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HomeMy WebLinkAboutzS-3466Setu W °a a u NOTE: EX HOME SHALL REMOVE SEPTIC AND CONATECT TO SEWER STUB PRIOR TO RECORDING. `2v LS 1/4 CORNER SEC. MONUMENT FOUND CONCRETE MONUMENT WITH 318 BRASS PLUG AND PUNCH. CITY CITY OF RENTON MON. /J1160 N. 170576.8734 E. 1297883.4377 LUU SHORT PLAT LOCATED IN THE S.E. 114 OF THE S.E. 1,14, OF SECTION 19, TOWNSHIP 23 NORTH, RANGE 5 E, W.M. KING COUNTY, WASHINGTON `QA' 224 � � ROCKERY -- - 290,00E - L5- 6ETw5 °ER1 $ &TU6SpFRSR pE-D NS ;'2n, W 70.00' -y24 I PARK VIEWZSHORTNPt.ATB 20' SaNITARY SEWER EASEMENT 8" PVC SEWER PROVIDED 1 REC. Nil. 20070801000278 BY PARK NEW SHORT PLAT EX 8 SS - -- -r�, I 25-6 ".._PVC 1 I SEWER MANHOL 1 � ®2.009, MIR- -- � I RIM°225.36' I 18" P.V.C. W. HOUSE 1 - 6E= 215.66 f' EAVES r .IJE 1 F, �I GO -, PCF LO 4 p9 1 I 100 MP PN� 5 0 -0 1 1 Ott SE � FF =229.0 C0P� 6219 EAST LN., WEST 70' moo LOT 15 N I i NPR, A .wY o n 035- 1900010 I RVySP Np 2.p0A0 ( SIDE WER DTL 2 6, TIP o' PVC 20' PROPOSED 1 REO ® 07 MIN INGRESS, EGRESS I W ry6 AND UTILITY - - ti Nwt fi 55ile EASEMENT 7 I;n _ - _ _ _ ______ N _ 26' PRIVATE ACCESS SASEMENT" i WEST LN., LOT 15 PER REC Nil. 2007091000218711 X X01 Og0 I CONCRETE ® EXISGNG ce 2 B41N �222po�0 1 --- STAiIRS ® 1 - .;XS"NG ce 1 -- rot ACCESS RD PROVIDED BY, 1 $1 HOUSE I�� AND PER, THE:' PARR VIEW SP j 1 1 706 S. 23RD 00 1 - - 228 1 I PARCEL rf722200 -0097 I ^ LO, 1p096 HO SE 1 1 F.F. ELES230.3' 3 ✓35tW r0 E5M 1 I �� 2200 1 6 Sic ( 1 Fi N o 12 1 5945k �-- e BRICK PLANTER I Try I -- 2u Ha N04 METER & SERVCE _______..l PV IF{'QpNpKE84R W /CAP I L/S 133487 I CONCRETE EX WM FOR I I I - LOT 1 1 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ Y ® FY N8756S6W 70.02 0 - GAS - GAS- GAS GAS - - _ EX WATER (PAINT LINE) - - - _ - 1 - - ° SOUTH 23RD STREET 216 EX WATER (PAINT LINE) - WATER AND SEWER .PLAN 1 " =20' Cramer Northwest Inc. ENGINEERS, SURVEYORS & PLANNERS 945 N. CENTRAL, STE. #104, KENT, WA 98032 (253)852 -4880 (local) or 1- (800)251 -0189 (toll free) (253)852 -4955 (fax) E -MAIL: cni®cramernw.com 11 #0 REVISION . _ fXISTtN2t 'SfDEW ILK - - -- ___.Z 32 -FL GAS - GAS -- GAS VERTICAL CURB EDGE OF ASPHALT - - -- - - - _ - - - - - - - - - - - - - - - -- - _ - - _ EDGE OF AS_P_H_ALT S.E. _ S. CORNER SEC. 10- 23N. -5E. - _ FOUND MONUMENT IN CASE 0 ® � p WITH TACK IN LEAD E. ENO OF S. 23RD ST. - -- -- - - - - -. 7,;z C17Y OF RENTON MONUMENT 4230 "- -L6 - - -- - N. 170575.4266 E. 1300542,7470 saw cNw o cox c: LSK M"i LSK BY I DATE I APPR I - 1 "=20' vrmieu: raw ,aeVa DATUM c "E 1Y°H AT Nu. scut Ir xm oHE INCH SCN£ ACPo NDRwy Sanitary Sewer Notes and Specifications 1. NI work materials shall be in conformance with the standards and specification of the City of Renton Utility Department and the latest edition of the WSDOT /APWA Standards and Spectficotions. 2 All construction shall be in accordance with 'Standard Specifications for Municipal Public Works Construction' prepared by Washington State Chapter American Public Works Associaft, latest edition APIA) and City of Renton Standard Specifications, 3. All locations of oxisting utilities shown are approximate and it shall be the contractors responsblity to verify the he and corset location so as to avid damage or disturbance. 4. Contractor is solely responsible for the means, methods and sequences of construction and for the safety of workers and others on the construction site. 5. It shall be the responsibfifty of the contractor to obtain street use and any other related permits prior to any construction. 6. Plans approved by the City of Renton, Public Works Department shall take precedence over all other plans. 7. A copy of these approved plans must be on the Ph site whenever construction is in progress. 8, The contractor shall provide the City of Renton with an as -built drawing of the sanitary sewer system, which has been stamped and signed by a licensed professional engineer or licensed professional sirvayer. 9. Backfill shall be placed equally on both sides of the pine in layers with a lease average depth of 6 inches, maximum depth of 8 inches, thoroughly tamping each layer to 95 percent of maximum density. Than compacted layers must extend for one pipe diameter an each side of the pipe or to the side of the trench. Materials to complete the MI over pipe shall be the some as described, 10. Open cut road crossings for utility trenches on existing traveled roadway shall be backfned with crashed rock and mechanically compacted, Cuts into the existing asphalt shill be nectars cut with new in a continuous How. A temporary mix patch most be placed immediately after backf7l and compaction. A permanent hot mix patch shall be placed within 10 days and shall be per City of Renton current standards. Ii. Datum shag be City of Renton, 1988 NAVD. 12. All disturbed area shall be seeded and mulched or otherwise stabilized to the satisfaction of the Department for the prevention of on -site erosion after the completion of construction. 13. All pipe and appurtenances shall be laid on a properly prepared foundation in accordance with Section 7 of the current State of Washington Standard Specifications for Road and Bride n necessary levdin of the trench bottom or he Sp g Construction, This shat include nece y g t top of the foundation material, as well as placement and compaction of required bedding material, to uniform grade so that the entire length of the pipe will be supported on a uniformly dense, unyielding base. Pipe bedding shall be pea grind 6 Inches above and below the pipe. 14. Sanitary sewer pipe shall be polydnyd chloride (PVC) rubber gosketed ASTM D 3034, SDR 35, or ductile iron class 50. 15. In unimproved areas, manhole to extend minimum 6 Inches and maximum 12 inches above finished grade. In paved area, cover must slope in all directions to match paring, Water Utility Notes and Specifcations 1. THESE NOTES SHALL APPEAR FOR PROJECTS FOR THE WATER UDNTY. 2. NI work material shall be in conformance with the standards and specifications of the City of Renton Planning /Building/Public Works Department and the 1996 edition of the WSDOT /APWA Standards and Spedficatlons, as approved and modified by the City of Renton in the Renton Standard Plans & Specifications. A set of approved plans shall be kept on site at all times during construction. 3. The hours of work in the street right of way shall be limited to 8:30 AM to 3:30 PM on weekdays unless otherwise approved in writing by the Public Works Department at (425) 43D -7301, The Police Department, Fire Department, and 911 shall be notified 24 hours in advance of any work in the right of way. 4. All locations of existing utilities shown are approximate and it shall be the contractors responsibility to verify the tree and correct IocoUon so as to avid damage or disturbance. Fa utility locates call 48 -hour locators 800-424 -5555. 5. An approved Traffic Control Plan is requited to be submitted at the Pre - Construction meeting. 6. NI walertnaln pipe is to be cement fined ductile iron pipe conforming to AWWA C110 and Clit or latest revision, thickness Glass 52 Cement mortar lining and seal coating shall conform to AWWA C104 or latest revision. Pipe joints to be push -on or mechanical 'pint. Bedding to be Class C. All ductile iron pipe and fittings shall be polyethylene wrapped per ANSI /AWWA 0105/A21.5 -93 Standards, 7. Cast iron and ductile iron slangs shell be cement lined, pressure rated as noted an plans, and in accordance with ANSI /AWWA CI10/A21.10 -87. Cement lining 9holl be in accordance with ANSI /AWWA C104/421/4 -90. if fittings are 3 to 12 inches in diameter and have mechanical 'pints, the fittings shall in accordance with either ANSI /AWWA C110- A21.10 -87 a ANSI /AWWA C153/A21.53 -94, Three (3) inch to 12 inch diameter fittings, which have mechanical pints and /or flanged pbls, shill be in accordance with ANSI /AWWA 0110/A21.10.87 or a combination of ANSI /AWWA C110/A21.10.87 and ANSI /AWWA C153/A21.53 -94 each that the portion of the filling with a mechanical Plot(s) may be with ANSI /AWWA C153/A21.53 -94 and that portion of the fitting with flanged Plat(s) shall be in accordance with AWWA C110/A21.10 -87, Acceptance testing in accordance with section 5353 of ANSI/AWWA section 10 -4.3 of ANSI /AWWA C110/A21.10 -87 sholl be obtained by the contractor and transmitted to the owner. 8 Gate vales shall be long body, bronzed - mounted, double disc with bronze wedging device and 0 -ring stuffing box (AWWA C500) a of resilient seated type (AWWA C509), Valves shall be designed for a minimum water operating pressure of 200 psi, Gate valves shall be Clow List 14, Mueller Company Nil. A2380 or M & H. I Fee 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 'Pint inlet and a main valve opening (IA.V.O.) of 5 -1/4 Inch, two 2 -1/2 inch hose noules with National Standard Threads 7 -1/2 threads per inch and one 4 inch pumper nozzle with the new Seattle Pattern 6 threads per inch, 60 degrees V. Threads: outside diameter of male thread 4,875 and root diameter 4.6263. Hydrants staff hove a 1 -1/4 inch pentagon operating nut opened by turning counter clockwise (left). 10. The two 2 -1/2 inch hose nozzles shall be fitted with cent iron threaded caps with operating nut of the same design and proportions as the hydrant stern nut, Caps shall be fitted with suitable neoprene gaskets for positive water tightness under test pressures. it. The 4 inch pumper nozzle shall be fitted with a Stairs adapter, 4 inch Seattle Thread x 5 inch Storz. Storz adapter shall be forged and /or extruded 6061 -T6 aluminum olloy, hardooat anodized. Threaded end portion shall have no lugs and two set screws 180 degrees apart. Stri z face to be metal, no gasket to weather, Storz cap to have synthetic melded rubber gasket, and shall be attached to hydrant adapter with 1/8 inch, coaled, stainless steel, decroft cable. 12. Fire hydrants shall be painted with two coats of paint. Preservative paint number U -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 ream, 15. All watermains 10 inches and smaller to maintain a minimum cover of 36 inches below finish spade, All watermain 12 inches and larger shall be at a minimum of 48 inches below finish grade. Where utility conflicts occur, watermains are to be lowered to clear. 16. NI wotermains 6 Inches and larger In diameter shell be deaned with pipe cleaning °PIGS° prior to disinfection. The 'Poly pigs' shall be Girard Industries Aqua Swab-AS or approved equal, 2 Ib /au, ft, density foam with 90A durameter urethane rubber coating on the rear of 'PIG' only, 17. °PIGS shod be cylinder shaped with bullet nose or square end. The contractor will perform the cleaning operation. 18. All welcoming; and services shall be pressure tested to a minimum of 200 psi or 150 psi over operating pressure, in accordance with the specifications of the City of Renton and the Washington State Health Department. All pressure testing shall be done in the presence of a representative of the City of Renton. The quantity of water lost tram the main shall not exceed the number of gallons per hour as listed In City of Renton Standard Plans & Specifications 7- 11.3(11). The loss in pressure shall not exceed 5 psi during the 2 hour test period 19. All watermains and services shall be disinfected by the injection of a 50 plain (minimum concentration) chlorine /water solution. Dry Calcium Hyp ichlorite shall NOT be placed In The pipe as laid, Chlorine shall be metered /injected in accordance with Section 7- 11.3(12)E or 7- 11.3(12)F of the Standard Specifications referenced above, 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 -tour (24) hours notice will be required prior to starting new construction. 22. It shill be the contractor's responsibility to secure all necessary permits prior to starting construction, 23. Installation of corporate stops, water services, lines ond meters shall not be done until all service agreements, meta applications, construction permits, and payment of fen have been made to the City of Renton. 24. All connection to existing mains is to be accomplished by the City of Renton, except wet taps, which may be made by approved wet top contractors with prior approval from the Public Works Department, Ali necessary excavating and materials are to be supplied by the contractor and be on-site prior to City notifications. 25. Inspection will be accomplished by a representative of the City of Renton. It shill be the contractor's responsibility to notify Development Services twenty four 24 hours in advance of backfilli all 1 s - ( ) ng I construction. tine contracts, as well a the engineers, shall keep as built drawings. 26. Contractor to provide plugs and temporary ry Wow -of assemblies fa testing and purity acceptance prior to final tie -in. 27, All joint restraint systems (shackle rods, nuts, bolts, etc.) shall be as manufactured by the Star Manufacturing Company of Columbus Ohio, or equal, approved in citing by the Public Works Department. 28. Asphalt and concrete street paving shall be sawcut to a minimum depth of two (2) inches. Oil mat streets may be spade cut NI surface concrete, pavement, sidewalks, curb, gutters, and driveway approaches shall be sawcut to a minimum depth of two (2) inches a removed to an existing expansion pint. 29. A temporary cold mix asphalt patch shall be placed on the day of initial excavation with a permanent, sealed patch to be placed, to City of Region policy, within 10 days. Call for subgrade inspection prior to placement of final patch. ' 30. For City projects such as telemetry conduit, the PVC pipe used shall be NI chemical process Imes shall be schedule 80 PVC pipe. Schedule 40 in unimproved areas and schedule 60 PVC pipe under improved areas. 5- 346601 CITY OF UL RENTON Planning /Building /Public Works. Dept. REQNM/EN�DED FOR APPROUAL DATE: p B DATE: BY: DATE: BY: DATE: LUU SHORT PLAT FOR LIN LUU WATER & SEWER PLAN AND NOTES 344 1 IA H V a„E 2 -25 -09 groin.: Hroe qumxc� 5 .:5 6 NI A74 Fc z w 0 O d LUU SHORT PLAT LOCATED IN THE S.E. 114 OF THE' S.E. 1,14, OF SECTION 19, TOWNSHIP 23 NORTH, RANGE 5 E, KING COUNTY, WASHINGTON 13'x24" PLASTIC METER BOX EQUAL TO MID - STATES PLASTIC, 6" SIDE SEWER AND BUILDING INC, BCF SERIES MSBCF 1324 -18 WITH 1.75' THICK DUCTILE 0 DIAMOND PLATE COVER EQUAL TO MID- STATES PLASTICS, clTV =mw INC_ MSC9C- 1324 -R WITH READER LID AND 1 -5 /E" DRILLED PIPING PIPING HOLE FOR TOUCHREAD PIT LID (SEE DETAIL A -A) 3IIN - UNIMPROVED RIGHT OF ? I f WAY INSTALL METER BOX AT PROPERTY LINE WITH 12" w' LONG COPPER TAILPIECE. w' 9" MIN 72" MAX ( SIDEWALK a I - FINISH G BADE e . .. r • :.... ,.,, , „ t' ¢ TOUCHREAD WATER METER TO BE 36" MIN COVER CTPPLIED BY THE )2 TYPE "K" SOFT o v COPPER TUBING -i /2' NEW DUCTILE /22 / I IRON 1 WATERMAIN IF SERVICE LINE TO HOUSE IS 3/4" OR IF TO BE INSTALLED IN THE FUTURE GALVANIZED INSTALL FORD C14 -33 OR 44 FIDT PLUG x COMPRESSION COUPLING LOOP DOWN TO CENTERLINE OF WATER MAIN TO PROVIDE SLACK IN COPPER SERVICE COPPERSETTER F R 5l8" ° LINE TO METER. METER• FORD VB1­172- 15W- 44 -83G, OR MCDONALD BRASS; 21- 215WCQQ33, OR MUELLER: 3/4- B- 2470 -2 WITH ANGLE BALL VALVE ON INLET AND SINGLE CHECK VALVE ON OUTLET CORPORATON STOP. FORD TAPERED THREAD COPPERSETTER FOR i" METER: FORD VBH72- 15W-44-44G, OR _ (CC), QUICK JOINT _ McDONALD BRASS: 21- 415WC0044, OR MUELLER; 1 -B- 2470 -2 (3/4" F1000 -3 -G) OR AY MCDONALD 4701Q BOTH INLET AND OUTLET WITH PACK JOINT WITH GRIPPER. (i" F10DO -4 -G) OR AY MCDONALD 47010 PADLOCK WINGS ON INLET ANGLE BALL VALVE AND SINGLE CHECK VALVE ON OUTLET. ALL PACK -JOINT FITTINGS SHALL BE WITH QUICK JOINT, NOTE: ALL METER BOXES INSTALLED WITHIN CONCRETE OR PAVED DRIVEWAYS SHALL BE CAST -IRDN EQUAL TO OLYMPIC FOUNDARY. EXPANSION JOINTS MUSH BE INSTALLED ON BOTH SIDES OF METER BOX, A -A L r� iiQ:if7 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. DRILL 1 -5/6" DIA. HOLE FOR AMR (AUTOMATIC METER READ) TOUCHREAD. DEVICE I J 1 2 -1/2" MIN. FROM NEAREST AND FRONT EDGE OF PIT LID 3/4" & I" WATER SERVICE ADOPTED CITY CE RENTON seAxnAltn PLANS id SST DATE:04 /04 DWG. NAME; 8106 SP PAGE: 8106 DTL I'A. 314" METER & SERVICE NTS Cramer Northwest Inc. ENGINEERS, SURVEYORS & PLANNERS 945 N. CENTRAL, STE. #104, KENT, WA 98032 (253)852 -4880 (local) or 1- (800)251 -0189 (toll free) (253)852 -4955 (fax) E -MAIL: cnf ®cromernw.com MIMI Surface Water Drainage Notes and Specifications W.M. 1:3:5 MIX CONCRETE BLOCKING Z 2 6" BUILDING SEWER PIPE WE TEE WITH 6" SIDE OUTLET _ 60" ALLOWABLE MAX. FOR CAST IRON PIPE OR DUCTILE IRON PIPE. t- 6" SIDE OUTLET TEE SEWER MAIN 6 MIN. CQNCRETE BLOCKING ANGLE OF JEE AT MAIN OVER 25 ELEV[1R PROPERTY LINE 6' -0" FUTURE BUILDING SEWER � 2 "x 4" STUD SERVICE MARKER PAINT UPPER PORTION WHITE ANS STENCIL ON SIDE WORDING "SEWER" WITH 3" HIGH BLACK LETTERS. AND #6 WIRE WRAPPED AROUND THE STUD AND EXTENDED TO THE TOP OF THE STUD. UNLESS OTHERWISE APPROVED BY THE CITY, MAKE TAP THROUGH CAST IRON SADDLE SECURED TO SEWER MAIN NTH STAINLESS STEEL BANDS WHEN CONNECTING NEW SIDE SEWERS TO EXISTING MAIN, VITRIFIED CLAY, PLAIN AND REINFORCED CONCRETE, of PIPE AND Cl PIPE SEWER MAINS ARE TO BE CORE DRILLED NOTE: UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE A MINIMUM 2.5' COVER AT PROPERTY LINE OR 3 -5' LOWER THAN THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER. DL T 2�6, SIDE SEWER NTS 1. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTI`ATY OCCURS, A PRE - CONSTRUCTION MEETING MUST BE HE[) WITH THE CITY OF RENTON PLAN RENEWER. 2. All construction shah be in accordance with the 1996 Standard Specifications for Road, Bridge and Municipal Construction prepared by WSOOT and the American Public Works Association (APWA), as amended by the City of Renton Public Works Deportment. 3. The surface water drainage system shall be consin:cted according to the approved plans, which are on file In the Public Works Department. Any deviation from the approved plans will require written approval from ':he City of Renton Public Works Department, Surface Water Utility Section. 4. A copy of these approved plans must be on the job site whenever construction is in progress. 5. Datum shall be NAVD 88 unless otherwise opprovec by the City of Renton Public Works Department. Referem a benchmark and elevations are noted on the plans. 6. All sedimentation /erosion facilities must be in operation prior to clearing and building construction, and they oust be satisfactorily maintained until construction he completed and the potential for on -site erosion has l:ossed. 7. All retention /detention facilities must be installed and in operation prior to or in connnction with all constitution activity unless otherwise approved by the Public Works Department, Surface Water Utility Section. 8. Gross seed may be applied by hydroseeding. The crass seed mixture, other than City of Renton approved stI Moral mixes, shell be submitted by a Landscape Architect and approved by the Public Works Department, Surface Water Utility Section. 9. All pipe and appurtenances shall be laid on a Properly prepared foundation in accordance with Section 7- 02.1(1) of the current State of Washington Standard Specification for Road and Bridge Construction. This shall include necessary leveling of the trench bottom or th,t top of the foundation material, as well as placement and compaction of required bedding material, to uniform grade so that the entire length of the pipe will be supported on a uniformly dense, unyielding base. All pipe bedding shall be APWA Class "C ", with the exception of PVC pipe. All trench bockfill shall be compacted to minimum 95% for pavement and structural fill and 90% otherwise per ASTM D- 1557 -70. Pea gravel bedding shall be 6 'Inches over and under PVC pipe. 10. Galvanized steel pipe and aluminized steel pipe for of drainage facilities shall have asphalt treatment #1 or I otter inside and outside. 11. Structures shall not be permitted within 10 feet of the spring line of any storm drainage pipe, or 15 feet our the top of any channel bank. 12. All catch basin grates shall be depressed 0.10 feet below pavement level. 13. Open cut road crossings through existing public right of way will not be allowed unless specifically approved IIy City of Renton Planning/Building /Public Works Administrator. 14. Rock for erosion protection of roadside ditches, where required, shall be of sound quarry rook placed to a dlpih of one (1) foot and must meet the following specifications: 4 - 8 inch rock / 40 - 70 % passing; 2 - 4 inch rock / 30 - 40 % passing; and less than 2 inch rock / 10 - 20 % passing. REVISION $Um D. CNW xDwx�oxrw xe reea°J'ioe, DESIGNED. lSK DPAWN: k DATUM D: LSI< BY DATE APPR eee: ai NLL SGUE IF x0i OxE INg1 SGtE nCC0eWN0.Y 15. All building downspouts and footing drains shall be connected to the storm . drainage system, unless approved by the City plan reviewer or Surface Water Utility Section. An accurately dimensioned, certified as -built drawing of this drainage system will be submitted to the City upon completion. 16. Issuance of the building or construction permits by the City of Renton does not relieve the owner of the continuing legal obligation and /or liability connected with storm surface water disposition. Further, the City of Renton does not accept any obligation for the proper functioning and maintenance of the system prodded during construction. 17. The Contractor shall be responsible for prodding adequate safeguard, safety devices, protective equipment, Baggers, and any other needed actions to protect the life, health, and safety of the public, and to protect property in connection with the performance of work covered by the contract. Any work within the traveled right of way that may interrupt normal traffic flow shall require a traffic control plan approve by the Public Works Department, Transportation Systems Division. All sections of the VOLT Standard Specifications 1 -07 -23 Traffic Control shall apply. 18. Special drainage measures will be required if the project location is within the aquifer protection area (APA). 19. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS; A PRE - CONSTRUCTION MEETING MUST BE HELD tWTH THE CITY OF RENTON, PUBLIC WORKS DESIGN ENGINEER. 20. All limits of clearing and areas of vegetation preservation as prescribed on the don(s) shall be clearly flagged in the field and observed during construction. 21. All required sedimentation /erosion control facilities must be constructed and in operation prior to land clearing and /or construction to ensure that sediment laden water does not enter the natural drainage system. All erosion and sediment facilities shall be maintained in a satisfactory condition until such time that clearing and /or construction is complete and potential for on -site erosion has passed. The implementation, maintenance, replacement and additions to erosiar /sedimentation control systems shall be the responsibiity, of the permitee. 22. The erosion and sedimentation control systems depicted on this drawing are intended to be minimum requirements to meet anticipated site conditions. As construction progresses and unexpected or seasonal conditions dictate, the permitee shall anticipate that more erosion and sedimentation control facilities will be necessary to ensure complete siltation control on the proposed site. During the course of construction, it shall be the obligation and responsibility of the Gametes to address any new conditions that may be created by the activities and to provide additional foalities, over and above minimum requirements, as may be needed, to protect adpcent properties and water quality of the receiving drainage system. 23. Approval of this plan is for erosion / sedimentation control only. It does not constitute an approval of storm drainage design, size nor location of pipes, restrictors channels o r retention t facilities. 24. During the time period of October let through April 30th, all project distributed soil areas greater than 5,000 square feet, that are to be left un- worked for more than 12 hours, shall be covered by mulch, sodding or plastic covering. 25, in any area which has been stripped of vegetation and where no further work is anticipated for a period 30 days or more, all disturbed areas must be immediately stabilized with mulching, grass planting or other approved erosion control treatment applicable to the time of year, Gross seeding alone will be acceptable only during the months of April through September, inclusive. Seeding may proceed, however, whenever it is in the interest of the penalties, but must be augmented with mulching, netting or other treatment approved by the City of Renton, outside the specified time period. 26. For all erosion /sedimentation control ponds where the dead storage depth exceeds 6 inches, a fence is required with a minimum height of three (3) feet, 3:1 side slopes. 27. A temporary gravel construction entrance, 24 feet x 50 feet x 8 inches of 4 to 6 inch quarry spells shell be located at all points of vehicular ingress and egress to the construction site. BY DATE: 5- 346602 BY� DATE: BY: BY: ! 1 1 1" '1 , DATE: & CITY OF LUU SHORT PLAT 2 -25-09 FOR LIN LUU Fl6DB0° "' A RENTON P>we DMw,NC X6 Planning /Building /Public works Dept. WATER &SEWER DETAILS 6 DRAINAGE NOTES 6 " s a: 6" SIDE SEWER AND BUILDING SEWER ri 0 a 60" ALLOWABLE MAX. FOR CAST IRON PIPE OR DUCTILE IRON PIPE. t- 6" SIDE OUTLET TEE SEWER MAIN 6 MIN. CQNCRETE BLOCKING ANGLE OF JEE AT MAIN OVER 25 ELEV[1R PROPERTY LINE 6' -0" FUTURE BUILDING SEWER � 2 "x 4" STUD SERVICE MARKER PAINT UPPER PORTION WHITE ANS STENCIL ON SIDE WORDING "SEWER" WITH 3" HIGH BLACK LETTERS. AND #6 WIRE WRAPPED AROUND THE STUD AND EXTENDED TO THE TOP OF THE STUD. UNLESS OTHERWISE APPROVED BY THE CITY, MAKE TAP THROUGH CAST IRON SADDLE SECURED TO SEWER MAIN NTH STAINLESS STEEL BANDS WHEN CONNECTING NEW SIDE SEWERS TO EXISTING MAIN, VITRIFIED CLAY, PLAIN AND REINFORCED CONCRETE, of PIPE AND Cl PIPE SEWER MAINS ARE TO BE CORE DRILLED NOTE: UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE A MINIMUM 2.5' COVER AT PROPERTY LINE OR 3 -5' LOWER THAN THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER. DL T 2�6, SIDE SEWER NTS 1. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTI`ATY OCCURS, A PRE - CONSTRUCTION MEETING MUST BE HE[) WITH THE CITY OF RENTON PLAN RENEWER. 2. All construction shah be in accordance with the 1996 Standard Specifications for Road, Bridge and Municipal Construction prepared by WSOOT and the American Public Works Association (APWA), as amended by the City of Renton Public Works Deportment. 3. The surface water drainage system shall be consin:cted according to the approved plans, which are on file In the Public Works Department. Any deviation from the approved plans will require written approval from ':he City of Renton Public Works Department, Surface Water Utility Section. 4. A copy of these approved plans must be on the job site whenever construction is in progress. 5. Datum shall be NAVD 88 unless otherwise opprovec by the City of Renton Public Works Department. Referem a benchmark and elevations are noted on the plans. 6. All sedimentation /erosion facilities must be in operation prior to clearing and building construction, and they oust be satisfactorily maintained until construction he completed and the potential for on -site erosion has l:ossed. 7. All retention /detention facilities must be installed and in operation prior to or in connnction with all constitution activity unless otherwise approved by the Public Works Department, Surface Water Utility Section. 8. Gross seed may be applied by hydroseeding. The crass seed mixture, other than City of Renton approved stI Moral mixes, shell be submitted by a Landscape Architect and approved by the Public Works Department, Surface Water Utility Section. 9. All pipe and appurtenances shall be laid on a Properly prepared foundation in accordance with Section 7- 02.1(1) of the current State of Washington Standard Specification for Road and Bridge Construction. This shall include necessary leveling of the trench bottom or th,t top of the foundation material, as well as placement and compaction of required bedding material, to uniform grade so that the entire length of the pipe will be supported on a uniformly dense, unyielding base. All pipe bedding shall be APWA Class "C ", with the exception of PVC pipe. All trench bockfill shall be compacted to minimum 95% for pavement and structural fill and 90% otherwise per ASTM D- 1557 -70. Pea gravel bedding shall be 6 'Inches over and under PVC pipe. 10. Galvanized steel pipe and aluminized steel pipe for of drainage facilities shall have asphalt treatment #1 or I otter inside and outside. 11. Structures shall not be permitted within 10 feet of the spring line of any storm drainage pipe, or 15 feet our the top of any channel bank. 12. All catch basin grates shall be depressed 0.10 feet below pavement level. 13. Open cut road crossings through existing public right of way will not be allowed unless specifically approved IIy City of Renton Planning/Building /Public Works Administrator. 14. Rock for erosion protection of roadside ditches, where required, shall be of sound quarry rook placed to a dlpih of one (1) foot and must meet the following specifications: 4 - 8 inch rock / 40 - 70 % passing; 2 - 4 inch rock / 30 - 40 % passing; and less than 2 inch rock / 10 - 20 % passing. REVISION $Um D. CNW xDwx�oxrw xe reea°J'ioe, DESIGNED. lSK DPAWN: k DATUM D: LSI< BY DATE APPR eee: ai NLL SGUE IF x0i OxE INg1 SGtE nCC0eWN0.Y 15. All building downspouts and footing drains shall be connected to the storm . drainage system, unless approved by the City plan reviewer or Surface Water Utility Section. An accurately dimensioned, certified as -built drawing of this drainage system will be submitted to the City upon completion. 16. Issuance of the building or construction permits by the City of Renton does not relieve the owner of the continuing legal obligation and /or liability connected with storm surface water disposition. Further, the City of Renton does not accept any obligation for the proper functioning and maintenance of the system prodded during construction. 17. The Contractor shall be responsible for prodding adequate safeguard, safety devices, protective equipment, Baggers, and any other needed actions to protect the life, health, and safety of the public, and to protect property in connection with the performance of work covered by the contract. Any work within the traveled right of way that may interrupt normal traffic flow shall require a traffic control plan approve by the Public Works Department, Transportation Systems Division. All sections of the VOLT Standard Specifications 1 -07 -23 Traffic Control shall apply. 18. Special drainage measures will be required if the project location is within the aquifer protection area (APA). 19. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS; A PRE - CONSTRUCTION MEETING MUST BE HELD tWTH THE CITY OF RENTON, PUBLIC WORKS DESIGN ENGINEER. 20. All limits of clearing and areas of vegetation preservation as prescribed on the don(s) shall be clearly flagged in the field and observed during construction. 21. All required sedimentation /erosion control facilities must be constructed and in operation prior to land clearing and /or construction to ensure that sediment laden water does not enter the natural drainage system. All erosion and sediment facilities shall be maintained in a satisfactory condition until such time that clearing and /or construction is complete and potential for on -site erosion has passed. The implementation, maintenance, replacement and additions to erosiar /sedimentation control systems shall be the responsibiity, of the permitee. 22. The erosion and sedimentation control systems depicted on this drawing are intended to be minimum requirements to meet anticipated site conditions. As construction progresses and unexpected or seasonal conditions dictate, the permitee shall anticipate that more erosion and sedimentation control facilities will be necessary to ensure complete siltation control on the proposed site. During the course of construction, it shall be the obligation and responsibility of the Gametes to address any new conditions that may be created by the activities and to provide additional foalities, over and above minimum requirements, as may be needed, to protect adpcent properties and water quality of the receiving drainage system. 23. Approval of this plan is for erosion / sedimentation control only. It does not constitute an approval of storm drainage design, size nor location of pipes, restrictors channels o r retention t facilities. 24. During the time period of October let through April 30th, all project distributed soil areas greater than 5,000 square feet, that are to be left un- worked for more than 12 hours, shall be covered by mulch, sodding or plastic covering. 25, in any area which has been stripped of vegetation and where no further work is anticipated for a period 30 days or more, all disturbed areas must be immediately stabilized with mulching, grass planting or other approved erosion control treatment applicable to the time of year, Gross seeding alone will be acceptable only during the months of April through September, inclusive. Seeding may proceed, however, whenever it is in the interest of the penalties, but must be augmented with mulching, netting or other treatment approved by the City of Renton, outside the specified time period. 26. For all erosion /sedimentation control ponds where the dead storage depth exceeds 6 inches, a fence is required with a minimum height of three (3) feet, 3:1 side slopes. 27. A temporary gravel construction entrance, 24 feet x 50 feet x 8 inches of 4 to 6 inch quarry spells shell be located at all points of vehicular ingress and egress to the construction site. BY DATE: 5- 346602 BY� DATE: BY: BY: ! 1 1 1" '1 , DATE: & CITY OF LUU SHORT PLAT 2 -25-09 FOR LIN LUU Fl6DB0° "' A RENTON P>we DMw,NC X6 Planning /Building /Public works Dept. WATER &SEWER DETAILS 6 DRAINAGE NOTES 6 " s w z V w 0 a N H � NOTE: EX HOME SHALL REMOVE SEPTIC AND CONNECT TO SEWER STUB PRIOR TO RECORDING. 2�F LUU SHORT PLAT L O CA TED IN THE S.E. 114 OF THE S.E. I /4, OF SECTION 19, TOWNSHIP 23 NORTH, RANGE 5 E, W.M. KING COUNTY, WASHINGTON 224 � `� ROCKERY ._ _ _ _ _ _ _ \ W� Z�^ Y T 2so.DO' gLEpyR1 S &TNgSp pEp - - - - - -2- - - - PARK VIEWZ$HNPLATD 20' SANITARY SEWER EASEMENT 8" PVC SEWER PROVIDED REG. N0. 20070801000278 BY PARK VIEW SHORT PLAT I 5- --•- - - - - -_ 718 "Ss I EX 8 SS - - SEWER MANHOL c, I RIM = 225,36' L,n ®2.00 o MIIT' -- �s 8" P.V.C. W HOUSE I ' I.E.= 215.66 1' EAVES J OpERP�E TRPOj of E 10N NY+c, PC?, o ar M1p9 R coo? P 72�2p0 0 Io t05� SF FF =229.0 OpPL - 6 i a:4 2M1g EAST LN., WEST 70' i •" &coo LOT 15 76 5O0OM10 ° I 0 075-5 g ,� $ ' A I i RNSP NQ 200 I SIgE WER DTL 2 6 PIP 0 PVC 20' PROPOSED M . OX MIN INGRESS, EGRESS I e ryb o; AND UTILITY ti N89'SVALIV EASEMENT - - - - - - - - - _ _ _ _ _ _ _ �./ 26' PRIVATE ACCESS EASEMENT i I WEST LN., LOT 15 PER REC. NO. 200709 0 1871 X 1-05 O90 I CONCRETE ® EXISTING CB 2 IN 2.00 -0 1 _ - --- EXISTING CB 1 �i HOUSE 1 �� ACCESS RD PROVIDED BY I� 706 S. 23RD SL I AZDBPER, THE PARK VIEW' SP 1 PARCEL $722200 -0091 I e' I 2' EAVES L 5 1 � E501) o i I ,Op 10096 HO USE I i F.F. EL.= 230,3' 63o5(w0 m I BRICK PLANTER - --- I Ir" I Nor I R�f METER & SERVICE - - --- P0U REH4R ( © IFL /5%33467 W/raP I CONCRETE EX WM FOR I LOT 1 �1- --- 1-- 2s0.00'--- - - - - -- 0 0 0 - - -- 3---------------------- ® cY N86'56'564W 70.02 7 GAS GAS GAS- GAS GAS - GAS - GAS -- GAS L - -f _ ___ ____ i __ ss ______ - - - - - - - - _ - - - - - - _ - - - EX WATER (PAINT LINE) - - - - - - - - 1 -� - - - - - - - - - - _ - - - - - - - - - - - - - - - - EX WATER (PAINT LINE) _ _ _ - EDGE OF ASPHALT S.E. CORNER SEC. 19- 23N, -5E. "MONUMENT S E EDGE OF ASPHALT w Y _ FOUND MONUMENT !N CASE WITH TACK IN LEAD E END OF S. 23RD ST. PLUG AND PUNCH. 224 226 22B o w ® .232 N. 0575ENTO MONUMENT 1300542.7470 MON. 971160 N. 170576.8734E 1297883.4377 �,,., o., o.,, - WATER AND SEWER PLAN I" =20' NON Cramer Northwest Inc. ��oKR y�FP W _ �P� F AS 1 REVISIONS PER COR 6 I9 09 LSK 8/21 09 Ir ENGINEERS, SURVEYORS & PLANNERS 2 REVISIONS PER COR 9/21/09 LSK 9 24 09 945 N. CENTRAL, STE. #104, KENT, WA 98032 58049 (253)852 -4880 (local) or 1- (800)251 -0189 (toll free) (253)852 -4955 (fax) FC /S76R���x" E -MAIL: cnl@cromernw.com SrONAL NO. REVISION BY DATE APPR 'XEVI-se�o PIER .q-4 - ,9v r1_-r �QGfoR: �S Sanitary Sewer Notes and Specifications 1. NI work materals shall be In conformance with the standards and specification of the City of Renton Utility Department and the latest edition of the WSDOT /APWA Standards and Specification. 2. All construction shall be In accordance with 'Standard Specifications for Municipal Public Works Construction' prepared by Washington State Chapter American Public Works Association, latest edition (APWA) and City of Renton Standard Specifications, 3. NI 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. 4. Contractor is sdely responsible for the means, methods and sequences of construction and for the safety of workers and others on the construction cite. 5. It shall be the responsibility of the contractor to obtain street use and any other related permits prior to any construction. 6. Plans approved by the City of Renton, Public Works Department shall lake precedence over all other plots. 7. A copy of these approved plans must be on the yob site whenever construction is in progress. 8. The contractor shall provide the City of Renton with on are -built drawing of the sanitary sewer system, which has been stamped and signed by a Ikensed professiand engineer or licensed professional surveyor. 9. Bockfill shall be placed equally an both sides of the pipe in layers with a loose average depth of 6 inches, maximum depth of 8 inches, thoroughly tamping each layer to 95 percent of maximum density. These compacted layers must extend for one pipe diameter on each side of the pipe or to the side of the trench. Materials to complete the fill over pipe shall be the some as described. 10. Open cut road crossings for utility trenches on existing traveled roadway shall be backfired with crushed rock and mechanically compacted. Cuts into the existing asphalt shell be neatine cut with saw in a continuous line. A temporary mix patch must be placed Immediately after baddll and compaction. A permanent hot mix patch shall be placed within 10 days and shall be per City of Renton current standards, 11. Datum shall be City of Renton, 1988 NAM. 12. All disturbed areas shall be seeded and mulched or otherwise stabilized to the satisfaction of the Department for the prevention of on -site erosion after the completion of construction. 13. All pipe and a pp urtenances shall be laid on a property prepared foundaton In accordance with Section 7 of the current State of Washington Standard Specifications for Road and Bridge Construction. This shall include necessary levering of the trench bottom or the top of the foundation material, as well as placement and compaction of required bedding material, to uniform grade so that the entire length of the pipe will be supported on a uniformly dense, unyielding base. Pipe bedding shall be pea gravel 6 inches above and below the pipe. 14. Sanitary sewer pipe shall be polyvinyl chloride (PVC) rubber gasketed ASTM D 3034, SDR 35, or ductile !ran does X 15. In unimproved areas, manhole to extend minimum 6 inches and moxknum 12 inches above finished grade. In paved area, cover must slope in all directions to match paving. Water Utility Notes and Specifications 1. THESE NOTES SHALL APPEAR 1` PROICTS FOR THE WATER UTIJA 2 All work material shall be in conformance with the standards and specifications of the Cry of Renton Planning/Bulding/Public Works Department and the 1996 edition of the WSDOT /APWA Standards and Specifications, as approved and modified by the City of Renton In the Renton Standard Plans & Specifications. A set of approved plans shill be kept on site at all times during construction. 3. The hours of work in the street right of way shall be limited to 8:30 AM to 3:30 PM on weekdays unless otherwise approved in writing by the Public Works Department at (425) 430 -7301. The Police Department, Fire Department, and 911 shall be notified 24 hours in advance of any work In the right of way. 4. 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 800424 -5555. 5. An approved Traffic Control Plan is required to be submitted at the Pre - Construction meeting. 6. All watermain Pipe is to be cement lined ductile iron pipe conforming to AWWA CI10 and CIII 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 'pint. 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 noted on plans, and in accordance with ANSI/AWWA CI10/A21.10 -87. Cement lining shell be in accordance with ANSI /AWWA C104 /421 /4-90. If fittings are 3 to 12 inches in diameter and have mechanical joints, the fittings shall in accordance with either ANSI /AWWA CIID- A21.10 -87 or ANSI /AWWA C153/A21.53 -94. Three (3) inch to 12 inch diameter fittings, which have mechanical joints and /a flanged joints, shall be in accordance with ANSI/AWWA CIIO/A21.10.87 or a combination of ANSI/AWWA CIIO/A21.10.87 and ANSI /AWWA C153/A21.53 -94 such that the portion of the fitting with a mechanical joint(s) may be with ANSI/AWWA C153/A21.53 -94 and that portion of the fitting with flanged joints) shall be in accordance with AWWA C110/A21.10-87. Acceptance testing in accordance with section 53.53 of ANSI AWNA section 10 -4.3 of ANSI AWWA CI10 / cep g J / /A21.I0 -87 shall be obtained by the contractor and transmitted to the owner. & Gate vales shall be iron body, bronzed- mounted, double disc with bronze wedging device and O-ring staffing 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, Muria 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 pint inlet and a main valve opening (M.V.O.) of 5 -1/4 inch, two 2 -1/2 Inch hose nozzles with National Standard Threads 7 -1/2 threads per Inch and one 4 inch pumper nozzle with the new Seattle Pattern 6 threads per inch, 60 degrees V. Threads: outside diameter of mole thread 4.875 and root diameter 4.6263. Hydrants shag have a 1 -1/4 inch pentagon operating nut opened by turning counter clockwise (left). 10. The two 2 -1/2 Inch hose nozzles shall be fitted with cast iron threaded caps with operating nut of the some design and proportions as the hydrant stem nut Caps shall be fitted with suitable neoprene gaskets for positive water tightness under test pressures. ii. The 4 inch pumper nozzle shall be fitted with a Storz adapter, 4 inch Seattle Thread x 5 inch Storz. Storz adapter shall be forged and /or extruded 6061 -16 aluminum alloy, haralwat anodized. Threaded end portion shall have no lugs and two set screws 180 degrees spent. Storz face to be metal, no gasket to weather. Storz cap to have synthetic molded rubber gasket, and shag be attached to hydrant adapter with 1/8 inch, coated, stainless steel, aircraft cable. 12 Fire hydrants shall be painted with two coats of paint Preservative paint number 43 -655 safety yellow or approved equal. 13. Pumper connection to face roadway assembly. 14. Fite hydrants shall be installed per City of Renton Standard Dertal for fire hydrants, latest revision. 15, All watermains 10 inches and smaller to maintain a minimum cover of 36 Inches below finish grade, All wateanain 12 inches and larger shall be at a minimum of 48 Inches below finish grade. Where utility conflicts occur, wateimairs are to be lowered to dear. 16. All watermaks 6 inches and larger In diameter shall be donned with pipe cleaning 'PIGS' prior to disinfection. The 'Poly pigs sholl be Girard Industries Aqua Swd1 -AS a approved equal, 2 Ib /ou. ft. density foam with 90A durometer urethane rubber mating on the rear of 'PIG* only. 17. 'PIGS' shall be cylinder shaped with bullet nose or square end. The contractor will perform the clearing operation. 18. All wate mobs and services shall be pressure tested to a minimum of 200 pelt or 150 psi over operating pressure, In accordance with the specifications of the City of Renton and the Washington State Health Department. All pressure testing shell be done In the presence of a representative of the City of Renton. The quantity of water last from the main shall not exceed the number of gallons par hour as listed In City of Renton Standard Plans & Specifimtlons 7- 11.3(11). The loss in pressure shall not exceed 5 psi during the 2 hour test period 19. All watermahs and services shall be disinfected by the Injection of a 50 ppm (minimum concentration) chlorke /water solution. Dry Calcium Hypochlare shall NOT be placed in the pipe as lad. Chlorine shell be metered /injected In accordance with Section 7- 11.3(12)E or 7- 11.3(12)F of the Standard Specifications referenced above. 20. A pre- censtructkn 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 pia to starting new construction. 22. It shall be the contmctor s 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 opplicoNons, constructon permits, and payment of fees have been made to the City of Renton. 24. All connection to existing mains is to be accomplished by the City of Renton, except at taps, which may be made by approved wet tap contractors with prior approval fran the Public Works Department. All necessary excavation and materials are to be supplied by the contractor and be on-site prior to Cry notifications. 25. Inspection call be accomplished by a representative of the City of Renton. It shall be the mntmcta s responsibility to notify Development Services twenty four (24) hours in advance of backfiring all construction. The contractor, as well as the engineers, shall keep as -built drawings. 26. Contractor to provide plugs and temporary blow -off assemblies for testing and purity acceptance prior to final tie -in. 27. All pint restraint systems (shackle rods, nuts, bolts, etc) shall be as manufactured by the Star Manufacturing Company of Columbus Ohio, or ep1el, approved In writing by the Public Works Department 28. Asphalt and concrete skeet paving shall be sawcut to a minimum depth 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 minimum depth of two (2) inches or removed to an existing expansion pint 29. A temporary cold mix asphalt patch shall be prated on the day of initial excavation with a permanent, sealed patch to be placed, to City of Renton policy, within 10 days. Cali for subgrade inspection prior to placement of final patch. r 30. For City projects such as telemetry conduit, the PVC pipe used shall be All chemical process lines shall be schedule 80 PM Pipe. Schedule 40 In unimproved arms and schedule 80 PM pipe under improved areas. RECOMMENDED FOR APPROVAL BY: DATE; _Z Z IX S=346603 BY* DATE: - BY; DATE; rNW� $ CITY OF LUU SHORT PLAT ��2 -2s -09 LSK _¢ RENTON FOR uN LUU LSK o"e non" DATUM 0PAWK N0` `LSK ArwLLSwc� Planning /Building /Public Works Dept. WATER & SEWER PLAN] IF xor arc INW " N%Y AND NOTES SHEEP s � s a8) 0-3603 c� 3���0 sS Alt- N N N n o � ' b G a� ro � rt I- U) d. CL a. w a Z U W O a 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 1 -5/8" DRILLED HOLE FOR TDUCHREAD PIT LID (SEE DETAIL A -A) 9" MIN _ 12" MAX FINISH GRADE =1,---WAY IN UNIMPROVED RIGHT OF INSTALL =I TDUCHREAD WATER METER BOX AT ' PROPERTY LINE WITH 12" r' w' LONG COPPER TAILPIECE, w• 251 SUPPLIED BY THE 051 SIDEWALK ,�� �- CITY TYPE °K" SOFT ' CL ory PIPING LUU SHORT PLAT LOCATED IN THE S.E. 114 OF THE S.E. 1114, OF SECTION 19, TOWNSHIP 23 NORTH, RANGE 5 E, I KING COUNTY, WASHINGTON PRIVATE PIPING SLOOP DOWN TO CENTERLINE OF WATER MAIN TO PROVIDE SLACK IN COPPER SERVICE COPPERSETTER FOR 5/8 "x3J4" METER: FORD LINE TO METER. VSH72- 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 570P. FORD TAPERED THREAD COPPERSETTER FOR 1" METER: FORD VBH72- 15W- 44 -44G, OR (CC). QUICK JOINT McDONALD BRASS: 21- 415WCQQ44, OR MUELLER: 1 -B- 2470 -2 (3/4° F1000 -3 -0) OR AY MCDONALD 4701Q BOTH INLET AND OUTLET WITH PACK JOINT WITH GRIPPER. (1" F10OO -4 -12) OR AY MCDONALD 4701Q PADLOCK WINGS ON INLET ANGLE BALL VALVE AND SINGLE CHECK VALVE ON OUTLET. ALL PACK -JOINT 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 BOX. A -A ►m 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. !RILL 1 -5/5" DIA. HOLE FOR AMR AUTOMATIC METER READ) TOUCHREAD DEVICE 2 -1/2" MIN. FROM NEAREST AND FRONT EDGE OF PIT LID 3/4" & 1" WATER SERVICE ADOPTED CITY OF RENTON C■- srANnaRO runNs LST DATE:04 /04 DWG. NAME: 8106 SP PAGE:13106 DTL 116, 314" METER Sts SERVICE NTS Tq Cramer Northwest Inc. ENGINEERS, SURVEYORS & PLANNERS 945 N. CENTRAL, STE. #104, KENT, WA 98032 (253)852 -4880 (local) or 1- (800)251 -0189 (toll free) (253)852 -4955 (fax) E -MAIL: cril0cramernw.com Surface Water Drainage Notes and Specifications W.M. 6" BUILDING SEWER PIPE TEE WITH 6" SIDE OUTLET z 0 I W Z w 0 D: a 60" ALLOWABLE MAX. FOR CAST IRON PIPE OR DUCTILE IRON PIPE. 1:3:5 MIX CONCRETE BLOCKING `6" SIDE OUTLET TEE SEWER MAIN 6' MIN. CONCRETE BLOCKING ANGLE OF TEE AT MAIN OVER 25 ELEVATION PROPERTY LINE 11 i FUTURE BUILDING SEWER 2"x 4" STUD SERVICE MARKER PAINT UPPER PORTION WHITE ANS STENCIL ON SIDE WORDING 'SEWER' WITH 3" HIGH BLACK LETTERS. AND #6 WIRE WRAPPED AROUND THE STUD AND EXTENDED TO THE TOP OF THE STUD. UNLESS OTHERWISE APPROVED BY THE CITY, MAKE TAP THROUGH CAST IRON SADDLE SECURED TO SEWER MAIN WITH STAINLESS STEEL BANDS WHEN CONNECTING NEW SIDE SEWERS TO EXISTING MAIN. VITRIFIED CLAY, PLAIN AND REINFORCED CONCRETE, D1 PIPE AND C1 PIPE SEWER MAINS ARE TO BE CORE DRILLED � SEWER MAIN NOTE: UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE A MINIMUM 2.5' COVER AT PROPERTY LINE OR 3 -5' LOWER THAN THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER. DL T 216, SIDE SE WER NTS 1. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE - CONSTRUCTION MEETING MUST BE HELD NTH THE CITY OF RENTON PLAN RENEWER. 2. All construction shall be in accordance with the 1996 Standard Specifications for Road, Bridge and Municipal Construction prepared by WSDOT and the American Public Works Association (APWA), as amended by the City of Renton Public Works Department. 3. The surface water drainage system shall be constructed according to the approved plans, which are on Is in the Public Works Department. Any deviation from the approved plans will require written approval from the City of Renton Public Works Department, Surface Water Utility Section. 4. A copy of these approved plans must be on the job site whenever construction is In progress. 5. Datum shall be NAVD 88 unless otherwise approved by the City of Renton Public Works Department. Reference benchmark and elevations are noted on the plans. 6. All sedimentation /erosion facilities must be in operation prior to clearing and building construction, and they must be satisfactorily maintained until construction is completed and the potential for on -site erosion has passed. 7. All retention /detention facilities must be installed and in operation prior to or in conjunction with all construction activity unless otherwise approved by the Public Works Department, Surface Water Utility Section, 8. Grass seed may be applied by hydroseeding. The grass seed mixture, other than City of Renton approved sfi,ndard mixes, shall be submitted by a Landscape Architect and approved by the Public Works Department, Surface Water Utiity Section. 9. All pipe and appurtenances shall be laid on a properly prepared foundation in accordance with Section 7- 02.;(1) of the current State of Washington Standard Specification for Road and Bridge Construction. This shall include necessary leveling of the trench bottom or the top of the foundation material, as well as placement and compaction of required bedding material, to uniform grade so that the entire length of the pipe will be supported on a uniformly dense, unyielding base. All pipe bedding shall be APWA Class °C ", with the exception of PVC pipe. All trench backfill shall be compacted to minimum 95% for pavement and structural fill and 90% otherwise per ASTM D- 1557 -70. Pea gravel bedding shall be 6 inches over and under PVC pipe. 10. Galvanized steel pipe and aluminized steel pipe for all drainage facilities shall have asphalt treatment In or better inside and outside. 11. Structures shall not be permitted within 10 feet of the spring line of any storm drainage pipe, or 15 feet from the top of any channel bank. 12. All catch basin grates shall be depressed 0.10 feet below pavement level. 13. Open cut road crossings through existing public right of way will not be allowed unless specifically approved by City of Renton Planning/Building/Public Works Administrator. 14. Rock for erosion protection of roadside ditches, where required, shall be of sound quarry rock placed to a depth of one (1) foot and must meet the following specifications: 4 - 8 inch rock / 40 - 70 % passing; 2 - 4 inch rock / 30 - 40 % passing; and less than 2 inch rod( / 10 - 20 % passing. 9I NO. I REVISION NAM LSK F� 15. All building downspouts and footing drains shall be connected to the storm drainage system, unless approved by the City plan reviewer or Surface Water Utility Section. An accurately dimensioned, certified as -built drawing of this drainage system will be submitted to the City upon completion. 16. Issuance of the building or construction permits by the City of Renton does not relieve the owner of the continuing legal obligation and /or lability connected with storm surface water disposition. Further, the City of Renton does not accept any obligation for the proper functioning and maintenance of the system provided during construction, 17. The Contractor shdl be responsible for providing adequate safeguard, safety devices, protective equipment, loggers, and any other needed actions to protect the life, health, and safety of the public, and to protect property in connection with the performance of work covered by the contract. Any work within the traveled right of way that may interrupt normal troffic flow shall require a traffic control plan approve by the Public Works Department, Transportation Systems Division. All sections of the WSDOT Standard Specifications 1 -07 -23 Traffic Control shall apply. 18. Special drainage measures will be required if the project location is within the aquifer protection area (APA). 19. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE - CONSTRUCTION MEETING MUST BE HELD NTH THE CITY OF RENTON, PUBLIC WORKS DESIGN ENGINEER. 20. All limits of clearing and areas of vegetation preservation as prescribed on the plan(s) shall be clearly flagged in the field and observed during construction. 21. All required sedimentation /erosion control facilities must be constructed and in operation prior to land clearing and /or construction to ensure that sediment laden water does not enter the natural drainage system. All erosion and sediment facilities shall be maintained in a satisfactory condition untl such tine that dearing and /or construction is complete and potential for on -site erosion has passed. The implementation, maintenance, replacement and additions to erosion /sedimentation control systems shall be the responsibility of the permitee. 22. The erosion and sedimentation control systems depicted on this drawing are intended to be minimum requirements to meet anticipated site conditions. As construction progresses and unexpected or seasonal conditions dictate, the permitee shall anticipate that more erosion and sedimentation control facilities will be necessary to ensure complete siltation control on the proposed site. During the course of construction, it shall be the obligation and responsibility of the pennitee to address any new conditions that may be created by the activities and to provide additional facilities, over and above minimum requirements, as may be needed, to protect adjacent properties and water quality of the receiving drainage system. 23. Approval of this plan is for erosion /sedimentation control only. It does not constitute an approval of storm drainage design, size nor location of pipes, restrictors, channels, or retention faclities 24. During the time period of October 1st through April 301h, all project distnbuted soil areas greater than 5,000 square feet, that are to be left un- worked for more than 12 hours, shall be covered by mulch, sodding or plastic covering. 25. In any area which has been stripped of vegetation and where no further work is anticipated for a period 30 days or more, all disturbed areas must be immediately stabilked with mulching, grass planting or other approved erosion control treatment applicable to the time of year. Grass seeding alone will be acceptable only during the months of April through September, inclusive. Seeding may proceed, however, whenever it is in the interest of the pemnitee, but must be augmented with mulching, netting or other treatment approved by the City of Renton, outside the specified time period. 26. For all erosion/sedimentation control ponds where the dead storage depth exceeds 6 inches, a fence is required with a minimum height of three (3) feet, 3:1 side slopes. 27. A temporary gravel construction entrance, 24 feet x 50 feet x 8 inches of 4 to 6 inch quarry spoils shall be located at all points of vehicular ingress and egress to the construction site. l�Zf�i1�L'1 A.s - 131;1,4T /2GZO(eOS vmmu: luw + Xoiiz "' Tint lam CITY OF , RENTON _0�NE 1Nf1 ��__� DATUM n* wLL srru Planning /Building /Public Works Dept. Ii NOT INIE INGI EWE ICWRgNOLY (22 : 0- -.,3,T4,60Lf a4t, , .5 - 346604 a - RECOMMENDED FOR APPROVAL a /�� DATE- BYt,// DATE. - . BY: BY: LUU SHORT PLAT FOR LIN LUU DATE: DATE: w�E 2 -25 -09 FlEIDeapO PrEE WATER & SEWER DETAILS ( 6 DRAINAGE NOTES `•, v yT. Z ¢ TDUCHREAD WATER r� J °..�,. �> METER TO BE w' lv 36" MIN COVER cv SUPPLIED BY THE 12 ,�� �- CITY TYPE °K" SOFT ' f COPPER TUBING 22 -1/2 NEW DUCTILE IRON WATERMAIN IF SERVICE LINE TO HOUSE IS 3/4" OR 1° TO BE INSTALLED IN THE FUTURE GALVANIZED INSTALL FORD C14 -33 OR 44 FIDT PLUG x COMPRESSION COUPLING SLOOP DOWN TO CENTERLINE OF WATER MAIN TO PROVIDE SLACK IN COPPER SERVICE COPPERSETTER FOR 5/8 "x3J4" METER: FORD LINE TO METER. VSH72- 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 570P. FORD TAPERED THREAD COPPERSETTER FOR 1" METER: FORD VBH72- 15W- 44 -44G, OR (CC). QUICK JOINT McDONALD BRASS: 21- 415WCQQ44, OR MUELLER: 1 -B- 2470 -2 (3/4° F1000 -3 -0) OR AY MCDONALD 4701Q BOTH INLET AND OUTLET WITH PACK JOINT WITH GRIPPER. (1" F10OO -4 -12) OR AY MCDONALD 4701Q PADLOCK WINGS ON INLET ANGLE BALL VALVE AND SINGLE CHECK VALVE ON OUTLET. ALL PACK -JOINT 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 BOX. A -A ►m 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. !RILL 1 -5/5" DIA. HOLE FOR AMR AUTOMATIC METER READ) TOUCHREAD DEVICE 2 -1/2" MIN. FROM NEAREST AND FRONT EDGE OF PIT LID 3/4" & 1" WATER SERVICE ADOPTED CITY OF RENTON C■- srANnaRO runNs LST DATE:04 /04 DWG. NAME: 8106 SP PAGE:13106 DTL 116, 314" METER Sts SERVICE NTS Tq Cramer Northwest Inc. ENGINEERS, SURVEYORS & PLANNERS 945 N. CENTRAL, STE. #104, KENT, WA 98032 (253)852 -4880 (local) or 1- (800)251 -0189 (toll free) (253)852 -4955 (fax) E -MAIL: cril0cramernw.com Surface Water Drainage Notes and Specifications W.M. 6" BUILDING SEWER PIPE TEE WITH 6" SIDE OUTLET z 0 I W Z w 0 D: a 60" ALLOWABLE MAX. FOR CAST IRON PIPE OR DUCTILE IRON PIPE. 1:3:5 MIX CONCRETE BLOCKING `6" SIDE OUTLET TEE SEWER MAIN 6' MIN. CONCRETE BLOCKING ANGLE OF TEE AT MAIN OVER 25 ELEVATION PROPERTY LINE 11 i FUTURE BUILDING SEWER 2"x 4" STUD SERVICE MARKER PAINT UPPER PORTION WHITE ANS STENCIL ON SIDE WORDING 'SEWER' WITH 3" HIGH BLACK LETTERS. AND #6 WIRE WRAPPED AROUND THE STUD AND EXTENDED TO THE TOP OF THE STUD. UNLESS OTHERWISE APPROVED BY THE CITY, MAKE TAP THROUGH CAST IRON SADDLE SECURED TO SEWER MAIN WITH STAINLESS STEEL BANDS WHEN CONNECTING NEW SIDE SEWERS TO EXISTING MAIN. VITRIFIED CLAY, PLAIN AND REINFORCED CONCRETE, D1 PIPE AND C1 PIPE SEWER MAINS ARE TO BE CORE DRILLED � SEWER MAIN NOTE: UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE A MINIMUM 2.5' COVER AT PROPERTY LINE OR 3 -5' LOWER THAN THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER. DL T 216, SIDE SE WER NTS 1. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE - CONSTRUCTION MEETING MUST BE HELD NTH THE CITY OF RENTON PLAN RENEWER. 2. All construction shall be in accordance with the 1996 Standard Specifications for Road, Bridge and Municipal Construction prepared by WSDOT and the American Public Works Association (APWA), as amended by the City of Renton Public Works Department. 3. The surface water drainage system shall be constructed according to the approved plans, which are on Is in the Public Works Department. Any deviation from the approved plans will require written approval from the City of Renton Public Works Department, Surface Water Utility Section. 4. A copy of these approved plans must be on the job site whenever construction is In progress. 5. Datum shall be NAVD 88 unless otherwise approved by the City of Renton Public Works Department. Reference benchmark and elevations are noted on the plans. 6. All sedimentation /erosion facilities must be in operation prior to clearing and building construction, and they must be satisfactorily maintained until construction is completed and the potential for on -site erosion has passed. 7. All retention /detention facilities must be installed and in operation prior to or in conjunction with all construction activity unless otherwise approved by the Public Works Department, Surface Water Utility Section, 8. Grass seed may be applied by hydroseeding. The grass seed mixture, other than City of Renton approved sfi,ndard mixes, shall be submitted by a Landscape Architect and approved by the Public Works Department, Surface Water Utiity Section. 9. All pipe and appurtenances shall be laid on a properly prepared foundation in accordance with Section 7- 02.;(1) of the current State of Washington Standard Specification for Road and Bridge Construction. This shall include necessary leveling of the trench bottom or the top of the foundation material, as well as placement and compaction of required bedding material, to uniform grade so that the entire length of the pipe will be supported on a uniformly dense, unyielding base. All pipe bedding shall be APWA Class °C ", with the exception of PVC pipe. All trench backfill shall be compacted to minimum 95% for pavement and structural fill and 90% otherwise per ASTM D- 1557 -70. Pea gravel bedding shall be 6 inches over and under PVC pipe. 10. Galvanized steel pipe and aluminized steel pipe for all drainage facilities shall have asphalt treatment In or better inside and outside. 11. Structures shall not be permitted within 10 feet of the spring line of any storm drainage pipe, or 15 feet from the top of any channel bank. 12. All catch basin grates shall be depressed 0.10 feet below pavement level. 13. Open cut road crossings through existing public right of way will not be allowed unless specifically approved by City of Renton Planning/Building/Public Works Administrator. 14. Rock for erosion protection of roadside ditches, where required, shall be of sound quarry rock placed to a depth of one (1) foot and must meet the following specifications: 4 - 8 inch rock / 40 - 70 % passing; 2 - 4 inch rock / 30 - 40 % passing; and less than 2 inch rod( / 10 - 20 % passing. 9I NO. I REVISION NAM LSK F� 15. All building downspouts and footing drains shall be connected to the storm drainage system, unless approved by the City plan reviewer or Surface Water Utility Section. An accurately dimensioned, certified as -built drawing of this drainage system will be submitted to the City upon completion. 16. Issuance of the building or construction permits by the City of Renton does not relieve the owner of the continuing legal obligation and /or lability connected with storm surface water disposition. Further, the City of Renton does not accept any obligation for the proper functioning and maintenance of the system provided during construction, 17. The Contractor shdl be responsible for providing adequate safeguard, safety devices, protective equipment, loggers, and any other needed actions to protect the life, health, and safety of the public, and to protect property in connection with the performance of work covered by the contract. Any work within the traveled right of way that may interrupt normal troffic flow shall require a traffic control plan approve by the Public Works Department, Transportation Systems Division. All sections of the WSDOT Standard Specifications 1 -07 -23 Traffic Control shall apply. 18. Special drainage measures will be required if the project location is within the aquifer protection area (APA). 19. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE - CONSTRUCTION MEETING MUST BE HELD NTH THE CITY OF RENTON, PUBLIC WORKS DESIGN ENGINEER. 20. All limits of clearing and areas of vegetation preservation as prescribed on the plan(s) shall be clearly flagged in the field and observed during construction. 21. All required sedimentation /erosion control facilities must be constructed and in operation prior to land clearing and /or construction to ensure that sediment laden water does not enter the natural drainage system. All erosion and sediment facilities shall be maintained in a satisfactory condition untl such tine that dearing and /or construction is complete and potential for on -site erosion has passed. The implementation, maintenance, replacement and additions to erosion /sedimentation control systems shall be the responsibility of the permitee. 22. The erosion and sedimentation control systems depicted on this drawing are intended to be minimum requirements to meet anticipated site conditions. As construction progresses and unexpected or seasonal conditions dictate, the permitee shall anticipate that more erosion and sedimentation control facilities will be necessary to ensure complete siltation control on the proposed site. During the course of construction, it shall be the obligation and responsibility of the pennitee to address any new conditions that may be created by the activities and to provide additional facilities, over and above minimum requirements, as may be needed, to protect adjacent properties and water quality of the receiving drainage system. 23. Approval of this plan is for erosion /sedimentation control only. It does not constitute an approval of storm drainage design, size nor location of pipes, restrictors, channels, or retention faclities 24. During the time period of October 1st through April 301h, all project distnbuted soil areas greater than 5,000 square feet, that are to be left un- worked for more than 12 hours, shall be covered by mulch, sodding or plastic covering. 25. In any area which has been stripped of vegetation and where no further work is anticipated for a period 30 days or more, all disturbed areas must be immediately stabilked with mulching, grass planting or other approved erosion control treatment applicable to the time of year. Grass seeding alone will be acceptable only during the months of April through September, inclusive. Seeding may proceed, however, whenever it is in the interest of the pemnitee, but must be augmented with mulching, netting or other treatment approved by the City of Renton, outside the specified time period. 26. For all erosion/sedimentation control ponds where the dead storage depth exceeds 6 inches, a fence is required with a minimum height of three (3) feet, 3:1 side slopes. 27. A temporary gravel construction entrance, 24 feet x 50 feet x 8 inches of 4 to 6 inch quarry spoils shall be located at all points of vehicular ingress and egress to the construction site. l�Zf�i1�L'1 A.s - 131;1,4T /2GZO(eOS vmmu: luw + Xoiiz "' Tint lam CITY OF , RENTON _0�NE 1Nf1 ��__� DATUM n* wLL srru Planning /Building /Public Works Dept. Ii NOT INIE INGI EWE ICWRgNOLY (22 : 0- -.,3,T4,60Lf a4t, , .5 - 346604 a - RECOMMENDED FOR APPROVAL a /�� DATE- BYt,// DATE. - . BY: BY: LUU SHORT PLAT FOR LIN LUU DATE: DATE: w�E 2 -25 -09 FlEIDeapO PrEE WATER & SEWER DETAILS ( 6 DRAINAGE NOTES 1, r� J o � ' w stn 00 w' lv N a;o orb vsE/ 1 1,