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Home My WebLink AboutzS-3515Seta 3 Z m EXISTING SANITARY SEWER W I Z J 0 a �- EXISTING WATER BLOWOFF J \ w 3 _ / N W WATER NOTES AND SPECIFICATIONS 2003 Z FOUND 1/2" REBAR UJI 10 Y cc OF 0 MARKER BOARD t- I- � 3 0 a 3 0 M it C am o° wazW C1 x m ase Asp Z ca E m wS Y m Of a, a. w Q O u w wZ O � N U � w a m 0 I ( I I I I Z V POWER EXISTING SANITARY SEWER W I Z J RED. NO. a �- EXISTING WATER BLOWOFF J \ w 3 _ / N W WATER NOTES AND SPECIFICATIONS 2003 Z FOUND 1/2" REBAR UJI 10 Y cc OF U w MARKER BOARD t- I- � 3 0 M it C am o° wazW C1 x m ase Asp Z ca E m wS Y m Of a, a. w Q O u w wZ O � N U � w a m 0 I ( I I I I EXIS�TINGpCATCH BASIN V POWER EXISTING SANITARY SEWER 0 I D4 RED. NO. - _ _ - _ _- - _ - �____- EXISTING WATER BLOWOFF \ 897.2 _ / O WATER NOTES AND SPECIFICATIONS 2003 $' FOUND 1/2" REBAR Vo° \/ 10 & CAP OF //� SEC. 10, TW N. 2 3 N., R N G 5 E., Wm MARKER BOARD t- / \ Z N -x n� 1 W X L IT 5 pJ `i P j CJ\ `\ � J WESTERLY LINE STORM EASEMENT REC. NO. 20030731004599, 6' CYCLONE / 30' FENCE 4' CYCLONE FENCE FENCE TRANSTTTON ❑ EXIS�TINGpCATCH BASIN OS EXISTING SANITARY SEWER 0 EXISTING STORM DRAIN MANHOLE D4 EXISTING WATER VALVE P EXISTING WATER BLOWOFF EXISTING WATER METER }{® J -(--'Y POWER POLE /STREET LIGHT O WATER NOTES AND SPECIFICATIONS 2003 $' MONUMENT AS NOTED PORTION OF THE N W 1/4 OF //� SEC. 10, TW N. 2 3 N., R N G 5 E., Wm 1. THESE NOTES SHALL APPEAR FOR PROJECTS FOR THE WATER UTILITY. CITY OF RENTON, WASHINGTON 2 . ALL WORK MATERIAL SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE Y RENTON G /PU PLANNING /BUILDING /PUBLIC WORKS DEPARTMENT AND THE 1996 EDITION OF THE WSDOT /APWA STANDARDS AND S D a 1-8" TEE (FLxFL) SPECIFICATIONS, AS APPROVED AND MODIFIED BY THE CITY OF RENTON IN THE RENTON STANDARD PLANS & SPECIFICATIONS. a 3 -8" GATE VALVES (FLxMJ) A SET OF APPROVED PLANS SHALL HE KEPT ON SITE AT ALL TIMES. DURING CONSTRUCTION. H... 3 2 -8" LS SLEEVES W/ THRUST BLOCKING 3. THE HOURS OF WORK IN THE STREET RIGHT OF WAY SHALL BE LIMITED TO 8:30 AM TO 3:30 PM ON WEEKDAYS UNLESS OTHERWISE APPROVED N WRITING BY THE PUBLIC WORKS DEPARTMENT AT (425) 430 -7301 THE POLICE DEPARTMENT, FIRE Ow DEPARTMENT, AND 911 SHALL BE NOTIFIED 24 HOURS IN ADVANCE OF ANY WORK IN THE RIGHT OF WAY. Z, rvun x IN CONCRI IE, _ _ EX. 8" WATER_ _ (- - 4. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY. TO IN CASE VERIFY THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE. FOR UTILITY LOCATES CALL. --' 48 -HOUR LOCATORS 800- 424 -5555, 0 5 10 20 30 -- 1 -8" 45" BENI) 2' (MJxMJ) 5. AN APPROVED TRAFFIC CONTROL PLAN IS REQUIRED TO BE SUBMITTED AT THE PRE- CONSTRUCTION MEETING. Ex c6 RIM= 412.46 SCALE 1" = 30' I 25' 25' (: 'a 0 6. ALL WATERMAIN PIPE IS TO CEMENT LINED DUCTILE IRON PIPE CONFORMING TO AWWA C11T AND C111 OR LATEST " 1 ADS N 405.81 IS 6' WOOD;, W w . REVISION, THICKNESS CLASS 52. CEMENT MORTAR LINING AND SEAL COATING .SHALL CONFORM TO AWWA C104 OR LATEST 11- ADS S 405.74 IE I FENCE I Z i. '' ' DETAIL REVISION. PIPE JOINTS TO BE PUSH -ON OR MECHANICAL JOINT. BEDDING TO BE CLASS C, ALL DUCTILE IRON PIPE AND ( .CONNECTION FITTINGS SHALL BE POLYETHYLENE WRAPPED PER. ANSI /AWWA C105/A2L5 -93 STANDARDS. EX SSMH RIM =41 °1 u („ y 7. CAST IRON AND DUCTILE IRON FITTINGS SHALL BE CEMENT LINED, PRESSURE RATED AS NOTED ON PLANS, AND IN 8" DI N 407.06 IE IK > I '� EX CB AREA TO BE ACCORDANCE WITH ANSI /AWWA C710/A2L10 -87. - CEMENT LINING SHALL BE IN ACCORDANCE WITH ANSI /AWWA a 8" DI 5 407.88 IE le RIM -41169 .DEDICATED TO CITY OF RENTON C104/421/4 -90. IF FITTINGS ARE 3 TO 12 INCHES IN DIAMETER AND. HAVE MECHANICAL JOINTS, THE FITTINGS SHALL IN LL w SSMH D o 12" ADS NE 408.29 IE FOR ROAD RIGHT OF WAY ACCORDANCE WITH EITHER ANSI /AWWA C1107A21.10 -87 OR ANSI /AWWA C153/A21.53 -94. THREE (3) INCH TO 12 INCH - RIM =41238 j. ( iA 72" ADS SW 408.29 IE DIAMETER FITTINGS, WHICH HAVE MECHANICAL JOINTS AND /OR FLANGED JOINTS, SHALL BE IN ACCORDANCE WITH ANSI AWWA ANSI/ AWWA Dt E 407.88 IEI> ICB EX SSMH CNO/A21.10.87 OR A COMBINATION OF ANSI /AWWA C710/A21.10.87 AND ANSI /AWWA C753/A27.53 -94 SUCHHATHE H" DIN 407.91 IE ° IL. '�� RIM= 414.65 I PORTION OF THE FITTING WITH A MECHANICAL JOINT(S) MAY BE 'WITH ANSI/AWWA . C153/A21.53 -94 AND THAT PORTION OF SHEDB (ADJUST SSMH. RIM SEE CONNECTION 8" DI W. 408.32 IE 8" DI E 408.75 IE THE FITTING WITH FLANGED JOINT(S) SHALL BE IN ACCORDANCE WITH AWWA C110 A21.10 -87. ACCEPTANCE TESTING IN / zl }` TO NEW GRADE ) V 3 DETAIL ABOVE 6' CYCLONE 6" PVC S 408.48 IF ACCORDANCE WITH SECTION 53.53 OF ANSI /AWWA SECTION 10 -4.3 OFANSI /AWWA C710/A21.10 -87 SHALL BE OBTAINED BY I 5' WOOD - cd NEW ( ) FENCE THE CONTRACTOR AND TRANSMITTED TO THE OWNER. � fAE -- 6E NT FENCE FOUND 2" BRASS DISC WITH ' X m 43$986 12" ADS'LxULVE RT. IN CONCRETE, IN CASE, 0.06 N GAT S -- ' 3 4" SERVCE TA�TYP. S. GATE VALES SHALL BE IRON BODY, BRONZED- MOUNTED, DOUBLE DISC WITH BRONZE WEDGING DEVICE AND 0 -RING 405.14 � � -- •ii -- OF CA •'�° LCULATED NORTH I °� STUFFING BOX (AWWA C500) OR OF RESILIENT SEATED TYPE (AWWA 0509). VALVES SHALL BE DESIGNED FOR A MINIMUM LINE OF PROPERTY �'- WATE "'• SrDE WATER OPERATING PRESSURE OF 200 PSI. GATE VALVES SHALL BE CLOW LIST 14, MUELLER COMPANY NO. A2380 OR M & 10' UTILITY EASEM FENNE BURIED CMP " - p ._ ILK' EX. CURB & GUTTER. H. REC. NO. 81090205 5 CULVERT T J PV / o7�TL . Cl'�y" c o �m ° ' O 588°24'48 "E �,7 m 9. FIRE HYDRANTS SHALL BE COREY TYPE (OPENING. WITH THE PRESSURE) OR COMPRESSION TYPE (OPENING AGAINST - -' -- --- - - - - -- - _ _- - -- 30'� PVC EX. DRIVEWAY PRESSURE) CONFORMING TO AWWA C- 502 -85 `WITH A 6 INCH MECHANICAL JOINT INLET AND A MAIN VALVE OPENING _ 4' CYCLONE - s (MVO) OF 5-1/4 INCH TWO 2 -1/2 INCH HOSE NOZZLES WITH NATIONAL STANDARD THREADS 7 -1/2 THREADS PER INCH Z N -x n� 1 W X L IT 5 pJ `i P j CJ\ `\ � J WESTERLY LINE STORM EASEMENT REC. NO. 20030731004599, 6' CYCLONE / 30' FENCE 4' CYCLONE FENCE FENCE TRANSTTTON ❑ EXIS�TINGpCATCH BASIN OS EXISTING SANITARY SEWER 0 EXISTING STORM DRAIN MANHOLE D4 EXISTING WATER VALVE P EXISTING WATER BLOWOFF EXISTING WATER METER }{® J -(--'Y POWER POLE /STREET LIGHT O FOUND AS NOTED $' MONUMENT AS NOTED -------------- --- _ - - -_ __FENCE g GAS, ^"x` ^33Dp,, 8 '- -- ._. _ _ AND ONE 4 INCH PUMPER NOZZLE WITH THE 14EW SEATTLE PATTERN 6 THREADS PER INCH, 60 DEGREES V. THREADS: \ 1 -FIRE HYDRANT ASSEMBLY c OUTSIDE DIAMETER OF MALE THREAD 4.875 AND ROOT DIAMETER 4.6263. HYDRANTS SHALL HAVE A 1-1/4 INCH PENTAGON \.1 1 -6 "x8° TEE (FLxFL) 03, " R =411.75 .,, / : , °^ "; ; s OPERATING NUT OPENED BY TURNING COUNTER CLOCKWISE (LEFT). 1 -6" GATE VALVE (FLxMJ) 12ADS HE 4 40 IE SSCO 1 -8° ADAPTER (FLxMJ) 4 / CO 10. THE TWO 2 -1/2 INCH HOSE NOZZLES SHALL BE FITTED WITH CAST IRON THREADED CAPS WITH OPERATING NUT OF THE 1 -8 "x4" REDUCER (Z FL) / C - SAME DESIGN AND PROPORTIONS AS THE HYDRANT STEM NUT. CAPS SHALL BE FITTED WITH SUITABLE NEOPRENE GASKETS \ 1 -4" GATE VALVE (FLxMJ ) IE= 408.62 I IE =408.78 FOR POSITIVE WATER TIGHTNESS UNDER TEST PRESSURES. { 0'•• " D.I. CL52 �(tJe - 1-25'1 6" D.I. CL52 it. THE 4INCH PUMPER NOZZLE SHALL BE FITTED WITH A STORZ ADAPTER, INCH W/ THRUST BLOCKING \ 3'�4" .i. CL52 N SEATTLE THREAD X 5 INCH STIED I EXI SIDEWALK TO REMAIN ( STORZ ADAPTER SHALL BE FORGED AND /OR. EXTRUDED 6061 -T6 ALUMINUM ALLOY HARDCOAT ANODIZED. THREADED END 50 WETLAND R kY6 PORTION SHALL HAVE NO LUGS AND TWO SET SCREWS 180 DEGREES APART STORZ FACE TO BE METAL, NO GASKET TO ® BUFFER EASEMEN ( H WEATHER. STORZ CAP TO HAVE SYNTHETIC MOLDED RUBBER GASKET, AND SHALL BE ATTACHED TO HYDRANT ADAPTER / C ` ( i -4" 4 ' BE JxMJ) I m ( I WITH 1/8 INCH, COATED; STAINLESS STEEL, AIRCRAFT CABLE. V ZO° PRIVATE i W/ THR T BLO ING I (S INGRESS, EGRESS :i" oO 12. FIRE HYDRANTS SHALL BE PAINTED WITH TWO COATS OF PAINT. PRESERVATIVE PAINT NUMBER 43 -655 SAFETY YELLOW BUFFER ASEMENT 412.00 50' WETLAND &UTILITIES ��' MIN FF ( ( OR APPROVED EQUAL. -9 MIN FF 412.00 WF 10 \ WF -8 �'X )_ I ( 13. PUMPER CONNECTION TO FACE ROADWAY ASSEMBLY. `/ tao' s" Pvc WF -27%< \ 0 0. OR GRADE ?3 I R ASE REQUIRED - _ y� PoF�2 WF -7* C P C w I - 14. FIRE HYDRANTS SHALL BE INSTALLED PER CITY OF RENTON STANDARD DETAIL FOR FIRE HYDRANTS, LATEST REVISION. WF -20 _ WE -11 ro / WF 28 WF -19 \ \ 1 Y ( ;� C0 15. ALL WATERMAINS 10 INCHES AND SMALLER TO MAINTAIN A MINIMUM COVER OF 36 INCHES BELOW FINISH GRADE. ALL ''.''gyp, \ \\ MIN. "` 5 i - -- ± WATERMAIN 12 INCHES AND LARGER SHALL BE AT A MINIMUM OF 48 INCHES BELOW FINISH GRADE. WHERE UTILITY WE_2c I aC ---- �CWF -12 BUFFER CONFLICTS OCCUR, WATERMAINS ARE TO BE LOWERED TO CLEAR. FOUND 1/2" REBAR &CAP F WF -14 T �l`v�F -29 0 � t- x � TAMPED " \ � c E HANSEN 21464" ANGLE POINT IS 1.1' E OF WEST PROPERTY LINE 18" ADS CULVERT 403.82 IE N p RECOMMENDED CHECKED FOR COMPLIANCE w FOR �,APPROVAL . CITY STANDARDS 3 By f \V7m0 �N�(A1��'�16��I. DATE 7 "» BY DATE -7 114 10q Cs N Z BY 9_14 r 4 / \ 16 ALL WATERMAINS 6 INCHES AND LARGER IN DIAMETER SHALL BE CLEANED WITH PIPE CLEANING PIGS PRIOR TO WF-6 L ' "4'' - - 2 +01.1 ( N 0.1'W I \ DISINFECTION. THE POLY PIGS SHALL BE GIRARD INDUSTRIES AQUA SWAB -AS OR APPROVED EQUAL, 2 LB /CU. FT. \ DENSITY FOAM WITH 90A DUROMETER URETHANE RUBBER COATING ON THE REAR OF "PIG" ONLY. A CT /� � � � � CO � 730'8° PVC ®.50% 1� /«j A W -16 \ Z -2" P MANEN 20 PRIVA CO f w GRADE RELEASE REQUIREDI 77. 'PIGS" SHALL BE CYLINDER SHAPED WITH BULLET NOSE OR SQUARE END. THE CONTRACTOR WILL PERFORM THE XX lE =409.13 d. IVE GROWTH / \ WF-5 8.0. A EMBLY � NGRES EGRESS \ CLEANING OPERATION. \ & TILITIES 4 ? OTECTION WE- 17 Xs \ EA WENT IS 881 \ 18. ALL WATERMAINS AND SERVICES SHALL BE PRESSURE TESTED TO A MINIMUM OF 200 PSI OR 150 PSI OVER OPERATING X PRESSURE, IN ACCORDANCE WITH THE SPECIFICATIONS OF THE CITY OF RENTON AND THE WASHINGTON STATE HEALTH ASEMENT ^ \\ F-4 FOUND 1/2" REBAR & CAP / THE QUANTITY WATER PRESSURE FROMGTHE SHALL BE MAIN SHALLE NOT EXCEEDS THE ENUMBERROF GALLONS PER FH HOUR AIS LISTED IN OCITY TLAND / \ / WF -3 STAMPED "HANSEN 21464" y OF RENTON STANDARD PLANS & SPECIFICATIONS 7- 113(17). THE LOSS IN PRESSURE SHALL NOT EXCEED 5 PSI DURING THE \ 7,145 SF .1' MI FF ^/ MIN F 0W 2 HOUR LEST PERIOD. .31 ACRES � � 41200 L � °oq 412.00 / 19. ALL WATERMAINS AND SERVICES SHALL BE DISINFECTED BY THE INJECTION OF A 50 RPM (MINIMUM CONCENTRATION) -2)C 6' WOOD \ \ CHLORINE /WATER SOLUTION. DRY CALCIUM HYPOCHLORITE SHALL NOT BE PLACED IN THE PIPE AS LAID. CHLORINE SHALL 7 FENCE \ \ BE METERED /INJECTED IN ACCORDANCE WITH SECTION 7- 11.3(12)E OR 7- 11.3(12)F OF THE STANDARD SPECIFICATIONS', / REFERENCED ABOVE. 20. APRE- CONSTRUCTION CONFERENCE IS REQUIRED PRIOR TO ANY CONSTRUCTION. A MINIMUM OF FIVE (5) WORKING DAYS NOTICE IS REQUIRE FOR SCHEDULING. 381.69' WE- 6N \ / X 21. TWENTY -FOUR (24) HOURS NOTICE WILL BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION. S88^22'25 "E 381.69' 17.5' UTILITY EASEMENT 22. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR TO STARTING 7' CYCLONE / CONSTRUCTION. � FENCE REC NO. 800624043 TO- BE- OAZATED ----- 7' CYCLONE / / �\ 23. INSTALLATION OF CORPORATE STOPS, WATER SERVICES, LINES AND METERS SHALL NOT BE DONE UNTIL ALL SERVICE rn E% SOMH - FENCE / AGREEMENTS, METER APPLICATIONS, CONSTRUCTION PERMITS, AND PAYMENT OF FEES HAVE BEEN MADE TO THE CITY OF N "+ RIM = 406.41 " "' " "' "" WETLAND DELINEATION \ RENTON. 18" ADS N 403:77 E BY ALDER NORTHWEST 18" ADS S 403.86 IF 24. ALL CONNECTION TO EXISTING MAINS IS TO BE ACCOMPUSHED BY THE CITY OF RENTON, EXCEPT WET TAPS, WHICH MAY E% CB ( i / BE MADE BY APPROVED WET TAP CONTRACTORS WITH PRIOR APPROVAL FROM THE PUBLIC WORKS DEPARTMENT. ALL RIM = 404.56 NECESSARY EXCAVATION AND MATERIALS ARE TO BE SUPPLIED BY THE CONTRACTOR AND BE ON -SITE PRIOR TO CITY 18" ADS N 401.64 IE S=35 150 ' NOTIFICATIONS 78" ADS S 401.66 IE - 25. INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON.. IT SHALL BE THE CONTRACTOR'S / / / / / / \ RESPONSIBILITY TO NOTIFY DEVELOPMENT SERVICES TWENTY FOUR (24) HOURS IN ADVANCE OF BACKFILUNG ALL \ CONSTRUCTION. THE CONTRACTOR, AS WELL AS THE ENGINEERS, SHALL KEEP AS -BUILT DRAWINGS. 26. CONTRACTOR TO PROVIDE PLUGS AND TEMPORARY BLOW -OFF ASSEMBLIES FOR TESTING AND PURITY ACCEPTANCE PRIOR TO FINAL TIE -IN. SANITARY SEWER NOTES AND SPECIFICATIONS 9. BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS WITH A LOOSE 27. ALL JOINT RESTRAINT SYSTEMS (SHACKLE RODS, NUTS, BOLTS, ETC.) SHALL BE AS MANUFACTURED BY THE STAR 1. ALL WORK MATERIALS SHALL BE IN CONFORMANCE WITH THE STANDARDS AND AVERAGE DEPTH OF 6 INCHES, MAXIMUM DEPTH OF 8 INCHES, . THOROUGHLY TAMPING. EACH LAYER TO MANUFACTURING COMPANY OF COLUMBUS OHIO, OR EQUAL, APPROVED IN WRITING BY THE PUBLIC WORKS DEPARTMENT. SPECIFICATION OF THE CITY OF RENTON UTILITY DEPARTMENT AND THE LATEST EDITION OF 95 PERCENT OF MAXIMUM DENSITY. THESE COMPACTED LAYERS MUST EXTEND FOR ONE PIPE DIAMETER THE WSDOT /APWA STANDARDS AND SPECIFICATIONS. ON EACH SIDE OF THE PIPE OR TO THE SIDE OF THE TRENCH. MATERIALS TO COMPLETE THE FILL 28. ASPHALT AND CONCRETE STREET PAVING SHALL BE SAWCUT TO A MINIMUM DEPTH OF TWO (2) INCHES. 016 MAT. OVER PIPE SHALL BE THE SAME AS DESCRIBED. STREETS MAY BE SPADE CUT. ALL SURFACE CONCRETE, PAVEMENT, SIDEWALKS, CURB, GUTTERS, AND DRIVEWAY 2. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH "STANDARD SPECIFICATIONS FOR APPROACHES SHALL BE SAWCUT TO A MINIMUM DEPTH OF TWO (2) INCHES OR REMOVED TO AN EXISTING EXPANSION JOINT. MUNICIPAL PUBLIC WORKS CONSTRUCTION" PREPARED BY WASHINGTON STATE CHAPTER 1D. OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED ROADWAY SHALL BE AMERICAN PUBLIC WORKS ASSOCIATION, LATEST EDITION (APWA) AND CITY OF RENTON $HALL E WITH CRUSHED ROCK AND MECHANICALLY COMPACTED. CUTS INTO THE EXISTING ASPHALT 29, A TEMPORARY COLD MIX ASPHALT PATCH SHAW BE PLACED ON THE DAY OF INITIAL EXCAVATION WITH A PERMANENT, STANDARD SPECIFICATIONS. SHALL BE NEATtJNE CUT WITH SAW IN A CONTINUOUS LINE. A TEMPORARY MIX PATCH MUST BE SEALED PATCH TO BE PLACED, TO CITY OF RENTON POLICY. WITHIN 10 DAYS. CALL FOR SUBGRADE INSPECTION PRIOR TO PLACED IMMEDIATELY AFTER BACKFILL AND COMPACTION. A PERMANENT HOT MIX PATCH SHALL BE PLACEMENT OF FINAL PATCH. « 3. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE PLACED WITHIN 10 DAYS AND SHALL BE PER CITY OF RENTON CURRENT STANDARDS, CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO 11. DATUM SHALL BE CITY OF RENTON, 1988 NAVD. 30. FOR CITY PROJECTS SUCH AS TELEMETRY CONDUIT, THE PVC PIPE USED SHALL BE ALL CHEMICAL PROCESS LINES SHALL AVOID DAMAGE OR DISTURBANCE. BE SCHEDULE 80 PVC PIPE. SCHEDULE 40 IN UNIMPROVED AREAS. AND SCHEDULE 80 PVC PIPE UNDER IMPROVED AREAS.' 4. CONTRACTOR IS SOLELY RESPONSIBLE FOR ME MEANS, METHODS AND SEQUENCES OF 12, ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED TO THE CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION SATISFACTION IO THE DEPARTMENT FOR THE PREVENTION OF ON -SITE EROSION AFTER THE COMPLETION OF CONSTRUCTION. SITE.. 5. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY 13, ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN PEP ��" OTHER RELATED PERMITS PRIOR TO ANY CONSTRUCTION. ACCORDANCE BRIDGE SECTION 7 OF THE CURRENT STATE OF CESSAGTON. STANDARD LING O SPECIFICATIONS FOR OF WAS' before you ROAD AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM 6. PLANS APPROVED BY THE CITY OF RENTON, PUBLIC WORKS DEPARTMENT SHALL TAKE OR THE TOP OF THE FOUNDATION MATERIAL, AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED N p� o BEDDING MATERIAL, TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED N m x PRECEDENCE OVER ALL OTHER PLANS. ON A UNIFORMLY DENSE, UNYIELDING BASE, PIPE BEDDING SHALL BE PEA GRAVEL 6 INCHES ABOVE , AND BELOW THE PIPE. 1(D p 0� -424 -5555 D1g. 1 7. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER + CONSTRUCTION IS IN PROGRESS -8 14. SANITARY SEWER PIPE SHALL BE POLY 35, OR DUCTILE IRON CLASS 50. VINYL CHLORIDE (PVC) RUBBER GASKETED ASTM D 3034, SUN 1 33 y6' AVOID CUTTING UNDERGROUND UNDERGROUND SERVICE (USA) t 6. THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH AN AS -BUILT DRAWING OF ORAL � .UTILITY LINES. N'S COSTLY THE SANITARY SEWER SYSTEM, WHICH HAS BEEN STAMPED AND SIGNED: BY A LICENSED 15. IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6 INCHES AND MAXIMUM 12 INCHES ABOVE PROFESSIONAL ENGINEER OR LICENSED PROFESSIONAL SURVEYOR, F S ED INI H GRADE. IN PAVED AREA, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING. Y c� R 3 w z w O �N U � w a 0 N w 3 O r z 0 1:3:5 MIX CONCRETE BLOCKING z 0 6" BUILDING SEWER PIPE TEE WITH 6" SIDE OUTLET 6" SIDE SEWER AND BUILDING SEWER —60" ALLOWABLE MAX. FOR CAST IRON PIPE OR DUCTILE IRON PIPE. i i PORTION OF THE NW 114 OF SEC. 10, TWN.23N., RNG 5 E., WM CITY OF RENTON, WASHINGTON PROPERTY LINE 1111m • FUTURE BUILDING SEWER w z 2 "x 4" STUD SERVICE MARKER PAINT UPPER PORTION WHITE ANS STENCIL ON SIDE >_ WORDING "SEWER" WITH 3" HIGH BLACK LETTERS. Of w AND #6 WIRE WRAPPED AROUND THE STUD AND o EXTENDED TO THE TOP OF THE STUD. x aL UNLESS OTHERWISE APPROVED BY THE CITY, MAKE TAP THROUGH CAST IRON SADDLE SECURED TO SEWER MAIN WITH STAINLESS STEEL BANDS WHEN CONNECTING NEW SIDE SEWERS TO EXISTING MAIN. VITRIFIED CLAY, PLAIN AND REINFORCED CONCRETE, D1 PIPE AND C1 PIPE SEWER MAINS ARE TO BE CORE DRILLED P�GV�g OG O�G MPy�.GR��`L GOB 2% MIN SLOPE \-\- 6" SIDE OUTLET TEE S T - SEWER MAIN 6" MIN. EWER MAIN CONCRETE BLOCKING ANGLE OF TEE AT MAIN OVER 25 TYPICAL SIDE SEWER ELEVATION ELEVATION NOTE: UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE A MINIMUM 2.5' COVER AT PROPERTY LINE OR 3 -5' LOWER THAN THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER. 10 17 96 Edited note DCV DATE REVISION I BY P COVER 6' BELOW STREET GRADE � R" PI UG 24 "x24" COMM. CLS. CONCRETE BLOCK POURED AROUND CONNECTION TO MAIN - 6" ON 6" Y BRANCH STANDARD SIDE SEWER INSTALLATION (SEWER MAIN TO PROPERTY LINE) pCY p ADOPTED CITY OF RENTON STANDARD PLANS F N O LST DATE: DATE DWG. NAME: BR39 NOTE: DO NOT USE WITHOUT WRITTEN APPROVAL OF THE WASTEWATER UTILITY. NOTE: TO RAISE TO GRADE USE STANDARD 6" SEWER PIPE LONG 6" 1/8 BEND STANDARD 5" X MAIN SIZE TEE SIDE SEWER RISER CONNECTION SEWER MAIN TO SEWER MAIN **Y�-' ADOPTED CI1T OF RENTON STANDARD PLANS LST DATE: DATE IN B AG DWG. NAME: BR08 SP PAGE: BO81 IN BY Y APPR'D BY BY SP PAGE: B079' C CO) MI MINI W W Z III- 0 ff14 Lu c W N 3 Y c� R 3 w z w O �N U � w a 0 N w 3 O r z 0 1:3:5 MIX CONCRETE BLOCKING z 0 6" BUILDING SEWER PIPE TEE WITH 6" SIDE OUTLET 6" SIDE SEWER AND BUILDING SEWER —60" ALLOWABLE MAX. FOR CAST IRON PIPE OR DUCTILE IRON PIPE. i i PORTION OF THE NW 114 OF SEC. 10, TWN.23N., RNG 5 E., WM CITY OF RENTON, WASHINGTON PROPERTY LINE 1111m • FUTURE BUILDING SEWER w z 2 "x 4" STUD SERVICE MARKER PAINT UPPER PORTION WHITE ANS STENCIL ON SIDE >_ WORDING "SEWER" WITH 3" HIGH BLACK LETTERS. Of w AND #6 WIRE WRAPPED AROUND THE STUD AND o EXTENDED TO THE TOP OF THE STUD. x aL UNLESS OTHERWISE APPROVED BY THE CITY, MAKE TAP THROUGH CAST IRON SADDLE SECURED TO SEWER MAIN WITH STAINLESS STEEL BANDS WHEN CONNECTING NEW SIDE SEWERS TO EXISTING MAIN. VITRIFIED CLAY, PLAIN AND REINFORCED CONCRETE, D1 PIPE AND C1 PIPE SEWER MAINS ARE TO BE CORE DRILLED P�GV�g OG O�G MPy�.GR��`L GOB 2% MIN SLOPE \-\- 6" SIDE OUTLET TEE S T - SEWER MAIN 6" MIN. EWER MAIN CONCRETE BLOCKING ANGLE OF TEE AT MAIN OVER 25 TYPICAL SIDE SEWER ELEVATION ELEVATION NOTE: UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE A MINIMUM 2.5' COVER AT PROPERTY LINE OR 3 -5' LOWER THAN THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER. 10 17 96 Edited note DCV DATE REVISION I BY P COVER 6' BELOW STREET GRADE � R" PI UG 24 "x24" COMM. CLS. CONCRETE BLOCK POURED AROUND CONNECTION TO MAIN - 6" ON 6" Y BRANCH STANDARD SIDE SEWER INSTALLATION (SEWER MAIN TO PROPERTY LINE) pCY p ADOPTED CITY OF RENTON STANDARD PLANS F N O LST DATE: DATE DWG. NAME: BR39 NOTE: DO NOT USE WITHOUT WRITTEN APPROVAL OF THE WASTEWATER UTILITY. NOTE: TO RAISE TO GRADE USE STANDARD 6" SEWER PIPE LONG 6" 1/8 BEND STANDARD 5" X MAIN SIZE TEE SIDE SEWER RISER CONNECTION SEWER MAIN TO SEWER MAIN **Y�-' ADOPTED CI1T OF RENTON STANDARD PLANS LST DATE: DATE IN B AG DWG. NAME: BR08 SP PAGE: BO81 IN BY Y APPR'D BY BY SP PAGE: B079' C CO) MI MINI W W Z III- 0 J Z Lu c W N 3 W f E U w W Q Q Y c� R 3 w z w O �N U � w a 0 N w 3 O r z 0 1:3:5 MIX CONCRETE BLOCKING z 0 6" BUILDING SEWER PIPE TEE WITH 6" SIDE OUTLET 6" SIDE SEWER AND BUILDING SEWER —60" ALLOWABLE MAX. FOR CAST IRON PIPE OR DUCTILE IRON PIPE. i i PORTION OF THE NW 114 OF SEC. 10, TWN.23N., RNG 5 E., WM CITY OF RENTON, WASHINGTON PROPERTY LINE 1111m • FUTURE BUILDING SEWER w z 2 "x 4" STUD SERVICE MARKER PAINT UPPER PORTION WHITE ANS STENCIL ON SIDE >_ WORDING "SEWER" WITH 3" HIGH BLACK LETTERS. Of w AND #6 WIRE WRAPPED AROUND THE STUD AND o EXTENDED TO THE TOP OF THE STUD. x aL UNLESS OTHERWISE APPROVED BY THE CITY, MAKE TAP THROUGH CAST IRON SADDLE SECURED TO SEWER MAIN WITH STAINLESS STEEL BANDS WHEN CONNECTING NEW SIDE SEWERS TO EXISTING MAIN. VITRIFIED CLAY, PLAIN AND REINFORCED CONCRETE, D1 PIPE AND C1 PIPE SEWER MAINS ARE TO BE CORE DRILLED P�GV�g OG O�G MPy�.GR��`L GOB 2% MIN SLOPE \-\- 6" SIDE OUTLET TEE S T - SEWER MAIN 6" MIN. EWER MAIN CONCRETE BLOCKING ANGLE OF TEE AT MAIN OVER 25 TYPICAL SIDE SEWER ELEVATION ELEVATION NOTE: UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE A MINIMUM 2.5' COVER AT PROPERTY LINE OR 3 -5' LOWER THAN THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER. 10 17 96 Edited note DCV DATE REVISION I BY P COVER 6' BELOW STREET GRADE � R" PI UG 24 "x24" COMM. CLS. CONCRETE BLOCK POURED AROUND CONNECTION TO MAIN - 6" ON 6" Y BRANCH STANDARD SIDE SEWER INSTALLATION (SEWER MAIN TO PROPERTY LINE) pCY p ADOPTED CITY OF RENTON STANDARD PLANS F N O LST DATE: DATE DWG. NAME: BR39 NOTE: DO NOT USE WITHOUT WRITTEN APPROVAL OF THE WASTEWATER UTILITY. NOTE: TO RAISE TO GRADE USE STANDARD 6" SEWER PIPE LONG 6" 1/8 BEND STANDARD 5" X MAIN SIZE TEE SIDE SEWER RISER CONNECTION SEWER MAIN TO SEWER MAIN **Y�-' ADOPTED CI1T OF RENTON STANDARD PLANS LST DATE: DATE IN B AG DWG. NAME: BR08 SP PAGE: BO81 IN BY Y APPR'D BY BY SP PAGE: B079' C x� MI MINI MINT N.T.S. a$� E W z$ Y c� R 3 w z w O �N U � w a 0 N w 3 O r z 0 1:3:5 MIX CONCRETE BLOCKING z 0 6" BUILDING SEWER PIPE TEE WITH 6" SIDE OUTLET 6" SIDE SEWER AND BUILDING SEWER —60" ALLOWABLE MAX. FOR CAST IRON PIPE OR DUCTILE IRON PIPE. i i PORTION OF THE NW 114 OF SEC. 10, TWN.23N., RNG 5 E., WM CITY OF RENTON, WASHINGTON PROPERTY LINE 1111m • FUTURE BUILDING SEWER w z 2 "x 4" STUD SERVICE MARKER PAINT UPPER PORTION WHITE ANS STENCIL ON SIDE >_ WORDING "SEWER" WITH 3" HIGH BLACK LETTERS. Of w AND #6 WIRE WRAPPED AROUND THE STUD AND o EXTENDED TO THE TOP OF THE STUD. x aL UNLESS OTHERWISE APPROVED BY THE CITY, MAKE TAP THROUGH CAST IRON SADDLE SECURED TO SEWER MAIN WITH STAINLESS STEEL BANDS WHEN CONNECTING NEW SIDE SEWERS TO EXISTING MAIN. VITRIFIED CLAY, PLAIN AND REINFORCED CONCRETE, D1 PIPE AND C1 PIPE SEWER MAINS ARE TO BE CORE DRILLED P�GV�g OG O�G MPy�.GR��`L GOB 2% MIN SLOPE \-\- 6" SIDE OUTLET TEE S T - SEWER MAIN 6" MIN. EWER MAIN CONCRETE BLOCKING ANGLE OF TEE AT MAIN OVER 25 TYPICAL SIDE SEWER ELEVATION ELEVATION NOTE: UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE A MINIMUM 2.5' COVER AT PROPERTY LINE OR 3 -5' LOWER THAN THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER. 10 17 96 Edited note DCV DATE REVISION I BY P COVER 6' BELOW STREET GRADE � R" PI UG 24 "x24" COMM. CLS. CONCRETE BLOCK POURED AROUND CONNECTION TO MAIN - 6" ON 6" Y BRANCH STANDARD SIDE SEWER INSTALLATION (SEWER MAIN TO PROPERTY LINE) pCY p ADOPTED CITY OF RENTON STANDARD PLANS F N O LST DATE: DATE DWG. NAME: BR39 NOTE: DO NOT USE WITHOUT WRITTEN APPROVAL OF THE WASTEWATER UTILITY. NOTE: TO RAISE TO GRADE USE STANDARD 6" SEWER PIPE LONG 6" 1/8 BEND STANDARD 5" X MAIN SIZE TEE SIDE SEWER RISER CONNECTION SEWER MAIN TO SEWER MAIN **Y�-' ADOPTED CI1T OF RENTON STANDARD PLANS LST DATE: DATE IN B AG DWG. NAME: BR08 SP PAGE: BO81 IN BY Y APPR'D BY BY SP PAGE: B079' 2" CLASS 2" TO 6" CLASS 'E' OR CLASS 'B' L6.5' MIN. 2" DEPTH OF GRIND OR SAWCUT AND REMOVE t SEE DWG# HR -05 FOR MINIMUM STANDARDS FACE OF CURB OR EDGE OF PAVEMENT 2" CLASS 'B' CENTER LINE OR 1 1/2" FULL -NIDTH OVERLAY PER KING GOUTYN STANDARDS `-«ACP CLASS 'E' OR 'B' 6" CRUSHED SURFACING TOP COURSE CRUSHED ROCK, PLOWABLE FILL OR AS REQUIRED BY ENGINEER TYPICAL PATCH FOR FLEXIBLE PAVEMENT WHEN PERPENDICULAR TO ROADWAY CENTERLINE 5- 351502 RECOMMENDED CHECKED FOR COMPLIANCE FOR APPROVAL TO CITY STANDARDS DATE DATE DALE Call before you 1- 800 - 424 -5D555 UNDERGROUND SERVICE (USA) AVOID CUTTING UNDERGROUND UTILITY LINES, IT'S COSTLY NOTE: EXISTING UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE ONLY. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE EXACT VERTICAL AND HORIZONTAL LOCATION OF ALL EXISTING UNDER- GROUND UTILITIES PRIOR TO COMMENCING CONSTRUCTION. NO REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES ARE SHOWN HEREON. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITIES NOT SHOWN OR UTILITIES NOT SHOWN IN THEIR PROPER LOCATION, CALL BEFORE YOU DIG: 1- 800- 424 -5555. MIN IMIN F MI MINI MINT N.T.S. 2" CLASS 2" TO 6" CLASS 'E' OR CLASS 'B' L6.5' MIN. 2" DEPTH OF GRIND OR SAWCUT AND REMOVE t SEE DWG# HR -05 FOR MINIMUM STANDARDS FACE OF CURB OR EDGE OF PAVEMENT 2" CLASS 'B' CENTER LINE OR 1 1/2" FULL -NIDTH OVERLAY PER KING GOUTYN STANDARDS `-«ACP CLASS 'E' OR 'B' 6" CRUSHED SURFACING TOP COURSE CRUSHED ROCK, PLOWABLE FILL OR AS REQUIRED BY ENGINEER TYPICAL PATCH FOR FLEXIBLE PAVEMENT WHEN PERPENDICULAR TO ROADWAY CENTERLINE 5- 351502 RECOMMENDED CHECKED FOR COMPLIANCE FOR APPROVAL TO CITY STANDARDS DATE DATE DALE Call before you 1- 800 - 424 -5D555 UNDERGROUND SERVICE (USA) AVOID CUTTING UNDERGROUND UTILITY LINES, IT'S COSTLY NOTE: EXISTING UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE ONLY. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE EXACT VERTICAL AND HORIZONTAL LOCATION OF ALL EXISTING UNDER- GROUND UTILITIES PRIOR TO COMMENCING CONSTRUCTION. NO REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES ARE SHOWN HEREON. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITIES NOT SHOWN OR UTILITIES NOT SHOWN IN THEIR PROPER LOCATION, CALL BEFORE YOU DIG: 1- 800- 424 -5555. U I 0 4 nn� F Y a B z 0 0 a a °o I _00 0 CV z W Q Q a I W N W Z (n UA V W � 3 = 0 u� _E �y O" x = a�s w 8 E 0: D_ Q m n n o 11 -1d Z O N EX GO RIM- 412.46 ADS N 405.81 IE 1 ".ADS S 405.74 IF .., I. 1' POWER EASEN II ( REO NO. 4043'. J._ -w_ -_ - - - - �Y, 897.2c^� FOUND 1/2" REBAR & CAP / MARKER BOARD \ £W >x T i W 6 c l c- (c) f °o (l `-1 l ` `2 5) WESTERLY LINE STORM EASEMENT REC. NO. 20030731004599 6' CYCLONE 30' FENCE I _ _ _ _ _ _ _ _ _ _ _ _ _ _ 4' CYCLONE FENCE FENCE TRANSITION ❑ EXISTING CATCH BASIN 0 EXISTING SANITARY SEWER ® EXISTING STORM DRAIN MANHOLE W EXISTING WATER VALVE P EXISTING WATER BLONDER AW EXISTING WATER METER POWER POLE /STREET LIGHT O FOUND AS NOTED 0. MONUMENT AS NOTED PORTION OF T (N~ Y4 I z ' 0 5 1�j. 0�} SCALE 1" = 30' _10' UTILITY EASEME FEN REC. N0. 81090205 5 "E __- _.- ____ -_. _ ________ 1 -FIRE HYDRANT ASSEMBLY \ 1 -8'x8' TEE (FLxFL) 1 -6 GATE VALVE (FLAW) 1 -8- ADAPTER (FLAW) 1 -8 -z4' REDUCER (FLxFL) \ 1 -4- GATE VALVE (FLxMJ) 1 -25't 6- D.I. CL52 W/ THRUST BLOCKING/ Nv \ \ \ PIP- F -20 WF -28�( WF -29 -29 WATER NOTES AND SPECIFICATIONS 2003 HE NW 1/4 OF- SEC. 10, TW N .23 N . , R N G 5 E . , Wm THESE NOTES SHALL APPEAR FOR PROJECTS FOR THE WATER UTILITY. CITY O F RENTON, WASHINGTON 2. ALL WORK MATERIAL SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE S Y D RENTON PLANNING /BUILDING /PUBLIC WORKS DEPARTMENT AND THE 1996 EDITION OF THE WSDOT /APWA STANDARDS AND SPECIFICATIONS, AS APPROVED AND MODIFIED BY THE CITY OF RENTON IN THE RENTON STANDARD PLANS & SPECIFICAnONS. A SET OF APPROVED PLANS SHALL BE KEPT ON SITE AT ALL TIMES DURING CONSTRUCTION. 3 EX. S" TEE (MJxFLxFL) 3. THE HOURS. OF WORK IN THE STREET RIGHT OF WAY SHALL BE LIMITED TO 8:30 AM TO 3:30 PM ON WEEKDAYS UNLESS w W/ PLUG OTHERWISE APPROVED IN WRITING BY THE PUBLIC WORKS DEPARTMENT AT (425) 430 -7301. THE POLICE DEPARTMENT, FIRE w ( EX. GATE VALVE DEPARTMENT, AND 911 SHALL BE NOTIFIED 24 HOURS IN ADVANCE OF ANY WORK IN THE RIGHT OF WAY. m In x IN CUNCRE IE, 1 _ _ - _ _ _ _ _ EX_ 8- WATER _ 4. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO ' IN CASE VERIFY THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE. FOR UTILITY LOCATES CALL _ 1 -8" 45° BEND 2' 48 -HOUR LOCATORS 800- 424 -5555. REMOVE EX. B" PLUG MJxMJ ( ) AND CONNECT 5. AN APPROVED TRAFFIC CONTROL PLAN IS REQUIRED TO BE SUBMITTED AT THE PRE - CONSTRUCTION MEETING. fl I -8' GATE VALVE (F %MJ) 25' 25' a e 6. ALL WATERMAIN PIPE IS TO BE CEMENT LINED DUCTILE IRON PIPE CONFORMING TO AWWA C110 AND C111 OR LATEST 6' WOOD W I w REVISION, THICKNESS CLASS 52. CEMENT MORTAR LINING AND SEAL COATING SHALL CONFORM TO AWWA C104 OR LATEST FENCE ¢ I REVISION. PIPE. JOINTS TO BE PUSH -ON OR MECHANICAL JOINT. BEDDING TO BE CLASS C. ALL DUCTILE IRON PIPE AND z �, o ( CONNECTION DETAIL FITTINGS SHALL BE POLYETHYLENE WRAPPED PER ANSI /AWWA C105/A21.5 -93 STANDARDS. .. N.T.S. aI IE 8'° DIN 407.91 IF (ADJUST SSMH RIM TO NEW GRADE) (FOUND Y' BRASS DISC WITH "X" IN CONCRETE, IN CASE, 0.0614. 6T fiET OF CALCULATED NORTH -� LINE OF PROPERTY CMP 4' CYCLONE - -FENCE 9 -SEX CB R = 411.75 ' 12" ADS NE 40 IE 50' WETLAND R EX SSMH RIM-412.33 BUFFER E Y N 20' PRIVATE. INGRESS, EGRESS & UTILITIES 8° DIN 407.06 IE I I J WF 10 W WF -8 8" DI S 407.88 1E w EX SSMH RIM = 412,38 8" 01 E 407 aI IE 8'° DIN 407.91 IF (ADJUST SSMH RIM TO NEW GRADE) (FOUND Y' BRASS DISC WITH "X" IN CONCRETE, IN CASE, 0.0614. 6T fiET OF CALCULATED NORTH -� LINE OF PROPERTY CMP 4' CYCLONE - -FENCE 9 -SEX CB R = 411.75 ' 12" ADS NE 40 IE 50' WETLAND R R BUFFER E EASEMEN 20' PRIVATE. INGRESS, EGRESS & UTILITIES -9 \ \\ A WF 10 W WF -8 -X, WF -19 \ \ WF- 14 YCWF -12 1_�JACT 18\ T� L. (i l L� WF ANGLE POINT IS 11' E \ W -16 OF WEST PROPERTY LINE VE GROWTH 4N WF -5 P OTECTION WF -17 I- _- -.____ o� a 18" ADS CULVERT 403.82 IE Sm351503 RECOMMENDED CHECKED FOR COMPLIANCE FOR APPRO TO CITY STANDARDS BY DALE BY DATE O Z BY MTE 381.69' S8 '22'25 "E 381.69 7" CYCLONE 17.5' UTILITY EASEMENT FENCE REC NO. 800624043 TO- BE- VACATED m EX SDMH m RIM= 406.41 .,..' 18" ADS N 403.77 IF 18" ADS S 403.86 IF EX CB RIM =404.56 18" ADS N 401.64 IE 18" ADS S 401.66 IE SANITARY SEWER NOTES AND SPECIFICATIONS 'I.. 7. CAST IRON AND DUCTILE IRON FITTINGS SHALL BE CEMENT LINED, PRESSURE RATED AS NOTED ON PLANS, AND IN EX CB AREA TO BE DEDICATED ACCORDANCE WITH ANSI /AWWA C710/A21.10 -87. CEMENT LINING SHALL BE IN ACCORDANCE WITH ANSI /AWWA AR RIM= 411.69 AR CITY OF TENDON C104/421/4 -90.. IF FITTINGS ARE 3 TO 12 INCHES. IN DIAMETER AND HAVE MECHANICAL JOINTS, THE FITTINGS SHALL IN 12" ADS NE 406.29 IE FOR ROAD RIGHT OF WAY ACCORDANCE WITH EITHER ANSI /AWWA C110- A21.10 -87 OR ANSI /AWWA C153/A21.53 -94. THREE (3) INCH TO 12 INCH ' 12" ADS SW 408.29 IF DIAMETER FITTINGS, WHICH HAVE MECHANICAL JOINTS ANO /OR FLANGED JOINTS, SHALL BE IN ACCORDANCE WITH ANSI /AWWA ICB EX SSMH C110/A21.10.87 OR A COMBINATION OF ANSI /AWWA C110/A21.10.87 AND ANSI /AWWA C153/A21.53 -94 SUCH THAT THE RIM= 474.65 PORTION OF THE FITTING WITH A MECHANICAL JOINT(S) MAY BE WITH ANSI /AWWA C153/A21.53 -94 AND THAT PORTION OF 8" DI W 408.32 IE THE FITTING PATH FLANGED JOINT(S) SHALL BE IN ACCORDANCE WITH AWWA C110/A21.10 -87. ACCEPTANCE TESTING IN 7, SEE CONNECTION 8" DI E 408.751E ACCORDANCE WITH SECTION 53.53 OF ANSI /AWWA SECTION 10 -4.3 OF ANSI /AWWA ClIO/A21.10 -87 SHALL BE OBTAINED. BY DETAIL ABOVE 6' CYCLONE 6" PVC S 408.48 IE NEw FENCE ( ) THE CONTRACTOR AND TRANSMITTED TO THE OWNER. 8. GALE. VALES SHALL BE IRON BODY, BRONZED- MOUNTED, DOUBLE DISC WITH BRONZE WEDGING DEVICE AND 0 -RING STUFFING BOX. (AWWA C500) OR OF RESILIENT SEATED TYPE (AWWA C509). VALVES SHALL BE DESIGNED FOR A MINIMUM K WATE ID WATER OPERATING PRESSURE OF 200 PSI. GATE VALVES SHALL BE CLOW LIST 14, MUELLER COMPANY NO. A2380 OR .A & - (�a 7., h EX: CURB & GUTTER H. V i NE E 9, S m° 9. FIRE HYDRANTS SHALL BE COREY TYPE (OPENING WITH THE PRESSURE) OR COMPRESSION TYPE (OPENING AGAINST 412 s 5 -PVC 2X EX. DRIVEWAY PRESSURE) CONFORMING TO AWWA 0- 502 -85 WITH A 6 INCH MECHANICAL JOINT INLET AND A MAIN VALVE OPENING (M.V.O.) OF 5 -1/4 INCH, TWO 2 -1/2 INCH HOSE NOZZLES WITH NATIONAL STANDARD :THREADS 7 -1/2 THREADS PER INCH - AND ONE 4 INCH PUMPER NOZZLE WITH THE NEW SEATTLE PATTERN 6 THREADS PER INCH, 60 DEGREES V. THREADS: OUTSIDE DIAMETER OF MALE THREAD 4.875 AND ROOT DIAMETER 4.6263, HYDRANTS SHALL HAVE A 1 -1/4 INCH PENTAGON OPERATING NUT OPENED BY TURNING COUNTER CLOCKWISE (LEFT). ... SSCO co ' 70. THE TWO 2-1/2 INCH HOSE NOZZLES SHALL BE FITTED WITH CAST IRON THREADED CAPS WITH OPERATING NUT OF THE IE =408.62 I CO} ' SAME DESIGN AND PROPORTIONS AS THE HYDRANT STEM NUT. CAPS SHALL BE FITTED WITH SUITABLE .NEOPRENE GASKETS �37'N « - D.I. CL52 JJ IE =405.78 OrTO6 -' -- - FOR POSITIVE WATER TIGHTNESS UNDER TEST PRESSURES. T `` \4- .I. CL52 � 97. THE 4 INCH PUMPER NOZZLE SHALL BE FITTED WITH A STORZ ADAPTER, 4 INCH SEATTLE THREAD X 5 INCH STORZ. 3 EX SIDEWALK TO REMAIN PORTION SHALL HAVE NO LUGS FORGED SCREWS 180 DEGREES APART, STORZ SOORZ FACE0TO BEA TAD, NO GASKET KET TO kse 4 WEATHER. STORZ CAP TO HAVE SYNTHETIC MOLDED RUBBER GASKET, AND SHALL BE ATTACHED TO HYDRANT ADAPTER -4. 4 BEND JxMJ) ) WTi 1/8 INCH, COATED, STAINLESS STEEL, AIRCRAFT CABLE. / THR T BLO ING I Iw MIN FF ' r° -' ioz ( OR APPROVED TUTS SHALL BE PAINTED WITH TWO COATS OF PAINT. PRESERVATIVE PAINT NUMBER 43 -655 SAFETY YELLOW 412.00 MIN FF z 412.00 r ' ) 13. PUMPER CONNECTION TO FACE ROADWAY ASSEMBLY. 140' 6- PVC _. O 0 OX GRADE R ASE REQUIRED (� - � 74. FIRE HYDRANTS SHALL BE INSTALLED PER CITY OF TENDON STANDARD DETAIL FOR FIRE HYDRANTS, LATEST REVISION. 15. ALL WATERMAINS 10 INCHES AND SMALLER TO MAINTAIN A MINIMUM COVER OF 36 INCHES BELOW FINISH GRADE. ALL " T I / -- WATERMAIN 12 INCHES AND LARGER SHALL BE AT A MINIMUM OF 48 INCHES BELOW FINISH GRADE. WHERE UnJTY : I � CONFLICTS OCCUR, WATERMAINS ARE TO BE LOWERED TO CLEAR. FOUND i " 2 REBAR t ' / &CAP TAMP "HANS S � ED EN 29464" \ - :;; 16. ALL WATERMAINS 6 INCHES AND LARGER IN DIAMETER SHALL BE CLEANED WITH PIPE CLEANING "PIGS" PRIOR TO 2 +01.1 0'1 W ( DISINFECTION. THE "POLY PIGS" SHALL BE GIRARD INDUSTRIES AQUA SWAB -AS OR APPROVED EQUAL, 2 LB /CU. T. 0 0 DENSITY FOAM WITH 90A DUROMETER URETHANE RUBBER COATI CO ® 130' «8' PVC O .50X NO ON THE REAR OF PIG ONLY. _ d '- m GRADE RELEASE REQUIRED( Z -2- P MANEN 201 PRIVATE C f \ 17. "PIGS" SHALL BE CYLINDER SHAPED WITH BULLET NOSE OR SQUARE END. THE CONTRACTOR WILL PERFORM THE $, lE =409.13 0 8.0. A EMBLY NOIRES EGRESS o \ CLEANING OPERATION. & TILITIES Pi EA MENT IE 881 \ 18. ALL WATERMAINS AND SERVICES SHALL BE PRESSURE TESTED TO A MINIMUM OF 200 PSI OR 150 PSI OVER OPERATING. METERS F " LO R ( PRESSURE, IN ACCORDANCE WITH THE SPECIFICATIONS OF THE CITY OF RENTON AND THE WASHINGTON STATE HEALTH DEPARTMENT. ALL PRESSURE TESTING SHALL BE DONE IN THE PRESENCE OF A REPRESENTATIVE OF THE CITY OF RENTON. FOUND 1/2- DEBAR & CAP THE QUANTITY OF WATER LOST FROM THE MAIN SHALL NOT EXCEED THE NUMBER OF GALLONS PER HOUR AS LISTED IN CITY WF 3X �- X F -4 / 1 RU 4 STAMPED "HANSEN 21464' OF RENTON STANDARD PLANS & SPECIFICATIONS 7- 11.3(11).. THE LOSS IN PRESSURE SHALL NOT EXCEED 5 PSI DURING THE MI FF \ t 412 00 2 MIN F 0.1'W ` / 2 HOUR TEST PERIOD. 412.00 \ / 19. ALL WATERMAINS AND SERVICES SHALL BE DISINFECTED BY THE INJECTION OF A 50 PPM (MINIMUM CONCENTRAnON) -2)< 6' WOOD \ \ CHLORINE /WATER SOLUTION. DRY CALCIUM HYPOCHLORITE SHALL NOT BE PLACED IN THE PIPE AS LAID. CHLORINE SHALL / FENCE \ \ / REFS TIERED /ABOVE. INJECTED IN ACCORDANCE WITH SECTION 7- 11.3(12)E OR 7- 11.3(12)F OF THE STANDARD SPECIFICATIONS 20. A PRE - CONSTRUCTION CONFERENCE IS REQUIRED PRIOR TO ANY CONSTRUCTION. A MINIMUM OF FIVE (5) WORKING DAYS Oro C° o SSG \ / NOTICE IS REQUIRED FOR SCHEDULING. - WE- / 21. TWENTY -FOUR (24) HOURS NOTICE WILL BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION. / / / 22. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR TO STARTING / CONSTRUCTION. ELINEATION 7' CYCLONE / / �� 23. INSTALLATION OF CORPORATE STOPS, WATER SERVICES, LINES AND METERS SHALL NOT BE DONE UNTIL ALL SERVICE _ FENCE \ AGREEMENTS, METER APPLICATIONS, CONSTRUCTION PERMITS, AND PAYMENT OF FEES HAVE BEEN MADE TO THE CITY OF BY ALDERDNORTHWEST / TENDON. I. ALL WORK MATERIALS SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATION OF THE CITY OF RENTON UnUTY DEPARTMENT AND THE LATEST EDITION OF THE WSOOT /APWA STANDARDS AND SPECIFICATIONS. 2. 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. 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. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION SITE. 5. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY OTHER RELATED PERMITS PRIOR TO ANY CONSTRUCTION. 6. PLANS APPROVED BY THE CITY OF RENTON, PUBLIC WORKS DEPARTMENT SHALL TAKE PRECEDENCE OVER ALL OTHER PLANS. 7. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. B. 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. 24. ALL CONNECTION TO EXISTING MAINS IS TO BE ACCOMPLISHED BY THE CITY OF RENTON, EXCEPT WET TAPS, WHICH MAY / \ BE MADE BY APPROVED WET TAP CONTRACTORS WITH PRIOR APPROVAL FROM THE PUBLIC WORKS DEPARTMENT. ALL / Z NECESSARY EXCAVATION AND MATERIALS ARE TO BE SUPPLIED BY THE CONTRACTOR AND BE ON -SITE PRIOR TO CITY / \ NOTIFICATIONS. 25. INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY DEVELOPMENT SERVICES TWENTY FOUR (24) HOURS IN ADVANCE OF BACKFILLING ALL CONSTRUCTION. THE CONTRACTOR, AS WELL AS THE ENGINEERS, SHALL KEEP AS -BUILT DRAWINGS. 26. CONTRACTOR TO PROVIDE PLUGS AND TEMPORARY BLOW -OFF ASSEMBLIES FOR TESTING AND PURITY ACCEPTANCE PRIOR TO FINAL TIE -IN, 9. BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS NTH A LOOSE 27. ALL JOINT RESTRAINT SYSTEMS (SHACKLE RODS, NUTS, BOLTS, ETC.) SHALL BE AS MANUFACTURED BY THE STAR AVERAGE DEPTH OF 6 INCHES, MAXIMUM DEPTH OF 8 INCHES, THOROUGHLY TAMPING EACH LAYER TO MANUFACTURING COMPANY OF COLUMBUS OHIO, OR EQUAL, APPROVED IN WRITING BY THE PUBLIC WORKS DEPARTMENT. 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 28. ASPHALT AND CONCRETE STREET PAVING SHALL BE SAWCUT TO A MINIMUM DEPTH OF TWO (2) INCHES. OIL MAT OVER PIPE SHALL BE THE SAME AS DESCRIBED. STREETS MAY BE SPADE CUT. ALL SURFACE CONCRETE, PAVEMENT, SIDEWALKS, CURB, GUTTERS, AND DRIVEWAY 10, OPEN CUT ROAD CROSSINGS FOR UTUTY TRENCHES ON EXISTING TRAVELED ROADWAY SHALL BE APPROACHES SHALL BE SAWCUT TO A MINIMUM DEPTH OF TWO (2) INCHES OR REMOVED TO AN EXISTING EXPANSION JOINT. SACKR LED WITH CRUSHED ROCK AND MECHANICALLY COMPACTED. CUTS INTO THE EXISTING ASPHALT 29. A TEMPORARY COLD MIX ASPHALT PATCH SHALL BE PLACED ON THE DAY OF INITIAL EXCAVATION WITH A PERMANENT, SHALL BE NEATUNE CUT WITH SAW IN A CONTINUOUS LINE. A TEMPORARY MIX PATCH MUST BE SEALED PATCH TO BE PLACED, TO CITY OF RENTON POLICY, WITHIN 10 DAYS, CALL FOR SUBGRADE INSPECTION PRIOR TO PLACED IMMEDIATELY AFTER SACKFUL AND COMPACTION, A PERMANENT HOT MIX PATCH SHALL BE PLACEMENT OF FINAL PATCH.. PLACED WITHIN 10 DAYS AND SHALL BE PER CITY OF RENTON CURRENT STANDARDS. 11. DATUM SHALL BE CITY OF RENTON, 1968 NAVD. 30. FOR CITY PROJECTS SUCH AS TELEMETRY CONDUIT, THE PVC PIPE USED SHALL BE ALL CHEMICAL PROCESS LINES SHALL BE SCHEDULE 80 PVC PIPE. SCHEDULE 40 IN UNIMPROVED AREAS AND SCHEDULE 80 PVC PIPE UNDER IMPROVED AREAS. 12. 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. 13, ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN S.�jUPj_,i' ACCORDANCE WITH SECTION ast ON 7 OF THE CURRENT STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR OY WAy C ROAD AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM before you OR THE TOP OF THE FOUNDATION MATERIAL, AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED ,J r•° 4a BEDDING MATERIAL, TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED o m; . ON I', UNIFORMLY DENSE, UNYIELDING BASE. PIPE BEDDING SHALL BE PEA GRAVEL 6 INCHES ABOVE yy�� Q D AND BELOW THE PIPE. U� 1 -$00- 424 -55 5 t 14. `:IANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER GASKETED ASTM D 3034, SDR 133 ssPPNNTT``°° UNDERGROUND SERVICE (USA) 35, OR DUCTILE IRON CLASS 50. 1 AVOID CUTTING UNDERGROUND SIOIYAL UnLITY LINES. IT'S COSTLY 15. IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6 INCHES AND MAXIMUM 12 INCHES ABOVE FINISHED GRADE. IN PAVED AREA COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING CO ® 130' «8' PVC O .50X NO ON THE REAR OF PIG ONLY. _ d '- m GRADE RELEASE REQUIRED( Z -2- P MANEN 201 PRIVATE C f \ 17. "PIGS" SHALL BE CYLINDER SHAPED WITH BULLET NOSE OR SQUARE END. THE CONTRACTOR WILL PERFORM THE $, lE =409.13 0 8.0. A EMBLY NOIRES EGRESS o \ CLEANING OPERATION. & TILITIES Pi EA MENT IE 881 \ 18. ALL WATERMAINS AND SERVICES SHALL BE PRESSURE TESTED TO A MINIMUM OF 200 PSI OR 150 PSI OVER OPERATING. METERS F " LO R ( PRESSURE, IN ACCORDANCE WITH THE SPECIFICATIONS OF THE CITY OF RENTON AND THE WASHINGTON STATE HEALTH DEPARTMENT. ALL PRESSURE TESTING SHALL BE DONE IN THE PRESENCE OF A REPRESENTATIVE OF THE CITY OF RENTON. FOUND 1/2- DEBAR & CAP THE QUANTITY OF WATER LOST FROM THE MAIN SHALL NOT EXCEED THE NUMBER OF GALLONS PER HOUR AS LISTED IN CITY WF 3X �- X F -4 / 1 RU 4 STAMPED "HANSEN 21464' OF RENTON STANDARD PLANS & SPECIFICATIONS 7- 11.3(11).. THE LOSS IN PRESSURE SHALL NOT EXCEED 5 PSI DURING THE MI FF \ t 412 00 2 MIN F 0.1'W ` / 2 HOUR TEST PERIOD. 412.00 \ / 19. ALL WATERMAINS AND SERVICES SHALL BE DISINFECTED BY THE INJECTION OF A 50 PPM (MINIMUM CONCENTRAnON) -2)< 6' WOOD \ \ CHLORINE /WATER SOLUTION. DRY CALCIUM HYPOCHLORITE SHALL NOT BE PLACED IN THE PIPE AS LAID. CHLORINE SHALL / FENCE \ \ / REFS TIERED /ABOVE. INJECTED IN ACCORDANCE WITH SECTION 7- 11.3(12)E OR 7- 11.3(12)F OF THE STANDARD SPECIFICATIONS 20. A PRE - CONSTRUCTION CONFERENCE IS REQUIRED PRIOR TO ANY CONSTRUCTION. A MINIMUM OF FIVE (5) WORKING DAYS Oro C° o SSG \ / NOTICE IS REQUIRED FOR SCHEDULING. - WE- / 21. TWENTY -FOUR (24) HOURS NOTICE WILL BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION. / / / 22. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR TO STARTING / CONSTRUCTION. ELINEATION 7' CYCLONE / / �� 23. INSTALLATION OF CORPORATE STOPS, WATER SERVICES, LINES AND METERS SHALL NOT BE DONE UNTIL ALL SERVICE _ FENCE \ AGREEMENTS, METER APPLICATIONS, CONSTRUCTION PERMITS, AND PAYMENT OF FEES HAVE BEEN MADE TO THE CITY OF BY ALDERDNORTHWEST / TENDON. I. ALL WORK MATERIALS SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATION OF THE CITY OF RENTON UnUTY DEPARTMENT AND THE LATEST EDITION OF THE WSOOT /APWA STANDARDS AND SPECIFICATIONS. 2. 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. 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. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION SITE. 5. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY OTHER RELATED PERMITS PRIOR TO ANY CONSTRUCTION. 6. PLANS APPROVED BY THE CITY OF RENTON, PUBLIC WORKS DEPARTMENT SHALL TAKE PRECEDENCE OVER ALL OTHER PLANS. 7. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. B. 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. 24. ALL CONNECTION TO EXISTING MAINS IS TO BE ACCOMPLISHED BY THE CITY OF RENTON, EXCEPT WET TAPS, WHICH MAY / \ BE MADE BY APPROVED WET TAP CONTRACTORS WITH PRIOR APPROVAL FROM THE PUBLIC WORKS DEPARTMENT. ALL / Z NECESSARY EXCAVATION AND MATERIALS ARE TO BE SUPPLIED BY THE CONTRACTOR AND BE ON -SITE PRIOR TO CITY / \ NOTIFICATIONS. 25. INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY DEVELOPMENT SERVICES TWENTY FOUR (24) HOURS IN ADVANCE OF BACKFILLING ALL CONSTRUCTION. THE CONTRACTOR, AS WELL AS THE ENGINEERS, SHALL KEEP AS -BUILT DRAWINGS. 26. CONTRACTOR TO PROVIDE PLUGS AND TEMPORARY BLOW -OFF ASSEMBLIES FOR TESTING AND PURITY ACCEPTANCE PRIOR TO FINAL TIE -IN, 9. BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS NTH A LOOSE 27. ALL JOINT RESTRAINT SYSTEMS (SHACKLE RODS, NUTS, BOLTS, ETC.) SHALL BE AS MANUFACTURED BY THE STAR AVERAGE DEPTH OF 6 INCHES, MAXIMUM DEPTH OF 8 INCHES, THOROUGHLY TAMPING EACH LAYER TO MANUFACTURING COMPANY OF COLUMBUS OHIO, OR EQUAL, APPROVED IN WRITING BY THE PUBLIC WORKS DEPARTMENT. 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 28. ASPHALT AND CONCRETE STREET PAVING SHALL BE SAWCUT TO A MINIMUM DEPTH OF TWO (2) INCHES. OIL MAT OVER PIPE SHALL BE THE SAME AS DESCRIBED. STREETS MAY BE SPADE CUT. ALL SURFACE CONCRETE, PAVEMENT, SIDEWALKS, CURB, GUTTERS, AND DRIVEWAY 10, OPEN CUT ROAD CROSSINGS FOR UTUTY TRENCHES ON EXISTING TRAVELED ROADWAY SHALL BE APPROACHES SHALL BE SAWCUT TO A MINIMUM DEPTH OF TWO (2) INCHES OR REMOVED TO AN EXISTING EXPANSION JOINT. SACKR LED WITH CRUSHED ROCK AND MECHANICALLY COMPACTED. CUTS INTO THE EXISTING ASPHALT 29. A TEMPORARY COLD MIX ASPHALT PATCH SHALL BE PLACED ON THE DAY OF INITIAL EXCAVATION WITH A PERMANENT, SHALL BE NEATUNE CUT WITH SAW IN A CONTINUOUS LINE. A TEMPORARY MIX PATCH MUST BE SEALED PATCH TO BE PLACED, TO CITY OF RENTON POLICY, WITHIN 10 DAYS, CALL FOR SUBGRADE INSPECTION PRIOR TO PLACED IMMEDIATELY AFTER SACKFUL AND COMPACTION, A PERMANENT HOT MIX PATCH SHALL BE PLACEMENT OF FINAL PATCH.. PLACED WITHIN 10 DAYS AND SHALL BE PER CITY OF RENTON CURRENT STANDARDS. 11. DATUM SHALL BE CITY OF RENTON, 1968 NAVD. 30. FOR CITY PROJECTS SUCH AS TELEMETRY CONDUIT, THE PVC PIPE USED SHALL BE ALL CHEMICAL PROCESS LINES SHALL BE SCHEDULE 80 PVC PIPE. SCHEDULE 40 IN UNIMPROVED AREAS AND SCHEDULE 80 PVC PIPE UNDER IMPROVED AREAS. 12. 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. 13, ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN S.�jUPj_,i' ACCORDANCE WITH SECTION ast ON 7 OF THE CURRENT STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR OY WAy C ROAD AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM before you OR THE TOP OF THE FOUNDATION MATERIAL, AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED ,J r•° 4a BEDDING MATERIAL, TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED o m; . ON I', UNIFORMLY DENSE, UNYIELDING BASE. PIPE BEDDING SHALL BE PEA GRAVEL 6 INCHES ABOVE yy�� Q D AND BELOW THE PIPE. U� 1 -$00- 424 -55 5 t 14. `:IANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER GASKETED ASTM D 3034, SDR 133 ssPPNNTT``°° UNDERGROUND SERVICE (USA) 35, OR DUCTILE IRON CLASS 50. 1 AVOID CUTTING UNDERGROUND SIOIYAL UnLITY LINES. IT'S COSTLY 15. IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6 INCHES AND MAXIMUM 12 INCHES ABOVE FINISHED GRADE. IN PAVED AREA COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING I. ALL WORK MATERIALS SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATION OF THE CITY OF RENTON UnUTY DEPARTMENT AND THE LATEST EDITION OF THE WSOOT /APWA STANDARDS AND SPECIFICATIONS. 2. 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. 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. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION SITE. 5. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY OTHER RELATED PERMITS PRIOR TO ANY CONSTRUCTION. 6. PLANS APPROVED BY THE CITY OF RENTON, PUBLIC WORKS DEPARTMENT SHALL TAKE PRECEDENCE OVER ALL OTHER PLANS. 7. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. B. 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. 24. ALL CONNECTION TO EXISTING MAINS IS TO BE ACCOMPLISHED BY THE CITY OF RENTON, EXCEPT WET TAPS, WHICH MAY / \ BE MADE BY APPROVED WET TAP CONTRACTORS WITH PRIOR APPROVAL FROM THE PUBLIC WORKS DEPARTMENT. ALL / Z NECESSARY EXCAVATION AND MATERIALS ARE TO BE SUPPLIED BY THE CONTRACTOR AND BE ON -SITE PRIOR TO CITY / \ NOTIFICATIONS. 25. INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY DEVELOPMENT SERVICES TWENTY FOUR (24) HOURS IN ADVANCE OF BACKFILLING ALL CONSTRUCTION. THE CONTRACTOR, AS WELL AS THE ENGINEERS, SHALL KEEP AS -BUILT DRAWINGS. 26. CONTRACTOR TO PROVIDE PLUGS AND TEMPORARY BLOW -OFF ASSEMBLIES FOR TESTING AND PURITY ACCEPTANCE PRIOR TO FINAL TIE -IN, 9. BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS NTH A LOOSE 27. ALL JOINT RESTRAINT SYSTEMS (SHACKLE RODS, NUTS, BOLTS, ETC.) SHALL BE AS MANUFACTURED BY THE STAR AVERAGE DEPTH OF 6 INCHES, MAXIMUM DEPTH OF 8 INCHES, THOROUGHLY TAMPING EACH LAYER TO MANUFACTURING COMPANY OF COLUMBUS OHIO, OR EQUAL, APPROVED IN WRITING BY THE PUBLIC WORKS DEPARTMENT. 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 28. ASPHALT AND CONCRETE STREET PAVING SHALL BE SAWCUT TO A MINIMUM DEPTH OF TWO (2) INCHES. OIL MAT OVER PIPE SHALL BE THE SAME AS DESCRIBED. STREETS MAY BE SPADE CUT. ALL SURFACE CONCRETE, PAVEMENT, SIDEWALKS, CURB, GUTTERS, AND DRIVEWAY 10, OPEN CUT ROAD CROSSINGS FOR UTUTY TRENCHES ON EXISTING TRAVELED ROADWAY SHALL BE APPROACHES SHALL BE SAWCUT TO A MINIMUM DEPTH OF TWO (2) INCHES OR REMOVED TO AN EXISTING EXPANSION JOINT. SACKR LED WITH CRUSHED ROCK AND MECHANICALLY COMPACTED. CUTS INTO THE EXISTING ASPHALT 29. A TEMPORARY COLD MIX ASPHALT PATCH SHALL BE PLACED ON THE DAY OF INITIAL EXCAVATION WITH A PERMANENT, SHALL BE NEATUNE CUT WITH SAW IN A CONTINUOUS LINE. A TEMPORARY MIX PATCH MUST BE SEALED PATCH TO BE PLACED, TO CITY OF RENTON POLICY, WITHIN 10 DAYS, CALL FOR SUBGRADE INSPECTION PRIOR TO PLACED IMMEDIATELY AFTER SACKFUL AND COMPACTION, A PERMANENT HOT MIX PATCH SHALL BE PLACEMENT OF FINAL PATCH.. PLACED WITHIN 10 DAYS AND SHALL BE PER CITY OF RENTON CURRENT STANDARDS. 11. DATUM SHALL BE CITY OF RENTON, 1968 NAVD. 30. FOR CITY PROJECTS SUCH AS TELEMETRY CONDUIT, THE PVC PIPE USED SHALL BE ALL CHEMICAL PROCESS LINES SHALL BE SCHEDULE 80 PVC PIPE. SCHEDULE 40 IN UNIMPROVED AREAS AND SCHEDULE 80 PVC PIPE UNDER IMPROVED AREAS. 12. 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. 13, ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN S.�jUPj_,i' ACCORDANCE WITH SECTION ast ON 7 OF THE CURRENT STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR OY WAy C ROAD AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM before you OR THE TOP OF THE FOUNDATION MATERIAL, AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED ,J r•° 4a BEDDING MATERIAL, TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED o m; . ON I', UNIFORMLY DENSE, UNYIELDING BASE. PIPE BEDDING SHALL BE PEA GRAVEL 6 INCHES ABOVE yy�� Q D AND BELOW THE PIPE. U� 1 -$00- 424 -55 5 t 14. `:IANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER GASKETED ASTM D 3034, SDR 133 ssPPNNTT``°° UNDERGROUND SERVICE (USA) 35, OR DUCTILE IRON CLASS 50. 1 AVOID CUTTING UNDERGROUND SIOIYAL UnLITY LINES. IT'S COSTLY 15. IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6 INCHES AND MAXIMUM 12 INCHES ABOVE FINISHED GRADE. IN PAVED AREA COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING 13, ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN S.�jUPj_,i' ACCORDANCE WITH SECTION ast ON 7 OF THE CURRENT STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR OY WAy C ROAD AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM before you OR THE TOP OF THE FOUNDATION MATERIAL, AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED ,J r•° 4a BEDDING MATERIAL, TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED o m; . ON I', UNIFORMLY DENSE, UNYIELDING BASE. PIPE BEDDING SHALL BE PEA GRAVEL 6 INCHES ABOVE yy�� Q D AND BELOW THE PIPE. U� 1 -$00- 424 -55 5 t 14. `:IANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER GASKETED ASTM D 3034, SDR 133 ssPPNNTT``°° UNDERGROUND SERVICE (USA) 35, OR DUCTILE IRON CLASS 50. 1 AVOID CUTTING UNDERGROUND SIOIYAL UnLITY LINES. IT'S COSTLY 15. IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6 INCHES AND MAXIMUM 12 INCHES ABOVE FINISHED GRADE. IN PAVED AREA COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING