Loading...
HomeMy WebLinkAboutzS-3364SetSURFACE WATER DRAINAGE NOTES AND SPECIFICATIONS 1. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE - CONSTRUCTION MEETING MUST BE HELD WITH THE CITY OF RENTON PLAN REVIEWER. 2. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE 1996 STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION PREPARED BY WSDOT AND THE AMERICAN PUBLIC WORKS ASSOCIATION (APWA), AS AMENDED BY THE CITY OF RENTON PUBLIC WORKS DEPARTMENT. 3. THE SURFACE WATER DRAINAGE SYSTEM SHALL BE CONSTRUCTED ACCORDING TO THE APPROVED PLANS, WHICH ARE ON FILE IN THE PUBLIC WORKS DEPARTMENT. ANY DEVIATION FROM THE APPROVED PLANS WILL REQUIRE WRITTEN APPROVAL FROM THE CITY OF RENTON PUBLIC WORKS DEPARTMENT, SURFACE WATER UTILITY SECTION. 4. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 5. DATUM SHALL BE NAVD 88 UNLESS OTHERWISE APPROVED BY THE CITY OF RENTON PUBLIC WORKS DEPARTMENT. REFERENCE BENCHMARK AND ELEVATIONS ARE NOTED ON THE PLANS. 6. ALL SEDIMENTATION /EROSION FACILITIES MUST BE IN OPERATION PRIOR TO CLEARING AND BUILDING CONSTRUCTION, AND THEY MUST BE SATISFACTORILY MAINTAINED UNTIL CONSTRUCTION IS COMPLETED AND THE POTENTIAL FOR ON -SITE EROSION HAS PASSED. Z ALL RETENTION /DETENTION FACILITIES MUST BE INSTALLED AND IN OPERATION PRIOR TO OR IN CONJUNCTION WITH ALL CONSTRUCTION ACTIVITY UNLESS OTHERWISE APPROVED BY THE PUBLIC WORKS DEPARTMENT, SURFACE WATER UTILITY SECTION. 8. GRASS SEED MAY BE APPLIED BY HYDROSEEDING. THE GRASS SEED MIXTURE, OTHER THAN CITY OF RENTON APPROVED STANDARD MIXES, SHALL BE SUBMITTED BY A LANDSCAPE ARCHITECT AND APPROVED BY THE PUBLIC WORKS DEPARTMENT, SURFACE WATER UTILITY SECTION. 9. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH SECTION 7- 023(1) OF THE CURRENT STATE OF WASHINGTON STANDARD SPECIFICATION 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. ALL PIPE BEDDING SHALL BE APWA CLASS "C ", WITH THE EXCEPTION OF PVC PIPE. ALL TRENCH BACKFILL SHALL BE COMPACTED TO MINIMUM 95% FOR PAVEMENT AND STRUCTURAL FILL AND 90% OTHERWISE PER ASTM D- 1557 -70. PEA GRAVEL BEDDING SHALL BE 6 INCHES OVER AND UNDER PVC PIPE. 10. GALVANIZED STEEL PIPE AND ALUMINIZED STEEL PIPE FOR ALL DRAINAGE FACILITIES SHALL HAVE ASPHALT TREATMENT #1 OR BETTER INSIDE AND OUTSIDE. 11. STRUCTURES SHALL NOT BE PERMITTED WITHIN 10 FEET OF THE SPRING LINE OF ANY STORM DRAINAGE PIPE, OR 15 FEET FROM THE TOP OF ANY CHANNEL BANK. 12. ALL CATCH BASIN GRATES SHALL BE DEPRESSED 0.10 FEET BELOW PAVEMENT LEVEL. 13. OPEN CUT ROAD CROSSINGS THROUGH EXISTING PUBLIC RIGHT OF WAY WILL NOT BE ALLOWED UNLESS SPECIFICALLY APPROVED BY CITY OF RENTON PLANNING /BUILDING /PUBLIC WORKS ADMINISTRATOR. 14. ROCK FOR EROSION PROTECTION OF ROADSIDE DITCHES, WHERE REQUIRED, SHALL BE OF SOUND QUARRY ROCK PLACED TO A DEPTH OF ONE (1) FOOT AND MUST MEET THE FOLLOWING SPECIFICATIONS. 4 - 8 INCH ROCK / 40 - 70% PASSING, 2 - 4 INCH ROCK / 30 - 40% PASSING, AND LESS THAN 2 INCH ROCK / 10 - 20% PASSING. 15. ALL BUILDING DOWNSPOUTS AND FOOTING DRAINS SHALL BE CONNECTED TO THE STORM DRAINAGE SYSTEM, UNLESS APPROVED BY THE CITY PLAN REVIEWER OR SURFACE WATER UTILITY SECTION. AN ACCURATELY DIMENSIONED, CERTIFIED AS -BUILT DRAWING OF THIS DRAINAGE SYSTEM WILL BE SUBMITTED TO THE CITY UPON COMPLETION. 16. ISSUANCE OF THE BUILDING OR CONSTRUCTION PERMITS BY THE CITY OF RENTON DOES NOT RELIEVE THE OWNER OF 774E CONTINUING LEGAL OBLIGATION AND /OR LIABILITY CONNECTED WITH STORM SURFACE WATER DISPOSITION. FURTHER, THE CITY OF RENTON DOES NOT ACCEPT ANY OBLIGATION FOR THE PROPER FUNCTIONING AND MAINTENANCE OF THE SYSTEM PROVIDED DURING CONSTRUCTION. 17. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARD, SAFETY DEVICES, PROTECTIVE EQUIPMENT, FLAGGERS, AND ANY OTHER NEEDED ACTIONS TO PROTECT THE LIFE, HEALTH, AND SAFETY OF THE PUBLIC, AND TO PROTECT PROPERTY IN CONNECTION WITH THE PERFORMANCE OF WORK COVERED BY THE CONTRACT. ANY WORK WITHIN THE TRAVELED RIGHT OF WAY THAT MAY INTERRUPT NORMAL TRAFFIC FLOW SHALL REQUIRE A TRAFFIC CONTROL PLAN APPROVE BY THE PUBLIC WORKS DEPARTMENT, TRANSPORTATION SYSTEMS DIVISION. ALL SECTIONS OF THE WSDOT STANDARD SPECIFICATIONS 1 -07 -23 TRAFFIC CONTROL SHALL APPLY. 18. SPECIAL DRAINAGE MEASURES WILL BE REQUIRED IF THE PROJECT LOCATION IS WITHIN THE AQUIFER PROTECTION AREA (APA). 19. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE - CONSTRUCTION MEETING MUST BE HELD WITH THE CITY OF RENTON, PUBLIC WORKS DESIGN ENGINEER. 20. ALL LIMITS OF CLEARING AND AREAS OF VEGETATION PRESERVATION AS PRESCRIBED ON 774E PLAN(S) SHALL BE CLEARLY FLAGGED IN THE FIELD AND OBSERVED DURING CONSTRUCTION. 21. ALL REQUIRED SEDIMENTATION /EROSION CONTROL FACILITIES MUST BE CONSTRUCTED AND IN OPERATION PRIOR TO LAND CLEARING AND /OR CONSTRUCTION TO ENSURE THAT SEDIMENT LADEN WATER DOES NOT ENTER THE NATURAL DRAINAGE SYSTEM. ALL EROSION AND SEDIMENT FACILITIES SHALL BE MAINTAINED IN A SATISFACTORY CONDITION UNTIL SUCH TIME THAT CLEARING AND /OR CONSTRUCTION IS COMPLETE AND POTENTIAL FOR ON -SITE EROSION HAS PASSED. THE IMPLEMENTATION, MAINTENANCE, REPLACEMENT AND ADDITIONS TO EROSION /SEDIMENTATION CONTROL SYSTEMS SHALL BE THE RESPONSIBILITY OF THE PERMITEE. 22. THE EROSION AND SEDIMENTATION CONTROL SYSTEMS DEPICTED ON THIS DRAWING ARE INTENDED TO BE MINIMUM REQUIREMENTS TO MEET ANTICIPATED SITE CONDITIONS. AS CONSTRUCTION PROGRESSES AND UNEXPECTED OR SEASONAL CONDITIONS DICTATE, THE PERMITEE SHALL ANTICIPATE THAT MORE EROSION AND SEDIMENTATION CONTROL FACILITIES WILL BE NECESSARY TO ENSURE COMPLETE SILTATION CONTROL ON THE PROPOSED SITE. DURING THE COURSE OF CONSTRUCTION, IT SHALL BE THE OBLIGATION AND RESPONSIBILITY OF THE PERMITEE TO ADDRESS ANY NEW CONDITIONS THAT MAY BE CREATED BY THE ACTIVITIES AND TO PROVIDE ADDITIONAL FACILITIES, OVER AND ABOVE MINIMUM REQUIREMENTS, AS MAY BE NEEDED, TO PROTECT ADJACENT PROPERTIES AND WATER QUALITY OF THE RECEIVING DRAINAGE SYSTEM. 23. APPROVAL OF THIS PLAN IS FOR EROSION /SEDIMENTATION CONTROL ONLY. IT DOES NOT CONSTITUTE AN APPROVAL OF STORM DRAINAGE DESIGN, SIZE NOR LOCATION OF PIPES, RESTRICTORS, CHANNELS, OR RETENTION FACILITIES. 24. DURING THE TIME PERIOD OF OCTOBER 1ST THROUGH APRIL 30TH, ALL PROJECT DISTRIBUTED SOIL AREAS GREATER THAN 5,000 SQUARE FEET, THAT ARE TO BE LEFT UN- WORKED FOR MORE THAN 12 HOURS, SHALL BE COVERED BY MULCH, SODDING OR PLASTIC COVERING. 25. IN ANY AREA WHICH HAS BEEN STRIPPED OF VEGETATION AND WHERE NO FURTHER WORK IS ANTICIPATED FOR A PERIOD 30 DAYS OR MORE, ALL DISTURBED AREAS MUST BE IMMEDIATELY STABILIZED WITH MULCHING, GRASS PLANTING OR OTHER APPROVED EROSION CONTROL TREATMENT APPLICABLE TO THE TIME OF YEAR. GRASS SEEDING ALONE WILL BE ACCEPTABLE ONLY DURING THE MONTHS OF APRIL THROUGH SEPTEMBER, INCLUSIVE. SEEDING MAY PROCEED, HOWEVER, WHENEVER IT IS IN THE INTEREST OF THE PERMITEE BUT MUST BE AUGMENTED WITH MULCHING, NETTING OR OTHER TREATMENT APPROVED BY THE CITY OF RENTON, OUTSIDE THE SPECIFIED TIME PERIOD. WAS of h P 32464 O FCISTER� SS�ONAL E' EXPIRES: 06128/0] 3350 Monte Villa Parkway Bothell, Washington 98021 -8972 (425)951 -4800 (425)951 -4808 whpacifiac NE 114 SEC. 19, TWP. 23 N., RGE 5 E. WATER UTILITY NOTES AND SPECIFICATIONS 1. THESE NOTES SHALL APPEAR FOR PROJECTS FOR THE WATER UTILITY. 2. ALL WORK MATERIAL SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF 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 & SPECIFICATIONS. A SET OF APPROVED PLANS SHALL BE KEPT ON SITE AT ALL TIMES DURING CONSTRUCTION. 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. FOR UTILITY LOCATES CALL 48 -HOUR LOCATORS 800- 424 -5555. 4. ALL WATERMAIN PIPE IS TO BE CEMENT LINED DUCTILE IRON PIPE CONFORMING TO AWWA C110 AND C111 OR LATEST REVISION, THICKNESS CLASS 52. CEMENT MORTAR LINING AND SEAL COATING SHALL CONFORM TO AWWA C104 OR LATEST REVISION. PIPE JOINTS TO BE PUSH -ON OR MECHANICAL JOINT. BEDDING TO BE CLASS C. ALL DUCTILE IRON PIPE AND FITTINGS SHALL BE POLYETHYLENE WRAPPED PER ANSI /AWWA C105/A21.5 -93 STANDARDS. 5. CAST IRON AND DUCTILE IRON FITTINGS SHALL BE CEMENT LINED, PRESSURE RATED AS NOTED ON PLANS, AND IN ACCORDANCE WITH ANSI /AWWA C110/A21.10 -87. CEMENT LINING SHALL BE IN ACCORDANCE WITH ANSI /AWWA C104142114 -90. IF FITTINGS ARE 3 TO 12 INCHES IN DIAMETER AND HAVE MECHANICAL JOINTS, THE FITTINGS SHALL IN ACCORDANCE WITH EITHER ANSI /AWWA C110- A21.10 -87 OR ANSI /AWWA C153/A21.53 -94. THREE (3) INCH TO 12 INCH DIAMETER FITTINGS, WHICH HAVE MECHANICAL JOINTS AND /OR FLANGED JOINTS, SHALL BE IN ACCORDANCE WITH ANSI /AWWA C110/A21.10.87 OR A COMBINATION OF ANSI /AWWA C110/A21.10.87 AND ANSI /AWWA C153/A21.53 -94 SUCH THAT THE PORTION OF THE FITTING WITH A MECHANICAL JOINT(S) MAY BE WITH ANSI /AWWA C153/A21.53 -94 AND THAT PORTION OF THE FITTING WITH FLANGED JOINT(S) SHALL BE IN ACCORDANCE WITH AWWA C110/A21.10 -87. ACCEPTANCE TESTING IN ACCORDANCE WITH SECTION 53.53 OF ANSI /AWWA SECTION 10 -4.3 OF ANSI /AWWA C11O/A21.10-87 SHALL BE OBTAINED BY THE CONTRACTOR AND TRANSMITTED TO THE OWNER. 6. GATE VALES SHALL BE IRON BODY, BRONZED - MOUNTED, DOUBLE DISC WITH BRONZE WEDGING DEVICE AND O -RING STUFFING BOX (AWWA C500) OR OF RESILIENT SEATED TYPE (AWWA C509). VALVES SHALL BE DESIGNED FOR A MINIMUM WATER OPERATING PRESSURE OF 200 PSI. GATE VALVES SHALL BE CLOW LIST 14, MUELLER COMPANY NO. A2380 OR M & H. 7. ALL WATERMAINS 10 INCHES AND SMALLER TO MAINTAIN A MINIMUM COVER OF 36 INCHES BELOW FINISH GRADE. ALL WATERMAIN 12 INCHES AND LARGER SHALL BE AT A MINIMUM OF 48 INCHES BELOW FINISH GRADE WHERE UTILITY CONFLICTS OCCUR, WATERMAINS ARE TO BE LOWERED TO CLEAR. 8. ALL WATERMAINS AND SERVICES SHALL BE PRESSURE TESTED TO A MINIMUM OF 200 PSI OR 150 PSI OVER OPERATING 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. THE QUANTITY OF WATER LOST FROM THE MAIN SHALL NOT EXCEED THE NUMBER OF GALLONS PER HOUR AS LISTED IN CITY OF RENTON STANDARD PLANS & SPECIFICATIONS 7- 11.3(11). THE LOSS IN PRESSURE SHALL NOT EXCEED 5 PSI DURING THE 2 HOUR TEST PERIOD. 9. ALL WATERMAINS AND SERVICES SHALL BE DISINFECTED BY THE INJECTION OF A 50 PPM (MINIMUM CONCENTRATION) CHLORINE /WATER SOLUTION. DRY CALCIUM HYPOCHLORITE SHALL NOT BE PLACED IN THE PIPE AS LAID. CHLORINE SHALL BE METERED /INJECTED IN ACCORDANCE WITH SECTION 7- 11.3(12)E OR 7- 11.3(12)F OF THE STANDARD SPECIFICATIONS REFERENCED ABOVE. 10. A PRE - CONSTRUCTION CONFERENCE IS REQUIRED PRIOR TO ANY CONSTRUCTION. A MINIMUM OF FIVE (5) WORKING DAYS NOTICE IS REQUIRED FOR SCHEDULING. 11. TWENTY -FOUR (24) HOURS NOTICE WILL BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION. 12. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR TO STARTING CONSTRUCTION. 13. INSTALLATION OF CORPORATE STOPS, WATER SERVICES, LINES AND METERS SHALL NOT BE DONE UNTIL ALL SERVICE AGREEMENTS, METER APPLICATIONS, CONSTRUCTION PERMITS, AND PAYMENT OF FEES HAVE BEEN MADE TO THE CITY OF RENTON. 14. 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 NECESSARY EXCAVATION AND MATERIALS ARE TO BE SUPPLIED BY THE CONTRACTOR AND BE ON -SITE PRIOR TO CITY NOTIFICATIONS. 15. 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. 16. CONTRACTOR TO PROVIDE PLUGS AND TEMPORARY BLOW -OFF ASSEMBLIES FOR TESTING AND PURITY ACCEPTANCE PRIOR TO FINAL TIE -IN. 17 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. CITY OF RENTON STANDARD 1 ALL MATERIALS AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH THE CITY OF RENTON STANDARD AND SUPPLEMENTAL SPECIFICATIONS EXCEPT WHERE OTHERWISE NOTED IN THESE STANDARDS. MATERIALS AND WORKMANSHIP ARE REQUIRED TO BE IN CONFORMANCE WITH STANDARDS FOR THE STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION PREPARED BY THE WASHINGTON STATE CHAPTER OF THE AMERICAN PUBLIC WORKS ASSOCIATION (APWA) AND THE WASHINGTON STATE DEPARTMENT OF TRANSPORTATION ( WSDOT) AND SHALL COMPLY WITH THE CURRENT EDITION, AS MODIFIED BY THE CITY OF RENTON SUPPLEMENTAL SPECIFICATIONS. REVISION SANITARY SEWER NOTES AND SPECIFICATIONS 1. ALL WORK MATERIALS SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATION OF THE CITY OF RENTON UTILITY DEPARTMENT AND THE LATEST EDITION OF THE WSDOT /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. 8. 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. 9. 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. 10. DATUM SHALL BE CITY OF RENTON, 1988 NAVD. 11. 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. 12. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH SECTION 7 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 INCHES ABOVE AND BELOW THE PIPE ` 13. SANITARY SEWER PIPE ;SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER GASKETED ASTM D 3034, SDR 35, OR DUCTILE IRON CLASSO. 14. 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. GENERAL SPECIFICATIONS: 1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE WSDOT /APWA STANDARD SPECIFICATIONS (LATEST EDITION) FOR ROAD, BRIDGE, -AND MUNICIPAL CONSTRUCTION AND CITY OF RENTON STANDARDS. IT SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO CORRECT ANY ERROR, OMISSION, OR VARIATION FROM THE ABOVE REQUIREMENTS FOUND IN THESE PLANS. ALL CORRECTIONS SHALL BE AT NO ADDITIONAL COST OR LIABILITY TO THE OWNER. 2. UTILITIES AND GRADES SHALL BE CONSTRUCTED PER THE APPROVED PLANS. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 3. CONSTRUCTION NOISE SHALL BE LIMITED AS PER CITY OF RENTON CODE. 4. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO OBTAIN ALL CONSTRUCTION EASEMENTS AND RIGHT -OF -WAY PERMITS NECESSARY BEFORE INITIATING OFFSITE WORK WITHIN THE ROAD RIGHTS -OF -WAY. 5. FRANCHISED UTILITIES OR OTHER INSTALLATIONS THAT ARE NOT SHOWN ON THESE APPROVED PLANS SHALL NOT BE CONSTRUCTED UNLESS-AN APPROVED SET OF PLANS IS SUBMITTED TO THE CITY OF RENTON THREE DAYS PRIOR TO CONSTRUCTION. 6. WHERE A NEW PIPE CLEARS AN EXISTING OR NEW UTILITY BY 6- INCHES OR LESS, STYROFOAM BLOCKING SHALL BE INSTALLED AS A CUSHION BETWEEN THE TWO UTILITIES. 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARDS, SAFETY DEVICES, PROTECTIVE EQUIPMENT, FLAGGERS, AND ANY OTHER NEEDED ACTIONS TO PROTECT THE LIFE, HEALTH, AND SAFETY OF WORKERS AND OF THE PUBLIC, AND TO PROTECT PROPERTY IN CONNECTION WITH THE PERFORMANCE OF WORK COVERED BY THE CONTRACTOR. ANY WORK WITHIN THE TRAVELED RIGHT -OF -WAY THAT MAY INTERRUPT NORMAL TRAFFIC FLOW SHALL REQUIRE AT LEAST ONE FLAGGER FOR EACH LANE OF TRAFFIC AFFECTED. ALL SECTIONS OF THE WSDOT STANDARD SPECiFICATIONS 1 -07.23 TRAFFIC CONTROL, SHALL APPLY. 8. EXISTING UTILITIES AND UNDERGROUND STRUCTURES SHOWN ON THE PLAN ARE BASED UPON THE BEST AVAILABLE PUBLIC RECORDS AND \OR PRIVATE RECORDS AS SUPPLIED BY THE PROJECT OWNER AND \OR DATA OBTAINED VERBALLY FROM OWNERS OR OFFICIALS ASSOCIATED WITH THE PARTICULAR UTILITY. NEITHER THE OWNER NOR THE ENGINEER GUARANTEE THE ACCURACY OR COMPLETENESS OF THIS INFORMATION AND ASSUME NO RESPONSIBILITY FOR IMPROPER LOCATIONS OR FAILURE TO SHOW UTILITY LOCATIONS ON THE CONSTRUCTION PLANS. OTHER UNDERGROUND FACILITIES NOT SHOWN ON THE DRAWINGS MAY BE ENCOUNTERED DURING THE COURSE OF THE WORK. ALL INVERT ELEVATIONS SHOWN ON THE DRAWINGS SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. 9. IF EXISTING UTILITIES ARE DAMAGED, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE OWNER AND THE ENGINEER. THE CONTRACTOR SHALL RESTORE THE UTILITY TO ITS EXISTING CONDITION. (WSDOT SECTION 1 -07.17 APWA SUPPLEMENT). 10. IF CHANGED CONDITIONS ARE ENCOUNTERED, THE CONTRACTOR SHALL NOTIFY THE ENGINEER PROMPTLY OF (1) PREDEVELOPED SUBSURFACE CONDITIONS DIFFERING FROM THOSE INDICATED IN THE PLANS, OR (2) PREDEVELOPED UNKNOWN SUBSURFACE CONDITIONS, OF AN UNUSUAL NATURE, DIFFERING MATERIALLY FROM THOSE ORDINARILY ENCOUNTERED AND GENERALLY RECOGNIZED AS INHERENT IN WORK OF THE CHARACTER PROVIDED FOR IN THE CONTRACT. THE CONTRACTOR AND /OR THE OWNER SHALL MAKE NO CLAIMS TO THE ENGINEER FOR COMPENSATION FOR EXTRA WORK RESULTING FROM CHANGED CONDITIONS UNLESS THE ENGINEER OR OWNER HAS APPROVED THE WORK IN WRITING. ( WSDOT SEC 1 ?04.7) 11. WHERE THE PLANS CALL FOR UTILITIES TO BE RELOCATED BY OTHERS, THE CONTRACTOR SHALL NOTIFY THE UTILITY COMPANY AND COORDINATE HIS WORK SO AS TO AVOID CONFLICTS. 12. ALL EXCAVATION, TRENCHING, SUBGRADE PREPARATION, FILL PLACEMENT AND COMPACTION AND ALL SOIL WORK IN GENERAL SHALL BE CONDUCTED IN COMPLIANCE WITH THE RECOMMENDATIONS OF THE PROJECT SOILS ENGINEER. 13. THE CONTRACTOR SHALL BE RESPONSIBLE FOR HIRING A PROFESSIONAL LAND SURVEYOR TO REFERENCE EXISTING MONUMENTS ON OR ADJOINING THE SITE PRIOR TO DEMOLITION OR CONSTRUCTION ACTIVITIES AND TO REESTABLISH SAID POINTS AT PROJECT COMPLETION. THIS REESTABLISHMENT SHALL BE DOCUMENTED BY RECORD OF SURVEY OR CORNER RECORD AS DESCRIBED IN W.A.C. 332 -120. 14. GROUNDWATER CONDITIONS VARY SEASONALLY. THE CONTRACTOR IS REQUIRED TO REVIEW THE PROJECT SOILS INFORMATION AND OR PERFORM A SITE VISIT TO FAMILIARIZE HIMSELF WITH GROUNDWATER CONDITIONS ON -SITE AND WITHIN THE IMMEDIATE AREA.' DEWATERING OF UTILITY TRENCHES SHALL BE CONSIDERED INCIDENTAL TO THE PROJECT AND INCLUDED IN THE 'BID AMOUNT. SCALEIroM_°o�iac omcHm: HCS cxrc ­ HG'S I ar �LL sc]�l DATUM xmf1FH ,.. ... ROLL 201-6, FR N I W 2- 2 Checked for Compliance to City Standards 4 01 j 6 } CITY OF 06/26/08 RENTON TIFFANY PARK ACTIVITY BUILDING CITY OF RENTON Planning /Building /Public Works Dept. NOTES C1.1 2- 5 SC„N� CDR -5Vw)I A- NNNNAfi ,NIM2220Q7 5- 3seaol Ls,�) W35b4o�LxnN� W n 0 Lu _J LL_ 3350 Monte Villa Parkway Bothell, Washington 96021 -8972 (425)951 -4600 (425)951 -4800 nhpecifi.- NE 114 SEC. 21, TWP. 23 N., RGE 5 E. APPROXIMATE LOCATION i � EXISTING DOMESTIC WATER SERVICE t CUT AND CAP ®MAIN I, ,r STORM MH 1 AXIST.D L A710N \ \ \ (SEWER LID) lI EXIST. DOM STIC RIM 370.34 WATER SE VICE PLUGGED IRRIGATION 0 \ \ CONTROL BOX m D -0- _ _ o INSTALL WYE SSCO a D -- i I ON EXISTING S MAIN RIM = (MATCH E 1ST.) \ • I i 6 (FIELD VERIFY \ LOCATION PRI R TO HAN coNSrnuc770) /) 1 APPROX. LO A77ON � EXIST. SIDE EWER _ f SEWER MH 1 \ RIM 372.81' 1 6• \ MAIN LINE / 3 �\ CL FL 354.81 • (S NE) \� 6 INSTALL SSCO \ RIM373.0 f (,'3, 1-373.0 � ND R \ YPE I CB - 374.87' \ IF CONC (N) 372.75• IF 4 PVC (E) 373.06' IE 8•' ONC (E) 372.71' 4° FOOTING) IE 8" C C (W) 371.81" DRAIN G. EMOVE RM DRAIN , NNEC770 TO EXIS77N - B DING AND SE EXISTI G , lr KNO KOUT TO NECT R IM"1 LEAD AND FO0 G D S� � 1 \ I I TYPE 1 CB RIM 367.35' \� ' !E 3•' PVC (N) 366.70' \ IE 3'• PVC (S) 365.63• 1 IF 8'• CONC (E) 364.95' \ \ lE 8" CONC (W) 365.05• \ \ WAS roe 7' 35 T EAEO \ \�� ss)ONAL E EXPIRES' "9I28I01 REVISION EXlsr. Hn - - - - - - NEW HYD. ?�, ,• os 16!.61 l: OM . am n\ oo -- H��18THCT a' e�aeJ is �6 `,.�,� !i ' !6 a 91.99 JJ �tLYJ -r+'2• _- T \ ACm1TY BLDG. " ; om ow \ \ \ I rl.es a is.0 eJ.etF'r r Y 122V Y'27, Jr �• \ \ 1 . ei [ .foal "arm• ' \ \ 260 sTo 15 °l'4 SCALE uj A \ \ \ 1! vi -�_'_- S.E, rq D60 TH cr 0130 fo OIAd'm 77.) '" • °-sT -ri 'f \ \\ \ APPROX. LOCATION FIRE HYDRANT LOCATION. MAP \ 1 0 m 0 BASKETBALL COURT NEW SIDEWALK SHOWN FOR REFERENCE ONLY. FLATWORK TO BE INSTALLED UNDER SEPARATE Go,_ CT/PERMIT. HOOP POST % EXISTING 12° STE WATER LINE RIM 377.16' IE 3" PVC (NW f J76.36 \ I �- A EXISTING TREES T REMAIN, \ (APPROXIMATE LOC�710N) VERTICAL DATUM G \ \ \ NAVD'88 \ BENCH MARK. ❑ TYPE 1 CATCH BASIN '5 CITY OF RENTON MONUMENT 1857: MONUMENT IN CASE W/ TACK IN LEAD 4.° CONC MON w� \, .\ wi BRASS racK —� 0 _6' BELOW RIM - 1 C• F—MATER SERVICE MOTER INT. SE 16TH STREET IE= 373.90 C3.O \\ \& \ �7 ,C •� & MONROE COURT SE ELEV. = 413.38 US FT 76,0 ` j GAS METER f _ T —1 360 ` \ \ NEAT LINE Cl 3 '\ EXISTING ASPFFHHHHMMAAAHLT _ P AND PATCH L'3.0 CUT IN (BY 2-"J� 3> 1 — X - T 6 DED — 6° GATE VALVE (FLNw) - -_- 1 18 D 1 — — TELEPHONE PAINT LINE ( (�1 —�- \ v' (12- STEEL TO 12T00�.) �- CONC. BLOCK _ F(� �z D CONIC -FIRE HYDRANT ASSEMBLY PER LEGEND GRAVEL RENTON STD DETAIL NO. 8 -102 3 P (- RIM 377.16' IE 3" PVC (NW f J76.36 \ I �- A EXISTING TREES T REMAIN, ® MONUMENT 37640 q,g0 - ' •0 G \ \ C TRACTOR TO1PRO CT FROM - 1 DA GE DURING c,ONSTR,UC77 N. � ,, \ & HANDICAP PARKING SYMBOL @ STORM DRAIN MANHOLE ❑ TYPE 1 CATCH BASIN SDC RIM 376.0 6 4.° CONC MON w� \, .\ wi BRASS racK —� 0 _6' BELOW RIM - 0 SEWER MANHOLE m POWER JUNCTION BOX IE= 373.90 C3.O \\ `. LIGHT POLE 76,0 ` j GAS METER f _ T —1 360 ` \ DECIDUOUS TREE _ P A a CONIFEROUS TREE: F FIR 3> TEL PED 1 T 6 DED 1 18 D 1 — — TELEPHONE PAINT LINE Re —�- — P — POWER PAINT LINE — _S_ — SEWER PAINT LINE _ F(� �z D CONIC _ _ _� /J RI 37x.42 1 IE •' CONC (W) 377.87' — — D— — STORM DRAIN LINE GRAVEL 12 D PLAY AREA n� •� 1 I N EXISTING BUILDING IMPERVIOUS AREA: 740 SF 11 t PROPOSED BUILDING IMPERVIOUS AREA: 2,000 SF SWING sfr o'P G `EDGE PAVEMEN7" SCALE 20 0 10 20 40 ( FEET) Checked for Compliance to City Standards 36 "F 1 INCH = 20 FT o N COMMENTS ABN 6/30/06 06/26/06 o61 ° "E� ".n r%l7+rA+ r � " =20' " °" s% >�- CITY OF TIFFANY PARK ACTIVITY BUILDING RENTON CITY OF RENTON x - E0"E°NFH °� ° iN N DATUM Works Dept. GRADING & UTILITY PLAN C2 uscuc Planning /Building /Public IF NOT ONE INCH °0 BY DATE APPR -1 NFH -- oaol "— 4 �.5 ROLE 2-D-6 FR 2 2.2 SGAN" CD.R 3�s}D� JUN 822007 5- 33e4ou5) W 33b4o 2Cxn�� 13 w 0 O FILTER FABRIC MATERIAL 60" WIDE U ROLLS. USE STAPLES OR WIRE RINGS TO W ATTACH FABRIC TO WIRE. 2" BY 2" 14 GA. WIRE _j _ FABRIC OR EQUIV. LL IT 2 10 NOWT BURY BOTTOM OF FABRIC (D FROM SHEET RUNOFF OR FOLLOWING DISCHARGE MATERIAL IN 8" BY 12" V FROM A SEDIMENT TRAP OR POND. - �'- - - - - - - - TRENCH 2. MAXIMUM SLOPE STEEPNESS PERPENDICULAR fir- 6' Q TO FENCE 2. LINE iS 1: 1. U MAX LI w J 3. MAXIMUM SHEET OR OVERLAND FLOW PATH LENGTH TO THE FENCE OF 100 FT. Z FILTER FABRIC MATERIAL U m 4. IF 50% OR LESS OF THE SOIL, . BY WEIGHT, IS F 6" FINE PARTICLES SMALLER THAN THE U.S. 2" BY 2" BY 14 GA. STANDARD SIEVE Na 200, THE EOS SHOULD BE WIRE FABRIC OF EQUIV. EQUAL TO OR SMALLER THAN THE SIEVE SIZE d > THAT 85% OF THE SOIL CAN PASS THROUGH. 2'-0" I- 5. THE TRENCH SHALL BE BACKFILLED WITH 314" 5• -0" U MINIMUM DIAMETER WASHED GRAVEL. PROVIDE 3/4" - 1.5" - 1• Q WASHED GRAVEL BACKFILL 6. FILTER FABRIC FENCES SHALL BE REMOVED IN TRENCH AND ON BOTH I i WHEN THEY HAVE SERVED THEIR USEFUL SIDES OF FILTER FENCE -1 8• Ir PURPOSE, BUT NOT BEFORE THE UPSLOPE AREA FABRIC ON THE SURFACE. MIN. Q HAS BEEN PERMANENTLY STABILIZED. WOOD T ALT. 0- 7. FILTER FABRIC FENCES SHALL BE INSPECTED STEEL FENCE POSTS. IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL. ANY Z REPAIRS SHALL BE MADE IMMEDIATELY. BRUSH BARRIER Q NTS LL LL FILTER FABRIC FENCE �1� I- SCALE, N.T.S. C3.0 NEW A.C. PAVEMENT U U 3 3 6 -1/2" MIN. CSBC 95% OF MAX. DRY DENSITY PER ASTM D1557 1'MIN. 11'MIN. _3" A.C. CLASS B 1 ' MIN LOOP DOWN To CENTERLINE IF SERVICE LINE TO HOUSE I� �J 14' i" TO BE INSTALLED IN THE FUNRE GALVANIZED INSTALL FORD C14 -33 OR 44 FIDT PLUG x COMPRESSION COUPLING 95% OF MAXIMUM 4' MIN. 16" DRY DENSITY PER SEE PIPE BEDDING + ASTM D1557 O.D. N DETAIL 92% OF MAXIMUM t < (425)951 -4800 (425)951 -4808 DRY DENSITY PER NOTE: ALL METER BOXES INSTALLED WITHIN CONCRETE OR PAVED CAST -IRON EQUAL TO OLYMPIC FOUNDARY. EXPANSION ON BOTH SIDES OF METER BOX. DRIVEWAYS SHALL BE JOINTS MUSH BE INSTALLED ASTM D1557 EXPIRES: 08128107 Planners Engineers a a 'C REVISION + 1 ' MIN LOOP DOWN To CENTERLINE IF SERVICE LINE TO HOUSE I� �J 14' i" TO BE INSTALLED IN THE FUNRE GALVANIZED INSTALL FORD C14 -33 OR 44 FIDT PLUG x COMPRESSION COUPLING Z 16" PIPE SEE PIPE BEDDING + CORPORATION STOP. FORD TAPERED THREAD COPPERSETTER FOR 1" (CC). QUICK JOINT MGDONALD BRASS: 21- O.D. N DETAIL (3/4° F7000 -3 -G) OR AY MCOONALD 47010 BOTH INLET AND OUTLET (i" FIOOO -4 -G) OR AY MCDONALD 4701Q PADLOCK WINGS ON INLET VALVE ON OUTLET. ALL QUICK JOINT. < (425)951 -4800 (425)951 -4808 NOTE: ALL METER BOXES INSTALLED WITHIN CONCRETE OR PAVED CAST -IRON EQUAL TO OLYMPIC FOUNDARY. EXPANSION ON BOTH SIDES OF METER BOX. DRIVEWAYS SHALL BE JOINTS MUSH BE INSTALLED 4" MIN. EXPIRES: 08128107 Planners Engineers a a FOUNDATION LEVEL REVISION I--- *W MAX- -I NOTE: SHORING SHALL COMPLY *W MAX = 1.5 X PIPE I.D. + 18" MIN. WITH THE REQUIREMENTS OF SECTION 7- 08.3(1)B "SHORING" FOR PIPE I.D. > 18 "I.D. OF THE 2002 WSDOT/APWA FOR 27" PIPE I.D., W MAX = 4' -10" STANDARD SPECIFICATIONS TRENCH AND SAWCUT DETAIL SCALE: N. Ts. C4.0 NE 114 SEC. 21, TWP. 23 N., RGE 5 E. ^° INLET WITH GRATE STAKE STAKES FILTER FABRIC WASHED GRAVEL RUNOFF WATER WITH SEDIMENT IIN NOTES: BURIED FILTER FABRIC 1. EXTEND THE FILTER FENCE /WIRE MESH BEYOND THE INLET OPENING AT LEAST 18" ON ALL SIDES. 2. PLACE 314" TO 3•• GRAVEL OVER THE FILTER FABRIC /WIRE MESH. THE DEPTH OF GRAVEL SHOULD BE AT LEAST 12" OVER THE ENTIRE INLET OPENING. 3. IF THE GRAVEL FILTER BECOMES CLOGGED WITH SEDIMENT, THE GRAVEL MUST BE PULLED AWAY FROM THE INLET AND CLEANED OR REPLACED. AN ALTERNATIVE APPROACH WOULD BE TO USE THE CLOGGED GRAVEL AS FILL AND PUT FRESH GRAVEL AROUND THE INLET. FILTER FABRIC FENCE INLET BARRIER SCALE: N.T.S. C3.O DETECTABLE ALTERNATE MARKING TAPE I VERTICAL TRENCH %v ALTERNATE _____-LAID-BACK TRENCH 6" MIN 2 + 0. D. a_ 4" MIN. a FOUNDATION LEVEL FLEXIBLE pjpE BEDDING MATERIAL NOTES. 1. PROVIDE UNIFORM SUPPORT UNDER BARREL. 2. HAND TAMP UNDER HAUNCHES. 3. COMPACT BEDDING MATERIAL TO 95% MAXIMUM DENSITY EXCEPT DIRECTLY OVER PIPE. HAND TAMP ONLY. 4. REFER TO STANDARD SPECIFICATIONS FOR CALCULATION OF TRENCH WIDTH, WHICH SHALL BE THE MAXIMUM TRENCH WIDTH. 5. REFER TO STANDARD SPECIFICATIONS FOR FOUNDATION, BEDDING AND BACKFILL MATERIAL REQUIREMENTS. 6. COMPLY WITH ALL SAFETY ORDERS RELATING TO TRENCH CONSTRUCTION. PIPE BEDDING DETAIL 4 SCALE: N.T.S. C3.0 A A SECTION A -A B B FILTERED WATER I : 13 "x24" PLASTIC METER BOX EQUAL TO MID - STATES PLASTIC, INC. BCF SERIES MSBCF 1324 -18 WITH 1.75" THICK DUCTILE IRON DIAMOND PLATE COVER EQUAL TO MID - STATES PLASTICS, INC. MSC6C- 1324 -R WITH READER LID AND 1 -518" DRILLED HOLE FOR TOUCHREAD PIT LID (SEE DETAIL A -A) 9" MIN 12" MAX FINISH GRADE 2 � 36" MIN COVER 22 -1/2' NEW DUCTILE / IRON WAIERMAIN GT/ PIPING PIPING w IN UNIMPROVED RIGHT OF W WAY INSTALL METER BOX AT PROPERTY LINE WITH 12" w LONG COPPER TAILPIECE 0 SIDEWALK o TOUCHREAD WATER METER TO BE 12" SUPPLIED BY THE I ? CITY 0 TYPE "K" SOFT N n U COPPER TUBING ,��':`' _ ' LOOP DOWN To CENTERLINE IF SERVICE LINE TO HOUSE I� �J 14' i" TO BE INSTALLED IN THE FUNRE GALVANIZED INSTALL FORD C14 -33 OR 44 FIDT PLUG x COMPRESSION COUPLING PLUG TO BE SEALED OF WATER MAIN TO PROVIDE SLACK IN COPPER COPPERSETER FOR 5/e SERVICE LINE TO METER. OR McDONALO BRASS: 314 -8- 2470 -2 WITH CHECK VALVE ON OUTLET "x3/4° MEER: FORD VBH72- i5W- 44 -3JG, 21- 215WCQQJJ, OR MUELLER: ANGLE BALL VALVE ON INLET AND SINGLE IN SAME MANNER AS MAIN SEWER CORPORATION STOP. FORD TAPERED THREAD COPPERSETTER FOR 1" (CC). QUICK JOINT MGDONALD BRASS: 21- METER: FORD VBH72- 15W- 44 -44G, OR 415WCQQ44, OR MUELLER: 1 -8- 2470 -2 6" CLEANOUT DETAIL AN 6/30/0 sGK.t-ao: (3/4° F7000 -3 -G) OR AY MCOONALD 47010 BOTH INLET AND OUTLET (i" FIOOO -4 -G) OR AY MCDONALD 4701Q PADLOCK WINGS ON INLET VALVE ON OUTLET. ALL QUICK JOINT. WITH PACK JOINT WITH GRIPPER. ANGLE BALL VALVE AND SINGLE CHECK PACK -JOINT FITTINGS SHALL BE WITH (425)951 -4800 (425)951 -4808 NOTE: ALL METER BOXES INSTALLED WITHIN CONCRETE OR PAVED CAST -IRON EQUAL TO OLYMPIC FOUNDARY. EXPANSION ON BOTH SIDES OF METER BOX. DRIVEWAYS SHALL BE JOINTS MUSH BE INSTALLED SCALE xoRaoNr DATUM EXPIRES: 08128107 Planners Engineers A- A REVISION ' DRILL 1 -518" VIA. HOLE FOR AMR (AUTOMATIC METER READ) TOUCHREAD DEVICE ROLL L - - - MIN. FROM NEAREST AND FR AND FRONT EDGE OF PIT LID 0 FIR 1 I TYPICAL RIB J '1 NOTE: THE CENTER OF THE HOLE MUST BE AT LEAST 1" FROM UNDERNEATH RIBS UNLESS THE RIB SPACING ALLO 5 THE NUT TO TIGHTEN AGAINST THE OPEN SIDE OF MORE THAN ONE RIB. - 2'_0" -I 1 " WATER METER DETAIL 5 CONCRETE CLASS IT 1 SCALE: N. T. S. C3.0 3000 IjLL- 12 "d FIBER JOINT WATER TIGHT PLUG PACKING 45' (1/8) BEND PIPE MATERIAL AS SPECIFIED BY THE 5,l 6 „: 8'Tr -{ 4" SECTION B -B CAST IRON RING AND COVER PLUG TO BE SEALED IN SAME MANNER AS MAIN SEWER JOINTS. 6" CLEANOUT DETAIL AN 6/30/0 sGK.t-ao: 6 SCALE: N.T.S. (425)951 -4800 (425)951 -4808 5_135(0403 Checked for Compliance to City Standards c. CITY OF Ub /Lb /U TIFFANY PARK ACTIVITY BUILDING REN TON CITY OF RENTON P� aa*wG no Planning /Building /Public Works Dept. DETAILS C3.0 5 a: . c� . R- �31G4os +61200, 5 531.4o5(su+N� Aj w "53Hf4 oS�Yf1`I) "r � o ni 0 A 3360 Monte Villa Parkway 1 RESPONSE TO PERMIT REVIEW COMMENTS Bothell, Washington 98021 -8972 AN 6/30/0 sGK.t-ao: we'wj,ee, 32484 aFG1 -e PC \ate ® ss /ONAL E' S g (425)951 -4800 (425)951 -4808 6 cN HCS u H(.'4 SCALE xoRaoNr DATUM EXPIRES: 08128107 Planners Engineers whpacifio.com Surveyors Landscape Architects NO. REVISION cHeckm: NFH BY DATE APPR PRO NFH P ixGl scut .cconoiNGrr ROLL 2,01i 0 FIR 1 5_135(0403 Checked for Compliance to City Standards c. CITY OF Ub /Lb /U TIFFANY PARK ACTIVITY BUILDING REN TON CITY OF RENTON P� aa*wG no Planning /Building /Public Works Dept. DETAILS C3.0 5 a: . c� . R- �31G4os +61200, 5 531.4o5(su+N� Aj w "53Hf4 oS�Yf1`I) "r �