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Home My WebLink AboutP_ Approved Seattle Pipe Trades CIVIL& LANDSCAPE PLANS U15005192_PR15000025 - FLATTENED.pdfSEATTLE PIPE TRADESSEATTLE PIPE TRADES EXPANSIONSEATTLE PIPE TRADES EXPANSION 595 Monster Road SW U:15005192LUA15-000344R-3914-TED-40-3914PR15-0000251COVER AND INDEX 525 MONSTER RD. SW, SUITE 100, RENTON, WA 98057 PROJECT#: U15005192 SEATTLE PIPE TRADES EXPANSION A PORTION OF THE NW 1 4 OF THE NW 1 4, SEC. 24, T 23N, R 4E, W.M. PROJECT 001 PEAK RATE EXISTING SITE NOTE: THE CITY HAS DETERMINED THAT A WASHINGTON DEPARTMENT OF ECOLOGY PERMIT MAY BE REQUIRED.BASED ON THE TOTAL DISTURBED AREA BEING GREATER THAN ONE ACRE IN TOTAL. A WAIVER MAY BE GRANTED. 1 CD SUBMITTAL TO CITY FOLLOWING PRESCREEN REVIEW DKS 2017-03-23 2 CD SUBMITTAL TO CITY FOLLOWING POSTSCREEN REVIEW DKS 2017-05-05 SURVEYOR DATUM: [COPIED FROM SURVEY] EDWIN J. GREEN JR., PLS NPDES WAR305449 SURFACE WATER UTILITY rstraka 06/01/2017 WASTEWATER UTILITY dchristen 06/01/2017 REGIONAL FIRE AUTHORITY cthomas 06/01/2017 APPROVED WATER UTILITY Abdoul Gafour 06/06/2017 DEVELOPMENT ENGINEERING rnair 06/08/2017 SEATTLE PIPE TRADESSEATTLE PIPE TRADES EXPANSIONSEATTLE PIPE TRADES EXPANSION 595 Monster Road SW U:15005192LUA15-000344R-3914-TED-40-3914PR15-0000252TEMPORARY EROSION AND SEDIMENTATIONCONTROL PLAN 002 EXSS E X S S EXSS~ SEE C3.0 FOR SS LINE IN THIS AREAIF NEEDED REMOVE EXSS LINE & SSMHRUN DIRECT LINE TO MISSNEW FH. 1 CD SUBMITTAL TO CITY FOLLOWING PRESCREEN REVIEW DKS 2017-03-23 2 CD SUBMITTAL TO CITY FOLLOWING POSTSCREEN REVIEW DKS 2017-05-05 THE CITY HAS DETERMINED THAT PHASING OFCONSTRUCTION DOES NOTELIMINATE THE NEED FOR A DOE SWPPP PERMIT SINCE MORE THAN ONE ACREWILL ULTIMATELY BE DISTURBED. CONTRACTOR SHALL OBTAIN PERMIT ORWAIVER PRIOR TO START OF CONSTRUCTION. IF MORE THAN ONE ACRE IS TOBE DISTURBED PROVIDE BAKER TANK OR SIMILAR TO TREAT RUNOFF ANDSEDIMENT. NEW PROPERTY LINE AFTER LLA. SURFACE WATER UTILITY rstraka 06/01/2017 DEVELOPMENT ENGINEERING rnair 06/08/2017 SEATTLE PIPE TRADESSEATTLE PIPE TRADES EXPANSIONSEATTLE PIPE TRADES EXPANSION 595 Monster Road SW U:15005192LUA15-000344R-3914-TED-40-3914PR15-0000253CITY OF RENTON STANDARDTEMPORARY EROSION DETAILS 003 1 CD SUBMITTAL TO CITY FOLLOWING PRESCREEN REVIEW DKS 2017-03-23 2 CD SUBMITTAL TO CITY FOLLOWING POSTSCREEN REVIEW DKS 2017-05-05 SURFACE WATER UTILITY rstraka 06/01/2017 DEVELOPMENT ENGINEERING rnair 06/08/2017 TOPO 'A'TOPO 'B'TOPO 'C'TOPO 'D'TOPO 'E'TOPO 'F'TOPO 'G'TOPO 'H'TOPO 'I'TOPO 'J'SEATTLE PIPE TRADES SEATTLE PIPE TRADES EXPANSIONSEATTLE PIPE TRADES EXPANSION595 Monster Road SWU:15005192LUA15-000344R-3914-TED-40-3914 PR15-000025 4 GRADING AND DRAINAGEPLAN004NOTE: ALL NEW PAVEMENT SHALL BE PERVIOUS ASPHALT.EXTG SD PER ADJ ASBUILTINFO. APPROX LOCATION.FIELD VERIFY AND PROTECTOR REROUTE.1 CD SUBMITTAL TO CITY FOLLOWING PRESCREEN REVIEW DKS 2017-03-23NEW BUILDING ADDITION2 CD SUBMITTAL TO CITY FOLLOWING POSTSCREEN REVIEW DKS 2017-05-05NEW PROPERTYLINE AFTER LLA.RESTORE AREA TONATURAL CONDITION IFDISTURBED.NEW PERVIOUS PAVEMENTFLOW CONTROL BMP PROVIDED = APPROX 25,000SFWATER QUALITY BMP PROVIDED = APPROX 25,000SFNOTE: FEMA ELEVATION CERTIFICATE IS REQUIRED FORBUILDING ADDITION.SURFACE WATER UTILITYrstraka 06/01/2017DEVELOPMENT ENGINEERINGrnair 06/08/2017 5STORMWATER SYSTEMPROFILESSEATTLE PIPE TRADESSEATTLE PIPE TRADES EXPANSIONSEATTLE PIPE TRADES EXPANSION 595 Monster Road SW U:15005192LUA15-000344R-3914-TED-40-3914PR15-000025MATCHLINE 4+25MATCHLINE 4+25005 1 CD SUBMITTAL TO CITY FOLLOWING PRESCREEN REVIEW DKS 2017-03-23 2 CD SUBMITTAL TO CITY FOLLOWING POSTSCREEN REVIEW DKS 2017-05-05 SURFACE WATER UTILITY rstraka 06/01/2017 DEVELOPMENT ENGINEERING rnair 06/08/2017 SEATTLE PIPE TRADESSEATTLE PIPE TRADES EXPANSIONSEATTLE PIPE TRADES EXPANSION 595 Monster Road SW U:15005192LUA15-000344R-3914-TED-40-3914PR15-0000256DRAINAGE DETAILS1 OF 2 R-3914-006 1 CD SUBMITTAL TO CITY FOLLOWING PRESCREEN REVIEW DKS 2017-03-23 1/4" 8" 2:1 MA X FINISH GRADE 6" MIN. BURY FOR TOE OF WALL6"4'-0"MAX. HT.4" CAP BLOCK (TYP) 4" PERFORATED PVC DRAIN PIPE WRAPPED IN 3/4" AGGREGATE AND FILTER FABRIC CRUSHED ROCK BACKFILL NTS BLOCK WALL - TYPICAL DETAIL 3'-6"BLOCK WALL NOTES 1.MINIMUM WALL EMBEDMENT IS 6". 2.SUBSURFACE SOIL TO BE COMPACTED TO 95% STANDARD PROCTOR. 3.ALL BACKFILL MATERIAL TO BE COMPACTED TO 95% STANDARD PROCTOR OR 92% MODIFIED PROCTOR. 4.APPLY CAP AND WALL ADHESIVE BETWEEN BLOCKS. 5.CONSULT THE RETAINING WALL SYSTEM MANUFACTURER FOR ADDITIONAL INFORMATION AND INSTALLATION INSTRUCTIONS. 6.GEOGRID IS TO BE PLACED ON LEVEL BACKFILL AND EXTENDED OVER THE FIBERGLASS PINS. PLACE NEXT UNIT PULL GRID TAUGHT AND BACKFILL. INSIDE AND OUTSIDE CORNERS AND JOINTS SHALL OVERLAP. 2 CD SUBMITTAL TO CITY FOLLOWING POSTSCREEN REVIEW DKS 2017-05-05 SURFACE WATER UTILITY rstraka 06/01/2017 DEVELOPMENT ENGINEERING rnair 06/08/2017 SEATTLE PIPE TRADESSEATTLE PIPE TRADES EXPANSIONSEATTLE PIPE TRADES EXPANSION 595 Monster Road SW U:15005192LUA15-000344R-3914-TED-40-3914PR15-0000257DRAINAGE DETAILS2 OF 2 007 1 CD SUBMITTAL TO CITY FOLLOWING PRESCREEN REVIEW DKS 2017-03-23 2 CD SUBMITTAL TO CITY FOLLOWING POSTSCREEN REVIEW DKS 2017-05-05 SURFACE WATER UTILITY rstraka 06/01/2017 DEVELOPMENT ENGINEERING rnair 06/08/2017 8SANITARY SEWER AND WATER MAINRELOCATION PLANSEATTLE PIPE TRADESSEATTLE PIPE TRADES EXPANSIONSEATTLE PIPE TRADES EXPANSION 595 Monster Road SW U:15005192LUA15-000344R-3914-TED-40-3914PR15-000025S-3914-001 W3914-001WWP-27-3914WTR-27-39141 CD SUBMITTAL TO CITY FOLLOWING PRESCREEN REVIEW DKS 2017-03-23NEW BUILDING ADDITION2 CD SUBMITTAL TO CITY FOLLOWING POSTSCREEN REVIEW DKS 2017-05-05 EXSS E X S S EXSS~ SEE NOTE A. BELOW AND IF NEEDED: NEW SS LINE TO AVOID NEW FH. 55LF 8" SS @ 1.4% SSMH 5016 SSMH 5018 NOTE A. CONTRACTOR SHALL LOCATE, Horizontally and vertically per City Note:Please show the existing sewer manholes and sewer mains in the plan. Add note on the plan.* “Pothole the existing sewer line GM04919 from SSMH5016 to SSMH5017 prior to installation of the new fire hydrant. If there if field conflict between the new fire hydrant and the existing sewer main and/or the sewer manhole, then a new sewer main is required to be provided from SSMH5018 to SSMH5016. Prior to the new sewer main from SSMH5018 to SSMH5016, cctv-ing of the existing sewer main between SSMH5016 and SSMH5017 and the existing sewer main between SSMH5017 and SSMH5018 is required to confirm that there are no existing utility service connections in these lines that will be impacted by the abandonment of these sewer lines.” SSMH 5017GMO 4919 WASTEWATER UTILITY dchristen 06/01/2017 WATER UTILITY Abdoul Gafour 06/06/2017 DEVELOPMENT ENGINEERING rnair 06/08/2017 9SANITARY SEWER AND WATER MAINPROFILESSEATTLE PIPE TRADESSEATTLE PIPE TRADES EXPANSIONSEATTLE PIPE TRADES EXPANSION 595 Monster Road SW U:15005192LUA15-000344R-3914-TED-40-3914PR15-000025S-3914-002 W-3914-002SWP-27-3914WTR-27-39141 CD SUBMITTAL TO CITY FOLLOWING PRESCREEN REVIEW DKS 2017-03-23 2 ~~ EXIST EXIST NOTE: USE C900 OR DI PIPE FOR SEWER IN LOCATIONS WHERE COVER LESS WTHAN 5 FEET. SEWER PIPING INSIDE BUILDING FOOTPRINT SHALL BE AS PER PLUMBING CODE REPLACE AS REQUIRED BY CONDITION OR CODE. 2 CD SUBMITTAL TO CITY FOLLOWING POSTSCREEN REVIEW DKS 2017-05-05 WASTEWATER UTILITY dchristen 06/01/2017 WATER UTILITY Abdoul Gafour 06/06/2017 DEVELOPMENT ENGINEERING rnair 06/08/2017 SEATTLE PIPE TRADESSEATTLE PIPE TRADES EXPANSIONSEATTLE PIPE TRADES EXPANSION 595 Monster Road SW U:15005192LUA15-000344R-3914-TED-40-3914PR15-00002510WATER SYSTEM NOTESWTR-27-3914W-3914-003 1 CD SUBMITTAL TO CITY FOLLOWING PRESCREEN REVIEW DKS 2017-03-23 2 CD SUBMITTAL TO CITY FOLLOWING POSTSCREEN REVIEW DKS 2017-05-05 WATER UTILITY Abdoul Gafour 06/06/2017 DEVELOPMENT ENGINEERING rnair 06/08/2017 SEATTLE PIPE TRADESSEATTLE PIPE TRADES EXPANSIONSEATTLE PIPE TRADES EXPANSION 595 Monster Road SW U:15005192LUA15-000344R-3914-TED-40-3914PR15-00002511UTILITY DETAILS1 OF 3WTR-27-3914W-3914-004 1 CD SUBMITTAL TO CITY FOLLOWING PRESCREEN REVIEW DKS 2017-03-23 2 CD SUBMITTAL TO CITY FOLLOWING POSTSCREEN REVIEW DKS 2017-05-05 WATER UTILITY Abdoul Gafour 06/06/2017 DEVELOPMENT ENGINEERING rnair 06/08/2017 SEATTLE PIPE TRADESSEATTLE PIPE TRADES EXPANSIONSEATTLE PIPE TRADES EXPANSION 595 Monster Road SW U:15005192LUA15-000344R-3914-TED-40-3914PR15-00002512UTILITY DETAILS2 OF 3WTR--27-3914W-3914-005 1 CD SUBMITTAL TO CITY FOLLOWING PRESCREEN REVIEW DKS 2017-03-23 2 CD SUBMITTAL TO CITY FOLLOWING POSTSCREEN REVIEW DKS 2017-05-05 WATER UTILITY Abdoul Gafour 06/06/2017 DEVELOPMENT ENGINEERING rnair 06/08/2017 SEATTLE PIPE TRADESSEATTLE PIPE TRADES EXPANSIONSEATTLE PIPE TRADES EXPANSION 595 Monster Road SW U:15005192LUA15-000344R-3914-TED-40-3914PR15-00002513UTILITY DETAILS3 OF 3SWP-27-3914W-3914-006 1 CD SUBMITTAL TO CITY FOLLOWING PRESCREEN REVIEW DKS 2017-03-23 2 CD SUBMITTAL TO CITY FOLLOWING POSTSCREEN REVIEW DKS 2017-05-05 WASTEWATER UTILITY dchristen 06/01/2017 DEVELOPMENT ENGINEERING rnair 06/08/2017 ’’ “”’SEATTLE PIPE TRADESSEATTLE PIPE TRADES EXPANSIONSEATTLE PIPE TRADES EXPANSION 595 Monster Road SW U:15005192LUA15-000344R-3914-TED-40-3914PR15-00002514CIVIL NOTES 008 Surface Water Standard Plan Notes 1. These notes shall appear on projects for the surface water utility. 2. Before any construction or development activity occurs, a pre-construction meeting must be held between the City of Renton plan review section and the applicant. 3. All design and construction shall be in accordance with the Renton Municipal Code (RMC), the latest edition of the Standard Specifications for Road, Bridge and Municipal Construction prepared by WSDOT and the American Public Works Association (APWA), as amended by the City of Renton Public Works Department. It shall be the sole responsibility of the applicant and the professional civil engineer to correct any error, omission or variation from the above requirements found in this plans. all corrections shall be at no additional cost to the City. 4. Approval of this road, grading, parking and drainage plan does not constitute an approval of any other construction (e.g. domestic water conveyance, sewer conveyance, gas, electrical. etc.) The surface water drainage system shall be constructed according to the approved plans, which are on file in with the City. Any deviation from the approved plans will require written approval from the City of Renton Public Works Department, Surface Water Utility Section. 5. A copy of these approved plans must be on the job site whenever construction is in progress. 6. Grading activities (site alteration) are limited to the hours of 7 a.m. to 7 p.m. Monday through Saturday and no work on Sunday is allowed, unless otherwise approved with a written decision by the City of Renton. 7. It shall be the applicant’s/contractor’s responsibility to obtain all construction easements necessary before initiating off-site work. Easements require City review and approval prior to construction. 8. Franchised utilities or other installations that are not shown on these approved plans shall not be constructed unless an approved set of plans that meet all requirements of Chapter 4 of the Surface Water Design Manual are submitted to the City of Renton. 9. Datum shall be NAVD 88 unless otherwise approved by the City of Renton. Reference benchmark and elevations are noted on the plans. 10. Any dewatering system necessary for the construction of stormwater facilities must be submitted to the City for review and approval. 11. All utility trenches and roadway subgrade shall be backfilled and compacted to 95 percent density, standard proctor. 12. Open cutting of existing roadways for non-franchised utility or storm drainage work is not allowed unless specifically approved by the City of Renton and noted on these approved plans. Any open cut shall be restored in accordance with the City of Renton trench restoration standards. 13. 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. 14. 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. 15. All pipe and appurtenances shall be laid on a properly prepared foundation in accordance with 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. 16. Steel pipe shall be aluminized, or galvanized with asphalt treatment #1 or better inside and outside. 17. All drainage structures, such as catch basins and manholes shall have solid locking lids. All drainage structures associated with a permanent retention/detention facility shall have solid locking lids. 18. Building and other structures shall be placed in accordance with Table 4.1 Easement Widths and Building Setbacks Lines. 19. All catch basin grates shall be depressed 0.10 feet below pavement level. 20. All driveway culverts located within City of Renton right-of-way shall be of sufficient length to provide a minimum 3:1 slope from the edge of the driveway to the bottom of the ditch. Rock for erosion protection of roadside ditches, where required, shall be of sound quarry rock placed to a depth of one (1) foot and must meet the following specifications: 4 - 8 inch rock / 40 - 70% passing; 2 - 4 inch rock / 30 - 40% passing; and less than 2 inch rock / 10 - 20% passing. 21. 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. 22. Drainage outlets (stub-outs) shall be provided for each individual lot, except for those lots approved for infiltration by the City. Stub-outs shall conform to the following: a. Each outlet shall be suitably located at the lowest elevation on the lot, so as to service all future roof downspouts and footing drains, driveways, yard drains, and any other surface or subsurface drains necessary to render the lots suitable for their intended use. Each outlet shall have free-flowing, positive drainage to an approved stormwater conveyance system or to an approved outfall location. b. Outlets on each lot shall be located with a five-foot-high, 2" x 4" stake marked "storm" or "drain". The stub-out shall extend above surface level, be visible, and be secured to the stake. c. Pipe material shall conform to underdrain specifications described in Chapter 4 of the Surface Water Design Manual and, if non-metallic, the pipe shall be placed in a trench with a tracing wire above or other acceptable detection. d. Private drainage easements are required for drainage systems designed to convey flows through individual lots. e. The applicant/contractor is responsible for coordinating the locations of all stubout conveyance lines with respect to other utilities (e.g. power, gas, telephone, television). f. All individual stub-outs shall be privately owned and maintained by the lot home owner. g. Storm drainage pipe systems shall not penetrate building foundations, except for sump pump discharge lines used to drain crawl spaces, provided the sump pump system includes backflow prevention or a check valve. 23. All disturbed pervious areas (compacted, graded, landscaped, etc.) of the development site must demonstrate one of the following: The existing duff layer shall be staged and redistributed to maintain the moisture capacity of the soil, OR; Amended soil shall be added to maintain the moisture capacity. 24. Proof of liability insurance shall be submitted to the City prior to construction permit issuance. 25. 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 provided during construction. 26. The Contractor shall be responsible for providing adequate safeguard, safety devices, protective equipment, flaggers, and any other needed actions to protect the life, health, and safety of the public, and to protect property in connection with the performance of work. Any work within the traveled right-of-way that may interrupt normal traffic flow shall require a traffic control plan approve by the Public Works Department, Transportation Systems Division. All sections of the WSDOT Standard Specifications 1-07-23 Traffic Control shall apply. 27. Project located within the aquifer protection area (APA) shall comply with Special Requirement #6 of the Surface Water Design Manual and Aquifer Protection Regulations (RMC 4-3-050). 1 CD SUBMITTAL TO CITY FOLLOWING PRESCREEN REVIEW DKS 2017-03-23 2 CD SUBMITTAL TO CITY FOLLOWING POSTSCREEN REVIEW DKS 2017-05-05 SURFACE WATER UTILITY rstraka 06/01/2017 DEVELOPMENT ENGINEERING rnair 06/08/2017 SEATTLE PIPE TRADESSEATTLE PIPE TRADES EXPANSIONSEATTLE PIPE TRADES EXPANSION 595 Monster Road SW U:15005192LUA15-000344R-3914-TED-40-3914PR15-00002516CIVIL DETAILS 010 1 CD SUBMITTAL TO CITY FOLLOWING PRESCREEN REVIEW DKS 2017-03-23 -7.0 155 I. SUBGRADE COMPACTION 90% MDD. UTILITY TRENCHES SHALL BE COMPACTED TO 95% MDD. 2 CD SUBMITTAL TO CITY FOLLOWING POSTSCREEN REVIEW DKS 2017-05-05 SURFACE WATER UTILITY rstraka 06/01/2017 DEVELOPMENT ENGINEERING rnair 06/08/2017 SEATTLE PIPE TRADESSEATTLE PIPE TRADES EXPANSIONSEATTLE PIPE TRADES EXPANSION 595 Monster Road SW U:15005192LUA15-000344R-3914-TED-40-3914PR15-00002517CIVIL SITESECTIONS 011 1 CD SUBMITTAL TO CITY FOLLOWING PRESCREEN REVIEW DKS 2017-03-23 2 CD SUBMITTAL TO CITY FOLLOWING POSTSCREEN REVIEW DKS 2017-05-05 DEVELOPMENT ENGINEERING rnair 06/08/2017 CURRENT PLANNING jding 06/08/2017 CURRENT PLANNING jding 06/08/2017 CURRENT PLANNING jding 06/08/2017 CURRENT PLANNING jding 06/08/2017 CURRENT PLANNING jding 06/08/2017 CURRENT PLANNING jding 06/08/2017 CURRENT PLANNING jding 06/08/2017