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Home My WebLink AboutS-2951019 0 n J W J Li O O 0 Z CD Z L1 0 G:f Z W w cn Z Q O Z n N Q i ig i i I I I I I I I I SSMH#3 I I STA: 0+05.1 11T. NOTE: I RIM = 487.91± EXISTING STRUCTURES TO BE REMOVED INV= 479.72 I I I STA: 4+91.94 SSMH#2 -o +DO STA: 0+86.55.1VLT. RIM = 486.01 I STA--3+28.07 INV= 478.10 (8 °IN) PROPERTY INV= 478.00 (8 °OUT) 5' CONC. SIDEWALK n I W /VERTICAL CONC. C I RB + NTE 4TH PL PER CITY OF RENTON) $ 48a > STD. (TYP.) �N 88 '3 7.7 I x p Ne n O N z + N I� [ IL a \ I I LARAGE ------------ -_ 0 10 20 40 U 1 5. SIDEWALK , $ SCALE 1' = 40' HOUSE \ 5�C f I IASEF.(ENT i SON ` i �5 EASEMENT 0+1 I L sTA �9B �.? �B � ro r` 6* _P1 C iWN TARY_SIDE SEWER r L, -$- p HOUSE \ FF= 479.10. L I 1 r p ° 4tr8- - -- - -- z :,I `+ 1 • ' I 42 AD PE ESTRI A ' ASEM T 20' I I 6 d8a�, I iii 10' PRIVATE 'RQ / k , CCFS$ � i DRAIIyAGE ;t- - ----'t- -- UTILlj MEN . - -- --' EA,S£f�ENT 1 ✓ - -- - - -- ` - -- -- y , i ________ _ X B ONO. 7 ____ E c T i I \ INV = 466.11 I \ EX- MV= 467.24 \� 8' W ; i I - L \ ; i EX. CB R M 489.27 Ex. is* COI �sc�� 3' Z j RIM = 486.10 18` I - 485.67 T �T \ --- -- T- ___C -` �NI j -- T T 7 ;T T - - - '�3.:. ` _ _ 18° IE= 483.60 4- T T WI 327A ��' r\ . T i T T T APPR XIMATE LOCATI EX 8 WA AI _ X.' - S 7 __ ----- �+ _ __ _ -�___ _- _ - _ 4 STA: DATUM 45 OXIMATE LOCATION EX 24' SANITARY WER - - -g - -- - - ASPHALT ---- / - - - -- - - 1 a _2 ±00 - -+ / 3 +00 O J 12`- ApS -�-� -5 - '-`SS SS S +. + INV= 465.j98 16 +00 7 +00 +00 9 +00 N.E. 41 I7 ST. , C� 12 �) RIM =SMH REMOVE GUARDRAIL EX SSMH NV= 476.67(24`E) 6' CONC. SIDEWALK - `'T'`'_!� - - - W /VERTICAL CONIC. CURB k GUTTER SA UT EXISTING - - - - PER CITY OF RENTON STDS EX SSMH PAVING, TYP. 0 +00 1 +00 2 +00 02.32,15.51T. IUCT OVER EXISTING 24 °E 7.21 (MATCH EXIST.) 1.75' (24' EXISTING) PRIOR TO CONSTRUCTIO 3.08 (8-IN) 's RIM -471.63 - REPLACE IN KIND SSMHp1 I INV-456.00 (24'E) I STA:5 +02.32,15.5'LT. CONSTRUCT OVER EXISTING 24 "$S 295®0/ RIM-477.2± (MATCH EXIST.) ' V5 o x CITY OF PTO INV =461.75 (24' EXISTING) o n ° d SANTARY SEWER NOTES AND SPECF"7k= (VERIFY PRIOR TO CONSTRUCTION) N O1 Q 1. ALL WORK MATERIALS '.SHALL BE IN CONFORMANCE WITH THE INV = 463.08 (8-IN) w STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON AND THE 7,17 SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO rc s ' Q LATEST 'EDITION OF THE WSD07 /APWA STANDARDS AND OBTAIN STREET USE AND ANY OTHER RELATED PERMITS PRIOR TO ANY BE ON PROPERLY F p SPECIFICATIONS. CONSTRUCTION. 15. ALL PIPE AND APPURTENANCES SHALL LAID A PREPARED FOUNDATION IN ACCORDANCE WITH SECTION 7- 02.3(1) OF d d O 2. THE HOURS OF WORK IN THE STREET RIGHT OF WAY SHALL BE UMITED TO 8:30 AM TO 3:30 PM ON WEEKDAYS UNLESS OTHERWISE B. PLANS APPROVED BY THE CITY OF RENTON. DEVELOPMENT THE CURRENT STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR SERVICES DIVISION, SHALL TAKE PRECEDENCE OVER ALL OTHER ROAD AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY - 6 o R m = APPROVED IN WRITING BY THE TRANSPORTATION DIVISION AT 277- 6222. ALL STREET CLOSURES, PARTIAL OR FULL. SHALL BE PLANS. STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY LEVELING APPROVED BY THE TRANSPORTATION DIVISION 24 HOURS IN ADVANCE. 9. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL THE POLICE DEPARTMENT, FIRE DEPARTMENT AND 911 SHALL BE WHENEVER CONSTRUCTION IS IN PROGRESS. AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL TO UNIFORM G.,RDE SO THAT THE ENTIRE LENGTH OF THE NOTIFIED 24 HOURS IN ADVANCE. 10. THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON NTH AN PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE UNYIELDING BASE. c�$UPE `STANDARD AS -BUILT DRAWING OF THE SANITARY SEWER SYSTEM WHICH HAS BEEN PIPE BEDDING SHALL BE PEA GRAVEL 6" ABOVE AND BELOW THE W 3. ALL CONSTRUCTION SHALL BE IN ACCORDANCE N77H STAMPED AND SIGNED BY A LICENSED PROFESSIONAL ENGINEER OR �1j�og SPECIFICATIONS. FOR MUNICIPAL PUBLIC WORKS CONSTRUCTION' PREPARED BY WASHINGTON STATE CHAPTER AMERICAN PUBLIC WORKS LICENSED PROFESSIONAL SURVEYOR.. 16. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) N F� TO ASSOCIATION, LATEST EDITION (APWA) AND THE CITY OF RENTON STANDARD SPECIFICATIONS, 11. BACKFILL SHALL BE PLACED EQUALLY ON BOTH. SIDES OF THE RUBBER GASKETED ASTM 3034, SDR 35, OR DUCTILE IRON CLASS 50. PIPE IN LAYERS WITH A LOOSE AVERAGE DEPTH OF 6 INCHES, �I � RECOMMENDED 4. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE MAXIMUM DEPTH OF 8 INCHES, THOROUGHLY TAMPING EACH LAYER TO 17. IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6 INCHES 95X OF MAXIMUM DENSITY. THESE COMPACTED LAYERS MUST EXTEND AND MAXIMUM 18 INCH ABOVE FINISHED GRADE. IN PAVED AREA, 1332 ', FOR APPROVAL z AND IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR FOR ONE PIPE DIAMETER ON EACH SIDE OFTHE PIPE OR TO THE COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING. SIDE OF THE TRENCH. MATERIALS TO COMPLETE THE FILL OVER PIPE t TONAL BY /, IL-lZ -'Of O N DISTURBANCE. SHALL BE THE SAME AS DESCRIBED. 12. CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING E%P9ZFS it 30/02 BY J a w 5 0= 5. A PRE - CONSTRUCTION CONFERENCE AND A 24 HOUR NOTICE SHALL BE REWIRED PRIOR TO STARTING NEW CONSTRUCTION. IT SHALL BE OPEN TRAVELED ROADWAY SHALL BE BACKFILLED WITH CRUSHED ROCK AND AVOID CUTTING UNDERGROUND UTILITY LINES. IYS COSTLY 81• �w THE CONTRACTORS RESPONSIBILITY TO SECURE ALL NECESSARY MECHANICALLY COMPACTED. CUTS INTO THE EXISTING ASPHALT SHALL UNDERGROUND SERVICE (USA) • 0.. PERMITS PRIOR TO STARTING CONSTRUCTION (INSPECTION WILL BE. OF THE CITY OF RENTON). IT BE NEATUNE CUT WITH SAW IN A CONTINUOUS UNE. A TEMPORARY MIX PATCH MUST BE PLACED IMMEDIATELY AFTER BACKFILL AND CHECKED FOR COMPLIANCE �� ^a" NOTE: Z k 15 ACCOMPLISHED BY A REPRESENTATIVE SHALL BE THE CONTRACTORS RESPONSIBILITY TO NOTIFY THE CITY COMPACTION. A PERMANENT HOT MIX PATCH SHALL BE PLACED. WITHIN TO :CITY STANDARDS V m a INSPECTOR 24 HOURS IN ADVANCE OF BACKFlWNC ALL 10 DAYS AND. SHALL BE PER CITY OF RENTON CURRENT. STANDARDS. s bO }O�® yO61 EXISTING UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ONLY. THE ' w CONSTRUCTION. 13. DATUM SHALL BE CITY OF RENTON U.S.C. AND G.S. 7 DATE / O/ D g. IT SHALL EXACT VERTICAL AND HORIZONTAL LOCATION OF ALL EXISTING UNDER- o S i w _ TRACTOR AND SEQUENCES IS OF CONSTRUCTION AND FOR THEMSAFETY OF METHODS WORKERS OTHERWSESSTABILIZED AREAS THE SATISFACTION OF MULCHED OR �� • GROUND UTILITIES PRIOR TO COMMENCING CONSTRUCTION. NO REPRESENTATION GI MADE THAT ALL EXISTING UTILITIES ARE SHOWN HEREON. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITIES W s AHD OTHERS ON THE CONSTRUCTIOF! SITE. PREVENTION OF ONSITE EROSION AFTER THE COMPLETION OF DATE 1- 000 5555,. NOT SHOWN OR UTILTTEYOUOT SHOWN IN R LOCATION. CONSTRUCTION. =424 - v A�l.�! VVVA7 5ER CALL OTM424 n N T-61 &V WA s' _'fl 1673- 4- ENG- rev.dwg 12 -11 -01 8.01,06 nn EST C("I ?91- /!D / SCANNED FEB 15 2002 t ! C1. 17 .�}' f "" `' i FRI I