Loading...
HomeMy WebLinkAboutS-295602Z LN O J V Fn W d' m :E n (� :D O W V)= w O V) Z �Z W Q 0 (n LLJ W -J �- Z m Q Ld V') DATUM ELEV. 370.0 a wz s o 3 0 +00 �z E" a �y NWN IL rn a M rn' �O o A S !i gg � £� N i p w z 2 U E- O U) W N.E. 6th STREET SCALE: HORIZ. 1 " =40' VERT. 1 " =10' LU z S U Q NONE 0 +00 1 +00 2 +00 9po\ LWA SANITARY SEWER CONNECTION �`Lyoe 0, SCALE: HORI Z. VERT. 0 z jot A 33190 FS fGISIE. G� S ONAL E� RECOMMENDED FOR APPROVAL EXPIRES 05 -07 -2003 BENCHMARK —DATUM BY: DATE: CITY OF RED "E #1937-SCRIBED SID IN BACK OF COT. BY. DATE: ' MILK MARKED "ESM 1411 ", NORTH SIDE OF N.E. 4TH ST. MINES MEMO AND NOTES BY: ��`��� ° ATE: SHEET 10 of 15 ' NAVO 88 (CITY OF RENTON) CONTOUR INTERVAL =2 FEET BY:AWO%W DATE:lgn. 2,1002 AEC #9,838 wavy u%-� �' S�rAw- ET SSMFI8 4 48`d — I 0 I 0 — R 121 _ -- - - RIM =39 . .77 _ STA: + +33.57, i i.001T.— ONES 1011111101 - -��� MEMO _ice t: l�1R !��014111110,141"MIS NONE MENOMINEE �®�iONES�� MINES MEMO MINES _lltlSCf•F�__ •eT1E.7R. re7f7 EEEff0110N11II SEEN SEEN 7 ©Zwrrrs-ira'vra MENEM= ;; �' MEMO — __ ._ !PVC SS SLOPE-571 MEE O U) W N.E. 6th STREET SCALE: HORIZ. 1 " =40' VERT. 1 " =10' LU z S U Q NONE 0 +00 1 +00 2 +00 9po\ LWA SANITARY SEWER CONNECTION �`Lyoe 0, SCALE: HORI Z. VERT. 0 z jot A 33190 FS fGISIE. G� S ONAL E� RECOMMENDED FOR APPROVAL EXPIRES 05 -07 -2003 BENCHMARK —DATUM BY: DATE: CITY OF RED "E #1937-SCRIBED SID IN BACK OF COT. BY. DATE: ' MILK MARKED "ESM 1411 ", NORTH SIDE OF N.E. 4TH ST. SANITARY SEWER PROFILES AT WEST BOUNDARY OF WINDSOR APTS. ELEVATION= 403.72 - / AND NOTES BY: ��`��� ° ATE: SHEET 10 of 15 ' NAVO 88 (CITY OF RENTON) CONTOUR INTERVAL =2 FEET BY:AWO%W DATE:lgn. 2,1002 AEC #9,838 wavy u%-� �' S�rAw- ET SSMFI8 4 48`d — I 0 I 0 — R 121 _ -- - - RIM =39 . .77 _ STA: + +33.57, i i.001T.— ONES - -��� MEMO _ice ®� NONE MENOMINEE �®�iONES�� MINES MEMO MINES _lltlSCf•F�__ SEEN SEEN MENEM= MEMO ONES 7 +00 6 +00 VASHON AVE. N.E. SCALE: HORIZ. 1 " =40' VERT. 1 " =10' American'. Engineers • Planners • Surveyors Engineering 4032 148th A,- N.E. Corporation Redmond, WA 98052 PHONE (425) 881 -7430 Fax (425)"E81-77,31 404 404 � 40 3 M /tl• C0J62 400 400 - aFffw 4i4 388 380 376 372 SANITARY SEWER SYSTEM NOTES: 1. ALL WORK MATERIALS SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF REN'10N UTIUTY DEPARTMENT AND THE LATEST EDITION OF THE WSDOT /APWA STANDARDS AND SPECIFICATIONS. 2. THE HOURS OF WORK IN THE STREET RIGHT OF WAY SHALL BE UMITED TO 8:30 A.M. TO 3:30 P.M. ON WEEKDAYS UNLESS OTHERWISE APPROVED IN WRITING BY THE PLANNING /BUILDING / PUBUC WORKS DEPARTMENT AT 235 -2620. ALL STREET CLOSURES, PARTIAL OR FULL, SHALL BE APPROVED BY THE PLANNING /BUILDING /PUBLIC WORKS DEPARTMENT 72 HOURS IN ADVANCE. THE POLICE DEPARTMENT, FIRE DEPARTMENT, AND 911 SHALL BE NOTIFIED 24 HOURS IN ADVANCE OF ANY WORK IN THE RIGHT OF WAY. 3. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH "STANDARD SPECIFICATIONS FOR MUNICIPAL PUBLIC WORKS CONSTRUCTION" PREPARED BY WASHINGTON STATE CHAPTER AMERICAN PUBLIC WORKS ASSOCIATION, LATEST EDITION (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 50 AS TO AVOID DAMAGE OR DISTURBANCE. 5. A PRECONSTRUCTION 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 WALL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON.) IT SHALL BE THE CONTRACTOR'S RESPONSIBIUTY TO NOTIFY THE UTILITY DEPARTMENT 24 HOURS IN ADVANCE OF BACKFlWNG 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 CONSTRUCTION SITE. 7.1T SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY OTHER 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 THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 10. 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. 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 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. 12. OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED ROADWAY SHALL BE BACKFILLED WITH CRUSHED ROCK AND MECHANICALLY COMPACTED. CUTS INTO THE EXISTING ASPHALT SHALL BE NEATLINE CUT WITH SAW IN A CONTINUOUS LINE. A TEMPORARY MIX PATCH MUST BE PLACED. IMMEDIATELY AFTER BACKFILL AND COMPACTION. A PERMANENT 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 AND MULCHED OR OTHERWISE STABILIZED TO THE SATISFACTION 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 WASHINGTON STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION. 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" 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. ABOVE FINISHED GRADE. IN PAVED AREA, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING. _ —y4y_4 INV O T =389.0 EXIST. S MH NOT HANNELE - CON CHAN �E (SEE IL SHEE 10) n n 0 +00 1 +00 2 +00 9po\ LWA SANITARY SEWER CONNECTION �`Lyoe 0, SCALE: HORI Z. VERT. 0 z A 33190 FS fGISIE. G� S ONAL E� RECOMMENDED FOR APPROVAL EXPIRES 05 -07 -2003 BENCHMARK —DATUM BY: DATE: CITY OF RED "E #1937-SCRIBED SID IN BACK OF COT. BY. DATE: ' MILK MARKED "ESM 1411 ", NORTH SIDE OF N.E. 4TH ST. SANITARY SEWER PROFILES AT WEST BOUNDARY OF WINDSOR APTS. ELEVATION= 403.72 - / AND NOTES BY: ��`��� ° ATE: SHEET 10 of 15 ' NAVO 88 (CITY OF RENTON) CONTOUR INTERVAL =2 FEET BY:AWO%W DATE:lgn. 2,1002 AEC #9,838 wavy u%-� �' S�rAw- ET SSMFI8 4 48`d — I 0 I 0 — R 121 _ -- - - RIM =39 . .77 _ STA: + +33.57, i i.001T.— n 0 +00 1 +00 2 +00 9po\ LWA SANITARY SEWER CONNECTION �`Lyoe 0, SCALE: HORI Z. VERT. 0 z A 33190 FS fGISIE. G� S ONAL E� RECOMMENDED FOR APPROVAL EXPIRES 05 -07 -2003 BENCHMARK —DATUM BY: DATE: CITY OF RED "E #1937-SCRIBED SID IN BACK OF COT. BY. DATE: ' MILK MARKED "ESM 1411 ", NORTH SIDE OF N.E. 4TH ST. SANITARY SEWER PROFILES AT WEST BOUNDARY OF WINDSOR APTS. ELEVATION= 403.72 - / AND NOTES BY: ��`��� ° ATE: SHEET 10 of 15 ' NAVO 88 (CITY OF RENTON) CONTOUR INTERVAL =2 FEET BY:AWO%W DATE:lgn. 2,1002 AEC #9,838 wavy u%-� �' S�rAw- ET TA I 0 I 0 I 0 121 c) SCANNED FEB 15 2002 5- W