The URL can be used to link to this page

Home My WebLink AboutS-228601'I SCALE 9 " = 20' GRAPHIC SCALE ,0 20 40 80 ( IN FEET ) 1 inch = 20 ft. BENCHMARK: NW CORNER OF WATER VAULT EL = 62.98 ELECTTiICAL VAULT N 132 OF NE 134 OF SEC. 31, T 23 N., R 5 E., W.M. MAIN HOSPITAL BUILDING SSMH #23 RIM =61.83 y3 INV =50. / • B M CB# 43 RIM =6'3 5 A-,QO INV =53.23 - MAIN TENANCE 00 BLDG 'FA CIL fT Y - I ENG BL D/� STMH #47 /// �0 RIM = 99' I. E. = 52.24' a EX TEL_y CABLE lCB # 38 Ill ! w RIM =62 INV = 56.37111 , , �yP_5 42 (((i 52. 5 / 53. 5 TOP SD =59.43 0 °L o ,4 Ib6 \ 6 \I�' FF =70.00 ,III= PROPOS -a- II � Iiii BU /LDI�IG ' / TOP N. CONDUIT I / EL =63.19 i TOP N. - 00NDUIT / EL =63.63 E HIGH VOLTAGE III CONDUITS u III ' -- �I li R= 600.00' L =43 86' ._ Cb -_ - - - -'3 ---- - PROPERTY LINE SIDE SEWER MAIN TO P I BUILDING SEWER qg ! F-1'IR IRE 6" SEWER PIPE r- 6.o-�3LDDGG SEWER 6" SIDE OUTLET TEE 1 ?, 2'X4" STUD SERVICE A4fARKER 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 / NOTE_ q PERIMETER ROAD _ SIDE SEWER SHALL HAVE A -- ---------------- -- - - - - -- 5 -8.479 MINIMUM 5' COVER AT PROPERTY G SSMH #9 N RIM =60.78 LOWEST HOUSE ELEVATION, WHICH- INV =50.08 S07-23 '32 25' 1 MIN lCB # 38 Ill ! w RIM =62 INV = 56.37111 , , �yP_5 42 (((i 52. 5 / 53. 5 TOP SD =59.43 0 °L o ,4 Ib6 \ 6 \I�' FF =70.00 ,III= PROPOS -a- II � Iiii BU /LDI�IG ' / TOP N. CONDUIT I / EL =63.19 i TOP N. - 00NDUIT / EL =63.63 E HIGH VOLTAGE III CONDUITS u III ' -- �I li R= 600.00' L =43 86' ._ Cb -_ - - - -'3 ---- - PROPERTY LINE SIDE SEWER MAIN TO P I BUILDING SEWER qg ! F-1'IR IRE 6" SEWER PIPE r- 6.o-�3LDDGG SEWER 6" SIDE OUTLET TEE 1 ?, 2'X4" STUD SERVICE A4fARKER 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 1:3:5 MIX NOTE_ CONCRETE 60' ALLOWABLE MAX SIDE SEWER SHALL HAVE A BLOCKING FOR CAST OR MINIMUM 5' COVER AT PROPERTY UCT7LE IRON PIPE. LINE OR 3 -5' LOWER THAN THE 6 "MIN , LOWEST HOUSE ELEVATION, WHICH- 25' 1 MIN EVER IS LOWER_ 6'WN HORIZONTAL 6" SIDE OU7LET TEE -- SEWER MAIN IE= 60.30 -)" Pk'�r - -_____ °° _; ,,` __ --- - __ EXISTING SEWER MAIN CONC. BLOCKING ANGLE 6" SIDE SEWER OF TEE AT MAIN OVER 25' 93.40' ELEVA TION 6 "7EST TEE JI op, ��G�G� gV0 E 60 25' 2% MIN SLOPE HORIZONTAL TYPICAL SIDE SEWER 68 0 STMH 37�� RIM = 70.1 I. F. = 60.2.3' �p �4 TO BE INSTALLED AT CONNECTION NOTE_ MAKE TAP 77-IROUGH CAST IRON SADDLE SECURED TO SEWER MAIN WITH STAINLESS STEEL BANDS WHEN CONNEC77NG NEW SIDE SEWERS TO EXISTING MAIN. VI7RIFIED CLAY, PLAIN & REINFORCED CONCRETE D1 & C1 PIPE SEWER MAINS ARE TO BE CORE DRILLED. SIDE SEWER SERVICE DETAIL e3 Qv �k % I toe 7jj , SEWER STUB TO p ` -- NEW BLDG.1 451F 6" PVC S =2% MIN. -- - IE= 60.30 -)" Pk'�r - -_____ °° _; ,,` __ --- - __ SSMH #11 -MINIMUM - RIM= 79.08' INV= 70.93' 93.40' 07 °04'10 "E 772.30 _ ...� cR 167 SSMH #10 SEWER CONNECTION: vaney RIM= 6709' CORE DRILL EX. SSMH AND INV= 59.19' RECHANNEL FOR NEW IE = 59.40 NEW CONNECTION.(��]��'�� iw TO EAST + AS -BUILT BASED ON FIELD SURVEY BY TOUMA ENGINEERS /,/�q- p AND BY CONTRATORS. 11 /mii'ti11r/m'r SEE WATER PLAN W 2286 "AS -BUILT PLAN" FOR WATER LOCATIOP J SANITARY SEWER NOTES & SPECIFICATIONS 1. ALL WORK MATERIALS SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON U77LITY DEPARTMENT AND THE LATEST EDITION OF THE WSDT /APWA STANDARDS AND SPECIFICATIONS. 2. THE HOURS OF WORK IN THE STREET RIGHT-OF-WAY SHALL BE LIMITED TO 8:30 A.M. TO 3.•30 P.M. ON WEEKDAYS UNLESS OTHERWISE APPROVED IN WRITING BY THE DEPARTMENT OF PUBLIC WORKS AT 2J5 -2620. ALL STREET CLOSURES, PARTIAL, OR FULL, SHALL BE APPROVED BY THE DEPARTMENT OF PUBLIC WORKS 24 HOURS IN ADVANCE. THE POLICE DEPARTMENT AND 911 SHALL BE NOTIFIED 24 HOURS IN ADVANCE. J. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH 'STANDARD SPECIFICA77ONS FOR MUNICIPAL PUBLIC WORKS CONSTRUCTION" PREPARED BY WASHINGTON STATE CHAPTER AMERICAN PUBLIC WORKS ASSOCIATION, LATEST EDI77ON (APWA) AND CITY OF RENTON STANDARD SPECIFICATIONS. 4. 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. 5. A PRE - CONSTRUCTION CONFERENCE AND A 24 HOURS 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 REPRESENTA77VE OF THE CITY OF RENTON). IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE U77LITY DEPARTMENT 24 HOURS IN ADVANCE OF BACKFILL ALL CONSTRUCTION. 6. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE CONSTRUC7ON SITE. 7. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY RELATED PERMITS PRIOR TO ANY CONSTRUCTION. 8. PLANS APPROVED BY THE CITY OF RENTON, PUBLIC WORKS DEPARTMENT SHALL TAKE PRECEDENCE OVER ALL OTHER PLANS. 9. A COPY OF 7HESE APPROVED PLANS MUST BE ON THE JOB SI7E WHENEVER CONSTRUCTION IS IN PROGRESS. 10. THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WI7H AN AS -BUILT DRAWING OF THE SANITARY SEWER SYSTEM WHICH HAS BEEN STAMPED AND SIGNED BY A LICENSED PROFESSIONAL ENGINEER OF LICENSED PROFESSIONAL SURVEYOR. 11. BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS WITH A LOOSE AVERAGE DEPTH OF 6 INCHES, MAXIMUM DEPTH OF 81 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 HOT MIX PATCH SHALL BE PLACED WITHIN 10 DAYS AND SHALL BE PER CITY OF RENTON CURRENT STANDARDS. 13. DATUM SHALL BE CITY OF RENTON, U.S.C. AND G.S. 14, ALL DISTURBED AREAS SHALL BE SEEDED MULCHED OR OTHERWISE STABILIZED TO THE SATISFACTION OF THE DEPARTMENT FOR THE PREVENTION OF ON -SITF EROSION AFTER THE COMPLETION OF CONSTRUCTION. 15. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH SEC77ON 7- 02.3(1) OF THE CURRENT STATE OF WASHINGTON STANDARD SPECIFICA77ONS FOR ROAD AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY LEVELING OF 77-IE TRENCH BOTTOM OR THE TOP OF THE FOUNDATON MATERIAL AS WELL AS PLACEMENT AND COMPAC77ON 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" 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. 17 IN UN- IMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6 INCH AND MAXIMUM 18 INCH ABOVE FINISHED GRADE. IN PAVED AREA, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING. RECOMMENDED FOR APPROVAL Rl�i�rt`�DATE f- 9 -Q7 BY DATE BY DATR 4r? ; ,5 zaJ'6 &11 "W -3? 2, 4� C,