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Home My WebLink AboutS-393002O CIO Cn N 1 o- T J LAW CDOFFICE 0 \ CU ry- Q z CW G W J W _ RIM=35.97- N IE=31.47 E IE=31.47 0 S IE=31.57 Q V) IM=36.28 IE=32.18 IE=32.23 1 0+001►- ..: {TN t I I I I 1 I I j l I I I I I�I i YII I I I I to III I 25+081 4/ TCB 22J5 J I IM-35.67 1 2" CPP IW IE=3247 I I 1 I i II i l 0 I II 1 IIW 1I I II I n I 0 --- --- � +00 � � N, 1+1, VIA- � �7 ATE 48 LF 8" PVC @ 0.50% SSCO 10 RIM: 38.80 STA: 24 .78, 102.45 RT 12 LF 6" PV @ IE: 31. 42 LF 6" PVC @ 3. 1% 8 LF 6" PVC @ 5.00% go AS -BUILT I CERTIFY THAT THE INFORMATION SHOWN HEREON WHICH WAS AS -BUILT BY AHBL ,AND MAY INCLUDE NOTICE LOCATIONS, ELEVATIONS, DEPTHS, PIPE SIZES, AND ALTERAnoNaFTNISOOaIYENrSHALLNVALDATETNE PROFES90NAL SEAL AND SNp1ATURE PUBLICATION OF AS -BUILT COMMENTS, ACCURATELY REFLECTS EXISTING TNISD0a11E11TDOESNorUEROGAIEFRONRESERVED OINERSIIP RNiliS N R TNIS DOa11E11T 6 Fat USE FIELD CONDICTIONS AS DETERMINED BY ME OR UNDER MY pLYFORTNEPRo�iCTr1ENiFIDlITNETiIlEBAa( AND IS NOT TO BE USED FOR REPAR, REMODEL OR DIRECT SUPERVISION ON THIS DATE: 08/23/2019.AD�NTMTMATPRaEcraRFat""1'm�tFaaEcr. W zLd SSCO 9 RIM: 38.70 STA: 24+82.45, 102.33 IE: 31.79 6" (N) SSMH 4� RIM: 37.64 STA: 0+87.25, 0.00 T IE: 30.39 8" (N) IE: 30.56 6" (SE) DS SSCO 8 RIM: 38.77 STA: 22+51.26, 143.69 RT IE: 33.25 6" (NE) FFE = 38.85 0117 � A r 'tiypF wAsH f - Ok �7'�SIONAL� FIRE LANE - 0 PARPG SSMH 4174 RIM 3 .68 8" PVC N-S CENTER CHANNEL=29.03 IE: 29.13 (S) PROPOSED PLUG EXISTING 8" OUTLET TO THE SOUTH. RE -CHANNEL MANHOLE FOR NEW CONNECTION. T 10 LF" PVC @ 11. 0% SSCO 6 RIM: 38.07 �V ° STA: 22+37.02, 196.22 RT N IE: 32.40 6" (NW) k HIV IE: 32.40 6" (S) v� IE: 32.40 6" (SW) SSCO 7 RIM: 38.60 0 STA: 22+18.51, 187.71 RT �" IE: 34.90 6" (NE) VENT PIPE, SEE a MECHANICAL PLANS FOR CONTINUATION J SSCO 4 � RIM: 38.37 STA: 22+23.13, 201.90 RT IE: 32.72 6" (S) SSCO 2 IE: 32.72 6" (N) RIM: 38.64 STA: 21 +89.22, 201.88 RT _ 5 RAMP REVISION i - _ 4 STORM DRAINAGE REVISIONS 3 CITY COMMENTS 2 ADDENDUM NO. 3 T A C 0 M A SEATTLE SPOKANE•TRI-CITIES 1 ADDENDUM NO. 1 2215 North 30th Street, Suite 300 Tacoma, WA 98403 NO. 1 9253.383.2422 TEL 253.383.2572 FAX www.ahbl.com NEB \ C A AIITA DV CC\A/CD A1nTCC A All'1 C0Cf401f' AT1nAIC FIRE LANE - NO PARK 0141NbVd ON 3NVI DHIJ n.. r` co S :05 3 .17 2+37.17,L.44% IE: 4 6" (NW IE: 3 4 6" (S) -13 LF 6" PVC @co 1000 GALLON GREASEINTER SEE DETAIL 3, SHEET C7.3 SSCO 3 \ RIM: 38.41 STA: 22+ 5.141 206.79 RT IE: 34.0 6" (N) IE: 34. 6" (S) REVISION -SSCO 1 RIM: 38.53 STA: 21 +89.26, 206.78 RT IE: 36.00 6" (N) c 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. 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. 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. GRAPHIC SCALE 0 10 20 40 1"=20FEET CONSTRUCTION RECORD DRAWINGS WJF 2/22/1 8 WJF SURVEYED: D. FOLLANSBEE SCALE: AS SHOWN VERTICAL: NAVD 19M HORIZONTAL: NAD 1983/1991 DATUM C`l CITY OF A ' RENTONDRAWN: ��'h1N1 Planning/Building/Public Works Dept. WJF 12/13/17 WJF DESIGNED: G. TAUSCHECK WJF 4/21/17 WJF WJF 3/17/17 WJF F. KATONA ONE INCH AT FULL SCALE IF NOT ONE INCH WJF 3/1/17 WJF CHECKED: W. FIERST BY DATE APPR SCALE ACCORDINGLY APPROVED: S. COMFORT APPROVED FOR CONSTRUCTION SUBJECT TO ERRORS AND OMISSIONS BY: DATE: BY: DATE: BY: DATE: BY: DATE: SARTORI ELEMENTARY SCHOOL RENTON SCHOOL DISTRICT SANITARY SEWER PLAN 05/04/2017 FIELDBOOK: PAGE: DRAWNG NO: C4.2 SHEET: 1 6 OF: 43 N Q0 C) C) I Q0 Q J r S-393002