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Home My WebLink AboutS-323403PROPERTY LINE SIDE SEWER MAIN TO BUILDING SEWER o Z �� FUTURE 6" SEWER PIPE �' 6 0 • BLDG. SEWER 6" SIDE OUTLET TEE 2 "X4" STUD SERVICE ARKER PAINT UPPER PORTION WHITE a AND STENCIL ON SIDE WORD "SEWER" WITH 3" HIGH a BLACK LETTERS. 6" SIDE SEWER & BUILDING SEWER PLAN 6" SIDE SEWER °o 1:3:5 MIX o co SANITARY SEWER NOTES & SPECIFICATIONS BLOCKING FOR CAST OR MINIMUM 5' COVER AT PROPERTY Ax DUCTILE IRON PIPE. LINE OR 3 -5' LOWER THAN THE S p DATE 25• MIN; EVER IS LOWER. 6 "MIN HORIZONTAL CONRETE RISER BY PIPE INC. 1. ALL WORK MATERIALS SHALL BE IN CONFORMANCE WITH THE STANDARDS AND 48" SPECIFICATIONS OF THE CITY OF RENTON UTILITY DEPARTMENT AND THE LATEST EDITION OF THE WSDT/APWA STANDARDS AND SPECIFICATIONS. EXISTING SEWER MAIN CONC. BLOCKING ANGLE mss" SIDE SEWER Z. THE HOURS OF WORK IN THE STREET RIGHT -OF -WAY SHALL BE LIMITED TO 8:30 LADDER -STD. ALUMINUM A.M. TO 3:30 P.M. ON WEEKDAYS UNLESS OTHERWISE APPROVED IN WRITING BY ELEVATION TO BE INSTALLED THE DEPARTMENT OF PUBLIC WORKS AT 235 -2620. ALL STREET CLOSURES, AT CONNECTION 0� �� G � PARTIAL, OR FULL, SHALL BE APPROVED BY THE DEPARTMENT OF PUBLIC WORKS 24 0 (/) HOURS IN ADVANCE. THE POLICE DEPARTMENT, AND 911 SHALL BE NOTIFIED 24 SADDLE SECURED TO SEWER MAIN -W W Q HOURS IN ADVANCE. V Q ~ ~ J 3. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WI7N "STANDARD SPECIFICATIONS STATE SEWERS TO EXISTING MAIN_ Ly 0 FOR MUNICIPAL PUBLIC WORKS CONSTRUCTION" PREPARED BY WASHINGTON CHAPTER AMERICAN PUBLIC WORKS ASSOCIATION, LATEST EDITION (APWA) AND HORIZONTAL cr: Q CITY OF RENTON STANDARD SPECIFICATIONS. Cl PIPE SEWER' MAINS ARE TO ELEVATION 4. ALL LOCATIONS OF EXIS77NG UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL SIDE SEWER ® W � BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT TYP. SEE SHTS. 15 & 16 U) Z LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE. Y >_ F- 5. A PRE- CONSTRUCTION CONFERENCE AND A 24 HOURS NOTICE SHALL BE REQUIRED i r PRIOR TO STARTING NEW CONSTRUCTION. IT SHALL BE THE CONTRACTOR'S ® RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR TO STARTING OF n- CONSTRUCTION. (INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTATIVE THE CONTRACTOR'S RESPONSIBILITY TO QQ THE CITY OF RENTON). IT SHALL BE BACKFILL ALL V) NOTIFY THE UTILITY DEPARTMENT 24 HOURS IN ADVANCE OF CONSTRUCTION. M 6. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF z CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE N z CONSTRUCTION SITE. M 7. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE ! AND ANY RELATED PERMITS PRIOR TO ANY CONSTRUCTION. H a a t" R 3 8. PLANS APPROVED BY THE CITY OF RENTON, PUBLIC WORKS DEPARTMENT SHALL TAKE PRECEDENCE OVER ALL OTHER PLANS. 9. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB S 17E WHENEVER o to tq CONSTRUCTION IS IN PROGRESS. K Z 10. THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH AN AS -BUILT j'K Q DRAWING OF THE SANITARY SEWER SYSTEM WHICH HAS BEEN STAMPED AND o r ° SIGNED BY A LICENSED PROFESSIONAL ENGINEER OF LICENSED A N PROFESSIONAL SURVEYOR. 11. BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS o WITH A LOOSE AVERAGE DEPTH OF 6 INCHES, MAXIMUM DEPTH OF 81 INCHES, a THOROUGHLY TAMPING 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 HOT MIX PATCH SHALL BE PLACED WITHIN 10 DAYS AND SHALL BE PER CITY OF RENTON CURRENT STANDARDS a 13. DATUM SHALL BE CITY OF RENTON, U.S.C. AND G.S. o 14. ALL DISTURBED AREAS SHALL BE SEEDED MULCHED OR OTHERWISE STABILIZED TO THE SA77SFACTION OF THE DEPARTMENT FOR THE PREVENTION OF ON -SITE EROSION AFTER THE COMPLETION OF CONSTRUCTION. 15. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH SECTION 7- 02.3(1) OF THE CURRENT STATE OF Y WASHINGTON STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE 'TOP OF ! a! THE FOUNDA7ON MATERIAL AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL TO UNIFORM GRADE SO THAT THE EN77RE LENGTH OF THE PIPE z WILL BE SUPPORTED ON A UNIFORMLY DENSE UNYIELDING BASE. PIPE BEDDING SHALL BE PEA GRAVEL 6" ABOVE AND BELOW THE PIPE. 16. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER GASKETED ASTM D 3034, SDR 35, OR DUCTILE IRON CLASS 50. z 17 IN UN- IMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6 INCH AND MAXIMUM 18 g INCH ABOVE FINISHED GRADE. IN PAVED AREA, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING. 2'0" a w 0 314" SPACES SPACED -314" 12 "0 l---4 314" 0 ° o AS INDICA?ED -Hr 1 /a" FIQER JOINT } m ° ° o ° PACKING °°° 1/8" RAISE -1/2" WIDE 118 BEND 1" FM PROPERTY LINE SIDE SEWER MAIN TO BUILDING SEWER o Z �� FUTURE 6" SEWER PIPE �' 6 0 • BLDG. SEWER 6" SIDE OUTLET TEE 2 "X4" STUD SERVICE ARKER PAINT UPPER PORTION WHITE a AND STENCIL ON SIDE WORD "SEWER" WITH 3" HIGH a BLACK LETTERS. 6" SIDE SEWER & BUILDING SEWER PLAN 6" SIDE SEWER N 1:3:5 MIX NOTE: CONCRETE 60' ALLOWABLE MAX SIDE SEWER SHALL HAVE A BLOCKING FOR CAST OR MINIMUM 5' COVER AT PROPERTY Ax DUCTILE IRON PIPE. LINE OR 3 -5' LOWER THAN THE 6"MIN LOWEST HOUSE ELEVATION, WHICH - DATE 25• MIN; EVER IS LOWER. 6 "MIN HORIZONTAL CONRETE RISER BY PIPE INC. t 6" SIDE OUTLET TEE 48" SEWER MAIN EXISTING SEWER MAIN CONC. BLOCKING ANGLE mss" SIDE SEWER OF TEE AT MAIN OVER 25 ° LADDER -STD. ALUMINUM ��6 °TEST rEE ELEVATION TO BE INSTALLED AT CONNECTION 0� �� G � NOTE: 0 MAKE TAP THROUGH CAST IRON P� SADDLE SECURED TO SEWER MAIN WITH NLESS NEW BANDS I�GpC�GR� WHENSCONNECTING 25' SEWERS TO EXISTING MAIN_ 29' MIN SLOPE VITRIFIED CLAY, PLAIN & HORIZONTAL REINFORCED CONCRETE, D1 & TYPICAL SIDE SEWER Cl PIPE SEWER' MAINS ARE TO ELEVATION BE CORE DRILLED. SIDE SEWER SERVICE DETAIL TYP. SEE SHTS. 15 & 16 IV CASTING INLAND_ FORY OR EQUAL ADJUSTMENT 4" MIN. PRECAST BASE SECTION I OR CAST IN PLACE 6" -MIN. 6" MIN. SANITARY MANHOLE TYPICAL DETAIL (N TS) TYP. SEE SHTS. 1I & 12 NOTES: 1. STEPS TO BE 3/4" 0 DEFORMED BAR GALVANIZED SAFTEY STEPS OR EQUAL 2. STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS ARE INSTALLED' 3. CASTING TO'BE OLYMPIC FOUNDRY MH30 WITH MH30 D/T OR EQUAL. PER DWG, BR29 4. MANHOLE SECTIONS TO BE OF REINFORCED PRECAST CONCRETE 5. OPENING SHOULD BE ❑N DOWNSTREAM SIDE. 6. ALL JOINTS SHALL BE GROUTED. 7. SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR SURFACES,`INCLUDING CHANNELING, COATED (SEALED) WITH A HIGH SOLIDS URETHANE COATINGi WASSER MC- CONSEAL OR APPROVED EQUAL) COLOR OF COATING SHALL BE WHITE.' AS —BUILT CERTIFICATE I HEREBY CER77FY 774A THE HORIZONTAL AND VER77CAL LOCA77ONS OF THE STORM FACILITIES AND PAVING SHOWN HEREON ARE THE RESULT OF A FIELD SURVEY PERFORMED BY ME OR UNDER MY DIRECTION, AND ADD177ONAL INFORMA77ON SUPPLIED BY THE `CONTRACTOR: N CONE MORTAR JOINTS STEPS -3/4" DEFORMED BAR 4" MIN. �o41 STEPS SHALL BE INCLUDED z_ BY DATE -I 6 1/2" DATE b CONRETE RISER BY PIPE INC. DATE 48" OR APPROVED EQUAL DATE MAX. PIPE SIZE -21" I.D. DATE LADDER -STD. ALUMINUM OR GALVANIZED STEEL. CONCRETE SHELF PRECAST BASE SECTION I OR CAST IN PLACE 6" -MIN. 6" MIN. SANITARY MANHOLE TYPICAL DETAIL (N TS) TYP. SEE SHTS. 1I & 12 NOTES: 1. STEPS TO BE 3/4" 0 DEFORMED BAR GALVANIZED SAFTEY STEPS OR EQUAL 2. STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS ARE INSTALLED' 3. CASTING TO'BE OLYMPIC FOUNDRY MH30 WITH MH30 D/T OR EQUAL. PER DWG, BR29 4. MANHOLE SECTIONS TO BE OF REINFORCED PRECAST CONCRETE 5. OPENING SHOULD BE ❑N DOWNSTREAM SIDE. 6. ALL JOINTS SHALL BE GROUTED. 7. SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR SURFACES,`INCLUDING CHANNELING, COATED (SEALED) WITH A HIGH SOLIDS URETHANE COATINGi WASSER MC- CONSEAL OR APPROVED EQUAL) COLOR OF COATING SHALL BE WHITE.' AS —BUILT CERTIFICATE I HEREBY CER77FY 774A THE HORIZONTAL AND VER77CAL LOCA77ONS OF THE STORM FACILITIES AND PAVING SHOWN HEREON ARE THE RESULT OF A FIELD SURVEY PERFORMED BY ME OR UNDER MY DIRECTION, AND ADD177ONAL INFORMA77ON SUPPLIED BY THE `CONTRACTOR: SCANNED OCT 2 7`2006 1 RECOMMENDED of w" FOR APPROVAL �o41 BY DATE 94 BY DATE BY DATE Ems, eiioz'„ BY DATE BY DATE SCANNED OCT 2 7`2006 1