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Home My WebLink AboutS-346604I- 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,