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Home My WebLink AboutTED4001801.1135 vc s � � r 29' 29 � 4,I __7 20 vc Iiif=1III=IIII=1111= Illl= 11=1III=1111= PVI STA = 0+43.00 z .:: ;; . ► L : i1 1• S PVI ELEV = 203.14 N > p Q 2" COMPACTED ASPHALT CLASS 8 !. ' ' ► N 24•, Q � h II II � , ! �. o Z Q z 4" CRUSHED ROCK p N o W v LU (1 112" TOP COURSE 518" MINUS) PVI STA = 0+70.50 w PVI ELEV = 198.99 W ca (2 112" BASE COURSE 1 114" M/NUS) cJ Q r :i i p W U) o W ' vAl�t z'To5'? ' • �'�0% - PRIVATE PAVING DETAIL `- �o- 01 - rJAa ► .� 4 00 ��y Li z NO SCALE ► .�: v EXISTING GROUND W W • t � J ► s ► �151 m ~ Final Joint must : • t PROPOSED GRADE v be saw -cut N Saw -Cut or line drill 2" min. Asphalt 0 z s W co underlying concrete Concrete Existing Asphalt z N z zLIJ r-i Concrete Q W z - -------- - ------ < 0 zo w Existing �'� 6" min. Cement Concrete w o W U W ,;'wr�'��*•;t Cement Concrete {(,�_;;•, , i �. ''s.tf' t4i'------ 0 NO f ESZ --------------'..�..�.•.�t'.. ---- Z Z o I, �1 TO E7E ! i/W'd7 DF-GRi�tE.D MR GALVAiJTZED DATUM' EL V 6" min. Crushed Surfacing Z a. a Q -ETV 5T�F5 OR FOUAL 190 Top Course Conc. shall be-Cl. A (•3/4) - � c� z � K 2 5 Ur7 ARE TO bE Ii`1 PLACE 6 -C' - MO 6ECTIOW5 Portland Cem.`Conc. Con- Compacted Crushed Rock o �- w W &E W m APE ItJ5T,A,LLLED.z forming to Sect. 6-02.3. Qackfi 11 0 Ca 5 C,�5TIMG TO E5F_ OL`r'G/1FiG roUi OW MI-i 30 Wma EXISTING ASPHALT CONCRETE OVER CEMENT CONCRETE W w "' M1-1 W D/T OQ EQUAL. SEE M-41 L 5.1.4- 4: MAMI-IOLE SEGTIOA15 TO M OF" REINFORCED MECAS-T 1+00 0+50 0+00 GOWREM 1. SEE SECTIONS 7-18 AND 2-09 FOR PATCHING AND BACKFILUNG SPECIFICATIONS. • 2. ALL TRENCHES IN ROADWAY AREAS SHALL BE BACKFILLED AND PATCHED WITH lu o 0 0F'Eh11NG 51IOUI D 6E ON DOWNSTREAM SIDE . DRIVEWAY ENTRANCE PROFILE ASPHALT AT THE END OF EACH WORK DAY, UNLESS PERMISSION IS GRANTED GRANTED TO DO OTHERWISE BY THE CITY ENGINEER AND TRAFFIC ENGINEER. o M 01 1'JWAY `i _ 3. ALL TEMPORARY PATCHES ON TRENCHES WALL BE PERMANENTLY PATCHED WITHIN I I I r " HORIZONTAL I" = 20' (2) WEEKS OF COMPLETION OF WORK WITHIN THE ROADWAY AREA. I�ERTICAL 1 = 5 4. SAW CUTS ON THE CONCRETE PAVEMENTS SHALL BE MADE NO MORE THAN ONE-HALF SANITARY SHALLOW MANHOLE TYPE A" THE DEPTH OF THE EXISTING SLAB. 5. COMPACTED GRAVEL BACKFILL CLASS 'B" MAY BE USED UPON APPROVAL OF THE NO SCALE ENGINEER ON TRENCHES OVER 200 FEET IN LENGTH. v U 60' PAVEMENT PATCHING m NO SCALE 3 J PROP. EP 24.5' PROP. EP 24' 1. ALL WORK MATERIALS SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON UTILITY DEPARTMENT AND THE LATEST EDITION OF THE WSDOT/APWA STANDARDS AND SPECIFICATIONS. O 5, EX. EP 15' EX. EP 16' �� V O 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 0.5' 0.5' '��Sno,C p" %/+�� ALTERNATE I sys7-E,+.�• s Z N '-' APPROVED iN WRITING BY THE DEPARTMENi OF PUBLIC WORKS AT 235 2620. ALL STREET CLOSURES, PARTIAL OR FULL, SHALL BE �/a a/3 m � N 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 / l O N M 09 Jp� \ � 0) C 3. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH "STANDARD SPECIFICATIONS FOR MUNICIPAL PUBLIC WORKS CONSTRUCTIDN" PREPARED N N / W O O to Z `- O BY WASHINGTON STATE CHAPTER AMERICAN PUBLIC WORKS ASSOCIATION, LATEST EDITION (APWA) AND CITY OF RENiON STANDARD SPECIFICATIONS. � N j �p�' J�r / l� TL ^i �J' W a 00 ' L OD LLI> J �/ /�cis fn O 4. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE W W W X _ - - � EXPANSION JOINT Z m TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE. X W S = 1.07% W S _ 2.69% w l � _ ��'� A W o 0 SLOPE 6: 1 i' (TYP.), '� m N A PRECONSTRUCTION CONFERENCE AND A 24 HOUR NOTICE SHALL BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION. IT SHALL BE THi - - a m Cr5. C CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR TO STARTING CONSTRUCTION. (INSPECTION WILL BE I - ACCOMPLIS{iED BY A REPRESENTATIVE OF THE CITY OF RENTON). IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE •� z `i0•. M�ti f-� - UTILITY DEPARTMENT 24 HOURS IN ADVANCE OF BACKFILLiNG ALL CONSTRUCTION. �' W m Z Z W EXPANSION JOINT (TYP.) 6 CONTRACTOR IS LL_3LLj „ is � to SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND M/�! OTHERS ON THE CONSTRUCTION SITE. O Q J Q a d LU z /'�' ►0" 4` !� CO= W W w z v = 4 �� GENERAL NOTES O 7. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY OTHER RELATED PERMITS PRIOR TO ANY i0 U U w I. DUMMY JOINTS SHALL NOT BE ;';.'• ' .. ' CONSTRUCTION. LESS THAN 3/1S IN THICKNESS AND SHALL BE Of THE SAME DIMENSION EXPANSION JOINT (TYP) EXCEPT THAT 3011 8. PLANS APPROVED BY THE CITY OF RENTON, PUBLIC WORKS DEPARMEMT SHALL TAKE PRECEDENCE OVER ALL OTHER PLANS. AS THE CURB R CUTTER IT SHALL EXTEND ONLY 2-1/4" INTO GUTTER SECTION. W 9. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS 1N PROGRESS. " COMPACTED DEPTH CLASS "B" ASPHALT-2 LIFTS REQUIRED 0. THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH AN AS -BUILT DRAWING OF THE SANITARY SEWER SYSTEM WHICH HAS BEEN � VAR. VAR. SEE CITY OF RENTON STANDARD � �� STAMPED AND SIGNED BY A LICENSED PROFESSIONAL ENGINEER OR LICENSED PROFESSIONAL SURVEYOR. "COMPACTED DEPTH-CRUSHEDP� DETAIL FOR DEPRESSED EXPANSION JOINT DRIVEWAY CURB 81 GUTTER- r _ H 11. BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS WITH SURFACING TOP COURSE TYPE D . MAX. E 10°w SLOP b � ^ A LOOSE AVERAGE DEPTH OF 6 INCHES, MAXIMUM " 2 GRAVEL BASE AS NEEDED �Q(A a e..••:.•:.•..._;.•;,. ' DEPTH OF 8 INCHES, THOROUGHLY TAMPING EACH LAYER TO 95 PERCENT OF MAXIMUM DENSITY. THESE COMPACTED LAYERS MUST EXTEND •••°:•.: :�" .`L:. :. • IO�� r , �y 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. \ H GENERAL NOTES: SECTION A -A 12. OPEN CUT ROAD CROSSINGS FOR UTILITY 'ry' TRENCHES ON EXISTING TRAVELED ROADWAY SHALL BE BACKFiLLED WITH CRUSHED ROCK AND "SAW EXPANSION JOINT• O MECHANICALLY COMPACTED. CUTS INTO THE EXISTING ASPHALT SHALL BE NEATLINE CUT WiTH SAW IN A CONTINUOUS LiNE. A TEMPORARY 1. IN WIDENING AREAS, THE EXISTING PAVEMENT EDGE SHALL BE -CUT" TO LEAVE 1 MIX PATCH MUST BE PLACED IMMEDIATELY AFTER BACKFILL AND COMPACTION. A PERMANENT HOT MiX PATCH SHALL BE PLACED WITHIN 10 A JOIN POINT. ANY TRAFFIC STRIPING REMOVED OR DAMAGED DURING WIDENING WORK SHALL BE REPLACED IN KIND OR AS DIRECED BY THE PUBLIC WORKS DIRECTOR. \ ,��/' gETER�gTE 2 0 DAYS AND SHALL BE PER CiTY OF RENTON CURRENT STANDARDS. 13. 2. COMPACION TESTS ON SUBGRADE AND ROCKGRADE SHALL BE REQUIRED. THE NUMBER I„ 90 ,, ,� E--� W � o DATUM SHALL BE CITY OF RENTON, U.S.C. AND G.S. OF TESTS SHALL BE AT THE DISCRETION OF THE CITY INSPECTOR. ALL TESTS AS REQUIRED SHALL BE AT THE EXPENSE OF THE CONTRACTOR OR DEVELOPER THROUGH ANY z LICENSED TESTING LAB OF HIS CHOICE. THE MINIMUM COMPACTION FOR THE TOP 24" OF ! ,- 14, ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED TO THE SATISFACTION OF THE DEPARTMENT FOR THE '' JOINT (TYP.) I•-�i z PREVENTION OF ON -SITE EROSION AFTER THE COMPLETION OF CONSTRUCTION. THE SUBGRADE, SHALL BE 95% OF MAXIMUM RELATIVE DENSITY. BELOW THAT LEVEL THE MINIMUM COMPACTION SHALL BE 90% OF MAXIMUM RELATIVE DENSITY. ROCK SURFACES �� EXPANSION /SM/ THESHALL �1! 15. HAVE A MIMINUM COMPATiON OF 95% OF MAXIMUM RELATIVE DENSITY. WHERE � ,� /� ' °. DRIVEWAY EXCEEDS 16v0, � W 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 3. ADJUSTMENT OF CATCH BASIN LIDS OR GRATES, MANHOLE LIDS, MONUMENT CASES, ,' 4 IN WIDTH A ?"DUMMY JOINT SHALL BE PLACED q4 :, y SHALLUDITIrL C O� LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED VALV BOXES, ETC., SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR OR DEVELOPER AS REQUIRED AND SHALL BE ADJUSTED AFTER THE FINAL LIFT OF ASPHALT HAS BEEN ALONG CENTERLINE. ' . 2• N BEDDING MATERIAL TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PiPE WILL BE SUPPORTED ON A UNIFORMLY DENSE UNYIELDING BASE. PiPE INSTALLED. 1/2 EXPANSION JOINTS SHALL BE PLACED AT DRIVEWAY RETURNS AND AT w 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 52. 4. FOR ALL ROADWAY CLASSES GREATER THAN THE NEIGHBORHOOD COLLECTOR, THE PAVEMENT SECTIONS SHALL BE DETERMINED USING APPROVED METHOD FOR COMPUTING THE BACK OF DRIVEWAY. .2. CONCRETE SHALL BE CLASS 13(3/4") AIR ENTRAINE 4. SUBGRADE COMPACTION SHALL BE 95% wW VL PAVEMENT THICKNESS. THESE CALCULATIONS BE SUGGESTED BY APPROPRIATE SHALL PORTLAND CEMENT CONCRETE . (MODIFIED PROCTOR). 17. GEOTECHNICAL TESTING OF THE SUPPORTING MATERIALS. IN NO CASE SAHLL THE 3. DRIVEWAY IS NOT TO BE POURED INTEGRAL IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6 INCH AND MAXIMLMi 18 INCH ABOVE FINISHED GRADE. IN PAVED AREA, COVER PAVEMENT SECTION BE LESS THAN THAT FOR A NEIGHBORHOOD COLLECTOR. WITH THE CURB B GUTTER. MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING. SANITARY SEWER NOTES ROADWAY SECTION B- B STD IND US TIRAL & COMMERCIAL DRIVEWAY NO SCALE SHEET HORIZONTAL SCALE 1" = 10' VERTICAL SCALE 1" = 5' _ C 10 ACAD FILE DATE 79--96 8-15-90 JOB NO. 89255 y ® ®2 kiill