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HomeMy WebLinkAboutR-409719r� V w a 0 CD 0 U Cn CD 0 CV CD N CV N E CD 0 1n I ao 00 c c a) ao 00 r- r___------- �� EX- SEWER MAIN I I I I PROPER7y LINE SPOOL (LENGTH 'r 11 � I •._.._.._.._.._.._.._.._ 4 1 1 I (LENGTH AS NEEDED) i i i i 3'-U" MIN. 6 SEWER STUB I I I I I I I I I I I 1 I I - SEWER MAIN TEE X F" TEE i SIDEWALK I i ii i�r I I COUPLING {TAP,} kk� 3c I� ------------------------- r .y I� I � rF�_'------ - L__�J BEND AS " REQUIRED FUTURE 4' SIDE SEWER 2"x 4" STUD MARKING POST PAPNTED 6' CAP WHITE WITH THE WORD "SEWER" STENCILED IN 3" HIGH BLACK LETTERS AND #E WIRE WRAPPED AROUND THE STUD AND EXTENDED TO THE TOP OF THE STUI3- 6"X6"X6" SURFACE CLEANOUT WITH CAST IRON RING AND COVER (EAST "DAN IRON WORKS PRODUCT NO. 00367502 OR APPROVED EQUAL, SPECIFY "SEWER- ON LID), CLEANOUT TO BE CENTERED IN A 2'x2' CONCREIF PAD, CONCfRETE PAD TO BE 8' IN 9EP7H, EXISTING SANITARY SEWER MAIN —2.0% MIN. SLOPE FUTURE 4" SIDE SEWER \-6" SEWER STUB 6"XB'X6" WYE FUTURf 6"x 4" REDUCER SEWER MAIN 512E X. 6" TEE ACCEPTARLE PROCEDURES FOR SIDE SEWER CONNECTIONS LQ EXISTING SEWER MAIN A. VITMFIEU CLAY MAIN - CUT IN A NEW PVC "TEE" USING "STRIONG-BAOX" FLEXIBLE COUPLINGS {FERNCO 4R APPROVED EQUAL). B. CONCRETE MAIN - CUT IN A NEW PVC "TEE" USING "STRONG -SACK" FLEXIBLE COUPLINGS (FERNCO OR APPROVED EQUAL). C- PVC & G900 PVC MAIN - CUT IN NTW TEE USING R1100 COUPLINGS OR CORE -DRILLED WITH A RpMAC SAQDLEm �01R APPROVED EQUAL), D- DUCTILE IRON WAIN - CORE -DRILLED WITH A ROMAC SADDLE �CR 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 f2" DIAMETER CR LARGER. G. MANHCLE CONNECTION - ALL CONNECTIONS TO MANHOLES SHALL BE AT MANUFACTURED KNOCK -OUTS OR THE STRUCTURE SHALL PE CORE -DRILLED- / l l. 3000 PSI MIX / CCINCRETi; 9LDCKING `- 6" TEE 6" MIN, SEWER MAIN CONCRETE BLOCKING ANGLE of TEE AT MAIN BETWEEN 25• AND 45' P cp y � CILC G 2 MIPI SLOPE J t1ORIZONTAL SEWER MAIN NOTE: UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE A MINIMUM 2.5' COVER AT PROPERTY LINE DR 3-z LOWER THAN ME LOWEST HOUSE ELEVATION- WH EI-IEVER ES LOWER. AdptL SIDE SEINER STUB Oft STD. PLAN - 40CRI6.1 PDEEPARPARTMENT WORKS INSTALLATION GAZ 9/11/2019 � (SEINER MAIN TO PROPERTY LINE) Iahls Mori, Ad"m,irnSP .:rr E SEWER NOTES AND DETAILS OF DALPA Y SHORT PLAT A PORTION OF THE N.E. 1/4 OF THE S.E. 1/4 OF SECTION 4, TOWNSHIP 23 N., RANGE 5 E., W.M. CITY OF RENTON, KING COUNTY, WASHINGTON ALL 90' 1URN5 SHALL BE ACCOMPLISHED 8Y MEAN$ OF A WYE ATH CLEAHOLIT AND 4" BZNV AS REQUIRED (NO MORE 45' BEND- TWO 45' RENDS SHALL NOT 9E THAN 45' BENO). EVERY 2ND 4" CLEANOUT WYE 'NTH ACCEPTABLE. (SEE NOTE 11) CHANGE IN DIRECTION 9R ;GRADE 45` BEND AND PLUG. WILL REQUIRE A SURFACE (SSE NOTE 11) i CLEANOUT WIFE- (SEE NOTE 11) W W w HOUSE HOUSE OI HOUSEI HOUSE 3 -0" MIN, 4' SEWER PIPE SURFACE CLEANOUT 4" SURFACE * (TYPICAL) fi"x fi"x$" WYE ¢ CLEANOUT 4" SEWER PIPE, SEE NOTES 2 (BEE $TD PLAN - 407) k - 4" TEST TEE WITH AND 3. MINIMUM LINE SIZE FOR ¢„ YYYE WITH PLUG FACE UP OTHER THAN SINGLE FAMILY 15 6" PROPERTY LINE CLEANCUT (TYPICAL) LINE 3 MIf1. _PROPERTY w Ly ti"x 4" REDUCER F F (TYPICAL) F "I MAIN SEWER LINE N NJ❑ TES 1, Prior to Installation of o sanitary sewer connection, o %]clo-sewer ? IF THE BUILDING SEWER SERVES ANY FUTURE HAVING permit must ha purchased from the City of Renton Public Works ai AO FLOOD LEVEL RIMS LOCATED BELOW THE ELEVATION Department. In OF THE NEXT UPSTREAM MANHOLE COVER OF THE y PUBLIC SEWER SYSTEM, A BACKFLOW PREVENTION o DEVICE SUCH AS CLEAN CHECK EXTENDABLE 2. Types of pipe and fittings that may be used for sanitary aawers BACk WATER VALVE OR APPROVED EQUAL SHALL BE shall be approved by the Department of Public Works. !Unless Ln m IN9TALLEO, otherwise approved by the Wastewater Utility, rubber a neoprene gaskets as speckled by the manufacturer, shall be used on � 4" FLEXIBLE COUPLING {FERNCO OR EQUAL} jpltlt8, a 9 SURFACE CLEAftOUT 3. A minimum grade of 2% (1/4" per foot) must be rnolntained 4"x 4'•x4" WYE with a 4' pipe. In the event a 2% grade cannot be maintained. 4" PIPING' with the oppraval of the Public W,Srks Inspector, the controctor may install a 5- diameter srde sewer at no less than 17- PLAN BUILDING DRAIN FOR 4. For inspection of side sewer. CdP 24 hours En edvence, The LOW ELEVATION HOUSE Inspection phone number rs on the side sewer permit. Site must be ready for Inspection and a representotive fln site when 5 Inspector arrives at oppainted time. Side sewer and stub shall MAIN TO PROPERTY LINE 5'-D" -0 be tested per City specifications. Make the connection at the PROPERTY LINE FROM THE HOUSE BUILDING DRAIN house. Do not hockTlll the ditch until approval Is given by the SIDE SEWER BUILDING SEWER 2'-E" Ingpoator- —3`-fl"MIN--- TO 3'-0" S. In9t011 Oide gkwgr with 2' minimum cover- 18" e9vor i2i 4llOwed \yj 4l at the house if Outlet 1s shallow. fj - It side sewer stub I nut nvoilable. Tha wmur h II he b S 4 9 4 - ca m n m z o m cn c a y a+ a M m; A responsible for Its installation per standard drawing 406.1. All # , mX x n work wrthin street right-of-way shall be done by a licensed and zSQo O : n x r a ,�IP6A-00 a- bonded oantractar. Y_ � a o M m A m y o a 0 [� m _U m f, All work shall be accomplished in accordance with the Washing:c, i n u A m a = m Industrral Safety and Flealth Act, (NTSHA) x]tn r-i e m o A z c a:B. NI trench restoration for side sewers rn the public right-of-way i Z a o o m M shall conform to the mast current trench restoration r1 I M rn a requirements 4is in the Renton Standard Drawings. V z o 0 °t o m p a S. All hufld3ng sewer and side sewers shall have bedding in =� occardonce with stondord drawing 405. Ut ;Ua `n PLAN mr° 1D. Whenevar feasible, there shall be a minimum 5 foot horizontal E3UILUCNG SEWER separotign between sanitary aide sewers and water services and z INSTALLATI y a minlmum 5 foot horrxantal separatlon between sanitary side v o sewers and gi other utilltrvs. CALL 811 BEFORE YOU DIG 11. The cleanout at the Right -of -Way shall be installed per to Standard Plan 406.1. The cleanout at the building shall he or 9° Installed to surface grade. All other c€eanouts shall be Installed www.callbeforeyoudlg.org to within 12' of the surface - TYPICAL BUILDING SEWER STD. PLAAI-406.2 PRI PUBLIC DEPARTMMENTINTWC)RKGAZ 5�FROM PROPERTY LINE TO Pa 11/2019 1 BUILDING CONNECTION AL DATE WASTEWATER UTILITY STANDARD NOTES I . ALL WORK AND MATERIAL SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SIP EGIFICATION OF THE CITY OF RENTON PUBLIC WORKS DEPARTMENT AND THE LATEST EDITION OF THE WSDOT1APWA STANDARDS AND SPECIFICATIONS, AS APPROVED AND MODIFIED BY THE CITY OF RENTON STANDARD FLANS & SPECIFICATIONS. A SET OF APPROVED PLANS SHALL BE KEPT ON SITE AT ALL TIMES DURING CONSTRUCTION. 2. DATUM FOR VERTICAL CONTROL SHALL BE NORTH AMERICAN VERTICAL DATUM 1988. HORIZONTAL CONTROL SHALL RE NORTH AMEIRICAN DATUM 195311W1 UNLESS OTHEIRWISE APPRIWED BY THE CITY. I31=NCHMARKS AND MONUMENTS SHALL BE REFERENCED ON THE APPROVED PLANS. 3. A PRE-C-ONSTRUCTION CONFERENCE AND A 24-HOUR NOTICE SHALL BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION. IT SHALL 8E THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS, INCLUDING STREET USE PERMITS, PRIOR TO STARTING CONSTRUCTION. INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTE Y THE PUBLIC WORKS INSPEGTQR 24 HOURS IN ADVANCE OF BACKFILLING ALL CONSTRUCTION.. 4. THE HOURS OF WORK IN THE STREET RIGHT-OF-WAY SHALL BE PER CITY SPECJFICATIONS ON WEEKDAYS UNLESS OTHERW IS APPROVED IN WRITING BY THE PUBLIC WORKS DEPARTMENT. AN APPROVED TRAFFIC CONTROL PLAN MUST BE OBTAINED PRIOR TO BEGINNING ANY WORK WITHIN THE PUBLIC RIGHT-OF-WAY. 5, CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION SITE IN ACCORDANCE WITH LOCAL, STATE AND FEDERAL REOUIREMENTS. 6. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE. THE CONTRACTOR SHALL OBTAIN A DIG TICKET IN ACCORDANCE WITH ROW 19.122 A MINIMUM OF TWO BUSINESS DAYS PRIOR TO STARTING ANY EXCAVATION. THE CONTRACTOR SHALL HAVE A COPY OF THE DIG TICKET ON SITE AT ALL TIMFS- 7. BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS WITH A LOOSE AVERAGE DEPTH OF 12-INCHES, MAXIMUM DEPTH 18-INCHES, THOROUGHLY COMPACTING EACH LAYER TQ 95 PERCENT OF MAXIMUM DENSITY. THESE COMPACTED LAYERS MUST EXTEND FOR ONE PIPE DIAMETER ON EACH SIDE OF THE PIPE OR TO THE SIDE of THE TRENCH. MATERIALS TO COMPLETE THE FILL OVER T+iE PIPE SHALL BE EQUIVALENT TO BANK RUN GRAVEL FOR TRENCH BACKFILL ("3.19), 8. SANITARY SPWEFZ PIPE SHALL 8� POLYVINYL CHLOPIOrE (PVC) RURBEIR-GASKETEO ASTM 0 3034. SDR 35, OR DUCTILE IRON CLASS 50, UNLESS OTHERWISE APPROVED BY THE CITY. 9. SANITARY SEWER PIPES SHALL NOT BE LOCATED UNDER ANY STRUCTURE (WALL, BUILDING FOUNDATION, ETC.) UNLESS APPROVED BY THE CITY, IF A SANITARY SEWER IS TO BE LOCATED UN❑FR ANY STRUCTURE (WALL, BUILDING FOUNDATION, ETC-), IT SHALL BE ENCASED IN A STEEL CASJNG THAT F-XTENDS A MINIMUM OF 5 FEET OUTSIDE OF SAID STRUCTURE. STEEL CASINGS SHALL BE DESIGNED BY A PROFESSIONAL ENGINEER LICENSED IN THE STATE OF WASHINGTON AND SHALL HAVE A 318-1NCH MIN]MUM WALL THICKNESS AND 5HALL BE OF SUFFICIENT SIZE TO ALLOW INSTALLATION OF THE SANITARY SEWER PIPE WHILE MAINTAINING CLEARANCES AS RECOMMENDED BY THE CASING SPACER MANUFACTURER. STAINLESS STEEL CASING SPACERS SHALL BE INSTALLED ON THE SANITARY SEWER PIPE AT OISTANCI`S THAT PROVIDE ADEQUATE SUPPORT TO PREVENT SAGGING. THE ENDS OF CASINGS SHALL BE SEALED WITH WRAP -AROUND FLEXIBLE END SEALS. 10. OPEN -CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED ROADWAYS SHALL BE BACKFILLE0 WITH CRUSHED SURFACING AGGREGATE (WSDOT SPECIFICATION 9-03.9(3) AND MECHIANICALLY COMPACTED UNLESS OTHERWISE APPROVED BY THE CITY. 11. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH THE STANDARDS AND SPECIFICATION OF THE CITY AND THE LATEST EDITION OF THE WSDOTIAPWA STANDARDS AND SPECIFICATION AS APPROVED AND MODIFIED BY THE CITY IN THE RENTON STANDARD PLANS a SPECIFICATIONS. THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL TO A UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE, UNYIELDING BASE. PIPE BEDDING SHALL BE IN ACCORDANCE WITH STANDARD PLAN 405. 12. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED TO THE SATISFACTION OF THE CITY FOR THIF PREVENTIOfN OF ON -SITE EROSION BOTH DURING CONSTRUCTION AND AFTFR TIFF COMPLETION OF CONSTRUCTION IN ACCORDANCE WITH THE CURRENT SURFACE WATER DESIGN MANUAL. 13. THE CONTRACTOR SHALL PROVIDE THE CITY CF RENTON WITH A RECORD ❑RAWHdG OF THE SANFARY SEWER SYSTEM WHICH HAS BEEN STAMPED AND SIGNED BY A LICENSED PROFESSIONAL ENGINEER OR LICENSED PROFESSIONAL SURVEYOR. STD. PLAN - 413 Aouth �►� PUBLIC WORKS WASTEWATER UTILITY APPaEE' DEPARTMENT G7AZ 9/11/2019 1 STANDARD NOTES _ rr�" WnI•Ad...ein"DATE o E. Dq w �F W A Syi,.s rQ v~i 42009 �o I /STFR s/ONA L E��\ 9-21-20 V A>A`' AW W •S 0) c W c m V R-409519 S-409703 I IN COMPLIANCE WITH CITY OF RENTON STANDARDS WASTEWATER UTILITY + Ann Fowler 11/13/2020 ' DEVELOPMENT ENGINEERING c� Nathan Janders 11/12/2020 SURVEYED: SCALE: TSL N/A HOR ONT&: 11983/11991 SEWER NOTES AND DETAILS DESIGNED:DSC � CITY OF DALPAY S SORT PLAT DRAWN: DSC RENTON DALPAY PROPERTIES, LLC. 2 PER COR COMMENTS DATED 6/8/20 DC 6/10/20 DD ONE INCH DATUM 1 PER COR COMMENTS DATED 10/31/19 DC 12/2/19 DD CNECKEDDD AT FULL SCALE Planning/Building/Public Works Dept. 4033 N.E. SUNSET BOULEVARD IF NOT ONE INCH NO. REVISION BY DATE I APPR APPROVED: DD SCALE ACCORDINGLY RENTON, WA 98059 N II� aw a/ 00 r O. ,fj.�I�.I�. ^ ` DATE: 6/ 18/ 19 v) in O FIELDWOK: PAGE: /"1 W U DRAWING NO: SHEET :a7OF: 18