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Home My WebLink AboutzS-4229setA PORTION OF THE NW 1/4 OF SECTION 19, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., KING COUNTY, WASHINGTON CV SANITARY SEWER MANHOLE X ti ti 3 RIM=21.33 O.W. PER CI 46 0 8 5 ss TYPE ll a TED NICE # ' , IE=18.38, 18"CPP NE CA R• AN a _.� - 11 ss �ti 16 (� °AS� °I Q I V RENTON ORDIN _ - SS X �� Q �� RIM=21.49 I a ° IE=18.37, 18 CPP S _ i Ss N IE=14.65, 8"PVC N I TE _ - sxu IE=14.75, 8"PVC E l W CONCRESS o0 N GIE=14.71 8"PVC S "of I /J Q -' SS xti8 12 8 TI SS GI a I Ss ��ti ASPHALT �j STORM DRAIN MANHOLE Q s ' r „ TYPE 1 ,Z 60 ° p Fr ss s y 4X4 RIM=21.28 211 �1. 1' S0 SS �ti>RO.g.W 4683 0 _ : cAs' - F� �'I� I 4I ' F., GRAVE`. �� ss INANCE # 0 4.. GAS- x _ �2 r p 3 . ;•.O/Yo IE=15.21, 12 DIE "STOP" - ' ss 1g6 NTUN ORD 7112p039 ' _ _ s, GAS.'° 61 22.5s I :.�',:.:' CO ` % IE=18.34, 18 DI S _ - w ss xti RE NO 199 A_. Ps ° CITYti p ;�3:•,. I.. " �4S ss - ASPHAL IN I ' REC. ' G _ cAs-a p oNP- PER g SD 13 9 i ti� R.0• "oNP" p I s ti _ A - p , 4oNP.-. ACATLD gR INANo _ Fo \� 22.93 X � X ti" w l �� o' . - g EN 7 I. X w '�� sD x 216$ x y,� R x - - ' o a s a Mu so 5ti ° .' . a p ' . CONCRETE `pso 94 5 ° p X ��1 -yam - - J I ;'' I .= WOOD `.` STAIRS I \ ° • • p �% Mu I I tit ° ONP ° ASPHALT o i X _ SD •' 'Fo a.. W II I ��P' . .. ° p v II � SD �0. ' 2�y+c W �.,. 10 p' P_ ' .�g� / po .o _ ° a !� _ �$ ..•: w , oN x� r p D ' a I: t EXIST G __aGAs_-�o N°o _ a pop: GRA��g, _ �95 I BUILDNG TT Y Y ' I \ L GAS a a' F BA( ti0�0 - IJ AVE _ _ 1Q �� I �' - - pa a Ti. STORM DRAIN MANHOLE o I ECON _ II I <10 ti ° TYPE II I STORM CATCH BASIN 5&12" CEDAR \ l GAS' �1� .p ONP' J p� RIM=22.92 I TYPE I III I ASPHALT _ 0' I I P \ go �' 6�l'� ,,`L�` IE=19.76, 8"PVC SE I RIM=22.49 I \ \N �1 " IE=17.10 15"CPP SW IE=20.34, 12 DI N STORM CATCH BASIN RETAINING BR THEPTON" ' I 14 CED WALLS "S�(t1 1 20 ti N 5 I 60 I IE=18.69, 12 "CONC E TYPE 1 m "EMPLOYEE OFp�a STORM DRAIN VAULT I IE=18.46, 15"CONC W I RIM=23.55 2?,�I WOOD YARD 0 PARKING ® x iFO 1 ti TYPE 11 IE=18.02 12"CPP S NI 6 Fz1 STAIRS- - t THE MONTH" �; DRAIN m / 0 g RIM=23.59 TOM DRAIN MANHOLE IE=17.97, 12"CPP W I I (CONCRETE I SD I 1 g5 IE=19.14 15 CPP NW SD 20' I m I I 116 /CISTAIRS TO DEAD END l o ° STORM CATCH BASIN I RIM=22.11 I o �. 2 6 MONUMENT POSITION 1 I E' � I I I TPN 3340402820 , / BA �T ;.:...�, 10 BAY STORM CATCH BASIN tit TYPE I A & D RENTON LLC IE=14.51, 4 PVC SE OF SURVEY TYPE I x \ o �5 / \ / I RIM=20.89 I BOTTOM STRUCTURE= 12.36 I DOOR 9404079012 I cC 113. \ ° . OR, NOT FOUND RIM=20.18 10 gg �1 o IE=19.23, 12"CPP SW 3 PVC, PUMP WITH FORCEMAIN E Q00 2396 rya I I LS `'..GRAVELt..� I IE=17.72, 18 CPP E I x�' 0 �• tip• m y N IE=17.46, 16"CPP S I � g9 o I I 16 eP I I Iv ^ 9 J 22 WA TEA TPN 33 �4?J2850 EXISTING I 23.70-- 3. EMPTY IE=17.35, 12 CMP W 6g I I 5 MAP 23." BROTHERTO �ADILLA Lu. �� g BUILDING STORM CATCH BASIN TEL TEL �j1 0 CONDUIT I•,� _)_ \�1 a ' TYPE I CIOI ti060 II I ti '� I o 10"I RIM=20.93 I aX NI 2g8 �' `': I 2X1&4X2 SD" L so �1 PIN IE=18.16, 18"CPP N I I a o 0 23.28 -- / 2 IE=18.33, 12"CPP E I X�p96 ti6 CO YARD DRAIN I �-� 8 5 I P IE=18.19, 18"CPP W I I I X o �0 1 ti� 23• TOP RIM=23 DEBRIS 15.92con .10 � I u- I 9 I 3 I m ASPHALT o t o �9 0 00 F.=24.04' - X ti�1 I I I Ifx 211 �11 1 I ASPHA T 1 I ' o O x I I' ti05 I I I 23 0 I z `l1� �x �' I � N 3 o 6 F.F.=23.88 I STORM CATCH BASIN I I I I 6 STAIRS \_ STORM CATCH BASIN ONCRETE 1 �5 0_ � � I ACCES: I g 6 5 � 6g m � � RIMTYPE23.66 I � �� I ��2 BASEMI RIMTYPE20.48 I vN x 6 0 6 0 1® x15 ' IE=19.65, 12"CPP N o_ I a6 16 'y55 IE=19.76, 12 CPP E w I I I \ IE=19.30, 8"DI S � tio• �• ti 6 z I I I RE INI G 10 x I i X I\ I1 VACATED R•REN N ' IE=19.76, 12 CPP S I¢ N �1. I N ti 11 a PER CITY OF ' I I IE=20.38, 6"PVC W I I I i I I WA 1 313 SO I I II I 55 19970� SIDE SEWER SCOPE 1S I I I / o I I I I I YARD I N STORM CATCH BASIN( I I I ti 6 o UNDER PERMIT -24.00 I I I I DRAIN TYPE 1 �� 0 - SS23002346 :- sD I li I I I BUILC 1 I 3 ^�� \ 2 �� r' TPN 3340402885 RIM=21.65 Nix `� BROTHERTON CADILLA STORM CATCH BASIN I I I I I I IE=18.74,12 DI SE N I /a - - SS - 23LF-6" DIP @ 7.66% TYPE I ASPHALT I IE=18.54, 12"CPP NW I I /N ® B-SSCO04 6" CO \ 23LF-6" DIP @ 12.47% I RIM=22.55 IL I _ I ��• - I `�' \ N:174,127.70 I IE=20.28, 6"PVC W 'NO PARKIN E:1,297,167.31 \\I I� ° / B-SSC003, 6" CO I I IE=20.02, 12"CPP N 13 ❑9 I I I /� STORM CATCH BASIN I i 9� \ RIM:23.12 / N:174,127.12 RIM=20.62 I /� \ / IE:19.31 6" SE (IN)� E:1,297,190.30 I I I I i I 0� IE=19.03, 8"DI N ��16x� I a6 �6 $ Igo IE:19.31 6' E (IN) RIM:23.93 I I I II / IE=18.69, 12 DI SE x a I IE:19.31 6 N (OUT) IE:22.18 6 E (IN) IE=18.70, 12"DI NW I 7LF-6" DIP @ 7.66% IE:22.18 6" W (OUT) I I I II 6&2� II "� B-SSCO02, 6" CO STORM CATCH BASIN I 2� N:174,122.57 I I TYPE 1 I U � ;° ti E:1,297,172.18 RIM=23.25 1tik R 2LF-6" DIP @ 17.58% 1 I I'Y.'..:`::y.:'::..• IE=17.89, 12"CPP N 51x IIx2 AJ / RIM:23.29 \ I x� „ o IE:19.85 6" E (IN) / 2LF-6" DIP @ 15.81% IE=17.86, 12 CPP SW I 6g �' IE:19.85 6 NW (OUT) / ��:;. :. II NO PARKING . x \ B-SSCO01, 6" CO 3 '� Q �1a 9LF-6" DIP C 7.66% \ N:174,122.12 J o B-SS OWS, (PER MECHANICAL) eA \ E:1,297,190.18 z N:174,122.35 a1RIM:- / O[ T I o E:1,297,181.18 23.93 / �� w w 5$ b op r� x21k3 �I RIM:23.61 \ IE:22.21 6" E (IN) 7 11 c, ,," 79 y6 X I I( I Q k IE: 20.79 6" E (IN) \ IE: 22.21 6" W (OUT) I N w w X I?- 6 I IE:20.54 6" W (OUT) ASPHALT Q w 1., I I\ oa�lgn3 �� \ 9LF-6" DIP @ 15.81% _ W I ��x \ _ , �. CONIC l _ g NI nN 16 • 11 O R _ _ W - ' W I � „NO �g6 ,��5• \ ti�� W P Xl V 5 _ w titi' - 23- X a 0 p P_ w01 __ 6 6' 1• I 8 ly' X � I O �cay „ X 1 23 � ' W /� �� SS �� l LEGEND PROPOSED FEATURES - SS SANITARY SEWER PIPE ® SANITARY SEWER MANHOLE WITH ACCESS LOCATION • SANITARY SEWER CLEANOUT GENERAL NOTES 1. SEE APPLICABLE GENERAL CIVIL NOTES ON SHEETS C5.26. 2. SEE CITY OF RENTON STANDARD WASTEWATER (STD. PLAN C413) NOTES ON SHEETS C5.26. 3. SEE STD. PLAN 403.1/C5.2B FOR SANITARY SEWER CLEANOUT INSTALLATION. 4. SEE STD. PLAN 405/C5.2B FOR SANITARY SEWER PIPE INSTALLATION. 5. SEE STD. PLAN 406.1/C5.2B FOR SANITARY SEWER STUB INSTALLATION FROM MAIN LINE TO PROPERTY LINE. 6. SEE STD. PLAN 406.2/C5.2B FOR SANITARY SEWER INSTALLATION FROM PROPERTY LINE TO BUILDING CONNECTION. KEY NOTES OIL WATER SEPARATOR PER DETAIL 500/C5.2B :� CONFIRM INVERT ELEVATIONS OF EXISTING SANITARY CLEANOUT sitts&hill 6 MA E w g[I OF VP CIVIL I STRUCTURAL I SURVEY / A T 3 \ 5 y ��. 23 eP w X ��' i ss TELEPHONE q rJ+ 51 \ \ x 1� N ' ss RISER ' C 4815 CENTER STREET I TACOMA, WA. 98409 I / �ti• I x W ��g�j ' SS 40 N f 1 V PHONE: (253) 474-9449 I FAX: (253) 474-0153 W %< g1 N SANITARY SEWER MANHOLE ' ` http://www.sittshill.com/ SANITARY SEWER MANHOLE Q I 3 x w SS TYPE II - TYPE II � I I I , , _ 4' - x ' ss ' 66 .. RIM=23.23 _ •�y ♦6449 �of ,y? Project No.: 19480 Project Mgr.: DCD RIM=22.92 I cD , w 6 gs 2 15 MAPLE IE=17.07, 6„PVC E Or►1S[E �' `" '� rig IE=15.70, 8 PVC N �L6gx al X IE=15.85, 8"PVC E . 13TH ST. 5 S.W I AVE,)JW,L)� I STORM ' � Q CATCH BASIN TYPE 1 RIM=22.71 6/ IE=16.69, 18"CMP N x ti�5 it 414n hlr I -I L; i z so - `, 1P ..tip F• �� tik IE=11.01, 6 PVC 3 oNAI £ Prot. Engineer: DKM/RJJ Prot. Drafter: KLK/DKM g �61 W o �xti� iss GRPV��✓PLE��15" MAPLE "24 'IE=17.19, 8"PVC W __ p SS PARKING"- - 0 v Ss 1 1 "NO SS ss g S-422901 s s titi56 x 22� , :,TF � OEPARKING" �ACA CITY ITYROF RENTON s x --2 PER CIT CE #4610 4 IN COMPLIANCE WITH CITY OF RENTON STANDARDS �� 5g ' ��' ORDIN N� 1996p614028 1g xti20`��i _ ' REC. DEVELOPMENT ENGINEERING \ �o Wanders 05/08/2023 220 x� STORM CATCH BASIN NORTH x I TYPE I (PRIVATE) HORIZONTAL SCALE: 1"=20' rWA$TEWATER UTILITY GRADING AND STORM DRAINAGE PLAN ` � 20 0 20 40 SCALE: 1 "=20' • Call 811 • m two business days before you dig NO. REVISION SURVEYED: DESIGNED: DKM/RJJ DRAWN: KLK/DKM CHECKED: DCD BY DATE AP P R APPROVED: DCD jstowell 05/09/2023 SCALE: DATE: VERTICAL: NAND 1988• BROTHERTON BUICK-GMC - RENTON AS NOTED HORIZONTAL: NAD 1983/13/1991 C T Y OF FIELDBOOK: RENTON PAGE: ° ONE INCH DATUM DRAWING NO:C5.013 �� • O ^ AT FULL SCALE Plan ning/Building/Public Works Dept. WASTEWATER UTILITIES CONSTRUCTION PLAN (C,/ I13 IF NOT ONE INCH SCALE ACCORDINGLY (PRIVATE) SHEET: OF: 21 29 N T O O N 'i1 N T O O N Q J LO O O N CV A u DocuSign Envelope ID 345B681D-914E-4F2D-AB59-7C192D3B78A3 WASTEWATER UTILITY STANDARD NOTES 1 ALL WORK AND MATERIAL SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATION OF THE CITY OF RENTON PUBLIC WORKS DEPARTMENT AND THE LATEST EDITION OF THE WSDOT/APWA 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 CONSTRUCTION 2 DATUM FOR VERTICAL CONTROL SHALL BE NORTH AMERICAN VERTICAL DATUM 1988 HORIZONTAL CONTROL SHALL BE NORTH AMERICAN DATUM 1983/1991 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 BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PUBLIC WORKS INSPECTOR 24 HOURS IN ADVANCE OF BACKFILLING ALL CONSTRUCTION 4 THE HOURS OF WORK IN THE STREET RIGHT-OF-WAY SHALL BE PER CITY SPECIFICATIONS ON WEEKDAYS UNLESS OTHERWISE 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 REQUIREMENTS. 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 COMPLY WITH THE REQUIREMENTS OF RCW 19 122 A DIG TICKET SHALL BE OBTAINED 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 TIMES 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 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 BE POLYVINYL CHLORIDE (PVC) RUBBER-GASKETED ASTM D 3034, SDR 35, C900/C905 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 UNDER ANY STRUCTURE (WALL, BUILDING FOUNDATION, ETC.), IT SHALL BE DESIGNED BY A PROFESSIONAL ENGINEER LICENSED IN THE STATE OF WASHINGTON IN ACCORDANCE WITH STANDARD DETAIL 412 10. OPEN -CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED ROADWAYS SHALL BE BACKFILLED WITH CRUSHED SURFACING AGGREGATE (WSDOT SPECIFICATION 9-03 9(3) AND MECHANICALLY 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 WSDOT/APWA STANDARDS AND SPECIFICATION AS APPROVED AND MODIFIED BY THE CITY IN THE RENTON STANDARD PLANS 8 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 THE PREVENTION OF ON -SITE EROSION BOTH DURING CONSTRUCTION AND AFTER THE COMPLETION OF CONSTRUCTION IN ACCORDANCE WITH THE CURRENT SURFACE WATER DESIGN MANUAL 13 THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH A RECORD DRAWING OF THE SANITARY SEWER SYSTEM WHICH HAS BEEN STAMPED AND SIGNED BY A LICENSED PROFESSIONAL ENGINEER OR LICENSED PROFESSIONAL SURVEYOR ST P. PLAN - 413 PUBLIC WORKS WASTEWATER UTILITY APPROVED DEPARTMENT STANDARD NOTES Martin Pastucha<O/26/2 DATE DocuSign Envelope ID 345B681D-914F-4F2D-AB59-7C192D3B78A3 ALL 90 TURNS SHALL BE ACCOMPLISHED 4" BEND AS REWIRED (NO GREATER BY MEANS OF A WYE WITH CLEANOUT AND 45 BEND TWO 45' BENDS SHALL NOT BE THAN 45- BEND) EVERY 2ND CHANGE 4" CLEANOUT WYE WITH ACCEPTABLE (SEE NOTE 11) IN DIRECTION OR GRADE WILL REQUIRE 45 BEND AND PLUG A CLEANOUT WYE (SEE NOTE 11) I (SEE NOTE 11) I z z HOUSE gI rc a HOUSE oI 0 a HOUSE gI o a HOUSE 3 -0" MIN ISURFACE 4" SEWER PIPE CLEANOUT 4" SURFACE : v (TYPICAL) 6"z 6"z6" WYE a - CLEANOUT 4" SEWER PIPE, SEE NOTES 2 (SEE STD PLAN - 407) WYE �4" 4" TEST TEE WITH _ AND 3 MINIMUM LINE SIZE FOR 1 WYE WITH PLUG FACE UP OTHER THAN SINGLE FAMILY IS 6" 11 R O W LINE CLX LIT (TYPICAL) — I R 0 W LINE — 3' MIN 6"z 4" REDUCER v F F ? (TYPICAL) z MAIN SEWER LINE NOTES _z IF THE BUILDING SEWER SERVES ANY FIXTURE HAVING X < FLOOD LEVEL RIMS LOCATED BELOW THE ELEVATION 1 PRIOR TO INSTALLATION OF A SANITARY SEWER CONNECTION, A o OF THE NEXT UPSTREAM MANHOLE COVER OF THE SIDE -SEWER PERMIT MUST BE PURCHASED FROM THE CITY OF PUBLIC SEWER SYSTEM, A BACKFLOW PREVENTION RENTON PUBLIC WORKS DEPARTMENT. b ? DEVICE SUCH AS CLEAN CHECK EXTENDABLE yr BACKWATER VALVE OR APPROVED EQUAL SHALL BE INSTALLED 2 FOR INSPECTION OF SIDE SEWER, CALL 24 HOURS IN ADVANCE m THE INSPECTION PHONE NUMBER IS ON THE SIDE SEWER PERMIT 4" FLEXIBLE COUPLING (FERNCO OR EQUAL) SITE MUST BE READY FOR INSPECTION AND A REPRESENTATIVE ON SITE WHEN INSPECTOR ARRIVES AT APPOINTED TIME DO NOT C BACKR L THE DITCH UNTIL APPROVAL IS GIVEN BY THE INSPECTOR N SURFACE CLEANOUT m 4"x 4"z4" WYE 3 SIDE SEWER PIPE AND FITTINGS SHALL BE PVC SDR 35 WITH RUBBER 4" PIPING GASKET JOINTS UNLESS OTHERWISE APPROVED BY THE PUBLIC PLAN WORKS DEPARTMENT BUILDING DRAIN FOR 4 A MINIMUM GRADE OF 2% (1/4" PER FOOT) MUST BE MAINTAINED LOW ELEVATION HOUSE WITH A 4" PIPE IN THE EVENT A 2% GRADE CANNOT BE MAINTAINED WITH THE APPROVAL OF THE PUBLIC WORKS INSPECTOR, THE MAIN TO CONTRACTOR MAY INSTALL A 6" DIAMETER SIDE SEWER AT NO LESS 5 FEET R 0 W LINE R 0 W. LINE TO CLEANOUT I MAX THAN IX SIDE SEWER STUB BUILDING SEWER BUILDING DRAIN 5 INSTALL SIDE SEWER WITH 2' MINIMUM COVER 18" COVER IS ALLOWED 3 FEET MIN I-- AT THE HOUSE IF OUTLET IS SHALLOW 6 ALL BUILDING SEWER AND SIDE SEWERS SHALL HAVE BEDDING IN 1 I \Iq. 1 ACCORDANCE WITH STANDARD PLAN 405 P r = ': min - = c : - 7 WHENEVER FEASIBLE, THERE SHALL BE A MINIMUM 5 FOOT n O W I^ o v_ s 00 ? v n +• v F x > z m g HORIZONTAL SEPARATION BETWEEN SANITARY SIDE SEWERS AND ALL a v m p m m m OTHER UTILITIES s m m A z? °f y v o I^ m i c1 m z m m 8 SIDE SEWER TESTING SHALL CONSIST OF PLACING A PLUG IN THE ? A i• z o A v y o g TEST TEE AND INSTALLING A 4-FOOT RISER PIPE ON THE CLEANOUT m o ; = y > C AT THE BUILDING. THE SIDE SEWER PIPE SHALL BE FILLED TO WITH s z nm �- WATER TO THE TOP OF THE RISER PIPE NO LOSS OF WATER SHALL m 0 OCCUR FOR A PERIOD OF 10 MINUTES. THE SIDE SEWER MAY BE ... z CONNECTED TO THE BUILDING FOLLOWNG THE SUCCESSFUL S rn q COMPLETION OF THE LEAK TEST " ^= 9 THE CLEANOUT AT THE RIGHT-OF-WAY SHALL BE INSTALLED PER m PLAN STANDARD PLAN 406 1 THE CLEANOUT AT THE BUILDING SHALL BE BUILDING SEWER INSTALLED TO SURFACE GRADE ALL OTHER CLEANOUTS SHALL BE INSTALLATION INSTALLED TO WTHIN 12" OF THE SURFACE 10 IF SIDE SEWER STUB IS NOT AVAILABLE THE OWNER SHALL BE RESPONSIBLE FOR ITS INSTALLATION PER STANDARD PLAN 4061 ALL WORK WITHIN STREET RIGHT-OF-WAY SHALL BE DONE BY A LICENSED AND BONDED CONTRACTOR CALL 811 BEFORE YOU DIG 11 ALL TRENCH RESTORATION FOR SIDE SEWERS IN THE PUBLIC Or g0 to RIGHT-OF-WAY SHALL CONFORM TO STANDARD PLAN 110 OR 1102 www callbeforeyoud,g org 12 ALL WORK SHALL BE ACCOMPLISHED IN ACCORDANCE WITH THE WASHINGTON INDUSTRIAL SAFETY AND HEALTH ACT (WISHA) TYPICAL BUILDING SEWER STD. PLAN - 406.2 PUBLIC WORKS ^"6j DEPARTMENT FROM PROPERTY LINE TO artinPastucli§/26/2oz 5868"IFD98B449D BUILDING CONNECTION ,w DATE w ■EI 12 A PORTION OF THE NW 1/4 OF SECTION 19, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., KING COUNTY, WASHINGTON DocuSign Envelope ID 345B681D-914F-4F2D-AB59-7C192D3B78A3 DocuSign Envelope ID 345B681D-914F-4F2D-AB59-7C192D3B78A3 RECESSED LIFT POCKET O 3/4" LETTERING "SEWER" e SEWER a (2) BOLT SOC. (ALLEN HEAD) - 5/8" - 11 X 1 5 STAINLESS STEEL REF PART #00981177 O � O 1-3/16" - SEE 1 10-1/2" 5/1 1/4"12-1/2"� �I ' 1 -T1-1/g„ 2-1/4" f 213/4 �I CAST IRON RING AND COVER Not to Scale FRAME 1'-Tt" nl nurTro 1'-n" 45- (1/8) BEND OR DABLE PIPE MATERIAL AS SPECIFIED BY THE ENGINEER 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 8" THICK, 3'-0" SQUARE CONCRETE, CLASS 3000, PAD AROUND THE RING AND COVER 3 INSTALL ASPHALT COLLAR PER STANDARD PLAN 106 STD. PLAN - 403.1 PUBLIC WORKS 8" OR 6" CLEANOUT °^° Y DEPARTMENT FOR SANITARY SEWER MAIN Martin PastuCfJ$/26/2020 �49U DATE 800 TOTAL GALLON OIL/WATER SEPARATOR CUSTOMER TO SUPPLY PIPES AND TEES. PIPING SHOWN FOR REFERENCE ONLY. 1'-6" 2'-6" 2"4 VENT DUCT a< ° a f 6„ 3„ F 7'-6" 4'-6" a 3 WATER LEVEL u 2EA. 8"6 HOLES L n �D" Q 4 m' 9 1'-5^ 5" 2'-6" 5'-2 L� LJ 3" 1' 5" -6" I 12 : 1 ENV-2 2EA. 24"0 ACCESS WITH 2EA. 24"0 D&L A-1024 CAST IRON FRAMES AND COVERS 2EA. 2412 GRADE RINGS OUTLET LOCATED 1/2" PIPE DIAMETER LOWER THAN INLET 4Y" 2, �,,, 2 8" 8'-7Y„ 6'-0" 4'-6" 7„ TOP SLAB WEIGHT: 3,850 LBS. DRAWING MAY NOT CONFORM TO THE VAULT WEIGHT: 13,160 LBS. MOST CURRENT SPECIFICATION ® OWS-4878 41-011 X 61-61I X 6-0" (I.D.) Oldcastle Precast FILENAME: ENV-2.DWG ENVIRONMENTAL VAULT 0 Northern California REVISED: MARCH 2O16 OIL WATER SEPARATOR Madera. Morgan Hill. Pleasanton. Santa Rosa. Stockton. Tulare Phone: 925-750-6650 Fax 925-750-6660 www.oldcastleprecast.com Copyright © 2016 014Castle Precastjnc. S500PSCALE:IL-WATER SEP, N.T.S. • Call 811 • m two business days before you dig NO. REVISION W (SEE NOTE 7) BEDDING MATERIAL FOR SANITARY SEWER PIPE (SEE NOTE 5) — — — — FOUNDATION LEVEL LIMITS OF PIPE ZONE O.D. of PIPE BEDDING FOR SANITARY SEWER PIPE 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 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 - 405 • PUBLIC WORKS PIPE BEDDING APP DEPARTMENT FOR SANITARY SEWERS Martin PastUCW26/202! .won �mFry0986449D DATE L FAMorganroth NT PLANNING [05/09/2023] 0 SURVEYED: DESIGNED: DKM/RJJ DRAWN: KLK/DKM CHECKED: DCD BY DATE APPR APPROVED: DCD SCALE: AS NOTED ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY I 12 DocuSign Envelope ID 34SB681D-914F-4F2D-AB59-7Cl92D3B78A3 r<� r--r----------I EX. SEWER MAIN I I I I I PROPERTY LINE F�SEWER I I I z AS NEEDED) i 3'-0" MIN I II b I WER STUB I FUTURE 4" SIDE SEWER . 2"x 4" STUD MARKING POST PAINTED I I I 6" CAP JJJ WHITE WITH THE WORD "SEWER" STENCILED EE X 6" TEE j j j IIN 3" HIGH BLACK LETTERS AND #6 WIRE SIDEWALK z WRAPPED AROUND THE STUD AND I I I I I Z EXTENDED TO THE TOP OF THE STUD COUPLING TYP 1 1 1 I > ( ) L_J_L_________ J < rr 13 6"XI!I SURFACE CLEANOUT WITH CAST IRON RING AND COVER 10 (EAST JORDAN IRON WORKS PRODUCT NO 00367502 OR II APPROVED EQUAL, SPECIFY "SEWER" ON LID), UT CLEANOUT TO BE CENTERED IN A 2'x2' CONCRETE PAD E CONCRETE PAD TO BE 8" IN DEPTH F T L___J II BEND AS �8" REQUIRED � EXISTING SANITARY /_� SEWER MAIN ., nw UIN SLOPE , �\ `6" SEWER STUB �6"X6"X6" WYE `FUTURE 6"x 4" REDUCER \`SEWER MAIN SIZE X 6" TEE ACCEPTABLE PROCEDURES FOR SIDE SEWER CONNECTIONS TO EXISTING SEWER MAIN A VITRIFIED CLAY MAIN - CUT IN A NEW PVC "TEE" USING "STRONG -BACK" FLEXIBLE COUPLINGS (FERNCO OR APPROVED EQUAL). B CONCRETE MAIN - CUT IN A NEW PVC "TEE" USING "STRONG -BACK" FLEXIBLE COUPLINGS (FERNCO OR APPROVED EQUAL) C PVC do C900 PVC MAIN - CUT IN NEW TEE USING RIGID COUPLINGS OR CORE -DRILLED WITH A ROMAC SADDLE (OR APPROVED EQUAL) 0. DUCTILE IRON MAIN - CORE -DRILLED WITH A ROMAC SADDLE (OR 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 HOPE - CORE -DRILLED WITH A ROMAC SADDLE "INSERTA-TEE" MAY BE USED ON SEWER MAINS 12" DIAMETER OR LARGER G MANHOLE CONNECTION - ALL CONNECTIONS TO MANHOLES SHALL BE AT MANUFACTURED KNOCK -OUTS OR THE STRUCTURE SHALL BE CORE -DRILLED AND USE KOR-N-SEAL BOOTS OR APPROVED EQUAL NOTES• 1 PRIOR TO INSTALLATION OF A SANITARY SEWER STUB, A SIDE SEWER STUB PERMIT MUST BE PURCHASED FROM THE CITY OF RENTON PUBLIC WORKS DEPARTMENT 2 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 3 SIDE SEWERS SHALL HAVE A MINIMUM 2 R SLOPE UNLESS APPROVED BY THE PUBLIC WORKS INSPECTOR 4 FOR INSPECTION OF THE SIDE SEWER STUB, CALL 24 HOURS IN ADVANCE. THE INSPECTION PHONE NUMBER IS ON THE SIDE SEWER STUB PERMIT SITE MUST BE READY FOR INSPECTION AND A REPRESENTATIVE ON SITE WHEN INSPECTOR ARRIVES AT THE APPOINTED TIME DO NOT BACKFILL THE TRENCH UNTIL APPROVAL IS GIVEN BY THE INSPECTOR 5 ALL TRENCH RESTORATION FOR SIDE SEWERS IN THE PUBLIC RIGHT-OF-WAY SHALL CONFORM TO STANDARD PLAN 110 OR 110 2 6 THE SIDE SEWER STUB SHALL HAVE PIPE BEDDING IN ACCORDANCE WITH STANDARD PLAN 405 7 ALL SIDE SEWER STUBS SHALL BE INSTALLED BY A CONTRACTOR LICENSED AND BONDED IN THE STATE OF WASHINGTON SIDE SEWER STUB STD. PLAN -406.1 • PUBLIC WORKS INSTALLATION APP DEPARTMENT Martin PastUCIAW26/202 (SEWER MAIN TO PROPERTY LINE) aeab�m Deavaaeo DATE 1 12: sitts&hill D C. O , r CIVIL I STRUCTURAL I SURVEY 4815 CENTER STREET I TACOMA, WA. 98409 PHONE: (253) 474-9449 I FAX: (253) 474-0153 ` http://www.sittshill.com/ 46449 Project No.: 19480 Project Mgr.: DCD o,2t'P�cis-rE °,two' 4'' SS�oNAL- EtyG ��n" Proj. Engineer: DKM/RJJ Proj. Drafter: KLK/DKM S-422902 R-422920 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING NJanders 05/08/2023 I� [WASTEWATER UTILITY jstowell05/09/2023 VERTICAL: NAVD 1988 • HORIZONTAL: NAD 1983/1991 C TY OF DATE. BROTHERTON BUICK-GMC - RENTON RENTON FIELDBOOK: PAGE: ° DATUM Planning/Building/Public Works Dept. DRAWING NO: WASTEWATER UTILITIES NOTES AND DETAILS C5.2B (PRIVATE AND PUBLIC) SHEET: nZ OF:— 29 Fds L N T O O O N J LO O co O N N A PORTION OF THE NW 1/4 OF SECTION 19, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., KING COUNTY, WASHINGTON LEGEND N RIM=22.06 N a _, so; �, e GLIV I UKY LINK WLJ I PROPOSED FEATURES- N N IE=19.91, 8 D.I. N �02 s so -'� .Q _ W i �s or 2l;AS SD' a - W _ / GA / P - s _ w %L`L� o Ps IE=16.36, 6"PVC W AS HALT s W DOMESTIC WATER SERVICE 8 / E1.1 2 _GAS - HP _ O _ a a _ w ' ' IH S GAS FIRE SPRINKLER SERVICE NO PARKINS, a so, _ _ F 0 � � 23 a .so. �w - ' _ N Z ��SS - - GAS - OHP- GE „NO PARKING" a BP �. so a _ w _ a Sow. � �= ss ! .,' G GAs. a CHAINU FEN_ WATER METER �- 0 3 "NO PARKING" 5 e so ss �2 -�Q ° 7.5- T w _ - -° X S STORM VAULT W/OIL WATER SEPARATOR �(% FIRE DEPARTMENT CONNECTION SS y .. . 2 22 - - - - - - ss ... a 3 LIDS. UNABLE TO OPEN 2 OUTER LIDS 7 ASPHALT POINT OF CONNECTION �'P� � � � - FIRE HYDRANT ° 1E� RIM-24 08 BP o ss a I L TOP OF BAFFLE- 21 78 IE:16.15 8' PVC EXIST. ss a a TES = SS SANITARY SEWER PIPE >P so �, so _ - IE:16.23 6" PVC NEW ss �2� .... a a I ' = 58, 12"PVC W t TOP OF VERT TEE 21 5 _aE - ti� TOP OF PIPEBOTT. OF R20.9fT. E 12"PVC E, ® SANITARY SEWER MANHOLE WITH ACCESS LOCATION N _ - - �2 ss �fEt��IE14E I , :. z UNABLE TO MEASURE IE I �� a / WATER LEVEL=19.98 • SANITARY SEWER CLEANOUT N 21 LF 6 CPEP @ 1.00% N x 2 - z BOTT. OF STRUCT. =17.53 s ss 3� a a ° TEI. �� tfEl , - // U N GATE VALVE N �22�2 Q ©.. - ��. C-SSC005, 6 SSCO _ I ' �? 7 6 -° 8 T RIM:21.95 = \SD p 213 / I ► THRUST BLOCK LO �,' _ 1EI ° 22 IE:18.52 6" S (IN) GAs X �� I IE:18.52 6" N (OUT) 7■-�- I 50� TPN 3340402755 �\ / ti AZULq PROPERTIES LLC rr (IS - - CIS as (IS iO - n • � I ! / I GENERAL NOTES I I I ) VACATED R RENTON I 5 g PER CITY OF 4668 �RDINANCE 0j15p313 REC. NO 1997 2 92 )LE --� IE=17.97, 12"CPP W 10' BAY = 12.36 �I / DOOR 1111111 FORCEMAIN E Py �p� 2396 2 mo 0 STORM CATCH BASIN TYPE I RIM=23.66 IE=19.65, 12 "CPP N IE=19.76, 12 "CPP E IE=19.76, 12 "CPP S IE=20.38, 6"PVC W STORM CATCH BASINfi TYPE I RIM=22.55 IE=20.28, 6"PVC W IE=20.02, 12"CPP N X TOP L \ W L J JB 12\ F- / X APPROX 5 I "WATER LINE" 19.26 X TOP WL - W S_J SD RED "HAZARD" 19.33 ( X TOP WL / gh O `0 X tip• 11 W 0 EXISTING AS -BUILT' rn w x 22• !' , 0 w WATER MAIN, FIELD W ��/ '` LOCATED 2024-03-11 N 26 /2 X tititi "NO PARKING" Q► 3 9,0 �O O^�Q' loop »NO X titia6 p ' 1913 p0 96 A` 4 goo CO) �4Q TELEPHONE RISER JHY COMPOSITE UTILITIES PLAN (PRIVATE AND PUBLIC) SCALE: 1 "=20' SURVEYED: SCALE: VERTICAL: NAVD 1988 DESIGNED: AS NOTED HORIZONTAL: NAD 1983/1991 DKM/RJJ • Call 811 2 AS -BUILT WATER MAIN ADJUSTMENTS S&H 03.21.24 DCD DRAWN. KLK/DKM 1 RFI 010 FIRE RISER RELOCATION S&H 08.28.23 DCD CHECKED: ONE INCH DATUM two business days DCD AT FULL SCALE IF NOT ONE INCH z before OU dig APPROVED: SCALE ACCORDINGLY w y 9 N0. REVISION BY DATE APPR J DCD CONSTRUCTION RECORD DRAWING PROJECT WAS COMPLETED IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED PLANS. ELEVATION DEVIATIONS, WHERE APPLICABLE, ARE DENOTED WITH PLAN CALLOUT UPDATES, AND A STRIKEOUT THROUGH THE ORIGINAL ELEVATION. UTILITY AS -BUILT INFORMATION OBTAINED BY MCKEE ENTERPRISES AND VERIFIED BY SITTS & HILL ENGINEERS, INC. I� NORTH HORIZONTAL SCALE: 1"=20' 20 0 20 40 C TY OF RENTON Planning/Building/Public Works Dept. 1. SEE APPLICABLE GENERAL CIVIL NOTES ON SHEETS C5.2C AND C5.3C. 2. SEE CITY OF RENTON STANDARD WASTEWATER (STD. PLAN C413) AND WATER (STD. PLAN 300.0) NOTES ON SHEETS C5.2C AND C5.3C, RESPECTIVELY. 3. SEE STD. PLAN 403.1/C5.2C FOR SANITARY SEWER CLEANOUT INSTALLATION. 4. SEE STD. PLAN 405/C5.2C FOR SANITARY SEWER PIPE INSTALLATION. 5. SEE STD. PLAN 406.1/C5.2C FOR SANITARY SEWER STUB INSTALLATION FROM MAIN LINE TO PROPERTY LINE. 6. SEE STD. PLAN 406.2/C5.2C FOR SANITARY SEWER INSTALLATION FROM PROPERTY LINE TO BUILDING CONNECTION. 7. SEE STD. PLAN 330.1/C5.3C FOR WATER VALVE BOX INSTALLATION. 8. SEE STD PLANS 330.2 AND 330.3 ON C5.3C FOR THRUST BLOCK INSTALLATION. 9. WATER SERVICE INSTALLATION SHALL BE PERFORMED BY CITY OF RENTON FORCES. KEY NOTES 2' DOMESTIC WATER METER & METER BOX PER STD. PLAN 320.3/C5.4C. 2� 6" DDCV ASSMBLY WITH STANDPIPE OUTSIDE CONNECTION PER STD. PLAN 360.2/C5.3C. NEW METER TO BE INSTALLED WITHIN EASEMENT. :� 6" D.I. CLASS 52 SERVICE PIPING, LENGTH PER PLAN. :� 2" TYPE 'K' COPPER SERVICE PIPING, LENGTH PER PLAN. :� 6" D.I. 90 DEGREE FITTING WITH THRUST BLOCK. %" IRRIGATION METER AND METER BOX PER STD PLAN 320.1/C5.3C. 7� 1" DOUBLE CHECK VALVE ASSEMBLY FOR IRRIGATION SYSTEM, SEE STD. PLAN 340.8/C5.3C. SEE L2.00 FOR IRRIGATION PLAN OIL WATER SEPARATOR PER DETAIL 500/C5.2C 10 INSTALL SIDE SEWER STUB PER STD PLAN 406.1 /C5.2C 11 INSTALL RPBA PER STD PLAN 350.2/C5.4C 12 INSTALL 8" x 6" TAPPING TEE (MJxFL), 6" GATE VALVE, AND CONCRETE THRUST BLOCK 13 6" D.I. 11.25 DEGREE FITTING WITH THRUST BLOCK. sitts&hill 4�Ee �C�rf CIVIL I STRUCTURAL I SURVEY 4815 CENTER STREET I TACOMA, WA. 98409 fs PHONE: (253) 474-9449 I FAX: (253) 474-0153 http://www.sittshill.com/ �PicGjO .K�` Project No.: 19480 Project Mgr.: DCD Proj. Engineer: DKM/RJJ Proj. Drafter: KLK/DKM {L' S-422903 W-422901 I R-422952 IN COMPLIANCE WITH CITY OF RENTON STANDARDS BROTHERTON CADILLAC - RENTON COMPOSITE UTILITIES PLAN (PRIVATE AND PUBLIC) DATE: FIELDBOOK: PAGE: C4.00 SHEET: OF: 26 39 N T O O N Ir 0- Ln N T O O N a J 0 O O N A u A PORTION OF THE NW 1/4 OF SECTION 19, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., KING COUNTY, WASHINGTON LEGEND CV N CV I n rr C') CV CV CV r�1 L; i Q Z 8 RIM=22.06 IE=16.44, 6"PVC E IE=16.36, 6"PVC W "NO PARKING" 2 O "NO PARKING"� 5 e FIN41PA,1I?': 049S IE=17.97, 12 CPP W SANITARY POINT F CONNECTION PER MECHANICA . INVERT ,3 0Q', BELOW FINISH LOOR, IO 12.36 I FORCEMAIN L Py ��0� 2396 2 STORM CATCH BASIN TYPE I RIM=23.66 IE=19.65, 12 "CPP N IE=19.76, 12 "CPP E IE=19.76, 12 "CPP S IE=20.38, 6"PVC W STORM CATCH BASINfi TYPE I RIM=22.55 IE=20.28, 6"PVC W IE=20.02, 12"CPP N i to wl HALT _ w VHOI F TELEPHONE RISER FIRE DO NST�I M OF VAULT IS [{IN SEPARA EFIRg ERMIT G 42" "WATER LINE" x 21i RED "HAZARD" �� I0 � - G� �V eG�� --d��w� �o ti� �Q•tt,,� � goo vJ k 40,, 0 N 7&8" OAS — 1 WASTEWATER AND WATER UTILITIES CONSTRUCTION PLAN (PRIVATE) SCALE: 1 "=20' • Call 811 • m two business days before you dig NO. REVISION SURVEYED: DESIGNED: DKM/RJJ DRAWN: KLK/DKM CHECKED: DCD BY DATE AP P R APPROVED: DCD s I — S oNr- "NO PARKING" CHAINLINK FENCE x —STORM VAULT W/OIL WATER SEPARATOR 3 LIDS. UNABLE TO OPEN 2 OUTER LIDS RIM=24.08 TOP OF BAFFLE=21.78 TOP OF VERT. TEE=21.55, BOTT. OF VERT. TEE=18.58, 12"PVC W TOP OF PIPE=20.9f, 12"PVC E, UNABLE TO MEASURE IE WATER LEVEL=19.98 BOTT. OF STRUCT.=17.53 I TPN 3340402755 AZULq PROPERTIES LLC I I I ) VACATED R RENTON I 5 8 PER CITY OF 4668 �RDINANCE 0j150313 REC. NO 1997 29 SCALE: AS NOTED ONE INCH AT FULL SCALE IF NOT ONE IN, SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM NORTH HORIZONTAL SCALE: 1"=20' 20 0 20 40 C TY OF RENTON PROPOSED FEATURES- W DOMESTIC WATER SERVICE F FIRE SPRINKLER SERVICE WATER METER FIRE DEPARTMENT CONNECTION W FIRE HYDRANT SS SANITARY SEWER PIPE ® SANITARY SEWER MANHOLE WITH ACCESS LOCATION • SANITARY SEWER CLEANOUT N GATE VALVE ► THRUST BLOCK GENERAL NOTES 1. SEE APPLICABLE GENERAL CIVIL NOTES ON SHEETS C5.2C AND C5.3C. 2. SEE CITY OF RENTON STANDARD WASTEWATER (STD. PLAN C413) AND WATER (STD. PLAN 300.0) NOTES ON SHEETS C5.2C AND C5.3C, RESPECTIVELY. 3. SEE STD. PLAN 403.1/C5.2C FOR SANITARY SEWER CLEANOUT INSTALLATION. 4. SEE STD. PLAN 405/C5.2C FOR SANITARY SEWER PIPE INSTALLATION. 5. SEE STD. PLAN 406.1/C5.2C FOR SANITARY SEWER STUB INSTALLATION FROM MAIN LINE TO PROPERTY LINE. 6. SEE STD. PLAN 406.2/C5.2C FOR SANITARY SEWER INSTALLATION FROM PROPERTY LINE TO BUILDING CONNECTION. 7. SEE STD. PLAN 330.1/C5.3C FOR WATER VALVE BOX INSTALLATION. 8. SEE STD PLANS 330.2 AND 330.3 ON C5.3C FOR THRUST BLOCK INSTALLATION. 9. WATER SERVICE INSTALLATION SHALL BE PERFORMED BY CITY OF RENTON FORCES. KEY NOTES 2' DOMESTIC WATER METER & METER BOX PER STD. PLAN 320.3/C5.3C. :� 6" DDCV ASSMBLY WITH STANDPIPE OUTSIDE CONNECTION PER STD. PLAN 360.2/C5.3C. NEW METER TO BE INSTALLED WITHIN EASEMENT. B� 6" D.I. CLASS 52 SERVICE PIPING, LENGTH PER PLAN. 4� 2" TYPE 'K' COPPER SERVICE PIPING, LENGTH PER PLAN. 5� 6" D.I. 90 DEGREE FITTING WITH THRUST BLOCK. %" IRRIGATION METER AND METER BOX PER STD PLAN 320.1/C5.3C. 7� 1" DOUBLE CHECK VALVE ASSEMBLY FOR IRRIGATION SYSTEM, SEE STD. PLAN 340.8/C5.3C. SEE L2.00 FOR IRRIGATION PLAN OIL WATER SEPARATOR PER DETAIL 500/C5.2C 10 INSTALL SIDE SEWER STUB PER STD PLAN 406.1 /C5.2C 11 INSTALL RPBA PER STD PLAN 350.2/C5.4C 12 INSTALL 8" x 6" TAPPING TEE (MJxFL), 6" GATE VALVE, AND CONCRETE THRUST BLOCK C. O� pF WA,1 f r -r 46449 �O�c C1 'IV �ss10,vA, �M. 6,u9ij sitts&hill CIVIL I STRUCTURAL I SURVEY 4815 CENTER STREET I TACOMA, WA. 98409 PHONE: (253) 474-9449 I FAX: (253) 474-0153 http://www.sittshill.com/ Project No.: 19480 Project Mgr.: DCD Proj. Engineer: DKM/RJJ Proj. Drafter: KLK/DKM S-422904 I W-422902 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING A018t&�' IL NJanders 05/08/2023 %jl WASTEWATER UTILITY jstowell 05/09/2023 BROTHERTON CADILLAC - RENTON Plan ning/Building/Public Works Dept. WASTEWATER AND WATER UTILITIES CONSTRUCTION PLAN (PRIVATE) DATE: FIELDBOOK: PAGE: C5.0C SHEET: OF: 27 39 N T O O I N ,i1 Ln CV T O O N Q J LO O O N CV A u A PORTION OF THE NW 1/4 OF SECTION 19, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., KING COUNTY, WASHINGTON LEGEND r11- N n i i LJ Q Z J EN �s�9 4x titi�2 C,- N )LE IL=I/.9/, IL Ut'F' w 12.36 FORCEMAIN E mo 0 STORM CATCH BASIN TYPE I RIM=23.66 IE=19.65, 12"CPP N IE=19.76, 12 "CPP E IE=19.76, 12 "CPP S IE=20.38, 6"PVC W STORM CATCH BASINfi TYPE I RIM=22.55 IE=20.28, 6"PVC W IE=20.02, 12"CPP N i ii HAL T VHnI F TELEPHONE — RISER — - a 0 1 RIM=22.06 IE=16.44, 6"PVC E IE=16.36, 6"PVC W "NO PARKING" 0 y N i 7&18» OAK i ell . 4241 "WATER LINE" SID RED "HAZARD" _.J t N 0- x 11LNO PARKING Z WASTEWATER AND WATER UTILITIES CONSTRUCTION PLAN (PUBLIC) SCALE: 1"=20' • Call 811 two business days before you dig NO. REVISION SURVEYED: DESIGNED: DKM/RJJ DRAWN: KLK/DKM CHECKED: DCD BY DATE APPR �APPROVE DC D "NO PARKING" CHAINLINK FENCE x 2�STORM VAULT W/OIL WATER SEPARATOR 3 LIDS. UNABLE TO OPEN 2 OUTER LIDS RIM=24.08 TOP OF BAFFLE=21.78 TOP OF VERT. TEE=21.55, BOTTT, OF VERT. TEE=18.58, 12"PVC W TOP OF PIPE=20.9f, 12"PVC E, UNABLE TO MEASURE IE WATER LEVEL=19.98 BOTTT, OF STRUCT.=17.53 TPN 3340402755 i AZULEj PROPERTIES LLC ----VA �F -0 W. N 5 8 PEORCITANITYCE # RCC NO. 199707150313 SCALE: AS NOTED ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM NORTH HORIZONTAL SCALE: 1"=20' 20 0 20 40 CITY OF RENTON PROPOSED FEATURES- Wy DOMESTIC WATER SERVICE F FIRE SPRINKLER SERVICE WATER METER FIRE DEPARTMENT CONNECTION Y FIRE HYDRANT SS SANITARY SEWER PIPE ® SANITARY SEWER MANHOLE WITH ACCESS LOCATION • SANITARY SEWER CLEANOUT N GATE VALVE ► THRUST BLOCK GENERAL NOTES 1. SEE APPLICABLE GENERAL CIVIL NOTES ON SHEETS C5.2C AND C5.3C. 2. SEE CITY OF RENTON STANDARD WASTEWATER (STD. PLAN C413) AND WATER (STD. PLAN 300.0) NOTES ON SHEETS C5.2C AND C5.3C, RESPECTIVELY. 3. SEE STD. PLAN 403.1/C5.2C FOR SANITARY SEWER CLEANOUT INSTALLATION. 4. SEE STD. PLAN 405/C5.2C FOR SANITARY SEWER PIPE INSTALLATION. 5. SEE STD. PLAN 406.1/C5.2C FOR SANITARY SEWER STUB INSTALLATION FROM MAIN LINE TO PROPERTY LINE. 6. SEE STD. PLAN 406.2/C5.2C FOR SANITARY SEWER INSTALLATION FROM PROPERTY LINE TO BUILDING CONNECTION. 7. SEE STD. PLAN 330.1/C5.3C FOR WATER VALVE BOX INSTALLATION. 8. SEE STD PLANS 330.2 AND 330.3 ON C5.3C FOR THRUST BLOCK INSTALLATION. 9. WATER SERVICE INSTALLATION SHALL BE PERFORMED BY CITY OF RENTON FORCES. KEY NOTES 2' DOMESTIC WATER METER & METER BOX PER STD. PLAN 320.3/C5.3C. 2� 6" DDCV ASSMBLY WITH STANDPIPE OUTSIDE CONNECTION PER STD. PLAN 360.2/C5.3C. NEW METER TO BE INSTALLED WITHIN EASEMENT. 3� 6" D.I. CLASS 52 SERVICE PIPING, LENGTH PER PLAN. 4� 2" TYPE 'K' COPPER SERVICE PIPING, LENGTH PER PLAN. :� 6" D.I. 90 DEGREE FITTING WITH THRUST BLOCK. 3/" IRRIGATION METER AND METER BOX PER STD PLAN 320.1/C5.3C. 7� 1" DOUBLE CHECK VALVE ASSEMBLY FOR IRRIGATION SYSTEM, SEE STD. PLAN 340.8/C5.3C. SEE L2.00 FOR IRRIGATION PLAN OIL WATER SEPARATOR PER DETAIL 500/C5.2C 10 INSTALL SIDE SEWER STUB PER STD PLAN 406.1 /C5.2C 11 INSTALL RPBA PER STD PLAN 350.2/C5.4C 12 INSTALL 8" x 6" TAPPING TEE (MJxFL), 6" GATE VALVE, AND CONCRETE THRUST BLOCK sitts&hill 6u9 CIVIL I STRUCTURAL I SURVEY 4815 CENTER STREET I TACOMA, WA. 98409 PHONE: (253) 474-9449 I FAX: (253) 474-0153 http://www.sittshill.com/ Project No.: 19480 Project Mgr.: DCD Proj. Engineer: DKM/RJJ Proj. Drafter: KLK/DKM W-422905 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING A018t&�' IL Wanders 05/08/2023 %,�#1 BROTHERTON CADILLAC - RENTON Planning/Building/Public works Dept. WASTEWATER AND WATER UTILITIES CONSTRUCTION PLAN (PUBLIC) DATE: FIELDBOOK: PAGE: DRAWING NO: C5.1C SHEET: OF: 28 39 Nt N T O O I N N It '11 Lid N T O O N Q ZD J LO O It O N N Alu N N I N DocuSign Envelope ID 345B681D-914E-4F2D-AB59-7C192D3B78A3 WASTEWATER UTILITY STANDARD NOTES 1 ALL WORK AND MATERIAL SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATION OF THE CITY OF RENTON PUBLIC WORKS DEPARTMENT AND THE LATEST EDITION OF THE WSDOT/APWA 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 CONSTRUCTION 2 DATUM FOR VERTICAL CONTROL SHALL BE NORTH AMERICAN VERTICAL DATUM 1988 HORIZONTAL CONTROL SHALL BE NORTH AMERICAN DATUM 1983/1991 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 BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PUBLIC WORKS INSPECTOR 24 HOURS IN ADVANCE OF BACKFILLING ALL CONSTRUCTION 4 THE HOURS OF WORK IN THE STREET RIGHT-OF-WAY SHALL BE PER CITY SPECIFICATIONS ON WEEKDAYS UNLESS OTHERWISE 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 REQUIREMENTS. 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 COMPLY WITH THE REQUIREMENTS OF RCW 19 122 A DIG TICKET SHALL BE OBTAINED 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 TIMES 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 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 BE POLYVINYL CHLORIDE (PVC) RUBBER-GASKETED ASTM D 3034, SDR 35, C900/C905 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 UNDER ANY STRUCTURE (WALL, BUILDING FOUNDATION, ETC.), IT SHALL BE DESIGNED BY A PROFESSIONAL ENGINEER LICENSED IN THE STATE OF WASHINGTON IN ACCORDANCE WITH STANDARD DETAIL 412 10. OPEN -CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED ROADWAYS SHALL BE BACKFILLED WITH CRUSHED SURFACING AGGREGATE (WSDOT SPECIFICATION 9-03 9(3) AND MECHANICALLY 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 WSDOT/APWA STANDARDS AND SPECIFICATION AS APPROVED AND MODIFIED BY THE CITY IN THE RENTON STANDARD PLANS 8 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 THE PREVENTION OF ON -SITE EROSION BOTH DURING CONSTRUCTION AND AFTER THE COMPLETION OF CONSTRUCTION IN ACCORDANCE WITH THE CURRENT SURFACE WATER DESIGN MANUAL 13 THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH A RECORD DRAWING OF THE SANITARY SEWER SYSTEM WHICH HAS BEEN STAMPED AND SIGNED BY A LICENSED PROFESSIONAL ENGINEER OR LICENSED PROFESSIONAL SURVEYOR ST . PLAN - 413 PUBLIC WORKS WASTEWATER UTILITY APPROVED DEPARTMENT STANDARD NOTES Martin Pastucha<D/zb/z DATE DocuSign Envelope ID 345B681D-914F-4F2D-AB59-7C192D3B78A3 ALL 90 TURNS SHALL BE ACCOMPLISHED 4" BEND AS REWIRED (NO GREATER BY MEANS OF A WYE WITH CLEANOUT AND 45 BEND TWO 45' BENDS SHALL NOT BE THAN 45' BEND) EVERY ZNO CHANGE 4" CLEANOUT WYE WITH ACCEPTABLE (SEE NOTE 11) IN DIRECTION OR GRADE WILL REQUIRE 45 BEND AND PLUG A CLEANOUT WYE (SEE NOTE 11) I (SEE NOTE 11) z z z HOUSE gI a HOUSE oI a HOUSE gI a HOUSE 3 -0" MIN I: 4" SEWER PIPE SURFACE CLEANOUT 4" SURFACE v (TYPICAL) 6"z 6"z6" WYE a CLEANOUT 4" SEWER PIPE, SEE NOTES 2 (SEE STD PLAN - 407) WYE �4" 4" TEST TEE WITH _ AND 3 MINIMUM LINE SIZE FOR 1 WYE WITH PLUG FACE UP OTHER THAN SINGLE FAMILY IS 6" R O W LINE CLEANOUT (TYPICAL) - I ROW LINE - 3' MIN 6"x 4" REDUCER e v F F ? (TYPICAL) z MAIN SEWER LINEX Xi NOTES _z IF THE BUILDING SEWER SERVES ANY FIXTURE HAVING X ` FLOOD LEVEL RIMS LOCATED BELOW THE ELEVATION 1 PRIOR TO INSTALLATION OF A SANITARY SEWER CONNECTION, A o OF THE NEXT UPSTREAM MANHOLE COVER OF THE SIDE -SEWER PERMIT MUST BE PURCHASED FROM THE CITY OF PUBLIC SEWER SYSTEM, A BACKFLOW PREVENTION RENTON PUBLIC WORKS DEPARTMENT. b ? DEVICE SUCH AS CLEAN CHECK EXTENDABLE vI BACKWATER VALVE OR APPROVED EQUAL SHALL BE INSTALLED 2 FOR INSPECTION OF SIDE SEWER, CALL 24 HOURS IN ADVANCE m THE INSPECTION PHONE NUMBER IS ON THE SIDE SEWER PERMIT 4" FLEXIBLE COUPLING (FERNCO OR EQUAL) SITE MUST BE READY FOR INSPECTION AND A REPRESENTATIVE ON SITE WHEN INSPECTOR ARRIVES AT APPOINTED TIME DO NOT C BACKR L THE DITCH UNTIL APPROVAL IS GIVEN BY THE INSPECTOR N SURFACE CLEANOUT m 4"x 4"z4" WYE 3 SIDE SEWER PIPE AND FITTINGS SHALL BE PVC SDR 35 WITH RUBBER 4" PIPING GASKET JOINTS UNLESS OTHERWISE APPROVED BY THE PUBLIC PLAN WORKS DEPARTMENT BUILDING DRAIN FOR 4 A MINIMUM GRADE OF 2% (1/4" PER FOOT) MUST BE MAINTAINED LOW ELEVATION HOUSE WITH A 4" PIPE IN THE EVENT A 2% GRADE CANNOT BE MAINTAINED WITH THE APPROVAL OF THE PUBLIC WORKS INSPECTOR, THE MAIN TO CONTRACTOR MAY INSTALL A 6" DIAMETER SIDE SEWER AT NO LESS 5 FEET R 0 W LINE R 0 W. LINE TO CLEANOUT I MAX THAN IX SIDE SEWER STUB BUILDING SEWER BUILDING DRAIN 5 INSTALL SIDE SEWER WITH 2' MINIMUM COVER 18" COVER IS ALLOWED 3 FEET MIN I-- AT THE HOUSE IF OUTLET IS SHALLOW 6 ALL BUILDING SEWER AND SIDE SEWERS SHALL HAVE BEDDING IN 1 ACCORDANCE WITH STANDARD PLAN 405 m m < c .: . a = ': i n = 7 WHENEVER FEASIBLE, THERE SHALL BE A MINIMUM 5 FOOT rnAi O W I^ o v_ s 00 ? v n +• v F x > z m g HORIZONTAL SEPARATION BETWEEN SANITARY SIDE SEWERS AND ALL a O m m v m p m OTHER UTILITIES a b m A z? °f y o I^ m i cI m m 8 SIDE SEWER TESTING SHALL CONSIST OF PLACING A PLUG IN THE z A i• i o A v y T g 0 TEST TEE AND INSTALLING A 4-FOOT RISER PIPE ON THE CLEANOUT o m o ; = y AT THE BUILDING. THE SIDE SEWER PIPE SHALL BE FILLED TO WITH s z n WATER TO THE TOP OF THE RISER PIPE NO LOSS OF WATER SHALL m m inn r^ 0 OCCUR FOR A PERIOD OF 10 MINUTES. THE SIDE SEWER MAY BE ... z CONNECTED TO THE BUILDING FOLLOWING THE SUCCESSFUL S rn q COMPLETION OF THE LEAK TEST " c= 9 THE CLEANOUT AT THE RIGHT-OF-WAY SHALL BE INSTALLED PER m PLAN STANDARD PLAN 406 1 THE CLEANOUT AT THE BUILDING SHALL BE BUILDING SEWER INSTALLED TO SURFACE GRADE ALL OTHER CLEANOUTS SHALL BE INSTALLATION INSTALLED TO WITHIN 12" OF THE SURFACE 10 IF SIDE SEWER STUB IS NOT AVAILABLE THE OWNER SHALL BE RESPONSIBLE FOR ITS INSTALLATION PER STANDARD PLAN 4061 ALL WORK WITHIN STREET RIGHT-OF-WAY SHALL BE DONE BY A LICENSED AND BONDED CONTRACTOR CALL 811 BEFORE YOU DIG 11 ALL TRENCH RESTORATION FOR SIDE SEWERS IN THE PUBLIC Or g0 to RIGHT-OF-WAY SHALL CONFORM TO STANDARD PLAN 110 OR 1102 www callbeforeyoud,g org 12 ALL WORK SHALL BE ACCOMPLISHED IN ACCORDANCE WITH THE WASHINGTON INDUSTRIAL SAFETY AND HEALTH ACT (WISHA) TYPICAL BUILDING SEWER STD. PLAN - 406.2 PUBLIC WORKS ro..ed6r URI DEPARTMENT FROM PROPERTY LINE TO artinPastucli§/26/2oz 511168"11,,,.IB441D BUILDING CONNECTION DATE ■EI 1 12 A PORTION OF THE NW 1/4 OF SECTION 19, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., KING COUNTY, WASHINGTON DocuSign Envelope ID 345B681D-914F-4F2D-AB59-7C192D3B78A3 DocuSign Envelope ID 345B681D-914F-4F2D-AB59-7C192D3B78A3 RECESSED LIFT POCKET O 3/4" LETTERING "SEWER" e SEWER a (2) BOLT SOC. (ALLEN HEAD) - 5/8" - 11 X 1 5 STAINLESS STEEL REF PART //00981177 - 1-3/16" SEE I 10-1/2" 5/1 1/4"12-1/2"F 1"' -T1-1/g„ 2-1/4" f 213/4 �I CAST IRON RING AND COVER Not to Scale FRAME 1'-(1" nlnurTro 1'-rl" _- 45- (1/8) BEND OR DABLE PIPE MATERIAL AS SPECIFIED BY THE ENGINEER 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 8" THICK, 3'-0" SQUARE CONCRETE, CLASS 3000, PAD AROUND THE RING AND COVER 3 INSTALL ASPHALT COLLAR PER STANDARD PLAN 106 STD. PLAN - 403.1 PUBLIC WORKS 8" OR 6" CLEANOUT xrOuRogned by DEPARTMENT FOR SANITARY SEWER MAIN Martin PastuCfJ$/26/2020 G) � h49D DATE 800 TOTAL GALLON OIL/WATER SEPARATOR CUSTOMER TO SUPPLY PIPES AND TEES. PIPING SHOWN FOR REFERENCE ONLY. V-6" 5'-0" 2'-6" 2"4 VENT DUCT a< ° a f 6„ 1, 13„ � a 7'-6" 4'-6" a 3 WATER LEVEL 2EA. 8"6 HOLES m L a 4 m' 9 1'-5" 5" 2'-6" 5'-2 -6" 1 12 : 1 ENV-2 2EA. 24"0 ACCESS WITH 2EA. 24"0 D&L A-1024 CAST IRON FRAMES AND COVERS 2EA. 2412 GRADE RINGS OUTLET LOCATED 1/2" PIPE DIAMETER LOWER THAN INLET 4Y" f 8" 8'-7Y„ 6'-0" 4'-6" 7„ TOP SLAB WEIGHT: 3,850 LBS. DRAWING MAY NOT CONFORM TO THE VAULT WEIGHT: 13,160 LBS. MOST CURRENT SPECIFICATION 0 ® OWS-4878 41-011 X 61-61I X 6-0" (I.D.) Oldcastle Precast FILENAME: ENV-2.DWG ENVIRONMENTAL VAULT Northern California REVISED: MARCH 2O16 OIL WATER SEPARATOR Madera. Morgan Hill. Pleasanton. Santa Rosa. Stockton -Tulare Phone: 925-750-6650 Fax:925-750-6660 www.oldcastleprecast.com Copyright © 2016 Oldeastle Precest,lnc. SOIL —WATER SEP, SCALE: N.T.S. • Call 811 • m two business days before you dig NO. REVISION W (SEE NOTE 7) BEDDING MATERIAL FOR SANITARY SEWER PIPE (SEE NOTE 5) ----\ FOUNDATION LEVEL -- LIMITS OF PIPE ZONE O.D. of PIPE 51 BEDDING FOR SANITARY SEWER PIPE 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 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 APP DEPARTMENT FOR SANITARY SEWERS Martin PastUCW26/202! .won �mFry0980449D DATE SURVEYED: DESIGNED: DKM/RJJ DRAWN: KLK/DKM CHECKED: DCD BY DATE APPR APPROVED: DCD 1 12 DocuSign Envelope ID 345B681D-914F-4F2D-AB59-7C192D3B78A3 r<� r--I-r---------- I— EX. SEWER MAIN I I I I l PROPERTY LINE F�SEWWER z AS NEEDED) 3'-0" MIN O WER STUBFUTURE 4" SIDE SEWER 2"x 4" STUD MARKING POST PAINTED 6" CAPWHITE WITH THE WORD "SEWER" STENCILED EE X 6" TEE i i i I IN 3" HIGH BLACK LETTERS AND #6 WIRE SIDEWALK z WRAPPED AROUND THE STUD AND I I I I I EXTENDED TO THE TOP OF THE STUD COUPLING TYP I I I I > rr� 13 6"X6"X6" SURFACE CLEANOUT WITH CAST IRON RING AND COVER (EAST JORDAN IRON WORKS PRODUCT NO 00367502 OR APPROVED EQUAL, SPECIFY "SEWER" ON LID), CLEANOUT TO BE CENTERED IN A 2'x2' CONCRETE PAD CONCRETE PAD TO BE 8" IN DEPTH 17- BEND AS �� T8" REQUIRED EXISTING SANITARY /_� SEWER MAIN ., nw MIN SLOPE , _1"\ `6" SEWER STUB � 5"X6"X6" WYE `FUTURE 6"x 4" REDUCER \`SEWER MAIN SIZE X 6" TEE ACCEPTABLE PROCEDURES FOR SIDE SEWER CONNECTIONS TO EXISTING SEWER MAIN A VITRIFIED CLAY MAIN - CUT IN A NEW PVC "TEE" USING "STRONG -BACK" FLEXIBLE COUPLINGS (FERNCO OR APPROVED EQUAL). B CONCRETE MAIN - CUT IN A NEW PVC "TEE" USING "STRONG -BACK" FLEXIBLE COUPLINGS (FERNCO OR APPROVED EQUAL) C PVC do C900 PVC MAIN - CUT IN NEW TEE USING RIGID COUPLINGS OR CORE -DRILLED WITH A ROMAC SADDLE (OR APPROVED EQUAL) 0. DUCTILE IRON MAIN - CORE -DRILLED WITH A ROMAC SADDLE (OR 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 HOPE - CORE -DRILLED WITH A ROMAC SADDLE "INSERTA-TEE" MAY BE USED ON SEWER MAINS 12" DIAMETER OR LARGER G MANHOLE CONNECTION - ALL CONNECTIONS TO MANHOLES SHALL BE AT MANUFACTURED KNOCK -OUTS OR THE STRUCTURE SHALL BE CORE -DRILLED AND USE KOR-N-SEAL BOOTS OR APPROVED EQUAL NOTES• 1 PRIOR TO INSTALLATION OF A SANITARY SEWER STUB, A SIDE SEWER STUB PERMIT MUST BE PURCHASED FROM THE CITY OF RENTON PUBLIC WORKS DEPARTMENT 2 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 3 SIDE SEWERS SHALL HAVE A MINIMUM 2 R SLOPE UNLESS APPROVED BY THE PUBLIC WORKS INSPECTOR 4 FOR INSPECTION OF THE SIDE SEWER STUB, CALL 24 HOURS IN ADVANCE. THE INSPECTION PHONE NUMBER IS ON THE SIDE SEWER STUB PERMIT SITE MUST BE READY FOR INSPECTION AND A REPRESENTATIVE ON SITE WHEN INSPECTOR ARRIVES AT THE APPOINTED TIME DO NOT BACKFILL THE TRENCH UNTIL APPROVAL IS GIVEN BY THE INSPECTOR 5 ALL TRENCH RESTORATION FOR SIDE SEWERS IN THE PUBLIC RIGHT-OF-WAY SHALL CONFORM TO STANDARD PLAN 110 OR 1102 6 THE SIDE SEWER STUB SHALL HAVE PIPE BEDDING IN ACCORDANCE WITH STANDARD PLAN 405 7 ALL SIDE SEWER STUBS SHALL BE INSTALLED BY A CONTRACTOR LICENSED AND BONDED IN THE STATE OF WASHINGTON SIDE SEWER STUB STD. PLAN -406.1 • PUBLIC WORKS INSTALLATION APP DEPARTMENT Martin PastUCKW26/202 (SEWER MAIN TO PROPERTY LINE) aeab�m Deav4490 DATE 1 12: 1,D C. sitts&hill O� of w'9� 44 C rJ1 laU09AJ CIVIL I STRUCTURAL I SURVEY 4815 CENTER STREET I TACOMA, WA. 98409 V PHONE: (253) 474-9449 I FAX: (253) 474-0153 http://www.sittshill.com/ Project No.: 19480 Project Mgr.: DCD 05 46449 4 Proj. Engineer: DKM/RJJ Proj. Drafter: KLK/DKM SIpNpL �� oM S-422906 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING NJanders 05/08/2023 WASTEWATER UTILITY jstowell 05/09/2023 01 SCALE: DATE: VERTICAL: NAVD 1988• BROTHERTON CADILLAC - RENTON AS NOTED HORIZONTAL: NAD 1983/13/1991 C T Y OF FIELDBOOK: RENTON PAGE: ° ONE INCH DATUM DRAWING NO: AT FULL SCALE Plan ning/Building/Public Works Dept. WASTEWATER AND WATER UTILITIES NOTES C5.210 IF NOT ONE INCH SCALE ACCORDINGLY (PRIVATE AND PUBLIC) SHEET: OF: 29 39 T O O I N Fds N T O O O N J LO O co O N N Al