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HomeMy WebLinkAboutR-422920DocuSign 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