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Home My WebLink AboutWWP2703715.2LLJ VJP ) � Q t- F- z H U LU W 0 C O 'fG' A 1 1 O n� 0- 2 LU �F- d/ ) O �0 vJ Q z LLJ 2 W W z w J 0 0 CC 0- C) Q W Q U z O z LU Ir RECESSED LIFT POCKET %" - 11 N.C. SOCKET HD SCREW 1 Y4' LONG (BRONZE OR S.S.) Y2" x 2" RAISED PADS CAST IRON RING AND COVER 2" A. C� 7 I 6" CONCRETE CLASS 3000 45' (11/8) BEND - 45' 0 /8) BEND 2' _ 0" SAND OR EXPANDABLE FOAM WATER TIGHT PLUG PIPE MATERIAL AS SPECIFIED BY THE ENGINEER NOTES: 1. 8" AND 6" CLEANOUTS ON SEWER MAINS SHALL BE EAST JORDAN IRON WORKS, INC. No. 3698 OR EQUAL.. CLEAN OUT SHALL BE A WATER TIGHT ASSEMBLY, 2. IN UNIMPROVED AREAS, POUR A V-0" THICK, 2'-0" SQUARE CONCRETE, CLASS 3000, PAD AROUND THE RING AND COVER, 7 I STD. PLAN - 403.1 PUB1JC: WORKS 8 OR 6INCH CLEAN -OUT I DEPARTMENT FOR SANITARY SEWER: MAINS ��- ,. r, � SEPTEMBER 2011 SANITARY SEWER CLEANOUT NOT TO SCALE -- W (SEE NOTE 71 LIMITS OF PIPE ZONE I V --- 0- BEDDING MATERIAL FOR SANITARY SEWER PIPE � 0-D. OF PIPE (SEE NOTE 5) FOUNDATION LEVEL I C„ BEDDING FOR SANITARY SEWER RIPE NOTES: 1. PROVIDE UNIFORM SUPPORT UNDER BARREL. 2. HAND TAMP UNDER HAUNCHES, 3. COMPACT BEDDING MATERIAL TO 95% MAX. DENSITY EXCEPT DIRECTLY OVER RIPE. HAND TAMP ONLY. 4, PIPE INSTALLATION SHALL BE PER SECTION 7-08 OF THE STANDARD SPECIFICATIONS. 5. PIPE ZONE MATERIAL SHALL BE "GRAVEL BACKFILL FOR DRAINS" AS SPECIFIED IN THE AGGREGATES SECTION OF THE STANDARD SPECIFICATIONS OR PEA: GRAVEL 6 PIPE MUST BE ANCHORED IN SUCH A MANNER AS TO ENSURE FLOW LINE ;S MAINTAINED. 7. TRENCH WIDTH SHALL BE PER SECTION 2-09.4 CjF THE STANDARD SPECIFICATIONS. PIPE BEDDING FOR SANITARY SEWERS NOT TO SCALE 6" BUILDING SEWER PIPE TEE WITH 6" SIDE OUTLET 6" SIDE SEWER AND BUILDING SEWER 1:3:5 MIX ftx CONCRETE BLOCKING�� PROPERTY LINE gj- 3'-C' I FUTURE BUILDING SEWER W ? �2 x 4" STUD MARKING POST PAINTED 6"X6"X6" WYE WHITE WITH THE WORD "SEWER" STENCILED SURFACE CLEANOUT WITH Of CAST IRON RING & COVER IN 3' HIGH BLACK LETTERS AND #6 WIRE W WRAPPED AROUND THE STUD AND a (EAST JORDAN IRON WORKS Q EXTENDED TO THE TOP OF THE STUD. x 2975 4R APPROVED EQUAL, SPECIFY `SEWER" ON LID, SEE STD. PLAN 403.1 FOR INSTALLATION) ACCEPTABLE PROCEDURES FOR SIDE SEWER CONNECTIONS TO MAIN LINES ARE AS FOLLOWS: A. VITRIFIED CLAY MAIN - CUT IN A NEW SECTION OF SEWER MAIN WITH A NEW TEE USING FLEX18LE COUPLINGS (FERNCO OR APPROVED EQUAL). B. CONCRETE MAIN - CUT IN A NEW SECTION OF SEWER MAIN WITH A NEW TEE USING FLEXIBLE COUPLINGS (FERNCO OR APPROVED EQUAL), C. PVC MAIN - CORE -DRILLED WITH A ROMAC SADDLE (OR APPROVED EQUAL) OR CUT IN A NEW TEE USING RIGID COUPLINGS. D. DUCTILE IRON MAIN -- CORE -DRILLED WITH A ROMAC SADDLE (OR APPROVED EQUAL) E. MANHOLE CONNECTION -- ALL CONNECTIONS TO MANHOLES SHALL BE AT MANUFACTURED- KNOCK -OUTS OR THE STRUCTURE SHALL BE CORE -DRILLED. F60" ALLOWABLE MAX. FOR CAST IRON PIPE OR DUCTILE IRON PIPE.l��OU� GO 2% MIEN SLOPE r HORIZONTAL 6" SIDE OUTLET TEE SEWER 6" MIN. MAIN CONCRETE BLOCKING_ANG'LE OF TEE AT MAIN OVER 25 ELEVATION NOTE: 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. MAIN TYPICAL SIDE SEWER ELEVATION PUBLIC WORKS STANDARD SIDE SEWER STD. PLAN - 408.1 INSTALLATION -- -- DEPARTMENT (SEWER MAIN TO PROPERTY LINE) JANUARY 2013 s CONNECTION TO EXISTING SEWER MAIN NOT TO SCALE i I N 169495.91 2 E 1302720.44 -- I E - 443.95 (6' R.D: K I T FEE-456.18 I r /G �- SCHOOL _ - ❑ ❑ 77711, JI RECORD NOTE 10/6l2M THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED ON INFORMATION SUBMITTED, IN PART, BY OTHERS. WHILE THIS INFORMATION IS BELIEVED TO BE RELIABLE, AHBL IS NOT RESPONSIBLE FOR ITS ACCURACY, OR ERROR OR OMISSIONS WHICH MAY HAVE BEEN INCORPORATED INTO THIS DOCUMENT AS A RESULT. THOSE RELYING ON THIS RECORD DOCUMENT ARE ADVISED TO OBTAIN INDEPENDENT VERIFICATION OF ITS ACCURACY BEFORE APPLYING IT FOR ANY PURPOSE. 1. ALL WORK AND WORK MATERIAL SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS DEPARTMENT AND THE LATEST EDITION OF THE WSDOT/APWA STANDARDS AND SPECIFICATIONS, AS APPROVED AND MODIFIED BY THE CITY OF RENTON IN THE RENTON STANDARD PLANS & SPECIFICATIONS. A SET OF APPROVED PLANS SHALL BE KEPT ON SITE AT ALL TIMES DURING CONSTRUCTION. 2. THE HOURS OF WORK IN THE STREET RIGHT OF WAY SHALL BE PER CITY SPECIFICATIONS ON WEEKDAYS UNLESS OTHERWISE APPROVED IN WRITING BY THE PLANNING/BUILDING/PUBLIC WORKS DEPARTMENT. AN APPROVED TRAFFIC CONTROL PLAN MUST BE OBTAINED PRIOR TO BEGINNING ANY WORK WITHIN PUBLIC RIGHT OF WAY. 3. 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. 4. 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 PRIOR TO STARTING CONSTRUCTION. (INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON.) IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PUBLIC WORKS INSPECTOR 24 HOURS IN ADVANCE OF BACKFILLING ALL CONSTRUCTION. 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. 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY OTHER RELATED PERMITS PRIOR TO ANY CONSTRUCTION. -m 7. PLANS APPROVED BY THE CITY OF RENTON, PUBLIC WORKS DEPARTMENT SHALL TAKE PRECEDENCE OVER ALL OTHER PLANS. S=3 7 1 0 8. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 9. THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH AN AS -BUILT DRAWING OF THE SANITARY SEWER SYSTEM, WHICH HAS BEEN STAMPED AND SIGNED BY A LICENSED PROFESSIONAL ENGINEER OR LICENSED PROFESSIONAL SURVEYOR. 10. BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS WITH A LOOSE AVERAGE DEPTH OF 6 INCHES, MAXIMUM DEPTH OF 8 INCHES, 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 TO COMPLETE THE FILL OVER PIPE SHALL BE THE SAME AS DESCRIBED. 11. OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED ROADWAY SHALL BE BACKFILLED WITH CRUSHED ROCK AND MECHANICALLY COMPACTED UNLESS OTHERWISE APPROVED BY THE CITY OF RENTON. 12. DATUM FOR VERTICAL CONTROL SHALL BE NORTH AMERICAN VERTICAL DATUM 1988 METERS, AND FOR HORIZONTAL CONTROL SHALL BE NORTH AMERICAN DATUM 1983/1991 METERS UNLESS OTHERWISE APPROVED BY THE CITY OF RENTON PUBLIC WORKS DEPARTMENT. O 1" = 20 FEET REFERENCE BENCHMARK AND ELEVATIONS ARE NOTED ON THE PLANS.® 13. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED TO THE SATISFACTION OF THE DEPARTMENT FOR THE PREVENTION OF ON -SITE EROSION AFTER THE COMPLETION OF CONSTRUCTION. �CU� of wasglNcO�� ...... 14. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS DEPARTMENT AND THE LATEST EDITION OF THE WSDOT/APWA STANDARDS AND SPECIFICATIONS, AS APPROVED AND MODIFIED BY THE CITY OF RENTON IN THE RENTON STANDARD PLANS & SPECIFICATIONS. THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL, AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL, TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE, UNYIELDING BASE. PIPE BEDDING SHALL BE PEA GRAVEL 6 INCHES ABOVE AND BELOW THE PIPE. 15. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER GASKETED ASTM D 3034, SDR 35, OR DUCTILE IRON CLASS 50, UNLESS OTHERWISE APPROVED BY THE WASTEWATER UTILITY. 16, IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6 INCHES AND MAXIMUM 12 INCHES ABOVE FINISHED GRADE OR MUST HAVE MINIMUM 2' DIAMETER CONCRETE RING POURED AT GRADE. Know what's below. -_ - AS -BUILT DRAWING - W Call before you di1 G NO. REVISION SURVEYED: - DESIGNED: A BRAUN -- DRAWN: F. KATONA EMO 10 6 16 WJF r CHECKED:... FIERST BY DATE APPR APPROVED:S. COMFORT AS-BUILTS SCALE: VERTICAL: NAVD IM AS NOTED HOR¢ONTAL NAD 1983/1991 ONE ROCH DATUM AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY 1 CITY OF 7K RENTON Planning/Building/Public Works Dept. ,;A 29010 l®is NAL NOTICE T A C O M A - SEATTLE • SPOKANE • TRI-CITIES ALTERATION OF THIS DOCUMENT SHALL INVALIDATE THE PROFESSIONAL SEAL AND SIGNATURE PUBLICATION OF THIS DOCUMENT DOES NOT DEROGATE FROM RESERVED OMNERSHIP RIGHTS IN IT. THIS DOCUMENT IS FOR USE 2215 North 30th Street, Suite 300 Tacoma, WA 9840 ONLY FOR THE PROJECT IDENTIFIED IN THE TITLE BLOCK AND IS NOT TO BE USED FOR REPAIR, REMODEL OR 253.383.2422 TEL 253.383.2572 FAX www.ahbl.com WEB ADDITION TO THAT PROJECT OR FOR ANY OTHER PROJECT. m DATE: RENTON ACADEMY AT SPRING GLEN ELEMENTARY 31 MARCH 201 SITE IMPROVEMENTS FIELDSOOK: RENTON SCHOOL DISTRICT PAS DRAWING N0: SANITARY SEWER PLAN AND DETAILS C3.3 16 oF36 s m u� = C �r = mm Nz M m 30 a D I D C- 0 MO M 0 m� MCn W n �m z:E �:_ _ �°7 0 -0 m m. CT Nz m Cn D O z I I C d N oy I �I ��b N I Cn 1 �i �Ir trJ � FNNNNNNNNI► CJII I D Tl 0 ❑ M� m Q €i CM]o_ -i m n a � cl < ;, n AP3; S _3�115o4 HEREMENE