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Home My WebLink AboutS-05310A35 IBC �1e. 1111= IIII�IIII 20 VC 7 =11i1� 1111= = II =1111= PV! STA = 0 +07.00 z . .:► . •: :: • . ° •• ? •, {. • n • ' •'•• • �. PIA ELEV 203 -14 0 S 2" COMPACT£!/ ASPHALT CLASS B ... .R... a i� • j ° ' P. • •: ,$ �;, 0 h II R a o o N o W h PV STA. = 0+70.50 h H 11 PVI ELEV = 198 m 4" CRUSHED ROCK (1 1/2' TOP COURSE S /B' MINUS) (2 1/2" BASE COURSE 1 1/4" MINUS) b t� y -99 CL • t co W V - iJBJZl4�1 -� 2�Y�-• D_ O.00N PRIVATE PAVING DETAIL J uOJ # d 'p .,�. EXISTING GROUND W W ? a ! 1p°j• : 5- Final Joint must . •. •:•• • -? PROPOSED GRADE of be Saw -Cut • a ' ! ® Saw -Cut or line drill 2" min. Asphalt ILL '' s z Existing Asphalt underlying concrete Concrete °z n z M N Concrete a W W z u - - -- - - - - -- Existing Sting '•(si�'i; :cili ° %)pp 'vrr,gj�'r °g'K. - _�-- -- -may Q W g a o w 0 W 6° i �� -r -, a•:" min. Cement Concrete Cement Concrete �i�,.:., ;e?t W 0 ;- �. V,!�.irlgi: 0 0 z " I. ��Q• FF✓iEO FAR. G - 6" min. Crushed Surfacing Z z Z a a a -�I��D WFUN MEE) OR E"L DATUM Fi'LSV Conc. shall be-Cl. A (•3/4 Top Course I L� Z 2 ARE TO PEE IrII RACE I3Efp Mtn SECTIOIJS Portland Cem. Conc. Con- Q: w W A17E AIZE IFJ5TAL,LED. Compacted Crushed Rock forming to Sect. 6 -02.3. �ackf;ll . .5 CASTIMG To M OL`�AFIG FoUMMY MH W MM EXISTING ASPHALT CONCRETE OVER CEMENT CONCRETE a c, o a w w M" a) D/T O2 EQUAL. SEE DETAIL 5.1.4 * MAM"OLE SECfI0A1J TO UE OF REIMF MCED PRECAST 1 +00 0 %MICRIM • +50 0+00 1. SEE SECTIONS 7 -18 AND 2 -09 FOR PATCHING AND BACKFILLING SPECIFICATIONS. * 01tNIMG SHCULD BE ON DOWNSTREAM SIDE. DRIVEWAY ENTRANCE PROFILE 2. ALL TRENCHES IN ROADWAY AREAS SHALL BE BACKFILLED AND PATCHED WITH 1EMPORARY ASPHALT AT THE END OF EACH WORKDAY, UNLESS PERMISSION IS GRANTED TO DO OTHERWISE BY THE CITY ENGINEER AND TRAFFIC ENGINEER. w h o o w 0 a ALL TEMPORARY PATCHES ON TRENCHES WHALL BE PERMANENTLY PATCHED WITHIN i T � n »An i �p j j,1 TYPE SANITARY SHALLOW MAlVHO T HOFR=AAL 1 "= 20' l�£RACAL 1" = 5' (2) WEEKS OF COMPLETION TE WORK PAVEMENTS SHALL ROADWAY AREA 4. SAW OUTS ON THE CONCRETE PAVEMENTS SHALL BE MADE NO MORE THAN ONE -HALF y 1 •f'� .�rE THE DEPTH OF THE EXISTING SLAB.. NO SCALE 5. COMPACTED GRAVEL BACKFILL CLASS 'B" MAY BE USED UPON APPROVAL OF THE m ENGINEER ON TRENCHES OVER 200 FEET IN LENGTH. x 60' PAVEMENT PATCHING NO SCALE z o 1. ALL WORK MATERIALS SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON UTILITY DEPARTMENT PROP. EP 24.5' PROP. EP 24'% 2. AND THE LATEST EDITION OF THE WSDUT /APWA STANDARDS AND SPECIFICATIONS. THE HOURS OF I. ;RK IN THE STREET RIGHT-OF-WAY SHALL BE LIMITED TO 8:30 A -k. TO 3:30 P.X. ON WEEKDAYS UNLESS OTHERWISE 5' EX. EP. 15'. EX. FP 16' - Ds' os' y Yr- ALTERNATE ! sE 'i+ca'� z N z APPROVED IN WRITING BY THE DEPARTMENT OF PUBLIC WORKS AT 235-2620. ALL STREET CLOSURES, PARTIAL OR FULL, SHALL BE o/$ iD APPROVED BY THE DEPARTMENT OF PUBLIC WORKS 24 HOURS IN ADVANCE. THE POLICE DEPARTMENT, FIRE DEPARTMENT, AND 911 SHALL BE NOTIFIED 24 HOURS IN ADVANCE M7 P� + R *;• I -� f , • ` JpP O � O1 ( 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 a w Ci 0! G o Q+ lay r C W o00 .. EDITION (APWA) AND CITY OF RENTON STANDARDUry SPECIFICATIONS. a�Vllfs'f� JpR• / � Z � � W 'A S W W L N s Ch 4. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND li SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE w x. X •_' EXPANSION JOINT z m 3 TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE. w S =1.075 W. S = 2.695 W - - _ /L W O - O SLOPE 6:1,� (TYP.1 - m N 5. A PRECONSTRUCTION CONFERENCE AND A 24 HOUR NOTICE SHALL BE REQUIRED IRED PRIOR TO STARTING NEW CONSTRUCTION. IT SHALL HE TIC - CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR TO STARTING CONSTRUCTION. (INSPECTION WILL BE i o ro W m ACCOMPLISHED By A REPRESENTATIVE OF THE CITY OF RENTON). IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE ~ ,jO w N1 UTILITY DEPARTMENT 24 HOURS IN ADVANCE: OF BACKFILLIHG ALL .CONSTRUCTION. '1' Z} m W I- M W CwD } H EXPANSION JOINT(TYP.) �.- %a z utl 6 CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND w 3 a 7. OTHERS ON THE CONSTRUCTION SITE. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR Q O < Q a 0 a W 0 °m= „�, w w N w �_ = ` 4 ' 10 vENERAL NOTES O'4Yq r TO OBTAIN STREET USE AND ANY OTHER RELATED PERMITS PRIOR TO ANY CONSTRUCTION. ro W 1. DUMMY JOINTS SHALL NOT BE e LESS THAN 3/16" IN. THICKNESS AND SHALL BE OF. THE SAME DIMENSION EXPANSION JOINT- iTYP.) ' 30.IT 8. PLANS APPROVED BY THE CITY OF RENTON, PUBLIC WORKS DEPARMEMTSHALL TAKE PRECEDENCE OVER ALL OTHER PLANS. AS THE CURB B GUTTER EXCEPT THAT SHALL EXTEND ONLY 2-1/4° INTO 7 9. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION -IS IN PROGRESS. '. COMPACTED DEPTH CLASS °8" GUTTER SECTION. 10. THE ASPHALT -2 LIFTS REQUIRED VAR. r � 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 SEE CITY OF RENTON STANDARD IVAR• DETAIL FOR DEPRESSED 1•p_.' /�,_I z 11. ENGINEER OR LICENSED PROFESSIONAL SURVEYOR. BACKFI LL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN ° COMPACTED DEPTH - CRUSHED SURFACING TOP COURSE EXPANSION WOINT TYPE D. P DRIVEWAY CURB B GUTTER- I . �.. LOF MA IMM A LOOSE AVERAGE DEPTH OF 6 INCHES, MAXIMUM DEPTH OF 8 INCHES, THOROUGHLY TAMPING EACH LATER TO 95 PERCENT OF MAXIMUM DENSITY. THESE COMPACTED LAYERS )IUS7 EXTEND 2" GRAVEL BASE AS NEEDED JQP 10%MAXgSLOPE y. s a •lo" Z FOR ONE PIPE DIAMETER ON EACH SIDE OF THE PIPE DR TO THE SIDE OF THE TRENCH. MATERIALS TO COMPLETE THE FILL OVER PIPE SHALL BE THE SAME AS DESCRIBED. -- GENERAL NOTES: - SECTION A -A r4 _. 12. OPEN CUT ROM CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED ROADWAY SHALL BE BASKET LIED WITH CRUSHED ROCK AND MECHANICALLY COMPACTED. CUTS INTO THE EXISTING -SAW-CUT- b - - -- - - W ASPHALT SHALL BE NEATLINE CUT WITH SAW IN CONTINUOUS LINE. A TEMPORARY MIX PATCH MUST BE PLACED IMMEDIATELY AFTER BACKFILL AND 1. IN WIDENING AREAS, THE EXISTING PAVEMENT EDGE SHALL BE TO LEAVE A JOIN POINT. ANY TRAFFIC STRIPING REMOVED OR DAMAGED WIDENING, EXPANSION JOINT NN COMPACTION. A PERMANENT HOT MIX PATCH SHALL BE PLACED WITHIN 10 DAYS AND SHALL BE PER CITY OF RENTON DURING WORK SHALL BE REPLACED IN KIND OR AS DIRECED BY THE PUBLIC WORKS DIRECTOR. Q L-•� CURRENT STANDARDS. ALTERNATE 2 '•�( r , 13. DATUM SHALL BE CITY OF RENTON, U.S.C. AND G.S. 2. COMPATION TESTS ON SUBGRADE AND ROCKGRADE SHALL BE REQUIRED. THE NUMBER 3 o (� E4 OF TESTS SHALL BE R,T THE DISCRETION OF THE CITY INSPECTOR. ALL TESTS AS REQUIRED SHALL BE AT THE EXPENSE OF THE CONTRACTOR OR DEVELOPER THROUGH ANY /y _ aQ }..( �.. ® r _T 14. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED TO THE SATISFACTION OF THE DEPARTMENT FOR THE LICENSED TESTING LAB OF HIS CHOICE. THE MINIMUM COMPACTION FOR THE TOP 247 OF THE SUBGRADE, SHALL BE 955 OF MAXIMUM RELATIVE DENSITY. BELOW THAT LEVEL THE (TY P.) PREVENTION OF ox•st7E EROSION AFTER THE COMPLETION OF CONSTRUCTION. MINIMUM COMPACTION SHALL BE 905 OF MAXIMUM RELATIVE DENSITY. ROCK SURFACES EXPANSION JOINT . T� 15. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE SHALL HAVE A MIMINUM COMPATION OF 95% OF MAXIMUM RELATIVE DENSITY. WHERE THE DRIVEWAY EXCEEDS 16 40.,/� W WITH SECTION 7.02.3(1) OF THE CURRENT STATE Of WASHINGTON STANDARD SPECIFICIITIC 3. ADJUSTMENT OF CATCH BASIN LIDS OR GRATES, MANHOLE LIDS, MONUMENT CASES, IN WIDTH A. 2'�DUM MY JOINT 4' :S FOR ROM AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR VALV BOXES, ETC., SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR OR DEVELOPER SHALL BE PLACED 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 AS REQUIRED AND SHALL BE ADJUSTED AFTER THE FINAL LIFT OF ASPHALT HAS BEEN T LONGITUDINALLY ALONG CENT ERLINE. I/2 "EXPANSION ALAN SHALL BE DENSE UNYIELDING BASE: PIPE BEDDING SHALL BE PEA GRAVEL 6" ABOVE AND BELOW THE PIPE. INSTALLED. PLACED AT DRIVEWAY RETURNS AND AT 16. • - - 4. FOR ALL ROADWAY LASSES GREATER THAN iHE.NEIGHBORHOOD COLLECTOR, THE PAVEMENT THE BACK OF DRIVEWAY. ") 4. COMPACYION SHALL BE 95 %. #r) r. �. T^ W VL SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER GASKETED ASTN D 3034, SDR 35, OR DUCTILE IRON CLASS 52. ' SECTIONS SHALL BE DETERMINED USING AN APPROVED METHOD FOR COMPUTING PAVEMENT THICKNESS. THESE CALCULATIONS SHALL BE SUGGESTED BY APPROPRIATE 2. CONCRETE SHALL BE CLASS 13 (3/4 AIR ENTRAINE SUBGRADE PORTLAND CEMENT CONCRETE. (MODIFIED PROCTOR). 17. IN UNIMPROVED AREAS, MANHOLE TO EXTEND 6 INCH AND MAXIMUM 16 INCH ABOVE FINISHED GRADE. IN PAVED AREA, COVER GEOTECHNICAL TESTING OF THE SUPPORTINGMATERIAL.S. IN NO CASE SAHLL THE PAVEMENT SECTION BE LESS THAN THAT FOR A NEIGHBORHOOD COLLECTOR. 3. DRIVEWAY IS NOT TO BE POURED INTEGRAL WITH THECURB B GUTTER. MUST SLOPE IN ALL DIRECTIONS TO MATCH PAYING. PAVING. SANITARY SEWER NOTES ROADWAY SECTIOiVT R_D STD INDUS`TIRAL & COMMERCIAL DRIVEWAY No seaLE SHEET HORIZONTAL SCALE 1" = 10' VERTICAL SCALE 1" 5' -- . _ '' C10 ACAD FILE DATE Z- _Aa --90 8 -i5 -90 JOB NO. 89255