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HomeMy WebLinkAboutW-435601i Ld Q C/) z F- z U W w 0 O W O I..L W W W 0 z Q w Q z O 0 W Z W L� \ 0 TES WA TER NOTES SEWER' /d0 TEJI R 1 3' COVER MINIMUM. (TYPICAL) OINSTAL.L NE 44 I RY SEWER'•MAN A2REMOVE AND SALVAGE EXISTING ' FIRE HYDRANT. O REMOVE EXIS G SANI 0 0 \ SEWER MANHOLE AND " INSTALL SHACKLE RODS TO WITH NEW SANITARY S \ BEND PER CITY OF RENTON MANHOLE, ; °% STANDARD DETAILS. PVC SIpE SEWER STI \ o 5 314" WA TER SERVICE REPLACEME ER STANDARD YL')Eel \DETAIL ,. 20. PICA'" Ol :O7 PLU-EX13TING SANI TA : Y 0o ALL SJr'RVIC C ,lV 'ECT 'NEW, SEWER METER SET ANN NEW 52 58 d \ COPPER TA 1ECE'TO i 8 ABANDON EXIS JG SA Y `° CUSTOMER P / A T SEWER MANHOL' ---_ � M R V E SERVICE �, LINE. ? \ 15 + C' Q'�A?l A•�1�'0 `� 00 A6CL OSE VALVE AND REMOVE EX. N 12g J Q N oo VAL VE BOX. (TYPICAL FO Q Q� ABANDONED VA VES) r- 4\ • F . O,In N��� N •'" O a:Zw EX O O . 4 "W TO BE F hX O ABANDONED EX 3/4" WATER SERVICE AND \ N1 5 METER TO EX SFR TO REMAIN 7 \ 5 2 A, 6 + Is 03111111,111 p0� W 1'L'Q,gP �� IN w J -4-po 6+00 j x -32-� LF 8 PVC ® o \� 1 372 LF 8" CL-52 R=80.00' 2" IP GA d= 65 "12'54' Yl L=91.06' SSMH A-6 1---- -- --- -- ----------------- 48"0 STA. 5+ 10.7, 4, 0' L T STA. 5+50.0, 5.2' RT (1) 8"x6" TEE (FLxFL) (1) 8" 22%2" BEND (MJxMJ) (1) 8" FLxMJ ADAPTER NOTES: 1. WET TAPPING OF EXISTING WATER MAINS SHALL BE PERFORMED BY A CITY APPROVED WET TAP CONTRACTOR (SPEER TAPS, INC., LEGACY TAPPING, INC. OR OTHER FIRM APPROVED BY CITY ENGINEER). 2. CONTRACTOR SHALL POTHOLE AND VERIFY THE HORIZONTAL AND VERTICAL ALIGNMENT OF EXISTING WATER MAIN AND SHALL LAY THE NEW WATER MAIN TO MATCH. 3, TAPPING TEE SHALL BE STAINLESS STEEL OR STEEL WITH FULL CIRCLE SEAL WITH CORTEN OR STAINLESS STEEL NUTS AND BOLTS. 4. ALL TEES AND VALVES SHALL BE WATER TESTED BEFORE TAPPING OR ASSEMBLY SEALS SHALL BE TESTED VIA AIR PRESSURE AFTER THE TAPPING SLEEVE IS INSTALLED TO THE MAIN AND THE TAPPING VALVE IS INSTALLED. S. TAPPING TEES MAY BE SIZE -ON -SIZE, PROVIDED THE SHELL CUTTER DIAMETER IS AT LEAST 2" SMALLER THAN THE EXISTING MAIN DIAMETER. 6. TAPPING TEES SHALL NOT BE INSTALLED ON STEEL OR ASBESTOS CEMENT WATER MAINS. STD. PLAN - 300.6 PUBLIC WORKS TAPPING TEE a° DEPARTMENT - - 6�28121 L DA71I T� 0.7" 4„ - I BLUE REFLECTIVE PAVEMENT MARKER, STIMSONITE MODEL CBS OR EQUAL, PLACED 4" FROM ROADWAY CENTERLINE AS INDICATED BELOW MARKER MARKER I I� I I I TWO LANE ROAD OFFSET MARKER ON SIDE STREETS WHERE THE HYDRANT IS WITHIN 20' OF A MAJOR STREET, THE MARKER SHALL BE INSTALLED ON THAT MAJOR STREET MARKER MARKER I I I I I I I I FOUR LANE ROAD OFFSET MARKER FIVE LANE ROAD OFFSET MARKER STD. PLAN - 310.3 • PUBLIC WORKS FIRE HYDRANT ASSEMBLY DEPARTMENT PAVEMENT MARKER 6/2812023 NLIM3; 1. FIRE HYDRANT TO BE PAINTED WITH TWO COATS OF SAFETY YELLOW DTM ACRYLIC GLOSS OR ENAMEL PAINT. 2. PUMPER NOZZLE TO FACE ROADWAY OR AS DIRECTED BY RRFA. 3. A MINIMUM 3' RADIUS UNOBSTRUCTED WORKING AREA SHALL BE PROVIDED AROUND THE OUTSIDE OF THE HYDRANT MATERIALS COMPRESSION TYPE HYDRANT (SEE APPROVED MATERIALS UST) WITH 6" MJ INLET WITH LUGS, 5 Y4" MVO, OA HYDRANT 1 Y4- PENTAGON OPERATING NUT, TWO (2) 2 %" NST HOSE NOZZLES, AND 4.875" SST PUMPER NOZZLE EQUIPPED WITH S" STORZ ADAPTER AND 1/8" STAINLESS STEEL CABLE, WITH EXTENSION IF NECESSARY. OB TEE MAIN LINE TEE WITH 6" FLANGE SIDE OUTLET © VALVE 6" GATE VALVE (FLxMJ) OD VALVE BOX VALVE BOX AND LID PER STD PLAN 330.7 O PIPE CLASS 52 DI, LENGTH TO FIT OF JOINT RESTRAINT MECHANICAL JOINT RESTRAINT WITH CONCRETE BLOCKING OR (2) 3/4" CORTEN STEEL TIE RODS GO GRAVEL 1 YV WASHED DRAIN ROCK, MINIMUM V ABOVE BOOT FLANGE WITH 8-MIL POLYETHYLENE SHEETING AROUND TOP AND SIDES OF GRAVEL O CONCRETE BLOCK MINIMUM 16NII"M" CONCRETE BLOCKS UNDER FIRE HYDRANT AND GATE VALVE OI BLOCKING CONCRETE BLOCKING PER STD PLAN 330.1 lO SHEAR BLOCK 4'x4'x6" CONCRETE SHEAR BLOCK AROUND FIRE HYDRANT, SEE STANDARD DETAIL 310.2 O PAVEMENT MARKER BLUE REFLECTIVE PAVEMENT MARKER PER STD PLAN 310.3 STD. PLAN - 310.1 • PUBLIC WORKS FIRE HYDRANT ASSEMBLY °C DEPARTMENT ���•"- _ 6r2�8A2023 FINISHED GRADE 9" TO 12" mm=:2 L-LOOP DOWN TO CENTERLINE OF WATER MAIN TO PROVIDE SLACK IN SERVICE LINE TO METER zIIN UNIMPROVED ROW, w- INSTALL METER BOX w CITY I PRIVATE p. AT PROPERTYUNE WITH 1" COPPER TAILPIECE p. - - PIPINGIPIPING " i it I I SIDEWALK I G 21- TO 30" I �I MATERIALS OA CORPORATION STOP 1" BALL CORPORATION STOP WITH BALL VALVE, AWWA TAPERED THREAD (CC) INLET, QUICK JOINT OUTLET, FORD FB1000-4-Q-NL OR A.Y. MCDONALD 74701BQ © TUBING 1" TYPE "K" SOFT COPPER TUBING 1" SETTER, QUICK JOINT INLET AND OUTLET, PADLOCK WINGS ON INLET ANGLE BALL VALVE, SINGLE CHECK OC METER SETTER VALVE ON OUTLET, FORD VBH74-15W-44-44-Q-NL, A.Y. MCDONALD 721-415WCQQ 44, OR MUELLER B-24701-6AN, INSTALL CENTERED AND SQUARED IN METER BOX, PROVIDE ADAPTERS FOR 5/8"x3/4" METERS OD WATER METER AMI WATER METER WITH RADIO AND BATTERY UNIT, TO BE PROVIDED BY THE CITY EO METER BOX METER BOX, ARMORCAST A6001946PCX18, WITH METER BOX LID, ARMORCAST A6D01969RCI-H7, TO READ "RENTON WATER" O COUPLER AND PLUG COUPLER (PACK JOINT x PACK JOINT), FORD C48-4L-Q-NL, WITH 1" GALVANIZED PLUG IF SERVICE LINE TO PROPERTY IS TO BE INSTALLED IN THE FUTURE O GRAVEL I'/4' WASHED GRAVEL STD. PLAN - 320.1 PUBLIC WORKS APPROVED: DEPARTMENT 1" WATER SERVICE � 6/2 /2( WET -TAP CONNECTION TO EX 8" WATER MAIN PER COR STD PLAN 300.6 1-6" X 8" TEE (MJ x FL) 1-6" GV (FL x MJ) CONIC BLOCKING 1-FIRE HYDRANT ASSEMBLY PER COR STD PLAN 310.1, 310.2, AND 310.3 CUT T MIN RADIUS \ UNOBSTRUCTED WORKING AREA \ AROUND OUTSIDE OF FIRE HYDRANT \ -ONE MAN ROCK 4'x4'x6" CONCRETE SHEAR BLOCK FILL Y MIN RADIUS - UNOBSTRUCTED WORKING AREA AROUND OUTSIDE OF FIRE HYDRANT 1 6 / \ Wx4'x6" CONCRETE SHEAR BLOCK NOTE: 4'x4'x6" CONCRETE SHEAR BLOCK AROUND FIRE HYDRANT WITH EXPANSION JOINT AT BACK OF SIDEWALK, FINISH TO MATCH SIDEWALK, ALL CONCRETE SHALL BE MINIMUM 3,000 PSI AND SHALL BE MECHANICALLY MIXED -JOB SITE MIXING, HAND -MIXED CONCRETE, AND MOBILE CONCRETE MIXERS ARE NOT ALLOWED. STD. PLAN - 310.2 PUBLIC WORKS FIRE HYDRANT ASSEMBLY DEPARTMENT SHEAR BLOCKe) _ s;zB;zoz3 W Z >J I- 10_ C) W ola DIRECTION OF FLOW �o -3.. (MIN.) I 6" MIN. 6"MIN.(TYP.) UNION (TYP.) PLAN a 3"MAX. z � z O O 6"MIN. Q TO CITY METER STACKED METER SECTION 6" MIN. FREE BOXES DRAINING GRAVEL NOTES: 1. ALL DOUBLE CHECK VALVE ASSEMBUES (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. PUBLIC WORKS 24" TO 2" DOUBLE CHECK VALVE STD. PLAN - 340.8 DEPARTMENT ASSEMBLY FOR IRRIGATION OR RESIDENTIAL FIRE SPRINKLER MARCH 2O10 8 U, .: 101 . eMf V. At MHH ul M. 0 20 40 WIH '. �P z.50 f,l �1 W ::, N i %' w 1 "= 20' 14, : E tx O, 13 NEW DCVA TO BE INSTALLED x ON -SITE PER COR STD PLAN x 340.8 N,,,A•P"- 500.00' i d=2J27'28" NEW 1" WATER METER AND 71' SERVICE INSTALLED BY CITY 'f FORCES PER COR STD PLAN 320.1 Gp�Jk. O w 8+00 LF 8 PVC @ 3.37A)� xxxxxxxxx r 2 SSMH fA - 5 54"0 T FIRE HYDRANT SHALL BE INSTALLED WITHIN THE LANDSCAPE AREA IN THE ROW, A MINIMUM OF 5' FROM DRIVEAWYS a `�1 -. { CID Al � 3 9+00 / • C9 w 20 �.;A kt� � w y 28 2 �' 21LF 8" CL-52 DI STA. 9+ 19.8, 9.2' RT W/ POL YWRAP 051$10 (1) 8" 11%4` BEND (MJxMJ) 14040 N� 2 STA. 9+40.6, 8.3' RT jDj)(1) 12"x8" TAPPING TEE (1) 8" GV (FLxMJ) (1) 8" 90" BEND (MJxMJ) CONNECT TO EX. 12" DI Ll ' A !If 'y! " y AS -BUILT HAVE BEEN PREPARED BY CITY OF RENTON OUR, INC. HAS ADDED AS -BUILT INFORMATION TG 'il t GROUPFOURInc. .k:. '4. �' 1. ♦' 'i• •5' , Land Surveying /l Civil Engineering 282 8 P VC p�. Land Use Planning 71 Biological Sciences PROPOSED FIRE HYDRANT LOCATION SCHEMATIC 16030 WAS -WOO)362-4 * * * ' p , Jc 0 (425)7 5-4581FAEBOTH2-3ELL, (425)775-4581 44 (206)362-4244 FAX(206J362-3819 ww.G P4.xm www.GRP4.com BY: JEREMY VALDEZ - CITY OF RENTON WATER UTILITY N . No. REVISION DATE BY ENGINEERING AS-BUILTS 12-3-10 RVM 01 /30/2025 ~ 740 G4 PROJECT NO. 09-4193 w Z C) 130 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . : 20 8+ 00 9+ 00 AS -BOIL T DRAWINGS HAVE BEEN PREPARED FOR AS-BU/L T RECORD BASED ON /NFORMA TION PROVIDED BY THE CONTRACTOR AND GROUP FOUR, INC. SURVEYORS, AND STAMPED BY THE ENGINEER. SURVEYED: SCALE: 1 "-20' VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/13/1991 CITY TY OF ML RENTON Planning/Building/Public Works Dept. 2009 EARLINGTON WATER & SEWER IMPROVEMENTS PLAN AND PROFILE: SW 4TH PL STA 5+00 TO STA 9+50 RECORD D RAW I N G/AS -BUILT DATE: � � �2 / /09 12/06/10 u6 DESIGNED: Aw' JH 11/20/12 PAGE: DRAWN: Aw, JH ONE INCH DRAWING NO: CHECKED: AG, DC, AW, JH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY DATE APPR APPROVED: AG, DC, LH SHEET: OF: 5 32 W-435601