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HomeMy WebLinkAboutP_Civil Construction Documents_161017_v2PROJECT DESCRIPTION These improvement plans include, but are not limited to, a new Taco Bell building, landscaping improvements, rain garden, dumpster enclosure, and parking lot for Taco Bell customers and employees. The proposed building will be ADA accessible from both the parking lot and existing right of way. Necessary signage will be provided throughout the site to provide proper instructions for both vehicle and pedestrian traffic. STATE OF WASHINGTON DEPARTMENT OF TRANSPORTATION SPECIFICATION The standard specifications of the State of Washington, Department of Transportation, including changes and supplemental specifications listed in the proposal shall govern this improvement. I hereby approve these plans and declare that the making of this improvement will not require the closing to traffic to the highway and the provisions for the maintenance and safety of traffic will be as set forth on the plans and specifications. T-001 C-001 C-101 TITLE SHEET GENERAL NOTES DEMOLITION PLAN C-111SITE PLAN C-121 C-132 C-133 C-501 C-502 GRADING PLAN SWPP PLAN DETAILS C-131SWPP PLAN NOTES C-134 C-141UTILITY PLAN SWPP PLAN NOTES AND DETAILS SWPP PLAN NOTES AND DETAILS DETAILS INDEX OF DRAWINGS NORTH VICINITY MAPN.T.S. 2 OF 2ALTA / NSPS LAND TITLE SURVEY TACO BELL RENTON, WASHINGTON 4225 NE 4TH STREET IMPROVEMENT PLANS APRIL, 2017 C-110EASEMENT PLAN DETAILS DETAILS C-503 C-504 DETAILS C-505 1 OF 2ALTA / NSPS LAND TITLE SURVEY NORTH LOCATION MAPN.T.S. PROJECT SITE PROJECT SITE NE 4TH STREET WHITMAN COURTDETAILS C-506 CITY OF RENTON IN COMPLIANCE WITH CITY OF RENTON STANDARDS 520 South Main Street, Suite 2531 Akron, OH 44311 330.572.2100 Fax 330.572.2102 TACO BELL 2016088.28 TITLE SHEET11TACO BELLTACO BELLR-396001TED-40-3960T-001 1 CITY OF RENTON COMMENTS JW 8/25/2017 17-00028817002911C:LUA:15-000014PR:1 1 1 1TYP. ALL SHEETS TYP. ALL SHEETS TYP. ALL SHEETS PARCEL: 9374000400 SITE AREA, SQUARE FEET: 31, 863 SITE AREA, ACRES: 0.731 TOTAL DISTURBED AREA, SQUARE FEET: APPROX. 23,483 TOTAL DISTURBED AREA, ACRES: APPROX. 0.54 GROSS IMPERVIOUS AREA, SQUARE FEET: APPROX. 21,308 GROSS IMPERVIOUS AREA, ACRES: APPROX. 0.49 NET NEW IMPERVIOUS AREA, SQUARE FEET: APPROX. -3,476 NET NEW IMPERVIOUS AREA, ACRES: -0.08 BICYCLE PARKING COUNT: 2 BUILDING SIZE: 1,856 SQUARE FEET MAX BUILDING COVERAGE: 65% TOTAL LOT AREA GROSS IMPERVIOUS AREA, SQUARE FEET = 21,308 GROSS IMPERVIOUS AREA, ACRES = 0.49 LAND USE DATA AREA PROVIDED PARKING SPACES 188 PARKING REQUIREMENTS 1 SPACE PER 75 SF OF DINING AREA THEREFORE: 581 / 75 = 8 SPACES REQUIRED. CURRENT ZONING: CA - COMMERCIAL ARTERIAL AND URBAN DESIGN DISTRICT D NET DENSITY = 0 TOTAL ESTIMATED CONSTRUCTION COST: TBD ESTIMATED FAIR MARKET VALUE: TBD EXCAVATION ESTIMATE: 11,000 CUBIC FEET REQUIRED PROVIDED NUMBER OF SPACES PERCENTAGE OF SITE AREA BUILDING PAVEMENT/IMPERVIOUS LANDSCAPING TOTAL 100%0.73 AC. 33% 6% 61%0.45 AC. 0.04 AC. 0.24 AC. REQUIRED PROVIDED PARKING SETBACKS BUILDING SETBACKS LANDSCAPE SETBACKS REQUIRED PROVIDED REQUIRED PROVIDED FRONT: NE 4TH STREET REAR: VASHON CT SIDE: WEST SIDE: WHITMAN CT 10' min., 15' max. 0' 0' 10.00' 109.13' 119.43' 37.10'* 10' 0' 0' 10' 39.40' 29.40' 52.02' 10.00' FRONT: NE 4TH STREET REAR: VASHON CT SIDE: WEST SIDE: WHITMAN CT FRONT: NE 4TH STREET REAR: VASHON CT SIDE: WEST SIDE: WHITMAN CT 10' 0' 0' 10' 15' min., 20' max. *DENOTES DIMENSION TAKEN FROM CANOPY 39.40' 29.40' 52.02' 10.00' OWNER/APPLICANT TACO BELL CORPORATION 1 GLEN BELL WAY MD#534 IRVINE, CA 92618 ENGINEER: GPD GROUP 520 S. MAIN STREET, SUITE 2531 AKRON, OHIO 44311 330-572-2100 SURVEYOR: DURYEA & ASSOCIATES 2702 NORTH PERRY STREET SPOKANE, WASHINTON 99207 509-465-8007 CONTACT INFORMATION PROJECT STATISTICS LANDSCAPE ARCHITECT: LYON LANDSCAPE ARCHITECTS 11237 NE 95TH STREET KIRKLAND, WASHINGTON 98033 253-209-4053 UTILITY SERVICE PROVIDERS: PUGET SOUND ENERGY 1101 LAKE WASHINGTON BLVD N RENTON, WASHINGTON 98056 425-235-7633 BENCHMARKS: BASIS OF BEARING NAVD88. BENCHMARK #1 - NORTHWEST CORNER SECTION 15, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. BRASS PIN IN CONCRETE IN MONUMENT CASE. CITY OF RENTON MONUMENT #1503. N=181067.883 E=1311396.674 ELEVATION=401.02' BENCHMARK #2 - 2.25" BRASS CAP WITH "+". CITY OF RENTON MONUMENT #1851 N=180978.623 E=1313999.610 ELEVATION=398.55' BENCHMARK #3 - ON-SITE TEMPORARY BENCHMARK. "X" ON SOUTHEAST HEADBOLT ON FIRE HYDRANT HAVING AN NAVD88 ELEVATION OF 395.20'. 1 1 HORIZONTAL COORDINATES: HORIZONTAL COORDINATE #1 DATUM: WASHINGTON STATE PLANE NORTH, NAD 83 (91-HARN) N=181004.355 E=1311793.606 HORIZONTAL COORDINATE #2 DATUM: WASHINGTON STATE PLANE NORTH, NAD 83 (91-HARN) N=180849.447 E=1311837.886 ISSUED FOR BID 10/17/17 10/16/17 General Plan Notes (Cont.)Utility NotesDemolition Notes General Legend Grading Plan Notes Site Plan Notes 6.All work within the rights of way shall be in accordance with the governing jurisdiction and specifications. 7.Contractor shall coordinate any maintenance of traffic with the owner's representative and the local jurisdiction prior to construction. 8.Contractor shall at all times ensure that SWPP measures protecting existing drainage facilities be in place prior to the commencement of any phase of the site construction or land alteration. (See sheets C-131 to C-136). 9.Upon completion of project, contractor shall clean the paved areas prior to removal of temporary sediment controls, as directed by the city and/or construction/project manager. If power washing is used, no sediment laden water shall be washed into the storm system. All sediment laden material on pavement or within the storm system shall be collected and removed from the site at contractor's expense. 10.The contractor will, upon becoming aware of subsurface or latent physical conditions differing from those disclosed by the original soil exploration work, promptly notify the owner verbally to permit verification of the conditions and in writing, as to the nature of the differing conditions. No claim by the contractor for any conditions differing from those anticipated in the plan and specifications and disclosed by the soil studies will be allowed unless the contractor has so notified the owner, verbally and in writing as required above, of such differing conditions. 11.These project construction documents shall not constitute a contractual relationship between the engineer and the contractor or the engineer and the subcontractor. 12.The engineer will not be responsible for construction or safety means, methods, techniques, sequences or procedures utilized in construction by the contractor or subcontractors. 13.All construction staking shall be by the contractor and included in the project base bid. Upon request, the engineer can electronically provide a CAD drawing file for construction layout purpose. Use of those files is subject to a separate agreement upon request. 14.The contractor shall run an independent vertical control traverse to check benchmarks and a horizontal control traverse through the referenced project control datum to confirm geometric data. It is the contractors responsibility to notify the engineer of any discrepancies prior to the start of construction. 1.All dimensions and radii are given to face of curb unless otherwise noted. 2.All exterior site specific Portland Concrete Cement (i.e. sidewalk, pavement or curbing) shall meet the latest edition of the state department of transportation specifications for materials used, mixing, transportation, placement and curing. The minimum strength for PCC allowed is 4000 PSI at 28 day strength. Air entrainment shall be in accordance with DOT Specifications for exterior concrete. (Contractor shall refer to details within this drawing set for any variations to this specification).” 3.All exterior curb shall have expansion joints at 100'-0" O.C, and control joints at 10'-0" O.C. (unless otherwise specified on the detail sheets) all exterior walk shall have expansion joints at 20'-0" O.C. And control joints @ 5'-0" max. O.C. (unless otherwise specified on the detail sheets). 4.All concrete shall have a medium transverse finish. 1.Demolition includes the following: 1.A.Transfer benchmark control to new locations outside the disturbed area prior to commencing demolition operations (when applicable). 1.B.Demolition and removal of site improvements. 1.C.Disconnecting, capping or sealing, and abandoning/removing site utilities in place (whichever is applicable). 2.Remove and legally dispose of items except those indicated to be reinstalled, salvaged, or to remain. 3.Remove, reinstall, and relocate: remove items indicated; clean, service, and otherwise prepare them for reuse; store and protect against damage. Reinstall items in locations indicated. 4.Existing to remain: protect items indicated to remain against damage and soiling throughout construction. When permitted by the engineer, items may be removed to a suitable, protected storage location throughout construction and then cleaned and reinstalled in their original locations. 5.Contractor shall schedule demolition activities with the construction/project manager including the following: 5.A.Detailed sequence of demolition and removal work, with starting and ending dates for each activity. 5.B.Dates for shutoff, capping, and continuation of utility services. 5.C.Identify and accurately locate utilities and other subsurface structural, electrical, or mechanical conditions. 6.Regulatory requirements: comply with governing EPA notification regulations before starting demolition. Comply with hauling and disposal regulations of authorities having jurisdiction. 7.Storage or sale of removed items or materials on-site will not be permitted. 8.Obtain approved borrow soil materials off-site when sufficient satisfactory soil materials are not available on-site. 9.Maintain existing utilities indicated to remain in service and protect them against damage throughout construction operations. 9.A.Do not interrupt existing utilities serving occupied or operating facilities, except when authorized in writing by engineer and authorities having jurisdiction. Provide temporary services during interruptions to existing utilities, as acceptable to owner and to governing authorities. 10.Do not start demolition work until utility disconnecting and sealing have been completed and verified in writing. 11.Utility requirements: locate, identify, disconnect, and seal or cap off indicated utility services serving the site. 11.A.Arrange to shut off and cap utilities with utility companies and follow their respective utility kill and cap policies. 12.Conduct demolition operations to prevent injury to people and damage to adjacent buildings and facilities to remain. Ensure safe passage of people around demolition area. 12.A.Erect temporary protection, barricades as per local governing authorities. 12.B.Protect existing site improvements and appurtenances to remain. 13.Explosives: use of explosives will not be permitted. 14.Remove and transport debris in a manner that will prevent spillage on adjacent surfaces and areas. 15.Clean adjacent buildings and improvement of dust, dirt, and debris caused by demolition operations. Return adjacent areas to condition existing before start of demolition. 16.Damages: promptly repair damages to adjacent facilities caused by demolition operations at the contractors cost. 17.General: promptly dispose of demolished materials. Do not allow demolished materials to accumulate on-site. 18.Burning: Do not burn demolished materials. 19.Asbestos: It is not expected that asbestos will be encountered in the course of this contract. If any materials suspected of containing asbestos are encountered, do not disturb the materials. Immediately notify the engineer and the owner. 20.Survey the condition of the building to determine whether removing any element might result in a structural deficiency or unplanned collapse of any portion of the structure or adjacent structures throughout construction. 21.Building pad demolition: Demolish building pad completely and remove from the site. Use methods required to complete work within limitations of governing regulations and as follows: 21.A.Dispose of demolished items and materials promptly. 21.B.Demolish concrete and masonry in small sections. 21.C.Break up and remove concrete slabs on grade. 22.Below-grade demolition: demolish foundation walls and other below-grade demolition, as follows: 22.A.Completely remove below-grade demolition, including foundation walls footings, and below grade concrete slabs. 23.Filling below-grade areas: completely fill below-grade areas and voids resulting from demolition of buildings and pavements with soil materials according to requirements per soils report. Contractor shall contact engineer prior to filling any areas. Contractor shall contact engineer to observe fill procedures. 24.Conduct demolition operations and remove debris to ensure minimum interference with roads, streets, walks, and other adjacent occupied and used facilities. 24.A.Do not close or obstruct streets, walks, or other adjacent occupied or used facilities without permission from owner and authorities having jurisdiction. Provide alternate routes around closed or obstructed traffic ways if required by governing regulations. 25.Contractor to sawcut existing pavement to remain prior to curb, gutter, pavement, etc removal. 1.Before starting grading operations, see sheet C-131 to C-136, stormwater pollution prevention plan notes and details (SWPP). 2.Before starting grading operations, see Landscape Plans. 3.Prior to site construction activity, the contractor shall install all SWPP measures to protect existing drainage facilities. Contractor shall prevent siltation from leaving the site at all times. 4.Strip building and pavement areas of all organic topsoils. Stockpile suitable topsoils for respreading onto landscape areas. All excess excavated materials shall be removed from the site at the contractor's expense. See geotechnical report for stripping and topsoil requirements. 5.Site grading shall be performed in accordance with these plans and specifications and the recommendations set forth in the soils report by Terracon Consultants, Inc., dated April 28th, 2017 and referenced in this plan set. The contractor shall be responsible for removing all soft, yielding or unsuitable materials and replacing with suitable materials as specified in the soils report. Unless otherwise specified in the plans, specifications, or soils report the site grading, excavation, and embankment shall be in accordance with the state department of transportation construction and material specifications. 6.At a minimum all excavated or filled areas shall be compacted to 95% of the modified proctor maximum density per A.S.T.M. Test D-1557. Moisture content at time of placement shall not exceed 2% above nor 2% below optimum. The contractor shall follow the recommendations of the geotechnical report and retain a qualified soils engineer registered within the state to ensure compliance with the geotechnical report, make geotechnical recommendations based on field conditions, and ensure that all shoring and dewatering means and methods will not compromise the stability of existing or proposed footings/foundations. The requirement to hire an independent geotechnical engineer may be waived if an owner hired geotechnical engineer is onsite. The owner reserves the right to request compaction reports prepared by the contractor's geotechnical engineer, verifying that all filled areas and subgrade areas within the building pad area and areas to be paved have been compacted in accordance with these plans and specifications and the recommendations set forth in the soils report. Notify project engineer if any unsuitable soils are found. 7.Following grading of subsoil to subgrade elevations the contractor shall place topsoil to a 6" depth in all disturbed areas which are not to be paved. Smoothly finish grade to meet surrounding lawn areas and ensure positive drainage. Stockpiled topsoil shall be screened prior to respreading. Topsoil shall be free of subsoil, debris, brush and stones larger than 1" in any dimension. Rock hounding in place will not be permitted. All excess topsoil shall be legally disposed of off site. 8.Elevations given are at bottom face of curb and/or finished pavement grade unless otherwise specified on grading plan. All pavement shall be laid on a straight, even, and uniform grade with a minimum of 1% slope toward the collection points unless otherwise specified on the grading plan. Do not allow negative grades or ponding of water. 9.Slope building sidewalk away from the building at a maximum of 1.5% (unless otherwise indicated on sheet C-121). 10.Contractor shall provide butt end joint to meet existing pavement in elevation at drive returns and ensure positive drainage. General Plan Notes 1.Prior to starting construction the contractor shall be responsible to make sure that all required permits and approvals have been obtained. No construction or fabrication shall begin until the contractor has received and thoroughly reviewed all plans and other documents approved by all of the permitting authorities. 2.All work shall be performed in accordance with these plans, specifications and the requirements and standards of the local governing authority. The soils report by Terracon Consultants, Inc. dated April 28th 2017, and recommendations set forth therein are a part of the required construction documents and take precedence unless specifically noted otherwise on the plans. The contractor shall notify the construction/project manager of any discrepancy between soils report and plans, etc. 3.The A.L.T.A./N.S.P.S. Land Title Survey by Duryea & Associates, dated March 17th, 2017 shall be considered a part of these plans. The G.C. Is responsible for locating improvements per these plans. 4.The locations of underground facilities shown on the plan are based on field surveys and city records. It shall be the contractor's full responsibility to contact the various utility companies to locate their facilities prior to starting construction. No additional compensation shall be paid to the contractor for damage and repair to these facilities caused by his work force. 5.All dimensions, grades, and utility locations shown on these plans were based on A.L.T.A./N.S.P.S. Land Title Survey. The contractor shall field verify all existing conditions prior to construction. Contractor shall notify construction/project manager if any discrepancies exist prior to proceeding with construction for necessary changes. No extra compensation shall be paid to the contractor for work having to be redone due to information shown incorrectly on these plans if such notification has not been given. PLAN REPRODUCTION WARNING THE PLANS HAVE BEEN CREATED ON ANSI D (22"x34") SHEETS FOR REDUCTIONS, REFER TO GRAPHIC SCALE. General Utility Notes 1.Contractor shall contact all utility companies immediately after bid is awarded and ensure the utility companies have the essentials required for complete service installation. Contractor shall notify construction manager and engineer of any time frames established by utility companies which will not meet opening date. 2.Contractor shall verify the size, location, invert elevation, and condition of existing utilities which are intended to be utilized as a connection point for all proposed utilities (See sheet C-141), prior to any construction. Contractor to ensure existing utilities are in good condition and free flowing (if applicable). If elevations, size, or location differ from what is shown on sheet C-141, contractor shall notify engineer immediately. 3.Where plans provide for proposed work to be connected to, or cross over an existing sewer or underground utility, the contractor shall locate the existing pipes or utilities both as to line and grade before starting the proposed work. If it is determined that the elevation of the existing conduit, or existing appurtenance results in a change in the plan, the engineer shall be notified before starting construction of any portion of the proposed work which would be affected by the interference with an existing facility. Payment for all the operations described above shall be included in the contract price for the pertinent item. Storm Sewer Notes 1.All storm sewer shall be corrugated high density polyethylene (HDPE) smooth interior pipe (unless otherwise noted on plan). HDPE pipe shall conform to ASTM D 3350 and joints per ASTM F477. 2.Underdrains shall be PVC perforated pipe (SDR 35). 3.The contractor shall be responsible for all trenching, backfilling and pipe installation, pipe material and tap connection. Coordinate all work with Ann Fowler @ 425-430-7382. Sanitary Sewer Notes 1.Sanitary sewer lateral invert at building shall be a minimum of' 3.84' below finish floor. 2.Clean-outs to be installed at all pipe bends and angles, unless a manhole is indicated. 3.The contractor shall hire a local plumber licensed with the local sanitary jurisdiction to make all connections from the building to the existing sanitary cleanout. Contractor shall secure a sanitary sewer connection permit prior to any construction. The contractors price for sanitary sewer installation shall include all fees and appurtenances required by the local sanitary jurisdiction to provide a complete working service. Coordinate all work with Ann Fowler @ 425-430-7382. 4.All sanitary pipe material shall be polyvinyl chloride (PVC) rubber gasketed ASTM D 3034, SDR 35 or ductile iron class 50, unless otherwise approved by the Wastewater Utility. Water Notes 1.Water service materials shall be copper type "K" unless otherwise noted on plans. Diameter shall be as noted on these plans (sheet C-141) and shall be installed with a minimum cover of 42" or below frost line, whichever is greater. 2.Construction and materials provided by the water company: ·tap main. ·furnish and install curb stop & box and water meter. ·coordinate all work with the Ann Fowler @ 425-430-7382. 3.Construction and materials provided by the contractor: ·furnish and install copper service line from meter to building. ·all trenching and backfilling. 4.See landscaping drawings for irrigation information. Electrical Notes 1.See electrical drawings for site lighting and luminaire description. 2.See electrical sheets for all dedicated exterior building and sign lighting schedules. Electrical contractor shall balance loads where required. 3.All parking lot lighting wiring shall be no. 10 AWG in 3/4" PVC duct. 4.When installing vertical sweeps for utility conduits, contractor shall use 4" SCHD. 80 ducts. 5.Construction and materials provided by the electric company: ·existing pad mounted transformer. ·make appropriate primary and secondary connections at transformer. ·furnish and install meter. ·coordinate all work with Marc Bayley @ 253-234-6432. 6.Construction and materials provided by the contractor: ·furnish and install 1"-4"" PVC schedule 40 ducts, including all trenching and backfilling from transformer to building. ·furnish and install secondary wire from the building to the transformer. ·furnish and install meter base and ct cabinet. ·include all fees required by electric company to provide a complete working service. Telephone Notes 1.Construction and materials provided by the telephone company: ·coordinate all work with CenturyLink @ 1-888-650-6750. ·provide and install wiring to existing service riser. 2.Construction and materials provided by the contractor: ·furnish and install one 4" PVC SCH. 40 conduit with pullwire from the building to existing service. ·all trenching and backfilling. ·include all fees required by telephone company to provide a complete working service. 3.Contractor shall coordinate the number of lines required with the construction/project manager. Natural Gas Notes 1.Construction and materials provided by the gas company: ·tap main. ·furnish and install service from tap to building. ·furnish and install meter. ·coordinate all work with Puget Sound Energy @ 1-888-321-7779 2.Construction and materials provided by the contractor: ·furnish and install service from meter to building and throughout the building. ·all trenching and backfilling ·contractor shall include all fees required by the gas company to provide a complete working service. Cable Notes 1.Install 4" cable tvss conduit per City of Renton, state or NEC code, whichever is more stringent (for future use). See electrical sheets for details. Terminate cable conduit at right-of-way. Provide end cap and note location on as-built drawings. PROPOSED TRAFFIC SIGN PROPOSED CATCH BASIN PROPOSED LIGHT POLE PROPOSED CONCRETE PROPOSED EDGE OF PAVEMENT PROPOSED CURB PROPOSED WHEEL STOP PROPOSEDEXISTING PROPOSED PAINTED ADA SYMBOL PROPOSED CROSSWALK STRIPING PROPOSED TRANSVERSE STRIPING PROPOSED EXTERIOR GREASE INTERCEPTOR PROPOSED DIRECTIONAL PAVEMENT MARKINGS 000 w EXISTING LIGHT POLE EXISTING CATCH BASIN EXISTING FIRE HYDRANT EXISTING WATER METER EXISTING WATER VALVE EXISTING PROPERTY LINE EXISTING RIGHT OF WAY LINE EXISTING CENTER LINE w EXISTING SANITARY MANHOLEsa EXISTING STORM MANHOLEst g EXISTING GAS VALVE g EXISTING GAS METER EXISTING TRANSFORMER EXISTING OVERHEAD UTILITY LINES EXISTING UNDERGROUND GAS LINES EXISTING UNDERGROUND STORM LINES EXISTING UNDERGROUND SANITARY LINES EXISTING UNDERGROUND WATER LINES co EXISTING CLEANOUT gs EXISTING GAS SERVICE METER EXISTING SIGNAL POLE EXISTING TRAFFIC POLE ws EXISTING WATER SERVICE VALVE EXISTING UNDERGROUND ELECTRIC LINES EXISTING UNDERGROUND TELEPHONE LINES EXISTING TRAFFIC CONTROLLER BASE EXISTING CURB EXISTING TREE EXISTING CONTOUR PROPOSED STANDARD DUTY ASPHALT OH GAS ST SAN W E T P/L R/W C/L EXISTING JUNCTION BOXJ PROPOSED STORM MANHOLE PROPOSED CLEAN OUT PROPOSED ASPHALT OVERLAY CITY OF RENTON IN COMPLIANCE WITH CITY OF RENTON STANDARDS 520 South Main Street, Suite 2531 Akron, OH 44311 330.572.2100 Fax 330.572.2102 TACO BELL 2016088.28 GENERAL NOTES11TACO BELLTACO BELLC-001TED-40-3960R-396002 JW 8/25/2017 17-00028817002911C:LUA:15-000014PR:CITY OF RENTON COMMENTS1ISSUED FOR BID 10/17/17 10/16/17 R/WR/WR/WR/WR/WR/WR/W SANSANST ST ST ST ST ST ST ST ST ST ST ST ST ST STSTSTSTSTSTSTSTSTSTST STSTSTSTSTSTSTSANSANSANSANSANSANSANSANSANSANSANSANSANW W W W W W W W W W W WWWWWWWWWWW WWWWW WW E E E E GASGASGASGASGASGASGASGAS WWGASGAS GASGASGASGASE EP/LEEEEES75°07'42 " W P/L P/L P/LP/ LP/ LP/LP/LS88°03'09"E 115.13' S88°03'09"E54.61' S88°03'09"E 33.19'S4 3 ° 3 7 ' 4 2 " E 25 . 4 0 'S00°47'46"W 145.25'28.51'S88°03'09"E105.56' N 3 5 ° 2 9 ' 2 1 "W 7 8 . 9 6 'N01°56'51"E77.00'R/W st w sn w w wwwww ww w ww w J J J J J J J JJ JJ J J st st sn sn sn w w w w t t w g g g st st st C SILT FENCE SPLIT RAIL WOOD FENCE GROUND ROD w S00°00'08"W 3.50' S00°00'00"E 2.00' ARC=4.37' Δ=12°50'31" R=19.5' S88°03'09"E BASIS OF BEARINGS 2585.72' ACCESS NE 4TH STREET (A PUBLIC STREET) 3 STORY WOOD FRAMED BUILD I N G WHITMAN CT. NE (53 FEET WIDE)(WIDTH VARIES)(A PUBLIC STREET)S04°25'05"E17.07' 330.43' w N88°03'09"W 74.73' FENCE ON PROPERTY LINE VASHON CT NE(A PRIVATE ALLEY)VASHON CT NEww P/L P/LP/LP/LP/L(A PRIVATE STREET)P/L P/LLOT 20WOOD CHIP TRAILTRAILR/WR/WR/WR/WR/WEX. WALKEX. WALK EX. WALK ARC=22.78' Δ=29°59'59" R=14.5' N88°03'09"W 5.51' ARC=27.53' Δ=80°54'12" R=19.5'N04°25'05"W13.72'ACCESS co co co S T S T S T STg BM #3 28 L.F. ±65 L.F. ±35 L .F . ± 98 L.F. ± 34 L . F . ±20 L.F. ±2 L.F. ± 10 L.F. ±2 L.F. ±P/LEXISTING STREAM14 L . F . ± 3 L.F. ± HC #1 HC #2 EXISTING STORM SEWER MANHOLE (TO REMAIN) RIM=391.60 INV. = UNKNOWN PROP. 12" HDPE (SW), INV.=387.49 EXISTING STORM SEWER MANHOLE (TO REMAIN) RIM=391.52 INV. 36" IE (E)=383.12 EXISTING STRUCTURES STRUCTURE DETAILS ST 1000 ST 1001 STRCT. ID EXISTING STORM SEWER CATCH BASIN (TO REMAIN) RIM=390.39 INV. 12" (SW)=387.49 CB 1002 EXISTING STORM SEWER CATCH BASIN (TO REMAIN) RIM=393.35 INV. = UNKNOWN CB 1003 EXISTING STORM SEWER MANHOLE (TO REMAIN) RIM=392.70 INV. 12" IE (S)=385.50 INV. 12" IE (W)=385.90 ST 1004 EXISTING STORM SEWER CATCH BASIN (TO REMAIN) RIM=392.56 INV. 12" IE (W)=387.58 INV. 12" IE (E)=387.56 CB 1005 EXISTING STORM SEWER CATCH BASIN (TO BE REMOVED) RIM=390.58 INV. 12" IE (W) = 389.00 (TO BE REMOVED) CB 1006 EXISTING STORM SEWER CATCH BASIN (TO BE REMOVED) RIM=390.38 INV. 12" IE (S)=388.52 (TO BE REMOVED) INV. 12" IE (E)=388.54 (TO BE REMOVED) CB 1007 EXISTING STORM SEWER CATCH BASIN (TO BE REMOVED) RIM=391.13 INV. 12" IE (S)=388.35 (TO BE REMOVED) INV. 12" IE (N)=388.37 (TO BE REMOVED) INV. 8" IE (E)=388.68 (TO BE REMOVED) CB 1008 EXISTING STORM SEWER CATCH BASIN (TO REMAIN) RIM=390.74 INV. 12" IE (N)=387.99 (TO BE REMOVED) INV. 12" IE (SE)=387.98 INV. 12" IE (NW)=388.01 CB 1009 EXISTING STORM SEWER CATCH BASIN (TO REMAIN) RIM=390.47 INV. 12" IE (SE) = 388.17 CB 1010 EXISTING STORM SEWER CATCH BASIN (TO REMAIN) RIM=391.03 INV. 12" IE (NW)=387.73 INV. 12" IE (S)=388.03 INV. 6" IE (W)=388.03 CB 1011 EXISTING STORM SEWER CATCH BASIN (TO REMAIN) RIM=391.06 INV. 12" IE (N)=387.41 INV. 12" IE (S)=387.36 CB 1012 EXISTING STORM SEWER CATCH BASIN (TO REMAIN) RIM=392.07 INV. 12" IE (N)=386.25 INV. 12" IE (S)=386.15 INV. 12" IE (E)=386.07 CB 1013 EXISTING STORM SEWER MANHOLE (TO REMAIN) RIM=395.68 INV. 12" IE (S)=385.63 INV. 12" IE (W)=385.68 CB 1014 EXISTING STORM SEWER MANHOLE (TO REMAIN) RIM=396.35 INV. 12" IE (N)=385.50 INV. 12" IE (E)=385.20 ST 1015 EXISTING STORM SEWER MANHOLE (TO REMAIN) RIM=396.25 INV. 12" IE (N)=384.90 INV. 12" IE (W)=384.55 ST 1016 EXISTING STORM SEWER MANHOLE (TO REMAIN) RIM=395.89 CB 1017 EXISTING STORM SEWER CATCH BASIN (TO REMAIN) RIM=391.05 INV. 12" IE (N) = 386.70' CB 1018 EXISTING STORM SEWER CATCH BASIN (TO REMAIN) RIM=390.77 INV. 12" IE (S)=386.67 INV. 12" IE (N)=386.68 (TO BE REMOVED) PROP. 12" HDPE (N), INV.=386.68 CB 1019 EXISTING STORM SEWER CLEANOUT (TO BE REMOVED) RIM=UNKNOWN CO 1020 EXISTING SANITARY SEWER MANHOLE (TO REMAIN) RIM=392.56 INV. 15" IE (S) = 382.21 SAN 2000 EXISTING SANITARY SEWER MANHOLE (TO REMAIN) RIM=395.82 INV. 12" IE (S) = 379.45 SAN 2001 EXISTING SANITARY SEWER MANHOLE (TO REMAIN) RIM=391.02 INV. 12" IE (AT CENTER) = 383.72 SAN 2002 EXISTING SAN SEWER CLEANOUT (TO BE ADJUSTED TO GRADE) PROPOSED RIM = 390.90 PROP. 8" PVC (NW), INV. 387.57 INV.=387.57 SCO 2003 EXISTING SAN SEWER CLEANOUT (TO BE REMOVED)SCO 2004 323.22' BM #1 BM #2 1932.07' DEMOLITION KEYNOTES 1 2 3 EXISTING LANDSCAPING (INCLUDING BUSHES, TREES, ETC.) TO BE REMOVED. EXISTING CURB AND GUTTER TO BE REMOVED. DEMOLITION NOTE: ALL EXISTING SITE AND SURROUNDING FEATURES SUCH AS UTILITIES, PAVEMENT, CURB, LANDSCAPING, ETC. SHALL REMAIN AND BE PROTECTED THROUGHOUT CONSTRUCTION UNLESS NOTED OTHERWISE, OR ARE REQUIRED TO BE MODIFIED OR REMOVED FOR THE INSTALLATION OF PROPOSED IMPROVEMENTS. ALL DISTURBED FEATURES SHALL BE RESTORED OR RELOCATED AS REQUIRED TO THE SATISFACTION OF THE OWNER OR THE CITY WHERE APPLICABLE. CONTRACTOR SHALL REPAIR/REPLACE ANY SURROUNDING FEATURES DAMAGED AS A RESULT OF CONSTRUCTION ACTIVITIES AT NO ADDITIONAL COST AND TO THE SATISFACTION OF THE OWNER OR CITY WHERE APPLICABLE. EXISTING ASPHALT TO BE REMOVED AT FULL DEPTH EXISTING CONCRETE TO BE REMOVED ##L.F.±DENOTES LIMITS OF SAWCUT LEGEND #DEMOLITION KEYNOTE (SEE SHEET C-001 FOR GENERAL LEGEND) Know what's below Call before you dig. BENCHMARKS: BASIS OF BEARING NAVD88. BENCHMARK #1 - NORTHWEST CORNER SECTION 15, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. BRASS PIN IN CONCRETE IN MONUMENT CASE. CITY OF RENTON MONUMENT #1503. N=181067.883 E=1311396.674 ELEVATION=401.02' BENCHMARK #2 - 2.25" BRASS CAP WITH "+". CITY OF RENTON MONUMENT #1851 N=180978.623 E=1313999.610 ELEVATION=398.55' BENCHMARK #3 - ON-SITE TEMPORARY BENCHMARK. "X" ON SOUTHEAST HEADBOLT ON FIRE HYDRANT HAVING AN NAVD88 ELEVATION OF 395.20'. CB 1002ST 1001 CB 1007 CB 1008 CB 1010 CB 1009 CB 1019 CB 1006 CB 1013 CB 1018 SAN 2002 SAN 2001 SAN 2000 ST 1015 CB 1014 ST 1016 CB 1017 ST 1004 CB 1005 CB 1003 CB 1011 CB 1012 ST 1000 7 1 1 1 1 3 EXISTING FIRE HYDRANT TO BE REMOVED. EXISTING HYDRANT SHALL REMAIN IN SERVICE DURING CONSTRUCTION AND SHALL NOT BE REMOVED UNTIL THE NEW HYDRANT HAS BEEN INSTALLED AND IS FULLY FUNCTIONING. EXISTING LINE SHALL BE REMOVED AND CAPPED AT THE MAIN BY CITY FORCES. SEE SITE PLAN FOR LOCATION OF NEW FIRE HYDRANT. CO 1020 SCO 2004 SCO 2003 EXISTING WOOD CHIP TRAIL TO REMAIN AND BE PROTECTED THROUGH OUT CONSTRUCTION EXISTING GRAVEL TO BE REMOVED EXISTING ASPHALT TO REMAIN AND BE PROTECTED THROUGH OUT CONSTRUCTION EXISTING CONCRETE TO REMAIN AND BE PROTECTED THROUGHOUT CONSTRUCTION 2 22 6 EXISTING RETAINING WALL TO REMAIN AND BE PROTECTED THROUGHOUT CONSTRUCTION. 4 EXISTING CATCH BASIN AND ASSOCIATED PIPES TO BE REMOVED. 4 5 EXISTING WALK TO BE REMOVED. CONTRACTOR TO OBTAIN WORK AGREEMENT FOR SIDEWALK REMOVAL. 5 6 7 EXISTING CURB/CURB AND GUTTER TO REMAIN AND BE PROTECTED THROUGHOUT CONSTRUCTION. 7 7 7 77 TO THE NEAREST FULL JOINT 1 1 1 NOTES: 1. CONTRACTOR SHALL RECONFIRM WITH LOCAL WATER SERVICE PROVIDER TO IDENTIFY NON-USED CONNECTIONS, VALVES, METERS AND ASSOCIATED. IDENTIFIED WATER ITEMS, BY WATER PROVIDER, SHALL BE REMOVED AND CAPPED AT THE MAIN BY CITY FORCES AT THE CONTRACTORS EXPENSE. 2. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO CONSTRUCTION. 3. CONTRACTOR SHALL SEAL WATERTIGHT ALL ORIFICES CAUSED BY THE REMOVAL OF PIPES FROM EXISTING DRAINAGE STRUCTURES. WATERTIGHT SEAL SHALL BE ABLE TO PERMANENTLY WITHSTAND PRESSURES CAUSED BY SURROUNDING SOILS. 4. ALL WALK REMOVAL AND REPLACEMENTS SHALL BE TO THE NEAREST FULL PANEL JOINT. 5. EXISTING CONDUIT THAT IS EXPOSED AT THE SURFACE SHALL BE CUT AND CAPPED BELOW GRADE. 8 8 73 L.F. OF EXISTING 12" PIPE TO BE REMOVED. 9 EXISTING CLEANOUT AND ASSOCIATED PIPES TO BE REMOVED. 9 10 10 28 L.F. OF EXISTING 6" PIPE TO BE REMOVED. CITY OF RENTON IN COMPLIANCE WITH CITY OF RENTON STANDARDS 520 South Main Street, Suite 2531 Akron, OH 44311 330.572.2100 Fax 330.572.2102 TACO BELL 2016088.28 DEMOLITION PLAN11TACO BELLTACO BELL4 4 11 11 47 L.F. OF EXISTING 12" PIPE TO BE REMOVED. 12 70 L.F. OF EXISTING 12" PIPE TO BE REMOVED. 13 EXISTING 12" PIPE TO BE REMOVED. 12 13 C-101TED-40-3960R-396003 14 EXISTING WATER LINE BLOW-OFF ASSEMBLY TO REMAIN AND BE PROTECTED THROUGHOUT CONSTRUCTION. 15 14 15 EXISTING WATER LINE BLOW-OFF ASSEMBLY TO BE RELOCATED. EXISTING WATER LINE TO BE CUT AND REMOVED AS REQUIRED BY CITY FORCES. SEE SITE PLAN FOR PROPOSED LOCATION OF BLOW-OFF ASSEMBLY. 16 16 16 16 EXISTING WATER VALVE TO REMAIN AND BE PROTECTED THROUGHOUT CONSTRUCTION. SEE SITE PLAN FOR ADDITIONAL INSTRUCTION. 16 17 EXISTING WATER METER TO BE REMOVED. EXISTING LINE SHALL BE REMOVED AND CAPPED AT THE MAIN BY CITY FORCES. 17 18 18 EXISTING WATER METER TO BE REMOVED. EXISTING WATER METER SHALL REMAIN IN SERVICE DURING CONSTRUCTION AND SHALL NOT BE REMOVED UNTIL THE PROPOSED WATER METER HAS BEEN INSTALLED AND IS FULLY FUNCTIONING. EXISTING LINE SHALL BE REMOVED AND CAPPED AT THE MAIN BY CITY FORCES. SEE SITE PLAN FOR LOCATION OF NEW WATER METER. 9 19 19 8 L.F. OF EXISTING 6" PIPE TO BE REMOVED. JW 8/25/2017 17-00028817002911C:LUA:15-000014PR:CITY OF RENTON COMMENTS 1 1 1 1 1 1 1 1 1 1 HORIZONTAL COORDINATES: HORIZONTAL COORDINATE #1 DATUM: WASHINGTON STATE PLANE NORTH, NAD 83 (91-HARN) N=181004.355 E=1311793.606 HORIZONTAL COORDINATE #2 DATUM: WASHINGTON STATE PLANE NORTH, NAD 83 (91-HARN) N=180849.447 E=1311837.886 1 ISSUED FOR BID 10/17/17 10/16/17114.445 ft115.222 ft114.445 ft R/WR/WR/WR/WR/WR/WR/W P/LP/L P/L P/LP/ LP/ LP/LP/LR/W st w sn w w wwwww ww w ww w J J J J J J J JJ JJ J J stst sn sn sn w t t w g g g st st st C w NE 4TH STREET WHITMAN CT. NE (53 FEET WIDE)(WIDTH VARIES) w VASHON CT NEVASHON CT NEww P/L P/LP/LP/LP/LP/L P/L STOPDRIVE-THRUR/WR/WR/WR/WR/Wco g DO N O T E N T E R P/LEXISTING STREAMYIELDw w w w LEGEND 24' EMERGENCY ACCESS EASEMENT (#20160401000322) PUBLIC ACCESS TRAIL EASEMENT (#20160401000322) 5' DRAINAGE EASEMENT (20160401000323) 10' UTILITY EASEMENT (20160401000323) Know what's below Call before you dig. 2' UTILITY EASEMENT (20000418000708) 10' GAS AND ELECTRIC EASEMENT (20150410000315) CITY OF RENTON IN COMPLIANCE WITH CITY OF RENTON STANDARDS 520 South Main Street, Suite 2531 Akron, OH 44311 330.572.2100 Fax 330.572.2102 TACO BELL 2016088.28 EASEMENT PLAN11TACO BELLTACO BELLC-110TED-40-3960R-396004 JW 8/25/2017 17-00028817002911C:LUA:15-000014PR:CITY OF RENTON COMMENTS1ISSUED FOR BID 10/17/17 10/16/17 WATER MAIN EASEMENT IS REQURIED TO INCLUDE THE FIRE HYDRANT AND THE WATER MAIN TO THE WATER METERS. THE WATER SERVICE LINE DOES NOT NEED TO BE INCLUDED IN AN EASEMENT. R/WR/WR/WR/WR/WR/WR/W P/LP/L P/L P/LP/ LP/ LP/LP/LR/W st w sn w w wwwww ww w ww w J J J J J J J JJ JJ J J stst sn sn sn w t t w g g g st st st C w NE 4TH STREET WHITMAN CT. NE (53 FEET WIDE)(WIDTH VARIES) w VASHON CT NEVASHON CT NEww P/L P/LP/LP/LP/LP/L P/L 2 136547 1 11 STOPDRIVE-THRU18 10 R/WR/WR/WR/WR/W15' MAXIMUM BUILDING SETBACK 15' MINIMUM SETBACK ANDLANDSCAPE SETBACK20' MAXIMUM BUILDING SETBACKAND LANDSCAPE SETBACKco g DO N O T E N T E R EX. WALK EX. WALK10.0'9.0' 8.5'20.0'16.0'12.0' 24.0' 29.7'± 26.1'24.0'24.0'11.0' 64.7'±29.0'±11.0'5.0' 12.0'65.3'35.0 ' 33. 8 ' 97.6'20.0'2.0' 10.0'1.5'5.0'6.4'13.3'5.0'6.0'P/L 15.2'13.5'EXISTING STREAM20.0'6.0'10.0'9.4'6.0'10' MINIMUM BUILDING AND LANDSCAPE SETBACK 4.0' 4.0' 40.6'25.0'YIELD7.0'10.2'6 7 14. 5 ' 3.0' w w w w 14156.9'8.6' 5.0'8.0'8.0'5.0'323.22' BM #1 2 1354 12.0'5.0'20.0'5.0'12.4'12.0'6.0'5.6'20.0' 20.0'12.0'12.0'1.5'1.1'30.4'5.0'5.0'CONSTRUCTION KEYNOTES 1 PROPOSED CONCRETE PAVEMENT PER DETAIL 13, SHEET C-503. PROPOSED LANDSCAPING AREA. SEE LANDSCAPING SHEETS. 2 5 6 7 3 9 8 16 17 14 15 10 4 11 PROPOSED DIRECTIONAL PAVEMENT MARKINGS - WHITE ON ASPHALT, YELLOW ON CONCRETE PER DETAIL 12, SHEET C-501. PROPOSED MONUMENT SIGN PER SIGN SUPPLIER SPECIFICATIONS. 19 20 13 12 18 PROPOSED 'DO NOT ENTER' SIGN PER SIGN VENDOR SPECIFICATIONS. PROPOSED LIGHT POLE, SEE UTILITY PLAN. LAND USE DATA AREA PROVIDED PARKING SPACES 188 PARKING REQUIREMENTS 1 SPACE PER 75 SF OF DINING AREA THEREFORE: 581 / 75 = 8 SPACES REQUIRED. CURRENT ZONING: CA - COMMERCIAL ARTERIAL AND URBAN DESIGN DISTRICT D TOTAL ESTIMATED CONSTRUCTION COST: TBD ESTIMATED FAIR MARKET VALUE: TBD EXCAVATION ESTIMATE: 11,000 CUBIC FEET PROPOSED P.C.C. CURB PER DETAIL 1, SHEET C-501. PROPOSED CURB AT DRIVE THRU PER DETAIL 2, SHEET C-501. PROPOSED P.C.C. FLUSH WALK PER DETAIL 3, SHEET C-501. PROPOSED P.C.C. WALK PER DETAIL 4, SHEET C-501. PROPOSED ADA PARKING SIGN PER DETAIL 8, SHEET C-501. PROPOSED PAINTED TRANSVERSE STRIPING PER DETAIL 6, SHEET C-501. PROPOSED PAINTED 4" WIDE SOLID STRIPE - WHITE ON ASPHALT, YELLOW ON CONCRETE. PROPOSED PAINTED INTERNATIONAL ADA SYMBOL PER DETAIL 11, SHEET C-501. PROPOSED ADA ACCESSIBLE RAMP PER DETAIL 2, SHEET C-505. REQUIRED PROVIDED NUMBER OF SPACES PERCENTAGE OF SITE AREA BUILDING PAVEMENT/IMPERVIOUS LANDSCAPING TOTAL 100%0.73 AC. 29% 5% 66%0.48 AC. 0.04 AC. 0.21 AC. 00 PROPOSED DRIVE THRU STACK CAR AND NUMBER # 00 LEGEND PROPOSED ASPHALT PAVEMENT PER DETAIL 5, SHEET C-501 CONSTRUCTION KEYNOTE PROPOSED PARKING SPACE NUMBER PROPOSED CONCRETE PROPOSED CLEARANCE BAR PER DETAIL 5, SHEET C-503. PROPOSED MENU BOARD PER DETAIL 6, SHEET C-502. 17 5 PROPOSED TRASH ENCLOSURE, SEE ARCHITECTURE PLANS. 11 6 13 4 14 (TYP.) 12 10'R80'R7'R2' R 18'R 20 ' R 15'R5'R1 5 ' R 110'R 82'R 1.5'R 2'R8' R 15'R PROPOSED TACO BELL PROPOSED CLEANOUT, SEE UTILITY PLAN. PROPOSED RIGHT TURN ONLY SIGN PER DETAIL 6, SHEET C-504. 21 PROPOSED GREASE TRAP, SEE UTILITY PLAN. 24 PROPOSED BIKE RACK PER DETAIL 4, SHEET C-502. 3' R 22 PROPOSED HYDRANT, SEE UTILITY PLAN.23 PROPOSED CROSSWALK PER DETAIL 15, SHEET C-501. REQUIRED PROVIDED PARKING SETBACKS BUILDING SETBACKS LANDSCAPE SETBACKS REQUIRED PROVIDED REQUIRED PROVIDED FRONT: NE 4TH STREET REAR: VASHON CT SIDE: WEST SIDE: WHITMAN CT 10' min., 15' max. 0' 0' 10.00' 109.13' 119.43' 37.10'* 10' 0' 0' 10' 39.40' 29.40' 52.02' 10.00' FRONT: NE 4TH STREET REAR: VASHON CT SIDE: WEST SIDE: WHITMAN CT FRONT: NE 4TH STREET REAR: VASHON CT SIDE: WEST SIDE: WHITMAN CT 10' 0' 0' 10' 15' min., 20' max. *DENOTES DIMENSION TAKEN FROM CANOPY Know what's below Call before you dig. 25 10 PROPOSED YIELD TO PEDESTRIANS SIGN PER DETAIL 2, SHEET C-504. 1 39.40' 29.40' 52.02' 10.00' 26 PROPOSED WATER VALVE, SEE UTILITY PLAN.27 PROPOSED WATER METER, SEE UTILITY PLAN.28 PROPOSED DRIVE-THRU ENTRANCE SIGN, PER SIGN VENDOR SPECIFICATIONS. PROPOSED 2" PAVEMENT OVERLAY- WSDOT 9-03.8(2) 3/4-INCH HMA WSDOT 9-03.8(6) 3/4-INCH AGGREGATE 1 1 1 1 1 1 1 1 1 3 4 4 6 29 10 10 10 14 (TYP.) 15 15 16 17 17 17 18 35 30 21 22 23 24 24 26 29 PROPOSED YARD DRAIN SEE UTILITY PLAN.30 31 PROPOSED CURB TAPER PER DETAIL 10, SHEET C-501.31 PROPOSED BOLLARD PER DETAIL 13, SHEET C-501.32 33 1 1 1 ENLARGEMENT A SEE ENLARGEMENT A, THIS SHEET PROPOSED BOLLARD PER DETAIL 14, SHEET C-503.33 32 PROPOSED REVERSE PITCH CURB AND GUTTER, PER DETAIL 8, SHEET C-502.34 34 PROPOSED ORDER CONFIRMATION BOARD PER DETAIL 6, SHEET C-502.35 PROPOSED FLOOR DRAIN, SEE UTILITY PLAN.36 37 38 NOT USED. NOT USED. 39 LANDSCAPING TO MATCH EXISTING ADJACENT FINISHES. SEE LANDSCAPING PLANS. 39 9 10 10 12 40 PROPOSED "COMPACT CARS ONLY" SIGN PER DETAIL 10, SHEET C-502. 40 40 40 41 PROPOSED FROST SLAB PER DETAIL 7, SHEET C-501. 41 41 42 PROPOSED SERVICE RAMP, SEE GRADING PLAN FOR PROPOSED ELEVATIONS. 42 NOTES: 1. CONTRACTOR SHALL PROVIDE ADEQUATE DRAINAGE TO ALL PROPOSED DRAINAGE WAYS AND NOT POND WATER ANYWHERE ON SITE DURING OR AFTER CONSTRUCTION. 2. TRENCHING ESTIMATE BASED ON UTILITY TRENCHING AND BUILDING FOUNDATION. 3. HOURS AND DAYS OF OPERATION PER CONSTRUCTION MANAGER. 4. ANY SPECIAL HOURS PROPOSED FOR CONSTRUCTION OR HAULING (I.E. WEEKENDS, LATE NIGHTS) PER CONSTRUCTION MANAGER. 5. CONTRACTOR SHALL PROVIDE TRAFFIC CONTROL PLAN IN ACCORDANCE WITH LOCAL REQUIREMENTS. 7 1,856 SQ. FT. 41 15 43 EXISTING WATER LINE BLOW OFF ASSEMBLY TO BE ADJUSTED TO GRADE BY CITY FORCES. 44 EXISTING WATER VALVE TO BE ADJUSTED TO GRADE BY CITY FORCES. 46 43 44 44 44 44 45 EXISTING CLEANOUT TO BE ADJUSTED TO GRADE. 45 46 PROPOSED RELOCATION OF EXISTING WATER LINE BLOW-OFF ASSEMBLY BY CITY FORCES. SEE UTILITY PLAN. 47 PROPOSED CURB OPENING PER DETAIL 16, SHEET C-501. 47 47 48 48 48 PROPOSED DECORATIVE STONE PER RAIN GARDEN DETAILS AND SPECIFICATIONS, SHEET C-506 AND LANDSCAPING PLANS. 49 49 PROPOSED RAIN GARDEN AREA. RAIN GARDEN PER DETAILS AND SPECIFICATIONS, SHEET C-506. CITY OF RENTON IN COMPLIANCE WITH CITY OF RENTON STANDARDS 520 South Main Street, Suite 2531 Akron, OH 44311 330.572.2100 Fax 330.572.2102 TACO BELL 2016088.28 SITE PLAN11TACO BELLTACO BELL(TYP. OF 3) 6 26 31 10 50 CURBED WALK PER DETAIL 2, SHEET C-502. 51 RAIN GARDEN OVERFLOW STRUCTURE,SEE SHEET C-506. 50 C-111 SCALE: 1"=10' 51 2 2 1 PROPOSED CURB RAMP 25 31 8 PROPOSED ADA ACCESSIBLE RAMP PER DETAIL 4, SHEET C-505.4'R3'R3' R 4' R (TYP.) (TYP.)TED-40-396020 R-396005 27 27 28 21 19 21 1 21 JW 8/25/2017 17-00028817002911C:LUA:15-000014PR:1 CITY OF RENTON COMMENTS 1 1 2 1 6 1 1 1 1 1 1 1 1 1 1 3'R 3'R5'RTYP.1 1 36 21 ISSUED FOR BID 10/17/17 10/16/17 R/WR/WR/WR/WR/WR/WR/WR /W R/W R/WR/W R/WR/WR/WR/WR/W GASGASGASGASGASGASGASGASGASGASGASGASGASGASGAS P/ L P/L P/L P/L P/L P/L P/L P/L P/LP/ LP/ LP/ LP/ L P / LP/LP/LP/LP/LP/LP/ L w ww w J J J J J J JJ JJ J J st w t t w g g g C w w VASHON ww P/L P/L P/L P/LP/LSTOPDRIVE-THRUco g T=392.75 B=392.25 DO N O T E N T E R 392T=391.50 B=391.00 RIDGEFF = 392.22 FF = 392.22 RIDGE RI D G E T=392.22 B=391.64 T=393.49± B=393.49± FF = 392.22 391.13 391.02 390.85 391.59± 391.00± 391.70± 392.06± T=391.81 B=391.31 T=391.85 B=391.35 T=392.10 B=391.60 T=392.19 B=391.69 T=392.07 B=391.57 392.14 T=391.76 B=391.26 T=391.81 B=391.31 T=391.69 B=391.19 T=391.80 B=391.30 T=391.61 B=391.11 T=391.48 B=390.98 T=391.70 B=391.20390.98 390.97390.97 390.77 T=391.39 B=390.89 T=391.29 B=390.79 T=391.28 B=390.78T=391.24 B=390.74 T=391.43 B=390.93 T=391.85 B=391.35 T=391.84 B=391.34 T=392.05 B=391.55 T=391.78 B=391.28 T=393.20 B=392.70 T=391.82 B=391.32 T=392.22 B=391.72 T=393.46 B=392.96± T=391.60 B=391.10 390.74 390.47 T=391.62 B=391.12 T=392.85 B=392.35 T=392.18 B=391.68 P/L P/L P/ L 390.84 T=391.61 B=391.11 390.92 392.03±392.01± T=392.03± B=392.53±T=392.05± B=392.55±T/ET/ E T/ E T/ E T/E T/E T/E T/E T/ET/ET=391.50 B=391.00 T=391.42 B=390.92 390.62± 390.99± 391.03± 391.00 391.67± T=391.81 B=391.31 T=391.85 B=391.35 STSTSTSTSTSTSTST ST RIDGET=392.22 B=391.64 T=392.22 B=391.89 T=392.22 B=391.89 T=391.42 B=390.92 T=391.65 B=391.15 T=391.40 B=390.90T=391.35 B=390.85 T=391.38 B=390.88 T=392.00 B=391.50 392.29 T=392.57 B=392.07 T=392.37 B=391.87 393.57± T=392.03 B=392.03 391 390 392393392 391RIDGET=391.31 B=391.31 T=392.27 B=391.77 T=392.44 B=391.94 T=392.01 B=392.01T=392.00 B=391.50YIELDT=391.90 B=391.40T=391.62 B=391.20 T=392.14 B=391.64 T=392.22 B=391.72 T=391.81 B=391.31 T=392.13 B=391.63 T=392.12 B=392.12 T=391.94 B=391.44 T=392.12 B=391.70 T=391.63 B=391.63 392.07 T=392.05 B=391.55 392.05 392.05392.15 391.58±391.52± 392.10392.02392.02 392.15 391.38392 392392.16 391391392391393 394392 391 393 392 39 2 391.45± 391.17± 390.85± 391.22± 391.47± T=392.07 B=392.07 T=392.12 B=391.70 T=392.10 B=392.10 T=392.09 B=391.67 T=391.96 B=391.46 T=391.75 B=391.25 T=391.84 B=391.34 T=391.70 B=391.20 T=391.66 B=391.16 T=391.58 B=391.08 T=391.08 B=391.08 T=391.58 B=391.08 T=391.95±* B=391.45±* w w w w T=392.84 B=391.34 T=392.00 B=391.50 T=392.10 B=391.60 T=392.84 B=391.34 T=392.00 B=391.50 T=392.78 B=391.28 390.90 392.05 391.51 391.80 392.05 392.19 392.18 391.90 T=392.06 B=391.56 393.53 T=393.27 B=392.77 T=393.46 B=392.96 T=393.10 B=392.60 393.20 393.15 392.88T=392.81 B=392.31 GASGASGASGASGASGASGASGASGASGAS 391.42 Know what's below Call before you dig. 000 LEGEND PROPOSED ELEVATION @ FINISHED GROUND ELEVATION TOP OF CURB ELEVATION BOTTOM OF CURB/FINISHED PAVEMENT ELEVATION 000.00 000.0± 0.0% 000.00± T=000.00 B=000.00 (SEE SHEET C-001 FOR GENERAL LEGEND) PROPOSED CONTOUR EXISTING SPOT ELEVATION MATCH EXISTING ELEVATION PROPOSED DRAINAGE SLOPE & DIRECTION 0.5%0.6% 1.6%2.4% 1.1% 2. 6% 1.6 % 1.5%1.3%3.1%1.6%1.5% 1.6% 1.3% 1.0% 1.0 % 1 . 0% 2.3%1.5%0.7%1.0%1.8%ADA ACCESSIBLE ROUTE NOTE: ALL EXISTING CASTINGS TO REMAIN SHALL BE ADJUSTED TO PROPOSED FINISHED GRADE. 1.5 %1.3% OVERFLOW ELEVATION=390.38 TOP OF SOIL ELEVATION=389.38 1 . 7%1.7%CITY OF RENTON IN COMPLIANCE WITH CITY OF RENTON STANDARDS 520 South Main Street, Suite 2531 Akron, OH 44311 330.572.2100 Fax 330.572.2102 TACO BELL 2016088.28 GRADING PLAN11TACO BELL1.4% 1.7% 1.2%0.5% 1.2% 2.3% 1. 3% 1.3%1.0%C-121 PROPOSED SWALE 1.8% 1.8% 3 :1 3:1 TACO BELL1.5%1.4%TED-40-39601.3%5.6% R-396006 JW 8/25/2017 17-00028817002911C:LUA:15-000014PR:CITY OF RENTON COMMENTS13:13:1 OVERFLOW STRUCTURE RIM=390.38 ISSUED FOR BID 10/17/17 10/16/17 ada accessible routes must be a minimum of 4-ft wide. 5-ft preferred. Storm Water Pollution Prevention Plan Narrative Project Description This site was previously home to an unfinished development. Existing land surface conditions included pavement, gravel, wood chips and vegetation. The existing development provided utility connections on the southeast portion of the lot. The existing site has existing catch basins and pipe network installed which drain to the apartment development located to the south of the lot, as well as an existing emergency vehicle entrance which is to be utilized in the proposed Taco Bell. The project is located in the Commercial Arterial (CA) zoning district, with surrounding properties also falling within the CA zoned district. The additions to the lot include, but are not limited to, a new Taco Bell building, dumpster enclosure, and parking lot for Taco Bell customers and employees. The proposed building will be ADA accessible from both the parking lot and existing right of way. Necessary signage will be provided throughout the site to provide proper instructions for both vehicle and pedestrian traffic. Project Completion Statistics Parcel Size (after lot split):0.73 acres Total Disturbed Area: approx. 0.51 acres Existing land use for the site is Terminated Development. Estimated pre-construction impervious area:0.57 acres Estimated pre-construction impervious percent: 78% Pre-construction run-off coefficient: 0.74 Proposed land use will be apartment building with parking lot and amenity improvements Estimated post-construction impervious area:0.50 acres Estimated post-construction impervious percent:68% Post-construction run-off coefficient: 0.70 Project Location: Latitude Longitude 47.488284° -122.162129° Existing Site Soil Types: AgC: Alderwood gravelly sandy loam, 8 to 15 percent slopes. Reference: usda national resources conservation service web soil survey. Wetland Information: There are no wetlands on this site, but an existing wetland is located approximately 25' to the west of the project site. First And Subsequent Receiving Stream: Initial receiving water is an unnamed tributary and the subsequent receiving water is the Cedar River. Control Rational And Description The existing site drains south to a previously approved and constructed water quality/detention pond. The proposed drainage improvements on the site will consist of a rain garden, yard inlet, and existing catch basins throughout the site to capture storm water. Stormwater routed to the rain garden will be treated and conveyed north to an existing catch basin. The remaining stormwater will be captured on site by the yard inlet and existing catch basins and routed south to a previously approved and constructed water quality/detention pond. Owner Contact: Taco Bell Corp. Steve Pulcheon 1 Glen Bell Way, MD #534 Irvine, CA 92618 949.863.3864 Anticipated Timing: Construction Begin:TBD Construction Complete:TBD Contractor: T.B.D._________________________ Contact: _________________________ Phone Number: _________________________ Contractor shall maintain a construction log documenting all grading and stabilization activities. CITY OF RENTON IN COMPLIANCE WITH CITY OF RENTON STANDARDS 520 South Main Street, Suite 2531 Akron, OH 44311 330.572.2100 Fax 330.572.2102 TACO BELL 2016088.28 SWPP PLAN NOTES11TACO BELLC-131 TACO BELLTED-40-3960Erosion Control Notes 1.Before any construction or development activity occurs, a pre-construction meeting must be held with the City of Renton, public works design engineer. 2.The boundaries of the clearing limits and areas of vegetation preservation as prescribed on the plans shall be clearly flagged by survey tape or fencing in the field prior to construction in accordance with Appendix D of the Surface Water Design Manual and observed during construction. During the construction period, no disturbance beyond the clearing limits shall be permitted. The clearing limits shall be maintained by the applicant/ESC supervisor for the duration of construction. 3.Stabilized construction entrances shall be installed at the beginning of construction and maintained for the duration of the project. Additional measures, such as constructed wheel wash systems or wash pads, may be required to ensure that all paved areas are kept clean and track out to road tight of way does not occur for the duration of the project. 4.All required sedimentation/erosion control facilities must be constructed and in operation prior to land clearing and/or construction to prevent transportation of sediment to surface water, drainage systems and adjacent properties. All erosion and sediment facilities shall be maintained in a satisfactory condition until such time that clearing and/or construction is complete and potential for on-site erosion has passed. The implementation, maintenance, replacement and additions to erosion/sedimentation control systems shall be the responsibility of the permitee. 5.The erosion and sedimentation control systems depicted on this drawing are intended to be minimum requirements to meet anticipated site conditions. As construction progresses and unexpected or seasonal conditions dictate, the permitee shall anticipate that more erosion and sedimentation control facilities will be necessary to ensure complete siltation control on the proposed site. During the course of construction, it shall be the obligation and responsibility of the permitee to address any new conditions that may be created by the activities and to provide additional facilities, over and above minimum requirements, as may be needed, to protect adjacent properties and water quality of the receiving drainage system. 6.Approval of this plan is for erosion/sedimentation control only. It does not constitute an approval of storm drainage design, size nor location of pipes, restrictors, channels, or retention facilities. 7.Any areas of exposed soils, including roadway embankments, that will not be disturbed for two days during the wet season (October 1st through March 30th) or seven days during the dry season (April 1st through September 30th) shall be immediately stabilized with approved ESC cover methods (e.g., seeding, mulching, plastic covering, etc.) 8.Wet season seasonal erosion and sediment control requirements apply to all construction sites clearing between October 1st and March 30th inclusive, unless otherwise approved by the City through an adjustment process. 9.Cover measures will be applied in conformance with Appendix D of the Surface Water Design Manual. 10.Any area needing ESC measures, not requiring immediate attention, shall be addressed within seven (7) days. 11.The ESC facilities on inactive sites shall be inspected and maintained a minimum of once a month or within 24 hours following a storm event. 12.At no time shall more than one (1) foot of sediment be allowed to accumulate within a catch basin. All catch basins and conveyance lines shall be cleaned prior to paving. The cleaning operation shall not flush sediment-laden water into the downstream system. 13.During the time period of October 1st through March 30th, all project disturbed soil areas greater, that are to be left unworked for more than 12 hours, shall be covered by mulch, sodding or plastic covering. 14.Any permanent retention/detention facility used as a temporary settling basin shall be modified with the necessary erosion control measures and shall provide adequate storage capacity. If the permanent facility is to function ultimately as an infiltration system, the temporary facility must be rough graded so that the bottom and sides are at least three feet above the final grade of the permanent facility. 15. Prior to the beginning of the wet season (October 1st), all disturbed areas shall be reviewed to identify which ones can be seeded in preparation for the winter rains. Disturbed areas shall be seeded within one week of the beginning of the wet season. A sketch map of those areas to be seeded and those areas to remain uncovered shall be submitted to the City of Renton for review. Surface Water Notes 1.Before any construction or development activity occurs, a pre-constructin meeting must be held between the City of Renton plan review section and the applicant. 2.All design and construction shall be in accordance with the Renton Municipal Code (RMC), the lateste 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. 3.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. 4.A copy of these approved plans must be on the job site whenever construction is in progress. 5.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. 6.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. 7.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. 8.Datum shall be NAVD 88 unless otherwise approved by the City of Renton. Reference benchmark and elevations are notes on the plans. 9.Any dewatering system necessary for the construction of stormwater facilities must be submitted to the City for review and approval. 10.All utility trenches and roadway subgrade shall be backfilled and compacted to 95 percent density, standard proctor. 11.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. 12.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. 13.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 Station. 14.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. 15.Steel pipe shall be aluminize, or galvanized with asphalt treatment #1 or better inside and outside. 16.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. 17.Building and other structures shall be placed in accordance with Table 4.1 Easement Widths and Building Setback Lines. 18.All catch basin grates shall be depressed 0.10 feet below pavement level. 19.All driveway culverts located within City of Renton right-of-way shall be sufficient length to provide a minimum 3:1 slope from the edge of 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 20.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. 21.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: 21.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. 21.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. 21.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. 21.d.Private drainage easements are required for drainage systems designed to convey flows through individual lots. 21.e.The applicant/contractor is responsible for coordinating the locations of all stub-out conveyance lines with respect to other utilities (e.g. power, gas, telephone, television). 21.f.All individual stub-outs shall be privately owned and maintained by the lot home owner. 21.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. 22.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. 23.Proof of liability insurance shall be submitted to the City prior to construction permit issuance. 24.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. 25.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-of0way that may interrupt normal traffic flow shall require a traffic control plan approved by the Public Works Department, Transportation System Division. All sections of the WSDOT Standard Specifications 1-07-23 Traffic Control shall apply. 26.Project located within the aquifer protection area (APA) shall comply with Special Requirement #6 of the Surface Water Design Manual and Aquifer Protectin Regulations (RMC 4-3-050). Construction Sequence During preconstruction meeting all erosion & sediment control facilities & procedures shall be discussed. 1.Install construction entrance as detailed on plans. Temporary construction fencing shall be installed around perimeter of construction site. Where there is existing fence along the perimeter of the site, it can be utilized. Fencing shall be used to restrict outside traffic to site. 2.Deliver construction trailer to site and install temporary power and telephone, if required. Temporary utility services are the sole responsibility of the contractor. 3.Stake and/or flag limits of clearing. 4.Clearing & grubbing, as necessary, for installation of perimeter controls. Install silt perimeter controls as shown on plans. Silt perimeter controls shall be installed level, along the contours, with ends turned upslope to prevent concentrated flow at the silt perimeter controls. 5.Install temporary silt inlet protection on all existing catch basins and inlets, as designated in the plans. Removal of silt inlet protection from designated inlets can only occur when a structure is removed, and as required by the progression of the demolition and construction. 6.Clearing & grubbing, as necessary, for installation of temporary sediment trap/basin. Install temporary sediment trap/basin, if required, as detailed in the plans. Construct and maintain temporary diversion swale and / or diversion berm during filling & grading activities. 7.Clearing & grubbing the remaining site as necessary. Topsoil shall be stripped and stockpiled on site for reuse, or removed to an approved offsite spoil area. 8.Begin filling & grading as required to reach subgrade. 9.Utilize dust control measures as required to minimize air-borne pollution by methods approved by the authorizing EPA office. 10.Once pavement grades have been established, as designated on the plans, the contractor shall utilize these areas for structure construction. 11.In proposed grass areas, replace topsoil, fine grade and seed, as required. Stabilize all disturbed areas with permanent seed and mulching or temporary seeding immediately upon reaching final grade. 12.Construct underground utility work including storm drainage facilities. Upon installation of storm drainage catch basins, yard drains and inlets, install required inlet protection. 13.Do not replace any topsoil, seed or install final pavement prior to completion of building shell. Should sitework be completed prior to this date, mulch disturbed areas to be planted and install stone subbase in disturbed areas to be paved. 14.Following completion of building shell and pavement installation. Begin landscape installation. 15.Complete sitework, pavement markings and final clean-up. Reseed any areas that may require attention immediately. Note that lawn areas will not be deemed stable until a minimum 80% vegetative density has been achieved. 16.Maintain erosion & sedimentation control measures until the site has been completely stabilized. All areas of vegetative surface, whether permanent or temporary, shall be considered to be in place and functional when the required uniform rate of coverage (80%) is obtained. 17.Remove sediment controls. 18.The following items must be completed in order by the contractor, once the site has been deemed stable: a) remove construction entrance prior to completion of paving b) site clean up c) reseed any areas that require additional seed d) silt fence should be cleaned, removed, backfilled and seeded with permanent seeding. e)verify positive drainage flow in all drainage structures, repair as necessary. Water Plan Notes 1.All work and materials shall be in accordance with the latest edition of the City of Renton Public Works Standard Specifications and Special Provisions and WSDOT/APWA Standard Specifications, latest edition as amended by The City of Renton. A set of city approved plans shall be kept at the job site whenever construction is in progress. A pre-construction conference shall be held prior to the start of construction. The contractor and or developer shall be responsible for securing all necessary permits prior to construction. 2.All existing utilities shall remain in service during construction unless otherwise noted. The contractor shall call 1-800-424-5555 to verify utility locations before beginning excavation. 3.All materials used for the construction of water system improvements shall be new and undamaged, and "catalog cuts" for all materials shall be approved in writing by the City of Renton prior to bringing any materials on-site. 4.All water main pipe materials shall be cement lined ductile iron pipe, thickness class 52 per AWWA C 151 and C 104. Pipe joints shall be push-on or mechanical joint. Cast iron or ductile iron pipe fittings shall be class 250 as per ANSI/AWWA C110/A21.10-82. All ductile iron pipe and fittings shall be wrapped with 8-mil black, tube-type, polyethylene plastic per AWWA standards. 5.Minimum cover from top of water mains to finished grade shall be 36 inches for pipe diameter of 10-inch of less and 48 inches for pipe diameter of 12-inch and larger. Maximum cover for all water mains shall be 60 inches. Any deviations must be approved by the City of Renton prior to construction. Where utility conflicts occur the profile of the water main shall be adjusted as necessary to clear conflicts and to provide minimum cover. Pipe deflection shall not exceed one-half of pipe manufacturer's specifications for size of pipe used. All trench backfill shall be compacted to 95 percent maximum dry density as determined by the modified proctor test method (MDD) in roadways, roadway shoulders, roadway prism and driveways, and 85 percent MDD in unpaved areas. All pipe zone compaction shall be 95 MDD. 6.Concrete blocking for water mains shall be designed, installed and poured in place in accordance with City of Renton standard details and specifications and shall be installed at all vertical and horizontal bends, fittings and base of hydrants. Mega-lugs (or similar product) may be required on all mechanical joints in addition to concrete blocking. 7.All new water main pipes and fittings shall have a foam pipe pig run through them prior to being flushed, disinfected, and tested. Cleaning, pressure and purity testing shall be done in the presence of and under the supervision of a City of Renton utility inspector. The contractor shall supply, install and remove plugs, corporation stops, blow-off assemblies, and thrust restraint/blocking for testing and purity acceptance. No connection shall be made between the new main or between the new wet-tap valve on an existing main until the new piping has been foam-pigged, disinfected, flushed, and passed both pressure and purity testing. 8.New water mains including service laterals shall be tested at a static pressure of 150 psi above working pressure with a minimum of 225 psi test pressure for 120 minutes with a maximum of 5 psi pressure drop during the entire test period. Upon satisfactory completion of the pressure test, the line shall be disinfected, flushed, and then water samples shall be taken for purity testing by the public works inspector. 9.The contractor shall notify the City of Renton Water Utility and Maintenance departments at least 10 working days prior to making connections to the existing water system. The contractor shall expose the existing water main and fittings at the connection point before ordering the necessary adaptors and fittings required for the final connection. The contractor shall excavate, remove all surface materials, and provide shoring and all materials required for the City of Renton to perform the connection to the existing water system. The contractor shall provide and install backfill, concrete blocking, and complete surface restoration. Sanitary Sewer Notes and Specifications 1.All work and work material shall be in accordance with the standards and specifications of the City of Renton Planning/Building/Public Works Department and the latest edition of the WSDOT/APWA Standards and Specifications, as approved and modified by the City of Renton in the Renton Standard Plans & Specifications. A set of approved plans shall be kept on site at all times during construction. 2.The hours of work in the street right of way shall be per City specifications on weekdays unless otherwise approved in writing by the Planning/Building/Public Works Department. An approved traffic control plan must be obtained prior to beginning any work within public right of way. 3.All locations of existing utilities shown are approximate and it shall be the contractor's responsibility to verify the true and correct location so as to avoid damage or disturbance. 4.A pre-construction conference and a 24 hour notice shall be required prior to starting new construction. It shall be the contractor's responsibility to secure all necessary permits prior to starting construction. (Inspection will be accomplished by a representative of the City of Renton.) It shall be the contractor's responsibility to notify the Public Works inspector 24 hours in advance of backfilling all construction. 5.Contractor is solely responsible for the means, methods and sequences of construction and for the safety of workers and others on the construction site. 6.It shall be the responsibility of the contractor to obtain street use and any other related permits prior to any construction. 7.Plans approved by the City of Renton, Public Works Department shall take precedence over all other plans. 8.A copy of these approved plans must be on the job site whenever construction is in progress. 9.The contractor shall provide the City of Renton with an as-built drawing of the sanitary sewer system, which has been stamped and signed by a licensed professional engineer or licensed professional surveyor. 10.Backfill shall be placed equally on both sides of the pipe in layers with loose average depth of 6 inches, maximum depth of 8 inches, thoroughly tamping each later to 95 percent maximum density. These compacted layers must extend for one pipe diameter on each side of the pipe or to the site of the trench. Materials to complete the fill over pipe shall be the same as described. 11.Open cut road crossings for utility trenches on existing traveled roadway shall be backfilled with crushed rock and mechanically compacted unless otherwise approved by the City of Renton. 12.Datum for Vertical Control shall be North American Vertical Datum 1988 Meters, and for Horizontal Control shall be North American Datum 19831991 Meters unless otherwise approved by the City of Renton Public Works Department. Reference benchmark and elevations are noted on the plans. 13.All disturbed areas shall be seeded and mulched or otherwise stabilized to the satisfaction of the Department for the prevention of on-site erosion after the completion of construction. 14.All pipe and appurtenances shall be laid on a properly prepared foundation in accordance with the standards and specifications of the City of Renton Planning/Building/Public Works Department and the latest edition of the WSDOT/APWA Standards and Specifications. This shall include necessary leveling of the trench bottom or the top of the foundation material, to uniform grade so that the entire length of the pipe will be supported on a uniformly dense, unyielding base. Pipe bedding shall be pea gravel 6 inches above and below the pipe. 15.Sanitary sewer pipe shall be polyvinyl chloride (PVC) rubber gasketed ASTM D 3034, SDR 35, or ductile iron class 50, unless otherwise approved by the Wastewater Utility. 16.In unimproved areas, manhole to extend minimum 6 inches and maximum 12 inches above finished grade or mush have minimum 2' diameter concrete ring poured at grade. In paved area, cover must slope in all directions to match paving. R-396007 JW 8/25/2017 17-00028817002911C:LUA:15-000014PR:CITY OF RENTON COMMENTS1 1 ISSUED FOR BID 10/17/17 10/16/17 R/WR/WR/WR/WR/WR/WR/W E E E E E EP/LEEEEEP/L P/L P/LP/ LP/ LP/LP/LR/W st w sn w w wwwww ww w ww w J J J J J J J JJ JJ J J stst sn sn sn w t t w g g g st st st C w NE 4TH STREET WHITMAN CT. NE (53 FEET WIDE)(WIDTH VARIES) w VASHON CT NEVASHON CT NEww P/L P/LP/LP/LP/LP/L P/L 2 136547 STOPDRIVE-THRUR/WR/WR/WR/WR/WcoSFSFSFSF SFSF S F SF SF SF SF SF SFSF SFSFSFSFSFSFSFSFSFSFSFSFSFSFg DO N O T E N T E R P/LEXISTING STREAMYIELDw w w w GASGASGASGAS Know what's below Call before you dig. SF LEGEND (SEE SHEET C-001 FOR GENERAL LEGEND) PROPOSED SILT BARRIER REFER TO SWPP DETAILS PROPOSED SILT FENCE REFER TO SWPP DETAILS PROPOSED CONSTRUCTION ENTRANCE REFER TO SWPP DETAILS PROPOSED CONCRETE WASHOUT FACILITY REFER TO SWPP DETAILS PROPOSED COMPOST FILTER SOCK PROPOSED CLEARING LIMITS NOTE: CONTRACTOR SHALL PROTECT INTEGRITY OF EXISTING ASPHALT BASE AND SHALL PROVIDE BASE REPAIRS AS REQUIRED AND DIRECTED BY CONSTRUCTION MANAGER PRIOR TO SURFACE PAVING CITY OF RENTON IN COMPLIANCE WITH CITY OF RENTON STANDARDS 520 South Main Street, Suite 2531 Akron, OH 44311 330.572.2100 Fax 330.572.2102 TACO BELL 2016088.28 SWPP PLAN11TACO BELLC-132 TACO BELLTED-40-3960R-396008 JW 8/25/2017 17-00028817002911C:LUA:15-000014PR:CITY OF RENTON COMMENTS1ISSUED FOR BID 10/17/17 10/16/17 - CONDITIONS OF USE: 1. On disturbed areas that require cover measures for less than 30 days. 2. As a cover for seed during the wet season and during the hot summer months. 3. During the wet season on slopes steeper than 3H:1V with more than 10 feet of vertical relief. - MAINTENANCE STANDARDS: 1. The thickness of the cover must be maintained. 2. Any areas that experience erosion shall be remulched and/or protected with a net or blanket. If the erosion problem is drainage related, then the drainage problem shall be assessed and alternate drainage such as interceptor swales may be needed to fix the problem and the eroded area remulched. - FOR MULCH MATERIALS, APPLICATION RATS, AND SPECIFCATIONS, SEE TABLE D.2.1.A. -THICKNESSES MAY BE INCREASED FOR DISTURBED AREAS IN OR NEAR CRITICAL AREAS OR OTHER AREAS HIGHLY SUSCEPTIBLE TO EROSION. Preventative measures to minimize the wind transport of soil shall be taken when a traffic hazard may be created or when sediment transported by wind is likely to be deposited in water resources or adjacent properties. Purpose: To prevent wind transport of dust from exposed soil surfaces onto roadways, drainage ways, and surface waters. When to Install: Dust control shall be implemented when exposed soils are dry to the point that wind transport is possible and roadways, drainage ways, or surface waters are likely to be impacted. Dust control measures may consist of chemical, structural, or mechanical methods. Measures to Install: Water is the most common dust control (or palliative) used in the area. When using water for dust control, the exposed soils shall be sprayed until wet, but runoff shall not be generated by spraying. Calcium chloride, Magnesium chloride, Lignin derivatives, Tree Resin Emulsions, and Synthetic Polymer Emulsions may also be used for dust control. Exposed areas shall be re-sprayed as needed. Oil shall not be used for dust control. The following table lists many common dust control measures. Some of the measures are not recommended for use in King County and must have prior approval prior to use from the DPER inspector assigned to specific projects. DUST CONTROL MULCHING TEMPORARY AND PERMANENT SEEDING Conditions of Use 1. Seeding shall be used throughout the project on disturbed areas that have reached final grade or that will remain unworked for more than 30 days. 2. Vegetation-lined channels shall be seeded. Channels that will be vegetated should be installed before major earthwork and hydroseeded or covered with a Bonded Fiber Matrix (BFM). 3. Retention/detention ponds shall be seeded as required. 4. At the County's discretion, seeding without mulch during the dry season is allowed even though it will take more than seven days to develop an effective cover. Mulch is, however, recommended at all times because it protects seeds from heat, moisture loss, and transport due to runoff. 5. At the beginning of the wet season, all disturbed areas shall be reviewed to identify which ones can be seeded in preparation for the winter rains (see Section D.2.4.2). Disturbed areas shall be seeded within one week of the beginning of the wet season. A sketch map of those areas to be seeded and those areas to remain uncovered shall be submitted to the DPER inspector. The DPER inspector may require seeding of additional areas in order to protect surface waters, adjacent properties, or drainage facilities. 6. At final site stabilization, all disturbed areas not otherwise vegetated or stabilized shall be seeded and mulched (see Section D.2.4.5). Design and Installation Specifications 1. The best time to seed is April 1 through June 30, and September 1 through October 15. Areas may be seeded between July 1 and August 31, but irrigation may be required in order to grow adequate cover. Areas may also be seeded during the winter months, but it may take several months to develop a dense groundcover due to cold temperatures. The application and maintenance of mulch is critical for winter seeding. 2. To prevent seed from being washed away, confirm that all required surface water control measures have been installed. 3. The seedbed should be firm but not compacted because soils that are well compacted will not vegetate as quickly or thoroughly. Slopes steeper than 3H:1V shall be surface roughened. Roughening can be accomplished in a variety of ways, but the typical method is track walking, or driving a crawling tractor up and down the slope, leaving cleat imprints parallel to the slope contours. 4. In general, 10-20-20 N-P-K (nitrogen-phosphorus-potassium) fertilizer may be used at a rate of 90 pounds per acre. Slow-release fertilizers are preferred because they are more efficient and have fewer environmental impacts. It is recommended that areas being seeded for final landscaping conduct soil tests to determine the exact type and quantity of fertilizer needed. This will prevent the over- application of fertilizer. Disturbed areas within 200 feet of water bodies and wetlands must use slow- release low-phosphorus fertilizer (typical proportions 3-1-2 N-P-K). 5. The following requirements apply to mulching: a. Mulch is always required for seeding slopes greater than 3H:1V (see Section D.2.1.2.2). b. If seeding during the wet season, mulch is required. c. The use of mulch may be required during the dry season at the County's discretion if grass growth is expected to be slow, the soils are highly erodible due to soil type or gradient, there is a water body close to the disturbed area, or significant precipitation (see Section D.2.4.2) is anticipated before the grass will provide effective cover. d. Mulch may be applied on top of the seed or simultaneously by hydroseeding. 6. Hydroseeding is allowed as long as tackifier is included. Hydroseeding with wood fiber mulch is adequate during the dry season. During the wet season, the application rate shall be doubled because the mulch and tackifier used in hydroseeding break down fairly rapidly. It may be necessary in some applications to include straw with the wood fiber, but this can be detrimental to germination. 7. Areas to be permanently landscaped shall use soil amendments. Good quality topsoil shall be tilled into the top six inches to reduce the need for fertilizer and improve the overall soil quality. Most native soils will require the addition of four inches of well-rotted compost to be tilled into the soil to provide a good quality topsoil. Compost used should meet specifications provided in Reference 11-C of the SWDM. 8. The seed mixes listed include recommended mixes for both temporary and permanent seeding. These mixes, with the exception of the wetland mix, shall be applied at a rate of 120 pounds per acre. This rate may be reduced if soil amendments or slow-release fertilizers are used. Local suppliers should be consulted for their recommendations because the appropriate mix depends on a variety of factors, including exposure, soil type, slope, and expected foot traffic. Alternative seed mixes approved by the County may be used. 9. References refer to the current edition of the King County Washington Surface Water Design Manual. Table D.2.1.2.B presents the standard mix for those areas where just a temporary vegetative cover is required. CITY OF RENTON IN COMPLIANCE WITH CITY OF RENTON STANDARDS 520 South Main Street, Suite 2531 Akron, OH 44311 330.572.2100 Fax 330.572.2102 TACO BELL 2016088.28 SWPP PLAN NOTES AND DETAILS11TACO BELLC-133 TACO BELLTED-40-3960STABILIZED CONSTRUCTION ENTRANCE R-396009 JW 8/25/2017 17-00028817002911C:LUA:15-000014PR:CITY OF RENTON COMMENTS1 1 ISSUED FOR BID 10/17/17 10/16/17 1'-0"TYP. YARD INLET PROTECTION NOTES: 1) INLET PROTECTION SHALL BE CONSTRUCTED EITHER BEFORE UPSLOPE LAND DISTURBANCE BEGINS OR BEFORE THE STORM DRAIN BECOMES OPERATIONAL. 2) SILT FENCE SHALL BE GEOTEXTILE FABRIC, PER STATE'S DEPARTMENT OF TRANSPORTATION STANDARDS, AND SHOULD BE CUT FROM A CONTINUOUS ROLL TO AVOID JOINTS. 3) STAKES SHALL BE 1" x 2" WOOD (PREFERRED) OR EQUIVALENT METAL WITH A MINIMUM LENGTH OF 3 FEET. STAKES SHALL BE SPACED AROUND THE PERIMETER OF THE INLET A MAXIMUM OF 3 FEET APART AND SECURELY DRIVEN INTO THE GROUND (MINIMUM OF 8 INCHES). THE TOP OF THE FRAME SHALL BE AT LEAST 6 IN. BELOW ADJACENT ROADS IF PONDED WATER WOULD POSE A SAFETY HAZARD TO TRAFFIC. 4) WIRE MESH SHALL BE OF SUFFICIENT STRENGTH TO SUPPORT FABRIC WITH WATER FULLY IMPOUNDED AGAINST IT. IT SHALL BE STRETCHED TIGHTLY AROUND THE FRAME AND FASTENED SECURELY TO THE FRAME. 5) THE SILT FENCE SHALL BE STAPLED WITH HEAVY DUTY WIRE STAPLES AT LEAST 1/2 INCH LONG, TO THE WOODEN STAKES, AND 8 INCHES OF THE FABRIC SHALL BE EXTENDED INTO THE TRENCH. THE HEIGHT OF THE FILTER BARRIER SHALL BE A MINIMUM OF 15 INCHES AND SHALL NOT EXCEED 18 INCHES (PLATE 1.08B) 6) THE GEOTEXTILE SHALL OVERLAP ACROSS ONE SIDE OF THE INLET SO THE ENDS OF THE CLOTH ARE NOT FASTENED TO THE SAME POST. 7) A TRENCH SHALL BE EXCAVATED APPROXIMATELY 4 INCHES WIDE AND 4 INCHES DEEP AROUND THE OUTSIDE PERIMETER OF THE STAKES. 8) BACKFILL SHALL BE PLACED AROUND THE INLET IN COMPACTED 6 IN. LAYERS UNTIL THE EARTH IS EVEN WITH NOTCH ELEVATION ON ENDS AND TOP ELEVATION ON SIDES. 9) A COMPACTED EARTH DIKE OR A CHECK DAM SHALL BE CONSTRUCTED IN THE DITCH LINE BELOW THE INLET IF THE INLET IS NOT IN A DEPRESSION AND IF RUNOFF BYPASSING THE INLET WILL NOT FLOW TO A SETTLING POND. THE TOP OF EARTH DIKES SHALL BE AT LEAST 6 IN. HIGHER THAN THE TOP OF THE FRAME. MAINTENANCE: SILT FENCE SHOULD BE INSPECTED REGULARLY AND FREQUENTLY AS WELL AS AFTER EACH RAINFALL EVENT TO INSURE THAT THEY ARE INTACT AND THERE ARE NO GAPS AT THE FENCE-GROUND INTERFACE OR TEARS ALONG THE LENGTH OF THE FENCE. IF GAPS OR TEARS ARE FOUND, THEY SHOULD BE REPAIRED OR THE FABRIC REPLACED IMMEDIATELY. ACCUMULATED SEDIMENTS SHOULD BE REMOVED FROM THE FENCE BASE WHEN THE SEDIMENT REACHES ONE-THIRD TO ONE-HALF THE HEIGHT OF THE FENCE. SEDIMENT REMOVAL SHOULD OCCUR MORE FREQUENTLY IF ACCUMULATED SEDIMENT IS CREATING NOTICEABLE STRAIN ON THE FABRIC AND THERE IS THE POSSIBILITY OF THE FENCE FAILING FROM A SUDDEN STORM EVENT. WHEN THE SILT FENCE IS REMOVED, THE ACCUMULATED SEDIMENT SHOULD BE REMOVED. PLAN VIEW STAKE FRAMING GEOTEXTILE FABRIC REINFORCED WITH LAYER OF WIRE MESH SILT FENCE RUNOFF WATER WITH SEDIMENTFILTERED WATERINLET INLET SECTION DRAIN GRATE FLOW TEMPORARY DIKE IF NEEDEDFLOW STORM INLET DRAIN PROTECTION CITY OF RENTON IN COMPLIANCE WITH CITY OF RENTON STANDARDS 520 South Main Street, Suite 2531 Akron, OH 44311 330.572.2100 Fax 330.572.2102 TACO BELL 2016088.28 SWPP PLAN NOTES AND DETAILS11TACO BELLC-134 TACO BELLTED-40-3960SILT FENCE COMPOST FILTER SOCK CONCRETE WASHOUT Conditions of Use Inspection and Maintenance 1. Inspect and verify that concrete washout BMPs are in place prior to the commencement of concrete work. 2. During periods of concrete work, inspect daily to verify continued performance. a. Check overall condition and performance. b. Check remaining capacity (% full). c. If using self-installed washout facilities, verify plastic liners are intact and sidewalls are not damaged. d. If using prefabricated containers, check for leaks. 3. Washout facilities shall be maintained to provide adequate holding capacity with a minimum freeboard of 12 inches. 4. Washout facilities must be cleaned, or new facilities must be constructed and ready for use once the washout is 75% full. 5. If the washout is nearing capacity, vacuum and dispose of the waste material in an approved manner. a. Do not discharge liquid or slurry to waterways, storm drains or directly onto ground. b. Do not use sanitary sewer without local approval. c. Place a secure, non-collapsing, non-water collecting cover over the concrete washout facility prior to predicted wet weather to prevent accumulation and overflow of precipitation. d. Remove and dispose of hardened concrete and return the structure to a functional condition. Concrete may be reused on-site or hauled away for disposal or recycling. 6. When you remove materials from the self-installed concrete washout, build a new structure; or, if the previous structure is still intact, inspect for signs of weakening or damage, and make any necessary repairs. Re-line the structure with new plastic after each cleaning Removal of Temporary Concrete Washout Facilities 1. When temporary concrete washout facilities are no longer required for the work, the hardened concrete, slurries and liquids shall be removed and properly disposed of. 2. Materials used to construct temporary concrete washout facilities shall be removed from the site of the work and disposed of or recycled. 3. Holes, depressions or other ground disturbance caused by the removal of the temporary concrete washout facilities shall be backfilled, repaired, and stabilized to prevent erosion. R-396010 JW 8/25/2017 17-00028817002911C:LUA:15-000014PR:CITY OF RENTON COMMENTS1 1 1 ISSUED FOR BID 10/17/17 10/16/17 R/WR/WR/WR/WR/WR/WR/W SANSANST ST ST ST ST ST ST ST ST ST ST ST ST ST STSTSTSTSTSTSTSTSTSTST STSTSTSTSTSTSTSANSANSANSANSANSANSANSANSANSANSANSANSANW W W W W W W W W W W WWWWWWWWWWW WWWWW WW E E E E GASGASGASGASGASGASGASGAS WWGASGAS GASGASGASGASE EP/LEEEEEP/L P/L P/LP/ LP/ LP/LP/LR/W st w sn w w wwwww ww w ww w J J J J J J J JJ JJ J J stst sn sn sn w t t w g g g st st st C w NE 4TH STREET WHITMAN CT. NE (53 FEET WIDE)(WIDTH VARIES) w VASHON CT NEVASHON CT NEww P/L P/LP/LP/LP/LP/L P/L STOPDRIVE-THRUR/WR/WR/WR/WR/Wco S T S T S T STg DO N O T E N T E R P/L WWWWWWW T/ E T/E T/EEXISTING STREAMSTSTSTST YIELDw w W W w w S A N GASGASGASGAS SAN SAN SAN S A N EXISTING STORM SEWER MANHOLE (TO REMAIN) RIM=391.60 INV. = UNKNOWN PROP. 12" HDPE (SW), INV.=387.49 EXISTING STORM SEWER MANHOLE (TO REMAIN) RIM=391.52 INV. 36" IE (E)=383.12 EXISTING STRUCTURES STRUCTURE DETAILS ST 1000 ST 1001 STRCT. ID EXISTING STORM SEWER CATCH BASIN (TO REMAIN) RIM=390.39 INV. 12" (SW)=387.49 CB 1002 EXISTING STORM SEWER CATCH BASIN (TO REMAIN) RIM=393.35 INV. = UNKNOWN CB 1003 EXISTING STORM SEWER MANHOLE (TO REMAIN) RIM=392.70 INV. 12" IE (S)=385.50 INV. 12" IE (W)=385.90 ST 1004 EXISTING STORM SEWER CATCH BASIN (TO REMAIN) RIM=392.56 INV. 12" IE (W)=387.58 INV. 12" IE (E)=387.56 CB 1005 INV. 8" IE (E)=388.68 (TO BE REMOVED) EXISTING STORM SEWER CATCH BASIN (TO REMAIN) RIM=390.74 INV. 12" IE (N)=387.99 (TO BE REMOVED) INV. 12" IE (SE)=387.98 INV. 12" IE (NW)=388.01 CB 1009 EXISTING STORM SEWER CATCH BASIN (TO REMAIN) RIM=390.47 INV. 12" IE (SE) = 388.17 CB 1010 EXISTING STORM SEWER CATCH BASIN (TO REMAIN) RIM=391.03 INV. 12" IE (NW)=387.73 INV. 12" IE (S)=388.03 INV. 6" IE (W)=388.03 CB 1011 EXISTING STORM SEWER CATCH BASIN (TO REMAIN) RIM=391.06 INV. 12" IE (N)=387.41 INV. 12" IE (S)=387.36 CB 1012 EXISTING STORM SEWER CATCH BASIN (TO REMAIN) RIM=392.07 INV. 12" IE (N)=386.25 INV. 12" IE (S)=386.15 INV. 12" IE (E)=386.07 CB 1013 EXISTING STORM SEWER MANHOLE (TO REMAIN) RIM=395.68 INV. 12" IE (S)=385.63 INV. 12" IE (W)=385.68 CB 1014 EXISTING STORM SEWER MANHOLE (TO REMAIN) RIM=396.35 INV. 12" IE (N)=385.50 INV. 12" IE (E)=385.20 ST 1015 EXISTING STORM SEWER MANHOLE (TO REMAIN) RIM=396.25 INV. 12" IE (N)=384.90 INV. 12" IE (W)=384.55 ST 1016 EXISTING STORM SEWER MANHOLE (TO REMAIN) RIM=395.89 CB 1017 EXISTING STORM SEWER CATCH BASIN (TO REMAIN) RIM=391.05 INV. 12" IE (N) = 386.70' CB 1018 EXISTING STORM SEWER CATCH BASIN (TO REMAIN) RIM=390.77 INV. 12" IE (S)=386.67 INV. 12" IE (N)=386.68 (TO BE REMOVED) PROP. 12" HDPE (N), INV.=386.68 CB 1019 EXISTING STORM SEWER CLEANOUT (TO BE REMOVED) RIM=UNKNOWN1020 EXISTING SANITARY SEWER MANHOLE (TO REMAIN) RIM=392.56 INV. 15" IE (S) = 382.21 SAN 2000 EXISTING SANITARY SEWER MANHOLE (TO REMAIN) RIM=395.82 INV. 12" IE (S) = 379.45 SAN 2001 EXISTING SANITARY SEWER MANHOLE (TO REMAIN) RIM=391.02 INV. 12" IE (AT CENTER) = 383.72 SAN 2002 EXISTING SAN SEWER CLEANOUT (TO BE ADJUSTED TO GRADE) PROPOSED RIM = 390.90 PROP. 8" PVC (NW), INV. 387.57 INV.=387.57 SCO 2003 EXISTING SAN SEWER CLEANOUT PROPOSED STRUCTURES STRUCTURE DETAILSSTRCT. ID PROPOSED YARD INLET DRAIN (SEE DETAIL 9, SHEET C-501) RIM=390.85 INV. 12" IE (SW)=387.85 STM 103 PROPOSED OVERFLOW CONTROL STRUCTURE (SEE SHEET C-506) RIM=390.38 PROP. 4" (E) INV.=387.72 PROP. 12" (NE) INV.=387.72 STM 102 UTILITY CONSTRUCTION KEYNOTES PROPOSED GAS METER PER GAS COMPANY SPECIFICATIONS. SEE BUILDING DRAWINGS FOR EXACT LOCATION. GAS SERVICE LINE TO BE COORDINATED WITH THE GAS COMPANY. PROPOSED 120 L.F. GAS SERVICE CONNECTION TO BE COORDINATED WITH THE GAS COMPANY. PROPOSED WATER CONNECTION. COORDINATE WITH PLUMBING PLANS. PROPOSED 1.5" SERVICE METER AND BACKFLOW PREVENTOR PER DETAIL 1 AND 6, SHEET C-503. BACKFLOW PREVENTOR SHALL BE LOCATED AFTER THE METER. PROPOSED 176 L.F. 1.5" (COPPER, TYPE K) WATER SERVICE LINE. PROPOSED SANITARY CONNECTION. ELEVATION OF PIPE INVERT = 388.38 PROPOSED 2 L.F. OF 4" (PVC) SANITARY SEWER @ 1.00% STORM PROPOSED ELECTRIC METER PER ELECTRIC COMPANY SPECIFICATIONS. SEE BUILDING DRAWINGS FOR EXACT LOCATION. ELECTRIC SERVICE LINE TO BE COORDINATED WITH THE ELECTRIC COMPANY. PROPOSED 211 LF. ELECTRIC AND TELECOMMUNICATIONS SERVICE CONNECTION TO BE COORDINATED WITH THE UTILITY COMPANIES. PROPOSED LIGHT POLE PER DETAIL 4, SHEET C-503. SEE ELECTRICAL DRAWINGS FOR SPECIFICATIONS. EXISTING ELECTRICAL TRANSFORMER. G.C. TO VERIFY EXACT LOCATION AND SIZE WITH UTILITY ENGINEER. SANITARY WATER ELECTRIC AND COMMUNICATIONS GAS UTILITY CROSSINGS GENERAL CROSSING NOTES: CONTRACTOR SHALL COORDINATE ALL CROSSINGS WITH THE UTILITY COMPANY. PRESSURIZED AND SECONDARY UTILITIES SHALL DEFLECT TO MAINTAIN 18" CLEAR AT SANITARY OR STORM SEWER CROSSINGS. 100 200 300 400 500 501 401 402 403 301 302 303 201 101 102 103 Know what's below Call before you dig. LEGEND GAS SAN W ST D.S. PROPOSED UNDERGROUND TELEPHONE & CABLE SERVICE A # T&C E PROPOSED UNDERGROUND ELECTRIC SERVICE # (SEE SHEET C-001 FOR GENERAL LEGEND) PROPOSED STORM SEWER PROPOSED SANITARY SEWER PROPOSED WATER SERVICE PROPOSED GAS SERVICE PROPOSED DOWNSPOUT APPURTENANCES UTILITY CONSTRUCTION KEYNOTE CB 1002 ST 1001 CB 1010 CB 1009 CB 1019 CB 1013 CB 1018 SAN 2002 SAN 2001 SAN 2000 ST 1015 CB 1014 ST 1016 CB 1017 ST 1004 CB 1005 CB 1003 CB 1011 CB 1012 ST 1000 SCO 2003 100 PROPOSED SANITARY CONNECTION. ELEVATION OF PIPE INVERT = 388.22 202 PROPOSED 2 L.F. OF 6" (PVC) SANITARY SEWER @ 1.00%203 204 216 PROPOSED SANITARY CLEANOUT PER DETAIL 3, SHEET C-502, AND WYE CONNECTION PER DETAIL 9, SHEET C-502. RIM = 392.18, INV. = 388.36 PROPOSED CONNECTION TO EXISTING CLEANOUT. RIM = 390.90, INV. = 387.57. 300 302 303 400 401 402 402 402 402 403 500 501 502 PROPOSED GAS SERVICE TAP TO BE COORDINATED WITH THE GAS COMPANY.502 PROPOSED 66 L.F. OF 12" (HDPE) STORM SEWER @ 1.79% STM 103 PROPOSED FIRE HYDRANT ASSEMBLY BY CITY FORCES PER DETAIL 3, SHEET C-503.304 304 103 NOTES: 1. CONTRACTOR SHALL PERFORM A FIELD EXPLORATION DIG TO CONFIRM THE EXISTING SANITARY PIPE DEPTHS PRIOR TO ORDERING MATERIALS OR START OF CONSTRUCTION. CONTRACTOR SHALL ENSURE MINIMUM SLOPES AND IMPROVEMENTS AGREE WITH INTENDED IMPROVEMENTS. CONTRACTOR TO NOTIFY CONSTRUCTION MANAGER IF ANY DISCREPANCIES OCCUR. 2. TRENCHING DETAILS PER DETAIL 5, SHEET C-505. 3. CONTRACTOR SHALL INSTALL ABS OSORB MATERIAL SOCK INSERT IN EACH CATCH BASIN LOCATED WITHIN PROPOSED PROJECTS PROPERTY LINES. PROPOSED 1,000 GAL. GREASE INTERCEPTOR PER DETAIL 5, SHEET C-502.208 FF = 392.22 PROPOSED RAIN GARDEN FACILITY, SEE SHEET C-506. CITY OF RENTON IN COMPLIANCE WITH CITY OF RENTON STANDARDS 520 South Main Street, Suite 2531 Akron, OH 44311 330.572.2100 Fax 330.572.2102 TACO BELL 2016088.28 UTILITY PLAN11TACO BELL101 102 PROPOSED 29 L.F. OF 4" (PERFORATED PVC) STORM SEWER @ 0.50% PROPOSED 16 L.F. OF 12" (HDPE) STORM SEWER @ 1.41% ST 102 C-141 TACO BELLTED-40-3960WTR-27-3960WWP-27-3960R-396011S-396001W-396001 305 PROPOSED RELOCATION OF EXISTING WATER LINE BLOW-OFF ASSEMBLY BY CITY FORCES PER DETAIL 2, SHEET C-503. 305 301 306 PROPOSED 1" WATER IRRIGATION LINE (COPPER, TYPE K), SEE LANDSCAPING PLANS.306 307 307 PROPOSED 1" SERVICE METER AND BACKFLOW PREVENTOR PER DETAIL 6, SHEET C-503 AND DETAIL 13, SHEET C-504. BACKFLOW PREVENTOR SHALL BE LOCATED AFTER THE METER. 200 201 202 203 204 205 205 PROPOSED SANITARY CLEANOUT PER DETAIL 7, SHEET C-502, AND WYE CONNECTION PER DETAIL 9, SHEET C-502. RIM = 392.19, INV. = 388.20 206 PROPOSED 3 L.F. OF 4" (PVC) SANITARY SEWER @ 1.00%206 207 PROPOSED 10 L.F. OF 6" (PVC) SANITARY SEWER @ 1.00%207 208 209 209 PROPOSED SANITARY CLEANOUT PER DETAIL 7, SHEET C-502, AND WYE CONNECTION PER DETAIL 9, SHEET C-502. WYE FITTING SHALL BE 8" x 8" x 6". RIM = 391.80, INV. = 388.10 210 210 PROPOSED 19 L.F. OF 8" (PVC) SANITARY SEWER @ 0.50% 211 211 PROPOSED SANITARY CLEANOUT PER DETAIL 7, SHEET C-502, AND WYE CONNECTION PER DETAIL 9, SHEET C-502. RIM = 391.90, INV. = 388.00 212 212 PROPOSED 7 L.F. OF 8" (PVC) SANITARY SEWER @ 0.50% 213 213 PROPOSED SANITARY CLEANOUT PER DETAIL 3, SHEET C-502, AND WYE CONNECTION PER DETAIL 9, SHEET C-502. WYE FITTING SHALL BE 8" x 8" x 6". RIM = 391.51, INV. = 387.96 214 214 PROPOSED 46 L.F. OF 8" (PVC) SANITARY SEWER @ 0.50%. INV. OUT = 387.57. 215 215 PROPOSED 9 L.F. OF 6" (PVC) SANITARY SEWER @ 1.33% 216 JW 8/25/2017 17-00028817002911C:LUA:15-000014PR:CITY OF RENTON COMMENTS1 1 1 1 1 217 15" NEENAH R-6660-DH FRAME & LID OR EQUIVALENT WITH J.R. SMITH 2250 FLOOR AREA DRAIN (OR EQUIVALENT WITH GRIME INTERCEPTOR). RIM = 390.84, INV. = 388.54. 219 218217 218 219 PROPOSED WYE CONNECTION PER DETAIL 9, SHEET C-502. INV. = 387.77. 220 220 PROPOSED 76 L.F. OF 6" (PVC) SANITARY SEWER @ 1.00% PROPOSED 33 L.F. OF 8" (PVC) SANITARY SEWER @ 0.50% PROPOSED 24 L.F. 1.5" (COPPER, TYPE K) WATER SERVICE LINE. 308 308 PROPOSED 22 L.F. 1" (COPPER, TYPE K) WATER IRRIGATION LINE. 1 ISSUED FOR BID 10/17/17 10/16/17 WATER MAIN EASEMENT IS REQURIED TO INCLUDE THE FIRE HYDRANT AND THE WATER MAIN TO THE WATER METERS. THE WATER SERVICE LINE DOES NOT NEED TO BE INCLUDED IN AN EASEMENT. irrigation meter and double check valve assembly per standard plan 340.8 provide a curved sidewalk around the fire hydrant. minimum 4-ft in width. 5-ft preferredidentify new fittings for relocated fire hydrant 1 2 3 5 8 6 9 11 12 15 16 7 1013 FINISH GRADE PAVEMENT AS SPECIFIED PAVEMENT DIMENSIONS REFER TO THIS POINT 1" RADIUS BOTH SIDES6"1'-6" (MIN.)P.C.C. CURB N.T.S. PORTLAND CEMENT CONCRETE SEAL JOINT (PAVEMENT ELEVATIONS REFER TO THIS POINT) CURB AT DRIVE THRU N.T.S. 4 PAVEMENT AS SPECIFIED 2 1 FACE OF BUILDING 1 1" RADIUS3 3 4 5 1/2" PRE MOLDED EXP. JNT. CUT BACK AND PROVIDE SEALANT, TYPICAL, AT ALL JOINTS WITH FILLER. VARIES 4"-7" CONCRETE CURB 18"6 SEAL JOINT 6 2 5 * SEE GRADING PLAN FOR ANY VARIATIONS TO EXPOSED CURB HEIGHT. F.F. 7 15LB BOND BREAK MATERIAL BELOW EXP. JNT. MATERIAL 7 VARIES KEYED NOTES FINISH GRADE 4" THICK CONC. WALK 1.5% MAX. ON SITE PLAN AS NOTED MINIMUM 4" COMPACTED AGGREGATE BASE NOTES: 1. CONTRACTOR SHALL INSTALL 1/2" PRE-FORMED EXPANSION JOINT MATERIAL AND JOINT SEALER WHERE PAVEMENT ABUTS BUILDING. 6"x6" - W1.4xW1.4 W.W.F. - CONT P.C.C. WALK N.T.S. 321 3 2 6" WSDOT 9-03.9(3) BASE COURSE PARKING SLOPE AS PER PLAN 1 3" HOT MIX ASPHALT - WSDOT 9-03.8(2) 3/4 - INCH HOT MIX ASPHALT TYPICAL PAVEMENT SECTION N.T.S. NOTES: 1.APPLY LIQUID ASPHALT AT ALL JOINTS BETWEEN CONCRETE AND ASPHALT AND WHERE PROPOSED ASPHALT MEETS EXISTING ASPHALT INCLUDING SAW CUT JOINTS.4'-2"18" DIA. CONCRETE FOUNDATION AROUND PIPE COLUMN 6" BELOW FROST LINE (3 FT. MIN. BELOW FIN. GRADE). 2" X 2" GALVANIZED STEEL TUBE EXTENDED INTO CONCRETE FILLED BOLLARD. PROVIDE SIGN INDICATING FINE. AMOUNT AND STYLE AS PER LOCAL ORDINANCES. MIN 6" HT, SAME WIDTH AS #R7-8 SIGN PROVIDE USDOT #R7-8 SIGN CONTAINING INTERNATIONAL SYMBOL OF ACCESSIBILITY. HANDICAPPED PARKING SIGN N.T.S. NOTES: 1.CONTRACTOR SHALL VERIFY SIGN WITH LOCAL AND ADA REQUIREMENTS AND SPECIFICATIONS BEFORE INSTALLATION. LOCAL JURISDICTION SIGN REQUIREMENTS SHALL TAKE PRECEDENCE OVER THIS DETAIL. 2.SIGNS SHALL BE LOCATED SO THAT THEY CANNOT BE OBSCURED BY A VEHICLE PARKED IN THE SPACE. 3.BOLLARD TO BE DELETED IF SIGN POST IS OUT OF VEHICULAR PATH OR PARKING SPACE. WHEN NOT USING BOLLARD FOUNDATION THE SIGN POST SHALL BE EMBEDDED 3'-6" IN A 12" DIA. CONCRETE FOOTING 4'-0" DEEP (0.12 CU. YDS. OF CONCRETE REQUIRED). 4.SIGN TO BE PROVIDED AT ALL ACCESSIBLE PARKING SPACES AS PER ADA REGULATIONS. 5.IF SIGN IS MOUNTED TO BUILDING, THE BOTTOM OF THE VAN ACCESSIBLE SIGN SHALL BE 5'-0" FROM THE FINISH GRADE.FIN. GRADE6"1'-6"36" MIN.USDOT #R7-8A SIGN INDICATING "VAN ACCESSIBLE", SAME WIDTH AS #R7-8 SIGN BOLT SIGNS TO GALVANIZED STEEL TUBE COLUMN 6" DIAMETER BOLLARD (PAINTED BLUE OR PER SITE OWNER REQUIREMENTS) BOLLARD PIPE TO BE FLUSH AGAINST FACE OF CURB SLOPE TO DRAIN 2'-6"6'-8"3'-0" O.C.45° 4" WHITE STRIPE ON ASPHALT/ YELLOW ON CONCRETE AND BLUE IN ADA AREAS TRANSVERSE STRIPING N.T.S. DRIVE-THRU 1' R2'-0"TYP.2'-0" TYP.4'-0"4'-0" 2'-0" TYP.4'-0"2'-0"TYP.24"TYP.1'-0" TYP. 1'-0" TYP. NOTES: ALL PAVEMENT MARKINGS TO BE WHITE PAVEMENT PAINT, UNLESS STATED OTHERWISE. MARKING (STRIPING) PAINT FOR PARKING SPACES, TRAFFIC ARROWS, ADA PARKING AND SYMBOLS, ETC., PER ASTM-P-7B-66T STANDARDS AND AS FOLLOWS: EXISTING SURFACES WITHOUT ANY SEAL COATING: OIL BASE (ALKYD RESIN TYPE TO MEET FEDERAL SPECIFICATION TTP-85. NEW OR EXISTING SURFACES WITH A TOP COATING OR SEAL COATING (USUALLY WATER BASE): WATER BASE TYPE TO MEET FEDERAL SPECIFICATION TTP-01952. PROVIDE A NON-SLIP AGGREGATE ADDITIVE TO MARKING PAINT USED AT ADA ACCESS RAMPS. APPLY 2 COATS WITH STRAIGHT EDGES, YELLOW ON CONCRETE/WHITE ON ASPHALT EXCEPT WHEN MATCHING ADJACENT OR EXISTING COLOR WHEN THE PAVING IS AN EXPANSION OR SEGMENT OF A LARGER LOT. PAVEMENT MARKINGS & NOTES N.T.S. L PARKING STALLC 3 BOTTOM EDGE OF SYMBOL BOX SHALL MATCH END OF STALL STRIPE AT DRIVE AISLE END OF STALL. 2 1 PAINT BACKGROUND BENJAMIN MOORE M58 SAFETY & ZONE MARKING LATEX M58-30 - BLUE PAINT SYMBOL BENJAMIN MOORE M58 SAFETY & ZONE MARKING LATEX M58-01 - WHITE 4" WIDTH KEYED NOTES ADA PAVEMENT SYMBOL N.T.S.3'-0"3'-0" 1 2 32'-4"2'-0"SYMBOL WIDTHBACKGROUND WIDTHBACKGROUND WIDTH SYMBOL WIDTH 45°18" 12" YELLOW STRIPE 6" YELLOW STRIPE12" 5'-0" CROSSWALK STRIPING N.T.S. 6" 6" 4" 6" 12" OUTLET PIPE P.V.C. TEE P.V.C. SDR-35 OR APPROVED EQUAL GRADE 3000 P.S.I. TYPICAL YARD DRAIN DETAIL N.T.S. CASTING TO BE NEENAH FOUNDRY R-4030 OR APPROVED EQUAL 15"X12" 15" 6'-0"1'-0"DRIVE CURB AS SPECIFIED NOSE DOWN TO FINISH GRADE SURFACE CURB TAPER N.T.S. TYPE 1 TYPE 2 TYPICAL ELEVATION 1'-0" PROP. PAVEMENT AND AGGREGATE BASE AS INDICATED ELSEWHERE CONCRETE FOOTER BUILDING FOOTER 6"MIN. 6" COMPACTED AGGREGATE F.F FOUNDATIONBUILDING BUILDINGPROPOSED SECTION A CURB AT DRIVE THRU AS DETAILED ELSEWHERE 1/2" PRE-MOLDED EXP. JOINT WITH JOINT SEALER CONT. 6" O.D., 5' HIGH GALVANIZED STEEL BOLLARD, CONCRETE FILLED NOTE: 1. PROVIDE COVER - IDEALSHIELD. COLOR TO MATCH P7 (GRAY). 1/2" PRE-MOLDED EXP. JNT. W/ JNT. SEALER (TYP.) @ CURB PROPOSED BUILDING A PLAN VIEW 6" BOLLARD 1-12" EXTERIOR WALL (STEP DOWN PERIMETER WALL WHERE OCCURS) * VARIES, SEE ARCHITECTURAL DRAWINGS 1-12" BOLLARD (IN CURB) N.T.S.3'-0"5'-0"CONTROL JOINT WSDOT 9-03.8(6) 3/4 - INCH AGGREGATE SUBGRADE SHALL BE COMPACTED TO 95% OF MODIFIED PROCTOR MAXIMUM DRY DENSITY. MOISTURE CONTENT AT THE TIME OF PLACEMENT SHALL NOT EXCEED 2% ABOVE OR BELOW OPTIMUM. 1/2"R PCC WALK PER PROPOSED PAVEMENT PER PLAN CAST IN PLACE CONCRETE CURB. PLACE CONTRACTION JOINTS IN CURBING TO FORM INCREMENTS NOT EXCEEDING 25 L.F. AND EXPANSION JOINTS THROUGH CURBING TO FORM INCREMENTS NOT EXCEEDING 75 L.F.CRUSHED STONE BASE (1) #4 REINFORCING BAR OR DOWEL ROD AT CONSTRUCTION JOINTS ONLY 1/2" EXP. W/CAP, AND SIKAFLEX FLOWABLE JOINT SEALER OR APPROVED EQUAL. NOTES: 1.REFER TO SHEET C-001 FOR CONCRETE SPECIFICATION. 2.SIDEWALK WIDTH AS SHOWN ON SHEET C-111. FLUSH WALK N.T.S. INTEGRATED CONCRETE WALK 1/4" MAX6"18"4"DETAIL 4, THIS SHEET P.C.C. CURB AS DETAILED ELSEWHERE 4'-0" 3'-0" FINISHED GRADE FLUSH WITH OPENING ON BOTH SIDES PAVEMENT SECTION AS DETAIL ELSEWHERE 6"6" 1" RADIUS BOTH SIDES CURB FOUNDATION AS DETAILED ELSEWHERE P.C.C. CURB OPENING N.T.S. TAPERED TRANSITION CITY OF RENTON IN COMPLIANCE WITH CITY OF RENTON STANDARDS 520 South Main Street, Suite 2531 Akron, OH 44311 330.572.2100 Fax 330.572.2102 TACO BELL 2016088.28 DETAILSTACO BELL4 C-501 VARIES 4"-7" * SEE GRADING PLAN FOR ANY VARIATIONS TO EXPOSED CURB HEIGHT.TACO BELL* SEE GRADING PLAN FOR ANY VARIATIONS TO EXPOSED CURB HEIGHT. VARIES*TED-40-3960R-396012 13"-18" JW 8/25/2017 17-00028817002911C:LUA:15-000014PR:CITY OF RENTON COMMENTS1 3'-6" (MIN.)FROST#4 @12" O.C. #4 @12" FINISH GRADESLOPE 4" CONCRETE SLAB w/6x6-W2.1xW2.1 WWF 8" COMPACTED GRANULAR DRAINAGE FILL X X 4"4" SEE PLAN FROST WALL ON THREE SIDES SEE STRUCTURAL PLANS FOR WHERE PROPOSED FROST SLAB MEETS BUILDING FOUNDATION ISSUED FOR BID 10/17/17 10/16/17 6 3 5 4 7 8 9 10 ENLARGED MENU BOARD DETAIL @ STRAIGHT CURB N.T.S. 7'-0"4'-5"1'-0"1'-6"CL CL CL 80'-0" TO CENTER OF D/T WINDOW CL CL 6" DIA. CONCRETE FILLED 30" HIGH BOLLARD. SEE DETAIL 14, SHEET C-503 ESTIMATED POSITION OF DRIVERS HEAD ALIGNED WITH CENTER OF OCB CENTER POINT OF BASE. SEE DETAIL 5, SHEET C-504 FOR FOOTING DETAIL 5 PANEL SINGLE BRAND MENU BOARD (91.5" WIDE) FACE OF CURB ORDER CONFIRMATION BOARD (OCB), WITH DRIVE THRU HEARING IMPAIRED SIGNAGE, SEE DETAIL 4, SHEET C-504 FOR FOOTING DETAIL. FOUNDATION FOR HEARING IMPAIRED SIGNAGE TO BE PROVIDED BY SIGN MANUFACTURER. CL 2'-8" CANOPY, SEE DETAIL 4, SHEET C-504 FOR FOOTING DETAIL 90°'NOTES 1.IF EXISTING OCB LOCATION IS TO BE REUSED, CENTERLINE OF OCB FOOTING CAN BE BETWEEN 1'-10" AND 2'-10" FROM THE FACE OF CURB. 2.CENTERLINE OF CANOPY FOOTING MUST BE WITHIN 18" OF FACE OF CURB. 3.ALL AREAS OF THE MB MUST BE VISIBLE TO DRIVER LOCATED AT OCB. ASUME DRIVERS LOCATION IS 24" FROM FACE OF CURB, CENTERED ON OCB. 4.CENTER OF MB TO BE 9'-0" TO 12'-0" FROM DRIVERS POINT OF VIEW. DELPHI HYPERACTIVE TEXAS DIGITAL 1'-10"1'-1"2'-6"CL CL CL ORDER POINT CANOPY 500 GALLON 750 GALLON 1000 GALLON 1200 GALLON 8'-1" 8'-2" 8'-6" G.T. SIZE 6'-2" DIM. "A" 4'-0" 5'-1" 5'-9" DIM. "B" 4'-2" MIN. TYP. 3'-0" WHERE LOCATED IN PAVEMENT AREAS PROVIDE 8" CONC. SLAB OVER WITH #5 @12" OC E.W. INSTALLATION SHALL INCLUDE VENT, SAMPLING PORT/ AS APPROVED BY LOCAL WASTEWATER JURISDICTION MANHOLE, REINF. CONCRETE TRAFFIC LID, ETC. AS REQUIRED PER WASTEWATER DEPARTMENT STANDARDS. G.I. SHALL BE DESIGNED FOR H20 VEHICLE LOADS."B"6'-0"4'-9"GASKET - STANDARD. GC SHALL INSTALL GREASE INTERCEPTOR, (G.I.) SECTION AND FITTINGS STANDARD 6" INLET & OUTLET PIPE 17" MIN.RISERS AS REQD. "A" 24" HEAVY DUTY CAST IRON FRAME & COVER WITH "GASTIGHT" TOP VIEW 5'-0" OR BELOW LOCAL FROST DEPTHINVERT INVERTINLETOUTLET EXTERIOR GREASE INTERCEPTOR N.T.S. 1500 GALLON ** * PER MANUFACTURER SPECIFICATIONS. BIKE RACK DETAIL N.T.S. PRODUCT:DERO HOOP RACK HEAVY DUTY DERO BIKE RACKS (OR APPROVED EQUAL) WWW.DERO.COM 1-800-298-4915 CAPACITY:2 BIKES MATERIALS:2" SCHEDULE 40 GALVANIZED STEEL PIPE (2.375" OD) CONTRACTOR SHALL COORDINATE FINISH AND PREFERRED INSTALLATION METHOD WITH CONSTRUCTION MANAGER. 22. 5 "35"2" SCHEDULE 40 GALVANIZED STEEL PIPE (2.375" OD) 2.5"x6"x.25" FOOT PAD 1/2" 45° BEND 6" DIA. CLEAN-OUT PIPE 4 THREADED CLEAN-OUT CAP3 CAP AND SEAL CONDUIT2 1 SEWER 5 WYE 6 1 2 3 4 5 6 CLEAN OUT (LAWN AREA) N.T.S. KEYED NOTES 6"2" STABILIZED SUBGRADE AS SPECIFIED6"PAVEMENT DIMENSIONS REFER TO THIS POINT 1" RADIUS TYP. 2'-0" 2.0% FINISH GRADE BASE AS SPECIFIED 5/16" PAVEMENT AS SPECIFIED PAVEMENT ELEVATIONS REFER TO THIS POINT P.C.C. CURB & GUTTER (REVERSE PITCH) N.T.S. SEAL JOINT 1'-0 5/16"45° BEND TO SEWERWYE PIPE 45° BEND PIPE WYE CONNECTION N.T.S. PLAN VIEW ONLY COMPACT 12"18"SIGN FACE FACE OF SIGN LANDSCAPE PARKING STALLS COMPACT CARS ONLY SIGN N.T.S. CARS 2 CITY OF RENTON IN COMPLIANCE WITH CITY OF RENTON STANDARDS 520 South Main Street, Suite 2531 Akron, OH 44311 330.572.2100 Fax 330.572.2102 TACO BELL 2016088.28 DETAILSTACO BELLTACO BELLC-502 NOTES: 1.THE SIGN POST SHALL BE EMBEDDED 3'-6" IN A 12" DIA. CONCRETE FOOTING 4'-0" DEEP (0.12 CU. YDS. OF CONCRETE REQUIRED). 6"x6"-W1.4xW1.4 W.W.F. 1.8% MAX. NOTES: 1. CONTRACTOR SHALL INSTALL 1/2" PRE-FORMED EXPANSION JOINT MATERIAL AND JOINT SEALER WHERE PAVEMENT ABUTS BUILDING.6"1'-0"WIDTH AS NOTED ON SITE PLAN 6" MINIMUM 4" COMPACTED AGGREGATE BASE P.C.C. CURBED WALK N.T.S. PAVEMENT AS SPECIFIED ELSEWHERE SEAL JOINT 1" RADIUS 4" CONC. CURBED WALK 6"SEAL JOINT 1" RADIUS 6" FINISHED GRA D E TED-40-3960PROPOSED GREASE INTERCEPTOR SIZE TO BE UTILIZED R-3960013 JW 8/25/2017 17-00028817002911C:LUA:15-000014PR:CITY OF RENTON COMMENTS1 1 ISSUED FOR BID 10/17/17 2'-0" SQUARE CAST-IRON MONUMENT BOX, 6" DIA. CLEAN-OUT PIPE 6" (MIN.) AGGREGATE BASE CONCRETE, MATCH PAVEMENT SPEC. THREADED CLEAN-OUT CAP CAP AND SEAL CONDUIT 45° BEND SEWER WYE EJIW 1565 OR APPROVED EQUAL. 6 5 4 3 2 7 8 1 9 1 2 3 4 5 7 8 9 6 CLEAN OUT (PAVEMENT AREA) N.T.S.1'-2"MINKEYED NOTES 10/16/17 6 3 5 13 4 146"4"21 2 1 TYPICAL CONCRETE PAVEMENT SECTION N.T.S. NOTES: 1.APPLY LIQUID ASPHALT AT ALL JOINTS BETWEEN CONCRETE AND ASPHALT. 2.SEE SITE PLAN FOR CONCRETE PAVEMENT LOCATIONS. PROPOSED CONCRETE TO BE 6" 4000 P.S.I. P.C.C. AIR ENTRAINED IN ACCORDANCE WITH WSDOT SPECIFICATIONS FOR EXTERIOR CONCRETE PAVEMENT W/ W.W.F. 6" x 6"-W2.9 x W2.9 (CONTROL JTS. 12'-0" O.C.) 4" CRUSHED AGGREGATE BASE (WSDOT 9-03.9(3) BASE COURSE) MIN. 2" COVER OVER ALL REINFORCING PORTAL PLACEMENT DETAIL N.T.S.2'-014"1'0"CL CL FACE OF CURB EVOLUTION PORTAL, SEE DETAIL 4, SHEET C-504 FOR FOOTING DETAIL 2'-2" CL RIGHT ISO VIEW BOLLARD, SEE DETAIL 14, THIS SHEET. BOLLARD DETAIL N.T.S. 6" Ø STEEL POST FILLED WITH CONCRETE 12"Ø CONCRETE FOOTING 6" WIDE x 24" DEEP CONCRETE CURB SURFACE OF DRIVE THRU LANE FINISH SURFACE CL2'-6"6"3'-0"3"1'-0" SUBGRADE SHALL BE COMPACTED TO 95% OF MODIFIED PROCTOR MAXIMUM DRY DENSITY. MOISTURE CONTENT AT THE TIME OF PLACEMENT SHALL NOT EXCEED 2% ABOVE OR BELOW OPTIMUM. 3 3 LIGHT POLE FOUNDATION SCHEDULE · · · · · · · 2 1 SECTION VIEW KEY NOTES - PLAN VIEW 3 5 4 6 7 8 9 10 11 13 14 12 CITY OF RENTON IN COMPLIANCE WITH CITY OF RENTON STANDARDS 520 South Main Street, Suite 2531 Akron, OH 44311 330.572.2100 Fax 330.572.2102 TACO BELL 2016088.28 DETAILSTACO BELLTACO BELL2 C-503TED-40-3960R-396014 1 JW 8/25/2017 17-00028817002911C:LUA:15-000014PR:CITY OF RENTON COMMENTS1 1 ISSUED FOR BID 10/17/17 10/16/17 5 13 412"1/2"Ø RIGID CONDUIT TO POWER SUPPLY (FOR CANOPY ONLY) 1" Ø ANCHOR BOLTS MIN. EMBEDMENT 24" #6 REBAR W/ #3 REBAR TIES (TYP.) 18Ø x 60" or 72" DEEP FOUNDATION (@ 0.33 CU. YD. CONCRETE) 2'-0" 1'-0"5'-0" PORTAL DEPTH6'-0" CANOPY DEPTH10"10"7"7"1"T.O. FOOTING TO BE 1" BELOW GRADE. GRADE CL EVOLUTION FOUNDATION DETAIL N.T.S. 10"x10" x 1-1/4" THICK STEEL PLATE 5"x5"x1/4" THICK STEEL TUBE 1-1/4"Ø HOLE FOR 1"Ø ANCHOR BOLT 11"11"7"7"11"x11"x1 14" THICK STEEL PLATE 4"x4"x14" THICK STEEL TUBE 1 14"Ø HOLE FOR 1"Ø ANCHOR BOLT MENU BOARD FOOTING DETAIL N.T.S. MENU/PREVIEW BOARD BARS NOTE: ALL CONDUIT TO BE MIN. 12" BELOW GRADE OT LOCAL FROST DEPTH AND PROJECT 3" ABOVE FOUNDATION (4) #5 BARS VERT. W/ (4) #3 TIES @ 12" O.C. (3) #3 TIES @ 2" O.C. GRADE ANCHOR BOLTS: (4) 12" DIA. @ DIRECTIONAL SIGNS (4) 34" DIA. @ MENU BOARD FULL THREAD CONDUIT. SEE SCHEDULE FOR REQUIREMENTS NOTE: BOLT PATTERN PROVIDED AS EXAMPLE - OBTAIN ANCHOR BOLT TEMPLATE FROM SUPPLIER DIRECTIONAL SIGN BARS MENU/PREVIEW BOARD FOUNDATION DIRECTIONAL SIGN FOUNDATION MENU/PREVIEW BOARD DIRECTIONAL SIGN ORDER CONF. BOARD BARS ORDER CONF. BOARD FOUNDATION CONDUIT SCHEDULE DEVICE POWER DATA DIRECTIONAL (1) 3/4"- OCB (1) 3/4"(3) 1" MENU BOARD (1) 3/4" MENU/PREVIEW BOARD DIRECTIONAL SIGN T.O. FOOTING TO BE 1" BELOW GRADE 15 1 STANDARD R1-5a SIGN STANDARD R1-5a SIGN ON COMING TRAFFICCROSSWALK YIELD TO PEDESTRIANS SIGN N.T.S. CITY OF RENTON IN COMPLIANCE WITH CITY OF RENTON STANDARDS 520 South Main Street, Suite 2531 Akron, OH 44311 330.572.2100 Fax 330.572.2102 TACO BELL 2016088.28TACO BELLTACO BELL3 2 DETAILS C-504 NOTES: 1.THE SIGN POST SHALL BE EMBEDDED 3'-6" IN A 12" DIA. CONCRETE FOOTING 4'-0" DEEP (0.12 CU. YDS. OF CONCRETE REQUIRED).TED-40-39606 DRIVE-THRU ENTRANCE DRIVE THRU RIGHT TURN ONLY SIGN N.T.S. NOTES: 1.THE SIGN POST SHALL BE EMBEDDED 3'-6" IN A 12" DIA. CONCRETE FOOTING 4'-0" DEEP (0.12 CU. YDS. OF CONCRETE REQUIRED). ON COMING TRAFFIC STANDARD R3-5R SIGN R-396015 JW 8/25/2017 17-00028817002911C:LUA:15-000014PR:CITY OF RENTON COMMENTS1 1 1 ISSUED FOR BID 10/17/17 10/16/17 1 4 2 5 SECTION B X X X X ADA ACCESSIBLE RAMP N.T.S. EXISTING WALK SEAL JOINT 6"x6"-W1.4 X W1.4 W.W.F. CENTERED CONCRETE WALK AS DETAILED ELSEWHERE MINIMUM 4" COMPACTED AGGREGATE BASE SLOPE PER DETAIL TO FRONT EDGE OF RAMP MAX 12:14"WALK AS DETAILED ELSEWHERE LA W N LA W N 12:1 B PERPENDICULAR RAMP MAX PER P L A N DETAIL E DWALK A S ELSEW H E R E PE R P L A N EXI S T I N G W A L K NOTE: PAINT CURB TAPERS YELLOW PER PAVEMENT MARKINGS AND NOTES DETAIL, SHEET 12, SHEET C-501.36" MIN.12"4" PVC TELEPHONE CONDUIT (SCHEDULE 40), QUANTITY AS REQUIRED CLEAN SELECT GRANULAR BACKFILL CONTINUOUS METALLIC WARNING TAPE TOPSOIL & SEED/SOD AS SPECIFIED ELSEWHERE, OR PAVEMENT AS DETAILED ELSEWHERE. 6 4" PVC ELECTRICAL CONDUITS (SCHEDULE 40), QUANTITY AS REQUIRED 5 6" CLEAN SAND ENVELOPE4 3 2 1 ELECTRICAL & COMMUNICATIONS SERVICE TRENCH N.T.S. 12" 1 2 3 4 56 KEYED NOTES 3'-0" MIN.12"CONTINUOUS METALLIC WARNING TAPE TOPSOIL & SEED/SOD AS SPECIFIED ELSEWHERE, OR PAVEMENT AS DETAILED ELSEWHERE. CLEAN SELECT GRANULAR BACKFILL 6" CLEAN SAND ENVELOPE TRACKER WIRE GAS SERVICE LINE PER PUGET SOUND ENERGY STANDARDS GAS SERVICE TRENCH N.T.S. KEYED NOTES 1 2 3 4 5 6 6 5 4 3 2 1 12"12"PIPE OD 8" TOPSOIL & SEED/SOD AS DETAILED ELSEWHERE, OR PAVEMENT AS DETAILED ELSEWHERE. UNDISTURBED EARTH PLACE GRANULAR BACKFILL IN 6" MAX. LIFTS COMPACTED TO 95% MAXIMUM DRY DENSITY, MODIFIED PROCTOR UNDER PAVEMENT AND 85% MAXIMUM DRY DENSITY, MODIFIED PROCTOR UNDER UNPAVED AREAS. KEYED NOTES 1 2 3 1 2 SAND ENVELOPE TO EXTEND 8" ABOVE AND 8" BELOW THE PIPE.4 3 4 5 EXCAVATE WIDTH OF TRENCH AS NEEDED. 5 6 CEMENT LINED, CLASS 52 DUCTILE IRON WATER SERVICE LINE.6 8"5'-0" MIN.WATER SERVICE TRENCH N.T.S. CITY OF RENTON IN COMPLIANCE WITH CITY OF RENTON STANDARDS 520 South Main Street, Suite 2531 Akron, OH 44311 330.572.2100 Fax 330.572.2102 TACO BELL 2016088.28 DETAILSTACO BELLTACO BELLC-505 2'-0" 12:1 MAX 6'-0 " DE T A I L E D E L S E W H E R E PA V E M E N T A S 12: 1 MA X LAN D S C A P E LANDS C A P E SECTION B X X X X DETECTABLE WARNING SURFACE (SEE NOTES BELOW)2-3/4"1'-0"4"4 " SLOPE PER DETAIL TO FRONT EDGE OF RAMP MAX 12:1 6"x6"-W1.4 X W1.4 W.W.F. CENTERED CONCRETE WALK AS DETAILED ELSEWHERE MINIMUM 4" COMPACTED AGGREGATE BASE 6" CONCRETE CURB AS DETAILED ELSEWHERE, FLUSH WITH PAVEMENT PAVEMENT AS DETAILED ELSEWHERE SEAL JOINT WALK AS DETAILED ELSEWHERE B ARMOR-TILE TACTILE SYSTEMS DETECTABLE WARNING SURFACE TILE PER ARMOR-TILE SPECIFICATIONS FOR INSTALLATION (WWW.ARMOR-TILE.COM) DETECTABLE WARNING COLOR SHALL CONTRAST VISUALLY WITH ADJOINING SURFACES, EITHER LIGHT-ON-DARK, OR DARK-ON-LIGHT. DETECTABLE WARNINGS 1. 2. NOTE: PAINT CURB TAPERS YELLOW PER PAVEMENT MARKINGS AND NOTES DETAIL, SHEET 12, SHEET C-501. 5'-0"TED-40-3960R-396016 JW 8/25/2017 17-00028817002911C:LUA:15-000014PR:CITY OF RENTON COMMENTS1ISSUED FOR BID 10/17/17 10/16/17 RAIN GARDEN SPECIFICATIONS MATERIAL SPECIFICATIONS REFER TO LANDSCAPING PLANS FOR ALLOWABLE WATER TOLERANT PLANTS. PLANTING SOIL THE SOIL SHALL BE A UNIFORM MIX, FREE OF STONES, STUMPS, ROOTS OR OTHER SIMILAR OBJECTS LARGER THAN TWO INCHES. NO OTHER MATERIALS OR SUBSTANCES SHALL BE MIXED OR DUMPED WITHIN THE RAIN GARDEN AREA THAT MAY BE HARMFUL TO PLANT GROWTH, OR PROVE A HINDRANCE TO THE PLANTING OR MAINTENANCE OPERATIONS. THE PLANTING SOIL SHALL BE FREE OF NOXIOUS WEEDS. THE PLANTING SOIL SHALL BE TESTED AND SHALL MEET THE FOLLOWING CRITERIA: pH RANGE 5.2 - 7.0 ORGANIC MATTER 8 TO 13% MAGNESIUM 35 LB./AC PHOSPHORUS P O 75 LB./AC POTASSIUM K O 85 LB./AC SOLUBLE SALTS NOT TO EXCEED500 ppm ALL RAIN GARDEN AREAS SHALL HAVE A MINIMUM OF ONE TEST. EACH TEST SHALL CONSIST OF BOTH THE STANDARD SOIL TEST FOR pH, PHOSPHORUS, AND POTASSIUM AND ADDITIONAL TESTS OF ORGANIC MATTER, AND SOLUBLE SALTS. A TEXTURAL ANALYSIS IS REQUIRED FROM THE SITE STOCKPILED TOPSOIL. IF TOPSOIL IS IMPORTED, THEN A TEXTURE ANALYSIS SHALL BE PERFORMED FOR EACH LOCATION WHERE THE TOP SOIL WAS EXCAVATED. SINCE DIFFERENT LABS CALIBRATE THEIR TESTING EQUIPMENT DIFFERENTLY, ALL TESTING RESULTS SHALL COME FROM THE SAME TESTING FACILITY. SHOULD THE pH FALL OUT OF THE ACCEPTABLE RANGE, IT MAY BE MODIFIED (HIGHER) WITH LIME OR (LOWER) WITH IRON SULFATE PLUS SULFUR. COMPACTION IT IS VERY IMPORTANT TO MINIMIZE COMPACTION OF BOTH THE BASE OF THE RAIN GARDEN AREA AND THE REQUIRED BACKFILL. WHEN POSSIBLE, USE EXCAVATION HOES TO REMOVE ORIGINAL SOIL. IF RAIN GARDEN AREAS ARE EXCAVATED USING A LOADER, THE CONTRACTOR SHOULD USE WIDE TRACK OR MARSH TRACK EQUIPMENT, OR LIGHT EQUIPMENT WITH TURF TYPE TIRES. USE OF EQUIPMENT WITH NARROW TRACKS OR NARROW TIRES, RUBBER TIRES WITH LARGE LUGS, OR HIGH PRESSURE TIRES WILL CAUSE EXCESSIVE COMPACTION RESULTING IN REDUCED INFILTRATION RATES AND STORAGE VOLUMESAND IS NOT ACCEPTABLE. COMPACTION WILL SIGNIFICANTLY CONTRIBUTE TO DESIGN FAILURE. COMPACTION CAN BE ALLEVIATED AT THE BASE OF THE RAIN GARDEN FACILITY BY USING A PRIMARY TILLING OPERATION SUCH AS A CHISEL PLOW, RIPPER, OR SUBSOILER. THESE TILLING OPERATIONS ARE TO REFRACTURE THE SOIL PROFILE THROUGHTHE 12 INCH COMPACTION ZONE. SUBSTITUTE METHODS MUST BE APPROVED BY THE ENGINEER. ROTOTILLERS TYPICALLY DO NOT TILL DEEP ENOUGH TO REDUCE THE EFFECTS OF COMPACTION FROM HEAVY EQUIPMENT. WHEN BACK FILLING THE RAIN GARDEN FACILITY, PLACE SOIL IN LIFTS 12” OR GREATER. DO NOT USE HEAVY EQUIPMENT WITHIN THE RAIN GARDEN BASIN. HEAVY EQUIPMENT CAN BE USED AROUND THE PERIMETER OF THE BASIN TO SUPPLY SOILS AND SAND. GRADE RAIN GARDEN MATERIALS BY HAND OR WITH LIGHT EQUIPMENT SUCH AS A COMPACT LOADER ORA DOZER/LOADER WITH MARSH TRACKS. PLANT INSTALLATION SEE LANDSCAPING SHEETS FOR PLANT INSTALLATION METHODS. UNDERDRAINS UNDER DRAINS TO BE PLACED ON A 3’-0” WIDE SECTION OF FILTER CLOTH. PIPE IS PLACED NEXT, FOLLOWED BY THE GRAVEL BEDDING. THE ENDS OF UNDER DRAIN PIPES NOT TERMINATING IN THE OUTLET STRUCTURE SHALL BE CAPPED. THE MAIN COLLECTOR PIPE FOR UNDERDRAIN SYSTEMS SHALL BE CONSTRUCTED AT A MINIMUM SLOPE OF 0.5%. MISCELLANEOUS THE RAIN GARDEN FACILITY MAY NOT BE CONSTRUCTED UNTIL ALL CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED. FILTER FABRIC PLANTING SOIL MEDIA, SEE NOTE THIS SHEET PONDING DEPTH12"4"8"4"390.38 FINISH GRADE=389.38 389.05 INV. = 387.72 SIDEWALL ONLY FILTER FABRIC TYPICAL SECTION N.T.S. TOP/GRATE= 390.38 OPTIONAL PRECAST JOINT OPTIONAL PRECAST JOINT STEPS REINF. STEEL REMOVABLE GRATE 2'-3" 2" 2'-0" OUTLET STRUCTURE PER DETAIL 15, SHEET C-504 4" INV. = 387.72 29 LF 4" PERF. PVC @ 0.5% BIORETENTION GRADE = 389.38 4" COMPOST TILLED INTO AMENDED SOIL 8" AMENDED SOILFILTRATION FABRIC RAIN GARDEN OUTLET STRUCTURE 12" INV. = 387.72 8" MIN. 66 LF 12" STORM @ 1.41% NOTES: 1.SCHEMATIC DETAIL ONLY. SEE SITE PLAN FOR EXACT GEOMETRICAL DIMENSIONS. TYPICAL RAIN GARDEN AREA SCHEMATIC (PROFILE) IMPERVIOUS SHEET FLOW CURB AS DETAILED ELSEWHERE DECORATIVE STONE PER LANDSCAPING PLANS. 6" MAX SEE TYPICAL SECTION FOR DIMENSIONS PER PLAN2'-0"N.T.S. 4" PERFORATED PIPE IN 8" GRAVEL 388.38 COMPOST TILLED INTO UPPER PLANTING SOIL MEDIA CITY OF RENTON IN COMPLIANCE WITH CITY OF RENTON STANDARDS 520 South Main Street, Suite 2531 Akron, OH 44311 330.572.2100 Fax 330.572.2102 TACO BELL 2016088.28 DETAILSTACO BELLPR:C:LUA:C-506 TACO BELLTED-40-396015-00001417-00028817002911R-396017 JW 8/25/2017CITY OF RENTON COMMENTS1 1 ISSUED FOR BID 10/17/17 UNDERDRAIN COLLECTION SYSTEM, 4" PERFORATED PVC PIPE (SEE UTILITY PLAN FOR INVERTS) FILTER FABRIC, SEE TYPICAL SECTION SEE SHEET C-141 FOR CONTINUATION OF STORM SEWER CONNECTION. OVERFLOW RISER (SEE DETAIL BELOW AND UTILITY PLAN FOR LOCATION) 10/16/17