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HomeMy WebLinkAboutzR-3945SetLO qqt O7 M O 0 LU z r) C1 Q z Q rr a LU rr z Q Q T LL O T 2 a W Q Z L, Basis of Bearing: GRID NORTH. BASED UPON GLOBAL POSITIONING SYSTEM (GPS) LAMBERT GRID WASHINGTON STATE NORTH ZONE COORDINATES. THE NORTH AMERICAN DATUM OF 1983/2011 (NAD 83/2011 EPOCH 2O10.00) GRID COORDINATES WERE FOUND TO BE 165409.10 / 1303018.82 AT AN 'Y' ON A BRASS DISC AT THE NORTH QUARTER CORNER OF SECTION 32, TOWNSHIP 23 NORTH, RANGE 5 EAST OF THE WILLAMETTE MERIDIAN. THE INVERSE OF BOTH THE SEA LEVEL CORRECTION FACTOR OF 1.0000106598 AND THE GRID SCALE FACTOR OF 0.9999844500 WAS APPLIED TO THE GRID COORDINATES FOR SHOWN GROUND DISTANCES. Vertical Datum: BASE: COR 2139: FOUND 3" BRASS DISC STAMPED "KC-F-8A 1993" IN LIGHT STANDARD BASE ON EAST SIDE OF 108TH AVE SE, IN FRONT OF AUTO SUPPLY STORE. ELEVATION 400.99 FEET (NAVD 88) City COR #1866 of Renton Control: N=165408.895 COR E=1303018.769 COR N=165409.097 MEAS E=1303018.816 MEAS N=162674.212 COR E=1305612.474 COR N=162674.387 MEAS E=1305612.560 MEAS Descri-tlon: PARCEL A: THE NORTH 120 FEET OF THE SOUTH 392 FEET OF THE NORTH SIX -TENTHS (6/10) OF THE WEST HALF OF THE WEST HALF OF THE NORTHWEST QUARTER OF THE NORTHEAST QUARTER OF SECTION 32, TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON; EXCEPT THAT PORTION THEREOF LYING WITHIN 108TH AVENUE SOUTHEAST AS ESTABLISHED UNDER RECORDING NOS.8105220768, 791766 AND 6601867. PARCEL B: THE WEST 160 FEET OF THE NORTH 12 FEET OF THE SOUTH 272 FEET OF THE NORTH SIX -TENTHS (6/10) OF THE WEST HALF OF THE WEST HALF OF THE NORTHWEST QUARTER OF THE NORTHEAST QUARTER OF SECTION 32, TOWNSHP 23 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON; EXCEPT THAT PORTION THEREOF LYING WITHIN 108TH AVENUE SOUTHEAST AS ESTABLISHED UNDER RECORDING NOS.8105220768, 791766 AND 6601867. PARCEL C: THE NORTH 12 FEET OF THE SOUTH 272 FEET OF THE NORTH SIX -TENTHS (6/10) OF THE WEST HALF OF THE WEST HALF OF THE NORTHWEST QUARTER OF THE NORTHEAST QUARTER OF SECTION 32, TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON; EXCEPT THE WEST 160 FEET THEREOF. Drainage Areas Summary (Square Feet) Site area 37197 Offsite Driveway 698 108th Avenue SE ROW 1865 109th Avenue SE ROW 526 Total Development Area 40286 Existing Conditions Resta u ra nt BI dg Roof 5011 Exposed Walkways (non -pollution generating) 1399 Existing Asphalt Pavement (pollution generating) 19616 108th Avenue SE ROW Si dews I k 1089 Total impervious area 27115 Total pervious area 13171 Proposed Conditions Exist Restaurant Roof 5011 New Res tau rant Roof 4022 Exist Exposed Walkways (non -pollution generating_ 1399 New Exposed Wa I kways (non-poI I uti on generati ng) 160 Replaced imp Pvmt & vault (pollution generating) 2770 Prop. Permea bl e Pa rki ng (poI I uti on generati ng) 13706 108th Avenue SE Sidewalk & Driveway 1460 Landscape 11758 Total Hardscape area 28528 Total pervious area 11758 New/Replaced Impervious area 28528 New/Replaced water Quality area 16476 A portion of the NW 1/4 of the NE 1/4 of Section 32, Township 23 N. , Range 5 E. , W.M. City of Renton, King County, Washington The Asian Restaurant Addition Site Plan, File No. LUA16-00230, as depicted in Exhibit 3, is approved and is subject to the following conditions: 1. The applicant shall submit a revised landscaping plan that relocates the newly proposed trees and shrubs onto the subject property and not ROW. The revised landscape plan shall be submitted to and approved by the Current Planning Project Manager prior to construction permit approval. 2. The applicant shall submit a revised landscaping plan that confirms all internal landscaping planters are a minimum width of 5-feet, not including the curb. The revised landscape plan shall be submitted to and approved by the Current Planning Project Manager prior to construction permit approval. 3. The applicant shall submit a revised site plan that confirms the compact parking spaces meet the dimensional requirements or revise the site plan to ensure compact spaces meet the minimum 8.5' by 16' dimension. The revised site plan shall be submitted to and approved by the Current Planning Project Manager prior to building permit approval. 4. The applicant provide detail cut sheets with the revised landscaping plan for the fencing along the eastern property line that identifies the type of fence and confirms the fence meets the maximum height requirement. The cut sheets and revised landscape plan shall be submitted to and approved by the Current Planning Project Manager prior to construction permit approval. 5. The applicant shall submit a revised site plan that provides a delineated connection from the building entrance through the western parking lot area and to the public sidewalk along 108th Ave SE. The connection through the parking lot shall be a material variation from the asphalt, such as stamped concrete, pavers, or comparable and a minimum of 5-feet in width. The revised site plan shall be submitted to and approved by the Current Planning Project Manager prior to construction permit approval. 6. The applicant shall submit elevation plans for the refuse and recycling enclosure that provides details of the perimeter structure, roof, and self -closing door mechanism. The enclosure materials shall consist of masonry, ornamental metal or wood, or combination of the three. The materials shall also be consistent with the architecture of the building. Elevations shall be submitted to the Current Planning Project Manager for review and approval prior to building permit approval. 7. The applicant shall submit a revised landscaping plan that provide at least two planters at building entrances facing 108th Ave SE. Additionally, the plan shall also provide planters appropriately spaced along the pedestrian pathway abutting the surface parking spaces along the street facing (west) fapade to provide a barrier between the vehicles and pedestrian area. The revised plan shall be submitted to the Current Planning Project Manager for review and approval prior to building permit approval. 8. The applicant shall submit revised site and landscape plans that provide outdoor seating meeting the standards of the Pedestrian Amenities design section. The revised plans shall be submitted to the Current Planning Project Manager for review and approval prior to building permit approval. 9. The applicant shall submit revised site and elevation plans that clearly identifies the existing overhead weather protection along the mid -section of the building meets the 4.5-foot minimum width requirement along the street facing (west) facade. If the existing weather protection does not meet the width requirement, the applicant will be responsible to provide a modified design for the mid -section to comply with this pedestrian amenity standard. The site and elevation plans shall be submitted to the Current Planning Project Manager for review and approval prior to building permit approval. 10. The applicant shall submit revised elevation plans that provide building mounted lighting fixtures to provide pedestrian level lighting and architectural interest to the building along the street facing (west) fapade. The revised elevation plans shall be submitted to the Current Planning Project Manager for review and approval prior to building permit approval. 11. The applicant shall submit revised elevations plans for the street facing (west) facade that either extend the southern parapet vertically to match the northern parapet or provide each parapet a projected cornice. Additionally, the applicant shall provide a detail cut sheet of the mechanical screening, which shall be consistent in color and material as the street facing facade. The revised elevation plan shall be submitted to the Current Planning Project Manager for review and approval prior to building permit approval. 12. The applicant shall submit a lighting plan that provides pedestrian scale lighting in and around the buiilding and that adequately provides public safety without casting excessive glare on the adjacent properties. The lighting plan shall be submitted to the current planning project manager for review and approval prior to building permit approval. 13. The applicant shall submit a revised utilities plan that provides the curb line in its existing location and adds an 8' planter strip and 8' sidewalk along the subject property's 108th Avenue SE frontage. The landscape plan shall also be revised to show approved street trees planted within 8-foot planter strip. The utilities and landscape plan shall be submitted to civil plan reviewer for review and approval for construction permit approval. 14. The applicant shall dedicate 10-foot along the subject property's 109th Avenue SE frontage. The dedication shall be submitted to the civil plan reviewer and completed prior to building permit issuance. SHEET INDEX C 0 OF 15 COVER SHEET C01 OF 15 STANDARD NOTES C 02 OF 15 H OR ZON TAL CONTROL C 1 OF 15 CLEAR NG & TESC PLAN C 1.1 OF 15 TESC DETA LS C2 OF 15 PAV NC AND GRAD NC PLAN C2.1 OF 15 PAV NG AND GRAD NG DETA LS C3 OF 15 COMPOS TE UT T ES PLAN C3.1 OF 15 DETENT ON SYSTEM DETA LS C3.2 OF 15 DRA NAGE DETA LS C3.3 OF 15 SEWER DETA LS C3.4 OF 15 WATER DETA LS r � E!lkl_ •� • r, /III, � .. d 4 SITE DATA: TAX PARCEL/PLAT NUMBER: 3223059119 PROJECT ADDRESS(ES): 17630 108TH AVENUE SE RENTON, WA 98055 SITE AREA: 37,197 SF (0.85 AC.) DISTURBED AREA: 37,895 SF (0.87 AC.) GROSS IMPERVIOUS AREA: 27,761 SF (0.64 AC.) NET NEW IMPERVIOUS AREA: 17,169 SF (0.39 AC.) IMPERVIOUS SURFACE COVERAGE BASED ON GROSS IMPERVIOUS AREA (%): 63.4% BUILDING COVERAGE: 24.3% BUILDING SIZES (SF): 9,033 SF PARKING COUNT (VEHICLE AND BICYCLE): 40 / 7 BIKE NET DENSITY: 10 TO 30 DU./NET AC. ZONING (INCLUDE ALLOWED CA ZONE IMPERVIOUS SURFACE AND 65% ALLOWED IMPERV MAX ALLOWED BUILDING SURFACE. ALLOWED COVERAGE PER ZONING): BLDG COVER 65% SETBACKS: FRONT YARD MIN. 15- 20' MAX. SIDE YARD N. NONE REQD. SIDE YARD S. NONE REQD. SIDE YARD AT RES. 15' MIN. REAR YARD NONE REQD. -3 r > Oman ■ ■ ■sl�I�� CONTACT INFORMATION: OWNER: WENTIAN LAN NEWLAN INVESTMENTS, LLC. 17630 108TH AVENUE SE RENTON, WA 98055 (206) 495-8313 ARCHITECT: GENG TAN, AIA ATLAS ARCHITECTS 5280 HIGHLAND DRIVE BELLVUE, WA 98006 (206) 488-3688 LANDSCAPE ARCHITECT: NEIL BUCHANAN, ASLA GHA LANDSCAPE ARCHITECT 1417 NE 80TH STREET SEATTLE, WA 98115 (206)-522-2334 CIVIL ENGINEER; SHAILESH TATU, PE TATU CONSULTING ENGINEERS 548 FRONT STREET SOUTH, STE. 100 ISSAQUAH, WA 98027 (206) 900-4899 SURVEYOR: STEVE WOODS, PLS CONTOUR ENGINEERING, PLLC 4706 97TH STREET NW GIG HARBOR, WA 98332 (253) 857-5454 R-394516 q;� IN COMPLIANCE WITH CITY OF RENTON STANDARDS A l OF 15 ARCH TECTURAL STE PLAN 10 , � L1 OF 15 LANDSCAPE STE PLAN `ionw� SV 1 OF 15 TOPOGRAPH C & BOUNDARY SURVEY 0710B/2021 SURVEYED: SCALE: SEE SEE PLAN VERTICAL NAVD 83/1 HORIZONTAL: NAD 1983/1991 C TY 0 E ASIAN RESTAURANT ADDITION DATE: 05BOOK: 1 FIELDBOOK: DESIGNED: TATU, PE 15 =� RENTON 17630 108TH AVENUE SE' RENTON, WA 98055 PAGE: DRAWN: DRAWING NO: ST ONE INCH DATUM Planning/Building/Public Works Dept. R-394501 SITE DATA, SHEET INDEX, & VICINITY MAP COVER SHEET / 1 - O V CHECKED: AT FULL SCALE NOT ONE INCH ALE ACCORDINGLY SCALE NO. REVISION BY DATE APPR SHEET* OF: 1 15 APPROVED: It 100 O O Ir- O O O Cfl Q J z 0 0 Q z a a LU IIr z Q 0 W W Ld z L, co co O W I - Surface Water Standard Plan Notes A portion 0f the NW 1/4 0f the NE 1/4 0f Section 32, Township 23 N. , Range 5 ]E., W.M. City 0f Benson, ]King County, Washington Erosion Control Notes 1. These notes shall appear on projects for the surface water utility. 18. Building and other structures shall be placed in accordance with Table 4.1 1. These notes shall appear for all projects - site improvements, surface water utility, wastewater 2. Before any construction or development activity occurs, apre-construction meeting Easement Widths and Building Setbacks Lines. g 2. utility, water utility, and transportation plans: Before any construction or development activity occurs, apre-construction meeting must be held must be held between the City of Renton plan review section and the applicant. 19. All catch basin grates shall be depressed 0.10 feet below pavement level. with the City of Renton, public works design engineer. Z 3. All design and construction shall be in accordance with the Renton Municipal Code 20. All driveway culverts located within City of Renton right-of-way shall be of sufficient 3. The Boundaries of the clearing limits and areas of vegetation preservation as prescribed on the 0 (RMC), the latest edition of the Standard Specifications for Road, Bridge and length to provide a minimum 3:1 slope from the edge of the driveway to the bottom plan(s) shall be clearly flagged by survey tape or fencing in the field prior to construction in 0 Municipal Construction prepared by WSDOT and the American Public Works of the ditch. Rock for erosion protection of roadside ditches, where required, shall be accordance with Appendix D of the Surface Water Design Manual and observed during Q Association (APWA), as amended by the City of Renton Public Works Department. of sound quarry rock placed to a depth of one (1) foot and must meet the following construction. During the construction period, no disturbance beyond the clearing limits shall be It shall be the sole responsibility of the applicant and the professional civil engineer specifications: 4 - 8 inch rock / 40 - 70% passing; 2 - 4 inch rock / 30 - 40% passing; permitted. The clearing limits shall be maintained by the applicant/ESC supervisor for the duration Z to correct any error, omission or variation from the above requirements found in this and less than 2 inch rock / 10 - 20% passing. 4. S construction. Stabilized construction entrances shall be installed at the beginning of construction and maintained Q plans. All corrections shall be at no additional cost to the City. for the duration of the project. Additional measures, such as constructed wheel wash systems or 4. Approval of this road, grading, parking and drainage plan does not constitute an 21. All building downspouts and footing drains shall be connected to the storm drainage wash pads, may be required to ensure that all paved areas are kept clean and track out to road approval of any other construction (e.g. domestic water conveyance, sewer system, unless approved by the City plan reviewer or Surface Water Utility Section. right of way does not occur for the duration of the project. Q conveyance, gas, electrical. etc.)The surface water drainage system shall be An accurately dimensioned, certified as -built drawing of this drainage system will be 5. All required sedimentation/erosion control facilities must be constructed and in operation prior to constructed according to the approved plans, which are on file in with the City. Any submitted to the Cityu upon completion. land clearing and/or construction to prevent transportation of sediment to surface water, drainage LL.I deviation from the approved plans will require written approval from the City of 22. Drainage outlets (stub -outs) shall be provided for each individual lot, except for systems and adjacent properties. All erosion and sediment facilities shall be maintained in a rr Renton Public Works Department, Surface Water Utility Section. p y those lots approved for infiltration by the City. Stub -outs shall conform to the 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 Z 5. A co of these approved plans must be on the job site whenever construction is in copy PP p j following: erosion/sedimentation control systems shall be the responsibility of the permitee. Q progress. a. Each outlet shall be suitably located at the lowest elevation On the lot, SO as to 6. The erosion and sedimentation control systems depicted on this drawing are intended to be - 6. Grading activities (site alteration) are limited to the hours of 7 a.m. to 7 p.m. Monday service all future roof downspouts and footing drains, driveways, yard drains, and minimum requirements to meet anticipated site conditions. As construction progresses and C) Q through Saturday and no work on Sunday is allowed, unless otherwise approved any other surface or subsurface drains necessary to render the lots suitable for their unexpected or seasonal conditions dictate, the permitee shall anticipate that more erosion and facilities be to the with a written decision by the City of Renton. intended use. Each outlet shall have free -flowing, positive drainage to an approved sedimentation control will necessary ensure complete siltation control on 7. It shall be the applicant's/contractor's responsibility to obtain all construction conveyance stormwater conve system or to an approved outfall location. Y Y pp proposed site. During the course of construction, it shall be the obligation and responsibility of the easements necessary before initiating off -site work. Easements require City review b. Outlets on each lot shall be located with afive-foot-high, 2" x 4" stake marked permitee to address any new conditions that may be created by the activities and to provideadditional facilities, over and above minimum requirements, as may be needed, to protect adjacent and approval prior to construction. "storm" or "drain". The stub -out shall extend above surface level, be visible, and be properties and water quality of the receiving drainage system. LO 8. Franchised utilities or other installations that are not shown on these approved plans secured to the stake. 7. Approval of this plan is for erosion/sedimentation control only. It does not constitute an approval of T shall not be constructed unless an approved set of plans that meet all requirements C. Pipe material shall conform to underdrain specifications described in Chapter 4 of storm drainage design, size nor location of pipes, restrictors, channels, or retention facilities. LL of Chapter 4 of the Surface Water Design Manual are submitted to the City of the Surface Water Design Manual and, if non-metallic, the pipe shall be placed in a 8. Any areas of exposed soils, including roadway embankments, that will not be disturbed for two days 0 Renton. trench with a tracing wire above Or other acceptable detection. during the wet season (October 1sttrough March 30th) or seven days during the dry season (April N 9. Datum shall be NAVD 88 unless otherwise approved by the City of Renton. d. Private drainage easements are required for drainage systems designed to convey 1 st through September 30) shall be immediately stabilized with the approved ESC cover methods Reference benchmark and elevations are noted on the plans. flows through individual lots. 9. (e.g., seeding, mulching, plastic covering, etc.). Wet season seasonal erosion and sediment control requirements apply to all construction sites 10. Any dewatering system necessary for the construction of stormwater facilities must e. The applicant/contractor is responsible for coordinating the locations of all stub -out clearing between October 1 and March 30 inclusive, unless otherwise approved by the City through be submitted to the City for review and approval. conveyance lines with respect to other utilities (e.g. power, gas, telephone, an adjustment process. 11. All utility trenches and roadway subgrades hall be backfilled and compacted to 95 television). 10. Cover measures will be applied in conformance with Appendix D of the Surface Water Design percent density, standard proctor. f. All individual stub -outs shall be privately owned and maintained by the lot home Manual. 12. Open cutting of existing roadways for non -franchised utility or storm drainage work owner. 11. Any area needing ESC measures, not requiring immediate attention, shall be addressed within is not allowed unless specifically approved by the City of Renton and noted on these 9• Storm drainage pipe systems shall not penetrate building foundations, except for 12. seven (7) days. The ESC facilities on inactive sites shall be inspected and maintained a minimum of once a month approved plans. Any open cut shall be restored in accordance with the City of Sum um discharge lines used to drain crawl spaces, provided the sum um P pump g p p pump or within 24 hours following a storm event. Renton trench restoration standards. system includes backflow prevention or a check valve. 13. At no time shall more than one (1) foot of sediment be allowed to accumulate within a catch basin. 13. All sedimentation/erosion facilities must be in operation prior to clearing and building 23. All disturbed pervious areas (compacted, graded, landscaped, etc.) of the All catch basins and conveyance lines shall be cleaned prior to paving. The cleaning operation shall construction, and they must be satisfactorily maintained until construction is development site must demonstrate one of the following: The existing duff layer not flush sediment -laden water into the downstream system. completed and the potential for on -site erosion has passed. shall be staged and redistributed to maintain the moisture capacity of the soil, OR; 14. During the time period of October 1st through March 30th, all project distributed soil areas greater, 14. All retention/detention facilities must be installed and in operation prior to or in Amended soil shall be added to maintain the moisture capacity. that are to be left un-worked for more than 12 hours, shall be covered by mulch, sodding or plastic conjunction with all construction activity unless otherwise approved by the Public 24. Proof of liability insurance shall be submitted to the City prior to construction permit 15. covering. Any permanent retention/detention facility used as a temporary settling basin shall be modified with Works Department, Surface Water Utility Section. p Y issuance. the necessary erosion control measures and shall provide adequate storage capacity. If the 25. Issuance Of the building Or construction permits by the City Of Renton does not permanent facility is to function ultimately as an infiltration system, the temporary facility must be 15. All pipe and appurtenances shall be laid on a properly prepared foundation in relieve the owner of the continuing legal obligation and/or liability connected with rough graded so that the bottom and sides are at least three feet above the final grade of the accordance with the current State of Washington Standard Specification for Road storm surface water disposition. Further, the City of Renton does not accept any permanent facility. and Bridge Construction. This shall include necessary leveling of the trench bottom obligation for the proper functioning and maintenance of the system provided during 16. Prior to the beginning of the wet season (Oct. 1), all disturbed areas shall be reviewed to identify or the top of the foundation material, as well as placement and compaction of construction. which ones can be seeded in preparation for the winter rains. Disturbed areas shall be seeded required bedding material, to uniform grade so that the entire length of the pipe will 26. The Contractor shall be responsible for providing adequate safeguard, safety within one week of the beginning of the wet season. A sketch map of those areas to be seeded and be supported on a uniformly dense, unyielding base. All pipe bedding shall beg9 devices, protective equipment, fla ers, and an other needed actions to protect the Y those areas to remain uncovered shall be submitted to the City of Renton for review. APWA Class "C", with the exception of PVC pipe. life, health, and safety of the public, and to protect property in connection with the 16. Steel pipe shall be aluminized, or galvanized with asphalt treatment #1 or better performance of work. Any work within the traveled right-of-way that may interrupt STRUCTURAL NOTES inside and outside. normal traffic flow shall require a traffic control plan approve by the Public Works 17. All drainage structures, such as catch basins and manholes shall have solid locking Department, Transportation Systems Division. All sections of the WSDOT Standard 1. These plans are approved for standard road and drainage improvements only. Plans for lids. All drainage structures associated with a permanent retention/detention facility Specifications 1-07-23.Traffic Control shall apply. structures such as bridges, vaults, and retaining walls require a separate review and approval shall have solid locking lids. 27. Project located within the aquifer protection area (APA) shall comply with Special by the City prior to construction. Requirement #6 of the Surface Water Design Manual and Aquifer Protection 2. Rockeries are considered to be a method of bank stabilization and erosion control. Rockeries Regulations (RMC 4-3-050). shall not be constructed to serve as retaining walls. All rockeries in City road right-of-way shall be constructed in accordance with City Standards. Rockeries outside of road right-of-way shall be constructed in accordance with the International Building Code. NO. I REVISION I BY SURVEYED: DESIGNED: S. TATU, PE DRAWN: ST CHECKED: DATE AP P R APPROVED: SCALE: SEE PLAN ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATU M EROSION AND SEDIMENT CONTROL RECOMMENDED CONSTRUCTION SEQUENCE (1) Pre -construction meeting. (2) Post sign with name and phone number of ESC supervisor (may be consolidated with the required notice of construction sign). (3) Flag or fence clearing limits. (4) Install catch basin protection if required. (5) Grade and install construction entrance(s). (6) Install perimeter protection (silt fence, brush barrier, etc.). (7) Construct sediment ponds and traps. (8) Grade and stabilize construction roads. (9) Construct surface water controls (interceptor dikes, pipe slope drains, etc.) simultaneously with clearing and grading for project development. (10) Maintain erosion control measures in accordance with King County standards and manufacturer's recommendations. (11) Relocate erosion control measures or install new measures so that as site conditions change the erosion and sediment control is always in accordance with the King County Erosion and Sediment Control Standards. (12) Cover all areas that will be unworked for more than seven days during the dry season or two days during the wet season with straw, wood fiber mulch, compost, plastic sheeting or equivalent. (13) Stabilize all areas that reach final grade within seven days. (14) Seed or sod any areas to remain unworked for more than 30 days. (15) Upon completion of the project, all disturbed areas must be stabilized and BMPs removed if appropriate. CITY OF RENTON V'R NX607 Planning/Building/Public Works Dept Description: PARCEL A: THE NORTH 120 FEET OF THE SOUTH 392 FEET OF THE NORTH SIX -TENTHS (6/10) OF THE WEST HALF OF THE WEST HALF OF THE NORTHWEST QUARTER OF THE NORTHEAST QUARTER OF SECTION 32, TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON; EXCEPT THAT PORTION THEREOF LYING WITHIN 108TH AVENUE SOUTHEAST AS ESTABLISHED UNDER RECORDING NOS.8105220768, 791766 AND 6601867. PARCEL B: THE WEST 160 FEET OF THE NORTH 12 FEET OF THE SOUTH 272 FEET OF THE NORTH SIX -TENTHS (6/10) OF THE WEST HALF OF THE WEST HALF OF THE NORTHWEST QUARTER OF THE NORTHEAST QUARTER OF SECTION 32, TOWNSHP 23 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON; EXCEPT THAT PORTION THEREOF LYING WITHIN 108TH AVENUE SOUTHEAST AS ESTABLISHED UNDER RECORDING NOS.8105220768, 791766 AND 6601867. PARCEL C: THE NORTH 12 FEET OF THE SOUTH 272 FEET OF THE NORTH SIX -TENTHS (6/10) OF THE WEST HALF OF THE WEST HALF OF THE NORTHWEST QUARTER OF THE NORTHEAST QUARTER OF SECTION 32, TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON; EXCEPT THE WEST 160 FEET THEREOF co O O O Q J Nt co T O O CO T R-394517 to IN COMPLIANCE WITH CITY OF RENTON STANDARDS Q I- Z Q Q W DATE: ASIAN RESTAURANT ADDITION 0FIE5BOOK: 17 17630 108TH AVENUE SE, RENTON, WA 98055 PAGE: Z R-394502 DRAWING NO: DRAINAGE & TEMP. EROSION/SEDIMENTATION CONTROL C - 0 Q SHEET: OF: STANDARD NOTES 2 15 It 00 T C) 0 T 1 M H H Q J Z r) 0 Q Z Q rr Q W iY Z �Q VJ z W W W Basis 0f Bearing: L0 GRID NORTH. BASED UPON GLOBAL POSITIONING SYSTEM (GPS) co LAMBERT GRID WASHINGTON STATE NORTH ZONE COORDINATES. THE NORTH AMERICAN DATUM OF 1983/2011 (NAD 83/2011 EPOCH 2010.00) Al onion 0f the J�� Vd 14 of the J��Ei 14 0f Section 32, Township23 1�.9 Range 5 Ei .9 . . / O GRID COORDINATES WERE FOUND TO BE 165409,10 / 1303018,82 AT CB 7 City of Renton Kim ' County, Washington ton ' �V AN "X" ON A BRASS DISC AT THE NORTH QUARTER CORNER OF RIM=400.12 SECTION 32, TOWNSHIP 23 NORTH, RANGE 5 EAST OF THE 12"CONC IE S 396.04 WILLAMETTE MERIDIAN. THE INVERSE OF BOTH THE SEA LEVEL w CORRECTION FACTOR OF 1.0000106598 AND THE GRID SCALE FACTOR OF 0.9999844500 WAS APPLIED TO THE GRID COORDINATES FOR SHOWN GROUND DISTANCES. Vertical Datum. w BASE: COR 2139: FOUND 3" BRASS DISC STAMPED "KCF8A 1993" IN LIGHT STANDARD BASE ON EAST SIDE OF 108TH AVE SE, IN FRONT OF AUTO SUPPLY STORE. Z ELEVATION 400.99 FEET (NAVD 88) 0 0 City 0f Renton Control: Q a WV COR #1866 N=165408.895 COR z - E=1303018.769 COR Q rr N=165409.097 MEAS 0 D o E=1303018.816 MEAS Q D COR #1868 N=162674.212 COR ,- E=1305612.474 COR U) w Q ,- N=162674.387 MEAS E1305612.560 MEAS -i � D LS ASPHALT T- o Q m TESC Legend: Survey Legend: — > SB Q - ASPHALT CL = CLEARING LIMITS. = FOUND MONUMENT. VISITED 113-15. SDMH 1 - �tSPHALT - CID - WV ax FH CE = CONSTRUCTON ENTRANCE FL = FLOW LINE � RIM-402.75 / 8"CMP IE E 398.57 - _ // D SSt>eIH 10 U DC DUST CONTROL x - BOLLARD R(�t,`KERY 8"CMP IE SE 397.55 „ REMOVE EXIST, CATCH RELOCATE REMOVE PAVEMENT, CURB, RELOCATE PER UTILITY GUIDELINES RI=410.56 PP/T IP INLET PROTECTION o = GAS METER(GM) LO T REMOVE TREE —36 CMP IE S 397.02 BASINS IN THE PARKING LOT. AND ❑THER IMPR❑VEMENTS LIGHT STD, O EXTRUDED CURB CL NOT T❑ REMAIN 8 CONC E N 401.41 "GONG E S 401.39 � WM MATING & MULCHING o MAIL BOX(MB) FILL EXI CB ITH GRANULAR EE BUMP EXTRUDED CURB c O MATERIAL DAB BEL❑W SSMH 5 GRA , SAL AGE CASTINGS, 10 _ EXTRUDED CURB 6' CYCLONE FENCE m T- SF = SILT FENCE WS WHEEL STOP RIM=400.56 ca D 12 CONC IE N 390.73 I 1 DE h �� �CONCRET EXTRUDED CUB L�6 YPVC VERT _ _ 18" D C P TP TREE PROTECTION REF REFRIGERATOR 12"GONG IE S 390.83 = REMOVE EXIST, DRAINAGE PIPES D EXCEPT THOSE CLOSE TO TREES, DEC I RE ❑VE WALKWAY SB I N _ -—CORETE T h1O MMU I �� 12' CLUST MMU ONCRETE MAKE OVERHANG I �� UP UNDERGROUND POWER -I TP R M VE ALL EXIST, PVMT, DE RE ❑ F�TE- _ _ _ _ - - - L - - - - - XIST, GAS SERVICE = LIGHT STANDARD(LS) REMOVE EXIST, PEDESTRIAN PATH EXIST, CATCH BASIN TO REMAIN. REMOVE EXIST. STORM DRAIN UP T❑ THE ROW -' RRB, AND OTHER F I JMBVEA MENTS NOT T❑ RE �I,I C CB 2 Ix I ICJ LSB m RIM-401 86 _OVERHANG �� _ ---I I _ T E POST REMOVE XI, TREES - PAVEMEN TP BASEC❑URSE, ICURBIN TING FIXTURES I M e SB O EL❑CATE R UTILITY TP 4 24" LU TE-R--M�E ME�� 0 POWER POLE(PP) a GUY WIRE AN CHOR(GW) O yT 3 HAND RAIL I— LADDER PVC 1� XIST POWER SER E ca FILL EXIST, CB WITH GRANULAR MATERIAL AND ABANDON 1' BELOW D 8"CMP I W 399.53 ICB P ASP�ALT — - �/ \ TO DEMOLISH INTERIOR IMPROVEMENTS PER ARCH, DRAWINGS 6 MAPLE R e TR FF=405.99 _ � -'� - - - CONCRETE VERTICA CURB TP ❑VE EXI H PAD &DRAIN - Ifi - - - - - - - - TP TRANSFORMER PAD PP L POWER POLE WITH LUMINARE / GRADE. SALVAGE CASTINGS, TYP, 3' /� e �\ �F — — BUILDING DISC❑NNECT EXIST. SEWER _ 5 CL _ - - - - I- PP/T POWER POLE WITH TRANSFORMER IP l -r / �� �1 TP 1 C P ' � X e� / L _ �� SERVICE TO THE NORTHWEST, FILL W/ CDF, AND ABAND❑NE _ I IN PLACE REM❑VE EXIST, SANITARY CYCILONE FE(CE BENCH- � RASH 10» RE NC - - - - -�- o B 3) c MMU O LSB LIGHT STANDARD BASE HC HANDICAPPED PARKING STALL 1 h 10'' kx 9n HC D c hTP SEWER SERVICE �_ �� _ - MAPLE !_ r �� T =_ — XWSx GATE 2 � �4 D C � c0 TP = LS /E = SANITARY SEWER MANHOLE(SSMH) CL o T CD EXT% DED CUR - IP m —�-Z =� I _ - I ] % F- --DEMOLISH WALKWAYS - ' ABOVE THE BASEC❑URSE YD CH �� SCO ---� REM❑V r� I O - LS _ TREE ro I� 5' IRON FENCE SCO j ORN b WM @ - TELEPHONE JUNCTION BOX(TJB) - A TELEPHONE MANHOLE(TMH) C a - z 1 \ x y 3„PVC 3"PVCx "O - x „ 3 PV PICNIC REMOVE / C RELOCATE z LIGHT STD & = SIGN DC 70 ASP ALT \ CO GCB 4 G �� IF CONIC ETE REMOV EXIST, R SERVICE o M _ / I 16 D h TP I > = SIGNAL BOX(SB) D C/ORIM-401.$1 THE❑CATE / ASPHALT / Y = FLAGPOLE(FP) F_ 8"CMP IE/ NW 399.36 XTR D D CU B CE I o I / SPHAL-1 REM❑VE GUARD RAIL, CU BING, FENCING, & r REMOVE I FENCE A = STORM DRAINAGE MANHOLE (SDMH) o� n REMOVE ALL CURB AND FURNITURE EXIST. PAVEMENT, TYP 1 - ; = CATCH BASN(CB) DEMOLISH CURB, SIDEWALK, & ARDS H C REL❑CA E B❑L�IDEWALIKREMOVE EL❑CATE LS-❑UTSID NEW LIGHT TAN ARD H C T REM❑ E THE REL❑�ATEE EXTRUDED CURB TREE -1 » - K STORM CLEAN OUT SCO ( ) DRIVEWAY FOR REPLACEMENT LIGHT STD., REM❑V TREE x WS - - - - - I EXTRUDED CUR REMOVE / RELOCATE 6 ORNAMENTAL TREE LIGHT STD, YP 12 C �1 I PP/ 0 = YARD DRAIN(YD) PULL B❑X, & n+ POWER POLE SB - -�_- - - ---- - X �-.-- �'_ "" I 3� -pd1 �€- - TP UP EF = FINISHED FLOOR TO REMFhI _-_—�- -- -- O I P DEC 16" DEC ULI "��C---'�1�6"-DAL--- P ICB----- ---------------- fr-el`eL$f�}E'FE{'�'Cf------ - 7� ORN - ORNAMENTAL TREE � PP/T EXTRUDED CURB UP I I — S88•58"'- UL .84' 32" MAPLE _OVERHANG -- 2 a W n -- I DEC - DECIDUOUS n� D REM❑�%E TREE REMOVE TREE I I REMOVE TREE -/ - BUILDING I �' - �I �l / I BUILDING 11 m I I P = IRRIGATION CONTROL BOX(ICB) - o WATER METER(WM) I 4 ASPHALT I I l CDy - HYDRANT (FH) C � - CONCRETE FT-1a -7 = WATER VALVE(WV) � m m o D I z m - R-394519 o 20 40 �E �q IN COMPLIANCE WITH CITY OF RENTON STANDARDS Z D x 6 WM M H p WM y FHFsS� ANAL 410.00 410.00 1 1 07108/202 / SURVEYED: DESIGNED: S. TATU, PE SCALE: VERTICAL: NAVD 1988 SEE PLAN HORIZONTAL: NAD 1983/1991 CITY OF ASIAN RESTAURANT ADDN 17630 108TH AVENUE SE RENTON WA 98055 ' DATE: 05-04-2017 FIELDBOOK: PAGE: DRAWN: RENTON DRAWING N0: � R-394504 ONE INCH DATUM C-1 CHECKED: AT FULL SCALE Planning/Building/Public Works Dept. PLAN NO. REVISION BY DATE APPR APPROVED: IF NOT ONE INCH SCALE ACCORDINGLY CLEARING & TEMP. EROSION & SEDIMENTATION CONTROL SHEEP: OF: 4 15 It C0 T O O Q0 i O N O O O Q J z 0 0 Q z Q oC Q C!) W z LO co 6 0 w L J T H O L J Z� z W Ld W W 12 Q z w L, A portion of the NW 1/4 of the NE 1/4 of Section 32, Township 23 N., Range 5 ]E.) W. M. City of Renton, King County, Washington TOE IN SHEETING IN MINIMUM 4"X4"TRENCH L_ I PROVIDE ENERGY DISSIPATION AT TOE WHEN NEEDED I NOTES €k 1. CONDITION n OF USE 1.1. PL ASTIC COVERING MAY HE USED ON DISTURBED AREAS THAT REQUIRED COVER MEASURES FOR LESS THAN 30 DAYS. 1.2. PLASTIC IS PARTICULARLY USEFUL FOR PROTECTING CUT AND FILL SLOPES AND STOCKPILES, 1.31 CLEAR PLASTIC SHEETING MAYBE USED OVER NEWLY-SHEEDED AREAS TO CREATE A GREENHOUSE EFFECT AND ENCOURAGE GRASS GROWTH. CLEAR PLASTIC SHOULD NOT BE USED FORTHIS PURPOSE DURING THE SUMMER MONTHS 1.4, THIS METHOD SHALL NOT BE USED UPSLOPE OF AREAS THAT MIGHT BE ADVERSELY IMPACTED BY RUNOFF, SUCH AREAS INCLUDE STEEP AND UNSTABLE SLOPES I. 2, DESIGN AND INSTALLATION SPECIFICATIONS 2.1. PLASTIC SHEETING SHOULD HAVE A MINIMUM THICKNESS OF 0.03 MILLIMETERS. 2.2. IF EROSION AT THE TOE OF A SLOPE IS LIKELY, A GRAVEL BERM, RIPRAP, OR OTHER SUITABLE PROTECTION SHALL BE INSTALLED AT THE TOE OF THE SLOPE IN ORDER TO REDUCE THE VELOCITY OF RUNOFF. 3. MAINTENANCE STANDARDS 3.1. TORN SHEETS MOST BE REPLACEDAND OPEN SEAMS REPAIRED. 3.2. IF THE PLASTIC BEGINS TO DETERIORATE DIE TO ULTRAVIOLET RADIATION, IT MOST BE COMPLETELY REMOVED AND REPLACED. 3.3. WHEN THE PLASTIC IS NO LONGER NEEDED, IT SHALL BE COMPLETELY REMOVES. �x STD. PLAN — 213.30 PU}3i.IC WORKS PLASTIC COVERING ��=•`J$ D17PARTMENT 1L11ZCH 2O08 STANDARDSTRENGTH FILTER FABRIC CATCH BASIN GRATE 1. CONDITION OF USE I.1. SHALL BE PROVIDED FOR ALL STORM DRAIN INLETS DOWNSLOPE AND WITHIN 500 FEET OF A DISTURBED OR CONSTRUCTION AREA, UNLESS THE RUNOFF THAT ENTERS THE CATCHBASIN WILL BE CONVEYED TO A SEDIMENT POND OR TRAP. 1.2, MAY BE USED ANYWHERE AT THE APPLICANT'S DISCRETION TO PROTECT DRAINAGE SYSTEM. 1.3. THE CONTRIBUTING DRAINAGE AREA MOST NOT BE LARGER THAN 1 ACRE. 2, DESIGN AND INSTALLATION SPECIFICATIONS 2.1, FILTER B FA RIC IS ONLY ALLOWED E WERE PONDING WILL N07 BE A TRAFFIC CONCERN AND WHERE SLOPE EROSION WILL NOT RESULT IF THE CURB IS OVERTOPPED BY PONDED WATER. 2,2, THE PLACEMENT OF A FILTER FABRIC UNDER GRATES IS GENERALLY PROHIBITED AND THE USE OF FILTER FABRIC OVER GRATES IS STRICTLY LIMITED AND DISCOURAGED. 3. MAINTENANCE STANDARDS 3.1. ANY ACCUMULATED SEDIMENT ON OR AROUND INLET PROTECTION SHALL BE REMOVED IMMEDIATELY, SEDIMENT SHALL NOT BE REMOVED WITH WATER AND ALL SEDIMENT MUST BE DISPOSED OF AS FILL ON SITE OR HAULED OFF SITE. PUB11C WORKS FILTER FABRIC PROTECTION STD. FLAN — 216.20 �\' f DEPARTMENT �N'CO M-1RC1-1 200E3 DRIVEWAYS SHALL BE PAVED TO THE EDGE OF RAW PRIOR TO INSTALLATION OF THE CONSTRUCTION ENTRANCE TO AVOib DAMAGING OF THE ROADWAY IT IS RECOMMENDED THAT THE ENTRANCE BE CROWNED SO THAT RUNOFF DRAINS OFFTHE PAD i INSTALL DRIVEWAY CULVERT IF THERE IS A ROADSIDE DITCH PRESENT, AS PER CITY ROAD STANDARDS 4'-W QUARRY sPALLS GEOTEXTILE _ �- 12' MIN. THICKNESS PROVIDE FULL WIDTH OF NOTES INGRESSlEGRESS AREA 1, CONDITION OF USE 1.1. CONSTRUCTION ENTRANCE SHALL BE STABILIZED WHEREVER TRAFFIC WILL BE LEAVING A CONSTRUCTION SITE AND TRAVELING ON PAVED ROADS OR OTHER PAVED AREAS WITHIN 1,000 FEET OF THE SITE. GRAB TENSILE STREBNGTH (ASTM D4751) 200 PSI MIN. GRAB TEN5ILE ELONGATION (ASTM 04632) 30%MAX. MULLEN BURSTSTRENGTH(ASTM D3786-80A 400 PSI MEN. AOS (ASTM D4751) 120-45 (U.S. STANDARD SIEVE SIZE) 2. DESIGN AND INSTALLATION SPECIFICATIONS 2.1. HOG FUEL (WOOD BASED MULCH) MAY BE SUBSTITUTED FOR OR COMBINED WITH QUARRY SPALLS IN ARES THAT WILL BOT BE USED FOR PERMANENT ROADS. HOG FUEL IS NOT RECOMMENDED FOR ENTRANCE STABILIZATION IN URBAN AREAS. THE INSPECTOR MAY AT ANY TIME REQUIRE THE USE OF QUARRY SPALLS IF THE HOG FUEL IS NOT PREVENTING SEDIMENT FROM BEING TRACKED ONTO PAVEMENT OR IF THE HOG FUEL IS BEING CARRIED ONTO PAVEMENT. 2.2. FENCING SHALL BE INSTALLED AS NECESSARY TO RESTRICT TRAFFIC TO THE CONSTRUCTION ENTRANCE, 2.3, WHENEVER POSSIBLE, THE ENTRANCE SHALL BE CONSTRUCTED ON A FIRM, COMPACTED SUBGRADE. THIS CAN SUBSTANTIALLY INCREASE THE EFFECTIVENESS OF THE PAD AND REDUCE THE NEED FOR MAINTENANCE. 3. MAINTENANCE STANDARDS 3.1. QUARRY SPALLS SHALL BE ADDED IF THE PAD IS NO LONGER IN ACCORDANCE WITH THE SPECIFICATIONS. 3.2, IF THE ENTRANCE IS NOT PREVENTING SEDIMENT BEING TRACKED ONTO PAVEMENT, THEN ALTERNATIVE MEASURES TO KEEP THE STREETS FREE OF SEDIMENT SHALL BE USED. THIS MAY INCLUDE STREET SWEEPING, AN INCREASE IN THE DIMENSIONS OF THE ENTRANCE, OR THE INSTALLATION OFTHE WHEEL WASH. IF WASHING IS USED, IT SHALL BE DONE ON AN AREA COVERED WITH CRUSHED ROCK, AND WASHED WATER SHALL DRAIN TO A SEDIMENT TRAP OR POND. 3.3. ANY SEDIMENT THAT IS TRACKED ONTO PAVEMENT SHALL BE REMOVED IMMEDIATELY BY SWEEPING. THE SEDIMENT COLLECTED BY SWEEPING SHALL BE REMOVED OR STABILIZED ON SITE, THE PAVEMENT SHALL NOT BE CLEANED BY WASHING DOWN THE STREET, EXCEPT WHEN SWEEPING IS INEFFECTIVE AND THERE IS A THREAT TO PUBLIC SAFETY. IF IT NECESSARY TO WASH THE STREETS, A SMALL SUMP MUST BE CONDUCTED. THE SEDIMENT WOULD THEN BE WASHED INTO THE SUMP WHERE IT CAN BE CONTROLLED AND DISCHARG ED APPROPRIATELY. 3.4. ANY QUARRY SPALLS THAT ARE LOOSENED FROM THE PAD AND END UP ON THE ROADWAY SHALL BE REMOVED IMMEDIATELY. 3.5, IF VEHICLES ARE ENTERING OR EXITING THE SITES AT POINTS OTHER THAN THE CONSTRUCTION ENTRANCE(S), FENCING SHALL BE INSTALLED TO CONTROL TRAFFIC_ ti2Y t(� + PUI3I..IC WORKS STABILIZED STD. PLAN — 215.10 1 DEPARTMENT CONSTRUCTION ENTRANCE �N'CO MATZCHw0U8 NO. REVISION 5" MAX. DRAINAGE GRATE GRATE SEDIMENT AND DEBRIS ''3 % l .I OVERFLOW BYPASS D lj BELOW INLET GRATE DEVICE FILTERED j WATER 1 f c n ^ rI, SECTION VIEW DRAINAGE GRATE RECTANGULAR GRATESHOWN 1\ RETRIEVAL SYSTEM(TYP.) L j` sue„ BELOW INLET GRATE DEVICE •••�'` {'f / \� OVERFLOW BYPASS (TYP.) ISOMETRIC VIEW NOTES 1. Size the Below Intel Grate Device (BIGD) for the slorm water structure It will Serv(ce. 2. The BIGD shall have a built-in high -flaw relief system (overflow bypass), 3. The retrieval system must allow removal of the BiGO without spilling the collected material. 4. Perform maintenance in accordance with Standard Specification "1.3(15), G>~AY'\•n +,�)• PUF3I..IC WORKS CATCH BASIN FILTER STD. PLAN — 216.30 DEPARTMENT ANTo MARCH 2008 JOINTS IN FILTER FABRIC SHALL BE SPLICED AT POSTS, USE STAPLES, WIRE RINGS. OR EQUIVALENT TO ATTACH FABRIC TO POSTS. POST SPACING MAY BE INCREASED TO 8' IF WIRE BACKING IS USED 2's2' BY 14 Ga. WIRE OR EQUIVALENT. IF STANDARD =� STRENGTH FABRIC USED FILTER FABRIC P-- r".- 4( hIINIMUM 4'X4" TRENCH '' BACKFELL TRENCH WITH / ` NATIVE SOIL 2"R4' WOOD POSTS, STEEL FENCE POSTS, RESAR, OR EQUIVALENT NOTES 1. CONDITION OF USE 1,1. SILT FENCE MAY BE USED OOWNSLOPE OF ALL DISTURBED AREAS. 1.2. SILT FENCE IS NOT INTENDED TO TREAT CONCENTRATED FLOWS, NOR IS INTENDED TO TREAT SUBSTANTIAL AMOUNTS OF OVERLAND FLOW. ANY CONCENTRATED FLOW MOST BE CONVEYED THROUGH THE DRAINAGE SYSTEM TO A SEDIMENT TRAP OR POND. 2. DESIGN AND INSTALLATION SPECIFICATIONS 2.1. THE GEOTEXTILE USED MOST MET THE STANDARD LISTED BELLOW. A COPY OF THE MANUFACTURER'S FABRIC SPECIFICATIONS MOST BE AVAILABLE ON SITE. AOS(ASTMO4751) 30.100EIEVESIIE IO.G0.0.15MMI FORSILT FILM 5N300 SIEVE SIZE 0.30.0,15MMI FOROTHER FABRICS WATER PERMITTIVITY ASTM D4911 0,02SEC'-IMINIMUM GRAB TENSILE 51RENCHT (ASTM D46321 1110 LBS, MIN, FOR EXTRA STRENGH FABRIC IM LBS. MIN. FOR STANDARD STRENGHT FABRIC GRASTENSILE ELONGATION ASTMO4632 30%MAX, ULTRAWOLATERWSTANCE ASTMO43551 70%MIN. 2.2. STANDARD STRENGTH FABRIC REQUIRES WIRE BACKING TO INCREASE THE STRENGTH OF THE FENCE, WIRE BACKING OR CLOSER POST SPACING MAY BE REQUIRED FOR EXTRA STRENGTH FABRIC IF FIELD PERFORMANCE WARRANTS A STRONGER FENCE. 2.3. WHERE THE FENCE IS INSTALLED, THE SLOPE SHALL NOT BE STEEPER THAN 2H;1V 2A. IF A TYPICAL SILT FENCE IS USED, THE STANDARD 4X4 TRENCH MAY NOT BE REDUCED AS LONG AS THE BOTTOM 8 INCHES OF THE SILT FENCE IS WELL BURIED AND SECURE IN A TRENCH THAT STABILIZES THE FENCE AND DOES NOT ALLOW WATER TO BYPASS OR UNDERMINE THE SILT FENCE. 3. MAINTENANCE STANDARDS 3.1, ANY DAMAGE SHALL BE REPAIR IMMEDIATELY, 3.2. IF CONCENTRATED FLOES ARE EVIDENT UPHILL OD THE FENCE, THEY MUST BE INTERCEPTED AND CONVEYED TO A SEDIMENT TRAP OR POND. 3.3. IT IS IMPORTANT TO CHECK THE UPHILL SIDE OF THE FENCE FOR SIGNS OF THE FENCE CLOGGING AND ACTING AS A BARRIER TO FLOW AND THEN CAUSING CHANNELIZATION OF FLOWS PARALLEL TO THE FENCE, IF THIS OCCURS, REPLACE THE FENCE OR REMOVED THE TRAP SEDIMENT. 3.4. SEDIMENT MOST BE REMOVED WHEN SEDIMENT IS 6 INCHES HIGH. 3.5. IF THE FILTER FABRIC (GEOTEXTILE) HAS DETERIORATED DUE TO ULTRAVIOLET BREAKDOWN, IT SHALL BE REPLACED. STD. PLAN — 214.00 +�•�•��+ PtII3C,TC WORKS SILT FENCE DEPARTMENT FN�o MARCH 2008 SURVEYED: DESIGNED: S. TATU, PE DRAWN: ST CHECKED BY DATE AP P R APPROVED: SCALE: SEE PLAN ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATU M CITY OF RENTON Planning/Building/Public Works Dept. O N C) C) T J M T C) T Z R- 4 2 3950 0 0 IN COMPLIANCE WITH CITY OF RENTON STANDARDS Q I- Z Q Q V ) W DATE: Ir ASIAN RESTAURANT ADDN 0FIE5BOOK: 17 17630 108TH AVENUE SE, RENTON, WA 98055 PAGE: Z Q R-394505 DRAWING NO: DETAILS C- Q SHEET: OF: CLEARING & TEMP. EROSION & SEDIMENTATION CONTROL 5 15 z N W W W L0 Basis 0f Hearing: GRID NORTH, BASED UPON GLOBAL POSITIONING SYSTEM (GPS) (o A portion 0f the JLV Vd 14 of the NE 14 of Section 32, Township 23 1N<, Range 5 E>, W.M. LAMBERT GRID WASHINGTON STATE NORTH ZONE COORDINATES. THE NORTH AMERICAN DATUM OF 1983/2011 (HAD 83/2011 EPOCH 2010.00) O City ®f Renton, ]ding County, Washington GRID COORDINATES WERE FOUND TO BE 165409.10 / 1303018.82 AT AN "X" ON A BRASS DISC AT THE NORTH QUARTER CORNER OF 0 SECTION 32, TOWNSHIP 23 NORTH, RANGE 5 EAST OF THE WILLAMETTE MERIDIAN. THE INVERSE OF BOTH THE SEA LEVEL Ill CORRECTION FACTOR OF 1.0000106598 AND THE GRID SCALE 6' THICK CONCRETE PAVEMENT FACTOR OF 0.9999844500 WAS APPLIED TO THE GRID COORDINATES FOR SHOWN GROUND DISTANCES. CB 7 RIM=400.12 6' THICK BASE COURSE Vertical Datum: 12"CONC IE S 396.04 6' THICK PROOF -ROLLED COMPETENT SUBGRADE CONCRETE PPAVEMENT AT DRIVEWAY BASE: COR 2139: FOUND 3" BRASS DISC STAMPED "KC F 8A 1993" Wr TO SC&E IN LIGHT STANDARD BASE ON EAST SIDE OF 108TH AVE SE, z IN FRONT OF AUTO SUPPLY STORE, 0 I, / 2' THICK WELL GRADED, CSTC 6' THICK PERMEABLE ASPHALT 5/8' MINUS, CHOKER COURSE ELEVATION 400.99 FEET (NAVD 88) 0 �IIW/ 2-FEET NATIVE SOIL MEETING GROUNDWATER PROTECTION CRITERIA OR 7' THICK UNIFORMLY GRADED 3/4' THICK City o f Renton Control: 6-INCHES OF AMENDED SOILS MEETING THE CRUSHED ROCK STORAGE COURSE I— z Z REQUIREMENTS FOR ORGANIC CONTENT (>5) AND CATON EXCHANGE CAPACITY (>i� COR #1 866 N-1 65408.895 COR PERMEABLE ASPHALT PAVEMENT E-1303018.769 COR SCAM HOLM 1lwl0', �' lti6' N -16 5 4 0 9.0 9 7 MEAS Y E-1303018.816 MEAS Q 3 Z Q WV 14 COR #1868 N-162674.212 COR N a - E=1305612.474 COR C w a Lij 0 o o o W N-162674.387 MEAS rr E=1305612.560 MEAS z -� m W SLOPE<5% 1'12 VAULT QD Q I- A At 1112 RAMP ADJACENT TO ADA PARKING t 1� 1- Survey Legend: cn 0 0 0 0 0 0 Q m o N 10 OD FOUND MONUMENT. VISITED 11-3-15. ADA PARKINGCD �— LS WALKWAY CENTER LINE PR❑FILE FL — FLOW LINE F- s HORL 1•t3', VW l•-W ASPHALT ,- > SB rz—i x - BOLLARD C o = GAS METER(GM) LO °J - ASPHALT T H TRANSITI❑N SIDEWALK BACK TO 4 / _ / - ASPHALT - - WV , X FH CI o = MAIL BOX(MB) EXISTING SIDEWALK. C m // D � ws = WHEEL STOP Q Y / SS�IH 10 PP L Q0 RC/KERY � 410.56 PP/T REF = REFRIGERATOR ° °EXTRUDED 3 CURB EXTRU 1' CURB cur F❑R DRAINAGE ONG E N FII�C=ONCIE S 401.41 401.39 UPuP O WM = uHDERGROUND PowER SPEE BUMP 4o D CURB _ �� EXTRUDED CURB �o�' Y 6' CYCLONE FENCE = EIGHT STANDARD(LS) SSMH 5 10 0) �ti 0)- P ... W W W - - RIM=400.56 12"CONC IE N 390.73 Q �G o E - o y` W W W W W W .., W W 406 w WW W - 0 = POWER POLE(PP) IE S 390.83 ° W� WW W �p•W �� �.W12"GONG � \ \WW W, W L 1� c� �WW Wy = GUY WIRE AN CHOR(GW)� W1 V'. V. o"' W D �—p/"J _WW"W.L _WW _WW XIST, GAS SERVICE TP TRANSFORMER PAD X 2 C0 4C C. WALK ( S o J —,WW WWW ��W� WW•Y_ —W.�— — —W .y PP/L POWER POLE WITH LUMINARE RELOCATE EXIST. SIGN TO PLANTER STRIP. L W L W/ INTEG ICAL C I� I�. ' <� ` [I Ito N, --ElTl — ., ° p�� W �° Dc° V v W v- W �' W W �M rx h — — I PP/T = POWER POLE WITH TRANSFORMER 4 5 W % W y *) I . ;.�: Is °o�°� a I —- �1 -g I 1' cuRB uT W W W I GAS METER/ GM XI POWER SER E LSB = LIGHT STANDARD BASE © T1 .;. I P EXTRUDED CURB, T [ I I 1 ACCESSIBLE PARKING PAD i _ FOR DRA AGE W FF=405.99 RVICE did — — —— G W W c' � 5 1 19'X24' @ 1.5% MAX. TRANSITION RAMPS @ MAX CONCRETE EXIST, ESPT I W ❑ GAS SE ICE HC = HANDICAPPED PARKING STALL 8' WIDE PLANTING STRIP PLANTED PER CITY STDS„ r ,'' 3, iu 4.2% • p� I[:.� [ . z� . I j<` o 4 -'1 W ` p37,5%. PROVIDE RAMPS AT 7,5% MAX FROM PAD TO I I SERVICE IN❑EXIS ,PESMT ` — `� — -- _ O R❑P, POWER SE FE = SANITARY SEWER MANHOLE(SSMH) SEE LANDSCAPE DWGS, -. 8% J �o�' O PAVEMENT SURFACE, I _ �4 �o �• W �� g 3 8' WIDE CEMENT CONCRETE SIDEWALK PER CITY STD, o �91 6s PW sr° �, 5 — 1, �� 2�L 1' CURB UT ��' IRLR @ = TELEPHONE JUNCTION BOX(TJB) PLANS F007, 102, & 102,1, W C L W�1 h < I �� rxo�o�� N�G� W I 4 *U n h A = TELEPHONE MANHOLE TMH ( ) Q W �,. STAM D CONIC F❑R PED STRIAN I �' D° ^ I NTEGRAL CURB - I- C W = & = SIGN 99�sT W WW PATH TH PKG.WIM 9' --r----��--�- 1_— - — I W W�I D SIGNAL BOX(SB)- W 7El °� WW 4= 2; GXTRUDED 02�� �o • II Iw1`o [ t [ -- - TY � > Y = FLAGPOLE(FP) 24 WIDE DRIVEWAY 1-4 z — — — , C o 3,0i 408 W W W W z A = STORM DRAINAGE MANHOLE (SDMH) ENTRANCE PER COR STDS 104.2 & 104,4 ���� o rx<. 5 ASP ALT ti o 4 0 ° °� h 2 3 —==— — ° a rx°. ° ° v a. a FI LAN NO'PARKING ° < — — — ° .— — a a ko R . Q . W W — 9 PAINT „W a ` a a �� ��`o T YELLOW a 6 LINES W - CATCH BASIN(CB) o 24' o' v 1—►,� o' vc + �� li �� FIRE LANE NO PARK NG (0 LANE N❑ PARKING A° W W W I K = STORM CLEAN OUTS ) ( CO s + o pZ �ph� ��� °h ° 1 PHA °p�°°� o A°��s W W " W W + 1 L) 0 = YARD DRAIN(YD) 4.3 0+ U7rn + c W + ��' W Y / W " WIDE WHITE (LI INT G ER, T PAINT LINE, TYP� W E FF = FINISHED FLOOR REMOVE AND REPLACE v `� "� SEED 9 XT U ED rx p ALL �o• �' AREAS ❑F ASPHALT sr a< TD BE PERMEABLE o .9 Y�13 .�9 y' ORN = ORNAMENTAL TREE 36 LF OF EXISTING o ' �`3°�� — — — BUMP —liF YP°p°h ASPHALT A " 1� h I fib !� DEC = DECIDUOUS CURB PER CDR STD 103 , W W �G S� � "Oil W J� W W � W W V � — L — — — ° �, — W W � W •� W - _ W W W W W[ -� I PP L / P = IRRIGATION CONTROL BOX(ICB) / _ �� . _ I � 3-2 �--M UP � W W W W O _ WATER METER WM TRANSI❑N PROP. m �� p• o P /T °° I EXTRUDED CURB UAILW % V. W .y — — — — — S88-58"27"E 331.84' 32" MAPLE a W � I ���NAL y = HYDRANT (FH) SIDEWALK BACK TO EXISTING rx° ko B �� I I I I _!OVERHANG - - — — — j / 1I I BUILDING = Z I 0710612021 a = WATER VALVE(WV) B❑LLARDS T❑ BE I I BUILDING - m n REMOVED I I R-394521 I I n z Q — A PHALT CONCR t o m m 0 20 40 IN COMPLIANCE WITH CITY OF RENTON STANDARDS co m z Y � F— I I c� m - 0 D I Cn s � x H p WM SURVEYED: SCALE: SEE PLAN DESIGNED: SEE TATU, PE VERTICAL: NAVD 83/1 HORIZONTAL: NAD 1983/1991 • �' CITY O F ASIAN RESTAURANT ADDN 17630 108TH AVENUE SE, RENTON, WA 98055 DATE: 05BOOK: 17 FIELDBOOK: PAGE: DRAWN:ST RENTON DRAWING NO: R-394506 ONE INCH DATUM C-2 CHECKED: AT FULL SCALE Planning/Building/Public Works Dept. PLAN IF NOT ONE INCH NO. REVISION BY DATE APPR APPROVED: SCALE ACCORDINGLY PAVING & GRADING SHEEP: OF: 6 15 It M 00 T O Q0 T M T O O CL z 0 0 Q z Q Q W iY z L0 co co O 0 w z r) 0 I- z Q Irr a W rr z �Q V J L J H O PERMEABLE PAVEMENT` CT SEE IAOTE 2 A portion of the NW 1/4 of the NE 1/4 of Section 32, Township 23 N. , Range 5 ]E., W.M. City of Renton, King County, Washington COI BAND 1dir:XT TCP € 31r. •TREAT fii` 4T EXTk1KJRCJTT IAt £TAVE'.1.lENT T§ASih CONC 'L'E BAND AT !,ANDSC:APE F4iPStiE4%rE5 KEY OR EXPANSION JaNT . l PEP DPNAPPROVAL. (TYP.) �IiBEFABRE PAVEIAENT B. DJACIINTT'1TKEY 5•�. FfLi9A ADJAC1x'$a't iMPEifM>rRBLL<E PA8+EA4 NTBASE CONCAETE BAND EX1_ 3i3 Tc3 SG1TTOM OF PAVtMENT EASE'"•• CONC 'iB ANp BETWEEN PAVlfiAENT i ALL PPAMEAOL E PAVEMENT APPMAT40NS SH&L CONFORM TO THE CURPReNT CITY OF R000N ST RMWATiwFL 13MN MANUAL SECTION C 2:7 AND V*00T LOCAL A09WY GENIIRIAL SPWAL PROVISION$ 2 SEE STO, PLAN 26f,3D Poo PMRMEABLe RFAVPMENT $ECT10N5 PUBLIC WORKS PERMEABLE PAVEMENT DEPARTMENT EDGE EDGE TREATMENTS S+ O LAYfAJIF REf,11J1 SEE NOTE 4 6L,fBGRADE, SEE NOTE 3 -"'•J' POMOUG CONCRUTY"ROUS ASPHALT NIININUUM MATIMIAL THICKI MS "NN STV. PU4N • 261.00 PAVEMENT SAM IT MIN. ABOVE S*ASCINAL H1GH GROUNDMTER a1E 14YORAUi.IC,ALLY ?tRESWMCTWE LAYER EtEBt ONnAL iMETSAND ALLEYS 1< effii1t us POROUS PaIIIAMU'S POROUS LAY ( MATTBIIIAL TYPV CITE ASPFIILLT CONOALTE AIiAHALT 00) ON) ON) PERMEABLE PAV@.MENT, SEE NOTE 1 8 6 6 4 t P i C14OKER COURSE G 2 0 2 C AGGIMSATE "'TE, SEE NOTE 2 8 8 S 4 NOTE& 1, PERMEABLE PAVEMENT THICKNESSES 0STE0 FOR PORO dS ASPHALT 1NI WEARM COURSE AND ASPHALT TREATED PERMEABLE WE (ATPB} WHIZ 14 LIMZ.ED. 040KF R CGPtME IRIEWRED YLFFiENAT11S * VSED 2- RUNOFF STORAGE RROUIREMMT"w MAY REOU1RE A TMCKER AGGREGATE BASE. PiY'.O.RAUt iC WOEUNG RESIA,TS SHOWNG THE REQUIRED A.C}ARIEGATE RAWE TMCKNESS FORVORM)NAT'ER CONTROL MUST BE WSMITTEO. $ PREFViRE AND P TECT SUBGRADE PER APM GSP 2 .3(3) SUBGRABE FOR FE PAVEMENTS, COMPACT TO A DEPTH OF 6' TO W%-9 OF MAXIMUM 09 W lTY PER MOOT 2-0 3(14)M 0WRWMPACTSD SUBQRADE &II ALL BE 5&A78' WO TO W MIN. AND RICO ACTED a please see subgrade requirement noted on this sheet. GMFRAL NOT x 1 3REFERTOVWSMTLOCALAWMYG€NERALSPECIALPROVISIONS(0 DfflS1[fT429APWA T°V,AND MDOTSTANDARDSPECIFiCA'tiM 2. 1rWUSHMAISR#,l,LCONFORM TORE04.t3RiEMENTSOF°APWA W S*i:. 3. PAVEMENT SASE SHALE. BE INSTALLED PER APAA GSP 4 A 3(Tx) SHAf 414 AND COMPACT10N_. e. PEi4MCA" AShPHALt TREATED BASE (PATRi 'SHALL CONFORM TO TtiE FRBCLLYRF�( NTS Qf APM GSP sAT. CRa 38h{EC3 SiJP7F.AGING CHOKER COURSE SC=) S ILIL COWORM TO THE REWFREMENTS OF APM GSP 444 V Cf3 *2)) OPM. S. PERMEABLE BALLAST SK?kLL COWORMTO THIS REQUIREMENTS OF ~13SP A-0428#Sk'4 VD, 091• 0. WNIMLM UTILITY SETBACKS AND PFtDTFFCTiO m mErASURES MUST CONFORM TO CUR Mff C4TY ST AND GTH R VTMtY PROVIOER REQUIREMENTS REFER TOTHE CITY OF MNT4N WRFACB WATER MSIGHN MANUAL AND ST4k4KBARD PLANS M.10 AND 2SS 20, 7. PE1tl'1FEA8i.E PAW*ENT *jALL IBE M3jG UO on REVI£WETD SY A iICETA$lcL1 i NG1NF,.ERMKa C OLOG€ ST Ci2 GMTECi'iir#C'.A€. ENi INFER. FOR ALL AfPPVCATIONSy PAVEMENT DESIGNS MUST BE PREPARED By AN ENGINEER UCENSEDIN VMASHINGTON STATE. e A=EPTANCE TESTING FOR SIDEV*IKS. PATHS AND VEH1CtP-AR PAWNENT L S THAN 2.OW SF SHIA41 K AS FOLLOWS PAtVENEUT Si Ml, SE PERMEApi.4r ENO(1CPH TO ABSORBS WATER AT A MINIMUM RATE OF 20 INCHES PER HOUR WMEMATELY AFTER SURFACE eAS BEEN V1 TTED c.0W#N 4USLY FOR AT L,EW 10 MINUTES. APPROVAL 14MI i 5 GALLON BUCKET TEAT. VATE1R TRUICK, OR ASTM C1701 USING A 124NCH1 RING SEALED AT THE PAVUENT SLOFACE_ 9, ACCEPTANCE:' TESTING Km ROADV§VAYS AND1PARKING AREAS OF 2000 SF OR ) EATER SMALL HAVE A WN€MUM INFILTRATION RATE OF 1W R"Ni,n MA ASTM CIMI AND A414VA GSP 5,A4.3 AND 6,3(6), 10. ROADWAYS, Off *'WAYS. AND PAMd€I+tEi tD S JECT TO VENCtE LOADING SKALL MEET STRUCi OL REi'AUMME3+TS OF C4T7 OF RENTON TRANSP ORTATUN DEPARTMENT VANDAROS FOP ETaU1VALENT N09416RMEASLE PAVEM?W TYPM 1t. REFER TO THE CITE` Of RENTON SURFACE WATER ENESIGNI MANUAL(SWDWORADCFRONAL REQUIREMENTS PER SA M C 21, 12, FOR PERMEA PAVEMENT INSTALLATIONS ON SLOM GREATER THAN I5%, a'-M I9AVID ARV(: RLl MEOPgR STD £ISBN zS1.20. UNLE5ONE'RWISE WT' IDRAWI LSIFCTT"SCALE TNT$) Adftk PERMEABLE PAVEMENT MATERIAL sToY PLAN . 261:10 �► PUBLIC: it ORVIs ° ET[ DEPARTMENT SCt�1!�S - PERVIOUS CONCRETE AND POROUS ASPHALT ATE -v ONAL 0710,512021 1/2"X4" EXPANSION MATERIAL 1/4"R AT JOINTS SCORE LINES TO BE RADIAL A TO CURB AND GUTTER A + 1/2"X4" EXPANSION MATERIAL 1/4"R AT JOINTS "W"-WIDTH OF SIDEWALK 1/2"X4" EXPANSION MATERIAL 1/4"R AT JOINTS CEM. CONC, CURB AND GUTTER SCORE LINES B 1/2"X5" EXPANSION 1/4'"/F T. SLOPE MATERIAL CURB RETURN ONLY 1/2"R 1/4"/FT, SLOPE 1/2'•R 4" 1/2`•R -PAVEMENT AS PER PLANS 4" 77 PAVEMENT A' PER PLANS /I STANDARD CEM. CONC. PARKWAY) STANDARD CEM. CURB AND GUTTER CONC. CURB ANDGUTTER SECTION A -A SECTION B-B SEE SHEET 2.5.1 FOR ROADWAY DEVELOPMENT STANDARDS NERAL NOT JOINTS: DUMMY JOINTS SHALL BE PLACED NOT TO EXCEED 15' C/C NOR LESS THAN NY C/C. THEY SHALL NOT BE LESS THAN 3/15" IN THICKNESS AND SHALL BE EXTENDED 2' BELOW THE GLJTTER LINE_ 1/2' WFW JOINT5 SHALL BE PLACED AT ALL COLO JOINTS AS DIRECTED BY ENGINEER AND SHALL EXTEND i- BELOW CONCRETE. WHERE THE SIDEWALK IS TO BE PLACED AGAINST THE CURB AND GUTTER, ME JOINT 51HALL BE A COLO JOINT. 1/2-X 5" EXPANSION MATERIAL SHALL BE PLACED FROM P.C.'S TO P.T.'S AT ALL CURB RETURNS EXPANSION MATERIAL SHALL BE PLACED AT EVERY FOURTH SIDEWALK PANEL. THE CDNCRETE MIX FOR SIDEWALKS SHALL CONFORM TO THE REQUIREMENTS OF CLASS B (3/4") WITH AIR ENTRAINMENT. THE CONCRETE SHALL HAVE A BROOM FIN15H WITH ALL EDGES HAVING A 2 1/2" TOOLED FINISH SUBGRADE COMPACTION SHALL BE 907 (IdOO1flED PROCTOR), -- FACE OF CURB 61!Y t 6 1)2" I I" - 1l2" R V R. 1:24 4 TOP OF ROADWAY �I 3 I' - 1 r. CEMENT CONCRETE TRAFFIC CURB AND GUTTER �- FACE OF ADJACENT CURB _61V2" I -----i • FLUSH WITH GUTTER -•-- PANATSIDEWALK 11 II RAMP ENTRANCE If / TOP OF 112"R, .(' ROADWAY DEPRESSED CURB SECTION AT SIDEWALK RAMPS TYPICAL SIDEWALK ADOPTED CITY OF RENTON STANDARD PLANS -N�' N •>: `l LST DATE: 04/04 DWG. NAME: F007 SP PAGE: FC07 _ e" CEMENT CONCRETE 1"R. SIDEWALKRAMP VARIES ,� i OR LANDING FROM-;�...__ 4 . 6"TO0 �. '�•- 316" PREMOLDED JOINT FILLER CEMENT CONCRETE PEDESTRIAN CURB AT SIDEWALK RAMPS AND LANDINGS 4 - FACE OF ADJACENT CURB I /_ SEE DEPRESSED CURB DETAIL THIS SHEET %/ 24 f TOP OF "_141)2"R. ROADWAY 1 � DEPRESSED CURB SECTION AT RESIDENTIAL DRIVEWAYS ONLY. FOR COMMERCIAL DRIVEWAYS SEE STD PLAN 104.2 - FACE OF CURB 151r2'I ! 1" 112" R. E �•" i" R. OF ADJACENT CURB-T....._ TOP OF fD ROADWAY GUTTER SURFACE ••- ' J' V _ 1' R. .. R. % CEMENT CONCRETE TRAFFIC CURB DEPRESSED CURB DETAIL. AT RESIDENTIAL OR COMMERCIAL DRIVEWAYS, AND ALLEYS GENERAL NOTES; 1, See 51andard plans 102 and 10 1, 1 fDr curb expansion and contracllon loll spacing. 2. Not used, 3. For Depressed Momnihic Driveway Curb & GUlterSeCUoR, see Slandard Plan 104.2 STD, PLAN - 101 PUBLIC WORKS DEPARTtTiENT CURBS PR CONCRETE CURPRq 'L'D NO. REVISION 1'-D- 1'-B' €SEE CONTPAI:T! RCU�OILLG 2�0`• `t i tr2' ltNl R. (TYP.} I V r'�CUR9NDTINGLUDEU1NBIpiTEr.1- 1 s•s +� . >ti•..4 �.. :.sue ';�rin,.� j ''[I _ SEE RALSEDEOGE J=tl'lltlI PREI.IDLDEp �IT:+�� 1'-6` SIDEWALKD-YAJL - THIS SHEET JOINT FILLER ALL CUT MIN, {SE£ COWRACTI uLOPES_ lr.!' IINI H rrYPJ WITH RAISED EDGE ��0<i ~, URB NOT INCLUDED IN BID ITEM F €H.PRIUACLOE0 S" JOINT FILLER `,�' FINISHED GRADE I' till) BELOW 2'-9' SIDEWALK TOP OF CONCRETE SURFACE ADJACENT TO CURB t• 0• 1'-0' NIN. 15EE CONTRACT) ROU�IXNGITYP,) 2.On j)CUROHOTINCLUOED3NBIOITEI.1- 1 iY. frN1 BRIDGE OR PEDESTRIAN ' •PR£h1pL0Ep 3W - WALL OR BARRIER RA1L111G JOINT FILLER ADJACENT TO CURB BARRIER -$EE SIDEWALK (STEEP FILL SLOPES) CONTRACT PLANS / (SEE CONTRACT) WALL OR BARRIER ! I 1 _'UN! R. (TYP.I - FLUSH I CURB NOT INCLUDED IN BIa ITEht- SIDEWALK I' _ VERTIOAL4VALL- •T'J"' FAQ-'•- T 318' IINI PREIADLDED .,-cn .Y-•.,y_1 SEE DETAIL j011,1T FILLER (TYP.) �. , � Y Ij u . ADJACENT TO CURB AND RAILING OR WALL sa' IINI pREtAOLDEo JOINT FILLER SIDEWALKBUFFERWRIP I5EE CONTRACT) IS tr2"EE NOIINI'TE 16) SIDEWALK ADJACENTTO WALL DETAIL CURB NOT INCLUDED IN BID ITEM - ••�•••- T''w �T��'j LEVEL J FINISHED GMOE 1' (tN} fiELOW TOP OF CONCRETE SURFACE FOR PLANTING -FLUSH IF PAVED // Y ADJACENT TO BUFFER STRIP ,)'•D" BHODMeb FlFINISHm i`pNIR. ♦ r • r c 4•WIDE SMOOTH TROWELED PERIMETER p• A YE _., _ / RAISED EDGE DETAIL 1�• I EXTEND SIDEWALK TFANSVERSE JCIHTSTO INCLUDE RAISED EDGE GEMENi CONCRETE CURB IC URBANE GUTTER SHOWN) `\ NOT INCLUDED IN BID ITEM ` For NOTES see STD PLAN 104.2. Paved surfaces must comply Wi€h STD PLAN 1021 as applicable, \� ly IN SID TIDNJOnfi [ ��"` INSOEWALKONLY_.- s � T-a• D ,�-EXPANSION JOINF INBOTH t �E •.Y ®, '�� JO �. •' "i .b E•?• }O ,. Y' GURRAND51D£WALKISEESTOAAHNNI, - JOINT AND FINISH PREh10LDED �T_ DETAIL JOINT FILLER `E ` EXPANSION JOINT !C CONTRACTION JOINT Y PUBLIC WORKS CEMENT CONCRETESM• PLAN -- 102 { As o$ PYRO 'ED: DEPARTMENT SIDEWALK F-- BID ITEM IINDLUOE5 SIDEWALK 10LF OF PAE`--�•-- 0`-�mm• _ � � c.inn i DRNEWAYREOUIRVEO II 118'EXPANSIDN JpINT ITYP.i" (SEE STD. PLAN 102J ` I No- EKP"SION Jam ITW.1 /,, fsE-e sib, PINT 1R21 CC (- C< 1 // / 51 I j i BEE NOTES j Ee o { F w VEUT HCRETE @WALK SEE NDTEI -I %� CEM URB& UTTER RAMP WITH IAi:IV lYo 7 SLCIPE(TYP.) t=710TE3) J�a• [RNTRACTIONJOINF ITYP.1 [SEESTD.PUN 11PLAN VIEW HYPE C3 SHOWN. C1 Z NOTE 9j� MAX SIL�R) (SEEvanes L ERBTC SOI � i3K INL SEE rk9TEEfIVPI, ' 10•Mlil.•I tmMul. " DEPIIESS ED CURD& GUTTER C-eNT CONCRETE (SEE NOTE 3) _xl:lEwAFK O 3"Exw I. JOrl.mm SECTION A On. sT0. ww ", SpEWALKWUM /YR{IrPJ 10:5 OIFY ERENC E IN SLOFB MAT.-^ DRMLSYAY WI SiT1VE5LOPE [SL[iPE SNOAY FJU(IGEBATE➢) � 1,4: t , l5X _ q tptfiEw&Y_ J•10'MIN' nRIVT:WAY Wf31ELAfNE SEC ION O t1EWTiVE &DYE ISEtlFE.�'l ` /� - GHONI3EzkGGERA/F.C! For NOTES see STD. PLAN 104.2 �1 STD. PLAN -- 104.4 + * PUBLIC WORKS CEMENT CONCRETE (DRIVEWAY PPR ED. Olt =i1 DEPARTMENT ENTRANCE -TYPES C1 B, C28, C313, and C-MAXB (WITH BUFFER) SURVEYED: DESIGNED: S. TATU, PE DRAWN: ST CHECKED: BY DATE AP P R APPROVED: SCALE: SEE PLAN ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NANO 1988 HORIZONTAL: NAD 1983/1991 DATU M PERMEABLE PAVEMENT SUBGRADE CRITERIA: THE FIRST 2-FEET OR MORE OF THE SOIL BENEATH AN INFILTRATION FACILITY MUST HAVE A CATION EXCHANGE CAPACITY GREATER THAN 5 (TESTED USING EPA LABORATORY METHOD 9081) AND AN ORGANIC CONTENT GREATER THAN 0.5% (MEASURED ON A DRY WEIGHT BASIS USING ASTM D 2974), AND MUST MEET ONE OF THE FOLLOWING SPECIFICATIONS FOR GENERAL PROTECTION OF GROUNDWATER: A) THE SOIL MUST HAVE A MEASURED INFILTRATION RATE OF LESS THAN OR EQUAL TO 9 INCHES PER HOUR, EXCEPT IN GROUNDWATER PROTECTION AREAS WHERE THE MEASURED RATE MUST BE LESS THAN OR EQUAL TO 2.4 INCHES PER HOUR, OR A) THE SOIL MUST BE COMPOSED OF LESS THAN 25% GRAVEL BY WEIGHT WITH AT LEAST 75% OF THE SOIL PASSING THE #4 SIEVE, AND THE PORTION PASSING THE #4 SIEVE MUST MEET ONE OF THE FOLLOWING GRADATIONS: AT LEAST 50% MUST PASS THE#40 SIEVE AND AT LEAST 2% MUST PASS THE#100 SIEVE, OR AT LEAST 25% MUST PASS THE #40 SIEVE AND AT LEAST 5% MUST PASS THE #20 PERMEABLE PAVEMENT NOTES 1. GEOTECHNICAL ENGINEER OF RECORD (GEOTECH) MUST BE ONSITE TO MONITOR CONDITIONS OF SUBGRADE. IF UNSUITABLE SOILS ARE FOUND, THEN THE SOIL MUST BE OVER EXCAVATED AND REPLACED WITH GRAVEL BORROW PER WSDOT 9-03.14(1) OR AS DIRECT BY THE GEOTECH. 2, CONTRACTOR TO HAVE GEOTECHNICAL ENGINEER ON SITE DURING THE PAVEMENT AREA PREPARATION AND TO CONFIRM SOIL IN PAVEMENT AREA MEETS THE REQUIREMENTS FOR WQ TREATMENT REGARDING THE CATION EXCHANGE CAPACITY (CEC) VALUE AND ORGANIC CONTENT % OR PROVIDE AMENDED SOIL AS OUTLINED IN THE 2009 KING COUNTY SURFACE WATER DESIGN MANUAL AND THE CITY AMENDMENTS TO THE MANUAL. a. ASPALT PER WSDOT Y2 HMA PG 70-22 (POLYMER MODIFIED), b. ASPALT CONTENT SHALL BE 6.0 -7.0 PERCENT BY WEIGHT OF TOTAL (DRY AGGREGATE) MIX. c. TOTAL VOID SPACE TO BE 16-25 PERCENT PER ASTM. D3203 d. AGGREGATES MEETING THE GRADATION PER THE NAPA IS-155 DESIGN OR EQUIVALENT AS SHOWN i�. SIEVE PERCENT PASSING 3/4" 100 1j2" 90-100 3j8" 70-90 NO.4 20-40 - --- -- NO.8 10-20 NO.40 7-13 ------------------------------------------------------------------------ NO.200 0-3 e. ANTI -STRIPING AGENT PER WSDOT 9-02.4, NOT TO EXCEED 1% BY WEIGHT OF AGGREGATES. TESTED PER AASHT283-07. f. DRAIN DOWN:0.3 PERCENT MAX. @ 15 DEG ABOVE MIX TEMPERATURE PER ASTM ❑6390-05, g. MIX TEMPERATURE: 260 - 28OF h. LAYDOWN TEMPERATURE: 240-26OF WITH AIR TEMPERATURE >45F AND RISING. i. SUBGRADE COMPACTION 90% MDD. UTILITY TRENCHES SHALL BE COMPACTED TO 95D/ MDD. 3. AMENDED SOILS CRITERIA AREAS FOLLOWS: a. THE FIRST 6 INCHES OR MORE OF SOIL BENEATH THE INFILTRATION FACILITY HAS A CATION EXCHANGE CAPACITY GREATER THAN 5 AND AN ORGANIC CONTENT OF GREATER THAN 1.0%, AND b_ THE SOIL MUST HAVE A MEASURED INFILTRATION RATE OF LESS THAN OR EQUAL TO 12 INCHES PER HOUR. 4. ORGANIC CONTENT SHALL BE MEASURED ON A DRY WEIGHT BASIS USING ASTM D2974, 5. CATION EXCHANGE CAPACITY (CEC) SHALL BE TESTED USING EPA LABORATORY METHOD 9081 6. CERTIFICATION BY A SOILS TESTING LABORATORY THAT IMPROTED SOIL MEETS THE ORGANIC CONTENT AND CEC CRITERIA ABOVE SHALL BE PROVIDED TO THE CITY OF RENTON CONSTRUCTION INSPECTOR. 'CONSTRUCTION NOTES: 1. SEE WSDOT LOCAL AGENCY GENERAL SPECIAL PROVISIONS FOR PERVIOUS CONCRETE PAVEMENT (5-06.SA), POROUS HOT MIX ASPHALT (PHMA) AND POROUS WARM MIX ASPHALT (PWMA) (5-04.1, 5-04.2, 5-04.3), CRUSHED SURFACING CHOKER COURSE (4-04.2(9-03.9(2)), PERMEABLE BALLAST BASE COURSE (4-04.2), SUBGRADE (2-06.3(3)), ASPHALT TREATED PERMEABLE BASE (ATPB) (4-SA2), AND OTHER GSPS APPLICABLE TO PERMEABLE PAVEMENT FACILITIES. 2. MINIMUM UTILITY SETBACKS AND PROTECTION MEASURES MUST CONFORM TO CURRENT CITY STANDARDS AND OTHER UTILITY PROVIDER REQUIREMENTS. REFER TO SURFACE WATER DESIGN MANUAL AND STANDARD PLANS 265.00 AND 265.10. 3. PERMEABLE PAVEMENT SHALL BE DESIGNED OR REVIEWED BY A GEOTECHNICAL PROFESSIONAL. FOR ALL APPLICATIONS, PAVEMENT DESIGNS MUST BE PREPARED BY AN ENGINEER LICENSED IN WASHINGTON STATE. 4. PERMEABLE PAVEMENT THICKNESSES LISTED FOR POROUS ASPHALT INCLUDE WEARING COURSE AND ATPB WHEN UTILIZED. -5. MINIMUM STRUCTURAL VALUES OR RUNOFF STORAGE REQUIREMENTS MAY REQUIRE A THICKER BASE. CALCULATIONS SHOWING THE REQUIRED BASE THICKNESS FOR STORMWATER CONTROL MUST BE SUBMITTED. .6. PERMEABLE PAVEMENT SHALL BE PERMEABLE ENOUGH TO ABSORB WATER AT A MINIMUM RATE OF 20 INCHES PER HOUR IMMEDIATELY AFTER SURFACE HAS BEEN WETTED CONTINUOUSLY FOR AT LEAST 10 MINUTES, INSPECTOR WILL CHECK FOR COMPLIANCE PRIOR TO CONSTRUCTION APPROVAL WITH 5 GALLON BUCKET TEST, WATER TRUCK, OR ASTM C1701 USING A 12-INCH RING SEALED AT THE PAVEMENT SURFACE. -7. SIDEWALKS, MULTI -USE PATHS AND PATIOS ON PRIVATE PROPERTY NOT SUBJECT TO VEHICLE LOADING SHALL HAVE A MINIMUM 28-DAY COMPRESSIVE STRENGTH OF 2,000 PSI. 8. ROADWAYS, DRIVEWAYS, AND PARKING LOTS SUBJECT TO VEHICLE LOADING SHALL MEET COMPRESSIVE STRENGTH AND STRUCTURAL REQUIREMENTS OF CITY OF RENTON TRANSPORTATION DEPARTMENT STANDARDS FOR EQUIVALENT NON -PERMEABLE PAVEMENT TYPES. 00 T O co T 1 I - co T O C) n .9. REFER TO THE CITY OF RENTON SURFACE WATER DESIGN MANUAL FOR ADDITIONAL REQUIREMENTS. z R-394522 0 IN COMPLIANCE WITH CITY OF RENTON STANDARDS Q %R CITY OF RENTON Planning/Building/Public Works Dept. I- z Er D Q W DATE: CC ASIAN RESTAURANT ADDN 0FIE5BOOK: 17 17630 108TH AVENUE SE, RENTON, WA 98055 PAGE: z R-394507 Q DRAWING NO: DETAILS C-2•1 Q PAVING & GRADING SHEET: OF: 7 15 C'7 i i 0 Uj z a z a rr a I- V J LIJ rr z Q � V J Q LO T H O 00 1. All work shall be performed in accordance with the specifications of the Soos Creek Water & Sewer District, also referred hereinafter as "District". 2. The Developer shall furnish the District a copy of the commercial andlor subdivision plans approved by the governing agency prior to any sewer main construction. 3. Prior to constructing any sewer mains, the appropriate streets and lots shall be cleared, graded, and staked by the Developer/Contractor and all existing utilities shall be located. 4. Following sewer main construction, any revision of roadway or easement grades requiring the mains to be reconstructed shall be made at the Developer's/Contractor's expense. 5. Reconstruction shall conform to the specifications of the District. All costs for inspecting such reconstruction shall be charged to the Developer in addition to the standard charges, and shall be paid before acceptance by the District. 6. No side sewer connections shall be made to the existing system until completion of the Bill of Sale and all easements. Obtain side sewer permits from the District for each side sewer connection prior to making connection. Bill of Sale will not be processed until Puget Sound Energy has either provided a work sketch or installed their vaults, hand holes and light standards, or the Developer has provided a signed hold harmless agreement (form supplied by the District). 7. All costs of sewer main re -staking shall be paid by the Developer(Contractor. 8. Property corners shall be pinned with reference tack on curbs by the Developer/Contractor. 9. The Developer/Contractor shall notify the District at (253) 630-9900 to schedule a pre - construction meeting at the District office. After the pre -construction meeting, the Developer/Contractor shall notify the District's field representative at least 48 hours (regular working days) before starting work. 10. The Developer/Contractor shall obtain all required final inspections to meet permit requirements. Inspections must oe scheduled at least 48 hours in advance. 11. Connections to existing sewer mains shall be made only with written approval of the District and only after at least 48 hours (two regular working days) advance notice. 12. Existing sewers to remain in service at all times. 13. All water and/or construction debris shall be removed from new sewers and shall not be permitted to enter the existing system. 14. Existing Manhole No. shall be core -drilled and re -channeled as required to receive incoming flow from the new sewer. SSMH 5 RIM=400.56 12"CONC IE N 390.73 12"CONC IE S 390.83 CB 3 RIM-399.53 24" CONC IE S 394.83 12"CONC IE N 394.93 1 `&O E +� SE--395.4�8-- 12" C❑NC, IE E 394.90 SDMH 6 RIM-402.94 B 36"CMP IE N 395.91 TOP GATE NW 397.12 TOP OVERFLOW 401.09 SPECIAL CUT -IN MANHOLE PER SODS CREEK SEWER DISTRCT STD S-1 RIM=400.1 12' SEWER MAIN NIE=391.13 12' SEWER MAIN SIE=391.14 6' SIDE SEWER IE=391,63 VERIFY IN FIELD. 11 LF 6" PVC @ 19.7% BOLLARDS FOR HYDRAN FIRE ALARM AND SPRINKLER SYSTEM REQUIREMENTS: D I D r- -I Q EXIST, EWER C❑NNECTI N TO MAIN. APPX, A portion 0f the NW 1/4 0f the NE 1/4 0f Section 32, Township 23 N., Range 5 E. 9 W.M. City 0f Renton, King County, Washington 1. All work shall be performed in accordance with the specifications of the Soos Creek Water & Sewer District, also referred hereinafter as "District". 2. The Developer shall furnish the District a copy of the commercial and/or subdivision plans approved by the governing agency prior to any water main construction. 3. Prior to constructing any water mains, the appropriate streets and lots shall be cleared, graded, and staked by the Developer/Contractor and all existing utilities shall be located. 4. Following water main construction, any revision of roadway or easement grades requiring the mains to be reconstructed shall be made at the Developer's/Contractor's expense. 5. Reconstruction shall conform to the specifications of the District. All costs for inspecting such reconstruction shall be charged to the Developer in addition to the standard charges, and shall be paid before acceptance by the District. 5. No water service connections shall be made to the existing system until completion of the Bill of Sale and all easements. Make application to the District for water meter installation for each water service connection prior to making connection. Bill of Sale will not be processed until Puget Sound Energy has either provided a work sketch or installed their vaults, hand holes and light standards, or the Developer has provided a signed hold harmless agreement (form supplied by the District). 7. All costs of water main re -staking shall be paid by the DeveloperlContractor. B. Property corners shall be pinned with reference tack on curbs by the Developer/Contractor. 9. The Developer/Co ntractor shall notify the District at (253) 630-9900 to schedule a pre - construction meeting at the District office. After the pre -construction meeting, the Developer/Contractor shall notify the District's field representative at least 48 hours (regular working days) before starting work. 10. The Developer/Co ntractor shall obtain all required final inspections to meet permit requirements. Inspections must be scheduled at least 48 hours in advance. - ASPHALT SB W IG�1 W SDCB Y E I RIM 4(2.25 XW ! IL 4110.92 L R. O W o . 3E�, F 12' I B WP RPr ,5% ,3,, `- 'F �W °I< 1r„ » P iy W yDC L� W h o C Dy CHAR E ❑L TEE z ❑VE F EL 401.28 `' Cu ❑J W W ET IE 395.28CU W ",I ICE IE 393.28 n C W W z ASP IALT SDCB TYPE II RIM=401,8 Y 4; NIE=400,3 CD o E=400,30 + D S, Q < Fri PP/T UP c� D C � C) C� C Q__7 _ -i �7 r F1 Ci o r-- APPROVED FIRE ALARM AND FIRE SPRINKLER SYSTEMS ARE REQUIRED TO BE EXTENDED INTO THE PROPOSED ADDITIONS AND THOUGHOUT THE ENTIRE EXISTING BUILDING. APPROVED SUPPRESION SYSTEMS ARE REQUIRED IN ALL KITCHEN COOKING HOOD VENTILATION SYSTEMS. SEPARATE PLANS AND PERMITS ARE REQUIRED TO BE SUBMITTED TO THE RENTON FIRE DEPARTMENT FOR REVIEW AND PERMITTING. ALARM SYSTEMS ARE REQUIRED TO BE FULLY AUTOMATIC AND MANUAL SYSTEMS AND FULLY ADDRESSABLE. DIRECT OUTSIDE DOOR REQUIRED TO THE FIRE SPRINKLER RISER ROOM. NII SD .■+I1� 82 -- .' , - n P 1L=37 Ctl P �nnnn --_n- o !10.0 �cn,_- o onnn o c 10 a 0 m MTFALL PIPE PROFILE ADA PARKING 405.00 400.00 395.00 - 1 390.00 2THICK WELL GRADED, CSTC 6' THICK PERMEABLE ASPHALT n P 1L=37 Ctl P �nnnn --_n- o !10.0 �cn,_- o onnn o c 10 a 0 m MTFALL PIPE PROFILE ADA PARKING 405.00 400.00 395.00 - 1 390.00 2THICK WELL GRADED, CSTC 6' THICK PERMEABLE ASPHALT 5/8' MINUS, CHOKER COURSE T NATIVE SOIL MEETING GROUNDWATER PROTECTION CRITERIA OR 7' THICK UNIFORMLY GRADED 3/4' THICK :HES OF AMENDED SOILS MEETING THE CRUSHED ROCK STORAGE COURSE IREMENTS FOR ORGANIC CONTENT (>5) ND CATION EXCHANGE CAPACITY (>1%) PERMEABLE ASPHALT PAVEMENT SCAM H 3M 1'40', VE Nr. P-W 405.00 405.00 8' DI INLET PIPE SDCB TYPE II NIE=400.3 W/ FRAME CAST IN LID 400.00 400.00 8' DI OUTLET PIPE NEIE=400.3 (TO DETENTION) W/ INVERTED WQ ELBOW 395.00 395,00 lA PARKING 390.00 ' 390.00 VAULT INLET DETAIL nogg SCAM MM P-Ill vE Nr, P-W �FOR co n WV a X FH SSMH 10 RIM=410.56 PP/L 8"CONC IE N 401.41 PP/T RAINAGE 0,8/. MIN,TYP FID CRD C❑ 8"GONG IE S 401.39 1- UPSPEED BUMP EXTRU D 4' PERF PVC IE=403,32 G O WM EXTRUDED CURB a - FD @ 0% MIN. J MAINTENANCE ACCESS,. TYP U CD a SDCB TYP Fp BRIM=402.7- ' B CUT 6' PVC RD @� ASPHALT U 6 CYCLONE FENCE a Q a a a a a a a a W W 1 W W W W W W W W W W 406 W W W W R i W W . ED CO I I IE=402,9 E=402,48 WIE=403 67 W W W W TYP W W W W W W W W I <� L •1 ,�c I r� - 3 �- W WL W W V. J W V. W VI _ 1 % W W W W I< <II RD DSJ W W W II II `� g II a� 83'x23' DETENTION VAULT �M IE=403,5 - - - - - _ _ W a W/ 6' LIVE STORAGE 1' CURB UT ���1y, Y `<`� i ' II<' I - GAS METER/ I GM FOR DRA AGE II II' < II -� RVICE I- G- - - - - - - - - m- -m- - 49S� y�T' CONCRETE E.XIS . EW I w W F N w W FORMER PAD & SERVICE IN EXIS ESMT W 1a 1 1/2' EXIST, WATER SERVICE REMOVED I - I 2° PR❑P, REPLACEMENT WATER - - -W - 5' x 10' AI- ❑NTAC GRATE A IA T. A CESS, TYP, Ir B TYPE 1RIM=402.9 I Q;<II IE=395 26 Ili 3. '{I C LF .5'. VC, @ 0,5% _ I I F 8" PVC- @ 0.5'. , TYPE I INLET IE=399,6 �30 LF PERE. PVC iE=399,6 II I EMERGENCY U�iDEI] Ii �6LF6' SS ❑ II P @ 7.8'. W _ RIM=400.4 l TRADE IE 393.8 W WS A'RBAN ED l - a - W y`i P W TYPE I INLET IE=399,6 �30 LF PERE. PVC iE=399,6 II I EMERGENCY U�iDEI] Ii �6LF6' SS ❑ II P @ 7.8'. W _ RIM=400.4 l TRADE IE 393.8 W WS A'RBAN ED l - a - W y`i P W CR EXTRUDED CURB - EXISTING 12' _7 E 331,84 32 MAPLE 7 REPLACEMENT WATE ERVI DUCTILE IRON PIPING EXISTING 12" 1/2' EXIST TE ER T❑ BE REM❑VE - - DUCTILE IR❑N PIPING r? IRRIGA N SERVICE W/ BACKFLOW PREVE TER - 9 D❑MESTIC WATER SERVICE AND _ n r, HYDRANT NEW 4' FIRE LINE ASPHALT CD(1) 12 X 4 WET TAPPING TEE ry CONCRETE z (1) 4' NRS GATE VALVE, FLANGED 0710,512021 NO. REVISION m (1) 4 X 1-0 SPOOL, FLANGED (1) 4' NRS GATE VALVE, FLANGE X MJ z (1) POST INDICAT❑R W/ TAMPER SWITCH C) FTI SURVEYED: SCALE: /� SEE PLAN DESIGNED: S. TATU, PE DRAWN: ST ONE INCH SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVE) 1988 HORIZONTAL: NAD 1983/1991 DATU M POWER GAS SEl am GAS SERVICE OR, POWER SERVICE 6 WM I IPP/L UP 7o pR CITY OF RENTON Planning/Building/Public Works Dept. Basis 0f Bearing: GRID NORTH. BASED UPON GLOBAL POSITIONING SYSTEM (GPS) LAMBERT GRID WASHINGTON STATE NORTH ZONE COORDINATES, THE NORTH AMERICAN DATUM OF 1983/2011 (HAD 83/2011 EPOCH 2O10,00) GRID COORDINATES WERE FOUND TO BE 165409.10 / 1303018.82 AT AN "X" ON A BRASS DISC AT THE NORTH QUARTER CORNER OF SECTION 32, TOWNSHIP 23 NORTH, RANGE 5 EAST OF THE WILLAMETTE MERIDIAN, THE INVERSE OF BOTH THE SEA LEVEL CORRECTION FACTOR OF 1.0000106598 AND THE GRID SCALE FACTOR OF 0.9999844500 WAS APPLIED TO THE GRID COORDINATES FOR SHOWN GROUND DISTANCES. C0 T Vertical Datum: O (C) BASE: r COR 2139: FOUND 3" BRASS DISC STAMPED "KC F BA 1993" IN LIGHT STANDARD BASE ON EAST SIDE OF 108TH AVE SE, IN FRONT OF AUTO SUPPLY STORE. ELEVATION 400.99 FEET (NAVD 88) City 0f ]�enton Control: COR #1866 N-165408.895 COR E-1303018.769 COR N-165409.097 MEAS E-1303018.816 MEAS COR #1868 N-162674.212 COR E-1305612.474 COR CY) CV N-162674.387 MEAS -1305612.560 MEAS E O O Survey Legend: T = FOUND MONUMENT, VISITED 11-3-15. FL - FLOW LINE J X - BOLLARD o = GAS METER(GM) o = MAIL BOX(MB) WS = WHEEL STOP REF - REFRIGERATOR UP - UNDERGROUND POWER C'7 = LIGHT STANDARD(ES) TO 0 = POWER POLE(PP) C) C = GUY WIRE ANCHOR(GW) TP = TRANSFORMER PAD T PP/L - POWER POLE WITH LUMINARE PP/T = POWER POLE WITH TRANSFORMER LSD - LIGHT STANDARD BASE IT - HANDICAPPED PARKING STALL q - SANITARY SEWER MANHOLE(SSMH) @ = TELEPHONE JUNCTION BOX(TJB) A = TELEPHONE MANHOLE(TMH) & = SIGN = SIGNAL BOX(SB) Y = FLAGPOLE(FP) A = STORM DRAINAGE MANHOLE (SDMH) = CATCH BASIN(CB) K STORM CLEAN OUT(SCO) 0 YARD DRAIN(YD) FF FINISHED FLOOR 0 20 40 ORN - ORNAMENTAL TREE DEC - DECIDUOUS P - IRRIGATION CONTROL BOX(ICB) o - WATER METER(WM) y - HYDRANT (FH) a WATER VALVE(WV) z 0 IN COMPLIANCE WITH CITY OF RENTON STANDARDS Q z Q Q Cn LLI DATE: ASIAN RESTAURANT ADDITION 05-04-2017 PAGE: 17630 108TH AVENUE, RENTON, WA 98055 Q R-394508 DRAWING N0: C-3 Q PLAN SHEET: OF: COMPOSITE UTILITIES 8 15 It 00 T C) 0 T 1 M H H Q J Z 0 r) Q Z rlr Q CO W It 00 T C) 0 T 1 M H H Q J Z 0 r) Q Z rlr Q CO W It 00 T C) C) T C) C'M N O O O Cfl a D J It CO T 0 n z r) a z a rr D a w z Q a co 1 W HORIZONTAL BEND z 0 o a z a TEE or I— Uj rry•,� \ z a VERTICAL BEND A portion 0f the NW 1/4 0f the NE 1/4 0f Section 32, Township 23 N. , Range 5 E. , W.M. City 0f Renton, King County, Washington VALVE ANCHOR ALTERNATE VERTICAL BEND -1" BARS PLUGGED TEE PLUGGED CROSS PLUGGED CROSS ! STEEL SHIM PLATE '1 � O NOTES: L 1. ALL CONCRETE FOR BLOCKING SHALL BE A T BLANK PLUG FIVE (5) SACK MIX. H 2. ALL BLOCKING SHALL BE POURED AGAINST 0 PLUGGED END FOR FIRM, UNDISTURBED EARTH. CV FUTURE EXPANSION T w CONCRETE BLOCKING DETAIL NTS CONC.J BLOCKING DETAIL )LOCKING 10 VENT BOX SHALL BE (D STANDARD WATER METER BOX PER BRASS PIPE, DETAIL W-17. PLAN SEE BY-PASS DETAIL INSTALL ON VAULT SIDE WITH THE LEAST If CONFLICTS. ELEVATION 1 -S" 90' PVC BEND -s" ELECTRICAL PVC CONDUIT -SEE PIPE SLEEVE DETAIL II TO BE INSTALLED II DOUBLE CHECK PIPE SLEEVE BY DISTRICT r VALVE W/PORTS LEAD & OAKUM Ili GATE 11 OR EPDXY VALVE SEALANT - - PIPE 15( l GATE VALVE 11 J '1 _ �E �PACKNT DRY TEST PORT (TYP)- VTEST VALVES 3/4" 90' BEND BY-PASS DETAIL (BRASS PIPE) PIPE SLEEVE DETAIL * SEE SHEET 2 FOR ADDITIONAL NOTES & MATERIALS SHEET 1 OF 2 DOUBLE CHECK DETECTOR BACKFLOW PREVENTION ASSEMBLY NTS 6" FRONT VALVE MARKER POST ICEWUIfCEU UIVLE33 VMLVE IJ IN PAVEMENT AND TOP OF VALVE BOX IS AT FINISHED GRADE. w 1V CLEAR a w O 0 (9 0 w I 7 ATERMAIN I PROTECTIVE PAD w SIDE 6" FRONT BLOW -OFF ASSEMBLY MARKER POST BLOW -OFF MARKER POST WILL BE REQUIRED UNLESS BLOW -OFF IS IN PAVEMENT. EDGE OF PAVEMENT +I 2" HMA PAVING N MATCH EXISTING GRADE I 1' CLEAR I PROTECTIVE PAD 18"-24" CAST IRON VALVE BOX W/ LID MARKED "WATER" SERIES 940E OR AS APPROVED BY DISTRICT PLAN SECTION VALVE BOX PROTECTIVE PAD NOTE: MARKER POST SHALL BE PAINTED WITH 2 COATS OF WHITE PAINT, LETTERS SHALL BE 2" HIGH AND STENCILED IN BLACK PAINT. MARKER POST SHALL BE LOCATED 10 FT. (MIN.) AWAY FROM EDGE OF ROAD WAY. VALVE BOX PROTECTION w PAD AND MARKER POST 13 NTS PIPE SIZE VAULT SIZES CATALOG # VAULT # COVER # BASE # 3" & 4" 575—LA 575—BL 57TL-30C 575—BL 6" & 8" 4484—LA 4484—ML 4484TL-30C 4484—BL 10" 5106—LA 5106—ML 5106TL-30C 5106—BL GENERAL NOTES: WATERMAIN 1. PAINT ALL INTERIOR METAL INCLUDING PIPE, VALVES, AND FITTINGS WITH TWO COATS OF EPDXY AS APPROVED BY THE DISTRICT. USE TNEMEC SERIES 135 CHEMBUILD, MODIFIED POLYAMIDOAMINE EPDXY. APPLY PER MANUFACTURERS INSTRUCTIONS. 2. THE ABOVE VAULT SIZES WERE SUPPLIED BY UTILITY VAULT CO. AS A REFERENCE FOR REQUIRED VAULT DIMENSIONS. SHOP DRAWINGS SHALL BE SUBMITTED FOR APPROVAL. 3. ALL ACCESS COVERS MUST BE MARKED "WATER" & BE LOCKING & TRAFFIC BEARING AS REQ'D BY DIST. WITH THREE (3) TAPPED 5/8" HOLES (SEE STANDARD DETAIL W-25C). SQUARE HATCH MAY BE USED, SUBJECT TO APPROVAL BY DISTRICT. 4. CLASS 52 D.I. PIPE IS REQUIRED. MATERIAL LIST O1 HATCH CAST IRON OR ALUMINUM MANHOLE GRATE AND COVER (SEE #3 ABOVE). O2 LADDER RUNGS CAST IN PLACE 3/4" GALV. BAR AT 12" O.C. OR FABRICATED ALUMINUM LADDER SECURED AT TOP AND BOTTOM. O3 CONCRETE VAULT— SUBMIT DETAILS FOR APPROVAL (SEE TABLE ABOVE). ® DETECTOR DOUBLE DETECTOR CHECK VALVE ASSEMBLY MUST BE APPROVED FOR INSTALLATION IN WASHINGTON STATE. TYPE SHALL BE APPROVED BY THE DISTRICT. O5 VALVE TWO EACH, AWWA, FLANGED OS & Y GATE VALVES WITH HANDWHEELS. MUST BE LOCATED INSIDE OF VAULT. © COUPLING ADAPTOR- TWO EACH, CAST IRON, FLANGE BY MECHANICAL JOINT WITH RESTRAINT. O7 FLOOR DRAIN 4" PVC, SLOPED TO STORM SEWER OR DAYLIGHT TO DRAINAGE DITCH. ALTERNATE: WATERPROOF VAULT w/ XYPEX & SUMP PUMP. ALTERNATE MUST BE APPROVED BY THE DISTRICT AND WILL BE ALLOWED ONLY IF DAYLIGHT DRAIN IS EXTENDED OVER 300 FEET. ® WATER METER 5/8" x 3/4" TO BE INSTALLED BY THE DISTRICT. O9 PIPE STAND 1" SCHEDULE 40 GALVANIZED PIPE STAND & BASE BOLTED TO FLANGE. 10 TEE 3/4" BRASS WITH 3/4" PLUG. 11 GATE VALVE 3/4" BRONZE BYPASS GATE VALVES (ASTM B62). 12 WATER MAIN CLASS 52 D.I. PIPE WITH RESTRAINED JOINTS. 13 WALL FLANGE TWO EACH * SEE SHEET 1 FOR ADDITIONAL DETAILS SHEET 2 OF 2 DOUBLE CHECK DETECTOR M BACKFLOW PREVENTION ASSEMBLY ncn NO. REVISION 2" CUBE KNESS 2 14" CUBE (INSIDE MEASUREMENTS) 1/8' MINIMUM THICKNESS NOTES: LENGTH AS REQUIRED TO PUT OPERATING NUT TWO (2) FEET FROM SURFACE. EXTENSIONS ARE REQUIRED WHEN THE VALVE NUT IS MORE THAN FOUR (4) FEET BELOW FINISHED GRADE. EXTENSIONS ARE TO BE A MINIMUM OF TWO (2) FEET LONG. ONE EXTENSION IS TO BE USED PER VALVE. ALL EXTENSIONS ARE TO BE MADE OF STEEL, SIZED AS NOTED, AND PAINTED WITH TWO (2) COATS OF METAL PAINT. w� VALVE OPERATING NUT EXTENSION NTS 30"x6" LOCKING FRAME & COVER UTILITY VAULT CO: TAPPED p" N.C. THREAD 30" x 6" (TYP 3 PLACES) 30" DIA. CLEAR OPENING FLANGED DOWN LOCKING FRAME & COVER DETAIL SURVEYED: DESIGNED: S. TATU, PE DRAWN: ST CHECKED: BY DATE APPR APPROVED: NTS SCALE: VERTICAL: NAVD 1988 SEE PLAN HORIZONTAL: NAD 1983/1991 CITY OF %R RENTON ONE INCH DATU M Al FULL SCALE Planning/Building/Public Works Dept. IF NOT ONE INCH SCALE ACCORDINGLY 18"-24" CAST IRO!' VALVE BOX W/ LID MARKED "WATER" SERIES 940B OR A APPROVED BY DIST DOUBLE STREET ELBOWS MANHOLE RING 6 OLYMPIC FOUND? MH30A D/T MAR "WATER" w/ 4" CONCRETE GRADE RING Wil0 CURB 2" SCH. 120 PVC PLUG 3'-0" MIN. I 1 4" CONCRETE / GRADE RING 2" GALV. IRON 18 COUPLING � Mil 2" GALV. IRON PIPE, LENGTH TO SUIT 2" GALV. IRON PIPE — DOUBLE STREET ELBOWS T „a» MAIN �.vlv�.r�L I L oLv�.r�uvv (SEE BLOCKING DETAILS) MAIN 12" TO 18" I STD. CAST IRON VALVE ov BOX 2" GALV. IRON PIPE I Z2' GATE VALVE W/ 2" SQUARE OPERATING NUT 2" TAPPED CAP-/ NOTE: LOCATE BLOW -OFF ASSEMBLY AS CLOSE AS POSSIBLE TO MAIN. 2" BLOWOFF ASSEMBLY -IN PAVING NATIVE MATERIAL IF APPROVED BY DISTRICT AND RIGHT-OF-WAY AGENCY CONSTRUCTION REPRESENTATIVE 12" MIN. 6" MIN. NTS SUBGRADE 3' MIN. 95% COMPACTION 90% COMPACTION 90% COMPACTION SOILS ENGINEERING i 90% COMPACTION ' DETAIL NEEDED L- - - - - - - NOTES: 1. BEDDING -IN RIGHT OF WAY, DRIVEWAY PARKING LOTS, PAVED AREAS, AND NON - PAVED AREAS. 2. BEDDING FOR RIGID PIPE -NATIVE MATERIAL UNLESS JUDGED UNSUITABLE BY THE DISTRICT AND RIGHT-OF-WAY AGENCY CONSTRUCTION REPRESENTATIVE. 3. TRENCH BACKFILL, BEDDING AND MATERIAL TO CONFORM TO RIGHT-OF-WAY AGENCY SPECIFICATIONS AND DISTRICT STANDARDS. 1 PIT RUN 3" MINUS CRUSHED ROCK 5/8"-1 1/2" PIT RUN 3" MINUS CRUSHED ROCK 5/8"-I1 1 /2" I SAND -SOIL ENGINEER APPROVAL & COMPACTION TEST REQUIRED PEA GRAVEL 5/8" MINUS CRUSHED 2"-4" ROCK OR OTHER MATERIAL LISTED ABOVE TRENCH WIDTHS NOMINAL P DIAMETER MINIMUM EARTH MINIMUM ROCK MAXIMUM 2 18 24 36 3 18 24 36 4 18 24 1 36 6 21 24 36 8 24 24 36 12 28 28 40 (IN INCHES) It co T 0 O 1 T w TYPICAL TRENCH DETAIL 33 NTS z IN COMPLIANCE WITH CITY OF RENTON STANDARDS a ASIAN RESTAURANT ADDITION 17630 108TH AVENUE SE, RENTON, WA 98005 R-394512 DETAILS WATER SYSTEM z a a I— V J W DATE: 0 5-04-2017 PAGE: DRAWING NO: C-3.4 Q SHEET: OF: 12 15 Q z J A portion of the NW 1/4 of the NE 1/4 of Section 32, Township 23 Ke , ]Range 5 E.1 W.M. LO City of ]Renton, King County, Washington co 1 W I— I I z 0 I I 0 Q zLS Q I r > SB I D REMOVE OFF SITE BIRCH EXISTING OTTO LUYKEN LAUREL PROVIDE 10' LANDSCAPE BUFFER ALONG STREET FRONTAGES AND NEXT Q PROVIDE 10' LANDSCAPE BUFFER TO REMAIN, PLANT IN GAPS WITH TO EXISTING RESIDENTIAL I— ALONG STREET FRONTAGES AND NEXT NANDINA COMPACTA AS SHOWN, DEVELOPMENT, PROVIDE LANDSCAPE 101 U) TO EXISTING RESIDENTIAL FIELD VERIFY QUANTITY AND BUFFER ADJACENT TO EXISTING W DEVELOPMENT, PROVIDE LANDSCAPE SPACING BUSINESS USES rr 10, BUFFER ADJACENT TO EXISTING EXISTING RHODODENDRONS AT RHODODENDRONS NEW LOCATIONS FOR z BUSINESS USES F❑BASE OF TREE TO REMAIN TO REMAIN TREES 120 AND 122 I Q 1 -6S: 'YCLQNE FEN / PO AR • AR PO TC / i // , O / / // TC S H S S H 6 ' W ' /'+!2 ° W W lJV Q AR T G O S F rY C WG 4' C O / / P C' / �G W A XIST, GAS SERVICE \\ p R PO \ / / ' PO T / W H HS H9 PO PW PO P PO O P O A H \\ • / P R �, <" p A P° C/// Tc /' NG AREAS PROVIDE 15 SF OF LANDSCAPE 1 5 30 PO PO El pAW HQ A� r C) \ < PO / PER STALL. 38 STALLS TIMES 15 = 570 SF OF REQUIRED CURB CUT pAW W W PD SERVICE H M • a; ' ' p A c B LANDSCAPE, 805 SF PROVIDED. 1 E F❑R DRAINAGE pAW cp �/�/ \. < /P PA PO TC 70 SF LOT PLANTING S CE vo HS HS pp W EXI MT PAD IX pAW PA ' GA&ISERVIC \\•, < / / P A PO TC /' , SQUARE FOOTAGE AT EACH PARKING AREAS, TYPICAL W W ICE I T, ESMT PAW /�, N7� pA T 1 PROP, POWER SERVICE \�� ;. a. , \ ' ' STREET TREES AN PAP"W AW ° T PROVIDE ONE TREE PER EVERY 6 STALLS. 38/6=7 D P AW A p <• p ,' jjj a REQUIRED TREES, 9 PLUS PROVIDED R ��CR�HIN THE P� A o 1 S PROVIDE ONE SHRUB PER 20SF, 570 SF/2D = 29 SHRUBS FlIGHT OF WAY AW ° n '' TC A C 2 O I PAW A O WM m \ �ai• a a d a I REMODELED AND EXPANDED BUILDING I WPC AW m T A. ' �Y'/' , 5 SF • ' 20 1 0 d a / ,/P A p A PO / TG // d / , C 40 3 �/v p - PAW PO r v `W ' ' ' ■ A q� I a„ a 6 d d O� •�'.. W W Q • ...a �a , EXTEND EXIST. 4" PVC BIKE RACKS PER ARCH. C ° EXISTING RHODODENDRONS AT A ` o' SAN, SEWER SERVICE FROM BLDG. IE=403.7 PLANS BASE OF TREE TO REMAIN P AW PO t 00 VERIFY u Cl; W PO O •°° HQ HO a.. , P p TC 88 SF 42 SF e Qe❑ W° V' W T • a P p �-5 T 10 8 400 SF H PL ° L G � W PP/L P p P6� T� P O p O 113 �. RW Y[wL W ° �I 1 T HQ Wo O UP p \\ P P TG HO /,/,// ,✓,' � j.(/,'✓// %,/, j// ;,' / j ,' j.! ,'- / � H HQ IW HQ Q y, PLS HO .y O / AR P O H O HQ HQ H H° !% HO O HO H HQ Q HQ HQ HO HQ HO Q HQ O HN' HQ NO HO O.PH O HM HO HO HQ H$ H WQ HO Q H HQ !p HO HQ H4 HQ W W P C Y o T S L BLSW P,`.S PIyS PL$ PLS, PL PLS LS PLS P PLS PLS F'YLS PLS PLS S PLS PLS LS PLS LS i�LS PLUS L PLS S PLS S PLS W W W PO /,I WV S88 27'E13334.84' ° 133 132 /XFP/ PROVIDE 10' LANDSCAPE BUFFER NEW PROPERTY LINE AFTER ALONG STREET FRONTAGES AND NEXT DEDICATIONS ON EAST AND WEST OF 126-131 ❑LLARDS FOR HYDRANT TO EXISTING RESIDENTIAL PROJECT, SEE CIVIL AND DEVELOPMENT, PROVIDE LANDSCAPE ARCHITECTURAL PLANS BUFFER ADJACENT TO EXISTING BUSINESS USES Wv� �Vv I I I 0 new s e n I o NVM I o WM y FH R-394528 IN COMPLIANCE WITH CITY OF RENTON STANDARDS E LANDSCAPE PLAN DESIGNED BY OTHERS SURVEYED: SCALE: VERTICAL: NAVD 83/1 1 •20 HORIZONTAL: NAD 1963/1991 CTY 0F ASIAN RESTAURANT ADDITION DATE: o� os 2021 FIELDBOOK: DESIGNED: S. TATU, PE17630 P"R 108TH AVENUE SE, RENTON, WA 98005PAGE: �►�RENTON DRAWN: • R-394510 DRAWING N0: 07/OB/202/ CHECKED: ONE INCH DATUM AT FULL SCALE Planning/Building/Public Works Dept. LANDSCAPE L— 1 NO. REVISION BY DATE APPR APPROVED: IF NOT ONE INCH SCALE ACCORDINGLY PLAN SHEET: OF: 14 15 0') 't W T C) O Cfl T 1 z 0 0 Q z Q Q U) w oC z