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Langston Plans Resubmittal 2017-05-10 FLAT.dwg
Lo co ANL3STE7N A EY PRi:I&JECT m co O 17CAD AND UTILITY IMPROVEMENTS o' ................. ..................... -- --------------------- .......................... LE: 1 30' ...... SCA ........... ............................ ............ .. .. ..................... .... '.' .................... ................................ 0 15 30 60 ------------------------ ------------------------------- ........................... ........................... ............................................................. \101 . ........ ----------------------------- .......................... -.1 .......................... 1* 1 1 -1 -Li I L.:f MA w I IV u 'dq IV Li I r—" &:i L; I-IL-jq IV ", \ l I TESC DETAILS AND NOTES 6 AL -131 ALIGNMENT PLAN ".gc5 5 7 RE -Di ROAD AND STORM DRAINAGE PLAN B RP -131 ROAD AND STORM DRAINAGE PROFILE 9 RP -132 ROAD AND STORM DRAINAGE PROFILE IO SS -01 SANITARY SEWER PLAN I I WA -01 WATER PLAN 12 SP -01 SEWER AND WATER PROFILE is SP -02 SEWER AND WATER PROFILE ............ ------------- - 14 RD -1:71 ROAD & STORM DRAINAGE DETAILS .................. .................... is RD -1:72 ROAD & STORM DRAINAGE DETAILS 16 RD -1:73 ROAD & STORM DRAINAGE DETAILS 17 RD -04 ROAD & STORM DRAINAGE DETAILS ...................... .................... ------------------- IB RD -05 ROAD & STORM DRAINAGE DETAILS ................. ................ .............. 19 RD -06 ROAD & STORM DRAINAGE DETAILS ELA N0TE ------------- .... ........ 20 RD -07 ROAD & STORM DRAINAGE DETAILS A BOUNDARY LINE ADJUS774ENT IS REQUIRED TO 21 RD -Cis ROAD & STORM DRAINAGE DETAILS BE SUBMITTED, APPROVED AND RECORDED PRIOR TO CONSMUC77ON PERMIT APPROVAL. ................................................................................................................................. .................. ................................................................................................................................................................................................. .............................. ........ 22 WD -01 WATER DETAILS ......................... ......................................................................................................................................................................................... . ..................................................................................................................................................................................................................... .................................................................................................................................................................................................................... ...................................................................................................................................................................................................... 22 WD -02 WATER DETAILS SURVEYED: SME, M-, 24 ED -1:71 SANITARY SEWER DETAILS DESIGNM.MITCH EVENS, PLS VAS NOTED HORLZONTCNAL WD 198MVD I ON 3/1991 c 25 ED -1:72 SANITARY SEWER DETAILS DRAWN:MATT FEATHERSTON R 26 OF -1:71 CURB PLAN SHAWN COOPER I ONE I DATUM CHECKE11. AT FULL Planning/Building/F aam' 27 OF -02 CURB PLAN TIMOTHY HO, PE IF NOT ONE 14M NO. REVISION BY DATE APPR -7= - SME ACCORDINGLY I I I I NH GlEOFF TAMBLE, PE . .. . . . . . .... . . . ................ . . ............ ........ ..................................... . . . . . . . ............ . . . . . . ...... ........ ..... rA VICINITY MAP NOT TO SCALE PROJECT TEAM 13WNERIAFIPLICANT CIVIL ENGINEER LANGSTON 14, LLC 8410 NE 143RD PLACE KIRKLAND, WA 98034 (425) 851-8516 CONTACT MARK SHARK SURVEYOR AXIS SURVEY & MAPPING 15241 NE 90774 S7REET REDMOND, WA 98052 (425) 823-5700 CONTACT- MITCH EVANS, PLS SITE DATA THE BLUELINE GROUP 25 CENTRAL WAY, SUITE 400 KIRKLAND, WA 98033 (425) 250-7225 CONTACT- GEOFF TAMBLE, PE EMAIL: GTAMBLEOTHEBLUELINEGROUP.COM ALLEY ADJACENT TO EXISTING TAX A CCOUN T NUMBERS.• 866350-0040, 0045, 0050, 0060, 0064, 0084, 0085, 0090, 0095, 0105, 0115, 0116, 0117 UTILITY PURVEYORS WA 7ER SUPPL Y - SANITARY SEWER: FIRE DISTRICT C 2017 7HE BLUELINE GROUP 1511&?117 CITY OF RENTON CITY OF RENTON CITY OF RENTON UNDERGROUND UTILITY NOTE UNDERGROUND U77LI77ES ARE SHOWN IN THE APPROXIMATE LOCA TION. THERE Is NO GUARANTEE THAT ALL UTILITY LINES ARE SHOWN, OR THAT 77 -IE LOCATION, SIZE AND MATERIAL IS ACCURATE THE CONTRACTOR SHALL UNCOVER ALL INDICATED PIPING WHERE CROSSING, INTERFERENCES, OR CONNECTIONS OCCUR PRIOR TO TRENCHING OR EXCAVATION FOR ANY PIPE OR STRUCTURES, TO DETERMINE ACTUAL LOCATIONS, SIZE AND MATERIAL. THE CONTRACTOR SHALL MAKE THE APPROPRIATE PROVISION FOR PR07ECTION OF SAID FACILITIES. 774E CONTRACTOR SHALL NOTIFY ONE CALL AT 8-1-1 (WASHINGTON811.COM) AND ARRANGE FOR FIELD LOCA77ON OF EXIS77NG FACILITIES BEFORE C0NS7RUC770N. R-393501 APPROVED FOR CONSTRUCTION SUBJECT TO ERRORS AND OMISSIONS LANGSTON ALLEY PROJECT ROAD AND UTILITY IMPROVEMENTS NOTES AND LEGEND SHEET DATE: DATE: DATE: DATE: 05/10/17 FIELDBOOK* PAGE, DRAWING NO: CV -01 SHEET: OR 1 27 n 05 w WATER UTILITY NOTES AND SPECIFICATIONS 1. ALL WORK MATERIAL SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS DEPARTMENT AND 7HE LATEST EDITION OF THE WSOOT/APWA STANDARDS AND SPECIFICATIONS, AS APPROVED AND MODIFIED BY 7HE CITY OF RENTON /N THE RENTON STANDARD PLANS & SPECIFICATIONS. A SET OF APPROVED PLANS SHALL BE KEPT ON SITE AT ALL TIMES DURING CONSTRUCTION. 2. THE HOURS OF WORK /N THE STREET RIGHT OF WAY SHALL BE LIMITED TO 8:30 AM TO 3.30 PM ON WEEKDAYS UNLESS OTHERWISE APPROVED IN WRITING BY THE PUBLIC WORKS DEPARTMENT AT 430-7301. 7HE POLICE DEPARTMENT, FIRE DEPARTMENT, AND 911 SHALL BE NOTIFIED 24 HOURS IN ADVANCE OF ANY WORK /N 7HE RIGHT OF WAY. J. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTORS 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. AN APPROVED TRAFFIC CONTROL PLAN IS REQUIRED TO BE SUBMITTED AT THE PRE -CONSTRUCTION MEETING. 5. DATUM FOR VERTICAL CONTROL SHALL BE NORTH AMERICAN VERTICAL DATUM 1988 METERS, AND FOR HORIZONTAL CONTROL SHALL BE NORTH AMERICAN DATUM 1983/1991 METERS UNLESS 077HERWSE APPROVED BY THE CITY OF RENTON PUBLIC WORKS DEPARTMENT. REFERENCE BENCHMARK AND ELEVATIONS ARE NOTED ON THE PLANS. 6. ALL WATERMA/N 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 BEDDING TO BE CLASS C. ALL DUCTILE IRON PIPE AND FITTINGS SHALL BE POLYETHYLENE WRAPPED PER ANSI/AWWA C105/A21.5-93 STANDARDS 7. CAST IRON AND DUCTILE IRON FITTINGS SHALL BE CEMENT LINED, PRESSURE RATED AS N07ED ON PLANS, AND IN ACCORDANCE WITH ANSI/AWWA C110/A21.10-87. CEMENT LINING SHALL BE IN ACCORDANCE WI7H ANSI/AWWA C104/421/4-90. IF FITTINGS ARE 3 TO 12 INCHES IN DIAMETER AND HAVE MECHANICAL JOINTS 7HE FITTINGS SHALL IN ACCORDANCE WI7H E17HER 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 W17H 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 7HE FITTING WITH A MECHANICAL JOINT(S) MAY BE W17H ANSI/AWWA C153/A21.53-94 AND THAT PORTION OF THE FITTING W17H FLANGED JOINT(S) SHALL BE IN ACCORDANCE WITIH AWWA C110/A21.10-87. ACCEPTANCE TESTING IN ACCORDANCE W17H SECTION 53.53 OF ANSI/AWWA SECTION 10-4.3 OF ANS!/AWWA C110/A21.10-87 SHALL BE OBTAINED BY THE CONTRACTOR AND TRANSMITTED TO 774E OWNER. & GATE VALVES 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 WATER OPERATING PRESSURE OF 200 PSL GATE VALVES SHALL BE CLOW LIST 14, MUELLER COMPANY NO. A2380 OR M & H. 9. FIRE HYDRANTS SHALL BE COREY TYPE (OPENING WITH THE PRESSURE) OR COMPRESSION TYPE (OPENING AGAINST PRESSURE) CONFORMING TO AWWA C-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 7HREADS PER INCH AND ONE 4 INCH PUMPER NOZZLE WI7H THE NEW SEATTLE PATTERN 6 THREADS PER INCH, 60 DEGREES V. TIHREADS. OUTSIDE DIAMETER OF MALE THREAD 4.875 AND ROOT DIAMETER 4.6263. HYDRANTS SHALL HAVE A 1-1/4 INCH PENTAGON OPERA77NG NUT OPENED BY TURNING COUNTER CLOCKWISE (LEFT). 10. THE TWO 2-1/2 INCH HOSE NOZZLES SHALL BE FITTED W17H CAST IRON THREADED CAPS W17H OPERA77NG NUT OF THE SAME DESIGN AND PROPORTIONS AS 774E HYDRANT STEM NUT. CAPS SHALL BE FITTED WI7H SUITABLE NEOPRENE GASKETS FOR POSITIVE WATER 77GH7NESS UNDER TEST PRESSURES 11. THE 4 /NCH PUMPER NOZZLE SHALL BE FIT7ED W171H A STORZ ADAPTER, 4 INCH SEATTLE THREAD X 5 /NCH STORZ. STORZ ADAPTER SHALL BE FORGED AND/OR EXTRUDED 6061-716 ALUMINUM ALLOY, HAROCOAT ANODIZED. THREADED END PORTION SHALL HAVE NO LUGS AND TWO SET SCREWS 180 DEGREES APART. STORZ FACE TO BE METAL, NO GASKET TO WEATIHER. STORZ CAP TO HAVE SYNTHETIC MOLDED RUBBER GASKET, AND SHALL BE ATTACHED TO HYDRANT ADAPTER W171H 1/8 INCH, COATED, STAINLESS STEEL, AIRCRAFT CABLE. 12. FIRE HYDRANTS SHALL BE PAINTED WI7H TWO COATS OF PAINT. PRESERVATIVE PAINT NUMBER 43-655 SAFETY YELLOW OR APPROVED EQUAL. 13 PUMPER CONNECTION TO FACE ROADWAY ASSEMBLY. 14. FIRE HYDRANTS SHALL BE INSTALLED PER CITY OF RENTON STANDARD DETAIL FOR FIRE HYDRANTS LATEST REVISION. 15. ALL WA7ERMA/NS 10 INCHES AND SMALLER TO MAINTAIN A MIN/MUM COVER OF 36 INCHES BELOW FINISH GRADE. ALL WATERMA/N 12 INCHES AND LARGER SHALL BE AT A MIN/MUM OF 48 INCHES BELOW FINISH GRADE. WHERE UTILITY CONFLICTS OCCUR, WA7ERMA/NS ARE TO BE LOWERED TO CLEAR. 16. ALL WATERMA/NS 6 INCHES AND LARGER /N DIAMETER SHALL BE CLEANED WITH PIPE CLEANING "PIGS" PRIOR TO 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 7HE REAR OF "PIG" ONLY. 17. "PIGS" SHALL BE CYLINDER SHAPED WITH BULLET NOSE OR SQUARE END. THE CONTRACTOR WILL PERFORM 774E CLEANING OPERATION. 18. ALL W47ERMAINS 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 7HE WASHINGTON STATE HEALTH DEPARTMENT. ALL PRESSURE 7ES77NG SHALL BE DONE IN THE PRESENCE OF A REPRESENTATIVE OF 774E CITY OF RENTON. 774E QUANTITY OF WATER LOST FROM 774E MAIN SHALL NOT EXCEED THE NUMBER OF GALLONS PER HOUR AS LISTED IN CITY OF RENTON STANDARD PLANS & SPECIFICATIONS 7-11.3(11). 7HE LOSS IN PRESSURE SHALL NOT EXCEED 5 PS! DURING 7HE 2 HOUR TEST PERIOD. 19. ALL WA7ERMA/NS 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 7HE PIPE AS LAID. CHLORINE SHALL BE METERED/INJECTED IN ACCORDANCE 017H SECTION 7-11.3(12)E OR 7-11.3(12)F OF THE STANDARD SPECIFICATIONS REFERENCED ABOVE. 20. A PRE -CONSTRUCTION CONFERENCE IS REQUIRED PRIOR TO ANY CONSTRUCTION. A MINIMUM OF FIVE (5) WORKING DAYS NOTICE IS REQUIRED FOR SCHEDULING. 21. TWENTY-FOUR (24) HOURS NOTICE WILL BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION. 22. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR TO STARTING CONSTRUCTION. 23. INSTALLATION OF CORPORATE STOPS, WATER SERVICES LINES AND METERS SHALL NOT BE DONE UNTIL ALL SERVICE AGREEMENTS, METER APPLICATIONS, CONS7RUC77ON PERMITS AND PAYMENT OF FEES HAVE BEEN MADE TO THE CITY OF RENTON. 24. ALL CONNECTION TO EXISTING MA/NS IS TO BE ACCOMPLISHED BY THE CITY OF RENTON, EXCEPT WET TAPS, WHICH MAY BE MADE BY APPROVED WET TAP CONTRACTORS WWH PRIOR APPROVAL FROM THE PUBLIC WORKS DEPARTMENT. ALL NECESSARY EXCAVATION AND MA7ERIALS 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 CONTRACTORS 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 77E -1N. 27. ALL JOINT RESTRAINT SYSTEMS (SHACKLE RODS NUTS BOLTS, ETC) SHALL BE AS MANUFACTURED BY 7HE STAR MANUFACTURING COMPANY OF COLUMBUS OHIO, OR EQUAL, APPROVED IN WRITING BY THE PUBLIC WORKS DEPARTMENT. 28. ASPHALT AND CONCRETE STREET PAVING SHALL BE SAWCUT TO A MIN/MUM DEP7H OF TWO (2) INCHES OIL MAT STREETS MAY BE SPADE CUT. ALL SURFACE CONCRETE, PAVEMENT, SIDEWALKS, CURB, GUTTERS, AND DRIVEWAY APPROACHES SHALL BE SAWCUT TO A MIN/MUM DEPTH OF TWO (2) INCHES OR REMOVED TO AN EXISTING EXPANSION JOINT. 29. A TEMPORARY COLD MIX ASPHALT PATCH SHALL BE PLACED ON THE DAY OF 1N177AL EXCAVATION W17H A PERMANENT, SEALED PATCH TO BE PLACED, TO CITY OF RENTON POLICY, WITIHIN 10 DAYS CALL FOR SUBGRADE INSPECTION PRIOR TO PLACEMENT OF FINAL PATCH. • 30. FOR CITY PROJECTS SUCH AS 7ELEME7RY CONDUIT, THE PVC PIPE USED SHALL BE ALL CHEMICAL PROCESS LINES SHALL BE SCHEDULE 80 PVC PIPE. SCHEDULE 80 PVC UNDER IMPROVED AREAS. STRUCTURAL NOTES 1. THESE PLANS ARE APPROVED FOR STANDARD ROAD AND DRAINAGE IMPROVEMENTS ONLY. PLANS FOR STRUCTURES SUCH AS BRIDGES, VAULTS, AND RETAINING WALLS REQUIRE A SEPARATE REVIEW AND APPROVAL BY CITY PRIOR TO CONSTRUC770N. 2. ROCKERIES ARE CONSIDERED TO BE A METHOD OF BANK STABILIZATION AND EROSION CONTROL ROCKERIES IN CITY ROAD RIGHT -F -WAY SHALL BE CONS7RUCTED IN ACCORDANCE K77H CITY STANDARDS. ROCKERIES OUTSIDE OF ROAD RIGHT-OF-WAY SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE INTERNA770NAL BUILDING CODE. C 2017 THE BLUELINE GROUP SANITARY SEWER NOTES AND SPECIFICATIONS 1. ALL WORK AND WORK MATERIAL SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS DEPARTMENT AND THE LATEST EDITION OF THE WSDOT/APWA STANDARDS AND SPECIFICATIONS, AS APPROVED AND MODIFIED BY THE CITY OF RENTON IN 774E RENTON STANDARD PLANS & SPECIFICATIONS A SET OF APPROVED PLANS SHALL BE KEPT ON 517E AT ALL TIMES DURING CONSTRUCTION. 2. 7HE HOURS OF WORK /N 774E STREET RIGHT OF WAY SHALL BE PER CITY SPECIFICATIONS ON WEEKDAYS UNLESS OTHERWISE APPROVED IN WRITING BY 774E PLANNING/BUILDING/PUBLIC WORKS DEPARTMENT. AN APPROVED TRAFFIC CONTROL PLAN MUST BE OBTAINED PRIOR TO BEG/NN/NG ANY WORK WI774IN PUBLIC RIGHT OF WAY. 3. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE 774E CONTRACTOR RESPONSIBILITY TO VERIFY 7HE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE. 4. A PRE -CONSTRUCTION CONFERENCE AND A 24 HOUR NOTICE SHALL BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION. IT SHALL BE 774E CONTRACTORS RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR TO STARTING CONSTRUCTION. (INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON.) IT SHALL BE 7HE CONTRACTORS RESPONSIBILITY TO NOTIFY 774E PUBLIC WORKS INSPECTOR 24 HOURS IN ADVANCE OF BACKFILLING ALL CONSTRUCTION. 5. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CONSTRUCTION AND FOR 774E SAFETY OF WORKERS AND OTHERS ON 774E CONSTRUCTION SITE 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY OTHER RELATED PERMITS PRIOR TO ANY CONSTRUCTION. Z PLANS APPROVED BY 774E CITY OF RENTON, PUBLIC WORKS DEPARTMENT SHALL TAKE PRECEDENCE OVER ALL 0774ER PLANS. 8. A COPY OF THESE APPROVED PLANS MUST BE ON 774E JOB 517E WHENEVER CONSTRUCTION 1S 1N PROGRESS. 9. THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON W171H AN AS -BUILT DRAWING OF THE SANITARY SEWER SYSTEM, WHICH HAS BEEN STAMPED AND SIGNED BY A LICENSED PROFESSIONAL ENGINEER OR LICENSED PROFESSIONAL SURVEYOR. 10. BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS WI7H A LOOSE AVERAGE DEPTH OF 6 INCHES, MAX/MUM DEPTH OF 8 INCHES, THOROUGHLY TAMPING EACH LAYER TO 95 PERCENT OF MAX/MUM 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. 11. OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED ROADWAY SHALL BE 12. BACKFILLED WI774 CRUSHED ROCK AND MECHANICALLY COMPACTED UNLESS OTHERWISE APPROVED BY 12. DATUM FOR VERTICAL CONTROL SHALL BE NORTH AMERICAN VERTICAL DATUM 1988 METERS AND FOR HORIZONTAL CONTROL SHALL BE NOR 774 AMERICAN DATUM 1983/1991 METERS UNLESS OTHERWISE APPROVED BY THE CITY OF RENTON PUBLIC WORKS DEPARTMENT. REFERENCE BENCHMARK AND ELEVATIONS ARE NOTED ON 774E PLANS. 13. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED TO 774E SATISFACTION OF THE DEPARTMENT FOR 774E PREVENTION OF ON-SITE EROSION AFTER THE COMPLETION OF CONSTRUCTION. 14. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDA TION IN ACCORDANCE WITH 774E STANDARDS AND SPECIFICATIONS OF 774E CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS DEPARTMENT AND THE LATEST EDITION OF 774E WSDOT/APWA STANDARDS AND SPECIFICATIONS, AS APPROVED AND MODIFIED BY 774E CITY OF RENTON /N THE RENTON STANDARD PLANS & SPECIFICATIONS 7741S SHALL INCLUDE NECESSARY LEVELING OF 774E TRENCH BOTTOM OR THE TOP OF 774E FOUNDATION MATERIAL, AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL, TO UNIFORM GRADE SO THAT 774E 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 774E PIPE. 15. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER GASKE7ED ASTM D 3034, SDR 35, OR DUCTILE IRON CLASS 50, UNLESS OTHERWISE APPROVED BY 774E WASTEWATER UTILITY. 16. IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6 INCHES AND MAXIMUM 12 INCHES ABOVE FINISHED GRADE OR MUST HAVE MIN/MUM 2' DIAMETER CONCRETE RING POURED AT GRADE. 1N PAVED AREA, COVER MUST SLOPE 1N ALL DIRECTIONS TO MATCH PAVING. EROS/ON CONTROL NOTES 1. 774ESE N07ES SHALL APPEAR FOR ALL PROJECTS - 517E IMPROVEMENTS SURFACE WATER UTILITY, WASTEWATER UTILITY, WATER UTILITY, AND TRANSPORTATION PLANS: 2. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE -CONSTRUCTION MEETING MUST BE HELD W1774 774E CITY OF RENTON, PUBLIC WORKS DESIGN ENGINEER. 3. 774E BOUNDARIES OF THE CLEAR/NG LIMITS AND AREAS OF VEGETATION PRESERVATION AS PRESCRIBED ON 774E PLAN(S) SHALL BE CLEARLY FLAGGED BY SURVEY TAPE OR FENCING IN 774E FIELD PRIOR TO CONSTRUCTION IN ACCORDANCE W1774 APPENDIX D OF THE SURFACE WATER DESIGN MANUAL AND OBSERVED DURING CONSTRUCTION. DURING 7HE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND 774E CLEARING LIMITS SHALL BE PERMITTED. 774E CLEARING LIMITS SHALL BE MAINTAINED BYTHE APPLICANTASC SUPERVISOR FOR THE DURATION OF CONSTRUCTION. 4. STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR 7HE DURATION OF 774E PROJECT. ADDITIONAL MEASURES, SUCH AS CONSTRUCTED WHEEL WASH SYSTEMS OR WASH PADS MAY BE REQUIRED TO ENSURE THAT ALL PAVED AREAS ARE KEPT CLEAN AND TRACK OUT TO ROAD RIGHT OF WAY DOES NOT OCCUR FOR 774E DURATION OF 774E PROJECT. 5. ALL REQUIRED SEDIMENTA77ONAROSION CONTROL FACILITIES MUST BE CONSTRUCTED AND IN OPERATION PRIOR TO LAND CLEARING AND/OR CONSTRUCTION TO PREVENT 7RANSPORTA77ON OF SEDIMENT TO SURFACE WATER, DRAINAGE SYSTEMS AND ADJACENT PROPERTIES. ALL EROSION AND SEDIMENT FACILITIES SHALL BE MAINTAINED IN A SATISFACTORY CONDITION UNTIL SUCH TIME THAT CLEARING AND/OR CONS7RUC77ON IS COMPLETE AND POTENTIAL FOR ON -97E EROSION HAS THE IMPLEMENTATION, MAINTENANCE, REPLACEMENT AND ADDITIONS TO EROSION/SEDIMENTATION CON7ROL SYSTEMS SHALL BE 774E RESPONSIBILITY OF 774E PERM17EE. 6. 774E EROSION AND SEDIMENTATION CONTROL SYSTEMS DEPICTED ON 77415 DRAWING ARE INTENDED TO BE MINIMUM REQUIREMENTS TO MEET ANTICIPATED SI7E CONDITIONS. AS CONSTRUCTION PROGRESSES AND UNEXPECTED OR SEASONAL CONDITIONS DICTATE 774E PERM17EE SHALL ANTICIPATE THAT MORE EROSION AND SEDIMENTATION CONTROL FACILITIES WILL BE NECESSARY TO ENSURE COMPLETE SILTATION CONTROL ON 774E PROPOSED SITE DURING 774E COURSE OF CONSTRUCTION, IT SHALL BE 774E OBLIGATION AND RESPONSIBILITY OF 7HE PERM17EE TO ADDRESS ANY NEW CONDITIONS THAT MAY BE CREATED BY THE ACTIVITIES AND TO PROVIDE ADDITIONAL FACILITIES OVER AND ABOVE MIN/MUM REQUIREMENTS AS MAY BE NEEDED, TO PR07ECT ADJACENT PROPERTIES AND WATER QUALITY OF 7HE RECEIVING DRAINAGE SYSTEM. Z 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, RES7RICTORS, CHANNELS, OR RE7EN77ON FACILITIES 8. ANY AREAS OF EXPOSED SOILS, INCLUDING ROADWAY EMBANKMENTS THAT WILL NOT BE DIS7URBED FOR TWO DAYS DURING 774E WET SEASON (OCTOBER 1ST TROUGH MARCH 307H) OR SEVEN DAYS DURING THE DRY SEASON (APRIL In TOUGH SEPTEMBER 30) SHALL BE IMMEDIATELY STABILIZED WI774 774E APPROVED ESC COVER METHODS (E.G., SEEDING, MULCHING, PLASTIC COVERING, ETC.). 9. WET SEASON SEASONAL EROSION AND SEDIMENT CONTROL REQUIREMENTS APPLY TO ALL CONSTRUCTION SI7ES CLEAR/NG BETWEEN OCTOBER 1 AND MARCH 30 INCLUSIVE UNLESS OTHERWISE APPROVED BY THE CITY THROUGH AN ADJUS7MENT PROCESS. 10. COVER MEASURES WILL BE APPLIED IN CONFORMANCE WITH APPENDIX D OF THE SURFACE WATER DESIGN MANUAL. 11. ANY AREA NEEDING ESC MEASURES, NOT REQUIRING IMMEDIATE AT7ENTION, SHALL BE ADDRESSED WITHIN SEVEN (7) DAYS 12. 7HE ESC FACILITIES ON INACTIVE SI7ES SHALL BE INSPECTED AND MAINTAINED A MINIMUM OF ONCE A MONTH OR WITHIN 24 HOURS FOLLOWING A STORM EVENT. 13 AT NO TIME SHALL MORE THAN ONE (1) FOOT OF SEDIMENT BE ALLOWED TO ACCUMULATE WI774IN A CATCH BASIN. ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING. THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT -LADEN WATER INTO 774E DOWNS7REAM SYSTEM. 14. DURING 7HE TIME PERIOD OF OCTOBER 1ST THROUGH MARCH 30m, ALL PROJECT DISTRIBUTED SOIL AREAS GREATER, THAT ARE TO BE LEFT UN -WORKED FOR MORE THAN 12 HOURS SHALL BE COVERED BY MULCH, SODDING OR PLASTIC COVERING. 15. ANY PERMANENT RE7EN77ON/DE7EN77ON FACILITY USED AS A TEMPORARY SETTLING BASIN SHALL BE MODIFIED WITH THE NECESSARY EROSION CONTROL MEASURES AND SHALL PROVIDE ADEQUATE STORAGE CAPACITY. IF THE PERMANENT FACILITY 1S TO FUNCTION ULTIMATELY AS AN INFILTRATION SYSTEM, 774E TEMPORARY FACILITY MUST BE ROUGH GRADED SO THAT 774E BOTTOM AND SIDES ARE AT LEAST THREE FEET ABOVE 774E FINAL GRADE OF THE PERMANENT FACILITY. 16. PRIOR TO THE BEGINNING OF THE WET SEASON (OCT. 1), ALL DISTURBED AREAS SHALL BE REVIEWED TO IDENTIFY WHICH ONES CAN BE SEEDED IN PREPARATION FOR THE WINTER RAINS DISTURBED AREAS SHALL BE SEEDED W17HIN ONE WEEK OF THE BEGINNING OF 774E WET SEASON. A SKETCH MAP OF 7740SE AREAS TO BE SEEDED AND 7740SE AREAS TO REMAIN UNCOVERED SHALL BE SUBMITTED TO THE CITY OF RENTON FOR REVIEW. 17. ALL EROSION & SEDIMENTATION CONTROL MEASURES MUST BE APPROVED AFTER CONSTRUCTION ACTIVITY IS COMPLETE SURFACE WATER DRAINAGE NOTES AND SPECIFICATIONS 1. THESE NOTES SHALL APPEAR ON PROJECTS FOR THE SURFACE WATER UTILITY. 2. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE -CONSTRUCTION MEETING MUST BE HELD BETWEEN 774E CITY OF RENTON PLAN REVIEW SECTION AND THE APPLICANT. 3. ALL DESIGN AND CONSTRUCTION SHALL BE 1N ACCORDANCE W1774 774E RENTON MUNICIPAL CODE (RMC), 774E LATEST EDITION OF THE STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION PREPARED BY WSDOT AND THE AMERICAN PUBLIC WORKS ASSOCIATION (APWA), AS AMENDED BY 774E CITY OF RENTON PUBLIC WORKS DEPARTMENT. IT SHALL BE THE SOLE RESPONSIBILITY OF THE APPLICANT AND 774E PROFESSIONAL CIWL ENGINEER TO CORRECT ANY ERROR, OMISSION OR VARIATION FROM 774E ABOVE REQUIREMENTS FOUND IN THIS PLANS. ALL CORRECTIONS SHALL BE AT NO ADDITIONAL COST TO THE CITY. 4. APPROVAL OF THIS ROAD, GRADING, PARKING AND DRAINAGE PLAN DOES NOT CONSTITUTE AN APPROVAL OF ANY 0774ER CONSTRUCTION (E.G. DOMESTIC WATER CONVEYANCE, SEWER CONVEYANCE, GAS ELECTRICAL. ETC.)774E SURFACE WATER DRAINAGE SYSTEM SHALL BE CONSTRUCTED ACCORDING TO 774E APPROVED PLANS, WHICH ARE ON FILE IN WITH THE CITY. ANY DEWIA77ON FROM THE APPROVED PLANS WILL REQUIRE WRITTEN APPROVAL FROM THE CITY OF RENTON PUBLIC WORKS DEPARTMENT, SURFACE WATER UTILITY SECTION. 5. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 6. GRADING ACTIVITIES (SITE ALTERATION) ARE LIMITED TO THE HOURS OF 7 A.M. TO 7 P.M. MONDAY THROUGH SATURDAY AND NO WORK ON SUNDAY IS ALLOWED, UNLESS OTHERWISE APPROVED WITH A WRITTEN DECISION BY THE CITY OF RENTON. Z IT SHALL BE THE APPLICANT S/CONTRACTORS RESPONSIBILITY TO OBTAIN ALL CONSTRUCTION EASEMENTS NECESSARY BEFORE IN177A77NG OFF-SITE WORK. EASEMENTS REQUIRE CITY REVIEW AND APPROVAL PRIOR TO CONSTRUCTION. 8. FRANCHISED UTILITIES OR OTHER INSTALLATIONS THAT ARE NOT SHOWN ON THESE APPROVED PLANS SHALL NOT BE CONSTRUC7FD UNLESS AN APPROVED SET OF PLANS 774AT MEET ALL REQUIREMENTS OF CHAPTER 4 OF 774E SURFACE WATER DESIGN MANUAL ARE SUBMITTED TO THE CITY OF RENTON. 9. DATUM SHALL BE NA VD 88 UNLESS OTHERWISE APPROVED BY 774E CITY OF RENTON. REFERENCE BENCHMARK AND ELEVATIONS ARE NOTED ON THE PLANS 10. ANY DEWATERING SYSTEM NECESSARY FOR THE CONSTRUCTION OF STORMWA7ER FACILITIES MUST BE SUBMITTED TO THE CITY FOR REVIEW AND APPROVAL. 11. ALL UTILITY TRENCHES AND ROADWAY SUBGRADE SHALL BE BACKFILLED AND COMPACTED TO 95 PERCENT DENSITY, STANDARD PROCTOR. 12. OPEN CUTTING OF EXIS77NG ROADWAYS FOR NON -FRANCHISED UTILITY OR STORM DRAINAGE WORK IS NOT ALLOWED UNLESS SPECIFICALLY APPROVED BY 774E CITY OF RENTON AND N07ED ON 774ESE APPROVED PLANS. ANY OPEN CUT SHALL BE RESTORED IN ACCORDANCE Wl774 774E CITY OF RENTON TRENCH RESTORATION STANDARDS. 13. ALL SEDIMENTA77ONAROSIOIV FACILITIES MUST BE IN OPERATION PRIOR TO CLEAR/NG AND BUILDING CONSTRUCTION, AND THEY MUST BE SATISFACTORILY MAINTAINED UN 71L CONSTRUCTION 1S COMPLETED AND 774E POTENTIAL FOR ON -51 TE EROSION HAS PASSED. 14. ALL RE7EN77O1V/DE7EN77ON FACILITIES MUST BE INSTALLED AND IN OPERATION PRIOR TO OR /N CONJUNCTION W1774 ALL CONSTRUCTION ACTIVITY UNLESS OTHERWISE APPROVED BY THE PUBLIC WORKS DEPARTUENI,, SURFACE WATER UTILITY SEC 770N. 15. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION /N ACCORDANCE W774 774E CURRENT STATE OF WASHINGTON STANDARD SPECIFICATION FOR ROAD AND BRIDGE CONS7RUC770N. THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR 774E TOP OF 774E FOUNDATION MATERIAL, AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL, TO UNIFORM GRADE SO THAT 774E ENTIRE LENG7H OF 774E PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE, UNYIELDING BASE. ALL PIPE BEDDING SHALL BE APWA CLASS `C-, W17H 774E EXCEPTION OF PVC PIPE. 16. STEEL PIPE SHALL BE ALUMINIZED, OR GALVANIZED WITH ASPHALT TREATWENT /I OR BETTER INSIDE AND OUTSIDE. 17. ALL DRAINAGE STRUCTURES SUCH AS CATCH BASINS AND MANHOLES SHALL HAVE SOLID LOCKING LIDS ALL DRAINAGE STRUCTURES ASSOCIATED W1774 A PERMANENT RE7EN77ON/DElEN770N FACILITY SHALL HAVE SOLID LOCKING LIDS 18. BUILDING AND 0774ER STRUCTURES SHALL BE PLACED IN ACCORDANCE W1774 TABLE 4.1 EASEMENT WIDTHS AND BUILDING SETBACKS LINES 19. ALL CATCH BASIN GRATES SHALL BE DEPRESSED 0.10 FEET BELOW PAVEMENT LEVEL. 20. ALL DRIVEWAY CULVERTS LOCATED W774IN CITY OF RENTON RIGHT-OF-WAY SHALL BE OF SUFFICIENT LENG774 TO PROVIDE A MINIMUM 3. 1 SLOPE FROM 774E EDGE OF 774E DRIVEWAY TO 774E BOTTOM OF 774E DITCH. ROCK FOR EROSION PROTECTION OF ROADSIDE DITCHES WHERE REQUIRED, SHALL BE OF SOUND QUARRY ROCK PLACED TO A DEP774 OF ONE (1) FOOT AND MUST MEET 774E FOLLOWING SPECIFICATIONS: 4 - 8 INCH ROCK / 40 - 7OX PASSING, 2 - 4 INCH ROCK / 30 - 40% PASSING; AND LESS 774AN 2 INCH ROCK / 10 - 20' PASSING. 21. ALL BUILDING DOWNSPOUTS AND FOOTING DRAINS SHALL BE CONNECTED TO THE STORM DRAINAGE SYS7EM, 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. 22. DRAINAGE OUTLETS (STUB -OUTS) SHALL BE PROVIDED FOR EACH INDIVIDUAL LOT, EXCEPT FOR 7740SE L07S APPROVED FOR INFILTRATION BY 774E CITY. STUB -OUTS SHALL CONFORM TO 774E FOLLOWING. A. EACH OUTLET SHALL BE SUITABLY LOCATED AT 774E LOWEST ELEVATION ON 774E LOT, SO AS TO SERVICE ALL FUTURE ROOF DOWNSPOUTS AND FOOTING DRAINS, DRIVEWAYS, YARD DRAINS, AND ANY 07HER SURFACE OR SUBSURFACE DRAINS NECESSARY TO RENDER 774E LOTS SUITABLE FOR 774EIR INTENDED USE. EACH OUTLET SHALL HAVE FREE-FLOWING, POSITIVE DRAINAGE TO AN APPROVED STORMWA7ER CONVEYANCE SYSTEM OR TO AN APPROVED OU7FALL LOCATION. B. OUTLETS ON EACH LOT SHALL BE LOCATED WI774 A FIVE -FOOT -HIGH, 2" X 4" STAKE MARKED "STORM" OR "DRAIN". 774E STUB -OUT SHALL EXTEND ABOVE SURFACE LEVEL, BE VISIBLE, AND BE SECURED TO 774E STAKE. C. PIPE MATERIAL SHALL CONFORM TO UNDERDRAIN SPECIFICATIONS DESCRIBED IN CHAPTER 4 OF 774E SURFACE WATER DESIGN MANUAL AND, IF NON-METALLIC, 774E PIPE SHALL BE PLACED IN A TRENCH WITH A TRACING WIRE ABOVE OR 0774ER ACCEPTABLE DETECTION. D. PRIVATE DRAINAGE EASEMENTS ARE REQUIRED FOR DRAINAGE SYSTEMS DESIGNED TO CONVEY FLOWS 774ROUGH INDIVIDUAL LOTS. E. 774E APPLICANT/CONTRACTOR IS RESPONSIBLE FOR COORDINATING 774E LOCATIONS OF ALL STUB -OUT CONVEYANCE LINES W774 RESPECT TO 0774ER UTILITIES (E.G POWER, GAS, TELEPHONE, TELEVISION). F. ALL INDIVIDUAL STUB -OUTS SHALL BE PRIVATELY OWNED AND MAINTAINED BY 774E LOT HOMEOWNER. G. STORM DRAINAGE PIPE SYSTEMS SHALL NOT PENETRATE BUILDING FOUNDATIONS, EXCEPT FOR SUMP PUMP DISCHARGE LINES USED TO DRAIN CRAWL SPACES, PROVIDED THE SUMP PUMP SYSTEM INCLUDES BACKFLOW PREVENTION OR A CHECK VALVE. 23. ALL DISTURBED PERVIOUS AREAS (COMPACTED, GRADED, LANDSCAPED, ETC.) OF THE DEVELOPMENT S17E MUST DEMONSTRATE ONE OF 774E FOLLOWING. • 774E EXISTING DUFF LAYER SHALL BE STAGED AND REDISTRIBUTED TO MAINTAIN THE MOISTURE CAPACITY OF 774E SOIL, OR, AMENDED SOIL SHALL BE ADDED TO MAINTAIN THE MOIS7URE CAPACITY. 24. PROOF OF LIABILITY INSURANCE SHALL BE SUBMITTED TO 774E CITY PRIOR TO CONSTRUCTION PERMIT ISSUANCE. 25. ISSUANCE OF 774E BUILDING OR CONSTRUCTION PERMITS BY 774E CITY OF RENTON DOES NOT RELIEVE THE OWNER OF THE CONTINUING LEGAL OBLIGATION AND/OR LIABILITY CONNECTED WI7H STORM SURFACE WATER DISPOSITION. FURTHER, THE CITY OF RENTON DOES NOT ACCEPT ANY OBLIGATION FOR 774E PROPER FUNCTIONING AND MAINTENANCE OF 774E SYSTEM PROVIDED DURING CONSTRUCTION. 26. 774E CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARD, SAFETY DEVICES, PR07EC77VE EQUIPMENT, FLAGGERS, AND ANY 07HER NEEDED ACTIONS TO PROTECT 774E LIFE, HEAL774, AND SAFETY OF 774E PUBLIC, AND TO PR07ECT PROPERTY IN CONNECTION W1774 774E 27. PERFORMANCE OF WORK. ANY WORK WITHIN THE TRAVELED RIGHT-OF-WAY THAT MAY INTERRUPT NORMAL 7RAMC FLOW SHALL REQUIRE A 7RAMC CONTROL PLAN APPROVE BY 774E PUBLIC WORKS DEPARTMENT, TRANSPORTATION SYSTEMS DIVISION. ALL SECTIONS OF 774E WSDOT STANDARD SPECIFICATIONS 1-07-23 TRAFIIC CONTROL SHALL APPLY. 28. PROJECT LOCATED W1774IN 774E AQUIFER PROTECTION AREA (APA) SHALL COMPLY W1774 SPECIAL REQUIREMENT jf6 OF 774E SURFACE WATER DESIGN MANUAL AND AQUIFER PR07EC71ON REGULATIONS (RMC 4-3-050). UNDERGROUND UTILITY NOTE UNDERGROUND U77LITIES ARE SHOWV IN THE APPROXIMATE LOCATION. THERE IS NO GUARANTEE THAT ALL UTILITY LINES ARE SHOWN, OR THAT THE LOCA770N, SIZE AND MATERIAL IS ACCURATE THE CONTRACTOR SHALL UNCOVER ALL INDICATED PIPING WHERE CROSSING, INTERFERENCES, OR CONNECT70NS OCCUR PRIOR TO TRENCHING OR EXCA VA TION FOR ANY PIPE OR STRUCTURES, TO DETERMINE ACTUAL LOCATIONS, SIZE AND MATERIAL. THE CONTRACTOR SHALL MAKE THE APPROPRIATE PROVISION FOR PROTECT70N OF SAID FACILITIES THE CONTRACTOR SHALL N077FY ONE CALL AT 8-1-1 (WASHINGTON811. COM) AND ARRANGE FOR FIELD LOCAT70N OF EXIS77NG FACILITIES BEFORE CONSTRUCTION. SURVEYED: SCALE: MITCH EVENS, PIP `�"� NAw 199 AS NOTED HORIZONTAL: NAD 'e°'/'ee' DESIGNED MATT FEATHERST DRAWN: SHAWN COOPER ONE INCH DATUM CHECKED AT FULL SCALE TIMOTHY HO, PE IF NOT ONE NCH NO. REVISION BY DATE AP P R APPROVED: SCALE ACCORDINGLY GEOFF TAMBLE, 51101/7 : R-393502 APPROVED FOR CONSTRUCTION SUBJECT TO ERRORS AND OMISSIONS LANGSTON ALLEY PROJECT ROAD AND UTILITY IMPROVEMENTS NOTES AND LEGEND DATE: DATE: DATE: DATE: 05/10/17 FIELDBOOK: PAGE DRAWING NO: GN -01 sHE - 2 x:27 LEGEND PROPOSED FEATURES ---BOUNDARY MAILBOX RIGHT-OF-WAY SIGN LOT LINE FLOW & CURB STREET LIGHT CENTER LINE ------------- SA WCU T r=ASPHALT PAVEMENT EASEMENT SIDEWALK GRADING AND TESC FEATURES 190 f0' PROPOSED CONTOURS ® OVERFLOW STRUCTURE 192 2' PROPOSED CONTOURS -4 PIPE FLOW RETAIN/NG WALL INTER/M CATCH BASIN ROCKERY PRO 7EC77ON (GRAVEL) SILT FENCE INTER/M CATCH BASIN CONSTRUCTION FENCE PROTECTION (INSERT) CLEARED AREA TRIANGULAR SILT DIKE LIMITS OF CLEARING ® RIPRAP • • • INTERCEPTOR SWALE INTERCEPTOR CULVERT TEMPORARY STORM PIPE PROPOSED STORM DRAINAGE STORM DRAIN PIPE PIPE FLOW ------------- ROOF & FOOTING DRAIN CULVERT END -------------------------- ROCKERY DRAIN • YARD DRAIN 0 RIPRAP PAD STORM CLEANOUT ■ CATCH BASIN, TYPE I ® CATCH BASIN, TYPE 11 PROPOSED SANITARY SEWER AND WATER -�-� SEWER MAIN •} BLOW OFF SEWER SERVICE ] H H[ [ GATE VALVE --- - WATER MAIN '1 Yr 0 SEWER MANHOLE m TEE W/ CONC BLOCKING PIPE FLOW BEND W/ CONC BLOCKING SEWER CLEANOUT ]►[ REDUCER WATER ME7ER ] SLEEVE IRRIGATION METER FIRE HYDRANT EXISTING FEATURES ADJACENT PARCEL -0- POWER POLE ADJACENT RIGHT-OF-WAY E- GUY ANCHOR - CENTERLINE ¢ STREET LIGHT EASEMENT ❑ TRANSFORMER - - - - - - - SURFACE FEATURES L111L111/1/1/1 BUILD/NG FOO TPR/NT ,f1 POWER METER - »»» 10' CONTOURS Z JUNCTION BOX 2' CONTOURS M GAS METER SD- STORM DRAIN PIPE - - - SS- SEWER MAIN KIS GAS VALVE - - W - WATER MAIN o MAIL BOX O H P AERIAL POWER LINE Fl SIGN ----G- X GAS MAIN FENCE CONIFEROU TREE S RETAINING WALL ROCKERY DECIDUOUS TREE ❑ CATCH BASIN, TYPE l CONIFEROUS TREE Q❑ CATCH BASIN, TYPE 11 TO BE SAVED D SD PIPE FLOW DECIDUOUS TREE O SEWER MANHOLE TO BE SAVED D SS PIPE FLOW El ASPHALT Q FIRE HYDRANT E9-- WATER METER 0 CONCRETE N GATE VALVE El GRA VEL : R-393502 APPROVED FOR CONSTRUCTION SUBJECT TO ERRORS AND OMISSIONS LANGSTON ALLEY PROJECT ROAD AND UTILITY IMPROVEMENTS NOTES AND LEGEND DATE: DATE: DATE: DATE: 05/10/17 FIELDBOOK: PAGE DRAWING NO: GN -01 sHE - 2 x:27 I 1- I 0 W 3 U W o� 0 I (DQ) of "� s ,Q o m .c E J J o I� 3 Lo'o o; �o i" t\ � N u S p o �W ....... . � �'Lp0 ....... \ �� EX WA ER EX SDMH 8028, T -ll 48'" EX CB 8055 - ... 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S • .., _ . 8 D / O " EC `* . , \� �--� 7 / > / .• - l »' f... / EX ELEV=231.94' 8711060883\ \. \ . �O. _ ' ,:. l .:,. ..� 16,.SEQ / S "„ i l EX SSMH 7613 ' . ��1 \- �..� 33..; �: `. & D EX R R TIE l / /�/ / . / t, HOUSE O, pp. (3/16/2016) SO �. V .� �. 9• l / PLANTER l / /� !% #221 OVERHEAD POWER (COR# 4903) .': •00' •p s /!/ / / / . 1 ~*'1"1. FND PUNCH ON 1-3 BRASS DISK IN 4"x4" TO BE RELOCATED RIM:' 115.97 �:� .. ��. .r_? Ode AREA 10 GATS / / 3. / / I / 01 ,., "`,. „ 12'C / i. / './ Rq'000�. / �/� 38 CONC MON IN CASE, DN. £}.6' UNDERGROUND 6'` VCP lE 111.58 EW \. \ �/ 12 C `` ., ,I ( ) TVA Oyp EX 4 TALL �' MFO I " :_ I '\,,.,\» CITY OF REN TON CONTROL #754 / / I {3/16/2016) I O / EX LAVA �/ / FND 1/2" REBAR Sp 00• SS �00p• ROCK/PAVERS / BLO �NWALL FND 1 2"REBAR AND l IN CONC, 0.20 S. : / l FND 1 2"REBAR SMASHED CAP DN. 0.2; x 1.40 E / �� ;` i % / �/ (3/28/2016) W (W/SMASHED CAP), 0.17 N. x 1.24 E. EX �� p l / EX. 5' WIDE I LEGAL D E S C R / PT/ 13 N 0.10 N. x 1.12 E. 3 25 2016 PP \ \ GA FE / l .�F 1 i� (/ / ) EX WOOD SHED 12'A \ \ S �1, / I� / 23, 24 AND 25, TOWN AND COUNTRY CLUB BUNGALOW SITES, ACCORD/NG TO THE (3/25/20 6) o \ \"\�w � . / / _ / ode LOTS 8. 9, 10, 21, 22, „� h FND 1/2" REBAR AND CAP i y/ NO FOUNDA TION oy� fi/� -\_ �. . / / PLAT THEREOF RECORDED /N VOLUME 19 OF PLA TS, PAGE 21, RECORDS OF KING COUNTY, WASHINGTON, q> EX 6' TALL It Wsl LSf16916, UP 0.1, 0.10N. :(GRAVEL FILL) I P\\ �S I. �j / / '` w ,,,FEhICE i x 1.05 E. (3/25/2016) Sp ��/'.:1 � / / / - TOGETHER WITH VACATED ALLEY LYING BETWEEN LOTS 23 AND 24L; ALSO TOGETHER WITH WEST HALF OF _ 00` \ "�//j VACATED ALLEY ADJOIN/NG LOT 8 ON THE EAST; EX 6 \� y� S / 0 /) j EX SSMH 1215 ;: ALLEY O 38;rC 70u00 // e #3..3 (COR 04) TE /N THE C TY OF K OF W /NG », .» , !�, SITUA OUN /NG STATE ASH TON O �r RlM 3.40 a FR �fQ. \ . ;;;: ; FND 1/2 REBAR, 0.17S. GgR'L/FD j ERRA COT EWS LOTS 11, 12, 13 AND THE EAST HALF OF LOT 14 AND LOTS 18, 19, 20, TOWN AND COUNTRY CLUB x 1.41E FND 1-1/4 "L P., UP / _. SS\: O qGE /l BUNGALOW SI TES, ACCORDING TO THE PLAT THEREOF RECORDED /N VOLUME 19 OF PLATS, PAGE 21, (3/25/2016) ry 1.3' (W/0.2' LEAN TO / \ ..� I ��/ �Q/ EX 5' HIGH RECORDS OF K/NG COUNTY, WASH/NGTON. O S)., 0.02 N. x 1.11 'W. EX CONC / ' . �// O CINDER BLOCK (/ / ) . .../Sp \SS. / TOGETHER WITH AN EASEMENT FOR INGRESS, EGRESS AND U77LI71ES OVER THE NORTH 10 FEET OF LOTS 16 "' 3 21 2016 PAVERS WALL „" AND GRA:VE \ :- 00: STV ` ... I FND 1-1/2"LP., FLUSH AND 17 OF SAND PLAT,• `` "? EX FIREWOOD W/GND, 0.26 N. x 0.53 E. `S00 FNl7 1/2"REBAR AND !, ' / \ \ .- / � STORAGE SHED SITUATE /N THE COUNTY OF K/NG, STATE OF WASHINGTON. O CAP WSI LS#16916, UP ry I %T/, �. > ; * `l (3/22/2016) 0.4; 0>085. x 1.51 E /� O '/ ter. ✓ ""„ EX 6' CLFNC (3/25%2016) '4' { ND 1"L P. w/woo / "`»,, y CONTS N. BAS/S OF BEAR/NGS PLUG & TK, FLUSH / ��//'' ", V �,,\ I N \:' \ / W GND 0.47N. x i HELD NORTH 72i7016 WEST ALONG THE MONUMENTED LINE BETWEEN MONUMENTS 11 AND 12. CMU WALL CONT ry / / SO �/ { \ EX 6' CLFNC # # W 3 BFNC SOD EX O> 0.22'W. ONP \ ` _ " W. END 3' WIDE GATE T/71 O FND 3/4'l.P., UP 0.2; h> 00 l \ \ \ / PLANTER_ ; (3/21/2016) �' S ,,// / ,, \ 1.25 N. x 0.64'W. ,» „ l . ' S \ " „ . EX 6' BFN DA T U M V ,,, k 4REA / FND 2'l.P., DN. 0.2� EY k C 11 \ 3 2 201 _ . SO \`: \ ,, . �G ,/ /' `», \ / 5/ 6) / 0.50 N. x 0.08 E. l OFC I? jD9 00 • \ ", : qR ILIA EX WOOD _,,,,. \ \ - I / /�Tj \ S %;y/ qGE HORIZONTAL DATUM: NAD 1983/91 (CITY OF RENTON) FRAMED \k / \ ..:> ) ,,� k S� B Nc VER77CAL DATUM: CITY OF RENTON (NAND 88� ,.' SHED "`», \ /' �` S EDGE OF \ . „„ `, ',, ,/ q .,, \ - S, .,� j HEDGE \ ` ,. FND 1/2"REBAR AND O0 <' % \, S1/ ORIGINATING BENCHMARK -CONTROL POINT X1853, FND TK /N LEAD /N 3x3 CONC MON /N CASE, DN. CAP WSI LS 16916 UP " `` ", E� 2, Ory l l > \ \ �/ 0.55' ®INTERSEC770N OF SW LANGSTON RD AND THOMAS AVE SW # „`". EX 4' TALL /1'00p STOQ h, i \ _ ",,. /� ..� 0.4; 0.10N. x 1.55E 0/// �' l /' �. (3/25/2016) 6' BFNC HOGWIRE �l/yOUSFR`1�ED J 4i EXS�iVG N 5600, : `..,.... * mss PA� ELEVATION; 231.94' 1/ E /� !y �E O \ L FENOE ,/ 30� l /OqY S',7 Y :h 2-8 ` .,, , \ E. END , TEMPORARY BENCHMARK cry ,l _ ` o E EiV - o. s ,. O , / E c / ✓�/ _ h: ''L TBM A: SET R R SP/KE IN SOUTH FACE POWER POLE WITH TRANSFORMER LOCA7FD ON 714E „» 1/ X303 3 14' q� `„ I SOUTHERLY OF S W. LANGSTON RD., IN FRONT OF HOUSE 312 », 0" C! FND 1 1/4 "l. P., DN: 1 8 , "„ \,y, N 7.0'140 /�� 2-16" C 12'�JE (3/25/2016) py,329" i,:. XAoRC....::: ELEV. - 124.48 > l hI ", .,..,,. r : EX SSMH 7697 fY / ::,. FND 1/2" REBAR AND CAS' ` ., COR 4905 / TBM - B: SET SCRIBED ?C ON WESTERLY BONNET BOLT OF A FIRE HYDRANT LOCATED ON NORTHERLY J_,, �� , - , t is ( # ) f:. JnF nF S W / dNrSTnAl Rn FAST nF THF lN7FRSFC77nAl nF S W / AmrzgmN Pn he l wn AW NDTEE 1. ALL EXISTING STRUCTURES, U77LI77ES AND HARDSCAPE ONSITE ARE TO BE REMOVED UNLESS OTHERWSE /ND/CA 7ED. 2. UNDERGROUND ALL PROPOSED AND EXIST7NG ONSITE POWER AND 7ELEWS/ON u17LI77ES. NOTES 1. ALL STRUCTURES, PAVING, APPURTENANCES AND VEGETAT70N SHALL BE DEMOLISHED UNDER SEPARA7E PERMIT AND SHALL BE CONDUCTED PRIOR TO CONSTRUCT70N TO ROW ELEMENTS UNDER 7H/S PERMIT. UNDERGROUND UT/L/TY NOTE UNDERGROUND U77LI17ES ARE SHOWN /N THE APPROXIMATE LOCA770N. THERE /S NO GUARANTEE 7HAT ALL U77LITY LINES ARE SHOWN, OR 7HAT 1NE LOCARON, SIZE AND MATERIAL IS ACCURATE THE CONTRACTOR SHALL UNCOVER ALL INDICATED PIPING WHERE CROSSING, INTERFERENCES, OR CONNEC77ONS OCCUR PRIOR TO 7RENCHING OR EXCAVA77ON FOR ANY PIPE OR STRUCTURES, TO DETERMINE ACTUAL LOCAPONS, SIZE AND MA7ER/AL. THE CONTRACTOR SHALL MAKE THE APPROPRIATE PROVISION FOR PR07EC77ON OF SAID FAC/LI77ES. THE CONTRACTOR SHALL N077FY ONE CALL A T 8-1-1 (WASHINGTON811. COM) AND ARRANGE FOR FIELD LOCAT7ON OF EXISTING FACIL1 7ES BEFORE CONSTRUC770N. C 2017 7HE BLUELINE GROUP N0. ,n 'x, n 3o ,IV ` .,,. L� l '� � ._ �n'n�� s / ,' ✓, OY-,VA ,' ,j ice/ Cil JJIW 7 LVI`tl / i RIM 87.99 4 ' 20 ;18'; SS '' �� 16';14" Mme. 00, C/ 6" lE 74.51 CTR CHNNL(E-W) k� UNSURE of MATERIAL \ \\ fND 1 'l. P., DN. 0.2; 8"? !E 81.49 DROP(SW) FND 3/4'l.P., DN. Q 7; ` ,, 7 0.03N. x 0.72E 0.17N.x0.31E \ :,"`" 3252016 (3/22/2016) " �_ . „.,. SURVEYED: SCAM. MITCH EVENS, PLS AS NOTED MATT FEATHERSTO SHAWN COOPER ONE INCH CHECKED AT FULL SO E TIMOTHY H0, PE IF NDT CNE INCH REVISION BY DATE AP P R APPROu�: SCALE ACCGRDINGLY GEOFF TAMBLE, P 51/0//7 BY: DATE: BY: DATE: LANGSTON ALLEY PROJECT ROAD AND UTILITY IMPROVEMENTS EXISTING CONDITIONS 05/10/17 PAGE: EC -01 T I• D Fe, 1 05 h 0 ui I- � SSS O EX SDMH 8028, T EXE EX CB 803 1 30" \ \SSS \ \ gN W/ T-1 LID \ ` RIM °11 69 W/ T-1 LID \ \ 12" CONC 7E :Z ..5 09 bt EX CB 8055, T -I RIM 125.52 N�\ \ W \ 12" CONC lE 115 05 .( RIM 109.22 12" CONC IE 120.93 (W) /O \ \ / 6" CONC IE 104.92 (W) UNKNOWN LOCATION OF 12" CONC 1E'120.79 (E) \ �� 4" CONC IE 104.90 (S) TRANSITION IN PIPE SIZE 10" CONC* lE 104.16 (E) AND MATERIAL `oNP�*VERIFIED 11 EX SSMH 550 S\ \ ��`� EX CB -.8054, T -I RIM 133.56 RIM 108.76 RIM 105.97 ( ) 00 \ W \ �� II 12" CONC lE 99.48 EW 12" CONC °lE 127 54 (SW) �� 4 " CONC lE 107.57 {N) 12 ADS IE 127 4.5 (W) _` _`.� .� / SS\ \ I� 8 CONC lE (N) EX SDMH 8056, T -ll 48" 12 CONC lE 12729 "(NW).. 12" CONC lE 126.97 (E) " ` ,L� P •• \' / j \ SSS R ' DI., 10/.7 00.53 (W) � 3 S9' n 1 L\ \ \SS\ W \ � Sp I *2» CONC lE 100.52 (S) T / N A \ .. VERIFIED zz ? V :. W` \ \Sp EX SDMH 8021, T -Il 48» RIM , 102.90 12 CON'C1,10037(W) • '„ ` \ \��\ �: / `3p SS\ W� 12 CONC IE U-22. (N) 12 CONC lE 99.99 . \ S CATCH BASIN ?b. \ PROTECTION PER DETAIL ON TD --01 / H EX > i \ HtMA/N EX 10' INGRESS, / EGRESS AND UTILITY I EASEMENT REC. NO. 8711060883 A)=PROX. EARTHWORKS CUT 337 CY FILL: 365 CY DEMO NOTES EXIS77NG ONSITE BUILDINGS AND HARDSCAPE TO BE REMOVED UNLESS 077-IERWSE NOTED. MAX/MUM RELEASE RATE 774E MAXIMUM RELEASE RATE FROM THE SITE AT ANY 77ME DURING CONSTRUC71ON AND DURING THE MAINTENANCE AND DEFECT PERIOD IS 50% EXIS77NG 2 YEAR PEAK FLOW (0.116 CFS) WHEN THE FLOW CONTROL STRUCTURE IS BYPASSED AND/OR WHEN THE (, VA UL T IS DRAINED. NOTES 1. NO ON STREET CONS7RUC770N PARKING ON SW LANGSTON RD. USE CONSTRUCTION STAGING AREA. SANT -CANS ARE TO BE LOCATED ON SITE, NOT ON ABUTTING STREETS 2. ALL CONSTRUCTION VEHICLES MUST ENTER/EXIT THE SITE USING APPROVED CONSTRUCTION ENTRANCES IF NEEDED CITY INSPECTOR MAY REQUIRE PERIMETER FENCING TO CONTROL SI7E ACCESS. J. INTERCEPTOR SWALES TO BE GRADED W 7H MIN. 0.50% SLOPE. 4. SILT FENCE TO BE RELOCATED AS NEEDED. 5. TREE PR07EC77ON BARRIERS SHALL BE INSTALLED ALONG THE OUTER EDGE AND COMPLETELY ENCOMPASS THE DRIPLINE OF TREES IDENTIFIED FOR RETENTION. PR07EC77ON BARRIERS SHALL CONSIST OF FENCING AT LEAST SIX FEET HIGH, CONSTRUCTED OF CHAIN LINK OR A LINE OF ORANGE COLORED 2x4" STAKES PLACED NO MORE 77 -IAN TEN FEET APART CONNECTED BY HIGHLY WSIBLE SURVEYORS RIBBON, AND SIGNS READING "'REE SAVE AREA': 6. SAVED TREES WHERE CLEARING LIMITS ENCROACH INTO THE DRIPLINE SHALL BE INSPECTED BY AN ARBORIST AND IF IT IS DETERMINED THAT THE TREE WILL NOT SURVIVE THEN REPLACEMENT TREES WILL BE PROVIDED PER CITY OF REN TON REQUIREMENTS. Z PRIOR TO ACCEPTANCE IN M&D PROGRAM, STORM SYSTEM SHALL BE TELEWSIONED AND CD PROVIDED TO CITY INSPECTOR. 8. CONTRACTOR SHALL COORDINATE WITH UTILITIES FOR PR07EC77ON OF U77LITY RELOCA77ON PRIOR TO CONSTRUCTION. NOTIFY ENGINEER OF RECORD OF ANY CHANGES. UNDERGROUND UTILITY NOTE UNDERGROUND U71LI77ES ARE SHOWN IN THE APPROXIMATE LOCATION. 77-IERE IS NO GUARANTEE THAT ALL U77LITY LINES ARE SHOWN, OR 77 -IAT 774E LOCATION, SIZE AND MATERIAL IS ACCURATE. THE CONTRACTOR SHALL UNCOVER ALL INDICATED PIPING WHERE CROSSING, INTERFERENCES, OR CONNECTIONS OCCUR PRIOR TO TRENCHING OR EXCAVATION FOR ANY PIPE OR STRUCTURES, TO DETERMINE ACTUAL LOCATIONS, SIZE AND MATERIAL. THE CONTRACTOR SHALL MAKE THE APPROPRIATE PROVISION FOR PROTECTION OF SAID FACILITIES, THE CONTRACTOR SHALL N077FY ONE CALL AT 8-1-1 (WASHINGTON811. COM) AND ARRANGE FOR FIELD LOCA T70N OF EXIS77NG FACILITIES BEFORE CONSTRUCTION. 11. RELOCATE EROSION CONTROL MEASURES OR INSTALL NEW MEASURES SO THAT AS SITE COND177ONS CHANGE THE EROSION AND SEDIMENT CONTROL IS ALWAYS �� E X 'CON FS S 5�/O�/7 / LX MA1L&UX \ \+ �? IN DISREPAIR EX SSMH x7613 / RIM 115.97 IN ACCORDANCE WITH THE CITY OF RENTON EROSION AND SEDIMENT CONTROL STANDARDS. ' �. • D 12. CLUSTER TO BE RELOCA TED OC $$ '\ � EX WOOD ' FRAMED 6 TERRA COTTA IE 111.58 (EW) HIGH VISIBILITY WOOD FIBER MULCH, COMPOST, PLAS77C SHEETING OR EQUIVALENT. ;... :'` �• '_ •=... v 6 GARAGE CONSTRUCTION FENCE TYP f I l • M 14. l Sx \ ,. TIMOTHY HO, PE OT IF NONE NCH _ 15. UPON COMPLE77ON OF THE PROJECT, ALL DISTURBED AREAS MUST BE STABILIZED AND BMPS REMOVED. NO. REVISION BY DATE AP P R AiRawm: SCALE ACCORDINGLY HtMA/N EX 10' INGRESS, / EGRESS AND UTILITY I EASEMENT REC. NO. 8711060883 A)=PROX. EARTHWORKS CUT 337 CY FILL: 365 CY DEMO NOTES EXIS77NG ONSITE BUILDINGS AND HARDSCAPE TO BE REMOVED UNLESS 077-IERWSE NOTED. MAX/MUM RELEASE RATE 774E MAXIMUM RELEASE RATE FROM THE SITE AT ANY 77ME DURING CONSTRUC71ON AND DURING THE MAINTENANCE AND DEFECT PERIOD IS 50% EXIS77NG 2 YEAR PEAK FLOW (0.116 CFS) WHEN THE FLOW CONTROL STRUCTURE IS BYPASSED AND/OR WHEN THE (, VA UL T IS DRAINED. NOTES 1. NO ON STREET CONS7RUC770N PARKING ON SW LANGSTON RD. USE CONSTRUCTION STAGING AREA. SANT -CANS ARE TO BE LOCATED ON SITE, NOT ON ABUTTING STREETS 2. ALL CONSTRUCTION VEHICLES MUST ENTER/EXIT THE SITE USING APPROVED CONSTRUCTION ENTRANCES IF NEEDED CITY INSPECTOR MAY REQUIRE PERIMETER FENCING TO CONTROL SI7E ACCESS. J. INTERCEPTOR SWALES TO BE GRADED W 7H MIN. 0.50% SLOPE. 4. SILT FENCE TO BE RELOCATED AS NEEDED. 5. TREE PR07EC77ON BARRIERS SHALL BE INSTALLED ALONG THE OUTER EDGE AND COMPLETELY ENCOMPASS THE DRIPLINE OF TREES IDENTIFIED FOR RETENTION. PR07EC77ON BARRIERS SHALL CONSIST OF FENCING AT LEAST SIX FEET HIGH, CONSTRUCTED OF CHAIN LINK OR A LINE OF ORANGE COLORED 2x4" STAKES PLACED NO MORE 77 -IAN TEN FEET APART CONNECTED BY HIGHLY WSIBLE SURVEYORS RIBBON, AND SIGNS READING "'REE SAVE AREA': 6. SAVED TREES WHERE CLEARING LIMITS ENCROACH INTO THE DRIPLINE SHALL BE INSPECTED BY AN ARBORIST AND IF IT IS DETERMINED THAT THE TREE WILL NOT SURVIVE THEN REPLACEMENT TREES WILL BE PROVIDED PER CITY OF REN TON REQUIREMENTS. Z PRIOR TO ACCEPTANCE IN M&D PROGRAM, STORM SYSTEM SHALL BE TELEWSIONED AND CD PROVIDED TO CITY INSPECTOR. 8. CONTRACTOR SHALL COORDINATE WITH UTILITIES FOR PR07EC77ON OF U77LITY RELOCA77ON PRIOR TO CONSTRUCTION. NOTIFY ENGINEER OF RECORD OF ANY CHANGES. UNDERGROUND UTILITY NOTE UNDERGROUND U71LI77ES ARE SHOWN IN THE APPROXIMATE LOCATION. 77-IERE IS NO GUARANTEE THAT ALL U77LITY LINES ARE SHOWN, OR 77 -IAT 774E LOCATION, SIZE AND MATERIAL IS ACCURATE. THE CONTRACTOR SHALL UNCOVER ALL INDICATED PIPING WHERE CROSSING, INTERFERENCES, OR CONNECTIONS OCCUR PRIOR TO TRENCHING OR EXCAVATION FOR ANY PIPE OR STRUCTURES, TO DETERMINE ACTUAL LOCATIONS, SIZE AND MATERIAL. THE CONTRACTOR SHALL MAKE THE APPROPRIATE PROVISION FOR PROTECTION OF SAID FACILITIES, THE CONTRACTOR SHALL N077FY ONE CALL AT 8-1-1 (WASHINGTON811. COM) AND ARRANGE FOR FIELD LOCA T70N OF EXIS77NG FACILITIES BEFORE CONSTRUCTION. 11. RELOCATE EROSION CONTROL MEASURES OR INSTALL NEW MEASURES SO THAT AS SITE COND177ONS CHANGE THE EROSION AND SEDIMENT CONTROL IS ALWAYS �� ~,,,, 'CON FS S 5�/O�/7 \+ �? IN DISREPAIR IN ACCORDANCE WITH THE CITY OF RENTON EROSION AND SEDIMENT CONTROL STANDARDS. 12. COVER ALL AREAS THAT WILL BE UNWORKED FOR MORE THAN SEVEN DAYS DURING THE DRY SEASON OR TWO DAYS DURING THE WET SEASON WITH STRAW, SURVEYED: MITCH EVENS, PLS SCALE AS NOTED __ H °�� A �9' %�9°1 CITY 0 F WOOD FIBER MULCH, COMPOST, PLAS77C SHEETING OR EQUIVALENT. DESIGNED: 13 STABILIZE ALL AREAS THAT REACH FINAL GRADE WITHIN SEVEN DAYS MATT FEATHERSTO � R E N T 0 N DRAWN: SHAWN COOPER 14. SEED OR SOD ANY AREAS TO REMAIN UNWORKEDONE FOR MORE THAN 30 DAYS. CHECKED: INCH AT FULL SCALE DATUM .. .. Planning/Building/Public Works Dept. P TIMOTHY HO, PE OT IF NONE NCH 15. UPON COMPLE77ON OF THE PROJECT, ALL DISTURBED AREAS MUST BE STABILIZED AND BMPS REMOVED. NO. REVISION BY DATE AP P R AiRawm: SCALE ACCORDINGLY GEOFF TAMBLE, P C 2017 THE BLUELINE GROUP R-393504 APPROVED FOR CONSTRUCTION SUBJECT TO ERRORS AND OMISSIONS BY: I DATE: BY: I DATE: BY: I DATE: BY: I DATE: LANGSTON ALLEY PROJECT ROAD AND UTILITY IMPROVEMENTS GRADING AND TESC PLAN 05/10/17 PAGE: DRAWING NO: TP -01 4 �-J C? / I 0 r) W I— 4' MIN 1' DEPTH 2"- 4" ROCK 2' SETTLING DEPTH 1 r 11-5' SEDIMENT STORAGE V DEPTH 3/4" - 1-1/2' WASHED GRAVEL CROSS SECTION NTS 1' OVERFLOW DEPTH 6' MAX. �— OUTFLOW POST SPACING MAY BE INCREASED CHANNEL IF TO B' IF WIRE BACKING IS USED CONSTRUCTED BY g EXCAVATION. FILTER FABRIC FENCING NOTE: MAY BE CONSTRUCTED BY EXCAVATION OR BY BUILDING A BERM �Y snU. PUBLIC WORKS SEDIMENT TRAP STD. PLAN — 211.00 DEPARTMENT MARCH 2008 STANDARD STRENGTH GRATE FILTER FABRIC VIII ILII: II �� III CATCH BASIN 1. CONDITION OF USE 1.1. SHALL BE PROVIDED FORALL STORM DRAIN INLETS DOWNSLOPEAND WITHIN 500 FEET OF A DISTURBED OR CONSTRUCTION AREA, UNLESS THE RUNOFF THAT ENTERS THE CATCHBASIN WILL BE CONVEYED TOA SEDIMENT POND OR TRAP. 1.2. MAY BE USED ANYWHERE AT THE APPLICANT'S DISCRETION TO PROTECT DRAINAGE SYSTEM. 1.3. THE CONTRIBUTING DRAINAGE AREA MOST NOT BE LARGER THAN 1 ACRE. 2. DESIGN AND INSTALLATION SPECIFICATIONS 2.1. FILTER FABRIC IS ONLY ALLOWED WERE PONDING WILL NOT BEA TRAFFIC CONCERN AND WHERE SLOPE EROSION WILL NOT RESULT IF THE CURB IS OVERTOPPED BY PONDED WATER. 2.2. THE PLACEMENT OF A FILTER FABRIC UNDER GRATES IS GENERALLY PROHIBITED AND THE USE OF FILTER FABRIC OVER GRATES IS STRICTLY LIMITED AND DISCOURAGED. 3. MAINTENANCE STANDARDS 3.1. ANY ACCUMULATED SEDIMENT ON OR AROUND INLET PROTECTION SHALL BE REMOVED IMMEDIATELY. SEDIMENT SHALL NOT BE REMOVED WITH WATER AND ALL SEDIMENT MUST BE DISPOSED OF AS FILL ON SITE OR HAULED OFF SITE. 4�1 STD. PLAN — 216.20 a PUBLIC WORKS FILTER FABRIC PROTECTION DEPARTMENT MARCH 2008 C 2017 THE BLUELINE GROUP JOINTS IN FILTER FABRIC SHALL BE SPLICED AT POSTS. USE STAPLES, WIRE RINGS, OR FOIIIVAI FNT T ATTACH FARRIC TO PC]STS_ 2"x2" BY 14 Ga. WIRE OR EQUIVALENT, IF STAI STRENGTH FABRIC I FIL- MINIMUM 4"x4" TRENCH BACKFILL TI 2"x4" WOOD POSTS, STEEL POSTS, REBAR, OR EQUIVALENT NOTES 1. CONDITION OF USE 1.1. SILT FENCE MAY BE USED DOWNSLOPE OF ALL DISTURBED AREAS. 1.2. SILT FENCE IS NOT INTENDED TO TREAT CONCENTRATED FLOWS, NOR IS INTENDED TO TREAT SUBSTANTIAL AMOUNTS OF OVERLAND FLOW. ANY CONCENTRATED FLOW MOST BE CONVEYED THROUGH THE DRAINAGE SYSTEM TO A SEDIMENT TRAP OR POND. 2. DESIGN AND INSTALLATION SPECIFICATIONS 2.1. THE GEOTEXTILE USED MOST MET THE STANDARD LISTED BELLOW. A COPY OF THE MANUFACTURER'S FABRIC SPECIFICATIONS MOST BE AVAILABLE ON SITE. 6' MAX. u � POST SPACING MAY BE INCREASED 0.02 SECA-1 MINIMUM TO B' IF WIRE BACKING IS USED 180 LBS. MIN. FOR EXTRA STRENGH FABRIC 2"x2" BY 14 Ga. WIRE OR EQUIVALENT, IF STAI STRENGTH FABRIC I FIL- MINIMUM 4"x4" TRENCH BACKFILL TI 2"x4" WOOD POSTS, STEEL POSTS, REBAR, OR EQUIVALENT NOTES 1. CONDITION OF USE 1.1. SILT FENCE MAY BE USED DOWNSLOPE OF ALL DISTURBED AREAS. 1.2. SILT FENCE IS NOT INTENDED TO TREAT CONCENTRATED FLOWS, NOR IS INTENDED TO TREAT SUBSTANTIAL AMOUNTS OF OVERLAND FLOW. ANY CONCENTRATED FLOW MOST BE CONVEYED THROUGH THE DRAINAGE SYSTEM TO A SEDIMENT TRAP OR POND. 2. DESIGN AND INSTALLATION SPECIFICATIONS 2.1. THE GEOTEXTILE USED MOST MET THE STANDARD LISTED BELLOW. A COPY OF THE MANUFACTURER'S FABRIC SPECIFICATIONS MOST BE AVAILABLE ON SITE. 2.2. STANDARD STRENGTH FABRIC REQUIRES WIRE BACKING TO INCREASE THE STRENGTH OF THE FENCE. WIRE BACKING OR CLOSER POST SPACING MAY BE REQUIRED FOR EXTRA STRENGTH FABRIC IF FIELD PERFORMANCE WARRANTS A STRONGER FENCE. 2.3. WHERE THE FENCE IS INSTALLED, THE SLOPE SHALL NOT BE STEEPER THAN 2H:1V 2.4. IF ATYPICAL SILT FENCE IS USED, THE STANDARD 4X4 TRENCH MAY NOT BE REDUCED AS LONG AS THE BOTTOM 8 INCHES OF THE SILT FENCE IS WELL BURIED AND SECURE IN A TRENCH THAT STABILIZES THE FENCE AND DOES NOT ALLOW WATER TO BYPASS OR UNDERMINE THE SILT FENCE. 3. MAINTENANCE STANDARDS 3.1. ANY DAMAGE SHALL BE REPAIR IMMEDIATELY. 3.2. IF CONCENTRATED FLOES ARE EVIDENT UPHILL OD THE FENCE, THEY MUST BE INTERCEPTED AND CONVEYED TO A SEDIMENT TRAP OR POND. 3.3. IT IS IMPORTANT TO CHECK THE UPHILL SIDE OF THE FENCE FOR SIGNS OF THE FENCE CLOGGING AND ACTING AS A BARRIER TO FLOW AND THEN CAUSING CHANNELIZATION OF FLOWS PARALLEL TO THE FENCE. IF THIS OCCURS, REPLACE THE FENCE OR REMOVED THE TRAP SEDIMENT. 3.4. SEDIMENT MOST BE REMOVED WHEN SEDIMENT IS 6 INCHES HIGH. 3.5. IF THE FILTER FABRIC (GEOTEXTILE) HAS DETERIORATED DUE TO ULTRAVIOLET BREAKDOWN, IT SHALL BE REPLACED. PUBLIC WORKS SILT FENCE STD. PLAN — 214.00 DEPARTMENT MARCH 2008 2:1 MAX. SLOPE 2' MIN. SWALE SPACING DEPENDS ON SLOPE GRADIENT NOTES 1. CONDITION OF USE 1.1. REQUIRED AT: 1.1.1. THE TOP OF ALL SLOPES IN EXCESS OF 311:1 V AND WITH MORE THAN 20 FEET OF VERTICAL RELIEF. 1.1.2. AT INTERVALS ON ANY SLOPES THAT EXCEEDS THE DIMENSIONS SPECIFIED BELLOW. AVERAGE SLOPE SLOPE PERCENT FLOWPATH LENGTH 30-100 SIEVE SIZE(0.60-0.15MM) FOR SILT FILM AOS (ASTM D4751) 50-100SIEVE SIZE (0.30-0.15MM) FOR OTHER FABRICS WATER PERMITTIVITY (ASTM D491) 0.02 SECA-1 MINIMUM GRAB TENSILE STRENCHT(ASTM D4632) 180 LBS. MIN. FOR EXTRA STRENGH FABRIC 1025% 100 LBS. MIN. FOR STANDARD STRENGHT FABRIC GRAB TENSILE ELONGATION (ASTM D4632) 30% MAX. ULTRAVIOLATE RESISTANCE(ASTM D4355) 70% MIN. 2.2. STANDARD STRENGTH FABRIC REQUIRES WIRE BACKING TO INCREASE THE STRENGTH OF THE FENCE. WIRE BACKING OR CLOSER POST SPACING MAY BE REQUIRED FOR EXTRA STRENGTH FABRIC IF FIELD PERFORMANCE WARRANTS A STRONGER FENCE. 2.3. WHERE THE FENCE IS INSTALLED, THE SLOPE SHALL NOT BE STEEPER THAN 2H:1V 2.4. IF ATYPICAL SILT FENCE IS USED, THE STANDARD 4X4 TRENCH MAY NOT BE REDUCED AS LONG AS THE BOTTOM 8 INCHES OF THE SILT FENCE IS WELL BURIED AND SECURE IN A TRENCH THAT STABILIZES THE FENCE AND DOES NOT ALLOW WATER TO BYPASS OR UNDERMINE THE SILT FENCE. 3. MAINTENANCE STANDARDS 3.1. ANY DAMAGE SHALL BE REPAIR IMMEDIATELY. 3.2. IF CONCENTRATED FLOES ARE EVIDENT UPHILL OD THE FENCE, THEY MUST BE INTERCEPTED AND CONVEYED TO A SEDIMENT TRAP OR POND. 3.3. IT IS IMPORTANT TO CHECK THE UPHILL SIDE OF THE FENCE FOR SIGNS OF THE FENCE CLOGGING AND ACTING AS A BARRIER TO FLOW AND THEN CAUSING CHANNELIZATION OF FLOWS PARALLEL TO THE FENCE. IF THIS OCCURS, REPLACE THE FENCE OR REMOVED THE TRAP SEDIMENT. 3.4. SEDIMENT MOST BE REMOVED WHEN SEDIMENT IS 6 INCHES HIGH. 3.5. IF THE FILTER FABRIC (GEOTEXTILE) HAS DETERIORATED DUE TO ULTRAVIOLET BREAKDOWN, IT SHALL BE REPLACED. PUBLIC WORKS SILT FENCE STD. PLAN — 214.00 DEPARTMENT MARCH 2008 2:1 MAX. SLOPE 2' MIN. SWALE SPACING DEPENDS ON SLOPE GRADIENT NOTES 1. CONDITION OF USE 1.1. REQUIRED AT: 1.1.1. THE TOP OF ALL SLOPES IN EXCESS OF 311:1 V AND WITH MORE THAN 20 FEET OF VERTICAL RELIEF. 1.1.2. AT INTERVALS ON ANY SLOPES THAT EXCEEDS THE DIMENSIONS SPECIFIED BELLOW. AVERAGE SLOPE SLOPE PERCENT FLOWPATH LENGTH 20H: IV 3-5% 300 FEET (10 TO20)H:1V 5-10% 200 FEET (4 TO10)H:1V 1025% 100 FEET 2 TO 4 H: IV 25-50% 50 FEET 2. DESIGN AND INSTALLATION SPECIFICATIONS 2.1. FOR SLOPES STEEPER THAN 2H:1 V WITH MORE THAN 10 FEET OF VERTICAL RELIEF, BENCHES MAY BE CONSTRUCTED OR CLOSER SPACED INTERCEPTOR SWALES MAY BE USED. THE DESIRE MEASURE MOST BE DESIGNED BY AN ENGINEER TO EFFECTIVELY INTERCEPT THE HIGH VELOCITY RUNOFF TO A SEDIMENT POND OR TRAP. 2.2. CONSTRUCTION TRAFFIC OVER TEMPORARY SWALES SHALL BE MINIMIZED. 3. MAINTENANCE STANDARDS 3.1. DAMAGE RESULTING FROM RUNOFF OR CONSTRUCTION ACTIVITY SHALL BE REPAIRED IMMEDIATELY. 3.2. IF THE FACILITY DO NOT REGULARLY RETAIN STORM RUNOFF, THE CAPACITY AND/OR FREQUENCY OF THE SWALES SHALL BE INCREASED. `�Y ® STD. PLAN — 217.10 al ; PUBLIC WORKS INTERCEPTOR SWALE �Nz®� DEPARTMENT MARCH 2008 NO. I REVISION I NGTALL DRIVE'A'AY CULVERT IF TI IERE IE A ROADSIDE DITCH PRESENT, AS PFR CITY RnA.D STANDARDS 4"-R' Ci LARRY RPAI I S (*-01 FXI ILE 12" MIN. THICKNESS � �� PROTIDE FILL W D -HOF NOTES \ INDRL896LCRLJC ARLA 1. CONDITION OF USE 1.1. CONSTRUCTION ENTRANCE SHALL BE STABILIZED WHEREVER TRAFFIC WILL BE LEAVING A CCNSTRUCTION SITE AND TRAVELING ON PAVED ROADS OR OTHER PAVED AREAS WITHIN 1,070 FEET OF THE SITE - C, RA 2. TEN S I ITE. GRABTENSI LE STREBNGTH (ASTM D/ 751) YOC PSI MIN_ a 5055., MAX. m DRIVEWAYS SHALL BE PAVED TO THE EDGE AOS (ASTM D175') 20-15(1-.SSTANDARDS EVESIZE) Of R -o -W PRIOR TO NSTALLATION OF THC G�OP� ON AVOID CONSTRUCTEy'gt / DAMAGING CIFF T ENRDADWAYD � IT I S RECOMMEND ED THAT THE R = 25' MIN. � LNTRANCC BC CROWNED $O THAT RUNOFF DRAINS OFF THE PAD I NGTALL DRIVE'A'AY CULVERT IF TI IERE IE A ROADSIDE DITCH PRESENT, AS PFR CITY RnA.D STANDARDS 4"-R' Ci LARRY RPAI I S (*-01 FXI ILE 12" MIN. THICKNESS � �� PROTIDE FILL W D -HOF NOTES \ INDRL896LCRLJC ARLA 1. CONDITION OF USE 1.1. CONSTRUCTION ENTRANCE SHALL BE STABILIZED WHEREVER TRAFFIC WILL BE LEAVING A CCNSTRUCTION SITE AND TRAVELING ON PAVED ROADS OR OTHER PAVED AREAS WITHIN 1,070 FEET OF THE SITE - C, RA 2. TEN S I ITE. GRABTENSI LE STREBNGTH (ASTM D/ 751) YOC PSI MIN_ GRABTEN SI LE ELONGATION (A5TM D4632) 5055., MAX. MULLEN BURSTSTRENGTH ;ASTM D3786 -30,x) 20C PSI MIN. AOS (ASTM D175') 20-15(1-.SSTANDARDS EVESIZE) 2. DESIGN AND INSTALLATION SPECIFICATIONS 2.1. HOG FUEL (WOOD BASED MULCH) MAY BE SUBSTITUTED FOR OR COMBINED WITH QUARRY SPALLS IN ARES THAT WILL BOT BE USED FOR PERMANENT ROADS. HOG FUEL IS NOT RECOMMENDED FOR ENTRANCE STABILIZATION IN URBAN AREAS. THE INSPECTOR MAY AT .ANY TIME REQUIRE THE USE OF QUARRY SPALLS IF THE HOG FUEL 13 NOT PREVENTING SEDIMENT FROM BEING TRACKED ONTO PAVEMENT OR IF THE HOG FUEL IS BEING CARRIED ON -O PAVEMENT. 2.2. FENCING SHALL BE INSTALLED AS NECESSARY TO RESTRICT TRAFFIC TO THE CONSTRUCTION ENTRANCE. 2.3. WHENEVER POSSIBLE, THE ENTRANCE SHALL BE CONSTRUCTED ON A FIRM, COMPACTED SUBGRADE. THIS CAN SUBSTANTIALLY INCREASE THE EFFECTIVENESS OF THE PAC AND REDUCE THE NEED FOR MAINTENANCE. 3. MAINTENANCE STANDARDS 3.1. QUARRY SPALLS SHALL BE ADDED IF THE PAD IS NO LONGER IN ACCORDANCE 'WITH THE SPECIFICATIONS. 3.2. IF TI IE ENTRANCE IS NOT PREVENTING SEDIMENTDCING 7RAC410 ONTO PAVEMENT TI ICN ALTCRNA-IVC MEASURES TO KEEP TI IE STREETS FREE OF SEDIMENT SHALL BE USED THIS MAY INCLUDE STREET SWEEPING, AN INCREASE IN THE DIMENSIONS OF THE ENTRANCE, OR THE INSTALLAT ON OF THE WHEEL WASH. IF WASHING 18 USED, IT SHALL BE DONE ON AN AREA COVERED WITH CRUSHED ROCK, AND WASHED WATER SHALL DRAIN TO A SED MENT TRAP OR POND. 3.3. ANY SEDIMEN- THAT IS TRACKED ONTO PAVEMENT SHALL BE REMOVED IMMEDIATELY BY SWEEPING, THE SEEINIENT COLLECTED BY SWEEPING SHALL BE REMOVED OR STABILIZED CN SITE. THE PAVEMENT SHALL NOT BE CLEANED BY WASHING DCVVN THE STREET, EXCEPT WHEN SWEEPING IS INEFFECTIVE AND THERE ISATHREAT TO PUBLIC SAFETY, IF T NECESSARYTO WASH THE STREETS, A SMALLSUMP MUST BE CONDUCTED. THE SEDIMENT WOULD THEN BE WASHED INTO THE SUMP WHERE IT CAN BE CONTROLLED AND DISCHARGED APPROPRIATELY. 3.4. ANY QUARRY SPA -LS THAT ARE LOOSENED FROM THE PAD AND END UP ON THE ROADWAY SHALL BE REMOVED IMMEDIATELY. 35- IF VEHICLES ARE ENTERING OR EXITING THE SITES A- POINTS OTHER THAN THE CONSTRUCTION FNTRANCE(SI, FENCING SHALL BE INSTALLED TO CONTROL TRAFFIC. PUBLIC WORKS STABILIZED STD. PLAN — 215.10 +117�ti DEPARTMENT CONSTRUCTION ENTRANCE VARCH 2008 h�J+ C R1xV 3 ROCK MU ST GCM PLETELY COVE RTHIn BOTTOM AND SI DE5 OF THE DITCH Yl N. I 2.1 SLOPES fu L=TI-EDISTANCES II -A. POINTS 2"-4" ROCK AANU 13 AHt UH EQUAL ELEVAIIUN �A B � I=III-1 I -1 I — � � "�`VI�1�• 24" MIN. NOTES 1. CONDITION OF USE 1.1. 'JVFRF (.C)NCFNTRATFD RIINOFF FROM DISTURRFU ARFAS TO AND FRAM PONDS OR TRAPS. 1.2. TO CONVEY RUNOFF INTERCEPTED FROM UNDISTURBED AREAS AROUND THE SITE TO ANON -EROSIVE DISCHARGE POINT. 2. MAINTENANCE STANDARDS 2.1. ANY SEDIMENT DEPOSITION OF MORE THAN 0.5 FEET SHALL BE REMOVEDSO THATTHE CHANNEL IS RESTORED TO ITS ORIGINAL DFSIPN CAPACITY. 2.2. THE CHECK DAMS SHALL BE EXAMINED FOR SIGNS OF SCOURING AND EROSION OF THE BEDAND BANKS. IF SCOURING AND EROSION HAS CCCURRED, AFFECTED AREAS SHALL BE PROTECTED BY RIPRAP OR AN EROSION CONTROL BLANKET. 4T,o STD. PLAN — 217.40 PUBLIC WORKS CHECK DAMS SPACING AND +11��ti DEPARTMENT CROSS SECTIONS hiARCH 2008 �J MACH EVENS. PLS A DESIGNED S NOTED MATT FEATHERSTO mvft SHAWN COOPER ONE INCH CHECKED AT FULL SCALE TIMOTHY HO. PE IF NOT ONE WCH BY DATE AP P R APPROVED: SCALE AccoItDINGLY GEOFF TAMBLE. P PDLYFTHYLENE CAP PERFORATED POLYETHYLENE D RAI NAGE TUBIN G, DIAMETER MIN. 2' LARGER THAN DCWATCRIN0 ORIFICE, TUBING SHALL CONPLY WITH ASTM F667 AND AASHTO M294. /// FRO V DE ADEQUATE STRAPPING -- CORRUaA.TED Mt I AL IKI :tiI_ K -4 SS' NIN —) V4ATERnGHT DEWATERING ORIFICE,ECHEDULE --COUPLING --4 1 TACK WELD X40 STEEL 5TLE MIN. DIAF7FR AF; PFR CA r.1 11 ST ONS d" MINL 18, MI+1, ALTERNATIVELY, METAL nTANCS AND WIRE NAY BE USED TO T* CC NCRETE BAS= PREVENTFLOTATION 2K RISER DIA. MIN. PUBLIC WORKS SEDIMENT POND STD. PLAN — 218.14 +117�ti DEPARTMENT RISER DETAIL VARCH 2008 h�J+ C R1xV UNOERGROUNO T UT/L/Y NOTE R-393505, APPROVED FOR CONSTRUCTION SUBJECT TO ERRORS AND OMISSIONS BY: BY: BY: BY: LANGSTON ALLEY PROJECT ROAD AND UTILITY IMPROVEMENTS TESC DETAILS AND NOTES DATE: DATE: DATE: DATE: 05/10/17 FWBI PAGE: AYYIN NO. TD -01 SHEET:C OF, 27 T D T n� r) Lu y t'ZpO.'.............. �\ NEW STREET SIGN ❑ ...... .. NSTi4 IV ON NT' PER COR STrJ PLAN 134 ........................ 1. LC. 47W.m AIME. "TO SW 3RD CT" �•.......'.'.'.INT'1.+75.'41.'SW.LANGSTON'.RD.'.'.'.'.'� .\.....'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'. • • •� . _ STA 1+75.41, 23f LT �............................................�'._.'f1'+4.12 i4'CCESS.'N�EST.'.... �........................................... \ (SEE NOTE) \ ........... �\ ' ................... ....................�\ \ �'\ ........... ' .............. \ \ \\............................................ .......................................... ........................�.. \ \ .......... .... .... ........ ..\ ..................................... \ \ ........... N .......................................... ....................................... .... ---......... \ NENR STOP• SIGN -- ... "` 1 \ ........................... .. PER-MUTCD Ri-1 AND i6....... \\ \ \ 7NERMOPL9�11C STOPBAft II' SIGN MOUNTING SHALLNO COR_ STD. PLAN t23 i3 .............. ................... .. ................ t> > %J " ............ ................. \ \ \ SCALE. 1 20 � • • \� 0 10 20 40 ` \\ I .................... P 3 T N, ':�'' \\ �. O. CO �.. I' s• %'.......................................... : I q 9 SEWf�LP< :••:.......................................... ................ ............................................. .... ... .............. ......... /� • i- ............... .... .... .. .. .... .... .... .... .... .. ` 5 \ \ T \ NEW STREET SIGN O� ?� � - lS _ _ _ �� .... _ » E CO STD PLAN 3 C 2017 THE BLUELINE GROUP "NO PARKING ANY 71ME" SIGN PER COR STD DETAIL G012 (TYP), SIGNS NO MORE THAN i 60'APART SEE DETAIL ON ��� SHEET CP -01 30.28 7 RT Al A=88 48'19" SIZE AND MATERIAL IS ACCURATE. THE CONTRACTOR SHALL UNCOVER ALL INDICATED PIPING WHERE CROSSING, INTERFERENCES, OR CONNEC77ONS OCCUR PRIOR TO 7RENCHING OR EXCAVATION FOR ANY PIPE OR STRUCTURES, TO DETERMINE ACTUAL LOCATIONS, SIZE AND MATERIAL. THE CON7RACTOR SHALL MAKE 77 -IE APPROPRIATE PROVISION FOR PR07EC77ON OF SAID FACILIRES. THE CONTRACTOR SHALL N077FY ONE CALL AT 8-1-1 (WASHINGTON811. COM) AND ARRANGE FOR FIELD LOCATION OF EXIS77NG FACIL177ES BEFORE CONS7RUCT70N. SURVEYED: SCALE MITCH EVENS, PLS AS NOTED DESIGMATT FEATHERSTO DRAWN: SHAWN COOPER ONE INCH CHEOM AT FULL SCALE TIMOTHY H0, PE IF NOT ONE NCH NO. REVISION BY t DATE AP P R APRmm, SCALE ACCORDINGLY GEOFF TAMBLE, P VERTICAL: NAW 1988 HORIZONTAL: NAD 1983/1991 DATUM r R-393506 APPROVED FOR CONSTRUCTION SUBJECT TO ERRORS AND OMISSIONS BY: I DATE: BY: I DATE: BY: I DATE: BY: DATE: CITY OF LANGSTON ALLEY PROJECT �iR ROAD AND UTILITY IMPROVEMENTS RENTON Planning/Building/Public Works Dept. ALIGNMENT PLAN 05/10/17 FIELDEIOOK: PAGE DRAWING NO: AL -01 SHEET: OF: 6 27 0 I r T X TOP O OROUD. O O OR'F ir7Pi c0$iC O C9 #,.OF S1DEAL1 I T EPENCiINO ON i .. l Q BION AND NUiiB�R OF S1O€�IS 01 POST P,} N T (D imAST OACSHOUIDBAT INCH, Off` LETTER >;:«tOHT C) I T rr A 3PM. R-393506 APPROVED FOR CONSTRUCTION SUBJECT TO ERRORS AND OMISSIONS BY: I DATE: BY: I DATE: BY: I DATE: BY: DATE: CITY OF LANGSTON ALLEY PROJECT �iR ROAD AND UTILITY IMPROVEMENTS RENTON Planning/Building/Public Works Dept. ALIGNMENT PLAN 05/10/17 FIELDEIOOK: PAGE DRAWING NO: AL -01 SHEET: OF: 6 27 .` ...�: ' ' .... �P » INT 1+75.41 ......'.'.'............. ... n ......SS\ ; ......' W. SW LANGSTON RD .................. �.. ....� �.' .... = 11+49.12 ...... r - \ E.X. CB .$039 a� `: ...... ; .�\... ACCESS WZ EX SDMH 8028 T -ll 48" EX CB 8055, T-1 \ ... ...... ` w t W/ T -I LID R/M 109.22 .�:.... �.'.'.'.'.'p`�J\ ` Rl 1 6" 1 104.92 ' \ �.... 12;r•CON•C •lE 120.93 .(W)'. o .... '.'.'.'.'.' 12" CONC 115.09 (W) 4" CONC /E 104.90 ) GC�lkIG_ j .:......... ...' {�!\F"4-'»12" CONC lE 1. P5 (E) 10" CONC* lE 104.16 (E) F i` ..:.:.....:.:.....:. ...... }.......... .. *VERIFIED EX SDMH 8032, T-11.48" :... , , . - - - - .'.'.' ' ! .'- -\ - - - - - - - - -bY • • • • •. ............. .............. .........5 ...... �,'�. ...... T-1 LID _ a • S E CB�, 05 W ....•; B :. .' RIM 108. �' • LIJ RIM 133.56 , 12" CONC lE...127.4 SW) f :':;='. :�.........' 5.. w �. .. 4" CONC /E 107.57 (l) " ..... ......... ... ..... ......\... 12 ADS /E ifii? f W) / �'..........\'.� II' .... ::; `t'::::: `.-.._ ,. 1. 1 . �.� 12" CONC lE 12T29~(N r )............i ,... .............,,i. ... ` EX SDMH 8056, T-1/ 48" EX .. \,........ �\ \.A �� \ iI RlM 104.78 ..... .. .............. ............ { y .. ... �� �....... .......... 6' DI IE 100.53 (W) .. ........- .............. ... 1' .. .......... .'.F..{. �'\. .......... Sp .. I 12' CONC IE 100.52 (S) S\ .'.'.'.'_'.'.'.'.'.'.'.'.'.'. .� \�.� I *VERIFIED . ... .............. ...... ........... ...... �.W I EX �` 7- - .......... ..... S� ............. ............ .. .....4.' \` ...... . -..- �.'---.. .......... �\ �. . ti •` tea:.: ''��Q,... •�.. ...... r 1 .. .... ..... ... .'(li .. /. _ ........ ...'.'I..... .... '� ............ E lo,// EGRESS INT 4+04.93 SW LANGSTON RD = 21+56.53 ACCESS EAST CB 2 TYPE fl -48"- 4+13.49, 1 484+13.49, 16.63' RT RIM 97.80 12" lE 85.46 (IN -S) 12" lE 94.62 (IN- W) 18" IE 84.96 (OUT-E)j EX FH WxxlV 1 --- .Ix CB 8070 RIM 95.49 !. S: ... . .'.'....\ ....................... ..........\ \ EX .... .'.'.'.. .'.'.' WM .... .......' ' .....'.`.'....... \ ...........'.............'........ . .....::::.:.:.:.:.:.:. `\.` .. `: \ .`. . ..........' .. .. ... a...............5�./ ............. \.\ . . CB 1 TYPE I 5+03.03, 16.42 RT ' RIM 88.43 18" IE 84.42 (IN- W) , 12" IE 84.92 (OUT -E) / .�� ............ .... ........ \ \ .. S'S ....... \ \ .,0 \ ss .► \ EX SS\ WM \\\ \ \ vvcnncnc/ rvncn niv✓ \\\S,D \ 6 /E 142.1 .::(lN-SW) FRANCHISE LINE TO BE B 6 6 3 5 0004 5 `� SIDEWALK \ \ 7RANSl 170N CURB f2" IE 11 67 E) RELOCATED UNDERGROUND ►� TO MATCH EX REMOVE EX. \ \ \\ \ OUTSIDE OF ROADWAY 86 6 3 5 00040' Q SIDEWALK ALONG SW 12 CONCRETE *"`\ , \Sp / r(v� LANGSTON RD. STORM PIPE \ 10 PRIVATES /i REPLACE SIDEWALK \ U17LlTY EASEMENT �1 �� TO NEAREST JOINT \ %YP EX SDMH 7699 T lI 48" SD ( ) .� � �\, RIM 81.28 \ c UTILITY ;^:. •:• 12" CONC lE 7780 (W) EASEMENT REC. S • \ PROTECT WM AND \: \ \ \ a O 12" CONC lE 77.74 E :� '` 6 �' SERVICE DURING N0. 8711060883 .. <' , : " 'QVC 26 -6 PVC 9� EX C0NS7RUC77ON EX 6' TALL WOOD FENCE L EX 6' ALLEY RAMP PLH WSUU l ! _ / -��: _ �� '-' :L7 _: 1 _c / '" ,* �\ ' '� '?�� _ \ I/ \... 12" IE 88.91 '(IN -S) MAX. /MPERV/OUS AREAS S1 7E ADDRESS: 303 SW LANGSTON ROAD LOT AREA: 5,677 SF MAXIMUM IMPERVIOUS SURFACE ALLOWED BY ZONE (R-8, 659 MAX): 3,690 SF RES7R/C7F0 IMPERVIOUS SURFACE. 2,774 SF Sl 7E ADDRESS: 307 SW LANGSTON ROAD LOT AREA: 5,511 SF MAXIMUM IMPERVIOUS SURFACE ALLOWED BY ZONE (R-8, 659 MAX): 3,582 SF RES7R/C7FD IMPERVIOUS SURFACE.- 2,774 SF S1 7E ADDRESS: 311 SW LANGSTON ROAD LOT AREA: 5,430 SF MAXIMUM IMPERVIOUS SURFACE ALLOWED BY ZONE (R-8, 659 MAX): 3,530 SF RES7R/C7FD IMPERVIOUS SURFACE.- 2,774 SF S1 7E ADDRESS: 315 SW LANGSTON ROAD LOT AREA: 5,510 SF MAXIMUM IMPERVIOUS SURFACE ALLOWED BY ZONE (R-8, 659 MAX): 3,582 SF RES7R/C7FD IMPERVIOUS SURFACE.- 2,774 SF S1 7E ADDRESS: 323 SW LANGSTON ROAD LOT AREA: 5,963 SF MAXIMUM IMPERVIOUS SURFACE ALLOWED BY ZONE (R-8, 659 MAX): 3,876 SF RESMIC7FD IMPERVIOUS SURFACE. 2,774 SF C 2017 7HE BLUELINE GROUP NOTE NEW DRIVEWAYS, CURB, AND SIDEWALK REPLACEMENT ALONG SW LANGSTON ROAD SHALL BE DIED A PIGMENT TO MA TCH THE EXISTING SIDEWALK. FLOW CONTROL BMP NOTE 303, 307, 311, 315 AND 323 SW LANGSTON ROAD ARE USING RESTRICTED FOOTPRINT AS THE FLOW CONTROL BMP. 223, 227, 301, 309, 323, 329, AND 335 SW 3R0 COURT WILL BE REQUIRED TO CONFORM TO THE SMALL LOT REQUIREMENTS FOUND IN SECTION 1.2.9.2.1 OD THE 2017 RENTON SURFACE WATER DESIGN MANUAL. 1. ALL CA TCH BASINS SHALL BE TYPE I UNLESS OTHERWISE NOTED. 2. UNLESS OTHERWISE SPECIFIED, USE FRAME WITH VANED GRATES ON ALL PROPOSED INLETS, AS SHOWN IN CITY OF RENTON STANDARD PLAN 200.00. J. USE LOCKING COVERS AND GRATES ON ALL CATCH BASINS. 4. CONTRACTOR TO VERIFY WATER MAIN DEPTH PRIOR TO INSTALLING STORM SYSTEM. 1 5. CB 4 AND CB 10 SHALL BE STORM FIL TERS, SEE DETAIL ON SHEET SD -01. 1 - 1 1 - 1 1 1 GLUFF TAMBLL. PEI 1 u 1 1 6. WALLS MEASURING OVER 4 -FEET FROM BOTTOM OF FOOTING TO TOP WALL REQUIRES SEPARATE BUILDING PERMIT. UNDERGROUND UT/L/TY NOTE UNDERGROUND U77LI TIES ARE SHOWN IN THE APPROXIMATE LOCATION. THERE IS NO GUARANTEE THAT ALL UTILITY LINES ARE SHOWN, OR THAT THE LOCATION, SIZE AND MATERIAL IS ACCURATE THE CONTRACTOR SHALL UNCOVER ALL INDICATED PIPING WHERE CROSSING, INTERFERENCES, OR CONNECTIONS OCCUR PRIOR TO TRENCHING OR EXCA VA TION FOR ANY PIPE OR STRUCTURES, TO DETERMINE ACTUAL LOCATIONS, SIZE AND MATERIAL. THE CONTRACTOR SHALL MAKE THE APPROPRIATE PROVISION FOR PROTECTION OF SAID FACILITIES THE CONTRACTOR SHALL NOTIFY ONE CALL AT 8-1-1 (WASHINGTON811. COM) AND ARRANGE FOR FIELD LOCA TION OF EXISTING FACILITIES BEFORE CONSTRUCTION. R-393507 APPROVED FOR CONSTRUCTION SUBJECT TO ERRORS AND OMISSIONS BY: I DATE: BY: I DATE: BY: I DATE: BY: I DATE: LANGSTON ALLEY PROJECT ROAD AND UTILITY IMPROVEMENTS ROAD AND STORM DRAINAGE PLAN 05/10/17 PAGE: RS -01 T' 7 27 r) W F-- CL N 0 0 C 2017 THE BLUELINE GROUP 7.30 120 110 100 m SO 70 r} N ►) r �O O) „ N — �O o) cs — 1,5 A h o o� O O rn O O hO Ld RN� v ^ �N N of1 � c� oci Of65 1+00 2 f00 3+1313 4+00 UNDERGROUND UTILITY NOTE UNDERGROUND UTILITIES ARE SHOWN IN THE APPROXIMATE LOCATION. THERE IS NO GUARANTEE THAT ALL UTILITY LINES ARE SHOWY, OR THAT THE LOCA TION, SIZE AND MATERIAL IS ACCURATE. THE CONTRACTOR SHALL UNCOVER ALL INDICATED PIPING WHERE CROSSING, INTERFERENCES, OR CONNECTIONS OCCUR PRIOR TO TRENCHING OR EXCA VA TION FOR ANY PIPE OR STRUCTURES, TO DETERMINE ACTUAL LOCATIONS, SIZE AND MATERIAL. THE CONTRACTOR SHALL MAKE THE APPROPRIATE PROVISION FOR PROTECTION OF SAID FACILITIES. THE CONTRACTOR SHALL NOTIFY ONE CALL AT 8-1-1 (WASHINGTON811. COM) AND ARRANGE FOR FIELD LOCA TION OF EXISTING FACILITIES BEFORE CONSTRUCTION. SURVEYED: SCALE: MITCH EVENS, PLS . AS NOTED DESIGNED. MATT FEATHERSTO DRAWN: SHAWN COOPER ONE INCH CHECKED: AT FULL SCALE TIMOTHY HO, PE IF NOT ONE INCH NO. REVISION BY DATE I APPR SQ&E ACCORDINGLY GEOFF TAMBLE, P HOPoZO�NTM N 9AL NAVE) 8 x/1991 DATUM 5/10//7 5 f00 13G 72C 11G 1 OG _m SO 713 m 5+75 R-393508 APPROVED FOR CONSTRUCTION SUBJECT TO ERRORS AND OMISSIONS LANGSTON ALLEY PROJECT ROAD AND UTILITY IMPROVEMENTS ROAD AND STORM DRAINAGE PROFILE DATE: DATE: DATE: DATE: 05/10/17 FIELDBOOK: PAGE DRAWING NO: RP -01 SHEET:Q OF.27 X X X O 0 O T Q J AM' • • � T r ^ n ui C 2017 1NE BLUELINE GROUP 130 120 110 100 ti 04 BY: N ±N N U .....................................................+ u� cii C'4 O CNI ................ O3 O(0 T?P rn IN 1.50Z. c6 rn `� + w Z 11 41 U U OO m LOW PT STA: 10+35.94 LOW PT EL: 117. f0 PVI STA: 10+45.00 PVI EL: 116.59 50.00' VC 12" ® D. 60% RIM 116.55 12" IE 111.67 (IN -N) 6-1E 112.17 (IN -SW) 12" IE 111.67 (OUT -E) WITH 6" ETHAFOAM PAD CB 9 TYPE/ BI-DIREC77ONAL VANED GRA 7E OPEN CURB FACE RIM 116.92. 6-1E 111.94 (IN W) .................................... 12 - IE 111.94 (OUT -S) ACCES: SCALE: 1"--Z CJ 1 30 120 110 100 110 100 C B 6 TYPE/ I RIM 91.85 12" IE 89.11 (IN - W) 6" IE 89.61 (IN=S) 12" IE 89.11 (OUT N) 80 oononccn WEST PROPOSED GRADE EL 'H 1 "— 5' V 0 ROAD TYP EXiS77N( ®ROAD 04 BY: N ±N N N .....................................................+ .................................. C'4 O CNI GRADE T?P rn d 1.50Z. 12" ® D. 60% RIM 116.55 12" IE 111.67 (IN -N) 6-1E 112.17 (IN -SW) 12" IE 111.67 (OUT -E) WITH 6" ETHAFOAM PAD CB 9 TYPE/ BI-DIREC77ONAL VANED GRA 7E OPEN CURB FACE RIM 116.92. 6-1E 111.94 (IN W) .................................... 12 - IE 111.94 (OUT -S) ACCES: SCALE: 1"--Z CJ 1 30 120 110 100 110 100 C B 6 TYPE/ I RIM 91.85 12" IE 89.11 (IN - W) 6" IE 89.61 (IN=S) 12" IE 89.11 (OUT N) 80 oononccn WEST PROPOSED GRADE EL 'H 1 "— 5' V 0 ROAD TYP EXiS77N( ®ROAD 9+75 10+00 WEA `iAF-IffI P�hff] SO 70 c 11+00 ` 1FKA IAF 30 31+00 31+50 11+74 NO. I REVISION Ni - 0) 0.5''M/A CLEARA WITH 6" =12"@ 0.50% WITH 6" ETHAFOAM PAD CB 4 47(4' F7L TERRA RIM 94.89 6" JE 89.41 (IN -W) 12" IE 88. 91 (IN- S) 12" lE 85.99. (OUT -N) SEE DETAIL ON RD -07 12" CPEP 0 0.502 106' 12 IE 85.46 (IN - S) 12" IE 94.62 (IN - W) 18 IE 84.96 (OUT -E) ACCESS EAST E� SCALE: 1 "=20' 0 ROAD EL 04 BY: N BY: N N iN co C'4 O CNI o rn d rn c6 rn `� rn � °� w 0) w A w N w N N w N 9+75 10+00 WEA `iAF-IffI P�hff] SO 70 c 11+00 ` 1FKA IAF 30 31+00 31+50 11+74 NO. I REVISION Ni - 0) 0.5''M/A CLEARA WITH 6" =12"@ 0.50% WITH 6" ETHAFOAM PAD CB 4 47(4' F7L TERRA RIM 94.89 6" JE 89.41 (IN -W) 12" IE 88. 91 (IN- S) 12" lE 85.99. (OUT -N) SEE DETAIL ON RD -07 12" CPEP 0 0.502 106' 12 IE 85.46 (IN - S) 12" IE 94.62 (IN - W) 18 IE 84.96 (OUT -E) ACCESS EAST E� SCALE: 1 "=20' 0 ROAD EL 19+75 20+00 UNDERGR0UND UTILITY NOTE UNDERGROUND UTILITIES ARE SHOWN IN THE APPROXIMATE LOCA TION. THERE IS NO GUARANTEE THAT ALL UTILITY LINES ARE SHOW OR THA T THE LOCA TION, SIZE AND MA TERIAL IS ACCURATE. THE CONTRACTOR SHALL UNCOVER ALL INDICATED PIPING WHERE CROSSING, INTERFERENCES, OR CONNECTIONS OCCUR PRIOR TO TRENCHING OR EXCA VA TION FOR ANY PIPE OR STRUCTURES, TO DETERMINE ACTUAL LOCATIONS, SIZE AND MATERIAL. THE CONTRACTOR SHALL MAKE THE APPROPRIATE PROVISION FOR PROTECTION OF SAID FACILITIES. THE CONTRACTOR SHALL NOTIFY ONE CALL AT 8-1-1 (WASHINGTON811. COM) AND ARRANGE FOR FIELD LOCA TION OF EXISTING FACILITIES BEFORE CONSTRUCTION. SURVEYED: SCALE: MITCH EVENS, PLS DESIGNED:AS NOTED MATT FEATHERSTO DRAWN: SHAWN COOPER ONE INCH CHECKED AT FULL SCALE TIMOTHY HO, PE IF NOT ONE INCH BY DATE AP P R APPw ED- SCALE ACCORDINGLY GEOFF TAMBLE, P HOWO�NTA NAD 1 19x/lNl DATUM 21+00 5 O 7 110 100 F=IAFJ 21+E2 R-393509, APPROVED FOR CONSTRUCTION SUBJECT TO ERRORS AND OMISSIONS BY: 04 BY: DATE: BY: DATE: I\ N aD o a o rn d rn `� rn `� rn � °� 0) (or)o� (or) o� rn rn o� 0) 19+75 20+00 UNDERGR0UND UTILITY NOTE UNDERGROUND UTILITIES ARE SHOWN IN THE APPROXIMATE LOCA TION. THERE IS NO GUARANTEE THAT ALL UTILITY LINES ARE SHOW OR THA T THE LOCA TION, SIZE AND MA TERIAL IS ACCURATE. THE CONTRACTOR SHALL UNCOVER ALL INDICATED PIPING WHERE CROSSING, INTERFERENCES, OR CONNECTIONS OCCUR PRIOR TO TRENCHING OR EXCA VA TION FOR ANY PIPE OR STRUCTURES, TO DETERMINE ACTUAL LOCATIONS, SIZE AND MATERIAL. THE CONTRACTOR SHALL MAKE THE APPROPRIATE PROVISION FOR PROTECTION OF SAID FACILITIES. THE CONTRACTOR SHALL NOTIFY ONE CALL AT 8-1-1 (WASHINGTON811. COM) AND ARRANGE FOR FIELD LOCA TION OF EXISTING FACILITIES BEFORE CONSTRUCTION. SURVEYED: SCALE: MITCH EVENS, PLS DESIGNED:AS NOTED MATT FEATHERSTO DRAWN: SHAWN COOPER ONE INCH CHECKED AT FULL SCALE TIMOTHY HO, PE IF NOT ONE INCH BY DATE AP P R APPw ED- SCALE ACCORDINGLY GEOFF TAMBLE, P HOWO�NTA NAD 1 19x/lNl DATUM 21+00 5 O 7 110 100 F=IAFJ 21+E2 R-393509, APPROVED FOR CONSTRUCTION SUBJECT TO ERRORS AND OMISSIONS BY: DATE: BY: DATE: BY: DATE: BY: DATE: LANGSTON ALLEY PROJECT ROAD AND UTILITY IMPROVEMENTS ROAD AND STORM DRAINAGE PROFILE 05/10/17 FIELDBOOK: PAGE DRAWING NO: RP -02 SHEET: OF'.27 X X CO C) O I T Q T n EX 6' LEY Pj SEWER NOTE 77 EX SSMH 20141 RIM87 99 ALL WORK, INSTALLATION & MATERIALS SHALL BE IN CONFORMANCE 141771 CITY . / 6 If 74.51 CTR CHkNL (E— W) / EX UNSURE OF MA AMA L OF RENTON STANDARDS AND SPECIFICATIONS 4 20', 18,' BUILDING ............................................................................................................................................................................................................................................................................................................................... .................................................................................................................................................................................................................................................................................................................... DP '14"M .............. 8"? IE 81.49 OP(SW) rl 'A 514�7117 SURVEYED: SCALE MITCH EVENS, PLS VEffnCAL- NAVD 1988 DESIGNIM. AS NOTED HOREZONTAL- NAD 1983/1991 CITY OF MATT FEATHERSTO DRAWN: RENTON SHAWN COOPER ONE I INCH DATUM LE II-CHECKM. AT FULL WIF Planning/Building/Public Works Dept. I TIMOTHY HO, PE IF NW ONE NCH NO. REVISION BY DATE I APPR I vpR . SCALE ACCORDINGLY GEOFF TAMBLE, P C 2017 THE BLUELINE GROUP S-393501 APPROVED FOR CONSTRUCTION SUBJECT TO ERRORS AND OMISSIONS LANGSTON ALLEY PROJECT ROAD AND UTILITY IMPROVEMENTS SANITARY SEWER PLAN DATE: DATE: DATE: DATE: 05/10/17 FIELDBOOK* PAGE. DRAWING NO: SS -01 SHEET, OF: 10 27 __ .------ J s�\ . 1,cp�.... S ............. \ 1+80.55 13.29' LT : `: NP 17-8" TEE, FL;fL Ln3-" SATEEVVALVE, :2-8" SLE(� . ....`....`.... �W� i �\ W/ CONC BLOCKING �. ,�... +.fir \� . , e \ \ 'r�t :...ate „ ---------5 . . .. . .- . ` ...N... gam` „. .... F. .. �..`d0 ......''..... . _ _ '... ................... .. . $s:.... �..o-r II 0. 2 6.99 L :1. ...... ......... w I. `. \ " .......... ..... .. ... - ss o , 1 8 TEE, FLxFL ................. ......... "'1 '�. �� ..... .......... 3-8" GATE VALVE, FLWJ A I. ('' o- \�. /. . S I 2 8 SLEEVES MJxMJ b' S - \ `\... 4.;�.' �.yY`. y W/ CONC BLOCKING SCALE: 1 = 2 0 ' ... ..... . w TROFI T EX FIRE �. �� �' .' ' ... /��{/� . HYDRANT WITH 5 .. ` --� Q"n............ ................ . -3yC�A...... - - a�'.�i� . ........... ' 1 WATER NOTES UNDERGROUND UTILITY NOTE C 2017 THE BLUELINE GROUP W-393501, APPROVED FOR CONSTRUCTION SUBJECT TO ERRORS AND OMISSIONS BY: DATE: BY: DATE: BY: DATE: BY: DATE: LANGSTON ALLEY PROJECT ROAD AND UTILITY IMPROVEMENTS WATER PLAN 05/10/17 FIELDBOOK: PAGE: DRAVANG NO: WA -0 1 SHEET: OF'11 .27 X X X C) 0 T Q J T r ^ n C'7 co N ,0 C 2017 THE BLUELINE GROUP t2 Li N O p) of °p �O N O 0) 0) 0) 0) ) cq � O cc M 9OO oOO - O v O^ N o�NOf � 0) "a�O 0+65 1+130 2 +013 3 +00 NOTES 1. ALL CONCRETE BLOCKING FOR HORIZONTAL BENDS, TEES, AND VERTICAL BENDS SHALL BE PER COR STD. PLANS 330.2 AND 330.3.. 2. ALL MECHANICAL JOINT FITTINGS SHALL HAVE RESTRAINED—JOINT RETAINED GLANDS EQUAL TO MEGALUG SERIES 1100 OR APPROVED EQUAL CONCRETE BLOCKING. J. FILL AND COMPACT ALL FILL AREAS TO FINISH SUBGRADE BEFORE EXCA VA TION FOR INSTALLATION OF NEW WA TER MAIN. 4+00 UNDERGROUND UTILITY NOTE UNDERGROUND UTILITIES ARE SHOWN IN THE APPROXIMATE LOCATION. THERE IS NO GUARANTEE THAT ALL UTILITY LINES ARE SHOWY, OR THAT THE LOCATION, SIZE AND MATERIAL IS ACCURATE. THE CONTRACTOR SHALL UNCOVER ALL INDICATED PIPING WHERE CROSSING, INTERFERENCES, OR CONNECTIONS OCCUR PRIOR TO TRENCHING OR EXCA VA TION FOR ANY PIPE OR STRUCTURES, TO DETERMINE ACTUAL LOCATIONS, SIZE AND MATERIAL. THE CONTRACTOR SHALL MAKE THE APPROPRIATE PROVISION FOR PROTECTION OF SAID FACILITIES. THE CONTRACTOR SHALL NOTIFY ONE CALL AT 8-1-1 (WASHINGTON811. COM) AND ARRANGE FOR FIELD LOCA TION OF EXISTING FACILITES BEFORE CONSTRUCTION. SURVEYED: SCALE: MITCH EVENS, PLS HDPozo�NTAL- D 1OW�1991 DESKMED. AS NOTED MATT FEATHERSTO DRAWN: SHAWN COOPER ONE INCH DATUM CHECKED: AT FULL SCALE TIMOTHY HO, PE IF NOT ONE INCH NO. REVISION BY DATE AP P R APPROVED. SCALE ACCORDINGLY GEOFF TAMBLE, P 5 +00 13C 12C 11C 1 OC S0 70 _Z +'s S-393502 W-393502 APPROVED FOR CONSTRUCTION SUBJECT TO ERRORS AND OMISSIONS BY: DATE: BY: DATE: BY: DATE: BY: DATE: LANGSTON ALLEY PROJECT ROAD AND UTILITY IMPROVEMENTS SEWER AND WATER PROFILE 05/10/17 FIELDBOOK: PAGE DRAWING NO: SP -01 SHEET: OF. 12 27 X X X O O 0 T Q J AM' • • � T r ^ n Lo Lo C'0 C'7 07 � co co I i N N C 2017 THE BLUELINE GROUP 9+75 10+00 11+00 130 720 110 100 11+74 NOTES 1. ALL CONCRETE BLOCKING FOR HORIZONTAL BENDS, TEES, AND VERTICAL BENDS SHALL BE PER COR STD. PLANS 330.2 AND 330.3.. 2. ALL MECHANICAL JOINT FITTINGS SHALL HAVE RESTRAINED—JOINT RETAINED GLANDS EQUAL TO MEGALUG SERIES 1100 OR APPROVED EQUAL CONCRETE BLOCKING. J. FILL AND COMPACT ALL FILL AREAS TO FINISH SUBGRADE BEFORE EXCA VA TION FOR INSTALLATION OF NEW WA TER MAIN. 110 IOO WA7ER MAIN PER PLAN ii W \ ZI u W �` 0.5 M/N ® ROAD', TYP _ PROPOSED GRADE N CLEARANCE r� ® ROAD IF (TYP ii W \ ZI u W W7H 6" _..I IAFOAM PAD SSMH 3 RIM 92.53 8" lE 84.73 (IN—W) 8" lE $4.63 (OU T—E) 8O '............ ............. ccnonccn I 35'-8" S=0.1 SSMH 4 RIM 87.64 8" lE 79.93 (IN—W) 8-1E 79.83 (OUT --E) EXIS77NG GROUND EL ® ROAD C TYP ACCESS EAST SCALE: 1 °=ZOO H, 1 °=51 V �` 0.5 M/N ® ROAD', TYP _ CLEARANCE —1.50$ W7H 6" E7HAFOAM 4, 249 N / \...............................................l.......................................... PAD, N ............................... .`..........................................._ .................. 3'COVER MIN..�� �6 2.00% 2.00 o d N Typ) .� "o rn �' �- •� CONNEC770N TO EXlS71NG WATER MAIN PER PLAN W7H 6" _..I IAFOAM PAD SSMH 3 RIM 92.53 8" lE 84.73 (IN—W) 8" lE $4.63 (OU T—E) 8O '............ ............. ccnonccn I 35'-8" S=0.1 SSMH 4 RIM 87.64 8" lE 79.93 (IN—W) 8-1E 79.83 (OUT --E) EXIS77NG GROUND EL ® ROAD C TYP ACCESS EAST SCALE: 1 °=ZOO H, 1 °=51 V 19+75 20+00 UNDERGR0UND UTILITY NOTE UNDERGROUND U77LI T7ES ARE SHOWN IN THE APPROXIMATE LOCATION. THERE IS NO GUARANTEE THAT ALL UTILITY LINES ARE SHOWY, OR THAT THE LOCA TION, SIZE AND MATERIAL IS ACCURATE. THE CONTRACTOR SHALL UNCOVER ALL INDICATED PIPING WHERE CROSSING, INTERFERENCES, OR CONNECTIONS OCCUR PRIOR TO TRENCHING OR EXCAVATION FOR ANY PIPE OR STRUCTURES, TO DETERMINE ACTUAL LOCATIONS, SIZE AND MATERIAL. THE CONTRACTOR SHALL MAKE THE APPROPRIATE PROVISION FOR PROTECTION OF SAID FACILITIES. THE CONTRACTOR SHALL NOTIFY ONE CALL AT 8-1-1 (WASHINGTON811. COM) AND ARRANGE FOR FIELD LOCA TION OF EXISTING FACILITES BEFORE CONSTRUCTION. SURVEYED: SCALE: MITCH EVENS, PLS HDPozo�NTAL- D 1IW7�I91 DESKMEI. AS NOTED MATT FEATHERSTO DRAWN: SHAWN COOPER ONE INCH DATUM CHECKED: AT FULL SCALE TIMOTHY HO, PE IF NOT ONE INCH NO. REVISION BY DATE I APPR MJIF ACCORDINGLY GEOFF TAMBLE, P 21+00 5/10//7 110 100 SO 21+82 S-393503 W-393503 APPROVED FOR CONSTRUCTION SUBJECT TO ERRORS AND OMISSIONS BY: DATE: BY: DATE: BY: DATE: BY: DATE: LANGSTON ALLEY PROJECT ROAD AND UTILITY IMPROVEMENTS SEWER AND WATER PROFILE 05/10/17 PAGE: SP -02 EI: OF. 13 27 X X X O O O T Q J N aO N N �6 "� N d N rn "o rn cd rn rn o, 19+75 20+00 UNDERGR0UND UTILITY NOTE UNDERGROUND U77LI T7ES ARE SHOWN IN THE APPROXIMATE LOCATION. THERE IS NO GUARANTEE THAT ALL UTILITY LINES ARE SHOWY, OR THAT THE LOCA TION, SIZE AND MATERIAL IS ACCURATE. THE CONTRACTOR SHALL UNCOVER ALL INDICATED PIPING WHERE CROSSING, INTERFERENCES, OR CONNECTIONS OCCUR PRIOR TO TRENCHING OR EXCAVATION FOR ANY PIPE OR STRUCTURES, TO DETERMINE ACTUAL LOCATIONS, SIZE AND MATERIAL. THE CONTRACTOR SHALL MAKE THE APPROPRIATE PROVISION FOR PROTECTION OF SAID FACILITIES. THE CONTRACTOR SHALL NOTIFY ONE CALL AT 8-1-1 (WASHINGTON811. COM) AND ARRANGE FOR FIELD LOCA TION OF EXISTING FACILITES BEFORE CONSTRUCTION. SURVEYED: SCALE: MITCH EVENS, PLS HDPozo�NTAL- D 1IW7�I91 DESKMEI. AS NOTED MATT FEATHERSTO DRAWN: SHAWN COOPER ONE INCH DATUM CHECKED: AT FULL SCALE TIMOTHY HO, PE IF NOT ONE INCH NO. REVISION BY DATE I APPR MJIF ACCORDINGLY GEOFF TAMBLE, P 21+00 5/10//7 110 100 SO 21+82 S-393503 W-393503 APPROVED FOR CONSTRUCTION SUBJECT TO ERRORS AND OMISSIONS BY: DATE: BY: DATE: BY: DATE: BY: DATE: LANGSTON ALLEY PROJECT ROAD AND UTILITY IMPROVEMENTS SEWER AND WATER PROFILE 05/10/17 PAGE: SP -02 EI: OF. 13 27 X X X O O O T Q J X X X C) 0 0 T J rr/T� n C 2017 THE BLUELINE GROUP LO M io I O It I W I- tcl;� Cid -:. 2 8"P X 5/8"D u PAhiY JOINT SEE Ns'`iT? �i.>3 It�CTi 9�R �> I : r: y�f~ 3/8- PREF OLDEu J004T FILLER (r,'P, m .... .. ,. } . 5 CU AND GUTTER PLAN MEW a€T�iP € F F I -a GmTrz CUM pp TTI /2' ER. E — #" 5 E M AND GRATE WT=WD IN CUP MD € UTTI DID ITEM KOM .. RECESSR. .. TOP OF ,! :. r• .. i> D ,e ADJUSTMENT SECTM-WTINMU INCURS AND OUTTER BMnZN CATCH WW - t` T INCLUOM IN CU -M AND OVrrM RD ITEM X. r pp� i.vTisK + a .:...i.. �rNrP 'ILE �'`' 1, The intent of Ns design is to facilitate the removal r o fcatch basin bttt minimal dr¥ ofdd H curb ,�. ,n,�'wr,, �. yy adjacent yid 7 �a84f�TEE is % I- ..........` ........'` .......... 1:12'X4" EXPANSION MA TER AL 1/4"R AT J0iN JS t. It NE 10 Ei:. R11DIAE... __A _G CURB AND GUTTER 111"XX4 FXPAN3Sk):N MATMIAl_ 1 /4„R AT JOIN75 ------------------------------- "W-WIDTH — "W--AI.iTH JE SIDEWALK 112"X4EXPANSION' VAJ :RIA:- CFM. CON C CURB AID GUTTER 1/4"R AT ,JONTS \ SCORE _;NE'E B -.........z B -- --1/2"X5' EXPANSION 114'1FT. ..SLOPE b.1>dTER;A_ CURB RETURN ONLY 112"R 14"11'T. &.0P- 1,/2"R .. N 4" 1/2" 'R PAVEMENT AS PER P: AIDS 4" \ PAVE^1EINJ? AS PER PLANS j F t �...... �- r -A I,;��>;Y,....J �..... r II:�Axu CEM.STANDARD C:ENI, CONC. CURB AND GUTTER JNf f u;. R9 AND J"TR SMP SHEET 2,51 FOR ROADWAY DEVELOPMENT STANZ)ARD'S JCINT. ": MUMMY 'M41,s �SHA19_ BFtAA',F3 NOT TO FXCEE3 15' C/C NCR l£_S, !},,AN 16" C/C, 7HFr 5HA1.1, NOT BE LZS$ T .0*; 3/3�” IN -1iiCKNESS ANG 5MALL BE EXTENDED 2" 88-IMTHE00'7E? ;aE. 1/2" TrR6, J;NINT SHALL q:F PLACED AT A.U. HOLD IONr AS DRZ.. TED of ,.;`r ::".t; AND SHAIi. EXTEND aii_ YYMCFF TME SFGFAIALK IS TO, PLAC€0 Ai3AMFST IHF MPR AND OJTTR, THE JO!NT SMALL BI- C0_7 XINT, 1/2N 5 CXPA SQN MATLRA4. S}:A R- PLArCD FRnM TO ?,VS AT AL�4 CJR5 1/2'X4" EXFAWi!1)N MA ERIAt, 5HA3 HE RiA.v4.J Al FWRY FOORTH S D:1S.+SeK PANEL. Tr CONCiT. �. MHY FOR SIQE:'AVS SHALi. CONFORM, TO TFIE NEGJiREASFN`,-S OF ClASS 5 (.3/4") Yji Tri AIR e47TA ITN7, TJ^F CONnF2£"E SHAi.i- HAVY A. FROM! FiNlvti ii9TFI AL'_ £C3+",£S H.AYI?JG A 2 1/2" TCj{;__.D FINISH =�OB,RAD,7 CONPA'UON SHALQ, 8-- 907 PROCTOR). C 2017 THE BLUELINE GROUP T TRICAL SIDE WALK r:.. CITY O RENTON . i S��.�I)sx1J HJ��iNS LST DATE: 04/0,4 DWG. NAME: �:'007 SP PAGE F007 I j line with theseowb f � expansion joints. - . � TYPICAL INSTALLATION I IIIIIIIIIII Verify 7/ NOTES., 1, SIGNS SHALL BE WHITE LETTERING ON GREEN BACKGROUND WITH >A 0.3- (IN) BORDER, DOUBLE SIDED: Z SIGN SLADE SHALL BE 8" FLAT ALUMINUM, TREATED, 0.080 GAUGE. 1 SIGN SHEETING SHALL BE 3M HIGH INTENSITY' PRISMATIC OR APPROVED EOUAL. 4, LETTERING SHALL BE OUT FROM 3M LEOTROCUT (EO) FILM SERIES 1170 OR APPROVED EOUAL., 5. FONT SHALL BE IFHWA C2000EX UPPER AND LOWER CASE PER SECTION 2D.43 OF THE M,U.T.C: . E. POST SHALL BE MINIMUM OF 2"XZ SQUARE "LOBE. SEEANDARD DETAIL 129 FOR INSTALLATION DETAILS, tAltOM'a AbHH) PAVEMENT SAY�CUT (SEE NOTE 2) 7" HMA (or ACY-1 Class B) b" CRUSHED ROCK ISE S ,k I EELJ&`J Va ? (SLE NOTE 1), OVER 6" CRUSHED SCK 1, MUST MATCH ,;I!,STIINIC T?•11(.t<NESS IF GREATER, R, 2. SliWCCUT SHALL BE POSITIONED NED `.:' 0" BEYOND EDGE O DAMAGED PAVEMENT, 3. THE INTENT OF THIS DESIGN IS TO DESCRIBE CRIBE PAbfr MEET PLACEMENT AT IFIL GUTTER . ACE, SEE STANDARD PLAN FOR CEMENT CONCRETE CURBS, ._.. ... PUBLIC WORKS CURB AND . i DEPARTMENT I.:_ T DETAIL L 5/1%7 SURVEYED: SCALE MITCH EVENS, PLS AS NOTED HORQONTAL• NAD 1983/1991 DMGN . CITY OF MATT FEATHERSTO % R DRAWN: ENTON SHAWN COOPER ONE INT DATUM CHECKEDAT FULL scALE Planning/Building/Public Works TIMOTHY H0, PE IF NOT ONE NCH Dept. NO. REVISION BY DATE AP P R APRGVIm, SCALE ACCORDINGLY GEOFF TAMBLE, P STD. PLAN — 10 1,040 Ate of T X O CDO Ike' • • A R-393511 APPROVED FOR CONSTRUCTION SUBJECT TO ERRORS AND OMISSIONS BY: DATE: BY: DATE: BY: DATE: BY: DATE: LANGSTON ALLEY PROJECT ROAD AND UTILITY IMPROVEMENTS STANDARD DETAILS 05/10/17 FIELDEIOOK: PAGE DRAWING NO: RD -02 SHEET: OF: 15 27 �i.>3 It�CTi 9�R �> I NOTES., 1, SIGNS SHALL BE WHITE LETTERING ON GREEN BACKGROUND WITH >A 0.3- (IN) BORDER, DOUBLE SIDED: Z SIGN SLADE SHALL BE 8" FLAT ALUMINUM, TREATED, 0.080 GAUGE. 1 SIGN SHEETING SHALL BE 3M HIGH INTENSITY' PRISMATIC OR APPROVED EOUAL. 4, LETTERING SHALL BE OUT FROM 3M LEOTROCUT (EO) FILM SERIES 1170 OR APPROVED EOUAL., 5. FONT SHALL BE IFHWA C2000EX UPPER AND LOWER CASE PER SECTION 2D.43 OF THE M,U.T.C: . E. POST SHALL BE MINIMUM OF 2"XZ SQUARE "LOBE. SEEANDARD DETAIL 129 FOR INSTALLATION DETAILS, tAltOM'a AbHH) PAVEMENT SAY�CUT (SEE NOTE 2) 7" HMA (or ACY-1 Class B) b" CRUSHED ROCK ISE S ,k I EELJ&`J Va ? (SLE NOTE 1), OVER 6" CRUSHED SCK 1, MUST MATCH ,;I!,STIINIC T?•11(.t<NESS IF GREATER, R, 2. SliWCCUT SHALL BE POSITIONED NED `.:' 0" BEYOND EDGE O DAMAGED PAVEMENT, 3. THE INTENT OF THIS DESIGN IS TO DESCRIBE CRIBE PAbfr MEET PLACEMENT AT IFIL GUTTER . ACE, SEE STANDARD PLAN FOR CEMENT CONCRETE CURBS, ._.. ... PUBLIC WORKS CURB AND . i DEPARTMENT I.:_ T DETAIL L 5/1%7 SURVEYED: SCALE MITCH EVENS, PLS AS NOTED HORQONTAL• NAD 1983/1991 DMGN . CITY OF MATT FEATHERSTO % R DRAWN: ENTON SHAWN COOPER ONE INT DATUM CHECKEDAT FULL scALE Planning/Building/Public Works TIMOTHY H0, PE IF NOT ONE NCH Dept. NO. REVISION BY DATE AP P R APRGVIm, SCALE ACCORDINGLY GEOFF TAMBLE, P STD. PLAN — 10 1,040 Ate of T X O CDO Ike' • • A R-393511 APPROVED FOR CONSTRUCTION SUBJECT TO ERRORS AND OMISSIONS BY: DATE: BY: DATE: BY: DATE: BY: DATE: LANGSTON ALLEY PROJECT ROAD AND UTILITY IMPROVEMENTS STANDARD DETAILS 05/10/17 FIELDEIOOK: PAGE DRAWING NO: RD -02 SHEET: OF: 15 27 Irip 05 w h9l, Z 4 H f3wlv 2i 'j u%'49; mt—N��m IIkmm. 61 miff '-mnesmmm RimwxgKf•Af;�S#.}Mi-a' SECTWON ss Sr,, 33a Sox MAX A )PE 2 " CLAS "'2" TO 6" Cr'. OR c I —1i,� V ----- 2.5 - ---- I 1'I 11 v Ike V.- I N MIN M I N II.M.- I N 2" Q- A S S '13' 6.5' MIN. 2" DEPTHOF- GRIIND OAWCUT AND REMOVE 6. "-)' M I N.. 1' 1 ...... .... 2,5' PINIMIN I Mi: i I MIN MIfJ I OR AS REQUIRED BY E"N""'INEE'R 1:"OF MMIMIUM S.. AND SLE )WG # HIR -05, S lP PACE 1u`032 I C 2017 THE BLUELINE GROUP o*:ux2. 1 Vrr',�— .NOTES + D"IMENSION-5, OR TH, USED 70 ASSFE&OBLE, it.10EAM6" �wwwq !--�VNIECTIQNS: ARE 'N'NN ONALLY %4r-,'vV` SASE W NECTIONS ARE =` ATE !IN D� MPLIANCE 104H. NCI 3 LRASF~ ME: CR.t.TERIA. THE �9.S,OINNIECRON b�T.Ak k A R . . .... LS "'HO H RE I l S : P t: AN,: 0 N L Y X.", F E i ARTS :A ED PbST. W`14i"'I"I' N" Lo- - �v SS'T; NC�iOR OR: A 2 WI TH :A 2 TIR A.\..., .'LAN.' P1FPFQRA'1*E-'*Q' QUARF POS T Sok�"' THIE, —1.! 1tv E. �,AS D 0 T S- S Er;Rc -06, ...-TANDA.T... -,P P--A.T*N. 9. 'v RLEI'D. io, �BkSE it;,ONNE Q7jQ!'1 IN WAIRD -AJr= riA.4 :WSD-01* '�b A )-, b: ... ....... . .... . RAV —.. * ED 7EL .... ........ ............ y 90 f'P8, REFLECP'FORIZEID :SIGNS; :,NJOUNN-T ... ......... . . . ..... .... .. ......... T IF "S FACING Y(deqr,ee) OU:WAKI) 'IGN :5 W.IlHd �'3 -i '��'OAQ)61AY 'I S16K. .FACE ORIENTATION, .... ..... P� v PsT TYPE IST-4 310N SUPPORT ............... . . . . . . . ................................ .................... .... ....... .... . .... ............. �AT,f,WS R N POS' 2 I:$VRPORT�It::2 5" I' OF CUIRB 011' OF PAVE"Mi-ENT ,,--NTERi - INE OR ANE LINE F,* D SURFA(""ING, "FOP COURISSE TYPICAL TRANSVERSE PATCH FOR FLEXIBLE PAVEMENT ADOPTED CITY OF RENTON STA . ND.ARD PLMNS UST DAM 02/05 DWC', NAME: 1-1032 1 SP PAGE: '10321 '-:F,,;7 Hli[)RANT SHAIA. BE COREY -TYPE EQUAL TO t0O NA �-5110 OR � -- 1 COMPPESSION : T,��PE SSC} --I AS CLOW I%IEDAi LIONi, Jul & H 929, MUELLER SUPER CENTURION 200, AND WATEROUS :PACER WITH 6" MECHANICAL JOINT M -E` WITH 'Lulcz5 1/4" VlAiN VALVE OPENING, TAK) 2-1/2' LIDS CON: EOTIONS NATIONAL STANDAR I I E N D THREADS. 4*' PI,jK,,P7-R CONNECI]ON (.:'Y OF SEATTLE i'HPEADS J9 JH A SIORZ ADAPIOR', C) 4,37:5` SEATTLE TI-IRLAU X 5" SJORZ, AJJACiIzc-_` Wil -11-1 lla" S-!-A,NLESS S 7' EI J RF H YD R AN T TO —E I,- CABLE. 1 1/4" PENTAGON OPERATING 1,j: T, BE PAINTED INHH TWO COAIS' OF PAINT. KELL'f tv';0ORE /PRESERVA DVE PX N7 N`o, 5780-563 DTt,e. ACRYI.JC GLOSS, SAY '(FI -LOW OR AP OVER EQUAL.- PUMPLP" CONN ECTION To FAC' ROAD�v%,AY OR AS -FN iON RR: FE.-WRTM-N-T. F:PE -XTENF,�ON TO DRECT--D :BY R E F: PE BE USED IF PFOUZRED- x WN, '118" TO 20" BE119IND BACK QF x CURB OR 12 BEHIND BACK OF x :L 3' 5.0EWAUK 'HAT w ADJACEN'f C) CURB 4,875" x 5" SJORZ TWO-PIEC-7 CAST IRC:N VALVE BOX WITH LUG C) 5'x -')'x6" THICK CONCPETE7 FAC APOUND TYPE COVER, EQUAL TO OLYMPIC FOUNDIRY CO3 HYDRANT. FINISH TO MATCH SIDEWALK. STANDARD 8" TOP ZP71710N WITH REGULAR BASE S170TON LENIG� Z NUT EXTENS �-x GD -1 TO FIT. VALIA -ION PANSION O. AT AS REOIARF.D. BACK OF ',.I6f.-.V1VALK CC dC`RE'E SIDEWN-K Mi SLD PAV.-W"41 VARXER IYH 88-A OR PLANINCS-1: IF' S711telSON17 T"NO-WAY BLUE REFtECTIV7 ------ ------------ - - - ----------------- -------------------- ""A 3FNil N C 0 v CON MNG E R, RE'IE BLOCK c\j cNCR=TE f - THRUST BLOCK " MAIN LINE TEE. WTH 6 FLA GE SIDE CUTLET. C) C) B" CAT[ VALVE (FL X VJ) AWWA C-509, RESILIONT SEA: C) \-6" DUCT 'Lz- IRON t IPE, CLASS 52 CED EMEN: LIN, LENc'fH 10 FIT ' - RU Ji I.- D.S EL T 16" x 8" x 4" P-14-4,1 \\--112. YARD OF 1 1/4" {NAASI-IED DRAIN ROCK CONCRETE 8`AF,!NK-' 1' ABOVE 3007 FLANGE. PLACE 8 WL B:LOCK HYDRANT POLYETHYLENE FILM AROUND TOP AND SIDES OF GRAVEL. IR I iyDRANT ASSEMBLY LEVEL ALL GROUND 1A I N 3' R A 0 IJ S' [JE -VEL. ALI- GROUND ;;1mN 3 RADIUS ONE MAN ROCK q STD. PLAN 310A TD. [`LAN`� 429:- R ....................... IROVED- FIRE HYDRANT ASSEMBLY 'H ...... ... .... ...... ........... ATE 5110I/7 7 SURVEYED: SCALE: MITCH EVENS, PLS VERnCAL NAVID 1988 AS NOTED HOMONTAL WD 1983/1991 DESIGNM. CITY OF MATT FEATHERSTO DRAWN:RENTON SHAWN COOPER I ONE INM DATUM CHECKED I AT FULL SCALE ---1 Planning/Building/Public Works Dept. TIMOTHY HO, PE IF PW ONE WMI SME ACCORDINGLY NO. REVISION B DATE APPR P I Y1 I F—GEOFF TAMBLE, P R-393512 I APPROVED FOR CONSTRUCTION SUBJECT TO ERRORS AND OMISSIONS BY: DATE: BY: DATE: BY: DATE: BY: DATE: LANGSTON ALLEY PROJECT ROAD AND UTILITY IMPROVEMENTS STANDARD DETAILS 05/10/17 FIELDBOOK* PAGE. DRAWING NO: RD -03 SHEET, OR 16 27 r) W F__ NOTES _4_-_0" MIN:.. A y 4 0„ MIN. - A SEE CONTRACT PLANS 3t8" (IN) EXPANSION SEE CONTRACT PLANS 1. At marked crosswalks, the connection between the landing and the 3/8" EXPANSION : PEDESTRIAN CURB - r In within width JOINT (TYP.) SEE SEE NOTE 9 JOINT (TYP.) -SEE "'.., PEDESTRIAN CURB Way must crosswalk markings. oad st be contained th the dth of the c ss alk \ STANDARD PLAN F-30.10 \ I SEE NOTE 9 2, Where "GRADE BREAK' is Called out, the entire length of the rade STANDARD PLAN F-30.10 \ \ \ LANDING € / 9 g LANDING '--� \� / break between the two adjacent surface planes shall be flush. 3. Do not place Gratings, Junction Boxes, Access Covers, or other appurte- nances B -SIDEWALK r on an art of the Curb Ram or Landing, or in the Depressed CURB AND GUTTER r r iY P p 9, p �X %-� * j C Curb and Gutter where the Landing connects to the roadway. \ ; SIDEWALK -' ---� 3" R. 4, See Contract Plans for the curb design specified. See Standard Plan F-10.12 for Curb, Curb and Gutter, Depressed Curb and Gutter, and , ..I:........ ..,..1 �[,.' fes' CURB AND GUTTER - �- _ Pedestrian Curb details. CURB RAMP '� _ - f 4` - 0" MIN. - CURB RAMP CURB RAMP --� 5. See Standard Plan F-30.10 for Cement Concrete Sidewalk Details. / �� �� _ i \ .- DETECTABLE WARNING SURFACE - SEE CONTRACT PLANS % ,........ `\ �'� DETECTABLE WARNING SURFACE -' 4' - 0' MIN. - � �� SEE STANDARD PLAN F-45.10 See Contract Plans for width and placement of sidewalk. \ SEE STANDARD PLAN F 45.10 SEE CONTRACT PLANS / FACE OF CURB FACE OF CURB - - DEPRESSED CURB AND GUTTER 6. The Bid Item "Cement Concrete Curb Ramp Type _" does not include J DEPRESSED CURB AND GUTTER the adjacent Curb, Curb and Gutter, Depressed Curb and Gutter, CROSSWALK CROSSWALK Pedestrian Curb, or Sidewalks. o......... 7, The Curb Ramp length is not required to exceed 15 feet (unless otherwise Z ......... shown in the Contract Plans). When applying the 15 -foot max. length, w PLAN VIEW DETECTABLE WARNING SURFACE - PLAN VIEW the running slope of the curb ramp is allowed to exceed 8,3%. Use a single TYPE PARALLEL A SEE STANDARD PLAN F-45.10 ,i TYPE PARALLEL B constant slope from bottom of ramp to top of ramp to match into the sidewalk m 4'-D"MIN. /' over a horizontal distance of 15 feet. Do not include abutting landing(s) in the15-foot max. measurement. When a ramp is constructed on a radius, the SEE CONTRACT PLANS ; i GRADE BREAK a1' 15 -foot max. length is measured on the inside radius along the back of the 0 0 CONTRACTION JOINT (TYP.) - SEE STANDARD PLAN F-30.1 _ I a; / j! COU�yTER SLOPE walkway. FOR CURB RAMP LENGTHS GREATER THAN 8'- 0"PROVIDE % FOP OF CONTRACTION JOINT EQUALLY SPACED 4'- 0" MIN. OC. %r * j' M tr ROADWAY 8. Curb Ramps and Landings shall receive a broom finish. See Standard Specifications 8-14. 9. Pedestrian Curb may be omitted if the round surface at the back of the CEMENT CONCRETE PEDESTRIAN --,% Of L LANDING \� DEPRESSED CURB AND GUTTER - Y g a SEE STANDARD PLAN F-1 0.12 Curb Ramp and/or Landing will be at the same elevation as the Curb CURB - SEE NOTE 9 > / AND NOTE 6 Ramp or Landing and there will be no material to retain. SECTION (A J 4' -0" MIN. ---------15' - 0" MAX_ (TYP_)---------- LEGEND SEE C 0 N TR_ A C T PLANS SEE NOTE 7 ...-... SLOPE IN EITHER DIRECTION 15' - 0" MAX. (TYP.) 4 - 0' MIN. 15' - 0" MAX. (TYP.) GRADE BREAK j SIDEWALK 1.5% OR FLATTER RECOMMENDED FOR RADE BREAK -ti \ i DESIGN/FORMWORK (2% MAX.) i SEE NOTE 7 :SEE CONTRACT PLANS SEE NOTE 7 �- GRADE BREAK 1, * °E 7 DESIGN/ \ �1 - GRADE BREAK * FORMWORK 3/ MAX.)MA SEE N \; 7.5�, OR FLATTER RECOMMENDED FOR SIDEWALK -f ; `• ' � K {8. ° X.} - `\ it-- CURB RAMP PEDESTRIAN CURB - LANDING /,\ \ SEE STANDARD PLAN EXPANSION I 3010 P) ~�� SEE NOTE 9W$ ,� - tj% + --- CURB RAMP I- = CURB RAMP LANDING \ 318" EXPANSION JOINT (TYR) - ` SEE STANDARD PLAN F-30.10 SECTION •� (ALONG INSIDE RADIUS AT BACK OF WALKWAY) "CEMENT CONCRETE CURB RAMP TYPE PARALLEL A" PAY LIMIT - SEE NOTE 6 ISOMETRIC VIEW TYPE PARALLEL A PAY LIMIT SECTION G) (ALONG INSIDE RADIUS AT BACK OF WALKWAY) "CEMENT CONCRETE CURB RAMP TYPE PARALLEL B" PAY LIMIT - SEE NOTE 6 n, ISOMETRIC VIEW TYPE PARALLEL B PAY LIMIT -PIP 2868 SSI )NA L G Zeller, matt ; ?7 Am 2420167:19AM PARALLEL CURB RAMP STANDARD PLAN F-40.12-03 SHEET 1 OF 1 SHEET ------------------------------ -------------------------------------------------------------------------------- APPROVED FOR PUBLICATION Jeff i?OL, } .mer 61: , J"Jen ?4 i(SFir 2:i7 f'F•f `` STATE DESIGN ENGINEER Washington State Department of Transportation NOTES 1. The Detectable Warning Surface (DWS) shall extend the full width of the curb ramp, B �= I E C I DETECTABLE WARNING landing, or other roadway entrance as applicable. Exception: If the Manufacturer of A MIN, CU ---- THROUGH OR WALKWAY �^ S OTE 3 ) on each h side of the DWSr St Pe border the DWS, a variance of up to 2 Inches MAX. FA 2.40„ N (� EE - �?K'----------t---- B 0.65"/' - 2. The Detectable Warning Surface (DWS) shall be placed at the back of curb, with the A i B i- D C 0.45" o.90" + two leading corners of the DWS panel placed adjacent to the back of the curb, and than a 2 i between the DWS and he back f he curb measured L--- -- 4 j ........... - = ch gap be a t o f Q - a D o.9" 1.40" BACK aF cUft6 - sr.::: h no more t wrt a n 0 0 - r - o^ MIN. - at the center of the DWS panel. Exception: If the Manufacturer of the selected DWS TRUNCATED DOME SEE NOTE 2 \. = TYP. OF ALL requires a concrete border around the DWS, a variance of up to 2 inches from the APPLICATIONS SECTION back of the curb is permitted (measured at the leading corners of the DWS panel). TRUNCATED �- DOME SPACING��-'-'F------------- -- ----- 3- The rows of truncated domes shall be aligned to be perpendicular to the rade SEE NOTE 3 \ SEE STANDARD SPECIFICATIONS !� p g FOR COLOR OF SURFACE1 break at the back of curb. TRUNCATED DOME DETAILS 1 4. The rows of truncated domes shall be aligned to be parallel to the direction of travel. CURB AND GUTTER-_MATCH_TO_WIDTH _OF_CURB_RAMP, LANDING, CUT -THROUGH OR 5, If curb and gutter are not present, such as a shared -use path connection, the WALKWAY Detectable Warning Surface shall be placed at the pavement edge. m DETECTABLE WARNING SURFACE DETAIL LANDING 6. See Standard Plans for sidewalk and curb ramp details. ---... OFFSET _ CURB RAMP \SEE NOTE 8 7- If a curb ramp is required, the location of the Detectable Warning Surface must be at - LANDING, the bottom of the ramp and within the required distance from the rail. WALKWAY - r WIDTH OF W y � ALKWAY 8. When the grade break between the curb ramp and the landing is less than or equal to WALKWAY wALKwaY wlorH OF CUT- 5 ft. from the back of curb at all points, place the Detectable Warning Surface on the bottom of the curb ramp directly above the grade break. y THROUGH (TYP.) .,,=----------- -Y .'t ,,. ` DETECTABLE WARNING 1 p-% I `-- SURFACE (DWS) - f `� ��.........,--------------------------------------� _WIDTH OF CUT -THROUGH SEE NOTE 4 ,... CURB RAMP (TYP.) ...................... BACK OF CURB Z - ; it i........... -J _ FLARE FLARE ::: 2'- 0" 2' - 0" MIN. SINGLE DIRECTION CURB RAMP ....... m , (GRADE BREAK BETWEEN CURB AND MIN. ' z LANDING s 5 FT. FROM BACK OF CURB) ¢ {SEE NOTE 6} I ;\ DETECTABLE WARNING 4 �'`. DETECTABLE WARNING :.r BACK OF CURB ._�% - 4 LANDING SURFACE (DWS) _ 4 SURFACE (TYP.) DIRECTION OF SEE NOTE 2 LU: x4 SEE NOTE 3 i \ SEE NOTE 3 n,c (-ro AyEL l CURB RAMP 7 WALKWAY \ ! WIDTH OF CURB RAMP \_ BACK OF CURB - -- WIDTH OF PERPENDICULAR CURB RAMP ; SEE NOTE 2 WALKWAY (SEE NOTE 6)-'+ ISLAND CUT -THROUGH WIDTH OF CURB RAMP, DETECTABLE WARNING 7.\ LANDING, OR WALKWAY SURFACE (TYP.) - ----- DETECTABLE WARNING1 \ SURFACE DWS SEE NOTE 3 SEE NOTE 3 \ :I • • : �q1z WdHj�n� BACK OF CUR L SEE NOTE 2 SINGLE DIRECTION CURB RAMP DETECTABLE WARNING (GRADE BREAK BETWEEN CURB AND SURFACE (DWS) - LANDING > 5 FT. FROM BACK OF CURB) SEE NOTES 4 & 7 (SEE NOTE 6) CURB RAMP -1 1 CURB RAMP WALKWAY -1 t, LANDING ) WALKWAY ° C 2017 THE BLUELINE GROUP \-- DETECTABLE WARNING BACK OF CURB SURFACE (DWS) - SEE NOTE 3 SEE NOTE 2 WIDTH OF I LANDING ' PARALLEL CURB RAMP (SEE NOTE 6) PATH OR WALKWAY PEDESTRIAN RAILROAD CROSSING = l+ SEE NOTE 2 MEDIAN CUT -THROUGH •r"� OZ++ +• k WIDTH OF SHARED- ' USE PATH OR 0 ::. 28680 iiO is WALKWAY YjsTB ------ ... �6 -- - fl3VA L WIDTH OF CUT -THROUGH - \ 7e,Ilex' Scat q SHARED -USE Jul 1;- 20iv 4:251 �1 (TYP.) PATH OR WALKWAY DETECTABLE WARNING ROUNDABOUT SPLITTER SURFACE ISLAND PAVEMENT SHOULDER EDGE STANDARD PLAN F-45.10-02 ✓' SHEET 1 OF 1 SHEET DETECTABLE WARNING : ' ~ APPROVED FOR PUBLICATION SURFACE (DWS)-.xexte . / iai2iaY?? rwt SEE NOTES 4 & 5 r STATE DESIGN ENGINEER Ali PLACEMENT GUIDELINES SHARED -USE PATH CONNECTION Or- Washington State Department of Transportation NOTES MATCH SIDEWALK BUFFER 1. This plan is to be used where pedestrian crossing in one direction is not STRIP ermined. WIDTH - 4' 0" MIN. p MATCH SIDEWALK SEE CONTRACT PLANS 1 "' WIDTH - 4'0" MIN. - -- v 2. At marked crosswalks, the connection between the Landing and the SEE CONTRACT PLANS PEDESTRIAN CURB roadway must be contained within the width of the crosswalk markings. 1+ SEE NOTE 10 CURB RAMP I 3/8" (IN) EXPANSION PEDESTRIAN CURB - x 3. Where "GRADE BREAK' is called out, the entire length of the grade break MATCH SIDEWALK WIDTH - 4' a" MIN. r \ between the two adjacent surface planes shall be flush. JOINT -- SEE STANDARD- I 4 SEE NOTE 10 PLAN F-30.10 SEE CONTRACT PLANS j j �� LANDING 4. Do not place Gratings, Junction Boxes, Access Covers, or other appurten- LANDING \ n n an a f h Cu Ram r Landing r in the Depressed SIDEWALK ^• 3/$" (IN) EXPANSION JOINT ^• SEE _ \ .+. � PEDESTRIAN CURB ^• a CeS 0 y part O the Curb p o d g o p Sed i � 5'-0"MIN.: I - SEE NOTE 6 J I � 1 y (TMP } ,, ; .� 3" R. _ STANDARD PLAN F-30.10 -'�l 6 ,,,\s � SEE NOTE 10 Curb and Gutter where the Landing connects to the roadway. j p n 5. See Contract Plans for the curb design specified. See Standard Plan III x- 1 F-10.12 for Curb, Curb and Gutter, Depressed Curb, Gutter and 1 M Q ,z. Pedestrian Curb details- i ' S� I .: i. ::iii i '•. --- . o 0 t31 3" R. - 6. See Standard Plan F-30.10 for Cement Concrete Sidewalk Details. See O SIDEWALK - t \ D ! ✓ v _ v ::;,ii`i:.....\..................................._L............ Contract Plans for width and placement of sidewalk. ,•. ....... U SEE NOTE 6 i ,. X � I - 7, The Bid Item "Cement Concrete Curb Ram Type does not include the Y BUFFER STRIP SEE '� 1 \ DETECTABLE WARNING SURFACE BUFFER �^%� C \ DETECTABLE WARNING SURFACE adjacent Curb, Curb and Gutter, Depressed Curb and Gutter. Pedestrian CONTRACT PLANS J ( G) SEE STANDARD PLAN F-46.10 STRIP f ` j-�' / SEE STANDARD PLAN F-45,10 •_-,-- '�.�/ Curb, or Sidewalks. +------- I, CURB AND GUTTER ^- r ;� \ \__ CURB AND GUTTER - P g SEE NOTE 5 SEE NOTE 5 8. The Curb Ram length is not required to exceed 15 feet unless shown 4 f t ! PEDESTRIAN CROSSING otherwise in the Contract Plans). When applying the 15 -foot max. length _, PEDESTRIAN CROSSING \, CLOSURE SIGN 11 CURB RAMP CLOSURE SIGN FACE OF CURB RAMP (measured from back of sidewalk) the running slope of the curb ramp is FACE OF ` CURB allowed to exceed 8.3%. Use a single constant slope from bottom of CURBramp to top of ramp to match into the sidewalk over a horizontal PLAN VIEW PLAN VIEW odistance of 15 feet. TYPE SINGLE DIRECTION A TYPE SINGLE DIRECTION B 9. Curb Ramps and Landings shall receive a broom finish. See Standard Z LU Specifications 8-14. LU LL 10. Pedestrian Curb may be omitted if the ground surface at the back of the DETECTABLE WARNING SURFACE. - Curb Ramp and/or Landing will be at the Same elevation as the Curb 15' - 0" MAX ; SEE STANDARD PLAN F-46.10 16- 0" MAX (TYP.) 16- 0" MAX (TYP.), Ramp or Landing and there will not be material to retain. (TYP.) I SEE NOTE 8 SEE NOTE 8 GRADE BREAK r GRADE BREAK \ GRADE BREAK NOTE B i LEGEND GRADE BREAK GRADE BREAK C SLOPE r BREAK \ / SIDEWALK - SIDEWALK -• - - SLOPE IN EITHER DIRECTION COUNTER 5.0°/u MAX. / SIDEWALK -. i t i i SEE NOTE 6 SEE NOTE 6 SEE NOTE 6 ' TOP OF \` \ 7k 't1C � ` ,� �� * '�' ` � / *, 1.5 OR FLATTER RECOMMENDED FOR 10 ROADWAY --'- / --�-- DESIGNlFORMWORK (2MAX.) t 7.5% OR FLATTER RECOMMENDED FOR DESIGNIFORMWORK (8.3% MAX.) CURB RAMP a. \` DEPRESSED CURB AND GUTTER - CURB RAMP SEE NOTE 7 LANDING CURB RAMP LANDING SEE STANDARD PLAN F-10.12 +�'�� yWASy7t, SECTION r y SECTION A 1O CONTRACTION JOINT (TYP.) -SEE STANDARD PLAN F-30.10 (ALONG INSIDE RADIUS AT BACK OF WALKWAY) FOR CURB RAMP LENGTHS GREATER THAN 87 - 0" PROVIDE ^ CONTRACTION JOINT EQUALLY SPACED 4'- 0" MIN. OC. -�.. "CEMENT CONCRETE CURB RAMP "CEMENT CONCRETE CURB RAMP ';''"' ( ��CtST4R4O LIMIT - TYPE SINGLE DIRECTION B" PAY LIMIT - , SEE NOTE7�' \� "/ / ,i 1ON $t. DETECTABLE WARNINGf`l Zeller, Scott 1" {IN} RADIUS , SURFACE- SEE tun 24 201fs 7:7.1 AM CORNER •. •: STANDARD PLANF-95.10 _� \ �_ i' s� - u: a• �,, SINGLE DIRECTION PEDESTRIAN CURB •• •••••••• - ••, <•<• �i' h... DEPRESSED CURB AND� GUTTER -SEE NOTE 5 CURB RAMP __ _ �. -,-�-�' ISOMETRIC VIEW TYPE SINGLE DIRECTION A PAY LIMIT SURVEYED: SCALE: MITCH EVENS, PLS DESIGNED,AS NOTED MATT FEATHERSTO DRAWN: SHAWN COOPER ONE INCH CHECKED: AT FULL SCALE TIMOTHY HO, PE IF NOT ONE INCH NO. REVISION BY DATE AP P R APPRO ED: SCALE ACCORDINGLY GEOFF TAMBLE, P 90° ANGLE" RADIUS MAY x' VARY DETAIL STANDARD PLAN F-40.16-03 l :-r-='=� -='-'" J�J✓ SHEET 1 OF 1 SHEET APPROVED FOR PUBLICATION ISOMETRIC VIEW (arzeaYrs... to ntox.wr�t STATE DESIGN ENGINEER TYPE SINGLE DIRECTION B AmiWashington State Department ofTransporlatton PAY LIMIT 7 HORIZONTAL-' D'W3'101 CITY OF i RENTON DATUM Planning/Building/Public Works Dept. R-393513, APPROVED FOR CONSTRUCTION SUBJECT TO ERRORS AND OMISSIONS LANGSTON ALLEY PROJECT ROAD AND UTILITY IMPROVEMENTS STANDARD DETAILS DATE: DATE: DATE: DATE: 05/10/17 FIELDBOOK: PAGE DRAWING NO: RD -04 SHEET: OR 17 27 C'7 O' 51x2 Y1^R o co z LEVEL x 'HOOD O a CATCH BASIN FRAME AND VANED GRATE (DETAIL 204.00) 1•MIN I 0 m PIPE ALLOWANCES m m IM MIN, 6 ` HANDHOLD OPENING HEIGHT T MAXIMUM ao Z 0 4• MIN. Q a w ORECTANGULARCIRCULARADJUSTMENT SECTIOSECTION PIPE MATERIAL INSIDE I � OR CIRCULAR ADJUSTMENT SECTIONFRAME AND VANED GRATE DIAMETER FRAME AND VANED GRATE UJ GROUT, TYPICAL (SEE NOTE 5) TOP OF GRATE REINFORCED OR 12" v PLAIN CONCRETE FLAT SLAB TOP SEE NOTE 3 FRAME \/ ALL METAL PIPE 15" /\ 1a �' CPSSP*• . (STD. SPEC. 9-05.20) 12" O LL 48',54", e0', 72', %" OR 9a" S- SOLID WALL PVCx4�' • !• 5" (STD. SPEC. 9-05.12(1)) 75" o MORTAR (TYP.) O PROFILE WALL PVC 15" ? SEE NOTE 4 DETAIL SECTION [: A.:} O OR 12" (STD. SPEC. 9-05.12(2)) in ' . -l/ O STEPS OR CL&1N SURFACE AND BOTTOM AREA. +Y CORRUGATED POLYETHYLENE LADDER PROVIDE UNIFORM CONTACT. STORM SEWER PIPE ' •.. , • • , THE SURFACE AREA OF THE BASE SECTION MUST CATCH BASIN BE GROUTED TO THE BOTTOM AREA OF THE =7. i `^ �- ADJUSTMENT SECTION. ADJUSTMENT SECTION (.ZA ONE #3 BAR HOOP FOR 6" HEIGHT TWO #3 BAR HOOPS FOR 12" HEIGHT '29' MIN,z3' MIN: 20 1t4" (- 0257 1" Q RECTANGULAR ADJUSTMENT SECTION o MI GRATE J MORTAR FILLET REINFORCING STEEL (TYP.) ti� X61 SFF �° ° ` 'O GRAVEL BACKFILL FOR No 12' PIPE ZONE BEDDING Z �e� NOTES ` a_ SEE NOTE4 -34' (WIDE SIDE) >':. �.°..:� (TYP.) X11 Q� 1. As acceptable alternatives to the rebar shown in the PRECAST BASE B' SEEN oTE2 CATCH BASIN TYPE 1 t/V1 C� SECTION, fibers (placed according to the Standard Specifications), or SEPARATE BASE INTEGRAL BASE (') O ,J \ I / q0' (WIDE SIDE) a wire mesh having a minimum area of 0.12 square inches per foot shall CAST -IN-PLACE PRECAST WITH RISER 11 CATCH BASIN TYPE I L i be used with the minimum required rebar shown in the ALTERNATIVE O PRECAST BASE SECTION. Wire mesh shall not be placed in the •O" RING O knockouts. #3 BAR EACH CORNER 12" , ... a O 2. The knockout diameter shall not be greater than 20". Knockouts shall GRAVEL BACKFILL FOR Z PIPE ZONE BEDDING is have a wall thickness of 2" minimum to 2.5" maximum. Provide a 1.5" s= "=• • ' '' I minimum a between the knockout wall and the outside of the I CATCH BASIN DIMENSIONS 9 p P pe. SEPARATE BASE SEE NOTE1 ' After the pipe is installed, fill the gap with joint mortar in accordance PRECAST MINIMUM BASE SECTION #3 BAR EACH SIDE with Standard Specification 9-04.3. CATCH MAXIMUM BASE REINFORCING STEEL TOP VIEW SECTION BASIN WALL BASE KNOCKOUT DISTANCE in'tft. IN EACH DIRECTION FRAME DETAIL" DIAMETER THICKNESS THICKNESS BETWEEN NOTES 3. The maximum depth from the finished grade to the lowest pipe invert SIZE KNOCKOUTS SEPARATE BASE INTEGRAL BASE II''►► shall be 5'. 48" 4" 6^ 36" e" 0.23 0.15 1. The asymmetry Of the 'Combination Inlet shall be considered when L.L #3 BAR EACH WAY v 4. The frame and grate must be installed with the flange down. 54' 4.5• 8^ 42" e" 0.19 0.19 NOTES calculating the _.offset distance for the catch basin. See SECTION A. PRECAST BASE SECTION so, s' 8^ 48" e" 0.25 9.25 2. The dimensions of the Frame and Hood may vary slightly among dif- 5. The Precast Base Section may have a rounded floor, and the walls may 1. THE COVER OR GRATING OF A CATCH BASIN SHALL NOT BE GROUTED TO FINAL GRADE UNTIL THE FINAL ELEVATION OF THE PAVEMENT, y y d be sloped at a rate of 1:24 or steeper. 7z" 8' s^ fio^ 1 z" 0.35 o.za ferenl manufacturers. The Frame may have cast features intended GUTTER, DITCH, OR SIDEWALK IN WHICH IT IS TO BE PLACED HAS BEEN ESTABLISHED, AND UNTIL PERMISSION THEREAFTER IS GIVEN BY CURB OR CURB AND GUTTER to support a grate guard. Hood units shall mount Outside of the 6. The opening shall be measured at the top of the precast base section. 84" 8" 12' 72" 12" 0.39 0.29 THE ENGINEER TO GROUT IN PLACE IN ACCORDANCE WITH APWA STANDARD SPECIFICATION 7-05.3. Frame. The methods for fastening the Safety Sar! Debris Guard Rod 8" 12• MI. 12" 0.39 0.29 2. SHIMS SHALL NOT BE USED TO SET FRAME TO GRADE. THE USE OF SHIMS IS PROHIBITED. MATCH TOP OF HOOD to the Hood me vary, The Hood may Include Cason lugs. The tKa 96" TO TOP OF CURB (TYP.) y ry' y g g p 3. A CONTINUOUS LAYER OF MORTAR SHALL BE PLACED BETWEEN ADJUSTMENT RINGS AND BRICKS PRIOR TO PLACEMENT. 7. All pickup holes shall be grouted full after the basin has been placed. of the Hood may be cast With a attem. 4. THE USE OF BRICKS IS PERMITTED WHERE THE BRICKS ARE STAGGERED TO CREATE A RUNNING BOND OR %z BOND. Y P 6. All grade rings and castings shall be set in mortar in accordance with 5, ADJUSTMENT SECTION SHALL BE GROUTED WATERTIGHT TO THE BOTTOM AREA OF THE ADJUSTMENT SECTION WITH NONSHRINK GROUT HOOD 3. Attach the Hood to the frame wi#t two 314' x 2" hex head bolts, nuts, Standard Specification 9-04.3. NOTES PIPE ALLOWANCES 6. GROUTING BETWEEN ADJUSTMENT SECTION SHALL BE WATERTIGHT. I. No steps are required when height is 4' Or less. CATCH PIPE MATERIAL WITH MAXIMUM INSIDE DIAMETER DO NOT .INSTALL GROUT IS TO BE NON -SHRINK TYPE GROUT MEETING THE REQUIREMENTS OF ASTM 157 PER APWA STANDARD SPECIFICATION 9-20.3 FOR and oversize washers. The washers shall have diameters adequate E BART D BASIN ALL SOLID PROFILE MAXIMUM PERCENT DRY SHRINKAGE. THE MINIMUM COMPRESSIVE STRENGTH SHALL BE 4,000 PSI AT 7 DAY PER APWA STANDARD sAFErYISARr DEBRIS GUARD. to assure full bearing across the slots. . 2. The bottom of the recast catch basin may be sloped to facilitate cleaning. CONCRETE CPsSP WALL WALL SPECIFICATION 9-20.3 213'"24• VANED GRATE' When bolt -down rates are specified in the contract, provide two P Y P g• DIAMETER METAL , : PVc;z; PVC 4) 8. PICK /LIFTING HOLES ARE TO BE GROUTED WATERTIGHT. 4' g P #3 BAR EACH CORNERFRAME holes. in the frame that are vertically aligned With the grate slots. 18' MIN. 3. The rectangular frame and rate must be installed with the flange down. ae" 24" 30" 24' 27" 30" 9 9 9 Tap each hole to accept a. 51$" Xc -11 NC x 2" ellen head cap screw. The frame may be cast into the adjustment section. 54" 30" 36" 30• 27" 36" Location of ball- down holes varies among different manufacturers. a. Knockouts shall have a wall thickness of 2" minimum to 2.5" maximum. Provide 60" 36" 42" 36^ 38^ 42^ See BOLT - DAWN DETAIL #3 BAR HOOP a 1.5" minimum gap between the knockout wall and the outside Of the pipe. After 72" 1 42" 1 54" 1 42• 1 36" 46^ 5. Only'.ducdle iron Vaned: Grates shall be used. the pipe is installed, fill the gap with joint mortar in accordance with Standard 84" M" 60" Sa• 36" ae^ Specification 9-04.3. 6. This plan is intended to show the installation details of a manufao• 96- 60" 72" 60• 36" 46" tured'product. It is not the intent of this plan to show the specific 5. All grade rings, risers, and castings shall be set in mortar in accordance with ;t) Corrugated Polyethylene Storm Sewer Pipe (Std. Spec. 9-05.20) ISOMETRIC VIEW details necessary to fabricate the castings shown on this drawing. SEE NOTE 1 Standard Specification 9-04.3. :2) (std. Spec. 9-05.12(1)) J3 ALTERNATIVE PRECAST BASE SECTION (Std. Spec. 9-05.12(2)) e STD. PLAN - 200.00 �oSTD. PLAN - 201.00 STD. PLAN - 202,00 � OSTD. PLAN - 20S"00 PUBLIC WORKS CATCH BASIN TYPE 1 �°PUBLIC WORKS CATCH BASIN TYPE 2 PUBLIC WORKS CATCH BASIN INSTALLATION PUBLIC WORKS OPEN CURB FACEDEPARTMENT =�" DEPARTMENT DEPARTMENT ='e�►> DEPARTMENT ME AND GRATE MARCH 2008 gyp$ MARCH 2008 MARCH 2008 it 2 INSTALLATION DETAIL MARCH 2008 SECTION nA 1fi WO 1 174" 5• Q 51a 00 31f2" RECESSED ALLEN HEAD CAP SCREW 51W-11 140x2' fa„ 3/4" 4" QQQQQ�QQQQQQQQQQQQ�QQQQQQQQQQQQQQQ�QQQQQQQQQQQQQQ0Q�Q 0QQ0 Q Q R-393514 - 3/4" DIAM. HOLE 1114" BOLT -DOWN SLOT DETAIL 3 "I GRATEISOMETRIC VIE 1/2" DIAM. HANDLE 5B SEE NOTE:1 $ - SECTION O QQ�QQQQ�Q NOTES APPROVED FOR CONSTRUCTION O4 QQQ�000 1. PrgvidefwoslotSinthegratethatareverlically8ligned r SUBJECT TO ERRORS AND OMISSIONS N o 1 5!8^ Pa4e varies among different manufacturers. with the holes in the frame. Location of bolt -down slots F q� o i ISOMETRIC BOLT -DOWN SLOT DETAIL ISGMETRIC z. Refer to Standard Specification 970&15(2) for additional Q -A "v y„ SEE NOTE 1 requirements, O BY: DATE: C Z oz 1J2° gET10N a. Unless otherwise specified, vaned grates shall be used with standard frame BOLT -DOWN m r wad. gutter or shoulder. grates s no alocated I� DETAIL B 2within sxossrmsse vaned along rolled curbs, � 6 953O=� BY: DATE: IS T a c °STD. PLAN 204.00 �`�Y a r STD. PLAN - 204.10 '� � � STD. PLAN - 204.20 / O N A L F � BY: DATE: . I. PUBLIC WORKS RECTANGULAR FRAME * PUBLIC WORKS RECTANGULAR SOLID PUBLIC WORKS RECTANGULAR j� DEPARTMENT DEPARTMENT METAL COVER = DEPARTMENT VANED GRATE _J z MARCH 2008 �r �p MARCH 2008 MARCH 2008 BY: DATE: ro n 3 SURVEYED: SCALE DATE o MITCH EVENS, PLS HORvERnCA NAD �sas�ieelALLEY PROJECT DESIGNED. G MATT FEATHERSTO AS NOTEDCITY OF ROAD AND UTILITY TY MPROVEMENTS Flo OK* DRAWN: RENTON PAGE. o SHAWN COOPER ONE INCHo DRAWING NO: CHECKED: DATUM TIMOTHY HO, PE ,F �, Planning/Building/Public Works Dept. STANDARD DETAILS RD -05 o Q_ NO. REVISION BY DATE AP P R APPRovm,EOFF TAMBLE, P SCALE ACCORDINGLY SHEET, x, 18 27 �W C 2017 THE BLUELINE GROUP 1 05 r) W I- TOP 24" '.: 4EQUAL SPACES 4EQUALSPACES u� r SECTION A SLOT SEE DETAIL FIND NOTE t SECTION NOTES Provide two slats in the grate that are vertically aligned I. with the holes In the frame. Location of bolt -down slots varies ISOMETRICamong different manufacturers. z Refer to Standard Specification M5.15(2) for additional requirements. 3. Use only on sags and vertical curbs locations. 4. Unless Otherwise specified, vaned grates shall be used With standard frame. in the travel way. gutter or shoulder. vaned grates shall not be located within crossroads. Use vaned grates along rolled curbs: 'S O r, PUBLIC WORKS RIEC"TAI+ GU BI-DIRECTIONAL STl). 11 - 104.30 DEPARTMENT. VANED ORATE' F Ta MARCH 2006 END SECTION LENGTH SHALL BE AT LEAST SIX TIMES THE DIAMETER OF THE PIPE (SEE WSDOT STD. SPEC. 7-D2.3(1)) a C 2017 THE BLUELINE GROUP THERMOPLASTIC PIPE 4H:1trOR STEEPER CONCRETE PIPE END SECTION LENGTH SHALL BE AT LEAST SIX TIMES THE DIAMETER OF THE PIPE (SEE WSDOT STD. SPEC. 4H 1 V OR STEEPER METAL PIPE NOTES 1. The culvert ends shall be beveled to match the embankment or ditch slope and shall not be beveled flatter than 4H:1V. When slopes are between 4HA V and 6H:1 V, shape the slope in the vidntiy of the culvert end to ensure that no part of the culvert protrudes more than 4" above the ground line. 2. Field cutting of culvert ends is permitted when approved by the Engineer. All field -cul culvert pipe shall be treated with treatment as shown in the Standard Specifications or General Special Provisions. 4" MAX. 4" MAX. STD. PLAN - 221.00 PUBLIC WORKS BEVELED END SECTIONS DEPARTMENT MARCH 2008 12" [13mm] LETTERING BOLTHOLES - 3 PLCS EQUALLY SPACED 120" pNTS _ DR,4 r APART ON 23 1116'(586.m) DIA B.C. �I RENTON AHEAD OF THE CURVE v DRAIN (1)1' (25mm) DIA PICKHOLE ® 1 114" [32mm] LETTERING PLAN VIEW 25" DIA. [635mm] 1" mm] 314" [19mm1 8 324" 212" [222mm] [64mm] TYP COVER SECTION VIEW 26 12" DIA [673mm] 25114" DIA 1641 mm] 1 1116' 1/4" (6mm) DIA [27mm] NEOPRENE GASKET 64 1 [lszmml 23 3i8" DIA CL OPEN f [16mm] 1594mm] 27 5116'DIA [694mml 34 118" DIA [867mm1 FRAME SECTION VIEW COVER BOTTOM VIEW (3) BUT SOC. (ALLEN HEAD) 5/8"-11 x 1.5 ss RUBBER WASHER EON BOLTING DETAIL 1.4" [smm] 1 v1e" p7mm] 1!8' [3mm] 1/8" [gym] - GASKET GROOVE DETAIL NOTES ALL COVERS SHALL BE LOCKING LID PER EASTJORDAN IRON WORKS INC, No. 3717C1 OR APPROVED EQUAL. t�Y o * PUBLIC WORKS STORM ROUND FRAME AND COVER STD. PLAN - 204.50 DEPARTMENT MARCH 2008 NO. I REVISION I BY #6 BARS T' SPACING 20' x 24",U/ 24"DIAM., 48" DIAM. J OR 54"DIAM. HOLE 2" (TYP) I- 12 1" MIN. 112" MAX. 84" or 96" FLAT SLAB TOP #5 BARS @ 6" SPACING 20" x 24", 24" DIAM., 48" DIAM. OR 54" DIAM. HOLE 2" (TYP. .4 1" MIN. 2 112" MAX. 72" FLAT SLAB TOP #4 BARS @ 6" SPACING 20" x 24" OR 24" DIAM. HOLE 2" (TYP.) 1" MIN. 2 112' MAX. 48", 54", or 60" FLAT SLAB TOP TYPICAL ORIENTATION FOR ACCESS AND STEPS zl l m N e >i 48" MIN. ECCENTRIC CONE SECTION �o- O+ Ir OR 12" ONE #3 BAR HOOP FOR W : j •. TWO #3 BAR HOOPS FOR 12" RECTANGULAR ADJUSTMENT SECTION 1.0 As an acceptable alternative to rebar, wire mesh having a minimum area of 0.12 square inches per foot may be used for adjustment sections. GAY IT (TYP.) f 8" 12 ' PREFABRICATED LADDER 12" MIN. � � z w� STEP 34" �y 1 ONE #3 BAR HOOP 4, " �S+ CIRCULAR ADJUSTMENT SECTION + PUBLIC WORKS MISCELLANEOUS DETAILS FOR DEPARTMENT DRAINAGE STRUCTURES SURVEYED: SCALE: MITCH EVENS, PLS AS NOTED DESIMATT FEATHERSTO DRAWN: SHAWN COOPER ONE INCH CHECKED: AT FULL SCALE TIMOTHY H0, PE IF NCT ONE NCH DATE AP P R A wo`v : SCALE ACCORDINGLY GEOFF TAMBLE, P STD. PLAN - 204.60 MARCH 2008 'MIN Min. dist. between barrels g: CLEANOUT, TYP. W (sae note 4) limit of iriPe mne 4 A lT CAP, AND WHERE CLEANOUT IS IN PAVEMENT; IRON RING & 48" pipe - arch metal only tspan) COVER PER I FCO #247 12" 43" to 142" OR EQUIVALENT 148A to 199" CATCH BASIN -AREA DRAIN pipe (sea B Z TEE B note B) K PROPERTY LINE M CA 0 11"itS of pipe compaction. 0-.85 0.11: min: y -' 3.5 MIN. O 45" BEND 05 SMIN, PERMANENT CAP OR CONNECT PIPE SMIN. PRIVATE, JOINT USE UTILITY EASEME W reo., over 27" IA A. IVletal and Concreta Pipe 31 Bedding for Flexible Pipe d � 45° WYE 77 TEE, CROSS, OR 45° WYE AT BENDS 1. Provide >uniform, support under barnsts, 2. Hand tamp under Haunches. 3. Compact bedding material to 96% Max.density; directly CLEAN-OUT WITH ar over pipe, hand tamp only._ - PERMANENT CAP CLEAN-OUT DETAIL 4. See "Ekcavat[on and.,Preparation of Trench" in sanitary CATCH BASIN -AREA DRAIN SECTION A -A ALIGN PIPE TOPS, OR specifications for trench Width "W" and trenching. PLACE ROOF DRAIN options. The pipe.: zone will be the actual trench width. HIGHER. The minimum concrete width shall be 1 2 I.D. = 1$".: gravel badmo g revel baCkalfar 3 -MIN. VARIES �J for pipe bedding. foundations when specified 3 O K rocks or lumps larger than '1" per foot of pipe diameter B. Pips - Arab Inatallatioe 2'MIN. COVER OVER COLLECTOR UNE section of the W 3DOT/APWA standard specifications TEMPORARY CAP ON END OF ROOF DRAIN STUB, for the material specifications: MARKED BY 2'x4" STAKE PLACE CLEANOUT AT 300' MAX. SPACE, AT 90" BENDS, 1. Pipe compaction shown on this pian are for pipe EACH 2ND 45" BEND, SECTION II constructlon In an embankment. For pipe construction PIPE ENDS NOTE: MIN. PIPE SIZE 6"0 PIPE MATERIALS ALLOWED: PVC, LINED CPE, TRIPLE WALL POLYETHYLENE, DI (IF NEEDED FOR STRENGTH). Y 3• Concrete pipe with elliptical 'reinforcement shall be Backfill material placed in U 5' ]nose layers and installed in a cordandawith design Ai, TYPICAL PRIVATE ROOF DRAIN STD. PLAN - 225.10 PUBLIC WORKS DEPARTMENT COLLECTION SYSTEM be Installed with design A Method B or C cam co(on W 340T/APWA ) �FNTo� CROSS SECTION standard specifications)ti MARCH 2008 NO. I REVISION I BY #6 BARS T' SPACING 20' x 24",U/ 24"DIAM., 48" DIAM. J OR 54"DIAM. HOLE 2" (TYP) I- 12 1" MIN. 112" MAX. 84" or 96" FLAT SLAB TOP #5 BARS @ 6" SPACING 20" x 24", 24" DIAM., 48" DIAM. OR 54" DIAM. HOLE 2" (TYP. .4 1" MIN. 2 112" MAX. 72" FLAT SLAB TOP #4 BARS @ 6" SPACING 20" x 24" OR 24" DIAM. HOLE 2" (TYP.) 1" MIN. 2 112' MAX. 48", 54", or 60" FLAT SLAB TOP TYPICAL ORIENTATION FOR ACCESS AND STEPS zl l m N e >i 48" MIN. ECCENTRIC CONE SECTION �o- O+ Ir OR 12" ONE #3 BAR HOOP FOR W : j •. TWO #3 BAR HOOPS FOR 12" RECTANGULAR ADJUSTMENT SECTION 1.0 As an acceptable alternative to rebar, wire mesh having a minimum area of 0.12 square inches per foot may be used for adjustment sections. GAY IT (TYP.) f 8" 12 ' PREFABRICATED LADDER 12" MIN. � � z w� STEP 34" �y 1 ONE #3 BAR HOOP 4, " �S+ CIRCULAR ADJUSTMENT SECTION + PUBLIC WORKS MISCELLANEOUS DETAILS FOR DEPARTMENT DRAINAGE STRUCTURES SURVEYED: SCALE: MITCH EVENS, PLS AS NOTED DESIMATT FEATHERSTO DRAWN: SHAWN COOPER ONE INCH CHECKED: AT FULL SCALE TIMOTHY H0, PE IF NCT ONE NCH DATE AP P R A wo`v : SCALE ACCORDINGLY GEOFF TAMBLE, P STD. PLAN - 204.60 MARCH 2008 1-D" few' diameters 12" through 42" and spans through 501'. 2i-0" for diameters greater than 42" and spans. greater than 5r$'. Pipe Size Min. dist. between barrels g: III of Pipe O.D.. O.D 4ompsoon m W (sae note 4) limit of iriPe mne 30" to 96" diam. /2 Redding 48" pipe - arch metal only tspan) material 12" 43" to 142" for flexible 148A to 199" 48" pipe (sea note B) 0;150.D. rnn: M CA 11"itS of pipe compaction. 0-.85 0.11: min: foundation level gravel lfedaAll gravel backfillfor for Pipe:6edding foundaiio when specified ' A - Comm 27° I.D. and under W reo., over 27" IA A. IVletal and Concreta Pipe Bedding for Flexible Pipe s an span span .ems 3' mex 3' max malt- :Flexible Pipe NOTES:17 . 1. Provide >uniform, support under barnsts, 2. Hand tamp under Haunches. 3. Compact bedding material to 96% Max.density; directly ar over pipe, hand tamp only._ E p.15 rise min. 4. See "Ekcavat[on and.,Preparation of Trench" in sanitary sewers section of the standard WSDOT/APWA Smits of PIP@:: specifications for trench Width "W" and trenching. compaction =0 - rise min. options. The pipe.: zone will be the actual trench width. The minimum concrete width shall be 1 2 I.D. = 1$".: gravel badmo g revel baCkalfar 5. Trench:backfill Shall conform to "Backfllllhg Sewer for pipe bedding. foundations when specified TOn~ in thesanitary sewers section of the WSDOT/APWA standard specifications; except that rocks or lumps larger than '1" per foot of pipe diameter B. Pips - Arab Inatallatioe shall not be used in the backfill materia[.: 6. See "Bedding Material for Flexible Pipe" in aggregates: section of the W 3DOT/APWA standard specifications for the material specifications: Rigid Pipa NOTES: 1. Pipe compaction shown on this pian are for pipe constructlon In an embankment. For pipe construction ]n a trench, the horizpnta[ limltsorthe pipe companion zone ahall be the wells of the trench, 2. All steel and aluminum pipe and pipe -arches shall be instal leis in accordance with design A. 3• Concrete pipe with elliptical 'reinforcement shall be Backfill material placed in U 5' ]nose layers and installed in a cordandawith design Ai, compacted to 95% maximum density. 4. Concrete pipe, plain or With circular reinforcement, shall be Installed with design A Method B or C cam co(on W 340T/APWA ) S. O D Is equal to the outside diameter of a pipe or the standard specifications)ti outside span of pipe itch The dimensions shown as O D with 3 maximum shall be O.D. until 0.0 - equals, 3' at which point 3 shat] be used 1-D" few' diameters 12" through 42" and spans through 501'. 2i-0" for diameters greater than 42" and spans. greater than 5r$'. Pipe Size Min. dist. between barrels circular pipe Cane.,, LOPE, CMP (diameter) 12" to 24" 12" 30" to 96" diam. /2 1021, to 180" 48" pipe - arch metal only tspan) 18" to 36" 12" 43" to 142" span / 3 148A to 199" 48" 5/1o/I7 VERTICAL NAVD 1988 HORQOWK. NAD 1983/1991 CITY OF RENTON DATU M Planning/Building/Public Works Dept. R-393515 APPROVED FOR CONSTRUCTION SUBJECT TO ERRORS AND OMISSIONS BY: DATE: BY: DATE: BY: DATE: BY: DATE: LANGSTON ALLEY PROJECT ROAD AND UTILITY IMPROVEMENTS STANDARD DETAILS 05/10/17 FIELDBOOK: PAGE: DRAN9NG NO: RD -06 SHEET: OR 19 27 0 C) ^O 1 T X X X C) 0 0 T J rr/T� n C 2017 THE BLUELINE GROUP r) Lu ACCESS COVER 2'-4" 2'-411 INSIDE RIM p INSIDE RIM 1'-0" 4'-8Y4" COLLAR """"` OUTSIDE RIM PLAN VIEW STORMFILTER CARTRIDGE PERMANENT., POOL ELEVATION CARTRIDGE SUPPORT FLOW KIT .......... CATCHBASIN FOOT % (TYP. OF 4) 4'-4%" 2'-011 2'-4" SECTION A -A CONCRETE COLLAR AND REBAR TO MEET HS20 IF APPLICABLE BY CONTRACTOR CV � cn z VANED INLET GRATE (SOLID COVER OPTIONAL) OPTIONAL SLOPED LID co ........................................... FILTRATION BAY INLET INLET STUB (OPTIONAL) CLEANOUT ACCESS PLUG ON WEIR WALL The Stormwater Management Storm Fi Iter® THIS PRODUCT MAYBE PROTECTED BY ONE OR MORE OF THE FODUOMNG U.S. PATENTS: 5,322,629; 5,524,576; 5,707,527; 5,985,157; 6,027,639; 6,60.9,048; RELATED FOREIC44 PATENTS, OR OTHER PATENTS PENDING. T. STORMFILTER CATCHBASIN DESIGN NOTES STRUCTURE ID STORMFILTER TREATMENT CAPACITY IS A FUNCTION OF THE CARTRIDGE SELECTION AND THE NUMBER OF CARTRIDGES. 1 CARTRIDGE CATCHBASIN HAS A MAXIMUM OF ONE CARTRIDGE. SYSTEM IS SHOWN WITH A 27" CARTRIDGE, AND IS ALSO AVAILABLE WITH AN 18" CARTRIDGE. STORMFILTER CATCHBASIN CONFIGURATIONS ARE AVAILABLE WITH A DRY INLET BAY FOR VECTOR CONTROL. PEAK HYDRAULIC CAPACITY PER TABLE BELOW. IF THE SITE CONDITIONS EXCEED PEAK HYDRAULIC CAPACITY, AN UPSTREAM BYPASS STRUCTURE IS REQUIRED. CARTRIDGE SELECTION CARTRIDGE HEIGHT 2711 1811 0.011 18" DEEP RECOMMENDED HYDRAULIC DROP (H) 3.05' 2.3' 100 3.3' SPECIFIC FLOW RATE (gpm/sf) 2 gpm/ft2 1 1 gpm/ft2 2 gpm gpm/ft2 RIM ELEVATION 2 gpm gpm/ft2 CARTRIDGE FLOW RATE (gpm) 22.5 11.25 15 >< 7.5 PIPE DATA: 15 >< 7.5 PEAK HYDRAULIC CAPACITY 1.0 1.0 o� 1.8 INLET PERMANENT POOL LEVEL (A) 1'-011 1'-0" 75.80 2'-0" OVERALL STRUCTURE HEIGHT (B) 4'-911 3'-9" CONFIGURATION OUTLET INLET O INLET 4'-911 GENERAL NOTES 1. CONTECH TO PROVIDE ALL MATERIALS UNLESS NOTED OTHERWISE. 2. FOR SITE SPECIFIC DRAWINGS WITH DETAILED STORMFILTER CATCHBASIN STRUCTURE DIMENSIONS AND WEIGHTS, PLEASE CONTACT YOUR CONTECH ENGINEERED SOLUTIONS LLC REPRESENTATIVE. www.contechES.com 3. STORMFILTER CATCHBASIN WATER QUALITY STRUCTURE SHALL BE IN ACCORDANCE WITH ALL DESIGN DATA AND INFORMATION CONTAINED IN THIS DRAWING. 4. INLET SHOULD NOT BE LOWER THAN OUTLET. INLET (IF APPLICABLE) AND OUTLET PIPING TO BE SPECIFIED BY ENGINEER AND PROVIDED BY CONTRACTOR. 5. STORMFILTER CATCHBASIN EQUIPPED WITH 4 INCH (APPROXIMATE) LONG STUBS FOR INLET (IF APPLICABLE) AND OUTLET PIPING. STANDARD OUTLET STUB IS 8 INCHES IN DIAMETER. MAXIMUM OUTLET STUB IS 15 INCHES IN DIAMETER. CONNECTION TO COLLECTION PIPING CAN BE MADE USING FLEXIBLE COUPLING BY CONTRACTOR. 6. STEEL STRUCTURE TO BE MANUFACTURED OF 1/4 INCH STEEL PLATE. CASTINGS SHALL MEET AASHTO M306 LOAD RATING. TO MEET HS20 LOAD RATING ON STRUCTURE, A CONCRETE COLLAR IS REQUIRED. WHEN REQUIRED, CONCRETE COLLAR WITH #4 REINFORCING BARS TO BE PROVIDED BY CONTRACTOR. 7. FILTER CARTRIDGES SHALL BE MEDIA -FILLED, PASSIVE, SIPHON ACTUATED, RADIAL FLOW, AND SELF CLEANING. RADIAL MEDIA DEPTH SHALL BE 7 -INCHES. FILTER MEDIA CONTACT TIME SHALL BE AT LEAST 37 SECONDS. 8. SPECIFIC FLOW RATE IS EQUAL TO THE FILTER TREATMENT CAPACITY (gpm) DIVIDED BY THE FILTER CONTACT SURFACE AREA (sq ft). INSTALLATION NOTES A. ANY SUB -BASE, BACKFILL DEPTH, AND/OR ANTI -FLOTATION PROVISIONS ARE SITE-SPECIFIC DESIGN CONSIDERATIONS AND SHALL BE SPECIFIED BY ENGINEER OF RECORD. B. CONTRACTOR TO PROVIDE EQUIPMENT WITH SUFFICIENT LIFTING AND REACH CAPACITY TO LIFT AND SET THE CATCHBASIN (LIFTING CLUTCHES PROVIDED). C. CONTRACTOR TO TAKE APPROPRIATE MEASURES TO PROTECT CARTRIDGES FROM CONSTRUCTION -RELATED EROSION RUNOFF. FLOATABLES BAFFLE PERMANENT POOL ELEVATION FINISHED GRADE t FILTRATION BAY INLET INLET STUB (OPTIONAL) LIFTING EYE (TYP. OF 4) 21-011 INSIDE 2'-0%211 _ OUTSIDE SECTION B -B OUTLET STUB OUTLET PIPE FROM FLOWKIT CATCHBASIN FOOT (TYP. OF 4) 3 STRUCTURE ID CB 10 WATER QUALITY FLOW RATE (cfs) 0.011 PEAK FLOW RATE (<1 cfs) 0.020 RETURN PERIOD OF PEAK FLOW (yrs) 100 CARTRIDGE FLOW RATE (gpm) 7.5 GPM MEDIA TYPE (CSF, PERLITE, ZPG, GAC, PHS) ZPG RIM ELEVATION 79.13' N O PIPE DATA: i 1. E. DIAMETER INLET STUB o� 76.30 6" OUTLET STUB 75.80 1211 CONFIGURATION OUTLET INLET O INLET OUTLET O INLET INLET �Q SLOPED LID YES\NO SOLID COVER J -1� NOTES/SPECIAL REQUIREMENTS: N O j 0 o� SURVEYED: SCALE: o MITCH EVENS, PLS N DESIGNED: AS NOTED i MATT FEATHERSTO DRAM o Z I SHAWN COOPER ONE INCH N 0 0 �K TIMOTHY H0, PEAT FULL SCALE IF NOT ONE INCH o a NO. REVISION BY DATE AP P R APPROVED: SCALE AccoRaNGLr GEOFF TAMBLE, P C 2017 THE BLUELINE GROUP VERTICAL: NAVE) 1988 HORIZONTAL: NAD 1983/1991 DATUM 1 -CARTRIDGE CATCHBASIN STORMFILTER DATA STRUCTURE ID CB 10 WATER QUALITY FLOW RATE (cfs) 0.011 PEAK FLOW RATE (<1 cfs) 0.020 RETURN PERIOD OF PEAK FLOW (yrs) 100 CARTRIDGE FLOW RATE (gpm) 7.5 GPM MEDIA TYPE (CSF, PERLITE, ZPG, GAC, PHS) ZPG RIM ELEVATION 79.13' PIPE DATA: 1. E. DIAMETER INLET STUB 76.30 6" OUTLET STUB 75.80 1211 CONFIGURATION OUTLET INLET O INLET OUTLET O INLET INLET SLOPED LID YES\NO SOLID COVER YES\NO NOTES/SPECIAL REQUIREMENTS: R-393517 APPROVED FOR CONSTRUCTION SUBJECT TO ERRORS AND OMISSIONS BY: DATE: BY: DATE: BY: DATE: BY: DATE: LANGSTON ALLEY PROJECT ROAD AND UTILITY IMPROVEMENTS STANDARD DETAILS 05/10/17 FIELDBOOK: PAGE: DRAWING NO: RD -08 SHEET: OF. 21 27 X X X O O O I T Q J T n r) W I -- WATER PLAN GENERAL NOTES Standard Plan No. 300 1. ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE CITY OF RENTON PUBLIC WORKS STANDARD SPECIFICATIONS AND SPECIAL PROVISIONS AND WSDOT / APWA STANDARD SPECIFICATIONS, LATEST EDITION AS AMENDED BY THE CITY OF RENTON. A SET OF CITY APPROVED PLANS SHALL BE KEPT AT THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. A PRE -CONSTRUCTION CONFERENCE SHALL BE HELD PRIOR TO THE STARTOF CONSTRUCTION. THE CONTRACTOR AND OR DEVELOPER SHALL BE RESPONSIBLE FOR SECURING ALL NECESSARY PERMITS PRIOR TO CONSTRUCTION. 2. ALL EXISTING UTILITIES SHALL REMAIN IN SERVICE DURING CONSTRUCTION UNLESS OTHERWISE NOTED. THE CONTRACTOR SHALL CALL 14800-424-5555 TO VERIFY UTILITY LOCATIONS BEFORE BEGINNING EXCAVATION. 3. ALL MATERIALS USED FOR THE CONSTRUCTION OF WATER SYSTEM IMPROVEMENTS SHALL BE NEW AND UNDAMAGED, AND "CATALOG CUTS" FOR ALL MATERIALS SHALL BE APPROVED IN WRITING BY THE CITY OF RENTON PRIOR TO BRINGING ANY MATERIALS ON-SITE. 4. ALL WATER MAIN PIPE MATERIALS SHALL BE CEMENT LINED DUCTILE IRON PIPE, THICKNESS CLASS 52 PER AWWA C 151 AND C 104. PIPE JOINTS SHALL BE PUSH -ON OR MECHANICAL JOINT. CAST IRON OR DUCTILE IRON PIPE FITTINGS SHALL BE CLASS 250 AS PER ANSI/AWWA C110/A21.10-82. ALL DUCTILE IRON PIPE AND FITTINGS SHALL BE WRAPPED WITH 8 -MIL BLACK, TUBE -TYPE, POLYETHYLENE PLASTIC PER AWWA C105 STANDARDS. 5. MINIMUM COVER FROM TOP OF WATER MAINS TO FINISHED GRADE SHALL BE 36 INCHES FOR PIPE DIAMETER OF 10aNCH OR LESS AND 48 INCHES FOR PIPE DIAMETER OF 12 -INCH AND LARGER. MAXIMUM COVER FOR ALL WATER MAINS SHALL BE 60 INCHES. ANY DEVIATIONS MUST BE APPROVED BY THE CITY OF RENTON PRIOR TO CONSTRUCTION. WHERE UTILITY CONFLICTS OCCUR, THE PROFILE OF THE WATER MAIN SHALL BE ADJUSTED AS NECESSARY TO CLEAR CONFLICTS AND TO PROVIDE MINIMUM COVER. PIPE DEFLECTION SHALL NOT EXCEED ONE-HALF OF PIPE MANUFACTURER'S SPECIFICATION FOR SUE OF PIPE USED. ALLTRENCH BACKFILL SHALL BE COMPACTED TO 95 PERCENT MAXIMUM DRY DENSITY AS DETERMINED BY THE MODIFIED PROCTOR TEST METHOD (MDD) IN ROADWAYS, ROADWAY SHOULDERS, ROADWAY PRISM AND DRIVEWAYS, AND 85 PERCENT MDD IN UNPAVED AREAS. ALL PIPE ZONE COMPACTION SHALL BE 95 MDD. 6. CONCRETE BLOCKING FOR WATER MAINS SHALL BE DESIGNED, INSTALLED AND POURED IN PLACE IN ACCORDANCE WITH CITY OF RENTON STANDARD DETAILS AND SPECIFICATIONS AND SHALL BE INSTALLED AT ALL VERTICAL AND HORIZONTAL BENDS, FITTINGS AND BASE OF HYDRANTS. MEGA -LUGS (OR SIMILAR PRODUCT) MAYBE REQUIRED ON ALL MECHANICAL JOINTS IN ADDITION TO CONCRETE BLOCKING. 7. ALL NEW WATER MAIN PIPES AND FITTINGS SHALL HAVE A FOAM PIPE PIG RUN THROUGH THEM PRIORTO BEING FLUSHED, DISINFECTED, AND TESTED. CLEANING, PRESSURE AND PURITY TESTING SHALL BE DONE IN THE PRESENCE OF AND UNDER THE SUPERVISION OF A CITY OF RENTON UTILITY INSPECTOR. THE CONTRACTOR SHALL SUPPLY, INSTALL AND REMOVE PLUGS, CORPORATION STOPS, BLOW -OFF ASSEMBLIES, AND THRUST RESTRAINT / BLOCKING FOR TESTING AND PURITY ACCEPTANCE. NO CONNECTION SHALL BE MADE BETWEEN THE NEW MAIN OR BETWEEN THE NEW WET -TAP VALVE TO AN EXISTING MAIN UNTIL THE NEW PIPING HAS BEEN FOAM -PIGGED, DISINFECTED, FLUSHED, AND PASSED BOTH PRESSURE AND PURITY TESTING. S. NEW WATER MAINS INCLUDING SERVICE LATERALS SHALL BE TESTED AT A STATIC PRESSURE OF L50 PSI ABOVE WORKING PRESSURE WITH A MINIMUM OF 225 PSI TEST PRESSURE FOR 120 MINUTES WITH A MAXIMUM OF 5 PSI PRESSURE DROP DURING THE ENTIRE TEST PERIOD. UPON SATISFACTORY COMPLETION OF THE PRESSURE TEST, THE LINE SHALL BE DISINFECTED, FLUSHED, AND THEN WATER SAMPLES SHALL BE TAKEN FOR PURITY TESTING BY THE PUBLIC WORKS INSPECTOR. 9. THE CONTRACTOR SHALL NOTIFY THE CITY OF RENTON WATER UTILITY AND MAINTENANCE DEPARTMENTS AT LEAST SO WORKING DAYS PRIOR TO MAKING CONNECTIONS TO THE EXISTING WATER SYSTEM. THE CONTRACTOR SHALL EXPOSE THE EXISTING WATER MAIN AND FITTINGS AT THE CONNECTION POINT BEFORE ORDERING THE NECESSARY ADAPTORS AND FITTINGS REQUIRED FOR THE FINAL CONNECTION. THE CONTRACTOR SHALL EXCAVATE, REMOVE ALL SURFACE MATERIALS, AND PROVIDE SHORING AND ALL MATERIALS REQUIRED FOR THE CITY OF RENTON TO PERFORM THE CONNECTION TO THE EXISTING WATER SYSTEM. THE CONTRACTOR SHALL PROVIDE AND INSTALL BACKFILL, CONCRETE BLOCKING, AND COMPLETE SURFACE RESTORATION. STD. PLAN - 300.0 s PUBLIC WORKS WATER PLAN GENERAL NOTESDEPARTMENT MARCH 2010 MARKER MARKER 4 TWO LANE ROAD OFFSET MARKER TO INDICATE WHICH SIDE OF STREET HYDRANT IS ON (4" FROM DOTS OR PAINTED LINE) —MARKER FOUR LANE ROAD OFFSET MARKER TO INDICATE WHICH SIDE OF STREET HYDRANT IS ON (4" FROM DOTS OR PAINTED LANE DIVIDER) HYDRANT MARKERS 4' RAISED PAVMENT MARKER TYPE 88 AB STIMSONITE TWO-WAY (BLUE) MARKER t ON SIDE STREETS WHERE THE HYDRANT IS WITHIN 20' OF A MAIN TRAVELED STREET, THE MARKER IS TO BE INSTALLED ON THAT MAIN STREET MARKER U FIVE LANE ROAD OFFSET MARKER TO INDICATE WHICH SIDE OF STREET HYDRANT IS ON (4" FROM DOTS OR PAINTED LANE DIVIDER) PUBLIC WORKS SM. PIAN — 510.3 + � + DEPARTMENT HYDRANT MARKER LAYOUT MARCH 2010 C 2017 THE BLUELINE GROUP EXISTING WATER LINE TESTING DETAIL } tB FT ■ PLAN VIEW 2130AWFL• 13IM4Mol VERTICAL CROSS(MJxFL) FOR POLYPIGGING ONE BLIND FLANGE ON TOP WITH 2'TAP & 2'PLUG ONE BLIND FLANGE ON BOTTOM ONE (MJ) PLUG WITH 2' TAP & 2' TEMPORARY BLOW -OFF TEMPORARY BLOCK CUT -IN (BY CITY FORCES) TEE (FLxFL) W/ CONC. BLOCK 3- GATE VALVES (FLxMJ) 2- SOLID SLEEVES (MJ) OR RD -MAC COUPLINGS I- PLUG (MJ) W/2'TAP & TEMP. BLOW -OFF TEMP. BLOCK EXISTING WATER LINE EXISTING WATER LINE FINAL CONNECTION DETAIL XISTING WATER LINE PUBLIC WORKS CONNECTION TO WATER MAIN STD. PLAN - 900.4 '$ DEPARTMENT CUT IN—LINE TEE & THREE VALVES MARCH 2010 TEMPORARY 2" GALVANIZED PIPE AND 2" GATE VALVE FINISHED GRADE ELEVATION INSTALL 2" PLUG ON TOP BLIND FLANGE AFTER REMOVAL OF POLYPIG 3 FT MIN. COVER (10—INCH DIAMETER AND UNDER) 4 FT MIN. COVER (12—INCH DIAMETER AND OVER) I 4 NEW WATER MAIN POLYPIG , VERTICAL CROSS FOR POLYPIGGING STATION: SIZE OF VERTICAL CROSS SHALL BE THE SAME AS SIZE OF MAIN LINE VERTICAL CROSS (MJ X FL) ONE BLIND FLANGE ON TOP OF CROSS WITH 2' TAP & 2' TEMPORARY BLOW -OFF ASSEMBLY (REMOVE BLOW -OFF ASSEMBLY AND INSTALL 2- PLUG AFTER REMOVAL OF CLEANING 'POLY -PIG") ONE BUND FLANGE ON BOTTOM OF CROSS ONE PLUG (MJ) ON END OF CROSS CONCRETE BLOCKING ALL DEBRIS AND POLYPIGS SHALL BE REMOVED FROM SUMP OF VERTICAL CROSS BEFORE DISINFECTION OF NEW WATER MAIN PUBLIC WORKS POLY PIG STATION FOR CLEANING OF STD. PIAN —900.8 DEPARTMENT WATER MAINS p MARCH 2010 SURVEYED: SCALE, MITCH EVENS, PLS AS NOTED DEIcD MATT FEATHERSTO DRAWN: SHAWN COOPER ONE INCH CHECKED AT FULL SCALE TIMOTHY H0, PE IF NOT ONE INCH NO. REVISION BY DATE AP P RAPPROVED: SCALE ACCORDINGLY GEOFF TAMBLE, P VERnCAL: NAW 1988 HORIZONTAL: NAD 1983/1991 DATUM FIRE HYDRANT SHALL BE COREY --TYPE EQUAL TO IOWA F--5110 OR COMPRESSION TYPE SUCH AS CLOW MEDALLION: M & H 929, MUELLER SUPER CENTURION 200, AND WATEROUS PACER WITH 6' MECHANICAL JOINT INLET WITH LUGS. 5-1/4" MAIN VALVE OPENING. TWO 2 -1/2 - HOSE CONNECTIONS NATIONAL STANDARD THREADS. 4" PUMPER CONNECTION CITY OF SEATTLE THREADS WITH A STORZ ADAPTOR, 4.875" SEATTLE THREAD X 5" STORZ, ATTACHED WITH 1/8" STAINLESS STEEL CABLE. 1-1/4" PENTAGON OPERATING NUT. FIRE HYDRANT TO BE PAINTED WITH TWO COATS OF PAINT. KELLY—MOORE/PRESERVATIVE PAINT No. 5780-563 OTM ACRYLIC GLOSS, SAFETY YELLOW OR APPROVED EQUAL. PUMPER CONNECTION TO FACE ROADWAY OR AS DIRECTED BY RENTON FIRE DEPARTMENT. FIRE HYDRANT EXTENSION TO BE USED IF REQUIRED. MIN. 18" TO 20" BEHIND BACK OF CURB OR 12" BEHIND BACK OF SIDEWALK THAT IS ADJACENT TO CURB \ I 4.875" x 5" STORZ \ 5'x5'x6" THICK CONCRETE PAD AR HYDRANT. FINISH TO MATCH SIDE vv EXPANSION JOINT AT BACK OF SIDEWALK CONCRETE SIDEWALK '�_OR PLANTING STRIP 36" MIN COVER 3' AFTER ALL TESTING, CLEANING BY POLYPIG, AND DISINFECTION, REMOVE TEMP. BLOCK &BLOW -OFF & CONNECT OUND WITH SLEEVE (MJ) & D.I. SPOOLS WALK. FINAL CONNECTION BY CITY FORCES XISTING WATER LINE PUBLIC WORKS CONNECTION TO WATER MAIN STD. PLAN - 900.4 '$ DEPARTMENT CUT IN—LINE TEE & THREE VALVES MARCH 2010 TEMPORARY 2" GALVANIZED PIPE AND 2" GATE VALVE FINISHED GRADE ELEVATION INSTALL 2" PLUG ON TOP BLIND FLANGE AFTER REMOVAL OF POLYPIG 3 FT MIN. COVER (10—INCH DIAMETER AND UNDER) 4 FT MIN. COVER (12—INCH DIAMETER AND OVER) I 4 NEW WATER MAIN POLYPIG , VERTICAL CROSS FOR POLYPIGGING STATION: SIZE OF VERTICAL CROSS SHALL BE THE SAME AS SIZE OF MAIN LINE VERTICAL CROSS (MJ X FL) ONE BLIND FLANGE ON TOP OF CROSS WITH 2' TAP & 2' TEMPORARY BLOW -OFF ASSEMBLY (REMOVE BLOW -OFF ASSEMBLY AND INSTALL 2- PLUG AFTER REMOVAL OF CLEANING 'POLY -PIG") ONE BUND FLANGE ON BOTTOM OF CROSS ONE PLUG (MJ) ON END OF CROSS CONCRETE BLOCKING ALL DEBRIS AND POLYPIGS SHALL BE REMOVED FROM SUMP OF VERTICAL CROSS BEFORE DISINFECTION OF NEW WATER MAIN PUBLIC WORKS POLY PIG STATION FOR CLEANING OF STD. PIAN —900.8 DEPARTMENT WATER MAINS p MARCH 2010 SURVEYED: SCALE, MITCH EVENS, PLS AS NOTED DEIcD MATT FEATHERSTO DRAWN: SHAWN COOPER ONE INCH CHECKED AT FULL SCALE TIMOTHY H0, PE IF NOT ONE INCH NO. REVISION BY DATE AP P RAPPROVED: SCALE ACCORDINGLY GEOFF TAMBLE, P VERnCAL: NAW 1988 HORIZONTAL: NAD 1983/1991 DATUM FIRE HYDRANT SHALL BE COREY --TYPE EQUAL TO IOWA F--5110 OR COMPRESSION TYPE SUCH AS CLOW MEDALLION: M & H 929, MUELLER SUPER CENTURION 200, AND WATEROUS PACER WITH 6' MECHANICAL JOINT INLET WITH LUGS. 5-1/4" MAIN VALVE OPENING. TWO 2 -1/2 - HOSE CONNECTIONS NATIONAL STANDARD THREADS. 4" PUMPER CONNECTION CITY OF SEATTLE THREADS WITH A STORZ ADAPTOR, 4.875" SEATTLE THREAD X 5" STORZ, ATTACHED WITH 1/8" STAINLESS STEEL CABLE. 1-1/4" PENTAGON OPERATING NUT. FIRE HYDRANT TO BE PAINTED WITH TWO COATS OF PAINT. KELLY—MOORE/PRESERVATIVE PAINT No. 5780-563 OTM ACRYLIC GLOSS, SAFETY YELLOW OR APPROVED EQUAL. PUMPER CONNECTION TO FACE ROADWAY OR AS DIRECTED BY RENTON FIRE DEPARTMENT. FIRE HYDRANT EXTENSION TO BE USED IF REQUIRED. MIN. 18" TO 20" BEHIND BACK OF CURB OR 12" BEHIND BACK OF SIDEWALK THAT IS ADJACENT TO CURB \ I 4.875" x 5" STORZ \ 5'x5'x6" THICK CONCRETE PAD AR HYDRANT. FINISH TO MATCH SIDE vv EXPANSION JOINT AT BACK OF SIDEWALK CONCRETE SIDEWALK '�_OR PLANTING STRIP 36" MIN COVER TWO—PIECE CAST IRON VALVE BOX WITH LUG TYPE COVER. EQUAL TO OLYMPIC FOUNDRY CO. STANDARD 8" TOP SECTION WITH REGULAR BASE SECTION LENGTH TO FIT, VALVE NUT EXTENSION AS REQUIRED. RAISED PAVEMENT MARKER TYPE 88—A STIMSONITE TWO—WAY BLUE REFLECTIVE CONCRETE BLOCKING CONCRETE; .w Sr to u.:� THRUST BLOCK .a:.t'- ? MAIN LINE TEE. WITH 6" FLANGE SIDE OUTLET. 6" GATE VALVE (FL X MJ) AWWA C-509, RESILIENT SEAT 6" DUCTILE IRON PIPE, CLASS 52 CEMENT LINED, LENGTH TO FIT 2-3/4" COR—TEN STEEL TIE RODS. 16" x 8" x 4" MININUM 1/2 YARD OF 1-1/4" WASHED DRAIN ROCK CONCRETE BEARING 1' ABOVE BOOT FLANGE. PLACE 8 MIL BLOCK UNDER HYDRANT POLYETHYLENE FILM AROUND TOP AND SIDES OF GRAVEL. FIRE HYDRANT ASSEMBLY LEVEL ALL GROUND LEVEL ALL GROUND MIN 3' RADIUS MIN 3' RADIUS 1 ONE MAN ROCK ,—\ 1 1 '6" CONCRETE PAD • 6" CONCRETE PAD CUT FILL HYDRANT LOCATION IN CUT OR FILL — PUBLIC WORKS FIRE HYDRANT ASSEMBLY SID. PIAN 910.1 DEPARTMENT MARCH 2010 X-3935XX APPROVED FOR CONSTRUCTION SUBJECT TO ERRORS AND OMISSIONS LANGSTON ALLEY PROJECT ROAD AND UTILITY IMPROVEMENTS STANDARD DETAILS DATE: DATE: DATE: DATE: 05/10/17 PAGE DRAWING NO: WD -01 SHEET, OF, 22 27 x x x 0 0 ^c:) 1 T 3' OUND WALK. 2" TWO—PIECE CAST IRON VALVE BOX WITH LUG TYPE COVER. EQUAL TO OLYMPIC FOUNDRY CO. STANDARD 8" TOP SECTION WITH REGULAR BASE SECTION LENGTH TO FIT, VALVE NUT EXTENSION AS REQUIRED. RAISED PAVEMENT MARKER TYPE 88—A STIMSONITE TWO—WAY BLUE REFLECTIVE CONCRETE BLOCKING CONCRETE; .w Sr to u.:� THRUST BLOCK .a:.t'- ? MAIN LINE TEE. WITH 6" FLANGE SIDE OUTLET. 6" GATE VALVE (FL X MJ) AWWA C-509, RESILIENT SEAT 6" DUCTILE IRON PIPE, CLASS 52 CEMENT LINED, LENGTH TO FIT 2-3/4" COR—TEN STEEL TIE RODS. 16" x 8" x 4" MININUM 1/2 YARD OF 1-1/4" WASHED DRAIN ROCK CONCRETE BEARING 1' ABOVE BOOT FLANGE. PLACE 8 MIL BLOCK UNDER HYDRANT POLYETHYLENE FILM AROUND TOP AND SIDES OF GRAVEL. FIRE HYDRANT ASSEMBLY LEVEL ALL GROUND LEVEL ALL GROUND MIN 3' RADIUS MIN 3' RADIUS 1 ONE MAN ROCK ,—\ 1 1 '6" CONCRETE PAD • 6" CONCRETE PAD CUT FILL HYDRANT LOCATION IN CUT OR FILL — PUBLIC WORKS FIRE HYDRANT ASSEMBLY SID. PIAN 910.1 DEPARTMENT MARCH 2010 X-3935XX APPROVED FOR CONSTRUCTION SUBJECT TO ERRORS AND OMISSIONS LANGSTON ALLEY PROJECT ROAD AND UTILITY IMPROVEMENTS STANDARD DETAILS DATE: DATE: DATE: DATE: 05/10/17 PAGE DRAWING NO: WD -01 SHEET, OF, 22 27 x x x 0 0 ^c:) 1 T 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. MSCBC-1324-R WITH READER LID AND 2" DRILLED HOLE FOR TOUCHREAD PIT LID (SEE DETAIL A -A) 36" MIN COVER NEW DUCTILE IRON WATERMAIN 9" MIN. 12" MAX FINISH GRADE N0O 22-1/2' IF SERVICE LINE TO HOUSE IS 3/4" OR 1" TO BE INSTALLED IN THE FUTURE GALVANIZED INSTALL FORD C14-33 OR 44 FIPT PLUG x COMPRESSION COUPLING / L LOOP DOWN CENTERLINE OF 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: 21-215WCQQ33, OR MUELLER: 3/4-B-2470-2 WITH ANGLE BALL VALVE ON INLET AND SINGLE CHECK VALVE ON OUTLET CORPORATION STOP WITH BALL VALVE. FORD COPPERSETTER FOR 1" METER: FORD VBH72-15W-44-44G, OR TAPERED THREAD (CC). QUICK JOINT McDONALO BRASS: 21-415WC0044, OR MUELLER: 1-B-2470-2 (3/4" FB1000-3-Q) OR AY MCDONALD 47018 BOTH INLET AND OUTLET WITH QUICK JOINT. PADLOCK WINGS ON (1" FB1000-4-Q) OR AY MCDONALD 47018 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 BE INSTALLED ON BOTH SIDES OF METER 80X. A- DRILL 2" DIA. HOLE FOR AMR (AUTOMATIC METER READ) TOUCHREAD DEVICE L _ 2-1/2" MIN. FROM NEAREST AND FRONT EDGE OF PIT LID TYPICAL RIB NOTE: THE CENTER OF THE HOLE MUST BE AT LEAST 1" FROM UNDERNEATH RIBS UNLESS THE RIB SPACING ALLOWS THE NUT TO TIGHTEN AGAINST THE OPEN SIDE OF MORE THAN ONE RIB. Gtiz ° PUBLIC WORKS 3/4" AND 1" WATER SERVICE STD. PIAN - 520.1 + � + DEPARTMENT NOVEMBER 2009 WATER MAIN 2" CLOSE NIPPLE 2" 90' ELBOW--- CONCRETE LBOWCONCRETE BLOCKING TWO PIECE CAST IRON VALVE EQUAL TO OLYMPIC FOUNDRY CO. STANDARD 8" TOP SECTION, WITH REGULAR BASE SECTION LENGTH TO FIT. Imm 2" RESILIENT SEATED SIM GATE VALVE, SCREWED 2" GALVANIZED \ PIPE 12" LONG 2" CLOSE NIPPLE BETWEEN CAP OR PLUG _�$ AND 2" 90' ELBOW IF ADDITIONAL ADJUSTMENT IS REQUIRED, INSTALL 2-2" CLOSE NIPPLE AND 2-2" 90' BEND, SCREWED AT THIS POINT. FIELD LOCATE PLASTIC METER BOX IN PLANTER OR CAST IRON BOX IN PAVED OR CONCRETE AREAS. 2" CLOSE NIPPLE 2" 90' ELBOW 2" GALVANIZED PIPE AS REQUIRED PLAN VALVE NUT EXTENSION AS REQUIRED (SEE DWG BR46 / PAGE B090) GROUND LINE CONCRETE SIDEWALK 6" MAX. INSTALL 4 MIL POLYETHYLENE 18" MAX. PLASTIC COVER OVER WASHED GRAVEL. CUT HOLE FOR PIPE o , �a°�a�°o ° ° ° ° 10 CU. FT. WASHED GRAVEL PASSING 1-1/2" AND RETAINED ON 1/4" MESH FOR DRAIN ELEVATION 2 1/2" NST (HOSE) AND 2 1/2" FNST CAP WITH GASKET 2"x2%2" TEE AND 2" CAP 2" CLOSE NIPPLE BEWTEEN TEE AND 90' ELBOW. 2" 90' ELBOW 'S Y STD. PIAN - 540.1 + + PUBLIC WORKS 2" BLOW -OFF ` DEPARTMENT PERMANENT ASSEMBLY MARCH 2010 NTO� C 2017 THE BLUELINE GROUP 12' M: 18' ME SEE A A PLAN VIEW !A WATER SECTION A -A VALVE BOX LID WITH EARS IN DIRECTION OF WATER MAIN AND WORD "WATER" CAST INTO IT CONCRETE COLLAR FOR LVES IN PAVED AREAS DIECE CAST IRON VALVE X, RICH -SEATTLE TYPE OLYMPIC FOUNDRY VALVE OPERATING NUT EXTENSION VALVE OPERATION NUT EXTENSION NOTE: EXTENSIONS ARE REQUIRED WHEN VALVE NUT IS MORE THAN THREE (3) FEET BELOW FINISHED GRADE. EXTENSIONS ARE TO BE A MINIMUM OF ONE (1) FOOT LONG. ONLY ONE EXTENSION TO BE USED PER VALVE. NOTE: ALL EXTENSIONS ARE TO BE MADE OF STEEL, SIZED AS NOTED, AND PAINTED WITH TWO COATS OF METAL PAINT. VALVE MARKER NOTES: VALVE MARKERS SHALL BE EQUAL TO CARSONITE UTILITY MARKER VALVE MARKER POST TO BE USED FOR ALL MAIN LINE VALVES OUTSIDE PAVED AREAS 2" SQUARE �j OPERATING NUT 4-1/4" DIA. 1/8" MIN. THICKNESS 1" STEEL LENGTH AS REQUIRED 1/8" MIN. THICKNESS 2-1/4" INSIDE MEASUREMENT 2-1/4" DEPTH 38" 62" III--iil 24' VALVE MARKER POST WHITE P s� + PUBLIC WORKS VALVE BOX, MARKER & OPERATING STD. PIAN -550.1 DEPARTMENT NUT EXTENSION MARCH 2010 ---- EEX 0J CAP 4. _\ . Ell 22-1/2° BEND TEE 45" BEND 90' BEND THRUST BLOCK BEARING AREA IN SQUARE FEET (SEE NOTES) FOR HORIZONTAL AND DOWNWARD VERTICAL BENDS FIRM SILT OR SOIL FIRM SILTY SAND COMPACT SAND COMPACT SAND & GRAVEL 90' 45' BEND 11 1/4' 90' 45' BEND 11 1/4' 90' 45' BEND 11 1/4' FITTING BEND TEE CAP OR PLUG & 22 1/2' BEND TEE CAP OR PLUG & 22 1/2' BEND TEE CAP OR PLUG & 22 1/2' BEND BEND BEND 4" 7.0 4.2 4.2 1.7 2.9 2.1 2.1 1.0 2.2 1.6 1.6 1.0 613.3 9.4 9.4 3.8 6.7 4.7 4.7 1.9 5.0 3.5 3.5 1.4 8" 23.3 16.7 16.7 6.7 11.7 8.4 8.4 3.4 8.8 6.3 6.3 2.5 12" 53.0 37.5 37.5 15.0 26.5 18.8 18.8 7.5 20.0 14.0 14.0 5.6 AREAS CALCULATED ON 300 PSI TEST PRESSURE. 3'-0" MIN. COVER FOR WATERMAIN LESS THAN 12". 4'-0" MIN, COVER FOR WATERMAIN 12" OR GREATER. MAX. HEIGHT OF THRUST BLOCK (FT) = 0.5 K DEPTH OF TRENCH MIN. HEIGHT OF THRUST BLOCK (FT) O.D. PIPE + 1.0' NOTES: iRUS7 BLOCK BE PEA REFERS TO WE OF BLOCK M IN SQUARE FEET 1. LOCATION AND SIZE OF BLOCKING FOR PIPE LARGER THAN 12"DIAMETER AND FOR SOIL TYPES DIFFERENT THAN SHOWN SHALL BE DETERMINED BY THE ENGINEER. 2. ALL BLOCKING SHALL BE POURED IN PLACE AGAINST UNDISTURBED NATIVE GROUND. 3. ALL POURED THRUST BLOCKS SHALL BE BACKFILLED AFTER MIN, 1 DAY. PRESSURE TESTING SHALL OCCUR AFTER CONCRETE HAS REACHED NOMINAL COMPRESSIVE STRENGTH. 4. ALL BLOCKING SHALL BE CONCRETE CL 5 (1-1/2'). 5. BLOCKING AGAINST FITTINGS SHALL BEAR AGAINST THE GREATEST FITTING SURFACE AREA POSSIBLE, BUT SHALL NOT COVER OR ENCLOSE BELL ENDS, JOINT BOLTS OR GLANDS REASONABLE ACCESS TO BOLTS AND GLANDS SHALL BE PROVIDED. CONCRETE BLOCKING FOR STD. PLAN - 530.2 + + PUBLIC WORKS HORIZONTAL AND DOWNWARD ANT DEPARTMENT VERTICAL BENDS MARCH 2010 SURVEYED: SCALE MITCH EVENS, PLS AS NOTED IATT FENMERSTO SHAWN COOPER ONE INCH CHECKED AT FULL SCALE TIMOTHY H0, PE IF NOT ONE INCH NO. REVISION BY DATE AP P R Al"OvID:: SCALE ACDRDINGLY GEOFF TAMBLE, P HCRIZ NTAL: W1D 1903/1901 DATUM SHACKLE RODS c^o . ,. T`ePE A BLO coING � oma" �c PUBLIC WORKS DEPARTMENT 51/0//7 BY: BY: BY: BY: I, S TYPE B CONCRETE BLOCKING FOR VERTICAL FITTINGS STD. PIAN - 550.5 MARCH 2010 X-3935XX APPROVED FOR CONSTRUCTION SUBJECT TO ERRORS AND OMISSIONS LANGSTON ALLEY PROJECT ROAD AND UTILITY IMPROVEMENTS STANDARD DETAILS DATE: DATE: DATE: DATE: 05/10/17 PAGE: DRAWING NO: WD -02 SHEET: OF: 23 27 X X X 0 T Q D J CIS PRIVATE PIPING PIPING JI IN UNIMPROVED RIGHT OF J I f WAY INSTALL METER BOX AT PROPERTY LINE WITH 12" >-' w LONG COPPER TAILPIECE. w a I SIDEWALK a I TOUCHREAD WATER METER TO BE 12"IF' SUPPLIED BY THE a w CIN TYPE "K" SOFT M > -,o i COPPER TUBING `�'°0 IF SERVICE LINE TO HOUSE IS 3/4" OR 1" TO BE INSTALLED IN THE FUTURE GALVANIZED INSTALL FORD C14-33 OR 44 FIPT PLUG x COMPRESSION COUPLING / L LOOP DOWN CENTERLINE OF 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: 21-215WCQQ33, OR MUELLER: 3/4-B-2470-2 WITH ANGLE BALL VALVE ON INLET AND SINGLE CHECK VALVE ON OUTLET CORPORATION STOP WITH BALL VALVE. FORD COPPERSETTER FOR 1" METER: FORD VBH72-15W-44-44G, OR TAPERED THREAD (CC). QUICK JOINT McDONALO BRASS: 21-415WC0044, OR MUELLER: 1-B-2470-2 (3/4" FB1000-3-Q) OR AY MCDONALD 47018 BOTH INLET AND OUTLET WITH QUICK JOINT. PADLOCK WINGS ON (1" FB1000-4-Q) OR AY MCDONALD 47018 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 BE INSTALLED ON BOTH SIDES OF METER 80X. A- DRILL 2" DIA. HOLE FOR AMR (AUTOMATIC METER READ) TOUCHREAD DEVICE L _ 2-1/2" MIN. FROM NEAREST AND FRONT EDGE OF PIT LID TYPICAL RIB NOTE: THE CENTER OF THE HOLE MUST BE AT LEAST 1" FROM UNDERNEATH RIBS UNLESS THE RIB SPACING ALLOWS THE NUT TO TIGHTEN AGAINST THE OPEN SIDE OF MORE THAN ONE RIB. Gtiz ° PUBLIC WORKS 3/4" AND 1" WATER SERVICE STD. PIAN - 520.1 + � + DEPARTMENT NOVEMBER 2009 WATER MAIN 2" CLOSE NIPPLE 2" 90' ELBOW--- CONCRETE LBOWCONCRETE BLOCKING TWO PIECE CAST IRON VALVE EQUAL TO OLYMPIC FOUNDRY CO. STANDARD 8" TOP SECTION, WITH REGULAR BASE SECTION LENGTH TO FIT. Imm 2" RESILIENT SEATED SIM GATE VALVE, SCREWED 2" GALVANIZED \ PIPE 12" LONG 2" CLOSE NIPPLE BETWEEN CAP OR PLUG _�$ AND 2" 90' ELBOW IF ADDITIONAL ADJUSTMENT IS REQUIRED, INSTALL 2-2" CLOSE NIPPLE AND 2-2" 90' BEND, SCREWED AT THIS POINT. FIELD LOCATE PLASTIC METER BOX IN PLANTER OR CAST IRON BOX IN PAVED OR CONCRETE AREAS. 2" CLOSE NIPPLE 2" 90' ELBOW 2" GALVANIZED PIPE AS REQUIRED PLAN VALVE NUT EXTENSION AS REQUIRED (SEE DWG BR46 / PAGE B090) GROUND LINE CONCRETE SIDEWALK 6" MAX. INSTALL 4 MIL POLYETHYLENE 18" MAX. PLASTIC COVER OVER WASHED GRAVEL. CUT HOLE FOR PIPE o , �a°�a�°o ° ° ° ° 10 CU. FT. WASHED GRAVEL PASSING 1-1/2" AND RETAINED ON 1/4" MESH FOR DRAIN ELEVATION 2 1/2" NST (HOSE) AND 2 1/2" FNST CAP WITH GASKET 2"x2%2" TEE AND 2" CAP 2" CLOSE NIPPLE BEWTEEN TEE AND 90' ELBOW. 2" 90' ELBOW 'S Y STD. PIAN - 540.1 + + PUBLIC WORKS 2" BLOW -OFF ` DEPARTMENT PERMANENT ASSEMBLY MARCH 2010 NTO� C 2017 THE BLUELINE GROUP 12' M: 18' ME SEE A A PLAN VIEW !A WATER SECTION A -A VALVE BOX LID WITH EARS IN DIRECTION OF WATER MAIN AND WORD "WATER" CAST INTO IT CONCRETE COLLAR FOR LVES IN PAVED AREAS DIECE CAST IRON VALVE X, RICH -SEATTLE TYPE OLYMPIC FOUNDRY VALVE OPERATING NUT EXTENSION VALVE OPERATION NUT EXTENSION NOTE: EXTENSIONS ARE REQUIRED WHEN VALVE NUT IS MORE THAN THREE (3) FEET BELOW FINISHED GRADE. EXTENSIONS ARE TO BE A MINIMUM OF ONE (1) FOOT LONG. ONLY ONE EXTENSION TO BE USED PER VALVE. NOTE: ALL EXTENSIONS ARE TO BE MADE OF STEEL, SIZED AS NOTED, AND PAINTED WITH TWO COATS OF METAL PAINT. VALVE MARKER NOTES: VALVE MARKERS SHALL BE EQUAL TO CARSONITE UTILITY MARKER VALVE MARKER POST TO BE USED FOR ALL MAIN LINE VALVES OUTSIDE PAVED AREAS 2" SQUARE �j OPERATING NUT 4-1/4" DIA. 1/8" MIN. THICKNESS 1" STEEL LENGTH AS REQUIRED 1/8" MIN. THICKNESS 2-1/4" INSIDE MEASUREMENT 2-1/4" DEPTH 38" 62" III--iil 24' VALVE MARKER POST WHITE P s� + PUBLIC WORKS VALVE BOX, MARKER & OPERATING STD. PIAN -550.1 DEPARTMENT NUT EXTENSION MARCH 2010 ---- EEX 0J CAP 4. _\ . Ell 22-1/2° BEND TEE 45" BEND 90' BEND THRUST BLOCK BEARING AREA IN SQUARE FEET (SEE NOTES) FOR HORIZONTAL AND DOWNWARD VERTICAL BENDS FIRM SILT OR SOIL FIRM SILTY SAND COMPACT SAND COMPACT SAND & GRAVEL 90' 45' BEND 11 1/4' 90' 45' BEND 11 1/4' 90' 45' BEND 11 1/4' FITTING BEND TEE CAP OR PLUG & 22 1/2' BEND TEE CAP OR PLUG & 22 1/2' BEND TEE CAP OR PLUG & 22 1/2' BEND BEND BEND 4" 7.0 4.2 4.2 1.7 2.9 2.1 2.1 1.0 2.2 1.6 1.6 1.0 613.3 9.4 9.4 3.8 6.7 4.7 4.7 1.9 5.0 3.5 3.5 1.4 8" 23.3 16.7 16.7 6.7 11.7 8.4 8.4 3.4 8.8 6.3 6.3 2.5 12" 53.0 37.5 37.5 15.0 26.5 18.8 18.8 7.5 20.0 14.0 14.0 5.6 AREAS CALCULATED ON 300 PSI TEST PRESSURE. 3'-0" MIN. COVER FOR WATERMAIN LESS THAN 12". 4'-0" MIN, COVER FOR WATERMAIN 12" OR GREATER. MAX. HEIGHT OF THRUST BLOCK (FT) = 0.5 K DEPTH OF TRENCH MIN. HEIGHT OF THRUST BLOCK (FT) O.D. PIPE + 1.0' NOTES: iRUS7 BLOCK BE PEA REFERS TO WE OF BLOCK M IN SQUARE FEET 1. LOCATION AND SIZE OF BLOCKING FOR PIPE LARGER THAN 12"DIAMETER AND FOR SOIL TYPES DIFFERENT THAN SHOWN SHALL BE DETERMINED BY THE ENGINEER. 2. ALL BLOCKING SHALL BE POURED IN PLACE AGAINST UNDISTURBED NATIVE GROUND. 3. ALL POURED THRUST BLOCKS SHALL BE BACKFILLED AFTER MIN, 1 DAY. PRESSURE TESTING SHALL OCCUR AFTER CONCRETE HAS REACHED NOMINAL COMPRESSIVE STRENGTH. 4. ALL BLOCKING SHALL BE CONCRETE CL 5 (1-1/2'). 5. BLOCKING AGAINST FITTINGS SHALL BEAR AGAINST THE GREATEST FITTING SURFACE AREA POSSIBLE, BUT SHALL NOT COVER OR ENCLOSE BELL ENDS, JOINT BOLTS OR GLANDS REASONABLE ACCESS TO BOLTS AND GLANDS SHALL BE PROVIDED. CONCRETE BLOCKING FOR STD. PLAN - 530.2 + + PUBLIC WORKS HORIZONTAL AND DOWNWARD ANT DEPARTMENT VERTICAL BENDS MARCH 2010 SURVEYED: SCALE MITCH EVENS, PLS AS NOTED IATT FENMERSTO SHAWN COOPER ONE INCH CHECKED AT FULL SCALE TIMOTHY H0, PE IF NOT ONE INCH NO. REVISION BY DATE AP P R Al"OvID:: SCALE ACDRDINGLY GEOFF TAMBLE, P HCRIZ NTAL: W1D 1903/1901 DATUM SHACKLE RODS c^o . ,. T`ePE A BLO coING � oma" �c PUBLIC WORKS DEPARTMENT 51/0//7 BY: BY: BY: BY: I, S TYPE B CONCRETE BLOCKING FOR VERTICAL FITTINGS STD. PIAN - 550.5 MARCH 2010 X-3935XX APPROVED FOR CONSTRUCTION SUBJECT TO ERRORS AND OMISSIONS LANGSTON ALLEY PROJECT ROAD AND UTILITY IMPROVEMENTS STANDARD DETAILS DATE: DATE: DATE: DATE: 05/10/17 PAGE: DRAWING NO: WD -02 SHEET: OF: 23 27 X X X 0 T Q D J 7' MANHOLE FRAME AND COVER SEE STD. PLAN 401 ADJUSTMENT RINGS (2" MIN.) SEE NOTE 6 MORTAR JOINT(S) (3/8" MIN.) SEE NOTE 5 CONE (ECCENTRIC) RUBBER GASKETED JOINTS IN ACCORDANCE WITH ASTM C-443 STEPS - POLYPROPYLENE STEPS SHALL BE INCLUDED CONCRETE RISER BY PIPE INC., OR APPROVED EQUAL. LADDER -POLYPROPYLENE SHALL BE ATTACHED TO MANHOLE MAX. PIPE SIZE - 'E' CONCRETE SHELF PRECAST BASE SECTION OR CAST IN SHELF. NOTES: 1. STEPS TO BE POLYPROPYLENE SAFETY STEPS. 2. STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS ARE INSTALLED. 3. CASTING SHALL BE PER STD. PLAN 401. 4. MANHOLE SECTIONS TO BE OF REINFORCED PRECAST CONCRETE. 5. ALL JOINTS BETWEEN THE CONE, RISER RINGS, BRICKS AND CASTING SHALL BE GROUTED. 6. ADJUSTMENT OF THE CASTING TO GRADE SHALL BE ACCOMPLISHED WITH A COMBINATION OF ADJUSTMENT RINGS, BRICKS AND MORTAR ONLY. BRICKS SHALL BE STAGGERED TO CREATE A RUNNING BOND OR 1/2 BOND. THE USE OF SHIMS IS PROHIBITED. 7. SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR SURFACES, INCLUDING CHANNELING, COATED (SEALED) WITH A HIGH SOLIDS URETHANE COATING; WASSER MC-AROSHIELD OR APPROVED EQUAL; COLOR OF COATING SHALL BE WHITE. 8. RUBBER GASKETED JOINTS SHALL BE IN CONFORMANCE WITH ASTM C-443. 9. CHANNEL HEIGHT SHALL BE A MINIMUM OF 3/4 OF THE INSIDE DIAMETER OF THE LARGEST PIPE. 10. CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK ADAPTOR, KOR-N-SEAL BOOTS OR APPROVED EQUAL. 11. IN UNIMPROVED AREAS, MANHOLES SHALL EXTEND A MINIMUM OF 6" AND A MAXIMUM OF 12" ABOVE FINISHED GRADE OR MUST HAVE A MINIMUM 2' DIAMETER CONCRETE RINGS POURED AT GRADE. IN PAVED AREAS, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING. ���Y o STD. PLAN - 400.1 + �� PUBLIC WORKS STANDARD SANITARY MANHOLE ANT®� DEPARTMENT SEPTEMBER 2011 C 2017 THE BLUELINE GROUP ADJUSTMENT RINGS (2" MIN.) SEE NOTE 6 MORTAR JOINT(S): (3/8" MIN,; SEE NOTE 5 MANHOLE FRAME AND COVER PER DRAWING 401. 61 NOT TO SCALE A'B' C y . U3 'C' D' 'E' 48" MH 48" 6" MIN. 5"MIN 24" MIN. 21" I.D. 54" MH 54" 1 8" MIN. 5.5" MIN. 24" MIN. 1 24" I.D. 60" MH 60" 1 8" MIN. 1 6" MIN. 1 42" MIN. 1 30" I.D. NOTES: 1. STEPS TO BE POLYPROPYLENE SAFETY STEPS. 2. STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS ARE INSTALLED. 3. CASTING SHALL BE PER STD. PLAN 401. 4. MANHOLE SECTIONS TO BE OF REINFORCED PRECAST CONCRETE. 5. ALL JOINTS BETWEEN THE CONE, RISER RINGS, BRICKS AND CASTING SHALL BE GROUTED. 6. ADJUSTMENT OF THE CASTING TO GRADE SHALL BE ACCOMPLISHED WITH A COMBINATION OF ADJUSTMENT RINGS, BRICKS AND MORTAR ONLY. BRICKS SHALL BE STAGGERED TO CREATE A RUNNING BOND OR 1/2 BOND. THE USE OF SHIMS IS PROHIBITED. 7. SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR SURFACES, INCLUDING CHANNELING, COATED (SEALED) WITH A HIGH SOLIDS URETHANE COATING; WASSER MC-AROSHIELD OR APPROVED EQUAL; COLOR OF COATING SHALL BE WHITE. 8. RUBBER GASKETED JOINTS SHALL BE IN CONFORMANCE WITH ASTM C-443. 9. CHANNEL HEIGHT SHALL BE A MINIMUM OF 3/4 OF THE INSIDE DIAMETER OF THE LARGEST PIPE. 10. CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK ADAPTOR, KOR-N-SEAL BOOTS OR APPROVED EQUAL. 11. IN UNIMPROVED AREAS, MANHOLES SHALL EXTEND A MINIMUM OF 6" AND A MAXIMUM OF 12" ABOVE FINISHED GRADE OR MUST HAVE A MINIMUM 2' DIAMETER CONCRETE RINGS POURED AT GRADE. IN PAVED AREAS, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING. ���Y o STD. PLAN - 400.1 + �� PUBLIC WORKS STANDARD SANITARY MANHOLE ANT®� DEPARTMENT SEPTEMBER 2011 C 2017 THE BLUELINE GROUP ADJUSTMENT RINGS (2" MIN.) SEE NOTE 6 MORTAR JOINT(S): (3/8" MIN,; SEE NOTE 5 MANHOLE FRAME AND COVER PER DRAWING 401. 61 MIN, TO i2" MAX. NOTES: 1. STEPS TO BE POLYPROPYLENE SAFETY STEPS. 2. STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS ARE INSTALLED. 3. CASTING SHALL BE PER STD. PLAN 401. 4., MANHOLE SECTIONS TO BE OF REINFORCED PRECAST CONCRETE, 5. ALL JOINTS BETWEEN THE CONE, RISER RINGS, .BRICKS AND CASTING SHALL BE <GROUTED. 6. ADJUSTMENT OF THE CASTING TO GRADE SHALL BE ACCOMPLISHED WITH A COMBINATION OF ADJUSTMENT RINGS, BRICKS AND MORTAR ONLY. BRICKS SHALL BE STAGGERED TO CREATE A RUNNING' BOND OR 1/2 'BOND. THE USE OF SHIMS IS PROHIBITED:. 7• SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR' SURFACES, INCLUDING CHANNELING, COATED ;(SEALED) WITH A HIGH SOLIDS URETHANE COATING; WAS SER MC-AROSHIELD OR APPROVED EQUAL; COLOR OF COATING SHALL BE WHITE: B. RUBBER GASKETED JOINTS SHALL BE IN CONFORMANCE WITH ASTM C-443. 9. CHANNEL. HEIGHT 'SHALL BE A MINIMUM OF 3/4 111E IN DIAMETER OF INE LARGEST PIPE, 10. CONNECTIONS TO MANHOLE SHALL BE MADE USING GPIK ADAPTOR, KOR-N-SEAL BOOTS OR APPROVED EQUAL:. 11. IN UNIMPROVED AREAS, MANHOLES SHALL EXTEND A MINIMUM. OF 6" AND A MAXIMUM: OF 12" ABOVE FINISHED GRADE OR MUST HAVE A MINIMUM 2' DIAMETER CONCRETE' RINGS POURED AT GRADE. IN PAVED AREAS, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAYING. PUBLIC WORKS SANITARY MANHOLE DEPARTMENT SHALLOW NO. I REVISION STD. PLAN - 400.2 SEPTEMBER 2011 AREA SEAS. 'WTH AR 400D OR APPROVED -"' EQUAL AND € RY SAND AFTER Pl AN PAT04140 NTS MORTAR JOatiTM (3/8" M N) 5EE NOTE ,3 AND S` MAL PROVISON 7-05.3;1 j. ADJUSTMENT RING (1. M tt.) OR BRICKS. SEE. NOTE 4, EEC IIQN A-" NATES r sem: ►. �a .9i : s DEPTH OF CLASS "Es" ASPHALT TO BE 2" BELOW I,OTTOM OF THE UPPER A"D.US'6MENT RING OR A MIN IMUM 4F 5" WHICHEVER 15 GREATER, 3. ALL JOINTS BETWEEN THE CONE, ADJUSTMENT RINGS, BRICKS AND FRAME $HALL BE GROUTED 4 ADJUSTMENT OF THE FRAME TO GRALaE`34ALL BE ACCOMPLiSHW WITH A COMIMNAMN OF ADJUSTMENT RINGS, BRICKS AND MORTAR ONLY BRICKS, SHALL BE STAGGERED TO CREATE A RUNNING BOND OR 112 BOND. THE . PLAN 400.4 PUBLIC WORKS TYPICAL UTILITY C;O E �i DEPARTMENT ( ADJUSTMENT FOR PAVEMENT O, OVERLAY -i SURVEYED: SCALE MITCH EVENS, PLS AS NOTED oE� MATT FEATHERSTO SHAWN COOPER ONE INCH CHECKED: AT FULL SO LE TIMOTHY H0, PE IF NU ONE 9K)1 BY DATE APPR APPRmm, SCALE ACCORDINGLY GEOFF TAMBLE, P HORIZONTAL: NAD 1903/1991 DATUM REMOVE MANHOLE COVER, FRAME, ADJUSTMENT RINGS AND CONE (OR FLAT TOP) TO A DEPTH OF AT LEAST 4 FEET BELOW THE FINISHED GRADE ELEVATION. A IN ROADWAYS, RESTORE PER STANDARD PLAN 110.1. OUTSIDE OF ROADWAYS, RESTORE TO MATCH THE ADJACENT AREA. COMPACTED SAND, GRAVEL BORROW OR CDF CONCRETE PLUG (MINIMUM OF 12" IN LENGTH) �' y CONCRETE PLUG (MINIMUM OF 12" IN LENGTH) _ _' '.a •e DRAINAGE HOLE (TYPICAL) NOTES: 1. DRILL A MINIMUM OF 4 - 2" DRAINAGE HOLES IN THE BOTTOM OF THE MANHOLE. 2. PLUG ALL INCOMING AND OUTGOING PIPES WITH CONCRETE. 3. FILL THE MANHOLE WITH COMPACTED SAND, GRAVEL BORROW (SECTION 9-03.14(1)) OR CDF. 4. DEBRIS FROM BREAKING THE UPPER PORTION OF THE MANHOLE MAY BE MIXED WITH THE FILL MATERIAL SUBJECT TO THE APPROVAL OF THE ENGINEER. 5. THE FRAME AND COVER SHALL BE SALVAGED AND ALL OTHER MATERIAL DISPOSED OF. Y �� STD. PLAN - 400.5 �+ PUBLIC WORKS ABANDON MANHOLE �U� DEPARTMENT �® JANUARY 2011 51/0//7 X-3935XX APPROVED FOR CONSTRUCTION SUBJECT TO ERRORS AND OMISSIONS BY: BY: BY: BY: LANGSTON ALLEY PROJECT ROAD AND UTILITY IMPROVEMENTS STANDARD DETAILS DATE: DATE: DATE: DATE: 05/10/17 PAGE: DRWNG NO: SD -01 SHEET: OF: 24 27 low X X X O T J 24.. C y . U3 12" m' v _ Ir 4" 54" V ,rte Q• >. •q a T6_ o: ,. � q a MIN, TO i2" MAX. NOTES: 1. STEPS TO BE POLYPROPYLENE SAFETY STEPS. 2. STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS ARE INSTALLED. 3. CASTING SHALL BE PER STD. PLAN 401. 4., MANHOLE SECTIONS TO BE OF REINFORCED PRECAST CONCRETE, 5. ALL JOINTS BETWEEN THE CONE, RISER RINGS, .BRICKS AND CASTING SHALL BE <GROUTED. 6. ADJUSTMENT OF THE CASTING TO GRADE SHALL BE ACCOMPLISHED WITH A COMBINATION OF ADJUSTMENT RINGS, BRICKS AND MORTAR ONLY. BRICKS SHALL BE STAGGERED TO CREATE A RUNNING' BOND OR 1/2 'BOND. THE USE OF SHIMS IS PROHIBITED:. 7• SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR' SURFACES, INCLUDING CHANNELING, COATED ;(SEALED) WITH A HIGH SOLIDS URETHANE COATING; WAS SER MC-AROSHIELD OR APPROVED EQUAL; COLOR OF COATING SHALL BE WHITE: B. RUBBER GASKETED JOINTS SHALL BE IN CONFORMANCE WITH ASTM C-443. 9. CHANNEL. HEIGHT 'SHALL BE A MINIMUM OF 3/4 111E IN DIAMETER OF INE LARGEST PIPE, 10. CONNECTIONS TO MANHOLE SHALL BE MADE USING GPIK ADAPTOR, KOR-N-SEAL BOOTS OR APPROVED EQUAL:. 11. IN UNIMPROVED AREAS, MANHOLES SHALL EXTEND A MINIMUM. OF 6" AND A MAXIMUM: OF 12" ABOVE FINISHED GRADE OR MUST HAVE A MINIMUM 2' DIAMETER CONCRETE' RINGS POURED AT GRADE. IN PAVED AREAS, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAYING. PUBLIC WORKS SANITARY MANHOLE DEPARTMENT SHALLOW NO. I REVISION STD. PLAN - 400.2 SEPTEMBER 2011 AREA SEAS. 'WTH AR 400D OR APPROVED -"' EQUAL AND € RY SAND AFTER Pl AN PAT04140 NTS MORTAR JOatiTM (3/8" M N) 5EE NOTE ,3 AND S` MAL PROVISON 7-05.3;1 j. ADJUSTMENT RING (1. M tt.) OR BRICKS. SEE. NOTE 4, EEC IIQN A-" NATES r sem: ►. �a .9i : s DEPTH OF CLASS "Es" ASPHALT TO BE 2" BELOW I,OTTOM OF THE UPPER A"D.US'6MENT RING OR A MIN IMUM 4F 5" WHICHEVER 15 GREATER, 3. ALL JOINTS BETWEEN THE CONE, ADJUSTMENT RINGS, BRICKS AND FRAME $HALL BE GROUTED 4 ADJUSTMENT OF THE FRAME TO GRALaE`34ALL BE ACCOMPLiSHW WITH A COMIMNAMN OF ADJUSTMENT RINGS, BRICKS AND MORTAR ONLY BRICKS, SHALL BE STAGGERED TO CREATE A RUNNING BOND OR 112 BOND. THE . PLAN 400.4 PUBLIC WORKS TYPICAL UTILITY C;O E �i DEPARTMENT ( ADJUSTMENT FOR PAVEMENT O, OVERLAY -i SURVEYED: SCALE MITCH EVENS, PLS AS NOTED oE� MATT FEATHERSTO SHAWN COOPER ONE INCH CHECKED: AT FULL SO LE TIMOTHY H0, PE IF NU ONE 9K)1 BY DATE APPR APPRmm, SCALE ACCORDINGLY GEOFF TAMBLE, P HORIZONTAL: NAD 1903/1991 DATUM REMOVE MANHOLE COVER, FRAME, ADJUSTMENT RINGS AND CONE (OR FLAT TOP) TO A DEPTH OF AT LEAST 4 FEET BELOW THE FINISHED GRADE ELEVATION. A IN ROADWAYS, RESTORE PER STANDARD PLAN 110.1. OUTSIDE OF ROADWAYS, RESTORE TO MATCH THE ADJACENT AREA. COMPACTED SAND, GRAVEL BORROW OR CDF CONCRETE PLUG (MINIMUM OF 12" IN LENGTH) �' y CONCRETE PLUG (MINIMUM OF 12" IN LENGTH) _ _' '.a •e DRAINAGE HOLE (TYPICAL) NOTES: 1. DRILL A MINIMUM OF 4 - 2" DRAINAGE HOLES IN THE BOTTOM OF THE MANHOLE. 2. PLUG ALL INCOMING AND OUTGOING PIPES WITH CONCRETE. 3. FILL THE MANHOLE WITH COMPACTED SAND, GRAVEL BORROW (SECTION 9-03.14(1)) OR CDF. 4. DEBRIS FROM BREAKING THE UPPER PORTION OF THE MANHOLE MAY BE MIXED WITH THE FILL MATERIAL SUBJECT TO THE APPROVAL OF THE ENGINEER. 5. THE FRAME AND COVER SHALL BE SALVAGED AND ALL OTHER MATERIAL DISPOSED OF. Y �� STD. PLAN - 400.5 �+ PUBLIC WORKS ABANDON MANHOLE �U� DEPARTMENT �® JANUARY 2011 51/0//7 X-3935XX APPROVED FOR CONSTRUCTION SUBJECT TO ERRORS AND OMISSIONS BY: BY: BY: BY: LANGSTON ALLEY PROJECT ROAD AND UTILITY IMPROVEMENTS STANDARD DETAILS DATE: DATE: DATE: DATE: 05/10/17 PAGE: DRWNG NO: SD -01 SHEET: OF: 24 27 low X X X O T J r) ui I— BOLTHOLES - 3 PLCS EQUALLY SPACED 120° APART ON 23 1/16' (586mm) DIA B,C, (SEE DETAIL) RENTON SEWER MADE IN USR COVER & FRAME PLAN VIEW 25' DIA. C635mm] 1" ] r [ C19mm] 8 3/4" L 2 1/2' 1222mm] C64mm] TYP COVER SECTION VIEW 26 1/2' DIA C673mm] 25 1/4' DIA _ 1641mm] 1 1/16' 1/4' (6mm) DIA 127mm] NEOPRENE GASKET C152mm] 5/8' 23 3/8'DIA CL OPEN 116mm] C594mm] 27 5/16' DIA C694mm] 34 1/8' DIA COVER BOTTOM VIEW BLT SEC. (ALLEN HEAD) 5/13'-11 X 1.5 SS RUBBER WASHER EON BOLTING DETAIL 1/4' 1 1/16' C6mm] C27mm] 1/8' 13mm] 1/8' CR3mm] GASKET GROOVE DETAIL LOO 7mm] NOTES: FRAME SECTION VIEW 1. ALL COVERS SHALL BE LOCKING LID PER EAST JORDAN IRON WORKS INC. No. 3717C1 OR EQUAL. 2. USE FRAME AND COVER FOR STORM (SPECIFY "DRAIN" ON COVER), SANITARY (SPECIFY "SEWER"), OR WATER (SPECIFY "WATER"). ��Y o STD. PLAN - 401 aI PUBLIC WORKS MANHOLE FRAME AND COVER DEPARTMENT F]`To DECEMBER 2008 C 2017 THE BLUELINE GROUP RECESSED LIFT POCKET Not to Scale FRAME °_t m°,,,lr-gym _n, 14" -3/4" ] k --- 11 " •-----------•°^� 1j I 12_1,/'4" CAST IRON RING AN.� 1. R" AND 6" CLEAN -ALIT BINDS AND COVERS ON SEWPR MAINS SHALL BE EAST JORDAN IRAN WORKS, INC, No. 3698 (PRODUCT NO. 00369803) OR APPROVED EQUAL. CLEAN OUT SHALL 6E A WATER 11GHT ASSEMBLY, 2. IN UNIMPROVED AREAS, POUR A V -D" THICK, 2°-f7" SQUARE CONCRETE, CLASS 3000, PAD AROUND THE RING AND GLOVER. W (SEE NOTE 7) LIMITS 0'E PIPE ZONE NQIM 1. PROVIDE UNIFORM SUPPORT UNDER BARREL. 2. HAND TAMP UNDER HAUNCHES. 3. COMPACT BEDDING MATERIAL TO 95X MAX, DENSITY EXCEPT DIRECTLY OVER PIPE. HAND TAMP ONLY. 4. PIPE INSTALLATION SHALL BE PER SECTION 7-08 OF THE STANDARD SPECIFICATIONS. S> PIPE ZONE MATERIAL SHALL BE PER SECTION 9®03.12(3)' OF THE STANDARD SPECIFICATIONS OR PEA GRAVEL. 6; PIPE MUST BE ANCHORED IN SUCH A MANNER AS TO ENSURE FLOW LINE IS MAINTAINED. 7, TRENCH WIDTH SHALL BE PER SECTION 2-09.4 OF THE STANDARD SPECIFICATIONS. I F' PBLICWORKSTD, PLAN e 4£3,1 PUBLIC RK " OR CLEANOUT AP v : ......... IPIPE BEDDING DEPARTMENT FOR SANITARY SEWER AIN DEPARTMENT FOR SANITARY SEWERS — EX. SEWER MAIM PROPERTY LINE . ,.. ..;._.. _.... _-SPOOL (LENGTH ,45 ?iEEDEI) K_ B" SEWER B1UI3E y FUTURE 4" SIRE SEWER '--SEWER MAIN TEE X i;'° TEE 2"x 4 STUD MARVJNC POST PAINTED " +SAP WHITE WITH THE WORD 'SEWER' STENCILED IN .3 ° HIGH BLACK LETTERS AND #6 WIRE I WRAPPED AROUND THE STUD AND r` EXTENDED TO THE TOP OF THE STUD. COUPLING (TYP,) 6'X6"X6' SURFACE CLEANOUT V47H CAST IRON RING AND COVER I (EAST JORDAN IRON WORKS PRODUCT NO. 00367502 OR 0 ; APPROVED EQUAL, SPECIFY 'SEWER- ON UD). g l (SEE STD. PLAN 433.1 FOR INSTALLATION) I L_ -mJ im EAGLE THREADED CLEAN—OUT ADAPTER HUB SEND AS —� ' PLUG (OR APPROVED EQUAL) REQUIRED EXISTING SAidITARY�,..,- _ SEWER MAIN AR . SI �E ,,,,a.... — FUTURE 4' 'SIDE SEWER �' \-5" SE'W'ER STUB = c"Xu°X6u WYE IFUTURE 6"x 4" REDUCER " SEWER MAIN SIZE'X 6°' TEE A. VITRIF€ED CLAY MAIN — CUT IN A NEW PVC "TEE" USING 'STRONG—BACK' FLEXIBLE COUPLINGS (FERNCO OR APPRCV0 EQUAL), 8, CONCRETE MAIN — CUT IN A NEW PVC 'TEE' USING 'STRONG—BACK' FLEXIBLE COUPLINGS (FERNCO OR APPROVED EQUAL). C. PVC & C900 PVC DRAIN — CUT IN NEW TEE USING RIGID COUPLINGS OR CORE—DRILLED WITH A ROMAC SADDLE (OR APPROVED EQUAL). . O. DUCTILE IRONS MAIN - CORE -DRILLED WITH A ROMAC SADDLE (OR APPROVED EMAL) I- MANHOLE CONNECTION - ALL CONNECTIONS TO MANHOLES SHALL BE ,AT MANUFACTURE{? KNOCK -OUTS OR THE STRUuTURE SHALL BE CORE -DRILLED. 3000 PSI MIX Ct3NCREITE BLOCKING� I HORIZONTAL 6" TCS a MIN. SEWER t-SEWEPER MAIN MAIOF TEE AT I. �_5 'TYPICAL SIDE SEWER N TE: UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHAD_ HAVF" A MINIMUM 2.5` COVER AT PROPERTY LINE OR 3--5' LOWER THAN THE LOWEST HOUSE ELEVATION, V44.:CHEb6R IS LOWER. STDI P -ons STANDARD SIDE SEWER STC P 4461 PUSLCWORKS 1 m INSTALLATION DEPARTMENT .� nm (SEWER MAIN TO PROPERTY LINES X-3935XX APPROVED FOR CONSTRUCTION SUBJECT TO ERRORS AND OMISSIONS BY: DATE: ly, 011 BEDDING MATERIAL FO /! �/ DATE: BY: ,' LANGSTON ALLEY PROJECT ROAD AND UTILITY IMPROVEMENTS STANDARD DETAILS SANITARY SEWER PIPE f ' O.D. >P PIPE (SEE NOTE 5 /. FIELDBAS PAGE. PA� DRAWN: SHAWN COOPER ONE INCH AT FULL SCALE IF NOT ONE NCH ACCORDINGLY FOUNDATION LEVEL: CHECKED: TIMOTHY HO, PE NO. REVISION BY DATE APPRSCALE F .. BEDDING FOR SANITARY SEWER PIPE NQIM 1. PROVIDE UNIFORM SUPPORT UNDER BARREL. 2. HAND TAMP UNDER HAUNCHES. 3. COMPACT BEDDING MATERIAL TO 95X MAX, DENSITY EXCEPT DIRECTLY OVER PIPE. HAND TAMP ONLY. 4. PIPE INSTALLATION SHALL BE PER SECTION 7-08 OF THE STANDARD SPECIFICATIONS. S> PIPE ZONE MATERIAL SHALL BE PER SECTION 9®03.12(3)' OF THE STANDARD SPECIFICATIONS OR PEA GRAVEL. 6; PIPE MUST BE ANCHORED IN SUCH A MANNER AS TO ENSURE FLOW LINE IS MAINTAINED. 7, TRENCH WIDTH SHALL BE PER SECTION 2-09.4 OF THE STANDARD SPECIFICATIONS. I F' PBLICWORKSTD, PLAN e 4£3,1 PUBLIC RK " OR CLEANOUT AP v : ......... IPIPE BEDDING DEPARTMENT FOR SANITARY SEWER AIN DEPARTMENT FOR SANITARY SEWERS — EX. SEWER MAIM PROPERTY LINE . ,.. ..;._.. _.... _-SPOOL (LENGTH ,45 ?iEEDEI) K_ B" SEWER B1UI3E y FUTURE 4" SIRE SEWER '--SEWER MAIN TEE X i;'° TEE 2"x 4 STUD MARVJNC POST PAINTED " +SAP WHITE WITH THE WORD 'SEWER' STENCILED IN .3 ° HIGH BLACK LETTERS AND #6 WIRE I WRAPPED AROUND THE STUD AND r` EXTENDED TO THE TOP OF THE STUD. COUPLING (TYP,) 6'X6"X6' SURFACE CLEANOUT V47H CAST IRON RING AND COVER I (EAST JORDAN IRON WORKS PRODUCT NO. 00367502 OR 0 ; APPROVED EQUAL, SPECIFY 'SEWER- ON UD). g l (SEE STD. PLAN 433.1 FOR INSTALLATION) I L_ -mJ im EAGLE THREADED CLEAN—OUT ADAPTER HUB SEND AS —� ' PLUG (OR APPROVED EQUAL) REQUIRED EXISTING SAidITARY�,..,- _ SEWER MAIN AR . SI �E ,,,,a.... — FUTURE 4' 'SIDE SEWER �' \-5" SE'W'ER STUB = c"Xu°X6u WYE IFUTURE 6"x 4" REDUCER " SEWER MAIN SIZE'X 6°' TEE A. VITRIF€ED CLAY MAIN — CUT IN A NEW PVC "TEE" USING 'STRONG—BACK' FLEXIBLE COUPLINGS (FERNCO OR APPRCV0 EQUAL), 8, CONCRETE MAIN — CUT IN A NEW PVC 'TEE' USING 'STRONG—BACK' FLEXIBLE COUPLINGS (FERNCO OR APPROVED EQUAL). C. PVC & C900 PVC DRAIN — CUT IN NEW TEE USING RIGID COUPLINGS OR CORE—DRILLED WITH A ROMAC SADDLE (OR APPROVED EQUAL). . O. DUCTILE IRONS MAIN - CORE -DRILLED WITH A ROMAC SADDLE (OR APPROVED EMAL) I- MANHOLE CONNECTION - ALL CONNECTIONS TO MANHOLES SHALL BE ,AT MANUFACTURE{? KNOCK -OUTS OR THE STRUuTURE SHALL BE CORE -DRILLED. 3000 PSI MIX Ct3NCREITE BLOCKING� I HORIZONTAL 6" TCS a MIN. SEWER t-SEWEPER MAIN MAIOF TEE AT I. �_5 'TYPICAL SIDE SEWER N TE: UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHAD_ HAVF" A MINIMUM 2.5` COVER AT PROPERTY LINE OR 3--5' LOWER THAN THE LOWEST HOUSE ELEVATION, V44.:CHEb6R IS LOWER. STDI P -ons STANDARD SIDE SEWER STC P 4461 PUSLCWORKS 1 m INSTALLATION DEPARTMENT .� nm (SEWER MAIN TO PROPERTY LINES X-3935XX APPROVED FOR CONSTRUCTION SUBJECT TO ERRORS AND OMISSIONS BY: DATE: BY: DATE: BY: DATE: BY: DATE: SURVEYED: MITCH EVENS, PLS SCALE NOTED HORIZONTAL- � 1983;1991 DATUM CITY OF R E N TO N Planning/Building/Public Works Dept. LANGSTON ALLEY PROJECT ROAD AND UTILITY IMPROVEMENTS STANDARD DETAILS DATE 05/10/17 Dom" MATT FEATHOSTO FIELDBAS PAGE. PA� DRAWN: SHAWN COOPER ONE INCH AT FULL SCALE IF NOT ONE NCH ACCORDINGLY DRAWING NO: SD -OZ CHECKED: TIMOTHY HO, PE NO. REVISION BY DATE APPRSCALE APPROVED, TAMBLE, P sHEEr. 25 X27 r) W N 0 C 2017 THE BLUELINE GROUP ADA RAMP NOTES 1. THE ADA RAMPS DEPICTED ON THESE APPROVED PLANS WERE DESIGNED USING THE BEST AVAILABLE INFORMATION. THE CONTRACTOR IS REQUIRED TO USE THE BEST STANDARD OF CARE TO ENSURE THA T THESE RAMPS ARE INSTALLED PER THE APPROVED PLANS AND/OR PER ACCEPTABLE ADA STANDARDS. ANY VARIATIONS IN THE INSTALLATION OF THE ADA RAMPS FROM THE APPROVED PLANS THAT DOES NOT COMPLY WI714 ADA STANDARDS SHOULD BE BROUGHT TO THE DESIGN ENGINEER'S ATTENTION IMMEDIATELY. 2. THE ADA RAMPS ARE DESIGNED TO MEET ADA STANDARDS IN PLACE AT THE 77ME OF PROJECT VESTING. ANY VARIA77ON FROM THIS APPROVED DESIGN DURING CONSTRUC77ON COULD RESULT IN ADA RAMPS THAT DO NOT COMPLY WI774 THESE ADA STANDARDS.'. CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT AS—BUILT CONDITIONS MEET 774E PLAN DESIGN AND/OR ADA STANDARDS FL 90.66 Y' \ 90.74 90.14 �\ 89.7 UNDERGRi3UND UTILITY NOTE UNDERGROUND UTILITIES ARE SHOWN IN THE APPROXIMATE LOCATION. THERE IS NO GUARANTEE THAT ALL UTILITY LINES ARE SHOWV, OR THAT THE LOCA TION, SIZE AND MATERIAL IS ACCURATE. THE CONTRACTOR SHALL UNCOVER ALL INDICATED PIPING WHERE CROSSING, INTERFERENCES, OR CONNECTIONS OCCUR PRIOR TO TRENCHING OR EXCA VA TION FOR ANY PIPE OR STRUCTURES, TO DETERMINE ACTUAL LOCATIONS, SIZE AND MATERIAL. THE CONTRACTOR SHALL MAKE THE APPROPRIATE PROVISION FOR PROTEC77ON OF SAID FACILITIES. 774E CONTRACTOR SHALL N077FY ONE CALL AT 8-1-1 (WASHINGTON811. COM) AND ARRANGE FOR FIELD LOCA TION OF EXIS77NG FACILITES BEFORE CONSTRUCTION. SURVEYED: SCALE: MITCH EVENS, PLS oESK;HEo. AS NOTED MATT FEATHERSTO DRAWN: SHAWN COOPER ONE INCH CHECKED: AT FULL SCALE TIMOTHY HO, PE IF NOT ONE INCH NO. REVISION BY DATE I APPR SQ&E ACCORDINGLY GEOFF TAMBLE, P HOPoZO�NTM N 9AL NAVE) 8 x/1991 DATUM 5/1O//7 R-393518 APPROVED FOR CONSTRUCTION SUBJECT TO ERRORS AND OMISSIONS BY: DATE: BY: DATE: BY: DATE: BY: DATE: LANGSTON ALLEY PROJECT ROAD AND UTILITY IMPROVEMENTS CURB PLAN 05/10/17 PAGE DRAWING No: CP -01 SHEET: OF. 26 27 X X X O O O T Q J AM' • • � T r ^ n r) W N O C 2017 THE BLUELINE GROUP 121.48 B663500060 SCALE: 1 " = 10' 0 5 10 20 "O!!!� 1. THE ADA RAMPS DEPICTED ON THESE APPROVED PLANS WERE DESIGNED USING THE BEST AVAILABLE INFORMATION. THE CONTRACTOR IS REQUIRED TO USE THE BEST STANDARD OF CARE TO ENSURE THA T THESE RAMPS ARE INSTALLED PER THE APPROVED PLANS AND/OR PER ACCEPTABLE ADA STANDARDS. ANY VARIATIONS IN THE INSTALLATION OF THE ADA RAMPS FROM THE APPROVED PLANS THAT DOES NOT COMPLY WI714 ADA STANDARDS SHOULD BE BROUGHT TO THE DESIGN ENGINEER'S ATTENTION IMMEDIATELY. 2. THE ADA RAMPS ARE DESIGNED TO MEET ADA STANDARDS IN PLACE AT THE 77ME OF PROJECT VESTING. ANY VARIA77ON FROM THIS APPROVED DESIGN DURING CONSTRUCON COULD RESULT IN ADA RAMPS 774A T DO NOT COMPLY WI77-1 774ESE ADA STANDARDS. CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT AS—BUILT COND177ONS MEET 774E PLAN DESIGN AND/OR ADA STANDARDS • • ` 99.77 L: UNDERGR0UND UTILITY NOTE UNDERGROUND UTILITIES ARE SHOWN IN THE APPROXIMATE LOCATION. THERE IS NO GUARANTEE THAT ALL UTILITY LINES ARE SHOWV, OR THAT THE LOCA TION, SIZE AND MATERIAL IS ACCURATE. THE CONTRACTOR SHALL UNCOVER ALL INDICATED PIPING WHERE CROSSING, INTERFERENCES, OR CONNECTIONS OCCUR PRIOR TO TRENCHING OR EXCA VA TION FOR ANY PIPE OR STRUCTURES, TO DETERMINE ACTUAL LOCATIONS, SIZE AND MATERIAL. THE CONTRACTOR SHALL MAKE THE APPROPRIATE PROVISION FOR PR07EC77ON OF SAID FACILITIES. 774E CONTRACTOR SHALL NOTIFY ONE CALL AT 8-1-1 (WASHINGTON811. COM) AND ARRANGE FOR FIELD LOCA TION OF EXISTING FACILITES BEFORE CONSTRUCTION. SURVEYED: SCALE: MITCH EVENS, PLS HDPozo�NTAL- o 1OW�1991 DESKMED. AS NOTED MATT FEATHERSTO DRAWN: SHAWN COOPER ONE INCH DATUM CHECKED AT FULL SCALE TIMOTHY HO, PE IF NOT ONE INCH NO. REVISION BY DATE AP P R APPROVED. SCALE ACCORDINGLY GEOFF TAMBLE, P 98. 5/1O//7 X nuuoL #221 R-393518 APPROVED FOR CONSTRUCTION SUBJECT TO ERRORS AND OMISSIONS BY: DATE: BY: DATE: BY: DATE: BY: DATE: LANGSTON ALLEY PROJECT ROAD AND UTILITY IMPROVEMENTS CURB PLAN 05/10/17 FIELDBOOK: PAGE DRAWING NO: CP -02 SHEET: OF 27 . 27 X X X O O O T Q J AM • • �� T r ^ n