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HomeMy WebLinkAboutWWP2703715.1LLI V ) Z z LEI 5W 0 L a W O C� G W rr� VJ O O I CU F_ z W 2 W W z w J 0 z CL I- Q w 0 Q U Q z O F_ z LU fr RECESSED LIFT POCKET " - 11 N.C. SOCKET HD 2" A. C. 2'-0" SCREW 1 Y4" LONG (BRONZE OR S.S.) Yz" x 2" RAISED PADS 6" CONCRETE CLASS 3000 SAND OR EXPANDABLE FOAM 12 4WATER TIGHT 14" PLUG 5� 2 � 1 45' (1/8) BEND Ys" T t 2" 1 Y4 2" f- - 1 1 " -{ ��-- 12 Ya 14" CAST IRON RING AND COVER 8" 4T� P� �P J� O FPS PIPE MATERIAL AS SPECIFIED BY THE ENGINEER 45' (1 /8) BEND 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 1'-O" THICK, 2'-0" SQUARE CONCRETE, CLASS 3000, PAD AROUND THE RING AND COVER. PUBLIC WORKS 8 OR 6 INCH CLEAN -OUT STD. PLAN - 403.1 DEPARTMENT FOR SANITARY SEWER MAINS SEPTEMBER 2011 SANITARY SEWER CLEANOUT NOT TO SCALE W (SEE NOTE 7) LIMITS OF PIPE ZONE ill 0' BEDDING MATERIAL FOR SANITARY SEWER PIPE O.D. OF PIPE (SEE NOTE 5) 0 FOUNDATION LEVEL -\\ I1 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 "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 IS MAINTAINED, 7. TRENCH WIDTH SHALL BE PER SECTION 2-09.4 OF THE STANDARD SPECIFICATIONS. PIPE BEDDING FOR SANITARY SEWERS �ROPERTY LINE 3'-0" b FUTURE 6" BUILDING SEWER PIPE y BUILDING SEWER w Z 2"x 4" STUD MARKING POST PAINTED TEE WITH 6" SIDE OUTLET } 6"X6"X6" WYE WHITE WITH THE WORD "SEWER" STENCILED SURFACE CLEANOUT WITH IN 3" HIGH BLACK LETTERS AND #6 WIRE x CAST IRON RING & COVER LU a (EAST JORDAN IRON WORKS WRAPPED AROUND THE STUD AND p EXTENDED TO THE TOP OF THE STUD. a 2975 OR APPROVED EQUAL, SPECIFY "SEWER" ON LID, SEE STD. PLAN 403.1 FOR 6" SIDE SEWER AND BUILDING SEWER 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 FLEXIBLE 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. 60" ALLOWABLE MAX. FOR CAST IRON PIPE OR DUCTILE IRON PIPE.1:3:5 MIX CONCRETE G BLOCKING GON 2% MINN SLOPE i HORIZONTAL 6" SIDE OUTLET TEE SEWER 6" MIN. MAIN SEWER MAIN CONCRETE BLOCKING ANGLE TYPICAL SIDE SEWER ELEVATION 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. PUBLIC WORKS STANDARD SIDE SEWER STD. PLAN - 406.1 DEPARTMENT INSTALLATION (SEWER MAIN TO PROPERTY LINE) JANUARY 2013 CONNECTION TO EXISTING SEWER MAIN NOT TO SCALE u 0 i o � o 7,777/ F I I u U / ae SANITARY SEWER NOTES AND SPECIFICATIONS L) `shy RD RDA N 169487.90 1 E 1302720.69 SIC° SPRING GLEN RIM = 456.22 - ELEMENTARY 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. 7. PLANS APPROVED BY THE CITY OF RENTON, PUBLIC WORKS DEPARTMENT SHALL TAKE PRECEDENCE OVER ALL OTHER PLANS. 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. S=37 150 1 z °z �y �d oM �3 y cu � zy l e o (Z� 21•5TRUCTU O L y E wAHBL EGA L PLANNERS C17 H GRAPHIC SCALE 0 10 20 40 FEET 1" = 20 FEET REFERENCE BENCHMARK AND ELEVATIONS ARE NOTED ON THE PLANS. *. C0 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. �5�$ of 11d3g�Olj� gI 0`S 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. J NOT TO SCALE ® PE © SURVEYED: SCALE: ® DES04M. AS NOTED 4 ADDENDUM NO. 4 ACB 1/28/14 WJF A BRAUN ADDENDUM NO. 3 ACB 24 1 14 WJF DRAWNF. KATON a Know what's below. ONE LFICFN 1 ADDENDUM NO. 1 ACB 1/17/14 WJF FIERST uu AT sau.E I Call before you dig. N0. REVISION BY DATE APPR AcPw-1 , SCAIE Y S. COMFORT RMIT SET VERTICAL: NAw 19W HORIZONTAL NAD 1963/1991 DATU M `9S. jONAL� NOTICE T A C 0 M A - SEATTLE • SPOKANE ' TRI-CITIES ALTERATION OF THIS DOCIl1f11T SHALL INVALDATE THE PROFESSIONAL SEAL AND StlNATLNIE PUgn ION OF THIS DOOA R 1S INN. HIS D TE FROI RFM ISE 2215 North 30th Street, Suite 300 Tacoma, WA 98403 DMIIFRSM RNiH,S W R. 1H5 DDGl1ENT IS FOIL LISE W IS NO � FOAK TIRE OR ` 253,383,2422 TEL 253.383.2572 FAX www.ahbl.com WEB ADDITION TO THAT PRQECT OR FOR ANY OTHER PROM. CITY OF RENTON ACADEMY AT SPRING GLEN ELEMENTARY 31 MARCH 2O14 SITE IMPROVEMENTS FEUMM 1 RENTON PW- RENTON SCHOOL DISTRICT DRAwDRAW IND N0: Planning/Building/Public Works Dept. C3.3 SANITARY SEWER PLAN AND DETAILS 16 35 _4, .110 1 IAI-ININININIAIA