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Home My WebLink AboutW-409708CD N r.� 0 U 1n n O n N O N E 0 0 a 1n I 00 00 n U) 0 00 co rl / O O O M� Z J r�R r--i—r---------- -� EX- SEWER MAIN I I I E PROPERTY LINE SPOOL I ! I I I {LENGTH AS NEEDED} 6 SEINER STUB I I I I ! I I I I I I I I I I 1 I I - SEWER MAIN TEE X 6" TEE i SIDEWAILK I i ii i�r I I GOUPUNG {TYP,} L_uJ �L �.. �.. �...._�..J ¢ kkj 3c r .y BEND AS $" REQUIRED FUTURE 4' SIDE SEINER Day--==______3 2"x 4" STUD MARKING POST PAPNTED S" CAP WHITE NTH THE WORD "SEWER" STENCILED IN 3" HIGH BLACK LETTERS AND #E WIRE WRAPPED AROUND THE STUD AND EXTENDED TO THE TOP OF THE S7UD- 6"X6"X6" SURFACE CLEANOuT WITH CAST IRON RING ANT) COVER (EAST "DAN IRON WORKS PRODUCT NO. 00367502 OR APPROVED EQUAL, SPECIFY "SEWER- ON LID), CL£ANOUT TO BE CENTERED IN A 2'x2' CONCRETE PAD, CONCtRETE PAD TT) BE 8' CN I)EP7H- EXIS71NO SANITARY SEINER MAIN —2.0% MIN. SLOPE FUTURE 4" SIDE SEWER \-g" SEWER STUB 6"x6"XG" WYE FUTURf 6"x A" REDUCER SEWER MAIN 512E X 6" TEE ACCEPTARLE PROCEDURES rQR SIDE SEWER CONNECTIONS Tti EXISTING SEWER MAIN A. VITRIFIED CLAY MAIN - CUT IN A NEW PVC "TEE" USING "STRONG-BA0X" FLEXIBLE COUPLINGS (FERINCO OR APPROVED EQUAL). B. CONCRETE MAIN - CUT IN A NEW PVC "TEE" USING "STRONG -BACK" FLEMBLE COUPLINGS (FERNCO OR APPROVED EQUAL). C- PVC & G904 PVC MAIN - CUT IN NEW TEE USING R1100 COUPLINGS OR CORE -DRILLED WITH A ROMAC SADDLE (OR APPROVED EQQAL)- D_ DUCTILE IRON MAIN - CORE -DRILLED IWITH 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 OR LARGER. G. MANHOLE CONNECTION - ALL CONNECTIONS TO MANHOLES SHALL BE AT MANUFACTURED KNOCK -OUTS OR THE STRUCTURE SHALL PE CORE-DRfLLED- / l 3000 PSI MIX CONCRETE BLOCKING %err r—ti r 'ek�t1 `- 6" TEE b" MIN. SEINER MAIN CONCRETE BLOCKING ANGLE OF TEE AT MAIN BETWEEN 25' AND 45' _ 2% MINI SLOPE J HORIZONTAL MAIN NDTE: UNLESS O-IHERWISE SHOWl4 ON PLAN, SIDE SEWF3i SHALL HAVE A MINIMUM 2.5 COVER AT PROPERTY LINE OR 3-'- LOWER THAN T3iE LOWEST HOLISE ELEVATION- WHICHEVER ES LOWER. SIDE SEINER STUB pRJ3: STD. PLAN - 406.1 DEPARTMENT P WORKS INSTALLATION �� 9/11/2019 l PAR (SEWER MAIN TO PROPERTY LINE) ASBUILT 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' TLJRN5 SHALL BE ACCOMPLISHED 0Y MEANS OF A WYE WITH CLEAHOUT AND 4" BZNV AS REWIRED (NO MORE 45' BEND- TWO 45' BENDS SHALL NOT 8E THAN 45' BEND). EVERY 2ND 4" CLEANout wYE wITH ACCEPTABLE. (SEE NOTE 11) CHANGE IN DIRECTION OR GRADE 45' BEND AND PLUG. WALL REQUIRE A SURFACE (SEE NOTE 11) CLEANOUT WYE- (SEE H07 11) w W w HOUSE LU I HOUSE of HOUSELU I HOUSE 3 O" MIN, 4" SEWER PIPE SURFACE CLEANOUT VAnk * {TYPICAL) fi"x fi"xt3" WYE ¢ 4" SEWER PIPE SEE NOTES 2 (SEE STD PLAN - 4p7j 4" TEST TEE WITH AND 3. MINIMUM LINE WE FOR PLUG FACE UP OTHER THAN SINGLE FAMILY JS 6" {TYPICAL) PROPERTY TINE _PROPERTY LINE L3. MIN. 5"x 4" REDUCERzF (TYPICAL) z MAIN SEWER LINE lA DIE S: 1, P60F to Installation of o sanitary sewer carinectron, o slde-sewer z IF THE BUILDING SEWER SERVES ANY FIXTURE HAVING permfl must be purchased from the City or Renton Public Vlbrks ax < FLOOD LEVEL RIMS LOCATED 6ELOWw' THE ELEVA71pH Depgr#rnertt. In OF THE; NEXT UPSTREAM MANHOLE COVER OF THE 0 PUBLIC SEWER SYSTEM, A BACKFLOW PREVENTION o z DEVICE SUCH AS CLEAN CHECK tXTENDABLE 2. Types of pipe and fittings that may be used for sanitary sewen 3 BACE WATER VALVE OR APPROVED EQUAL SHALL BE shall Inn approved by the D9porimeht of Public Wanks. Qnleo INSTALLED, otherwise approved by the Wastewater Utility, rubber or neoprene m gaskets as speeffled by the manufacturer, shall be used on 0 4" FLEXIBLE COUPLING (FERNCO OR EQUAL) joints, a 9 5URfACE CLEAi#OU7 3. A minimum grade of 2% (1/4" per foot) must be maintained 4"x 4•'x4" WYE with o 4' plpe. In the event a 2% grade canna( be maintained. 4" PIPING with the approval of the Pubfkc Works Inspector, the contractor may Install a 6- dlameter side sewer at no less than 17- PLAN BUILDING DRAIN FOR 4• Far Inspection 4f side sewer, call 24 hguro M edvurmu. The LOW ELEVATION HOUSE Inspection phone number rs on the side sewer permit. Site must be ready for Inspection and a representative an site when ll 5 Inspector omr uv at oppo+nted time, Side sewer gad stub shuli MAIN TO PROPERTY LINE 5'-D" -O be tested per City speeifleo#icns, Make the connection of the PROPERTY LINE FROM THE HOUSE SUILD1140. DRAIN hawse. Do not hockflll the ditch until approval Is given by the SIDE SEWER BUILDING SEWER 2'-E" inspector. --3'-0"MIN--- TO 3'-tT" 5. Install side sewer with 2' minimum [aver. 18" cover is clluwen ut the house if gutEet is shallow. 6. If side sewer stub Is nat ovoilabla. The owner shall be - m rn 2 0 m rn c: t p A +. n x c m responsible for its in9talkation per stondwd drawing 406.1. All m � W G-4 a x" Z , x m � z 'n work within street right-of-way shall he done by a licensed and O {n y z 4 4 Y n x banded oantractor. o p - 08 n ^' n s n m m 7, API work shall be accomplished in accordance with the Washingte, F x A a i "� n. m o Indul;trlol Safety and Health Act. (WISHA) 1 a1 Z 02—y � 1 �� "1 B. Ad trench restoration for Lida sewers rn the puhUc right-of-way r- Qr�n G7 0 0M eholl conform to the most current trench restoration I*1 I ° M O requirernents as in the Penton Standard Drawings. 2 O � a m n a 9- All building serer and side 5cwers shall have bedding in c Lu uccordonce with stgndord drawing 405. a In PLAN mr 1D. Whenever feasible, there aholl be o minlmum 5 foot horizontal BUILDLNG SEv4EfT sepurotign between sonftory aide sewers and water services and INSTALLATiC I c minimum 5 foot horizontal separatlon between sanitary side 10 0 sewers and id cthar utilltrvs. CALL 811 BEFORE YOU DIG 11. The cleanout at the Rrght-of-Way shall be installed per to Standard Plan 406.1. The 6eanout at the building shall he Or go installed to surface grodo. All other 1;€egnout5 shall be metaled www.callbeforeyoudlg.org to within 12' of the surface. TYPICAL BUILDING SEWER STD. PLAN - 406,E 92,R) PUBLIC DEPARTMENT GA FROM PROPERTY LINE TO PR � 9 I1/ 019 J=NT � � NbalF BUILDING CONNECTION P.Mrwa,nw a,TE WASTEWATER LITILITY STANDARD NOTES 1. ALL WORE( AND MATERIAL SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATION OF THE CITY OF RENTDN PtJBLfG VVORKS DEPARTMENT AND THE LATEST E t)ITION OF THE W$DDT1APVVA STANDARDS AND SPECIFICATIONS, AS APPROVED AND MODIFIED BY THE CITY OF RENTON STANDARD PLANS 8 SPECIFICATIONS. A SET OF APPROVED PLANS SHALL BE KEPT ON SITE AT ALL TIMES DURING CONSTRUCTS ON, 2, CATUM FOR VERTICAL CONTROL SHALL BE NORTH AMERICAN VERTICAL DATUM 1956. HORIZONTAL CONTROL SHALL BE NORTH AMERICAN DATUM 198311991 UNLESS OTHERWISE APPROVED BY THE CITY. BENCHMARKS AND MONUMENTS SHALL BE REFERENCED ON THE APPROVED PLANS. 3. A PRE -CONSTRUCTION CONFERENCE AND A 24-HOUR NOTICE SHALL BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION- IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS, INCLUDING STREET USE PERMITS. PRIOR TO STARTING CONSTRUCTION, INSPECTION WILL IRE ACCOMPLISHED BY A REPR£SENTATiVE OF THE CITY. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PUBLIC WORKS INSPECTOR 24 HOURS €N ADVANCE OF BACKFILL[NG ALL CONSTRUCTION. 4- THE HOURS OF WORE( IN THE STREET RIi:iHT-OF-VVAY SHALL BE PER CITY SPECIFICATIONS ON WEEK❑AYS UNLESS OTHERW ISE APPROVED IN WRITING BY THE PUBLIC WORKS DEPARRTMENT. AN APPIROVED TRAFFIC CONTROL PLAN MUST BE OBTAINEL7 PRIOR TO BEGINNING ANY WORK WITHIN THE PUBLIC RIG HT -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 REQUIREMENTS. S. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXMATE 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 RCW 19.122 A MIN IMUM OF TWO BUSINESS DAYS PRIOR TO STARTING ANY EXCAVATION. THE CONTRACTOR SHALL HAVE A COPY OF THE DIG TICKET ON SITE AT ALL TIMES. 7, BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPET IN LAYERS WITH A L00SE AVERAGE DEPTH OF 12-INCHES, MAXIMUM DEPTH 18-I19CHES, THOROUGHLY CDMPACTING EACH LAYLR TO 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 THE PIPE SHALL BE EQUIVALENT TO BANK RUN GRAVEL FOR TRENCH BACKFILL (9-03.19). 8- SANITARY SEWER PIPE SHALL PE POLYVINYL CHLORIDE (PVC) RUBBER-GASKETED ASTM D 3034, SIDR 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 APPROVI-Cl BY THE CITY, IF A SANITARY SEWER I5 TO BF LOCATED UNDER ANY STRUCTURE (WALL, BUILDING FOUNDATION, ETC-), IT SHALL BE ENCASED IN A STEEL CASING THAT EXTENDS 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-INCH MINIMUM WALL THICKNESS AND SHALL BE OF SUFFICIENT SIZE TO ALLOVY 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 P€PE AT DISTANCES THAT PRDVIDE ADEQUATE SUPF'OF2TTO 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 EtACKFILLED WITH CRUSHED SURI=AMNG AGGREGATE: (WSDOT SPECIFICATION 9.03.9(3) AND MECHANICALLY COMPACTED UNLESS OTHERWISE APPROVED BY THE CITY. 11, ALL PIPE AN O APPUFRTENANCE=S SHALL BE LAID ON A PROPI IDLY PREPARLD rOUNDATION IN ACCORDANCE WITH THE STANDARDS AND SPECIFICATION OF THE CITY AND THE LATEST EDITION OF THE WS DOTIAPWA STANDARDS AND SPECFICATIfON AS APPROVED AND MDDIFIE❑ BY THE CITY IN THE RENTON STANDARD PLANS & 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 41}5. 12. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED TO THE SATISFACTION OF THE CITY FOR THEE PREVENTION OF ON -SITE EROSION 130TH 0URING GONSTIRUCTION AN D AFTER THEE COMPLETION OF CONSTRUCTION IN ACCORDANCE WITH THE CURRENT SURFACE WATER DESIGN MANUAL. 13, THE CONTRACTOR SHALL PROM❑E THE CITY OF RENTDN WITH A RECDR❑ DRAWING OF THE SANITARY SEWER SYSTEM WHICH HAS BEEN STAMPED AND SIGNED BY A LICENSED PROFESSIONAL ENGINEER OR LICENSED PROFESSIONAL SURVEYOR. �S STD. PLAN - �113 URIPUBLIC WORKS WASTEWATER UTILITY APPAkED. DEPARTMENT STANDARD NOTES GAZ 9/11/2019 ! •,. wr..�."ti.., DATE o E. D4 WAsy�yS � o cn z 12009 p �� A L ECG 11-19-21 V O U AL W � � :3 t • }_}�� V! IO 0 ii LLI N U) O 00 IN 0l N �: U) t-- L0 cMv W O U r a) Y N �,T R-409746 W-409708 IN COMPLIANCE WITH CITY OF RENTON STANDARDS SURVEYED: SCALE: TSL VERTIN/A HORONTA�L:ND1983/1991 ASBUILT SEWER NOTES AND DETAILS DESIGNED:DSC CITY O F DALPAY SHORT PLAT DRAWN: RENTON ONE '"C" DATUM DALPAY PROPERTIES, LLC 1 ASBUILT EN 11/19/21 DD CHECKED: DD AT FULL SCALE Plonning/Building/Public works Dept. 4033 N.E. SUNSET BOULEVARD IF NOT ONE INCri NO. REVISION BY DATE APPR APPROVED: DD SCALE ACCORDINGLY RENTON, WA 98059 Q J 0-00 00 ry— r C] 7O ` DATE: 1 1 / 19/2021 cry m O FIELDBOOK: PAGE: J w DRAWING NO: SHEET OF: J�� Q W