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HomeMy WebLinkAboutW-404810EXISTING WATER LIME E a� 0 0 N I lip 0i co a� a� / 00 i CD CD CD 00 i U 0 > 0 0 Q lit < Lq E: L, BOLTHOLES — 3 PLCS EQUALLY SPACED 12V APART ON 23 1/16' (586mm) DIA B.C. (SCE DETAIL) RENT0N SEWER 3I XAIE ry use COVER & FRAME PLAN VIEW 25' DIA, C635mm] 1' 3/4' [25nrl] I �i'h1`I 8 3/4' L 2 1/2' [222mm] 164mm] TYP COVER SECTION VIEW COVER BOTTOM VIEW 3) BLT SIX, FALLEN HEAD) 1.5 SS RUBBER WASHER EON BOLTING DETAIL 26 112' DIA C673mm] 5 1/4' DIA C641mn] 1 i/W 1/4' 1 1/16' FF 1 i 1/4' C6rin) IIlA C27mm] [6mrtl] r [27rim] NEOPRENE GASKET } r 1/9' t 1152lnr12 [inn] 5/9' 23 3/8' DJA CL OPEN I ER3nn] 116mm] Es94mm] I GASKET GROOVE DETAIL 27 5/16' DIA C694mrn) 34 1/8" DIA CBb7rlrr] NOTES. FRAME SECTION VIEW 1. ALL COVERS SHALL BE LOOKING LIT} PER EAST JORIDAN IRON WORKS INC. No, 3717C1 OR EQUAL. 2. USE FRAME AND COVER FOR STORM (SPECIFY "DRAIN" ON COVER), SANITARY (SPECIFY "SEWER"), DR WATER (SPECIFY "WATER"). SM. PLAN — 401 PUBLIC WORKS MANHOLE FRAME AND COVER 'fin p DEPARTMENT DECEMBER 2008 f- LAIN TO CITY METER STACKED METER SECTION S" MIN. FREE BODES 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 13Y 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 ANO APPURTENANCES SHOWN ON THIS PLAN. 1 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 SMALL BE SENT OR FAMED TO CITY OF RENTON WATER UTILITY ENGINEERING DEPT.. ATTN: WATER UTILITY CROSS —CONNECTION CONTROL SPECIALIST. FAX NO. 425-430-7241. 4, DCVA ANC METER BOX SHALL BE LOCATED ON PRIVATE PROPERTY AND AS NEAR AS POSSIBLE TO THE WATER METER. L I + PUBLIC WORKS TO 2" DOUBLE CHECK VALVE STD. PLAN— 340.8 `+ DEPARTMENT ASSEMBLY FOR IRRIGATION OR ' RESIDENTIAL FIRE SPRINKLER „ - �IriARCI I010 ASBUILT SEWER + WATER NOTES + DETAILS OF FOREST TERRACE PLAT A PORTION OF SECTION 04, TOWNSHIP 23 N., RANGE 05 E., W.M. CITY OF RENTON, KING COUNTY, WASHINGTON r x 3t [-- EX- SEWER MAIN PROPERTY LINE - ___—SPOOL (LFN:GTH AS NEEDEa) 2 I a C6" SEWER STU9E FUTURE 4' SIDE SEWER 2" Il 4'" STUD MARKING POST PAINTED SEWER MAIN TEE X 5" TEE i 6- CAP/ VHTE WITH THE WORC 'SEWER' STENOILED IN 3" HIGH BLACK LETTERS AND #6 WIRE 1 WRAPPED AROUND THE STUD ANO EXTENDED TO THE TOP OF THE STUD. COUPLING (TYP_) I �i ! I ------------------------r— + -- ----r L___U REND AS - REQVIRED E)Q571NG SANITARY SEWER MAIN �.2 q% IN. OI 6" SEWER STUB SEWER MAIM SIZE 6" TEE a xc'X6' SURFACE CLEANOUT WITH CAST IRON RING AND COVER (EAST JORDAN IRON WORKS PRODUCT NO. 00357502 OR APPROVED EQUAL, SPECIFY "SEWER" ON LID), (SEE STD. PLAN 403.1 FOR INSTALLATION) JM EACi_E THREADED CLEAN -OUT ADAPTER HUEI & PLUG (OR APPROVED EQUAL) Y-� FUTURE 4" SIDE SEKR 6'Xl,'jt0' WYE FUTURE G"x 4" REDUCER TID EXIISTI A. VATRI#7E1) CLAr MAIN - CUT IN A NEW PVC 'TEE" USING 'STRONG -BACK` FIXXIQI.E CGUPLINGS (FERNCO OR APPROVED EQUAL). B- CUNCRETE MAIN - CUT IN A NEW PVC 'TEE' USING "STROhiG-BACK' FLEX ULZ COUPLINGS (FERNCO OR APPROVED EQUAL). C. PVC dt C900 PVC MAIN •- CUT IN NEW T> E USING RIGID COUPLINGS OR CORE-URILLIEC WITH A ROMAC SADDLE (OR APPROVED EQUAL). D. DUCTILE LRON MAIN - CORE --DRILLED WITH A ROMAC SADDLE (OR APPROVED EQUAL) E. MANHOLE CONNECTION ALL CONNECTIONS TO MANHOLES SHALL BE AT MANUFACTURED KNOCK-OLITS OR THE STRUCTURE SHALL BE CORE -DRILLED. 30010 CONCRETE • / A h BL4CI(ING ,� 2 Av � � 7Q�}C� Zx MIN SL9PE HORIZONTAL 8" TEE 6" MIN. SEWER SEWER MAIM MAIN CONCRETE BLOCKING 6%,� OF TEE AT MAI(�ETWFEN 25L AND -ILL TYPICAL SIDE SEWER 1Q UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE A MINLMIJM 2_$' COVER AT PROPERTY LINE OR 3-5' LOWER THAN THE LOWEST HOUSE ELEVATION, W1H:CHEVER IS LOWER. STANDARO SIDE SEWER 5TD. PLAN - 406.1 PUBLIC WORKS APPROVED: DEPARTMENT INSTALLATION (SEWER MAIN TO PROPERTY LINES � � .ev rw'�nnwr DATi +rN[ 11tib Ain-Nn MARKER 10' PAD EL PER PLAN co (TYP) 3' MIN IE=PER PLAN LENGTH & SLOPE PER PLAN. 2% SLOPE MIN. & 100% MAX ALL 9O- TURNS SHALL OE At;CElttpLl$HEO BY MEANS 6F q WYE WITH CLEANOUT AND 45' BENd_ TWO 45' RENDS SHALL NOT BE 4" BEND AS REQUIRED (NO MORE ACCEPTABLE. (SEE NOTE 11) THAN 45' BE%D), EVERY 2N.D 4" CLEANOUT WYE VATH CHANGE IN DIRECTION OR CRADE 45' BEND AND PLUG. %I.L REWIRE A SU".401: (SEE NOTE T1) CLEANOUT WYE. (SEE NOTE 11) LLL LJ LJ HOU5E HOU5E � HCIL]SE � HOUSE o IL a a }t 3 -D MIN Vona �: 4" SEINER PIPE u i=;i4 E CLEAN0U7 4,. 5UIRF.ACE (TYPICAL) M5••x 6•'x6" WYE i, CLEANOUT SEE STD PLANT - 4D7j WYE 4" TEST TEE WITH } TH I`LVQ FAGS UP u4" AYE WI(TYPICAL) PROPERTY LINE CLEAyOUT 3' WIN U 6 x 4" REDUCER ra __ z (TYPICAL) F F F MAIN SEWER LINE " w x 4' SEWER 1`11RE, SEE NOTES 2 AND 3, MINIMUM LIME SIZE F0- QTHER THAN SINGLE FAMILY IS �.. PROPERTY LINE NOTES: z IF THE ♦3UIL01NG SEWER SERVES ANY F1XTIURE HAYING T. prig to Installation of a sanitary sewer connection, a aide -sewer �e a FLOOD LEVEL RYAS LOCATED 6ELOW THE ELEVAT10N permit must be purchased from the City of Renton Putrllc Works p OF THE NEVI UP57REAM MANHOLE GAYER OF THE f}e art r Qf t_ PLII3LIC SEWER SYSTEM, A BACKF'LOW PREVENTION p DEVICE SUCH AS CLEAN CHECK EXTENDABLE n BACIKWATER VALVE OR APPROVED EQUAL SHALL BE 21 Types of pipe and fittings that can be used for sanitary sewers `n 3 INSTALLED. Eh411 be ripprbVL-d by the Departlnant aI Pubilt Works. RuhBer of m neoprene gQskets 4s SpeciFed 4y the mgmifacturer, stiall be 4" FLEMBLE COUPLING [FERNCQ DR EQUAL) used on polnts. x a 9 3_ A minlmum grad& of 2A (1/4" per foot) must be.mclntoined w 5LrRFA� GLEANOUT r m 4"x 4"x4" WYE 4" pipe. In the event a Z% grade cannot be Iricintained, the 4" PIPING owner must sign a'City of Renton grade reltage farm and thrn Con lnstaP 0" pipe ❑t a grade of 1%. BUILQI PLa A,N FOR 4. For inspeclion aI side sewer, -call 24 hours in advance. The LOW ELEVATION HOUSE inspection phone numbiev Is on the side sewer permit 51te must be ready For inspection and representotival on site when Inspector Arrives at appointed time. Side sewer and stub shall be tested per Clty sppeFiratlons. Make the connection at the MAIN TO PR{)Pt RTY DIN£ 5'-0" house. Da oat baekfill the ditch until approval ;s given by the PROPERTY LINE FROM. 714E HOUSE 13UILDING DRAIN nape et or. Fin ❑I appr rival will be Ur on lad ❑fter khe a isf in(U sup:. SIRE SEWER BUILDING SEWER 21_6„ tank has been pumped out and Filled wiFh sand. — TO 3'-G' 3'-0"k11N_ 5. Install side sewer with 2' minimum cover, 15" cover is allowed of the ilQuse If outlet Is shallow. ` 1 6_ If side sewer stub rs not avnbable The owner stroll be cam oe m � respanslblr For its Installation per stondard drawing 4Q6,1. All L=Jm m N m N 2 m x� - A x x JT+ Work within street right—tlf—w❑y shall be done by ❑ licensed ❑nd om E_ v m 0 } m¢ i o bonded contractor. m m o N 'rT y vi Ct O ptl 7• All *ark shall be ncGompll9hali m ocGordanu with lha Washingko- r- 0 p in 2 o z r F, as ndust6al Saftty and Health Act. (WSHA) R, ,,,I G i*1 # n o Amy m fS 9 2 D Ln ;A r-..I �� 0 D c S. All trench restoration for side sewers in the Public (light -of -way 16 a : z z '- i shall corlfcm to the most current trench restoration .1y p ran com m 0 t4iovin rrtenih aE in the Rel510n Skmdord RroWings_ r1I= nx x a xIn a 9. All building sewer and side sewers shall have bedding In x' rno 9 O occordonc� with standard dm Wmg 405_ . �-U,_U � r z-o z -M 1D, There shall be o minimum 10 feat horizontal separation bctwee?, M 0 5 5nnitbry @ioff sewers rind water servlcat and p minimum 5 foot F harrrootai separation between sanitary side savers and oL1 ofher m cn utilities. a Q 11, The Cleoil uL kt khe Rlghi-4l-th1❑y philll ne Ingtrilled per CALL FOR LOCATIONS BEFORE YOU DIG Standard Plon 4D7_ The cleanaut at the buldinq shall be 48HR LOCATORS I— Q-424—r�5n,$ in9tailed to sl,rfoce grado. All other cleoricwts shall be installed 'n wiFhi•i 1=" of ;n- g:,rfoce 4 r TYPICAL BUILDING SEINER STD, PLAN — 408.2 + 'PUBLIC WORK' FROM PROPERTY LINE TO DEPARTMENT BUILDING CONNECTION AUGUST 2013 53'RW Z 2� W z VARIES VARIES J SEE SEE PLAN PLAN 10' MIN SEPARATION TEE CONNECTION 1.5' MIN WATERMAIN / 4 VERTICAL BEND AT I JUIIVI Ul- 1' TYP 3: W z PAD EL PER PLAN 4' �3' MIN 6" SIDE SEWER SERVICE STUB ® 2% MIN IE 8" @ MAIN TYP GRADE BREAK PER PLAN SEWERMAIN 6" SIDE SEWER O SERVICE STUB @ SLOPE PER PLAN SD PER PLAN SHALLOW DEPTH SEWER MAIN SANITARY SEWER STUB CROSSING DETAIL NOT TO SCALE BENCHMARK FOUND PUNCHMARK IN 1 Y4" BRASS FOUND PUNCHMARK IN Y8" BRASS PIN DATUM DISK IN CONCRETE MONUMENT IN CASE IN CONCRETE MONUMENT IN CASE 0.4' BELOW GRADE (7/20/2017) 1.4' BELOW GRADE (7/20/2017) HORIZONTAL DATUM: VERTICAL DATUM: OBSERVED (NAD 83/11) OBSERVED (NAD 83/11) NAD '83/'11 NAVD '88 N:191092.94, E:1311476.14 N:191241.77, E:1311481.30 1 RECORD DRAWINGS AS BUILT REVISION TJS 1/12/22 BJT SURVEYED: DESIGNED: TJS DRAWN: TJS CHECKED: BJT BY DATE APPR APPROVED: BJT SCALE: N/A ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 19W HORIZONTAL: NAD 19a3/1g91 DATUM IE=PER PLAN PLAN VIEW TESTING DETAIL. Ti LINE VERTICAL CROS5(9JxFL) FOR POLYPIGIS NG ONE BLIND FLANGE CAN TOP WITH 2"TAP & 2"PLU0 ONE BLIND FLANGE ON BOTTOM ONE (14J) PLUG WITH 2" TAP Ec 2" TEMPORARY BLOW -OFF TEMPORARY BLOCK L CUT -IN (BY CITY FORCES) TEE (FLxFL) W1 C€7NC, BLOCK 1- QATF VALVES (FTxMJ) 2- SOLID SLEEVES (MJ) OR RO-MAC COUPLINGS 1- PLUG (MJ) W/2"TAP k TEMP. SLOW -OFF TEMP, BLOCK EXISTING WATER LINE Ex1Sl1NG WATER LINE FINIAL CONNECTION DETAIL AFTER ALL TESTING, CLEANING OY POLYPIG, AND DISINFECTION, REMOVE TEUP. BLOCK & BLOW -OFF dt CONNECT WITH SLEEVE (W) do C.l. 5POOLS FINAL CONNECTION BY CITY FORCES EXISTING WATER LINE =- — '- STD. PIM — 900.5 *fi 1r PUBLIC WORKS CONNECTION TO WATER MAIN CUT DEPARTMENT IN -LINE TEE & ONE VALVE MARCH 2010 %R CITY OF RENTON Planning/Building/Public Works Dept. J. TAB � O v z y 423 p �� STE NA L 2/ 7/21 V i o .� O (0 M C � C U.I c N M a 00 N d1 N i 4 LO i C L0 4-7 N N /M W r0, V r Y 0 C) 0 I 00 J S-404812 W-404810� IN COMPLIANCE WITH CITY OF RENTON STANDARDS Q J W U Q 00 T O ASBUILT SEWER + WATER NOTES + DETAILS DA2/7/2022 m FOREST TERRACE PLAT �8001' c~OO PULTE GROUP, INC DRAWING No: W 3535 FACTORIA BLVD S.E., #600 oc (w, BELLEVUE, WA 98006 SHEET: OP Q v L.L. m