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Home My WebLink AboutR-399602I Z J (D rn M� O LU 13"x24" PLASTIC METER BOX EQUAL TO MID -STATES PLASTIC, NC. BCF SERIES MSBCF 1324-18 WITH 1.75" THICK DUCTILE RON DIAMOND PLATE COVER EQUAL TO MID -STATES PLASTICS, INC. MSCBC-1324-R WITH READER LID AND 2" DRILLED HOLE FOR TOUCHREAD PIT LID (SEE DETAIL A -A) 9" MIN 12" MAX FINISH GRADE x 36" MIN COVER N C> cs -UC-ILE RON NATERMAIN .•;1 L LO z I IN UNIMPROVED RIGHT OF ? I ✓ WAY INSTALL METER BOX AT PROPERTY LINE WITH 12" LONG COPPER TAILPIECE-, Cr a ( SIDEWALK a I TOUCHREAD WATER METER TO BE 12„ SUPPLIED BY THE z "ft aM CITY > TYPE "K" SOFT o 0 COPPER TUBING 7F?7UNEOUSE IS 3/4" OR 1" THE FUTURE GALVANIZED INSTALL FORD C14-33 OR 44 RIFT PLUG x COMPRESSION COUPLING L-LOOP DOWN -To CENTERLINE CF WATER MAIN TO PROVIDE SLACK IN COPPER COPPERSETTER FOR 5/8"x3/4" METER: FORD SERVICE LINE TO METER. VBH72_15W-44-33G, OR McDONALD BRASS: 21-215WC0033, OR MUELLER� 3/4-B-2470-2 WITH ANGLE BALL VALVE ON INLET AND SINGLE CHECK VALVE ON OUTLET CORPORATION STOP "WITH BALL VALVIE.' fW SETTER FOR 1" METER:_ FORD VBH72-15W-44-44G, OR TAPERED THREAD (CC). QUICK JOINT McOONALD BRASS: 21-415WCQQ44, OR MUELLER: 1-B-2470-2 (3/4" FB1000-3-0) OR AY MCDONALD 47018 BOTH INLET AND OUTLET WITH QUICK JOINT. PADLOCK WINGS ON (1" 1`91000-4-0) OR AY MCDONALD 4701B INLET ANGLE BALL VALVE AND SINGLE CHECK VALVE ON OUTLET. ALL FITTINGS SHALL BE WITH QUICK JOINT, NOTE: ALL METER BOXES INSTALLED WITHIN CONCRETE OR PAVED DRIVEWAYS SHALL BE CAST-IRON EQUAL TO OLYMPIC FOUNDARY- EXPANSION JOINTS MUSH 8E INSTALLED ON BOTH SIDES OF METER BOX. DRILL 2" DIA. HOLE FOR AMR (AUTOMATIC METER READ) TOUCHREAD DEVICE L _ 2-1/2" MIN. FROM NEAREST I - AND FRONT EDGE OF PIT LID TYPICAL RIB NOTE: THE CENTER OF THE HOLE tfiCJST 6 "1i'1 LEAST 1" FROM JNDERNEATH RIBS UNLESS THE RIB SPACING ALLOWS THE' NUT TO TIGHTEN AGAINST THE OPEN SIDE OF MORE THAN, ONE RIB, i'BLIC' i�ti�ORf: 34" AND 1" WATER SERVICE STD. PLAN - 320.1 ±s ' IEPARTMENT 5" MAX. r DRAINAGE GRATE TRIM m GRATE FRAME z D - SEDIMENT AND DEBRIS a v OVERFLOW BYPASS v v n BELOW INLET GRATE DEVICE a FILTERED WATER .o .o ;o ;o ,e ,s SECTION VIEW DRAINAGE GRATE RECTANGULAR GRATE SHOWN RETRIEVAL SYSTEM (TYP.) BELOW INLET GRATE DEVICE OVERFLOW BYPASS (TYP.) ISOMETRIC VIEW NOTES 1. Size the Below Inlet Grate Device (BIGD) for the storm water structure it will service. 2. The BIGD shall have a built-in high -flow relief system (overflow bypass). 3. The retrieval system must allow removal of the BIGD without spilling the collected material. 4. Perform maintenance in accordance with Standard Specification 8-01.3(15). ti'tY � PUBLIC WORKS CATCH BASIN FILTER STD. PLAN - 216.30 DEPARTMENT MARCH 2O08 MIN MIN MIN MIN MIN 2" CLAS *2" TO 6" C OR CI I� 6.5' MIN. 2" DEPTH OF GRIND OR SAWCUT AND REMOVE 6.5' MIN. 1' �l' 2.5' 1' 1' MIN MIN MIN MIN MIN 2" CLASS `B' CRUSHED ROCK, FLOWAI�L_L_ I IL-1- OR AS REQUIRED BY ENGINEER * FOR MINIMUM STANDARDS, SEE DWG# HR-05, SP PAGE H032 DUST CONTROL OF CURB OR OF PAVEMENT ;ENTER LINE OR -ANE LINE S* D SURFACING TOP COURSE TYPICAL TRANSVERSE PATCH FOR FLEXIBLE PAVEMENT ti Y p ADOPTED CITY OF RENTON STANDARD PLANS LST DATE: 02/O5 DWG. NAME: H032-1 SP PAGE: H032.1 WHEN EXPOSED SOIL SURFACES ARE EXPOSED TO THE POINT THAT WIND TRANSPORT /S POSSIBLE, THE EXPOSED SOILS SHALL BE SPRAYED UNTIL WET, BUT RUNOFF SHALL NOT BE GENERATED BY SPRA Y/NG. DEWA TER/NG CONTROL ANY RUNOFF GENERA TED BY DEWA TERING SHALL BE TREA TED BY DISCHARGE TO SED/MENTA77ON FACILITY. If DEWA TERING OCCURS FROM AREAS WHERE THE WATER HAS COME INTO CONTACT WITH NEW CONCRETE, THE pH OF THE WATER MUST BE MONITORED AND MUST BE NEUTRAL/ZED PR/OR TO DISCHARGE. A DEWA TERING PLAN MUST BE SUBMITTED AND APPROVED BY THE CITY OF RENTON PR/OR TO D_WA TERING ACT/V/TIES. GENERAL STOCKPILE NOTES 5TOCKP/LE AREAS TO BE COVERED WITH WSQUEEN PLASTIC (MIN/MUM 6 MIL.), WHEN NOT /N USE. V/SQUEEN /S TO BE HELD /N PLACE BY A MIN/MUM OF 10 LB. SAND BAGS PLACED EVERY 15 FEET ALONG THE EDGE AND ACROSS THE P/LE. STOCKPILE HEIGHT NOT TO EXCEED 8 FEET. EROSION CONTROL STANDARD NOTES 1. ALL WORK AND MATERIALS SHALL BE /N ACCORDANCE WITH CITY OF RENTON STANDARDS AND SPEC/F/CA77ONS AND APWA/WSDOT 2012 STANDARD SPEC/F/CA TONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION. A COPY OF THE CITY OF RENTON STANDARD SPEC/F/CATIONS AND DETAILS SHALL BE ON -SITE AT ALL TIMES. 2, ALL LOCATIONS OF EXIS77NG U77LI77ES SHOWN HEREON HAVE BEEN ESTABLISHED BY FIELD SURVEY OR OBTAINED FROM AVAILABLE RECORDS AND SHOULD THEREFORE BE CONSIDERED APPROX/MATE AND NOT NECESSARILY COMPLETE. /T /S THE SOLE RESPONS181L/TY OF THE CONTRACTOR TO /NDEPENDENTL Y VERIFY THE ACCURACY OF ALL U77L/TY LOCATIONS SHOMY AND TO FURTHER DISCOVER AND AVOID ANY OTHER U77L/TIES NOT SHOWN HEREON WHICH MA Y BE AFFECTED BY THE /MPLEMENTA T/ON OF THIS PLAN. THE CONTRACTOR SHALL CONTACT THE UNDERGROUND U77L/TIES LOCATION SERVICE (1-800-424-5555) AT LEAST 48 HOURS PR/OR TO CONSTRUCT/ON. THE OWNER OR HIS REPRESENTA TI VE AND THE ENGINEER SHALL BE CONTACTED /MMED/A TEL Y IF A CONFLICT EXISTS. 3. THE CONTRACTOR SHALL COORD/NA TE WITH THE APPROPR/A TE UTILITY COMPANIES FOR CAPPING, ABANDONING, AND/OR RELOCATING AFFECTED WATER, SAN/TARY SEWER, GAS, POWER, TELEPHONE, AND CABLE T. V. PR/OR TO CONSTRUCTION ACTIVITIES. 4. A COPY OF THESE APPROVED PLANS AND CITY OF RENTON STANDARD SPECIFICA77ONS AND DETAILS MUST BE ON THE JOB 517E WHENEVER CONSTRUCTION /S /N PROGRESS. 5. APPROVAL OF THIS PLAN /S FOR THE EROSION/SED/MENTA77ON CONTROL FAC/L/TIES ONLY. IT DOES NOT CONSTITUTE AN APPROVAL OF THE STORM DRAINAGE DESIGN, NOR SIZE OR LOCATION OF PIPES, RESTR/CTORS, CHANNELS OR DETENTION FACILITIES. 6. ALL GROUND COVER OUTS/DE CLEARING LIMITS SHALL REMAIN UNDISTURBED. SPEC/AL PROTECT/VE FENCING MAY BE REQU/RED /N CERTAIN AREAS. PR/OR TO MASS CLEARING OF THE SITE, CLEAR/NG LIMITS AND INITIAL EROSION CONTROL MEASURES SHALL BE INSPECTED BY THE CITY. 7. ALL REQU/RED EROS/ON/SED/MENTA77ON CONTROL FAC/L177E-5 MUST BE CONSTRUCTED AND /N OPERATION PR/OR TO ANY LAND CLEARING AND/OR OTHER CONSTRUCTION TO INSURE THAT SEDIMENT -LADEN WATER DOES NOT ENTER THE NATURAL DRAINAGE SYSTEM OR DAMAGE DOWNSTREAM PROPERTIES. ALL EROS/ON/SED/MENTA77ON CONTROL FACIL/TIES SHALL BE MAINTAINED /N A SATISFACTORY COND/T/ON UNTIL SUCH T/ME THAT CLEARING AND/OR CONSTRUCTION /S COMPLETED AND THE POTENTIAL FOR ON -SITE EROSION HAS PASSED. IMPLEMENTATION, MAINTENANCE, REPLACEMENT AND ADD/T/ONS TO THE EROSION/SED/MENTA77ON CONTROL FAC/L/TIES SHALL BE THE RESPONS191LITY OF THE PERM/TTEE, REFER TO THE CONSTRUCT/ON SEQUENCE, FOR ADD177ONAZ DETAILS. 8. THE EROS/ON/SED/MENTA77ON CONTROL FAC/L177E-5 DEP/CTED ON THIS DRAWING ARE INTENDED TO BE MIN/MUM REQU/REMENTS TO MEET AN77CIPATED SITE CONDITIONS. AS CONSTRUCTION PROGRESSES AND UNEXPECTED OR SEASONAL COND/77ONS DICTA TE, THE PERM/TTEE SHOULD ANTIC/PA TE THA T MORE EROS/ON/SEDIMENTATION CONTROL FAC/L/TIES MAY BE NECESSARY TO INSURE COMPLETE S/L TA7ION CONTROL ON THE SITE. DURING THE COURSE OF CONSTRUCTION, /T SHALL BE THE OBLIGATION AND RESPONS/B/L/TY OF THE PERM/TTEE TO ADDRESS ANY NEW COND177ONS THAT MA Y BE CREATED BY HIS ACT/V/T/ES AND TO PROVIDE ADD177ONAL FAC/L/T/ES, OVER AND ABOVE MIN/MUM REQU/REMENTS SHOWN, AS MAY BE NEEDED TO PROTECT ADJACENT PROPERTIES AND THE WATER QUALITY OF THE RECEIVING DRAINAGE SYSTEM. THE CITY OF RENTON INSPECTOR MAY DETERM/NE THE NEED FOR AND EXTENT OF ANY ADD177ONAL FAC/L/TIES. 9. WHERE POSS/BLE, NA TURAL VEGETA 77ON SHALL BE MAINTAINED FOR S/L T CONTROL AND TO MINIMIZE 10. ALL EXPOSED SOIL SHALL BE STABILIZED BY SUITABLE APPLICATION OF BEST MANAGEMENT PRACTICES (SUPS), INCLUDING BUT NOT LIMITED TO SOD OR OTHER VEGETATION, PLAS77C COVERING, MULCHING, OR APPLICATION OF GRAVEL BASE ON AREAS TO BE PA1/ED. ALL BLIPS SHALL BE SELECTED, DES/GNED AND MAINTAINED /N ACCORDANCE WITH THE APPROVED MANUAL. CONSTRUCTION AC7/V/7/ES MAY BE SUSPENDED DURING THE RAIN SEASON (OCT 1 THROUGH APR. 30) FROM MA Y 1 THROUGH SEPTEMBER 30, NO UNWORKED SOIL SHALL REMAIN EXPOSED FOR MORE THAN 7 DA KS. RA/NY SEASON WORK GU/DEL/NES MA Y ALSO APPLY 11. ALL AREAS TO BE SEEDED SHALL BE CUL T/VATED TO THE SA 7SFACT/ON OF THE ENGINEER. THIS MA Y BE ACCOMPL/SHED BY D/SC/NG, RAKING, HARROW/NG OR OTHER ACCEPTABLE MEANS. IMMED/ATEL Y FOLLOWING FINISH GRADING, PERMANENT VEGETA T/ON (CONS/STING OF RAP/D, PERSISTENT AND LEGUME) SHALL BE APPLIED AT A MIN/MUM RATE OF 120 POUNDS PER ACRE. THE SEED SHALL CONFORM TO THE STANDARDS FOR "CER7/F/ED" GRADE SEED OR BETTER, AS OUTL/NED BY THE STATE OF WASHINGTON DEPARTMENT OF AGRICULTURE 'RULES FOR SEED CERT/F/CA T/ON, " LA TEST EDITION. THE M/X SHALL CONFORM WITH CITY OF RENTON STANDARDS AND SPEC/F/CA TONS. 12. A MIN/MUM 3 FOOT HIGH TEMPORARY FENCE SHALL BE CONSTRUCTED AROUND ANY POND USED FOR EROSION/ SED/MENTA PON CONTROL WHERE /T CAN BE EXPECTED THAT THE WATER DEPTH WILL EXCEED ONE FOOT. 13. IMPERVIOUS SURFACES (ROOFS, STREETS, DRIVEWAYS, ETC.) SHALL BE DIRECTED INTO THE COMPLETED STORM DRAINAGE SYSTEM AS SOON AS POSS/BLE. 14. S/LTA7/ON CONTROL AREAS SHALL BE RETURNED TO ORIGINAL GROUND CONDITIONS OR BROUGHT TO FINISH GRADE AT THE PRO✓ECT'S COMPLETION. ANY PERMANENT STORM DRAINAGE FACILITIES USED FOR EROSION/ SED/MENTA PON CONTROL SHALL BE CLEANED PR/OR TO PROJECT ACCEPTANCE. SEDIMENT SHALL NOT BE FLUSHED DOWNSTREAM INTO EX/S17NG CLEAN STORM SYSTEM, 15. THE CONTRACTOR SHALL BE RESPONS/BLE FOR PROVIDING ADEQUATE SAFEGUARDS, SAFETY DEVICES, PROTECTIVE EQUIPMENT, FLAGGERS, AND ANY OTHER NEEDED ACTIONS TO PROTECT THE LIFE, HEALTH, AND SAFETY OF THE PUBLIC, AND TO PROTECT PROPERTY /N CONNECTION WITH THE PERFORMANCE OF WORK COVERED BY THE CONTRACT. ANY WORK W/TH/N THE TRA 1/ELED RIGHT -OF -WA Y MI REQUIRE CITY OF RENTON APPROVED TRAFFIC CONTROL PLAN. 16. ISSUANCE OF THIS BUILDING PERMIT BY THE CITY OF RENTON DOES NOT RELIEVE THE OWNER OF HIS CONTINUING LEGAL OBLIGATION AND/OR LIABILITY CONNECTED WITH STORM AND SURFACE WATER DISPOSITION AND FURTHER, THE CITY OF RENTON DOES NOT ACCEPT ANY OBL/GA TON FOR THE PROPER FUNCTIONING AND MAINTENANCE OF THE SYSTEM PROVIDED. ALL DETENTION AND OUTFALL WORK WILL BE COMPLETED AND FUNCTIONAL BEFORE ANY PA 10G. 18. SEDIMENT CONTROL FACIL/TIES SHALL BE INSPECTED WEEKL Y OR AFTER A RUNOFF -PRODUCING STORM EVENT DURING THE DRY SEASON AND DAIL Y DURING THE WET SEASON. THE INSPECTION FREQUENCY FOR STAB/L/ZED, INACTIVE S/TES SHALL BE DETERM/NED BY THE C/TY OF RENTON INSPECTOR BASED ON THE LEVEL OF SOIL STABILITY AND POTENTIAL FOR ADVERSE ENVIRONMENTAL IMPACTS. 19. F/L TER FABR/C FENCE TO BE INSTALLED AS DIRECTED BY C/TY OF RENTON INSPECTION. 20. MAX/MUM OPEN TRENCH LENGTH SHALL BE 300' 3-20-16 21. BEFORE ANY CONSTRUCTION OR DEVELOPMENT AC77WTY OCCURS, A PRECONSTRUCT/ON MEETING MUST BE HELD WITH THE C/TY OF RENTON, PUBLIC WORKS DESIGN ENGINEER. 22. ALL LIMITS OF CLEARING AND AREAS OF VEGETATION PRESERVAT/ON AS PRESCRIBED ON THE PLAN(S) SHALL BE CLEARL Y FLAGGED /N THE FIELD AND OBSERVED DURING CONSTRUCTION. 23, DURING THE 7/ME PER/OD OF OCTOBER 1ST THROUGH APR/L 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 SY MULCH, SODDING OR PLASTIC COVER/NG. 24. IN ANY AREA WHICH HAS BEEN STRIPPED OF VEGETATION AND WHERE NO FURTHER WORK /S ANTICIPATED FOR A PERIOD 30 DAYS OR MORE, ALL DISTURBED AREAS MUST BE /MMED/ATEL Y STABILIZED WITH MULCHING, GRASS PLANTING OR OTHER APPROVED EROSION CONTROL TREATMENT APPLICABLE TO THE TIME OF YEAR, GRASS SEEDING ALONE WILL BE ACCEPTABLE ONL Y DURING THE MONTHS OF APR/L THROUGH SEPTEMBER, INCLUSIVE. SEEDING MA Y PROCEED, HOWEVER, WHENEVER /T /S /N THE INTEREST OF THE PERM/TEE, BUT MUST BE AUGMENTED WITH MULCHING, NETTING OR OTHER TREATMENT APPROVED BY THE CITY OF RENTON, OUTSIDE THE SPECIFIED TIME PERIOD. 25 FOR ALL EROSION/SEDIMENTATION CONTROL PONDS (WERE THE DEAD STORAGE DEPTH EXCEEDS 6 INCHES, A FENCE /S REQUIRED WITH A MINIMUM HEIGHT OF THREE (3) FEET, 3" I SIDE SLOPES. 26. A TEMPORARY GRAVEL CONSTRUCTION ENTRANCE, 24 FEET X 50 FEET X 8 INCHES OF 4 TO 6 INCH QUARRY STALLS SHALL BE LOCATED AT ALL POINTS OF VEHICULAR INGRESS AND EGRESS TO THE CONSTRUCTION SITE. STORMWA TER POL L UT/ON PREVENT/ON NOTES 1. NO LIQUIDS INCLUDING PETROLEUM PRODUCTS, FUEL, SOL VENTS, DETERGENTS, PAINT, PEST/C/DES, CONCRETE ADMIXTURES, FORM 0/LS, ETC. SHALL BE STORED ON SITE. 2. ALL POLLUTANTS, INCLUDING WASTE MATERIALS AND DEMOL/T/ON DEBRIS, THAT OCCUR ON -SITE DURING CONSTRUCTION SHALL BE HANDLED AND DISPOSED OF /N A MANNER THAT DOES NOT CAUSE CONTAMINATION OF STORMWA7ER. 3. ALL FUELING SHALL BE PROVIDED BY A FUELING TRUCK. NO FUEL SHALL BE STORED ON S/TE. 4. ALL VEHICLE MAINTENANCE AND REPAIRS SHALL BE DONE OFFS17F 5. CONCRETE WASTE SHALL BE HANDLED AS LISTED: A. UNUSED CONCRETE REMAINING /N THE TRUCK AND PUMP SHALL BE RETURNED TO OR/G/NA77NG BATCH PLANT FOR RECYCLING. 8 CONCRETE TRUCK CHUTES, PUMPS, INTERNALS, HAND TOOLS INCLUDING, BUT NOT ZIM17FD TO,, SCREEDS, SHOVELS, RAKES, FLOATS, AND TROWELS SHALL BE WASHED OFF ONLY INTO FORMED AREAS AWA177NG /NSTALLA 77ON OF CONCRETE OR ASPHALT. C. EQUIPMENT THA T CANNOT BE EAS/L Y MOVED, SUCH AS CONCRETE PA VERS, SHALL ONL Y BE WASHED IN AREAS THA T DO NOT D/RECTL Y DRAIN TO NATURAL OR CONSTRUCTED STORUWA TER CONVEYANCES. D. WHEN NO FORMED AREAS ARE A VA/LABLE, CONCRETE WASTE SHALL BE DISCHARGED TO A PAVED OR LINED SUMP. SEE THESE PLANS FOR LOCATION OF THE SUMP. WASTE WATER WITHIN THE SUMP SHALL EITHER BE NEUTRAL/ZED PR/OR TO DISCHARGE TO THE 50/MENTA77ON FAC/L/TY OR DISPOSED OF /N A MANNER THAT DOES NOT VIOLATE GROUNDWATER OR SURFACE WATER QUAL/TY STANDARDS. 6. SLURRY, CUTTINGS, AND PROCESS WATER FROM SAWCUT77NG AND SURFACING SHALL BE DISCHARGED TO FORMED AREAS AWA177NG /NSTALLA77ON OF CONCRETE OR ASPHALT OR TO PA VED OR LINED SUMP. 7. WHEEL WASH, OR T/RE BATH WASTEWATER, SHALL BE DISCARDED TO THE SED/MENTA TON FAC/L/TY OR TO THE SAN/TARY SEWER. 8. APPL/CAT/ON OF AGRICULTURAL CHEMICALS, INCLUDING FERTILIZERS AND PEST/C/DES, SHALL BE CONDUCTED IN A MANNER AND AT APPL/CATION RATES THAT W/LL NOT RESUL T /N LOSS OF CHEMICAL TO STORMWA TER RUNOFF. MANUFACTURERS' RECOMMEIIIDA TONS SHALL BE FOLLOWED FOR APPL/CAT/ON RATES AND PROCEDURES. 9. THE CONTRACTOR SHALL DES/GNATS A PERSON AS THE RESPONS/BLE REPRESENTATIVE IN CHARGE OF EROS/ON CONTROL AND MAINTENANCE OF ALL EROS/ON CONTROL AND 5TORMWATER POLLUTION PREVENTION FAC/L/TIES. (✓EFF B/RD, (253) 844-4640) R-399602 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING Frstraka URFACE WATER UTILITY Justin Johnson 04/16/2018wi 04/16/2018 %4j SURVEYED: RDW SCALE: 1 " = 50' HORIZONTAL NAD 1983/1991 DATUM • ~ , CITY OF RENTON Plan nin Buildin Public Wks De t. g g orp STANDARD NOTES & DETAILS THE STOR-HOUSE - PHASE IV GILROYFAMIL YLLC 1614 118TH AVENUE SE BELLEVUE, WA 98005 uAlt: 1112118 DESIGNED: DF✓ FIELDBOOK: PAGE: DRAWN: OF✓ ONE INCH DRAWING NO: C1, 02 CHECKED: DFJ AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY NO. REVISION BY DATE AP P R APPROVED: LBH SHEET: 2 OF: 4