBLIES SHALL INCLUDE RESILIENT SEATED SHUTOFF DOUBLE CHECK VALVE ASSEMBLY INCLUDES TWO VALVES AND TEST COCKS AND CAPS. AND RESILIENT SEATED SHUTOFF VALVES. APPROVED CROSS -CONNECTION CONTROL ASSEMBLIES PER D.S.H.S. LATEST APPROVED LIST. PLAN TOUCH READ PIT LID SENSOR U UPRECAST CONCRETE VAULT WITH 2 - 3'x3' HINGED MOUNTED ON STEEL PLATE STEEL PLATE COVER. DIMENSION 4'-8" x 7'-0" x 7'-0" COVER THROUGH 2" DIA. UTILITY VAULT CO. 577-LA OR EQUAL. GALVANIZED STEEL LADDER DRILLED HOLE IN COVER. r3' I k_,TTO48" INSTALL EPDXY q•_3" NON -SHRINK GROUT (TYP.) 2" 41 �12„ 2 _9_L' 7. CONCRETE SUPPORT PADS OR ADJUSTABLE PIPE SUPPORTS. ELEVATION NOTE: 6" MIN. DRAIN TO DAYLIGHT OR STORM DRAIN SYSTEM INSTALL GALVANIZED LADDER FOR ACCESS. AFTER FIELD INSTALLATION, MAIN DDCVA AND BY-PASS COMPACTED FOUNDATION DCVA MUST BE TESTED SATISFACTORILY BY A DEPT. OF GR_AyEL HEALTH CERTIFIED BACKFLOW ASSEMBLY TESTER. TEST REPORT TO BE SUBMITTED TO CITY OF RENTON WATER UTILITY ENGINEERING DEPT. PRIOR TO ACTIVATION OF NEW LINE. INSTALL.. Y4" FLAR,E.. TEST COCKS WITH Ya' FLARE CAPS, �Y PUBLIC WORKS 4" DDCV ASSEMBLY WITHOUT STD' PLAN - 360.3 DEPARTMENT STANDPIPE OUTSIDE INSTALLATION MARCH 2O10 2 1 MAX. SLOPE _ ICI i _ -III III I I I-1 I I-1 I I- I I I 3 LEVEL BOTTOM 11 1' MIN. _ 2' MIN. SWALE SPACING DEPENDS ON SLOPE GRADIENT NOTES 1. CONDITION OF USE 1.1. REQUIRED AT: 1.1.1. THE TOP OF ALL SLOPES IN EXCESS OF 3HAV AND WITH MORE THAN 20 FEET OF VERTICAL RELIEF. 1.1.2. AT INTERVALS ON ANY SLOPES THAT EXCEEDS THE DIMENSIONS SPECIFIED BELLOW. 2. DESIGN AND INSTALLATION SPECIFICATIONS ` FOR SLOPES STEEPER THAN 2H:1V WITH MORE THAN 10 FEET OF VERTICAL RELIEF, BENCHES MAY BE CONSTRUCTED OR CLOSER SPACED INTERCEPTOR SWALES MAY BE USED. THE DESIRE MEASURE MOST BE DESIGNED BY AN ENGINEER TO EFFECTIVELY INTERCEPT THE HIGH VELOCITY RUNOFF TO A SEDIMENT POND OR TRAP. '2.2. CONSTRUCTION TRAFFIC OVER TEMPORARY SWALES SHALL BE MINIMIZED. 3. MAINTENANCE STANDARDS 3.1. DAMAGE RESULTING FROM RUNOFF OR CONSTRUCTION ACTIVITY SHALL BE REPAIRED IMMEDIATELY. 3.2. IF THE FACILITY DO NOT REGULARLY RETAIN STORM RUNOFF, THE CAPACITY AND/OR FREQUENCY OF THE SWALES SHALL BE INCREASED. ��Y O STD. PLAN - 217.10 .�j PUBLIC WORKS INTERCEPTOR SWALE DEPARTMENT MARCH 2O08 SCALE: VERTICAL: NAVD 1988 1 " = 10, HORIZONTAL: NAD 1983/1991 ONE INCH DATU M AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY AVERAGE SLOPE SLOPE PERCENT FLOWPATH LENGTH 20H:1V 3-8% 300 FEET (10 T020)H:1V 8-10% 200 FEET (4T010)H:1V 10-25% 100 FEET (2T04)H:1V 25-SO% SOfEET CALL 48 HOURS BEFORE YOU DIG! 811 CITY OF RENTON Planning/Building/Public Works Dept. T, S Q D J 0 S-395503 W-395505 R-395513 � IN COMPLIANCE WITH CITY OF RENTON STANDARDS 0 RENTON COMMONS LLC 215 WHITWORTH AVE S, RENTON, WA 98057 COR STD DETAILS m Cn Z O 5 2 O U z O DATE: 11/15/2017 FIELDBOOK: PAGE: 1 DRAWING NO: C7.5 ,z Ir SHEET: 1 4 OF: 15