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HomeMy WebLinkAboutPermit D11-172 - TACO TIME - BUILDINGTACO TIME 15037 TUKWILA INTERNATIONAL BL D11 -172 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.TukwilaWA.gov CERTIFICATE OF OCCUPANCY This certificate is issued pursuant to the requirements of Section 110.2 of the 2009 edition of the International Building Code. At the time of issuance, this structure or portion thereof has been inspected for compliance with the requirements of this code for the occupancy and division of occupancy and the use for which the proposed occupancy is classified. Building Permit No.: D11 -172 Occupant/Tenant: TACO TIME Building Address: 15037 TUKWILA INTERNATIONAL BL, Suite No. Parcel No.: 0041000493 Property Owner: HAWLEY ENTERPRISES INC PO BOX 1002 , ENUMCLAW WA 98022 Use: RESTAURANT Occupancy Group/Division: A -2 Type of Construction: V -B Automatic Sprinkler System: Provided: Y Required: N Design Occupant Load: 97 BUILDING OF ICIAL DATE Ocf/eo' 12 THIS CERTIFICATE TO BE CONSPICUOUSLY POSTED ON THE PREMISES City oPI'ukwila • Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Inspection Request Line: 206 - 431 -2451 Web site: http: / /www.TukwilaWA.gov DEVELOPMENT PERMIT Parcel No.: 0041000493 Permit Number: D11 -172 Address: 15037 TUKWILA INTERNATIONAL BL TUKW Issue Date: 09/26/2011 Suite No: Permit Expires On: 03/24/2012 Project Name: TACO TIME Owner: Name: HAWLEY ENTERPRISES INC Address: PO BOX 1002 , ENUMCLAW WA 98022 Contact Person: Name: HOWARD G KIMURA Address: HG KIMURA ARCHITECT , PO BOX 59415 98058 Contractor: Name: WILCOX CONSTRUCTION INC Address: 123 4TH AVE N , EDMONDS, WA 98020 Contractor License No: WILCOC* 194Q0 Phone: 425 - 271 -1875 Phone: 425 774 -4185 Expiration Date: 12/10/2011 DESCRIPTION OF WORK: CONSTRUCT NEW 2418 SQ FT 1 STORY WOOD FRAME QUICK SERVE RESTAURANT BUILDING, V -B CONSTRUCTION A -2 OCCUPANCY GROUP PUBLIC WORKS ACTIVITIES INCLUDE: TESC, LAND ALTERING, STORM DRAINAGE, PORTION OF DRIVEWAY ACCESS, AND STREET USE. TRANSPORTATION IMPACT FEE. WATER DIST. 125 VALLEY VIEW SEWER DIST. WESTERN MOST PORTION OF PROJECT SITE IS ADJACENT TO CITY OF SEATAC RIGHT -OF -WAY (MILITARY RD.). Value of Construction: $320,119.02 Fees Collected: $15,818.82 Type of Fire Protection: SPRINKLERS International Building Code Edition: 2009 Type of Construction: V -B Occupancy per IBC: 4 Electrical Service Provided by: SEATTLE CITY LIGHT * *continued on next page ** doc: IBC -7/10 D11-172 Printed: 09 -26 -2011 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: Y • • Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: N Hauling: N Start Time: End Time: Land Altering: Y Volumes: Cut 50 c.y. Fill 375 c.y. Landscape Irrigation: N Moving Oversize Load: N Start Time: End Time: Sanitary Side Sewer: N Sewer Main Extension: N Private: Storm Drainage: Y Street Use: Y Profit: N Water Main Extension: Water Meter: N N Private: Permit Center Authorized Signature: Date: Public: Non - Profit: N Public: t6All I hereby certify that I have read and ex. ed this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be compli- • with, hether specified herein or not. The granting of this permit does not p construction or the perfo y. ce of wor to this permit. Signature: Date: C71 6/a to give authority to violate or cancel the provisions of any other state or local laws regulating authorized to sign and obtain this development permit and agree to the conditions attached Print Name: This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIONS: 1: ** *BUILDING DEPARTMENT CONDITIONS * ** 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431 - 3670). 4: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 5: The special inspections and verifications for concrete construction shall be required. 6: When special inspection is required, either the owner or the registered design professional in responsible charge, shall employ a special inspection agency and notify the Building Official of the appointment prior to the first building inspection. The special inspector shall furnish inspection reports to the Building Official in a timely manner. doc: IBC -7/10 D11-172 Printed: 09 -26 -2011 7: A final report documenting required spe T pections and correction of any discrepan noted in the inspections shall be submitted to the Building Official. al inspection report shall be prepared by t pproved special inspection agency and shall be submitted to the Building Official prior to and as a condition of final inspection approval. 8: New suspended ceiling grid and light fixture installations shall meet the non - building structures seismic design requirements of ASCE 7. 9: Partition walls that are tied to the ceiling and all partitions greater than 6 feet in height shall be laterally braced to the building structure. 10: Readily accessible access to roof mounted equipment is required. 11: Truss shop drawings shall be provided with the shipment of trusses delivered to the job site. Truss shop drawings shall bear the seal and signature of a Washington State Professional Engineer. Shop drawings shall be maintained on the site and available to the building inspector for inspection purposes. 12: Insulating materials, where exposed as installed in buildings of any type of construction, shall have a flame spread index of not more than 25 and a smoke development index of not more than 450. Where facings are installed in concealed spaces in buildings of Type III, IV, or V construction, the flame spread and smoke - developed limitations do not apply to facings, that are installed behind and in substantial contact with the unexposed surface of the ceiling, wall or floor finish. 13: Subgrade preparation including drainage, excavation, compaction, and fill requirements shall conform strictly with the recommendations given in the soils report. Special inspection is required. 14: All construction shall be done in conformance with the approved plans and the requirements of the International Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code. 15: All food preparation establishments must have Seattle /King County Department of Public Health sign -off prior to opening or doing any food processing. Arrangements for final Health Department inspection shall be made by calling Seattle /King County Department of Public Health, (206/296- 4928), at least three working days prior to desired inspection date. On work requiring Health Department approval, it is the contractor's responsibility to have a set of plans approved by the agency on the job site. 16: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 17: All wood to remain in placed concrete shall be treated wood. 18: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 19: A Certificate of Occupancy shall be issued for this building upon final inspection approval by Tukwila building inspector. 20: Ventilation is required for all new rooms and spaces of new or existing buildings and shall be in conformance with the International Building Code and the Washington State Ventilation and Indoor Air Quality Code. 21: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431- 3670). 22: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431 - 3670). 23: Prior to final inspection for this building permit, a copy of the roof membrane manufacturer's warranty certificate shall be provided to the building inspector. 24: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. 25: ** *PUBLIC WORKS DEPARTMENT CONDITIONS * ** 26: Schedule and attend a Preconstruction Meeting with the Public Works Department and Brandon Miles, Planning Division; prior to start of work under this permit. To schedule call Public Works at (206) 431 -0179. 27: Contractor shall notify Public Works Project Inspector Mr. Dave Stuckle at (206)433 -0179 of commencement and completion doc: IBC -7/10 D11 -172 Printed: 09 -26 -2011 of work at least 24 hours in advance. • 28: Work affecting traffic flows shall be closely coordinated with the Public Works Project Inspector. Traffic Control Plans shall be submitted to the Inspector for prior approval. 29: Prior to any work within the Public right -of -way, a copy of the Certificate of Insurance Coverage (minimum of $2,000,000 naming the City of Tukwila as additionally insured) is required. 30: Storm drainage pipe from roof downspouts shall be 6 -inch minimum perforated and connected to the new on -site storm drainage system. Coordinate with Public Works Project Inspector. 31: PRIOR TO ISSUANCE OF THIS PERMIT OWNER/APPLICANT SHALL SIGN WITH NOTARY A HOLD HARMLESS AGREEMENT FOR WORK IN THE PUBLIC RIGHT -OF -WAY. 32: Applicant shall provide City of Tukwila with a copy of an approved permit from City of SeaTac; prior to any work within the City of SeaTac right -of -way (Military Rd.). 33: The City of Tukwila has an undergrounding ordinance requiring the power, telecommunications, and cable service lines be underground. 34: Any material spilled onto any street shall be cleaned up immediately. 35: Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation off -site or into existing drainage facilities. 36: The site shall have permanent erosion control measures in place as soon as possible after final grading has been completed and prior to the Final Inspection. 37: The Land Altering Permit Fee is based upon an estimated 50 cubic yards of cut and 375 cubic yards of fill. If the final quantity exceeds this amount, the developer shall be required to recalculate the final quantity and pay the difference in permit fee prior to the Final Inspection. 38: From October 1 through April 30, cover any slopes and stockpiles that are 3H:1 V or steeper and have a vertical rise of 10 feet or more and will be unworked for greater than 12 hours. During this time period, cover or mulch other disturbed areas, if they will be unworked more than 2 days. Covered material must be stockpiled on site at the beginning of this period. Inspect and maintain this stabilization weekly and immediately before, during and following storms. 39: From May 1 through September 30, inspect and maintain temporary erosion prevention and sediment at least monthly. All disturbed areas of the site shall be permanently stabilized prior to final construction approval. 40: ** *FIRE DEPARTMENT CONDITIONS * ** 41: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 42: The total number of fire extinguishers required for an ordinary hazard occupancy with Class A fire hazards is calculated at one extinguisher for each 1,500 sq. ft. of area. The extinguisher(s) should be of the "All Purpose" (2A, 20B:C) dry chemical type. Travel distance to arty fire extinguisher must be 75' or less. (IFC 906.3) (NFPA 10, 3 -2.1) 43: Portable fire extinguishers shall be provided within a 30 -foot (9144 mm) travel distance of commercial -type cooking equipment. Cooking equipment involving vegetable or animal oils and fats shall be protected by a Class K rated portable extinguisher. (IFC 904.11.5) 44: Portable fire extinguishers, not housed in cabinets, shall be installed on the hangers or brackets supplied. Hangers or brackets shall be securely anchored to the mounting surface in accordance with the manufacturer's installation instructions. Portable fire extinguishers having a gross weight not exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 5 feet (1524 mm) above the floor. Hand -held portable fire extinguishers having a gross weight exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 3.5 feet (1067 mm) above the floor. The clearance between the floor and the bottom of the installed hand -held extinguishers shall not be less than 4 inches (102 mm). (IFC 906.7 and IFC 906.9) 45: Fire extinguishers shall not be obstructed or obscured from view. In rooms or areas in which visual obstruction cannot be completely avoided, means shall be provided to indicate the locations of the extinguishers. (IFC 906.6) 46: Extinguishers shall be located in conspicuous locations where they will be readily accessible and immediately available for use. These locations shall be along normal paths of travel, unless the fire code official determines that the hazard posed indicates the need for placement away from normal paths of travel. (IFC 906.5) 47: Fire extinguishers require monthly and yearly inspections. They must have a tag or label securely attached that doc: IBC -7/10 D11 -172 Printed: 09 -26 -2011 indicates the month and year that the insde was performed and shall identify the comp or person performing the service. Every six years stored pressure e xt ishers shall be emptied and subjected to thlePplicable recharge procedures. If the required monthly and yearly inspections of the fire extinguisher(s) are not accomplished or the inspection tag is not completed, a reputable fire extinguisher service company will be required to conduct these required surveys. (NFPA 10, 4 -3, 4 -4) 48: Egress doors shall be readily openable from the egress side without the use of a key or special knowledge or effort. (IFC 1008.1.8.3 subsection 2.2) 49: Dead bolts are not allowed on auxiliary exit doors unless the dead bolt is automatically retracted when the door handle is engaged from inside the tenant space. (IFC Chapter 10) 50: Door handles, pulls, latches, locks and other operating devices on doors required to be accessible by Chapter 11 of the International Building Code shall not require tight grasping, tight pinching or twisting of the wrist to operate. (IFC 1008.1.8.1) 51: Each door in a means of egress from an occupancy of Group A or E having an occupant load of 50 or more and any Group H occupancy shall not be provided with latch or lock unless it is panic hardware or fire exit panic hardware on rated fire doors. (IFC 1008.1.9) 52: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 53: Exits and exit access doors shall be marked by an approved exit sign readily visible from any direction of egress travel. Access to exits shall be marked by readily visible exit signs in cases where the exit or the path of egress travel is not immediately visible to the occupants. Exit sign placement shall be such that no point in an exit access corridor is more than 100 feet (30,480 mm) or the listed viewing distance for the sign, whichever is less, from the nearest visible exit sign. (IFC 1011.1) 54: Every exit sign and directional exit sign shall have plainly legible letters not less than 6 inches (152 mm) high with the principal strokes of the letters not less than 0.75 inch (19.1 mm) wide. The word "EXIT" shall have letters having a width not less than 2 inches (51 mm) wide except the letter "I ", and the minimum spacing between letters shall not be less than 0.375 inch (9.5 mm). Signs larger than the minimum established in section 1011.5.1 of the International Fire Code shall have letter widths, strokes and spacing in proportion to their height. The word "EXIT" shall be in high contrast with the background and shall be clearly discernible when the exit sign illumination means is or is not energized. If an arrow is provided as part of the exit sign, the construction shall be such that the arrow direction cannot be readily changed. (IFC 1011.5.1) 55: Exit signs shall be illuminated at all times. To ensure continued illumination for a duration of not less than 90 minutes in case of primary power loss, the sign illumination means shall be connected to an emergency power system provided from storage batteries, unit equipment or on -site generator. (IFC 1006.1, 1006.2, 1006.3) 56: Emergency lighting facilities shall be arranged to provide initial illumination that is at least an average of 1 foot -candle (11 lux) and a minimum at any point of 0.1 foot -candle (1 lux) measured along the path of egress at floor level. Illumination levels shall be permitted to decline to 0.6 foot -candle (6 lux) average and a minimum at any point of 0.06 foot -candle (0.6 lux) at the end of the emergency lighting time duration. A maximum -to- minimum illumination uniformity ratio of 40 to 1 shall not be exceeded. (IFC 1006.4) 57: Every room or space that is an assembly occupancy shall have the occupancy load of the room or space posted in a conspicuous place, near the main exit or exit access doorway from the room or space. Posted signs shall be of an approved legible permanent design and shall be maintained by the owner or authorized agent. (IFC 1004.3) 58: An approved automatic fire sprinkler extinguishing system is required for this project. (City Ordinance #2050) 59: U.L. central station supervision is required. (City Ordinance #2050) 60: All new sprinkler systems and all modifications to existing sprinlder systems shall have fire department review and approval of drawings prior to installation or modification. New sprinlder systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of Factory Mutual or any fire protection engineer licensed by the State of Washington and approved by the Fire Marshal prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance No. 2050). 61: Sprinklers shall be installed under fixed obstructions over 4 feet (1.2 m) wide such as ducts, decks, open grate flooring, cutting tables, shelves and overhead doors. (NFPA 13- 8.6.5.3.3) 62: Maintain sprinlder coverage per N.F.P.A. 13. Addition/relocation of walls, closets or partitions may require relocating and/or adding sprinlder heads. (IFC 901.4) 63: All valves controlling the water supply for automatic sprinkler systems and waterflow switches on all sprinlder systems shall be electrically supervised. (City Ordinance #2050) doc: IBC -7/10 D11 -172 Printed: 09 -26 -2011 64: Maintain a 4 foot clear space around the er riser(s) for emergency access. (NFPA (City Ordinance #2050) 65: When the sprinkler riser is located inside a room, the door to the room shall have a sign with one -inch letters which reads "Sprinkler Riser ". (NFPA 13) 66: All control, drain, and test connection valves shall be provided with permanently marked weather -proof metal or rigid plastic identification signs. The signs shall be secured with corrosion - resistant wire, chain or other approved means. (NFPA 13- 6.7.4.1, 6.7.4.2) 67: Calculated sprinkler systems shall be designed with a 10 PSI cushion for low reservoir allowed. (City Ordinance #2050) 68: A supply of spare sprinklers (never fewer than 6) shall be maintained on the premises so that any sprinklers that have operated or been damaged in any way can be promptly replaced. These sprinklers shall correspond to the types and temperature ratings of the sprinklers in the property. The sprinklers shall be kept in a cabinet located where the temperature to which they are subjected will at no time exceed 100 degrees F. A special sprinkler wrench shall also be provided and kept in the cabinet to be used in the removal and installation of sprinklers. (NFPA 13- 6.2.9.1, 6.2.9.2, 6.2.9.3, 6.2.9.6) 69: Sprinklers subject to mechanical injury shall be protected with listed guards. (NFPA 13- 6.2.8) 70: Sprinkler coverage around unit heaters needs to comply with section 8.3.2.5 and figure 8.3.2.5 of NFPA 13 (2007 edition). 71: All new underground piping shall be hydrostatically tested. Test pressure shall be not less than 200 psi for 2 hours. The amount of leakage at the joints shall not exceed 2 quarts per hour per 100 gaskets or joints. Contact Dave Stuckle, Utilities Inspector, Public Works Department, at (206) 433 -0179 to make an appointment. (NFPA 13- 10.10.2.2.1, 10.10.2.2.2, 10.10.2.2.3, 10.10.2.2.4) 72: When subject to vehicular damage, protective guard posts or curbs are required around all gas meters, electrical transformers, sprinkler valves and hydrants. Posts and curbs are to be painted yellow. (City Ordinance #2052) 73: The fire department connection (FDC) shall have a downward angle bend between 22.5 and 45 degrees, with a 5 -inch Storz fitting(s) and Knox FDC locking Storz cap. (NFPA 13- 6.8.3) (City Ordinance #2050) 74: The height of fire department connections (FDC's) shall be 36 to 48 inches above grade. 75: Fire department connections (FDC's) shall be oriented in the direction of fire apparatus access, have a 4 foot clear space in front and to the sides of the connection, be appropriately signed, have the building address served by the FDC stenciled vertically in 3 -inch high white numbers on a "safety red" background directly beneath the hose connection facing the direction of vehicular access, and protected from potential vehicular damage. 76: Fire department connections (FDC's) shall be located within 50 feet of a fire hydrant. 77: An approved manual fire alarm system including audible /visual devices and manual pull stations is required for this project. The fire alarm system shall meet the requirements of Americans With Disabilities' Act (I.B.C.), N.F.P.A. 72 and the City of Tukwila Ordinance #2051. 78: Maintain fire alarm system audible /visual notification. Addition/relocation of walls or partitions may require relocation and/or addition of audible /visual notification devices. (City Ordinance #2051) 79: All new fire alarm systems or modifications to existing systems shall have the written approval of The Tukwila Fire Prevention Bureau. No work shall commence until a fire department permit has been obtained. (City Ordinance #2051) (IFC 104.2) 80: An electrical permit from the City of Tukwila Building Department Permit Center (206- 431 -3670) is required for this project. 81: When the control panel is located inside a room, the door to the room shall have a sign with one -inch letters which reads "Fire Alarm" or "Fire Alarm Control ". (City Ordinance #2051) 82: Remote alarm annunciation indication is required if the control panel is not visible from the main entrance. (City Ordinance #2051) 83: Fire Department lock boxes shall be provided for access to all fire alarm panels and sprinkler risers. The appropriate key(s) for access shall be placed in the lockbox. Lockbox order forms must be obtained from the Tukwila Fire Department. The lockbox should be mounted so that it is readily visible and not over 60 inches high. (City Ordinance #2051) 84: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) doc: IBC -7/10 D11 -172 Printed: 09 -26 -2011 85: Every building shall be accessible to Firdipartment apparatus by way of access road with all - weather driving surface of not less than 20' wide and 13'6" ve clearance. Access roads in excess of 150' s be provided width an approved turn- around area. Access shall be within 150' of all portions of the buildings. (City Ordinance #2047) 86: Fire apparatus access roads "Fire Lanes" shall be identified by painting the curb yellow and a four inch wide line and block letters 18 inches high, painted in the lane, at fifty foot intervals, stating, "FIRE LANE NO PARKING ", color to be bright yellow, or by the posting of signs stating, "FIRE LANE NO PARKING ", and painting the curb. Signs shall be posted on or immediately next to the curb line or on the building. Signs shall be twelve inches by eighteen inches and shall have letters and background of contrasting color, readily readable from at least a fifty foot distance. Signs shall be spaced not further than fifty feet apart nor shall they be more than four feet from the ground. (City Ordinance #2047) 87: For all commercial, multifamily and single family subdivisions, hydrants shall be placed so that a hydrant is within 150 feet of a building and so that no point of a building (around its perimeter) is greater than 300 feet from a hydrant. Distance from a hydrant to a building is measured along the path of vehicular travel. (City Ordinance #2052) 88: Fire hydrants shall conform to American Water Works Association specifications C- 502 -54; it shall be compression type, equipped with two 2 -1/2" N.S.T. hose ports and one 5" Storz pumper discharge port, and shall have a 1 -1/4" Pentagon open -lift operating nut. (City Ordinance #2052) 89: Fire hydrants shall be oriented in the direction of fire apparatus access. 90: Private hydrants shall be all yellow. Hydrant color is to be "Rustoleum" #659 Yellow Gloss or Farwest #X -3472 Case Yellow. 91: Hydrants shall not be closer than 4 feet to any fixed object (e.g., fences, parking, building, etc.), with the exception of hydrant guard posts. Guard posts shall be installed around hydrants not protected by curbs, so as to help prevent motor vehicles from contacting the hydrant. The guard posts shall be either steel pipe (minimum 4" diameter) filled with concrete or concrete (minimum 8" diameter). Posts shall be 3 feet from the center of the hydrant and shall not be in direct line with any discharge ports. Posts shall be 6 feet long; 3 -3 1/2 feet shall be buried. Painted finish shall be the same color as for the applicable hydrants. The 4 -foot circumference around the hydrant will be a level surface. (City Ordinance #2052) 92: Fire hydrant installation requires a Public Works permit. 93: All required hydrants and surface access roads shall be installed and made serviceable prior to and during the time of construction. (IFC 503.1, 508.1) 94: Fire Department access and existing hydrants shall be constantly maintained during demolition and construction. 95: Utility and detention vaults, located in fire apparatus access roads, shall be designed to withstand an outrigger load of 45,000 lbs. 96: The maximum flame spread class of finish materials used on interior walls and ceilings shall not exceed that set forth in Table No. 803.5 of the International Building Code. 97: In occupancies of Groups A, E, I and R -1 and dormitories in Group R -2, curtains, draperies, hangings and other decorative materials suspended from walls or ceilings shall be flame resistant in accordance with NFPA 701 or be noncombustible. Where required to be flame resistant, decorative materials shall be tested by an approved agency and pass Test 1, as described in NFPA 701, or such materials shall be noncombustible. Reports of test results shall be prepared in accordance with NFPA 701 and furnished to the fire code official upon request. (IFC 805.1, 805.2) 98: New and existing buildings shall have approved address numbers, building numbers or approved building identification placed in a position that is plainly legible and visible from the street or road fronting the property. These numbers shall contrast with their background. Address numbers shall be Arabic numbers or alphabet letters. Numbers shall be a minimum of 4 inches (102mm) high with a minimum stroke width of 0.5 inch (12.7mm). (IFC 505.1) 99: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 100: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 101: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. 102: ** *PLANNING CONDITIONS * ** 103: This project was approved by the City's Board of Architectural Review as part of a design review process. No changes can be made to the building's exterior finishes, landscaping (both design and plant species selection), site plan, and doc: IBC -7/10 D11 -172 Printed: 09 -26 -2011 site finishes without prior approval of the C f Tukwila's Planning Department. If you wis ake any changes you must submit a written request and revised s lans as a revision this building permit. The will require that you provide specific justification to why the change is required and why the issue was not addressed as part of design review. 104: No changes can be made to the elevations without the prior approval of the City. 105: No changes can be made to the landscaping plan without prior approval of the City. 106: All signs require a separate sign permit. 107: The outdoor seats and outdoor garbage cans shall be painted to be consistent with the colors of the building. 108: All design elements on the building and site, including landscaping must be completed prior to final occupancy. The City generally will not allow a financial guarantee to be placed in order to defer design elements which were approved as part of design review. 109: Prior to requesting planning final, please provide a landscaping affidavit from the landscape architect. A copy of the landscape architect was provided to Chris Tonkin on September 8, 2011. Planning staff will not conduct the planning final until the affidavit is signed and returned to the City. 110: Landscaping final inspection can occur at any time. You do not need to wait until the end of the project to get the inspection approved. As part of the landscaping inspection you will need to verify that the irrigation system is working properly. 111: The proposed development plans do not show an exposed foundation. An exposed foundation was not approved as part of design review and the City will require mitigation measures to ensure that any exposed foundation is consistent with the design of the project as approved by the BAR. 112: Your project planner is Brandon Miles who can be contacted directly at (206) 431 -3684 or via email at Brandon.Miles@Tukwilawa.gov. doc: IBC -7/10 D11-172 Printed: 09 -26 -2011 City okukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.TukwilaWA.gov PERMIT CONDITIONS Parcel No.: 0041000493 Permit Number: D11 -172 Address: 15037 TUKWILA INTERNATIONAL BL TUKW Status: ISSUED Suite No: Applied Date: 06/16/2011 Tenant: TACO TIME Issue Date: 09/26/2011 1: ** *BUILDING DEPARTMENT CONDITIONS * ** 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431- 3670). 4: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 5: The special inspections and verifications for concrete construction shall be required. 6: When special inspection is required, either the owner or the registered design professional in responsible charge, shall employ a special inspection agency and notify the Building Official of the appointment prior to the first building inspection. The special inspector shall furnish inspection reports to the Building Official in a timely manner. 7: A final report documenting required special inspections and correction of any discrepancies noted in the inspections shall be submitted to the Building Official. The final inspection report shall be prepared by the approved special inspection agency and shall be submitted to the Building Official prior to and as a condition of final inspection approval. 8: New suspended ceiling grid and light fixture installations shall meet the non - building structures seismic design requirements of ASCE 7. 9: Partition walls that are tied to the ceiling and all partitions greater than 6 feet in height shall be laterally braced to the building structure. 10: Readily accessible access to roof mounted equipment is required. 11: Truss shop drawings shall be provided with the shipment of trusses delivered to the job site. Truss shop drawings shall bear the seal and signature of a Washington State Professional Engineer. Shop drawings shall be maintained on the site and available to the building inspector for inspection purposes. 12: Insulating materials, where exposed as installed in buildings of any type of construction, shall have a flame spread index of not more than 25 and a smoke development index of not more than 450. Where facings are installed in concealed spaces in buildings of Type III, IV, or V construction, the flame spread and smoke - developed limitations do not apply to facings, that are installed behind and in substantial contact with the unexposed surface of the ceiling, wall or floor finish. 13: Subgrade preparation including drainage, excavation, compaction, and fill requirements shall conform strictly with the recommendations given in the soils report. Special inspection is required. 14: All construction shall be done in conformance with the approved plans and the requirements of the International Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code. 15: All food preparation establishments must have Seattle /King County Department of Public Health sign -off prior to opening or doing any food processing. Arrangements for final Health Department inspection shall be made by calling Seattle /King doc: Cond -10/06 D11 -172 Printed: 01 -24 -2012 County Department of Public Health, (206/2° 4928), at least three working days prior to de ed inspection date. On work requiring Health Department approva s the contractor's responsibility to have a s laps approved by the agency on the job site. 16: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 17: All wood to remain in placed concrete shall be treated wood. 18: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 19: A Certificate of Occupancy shall be issued for this building upon final inspection approval by Tukwila building inspector. 20: Ventilation is required for all new rooms and spaces of new or existing buildings and shall be in conformance with the International Building Code and the Washington State Ventilation and Indoor Air Quality Code. 21: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431 - 3670). 22: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431 - 3670). 23: Prior to final inspection for this building permit, a copy of the roof membrane manufacturer's warranty certificate shall be provided to the building inspector. 24: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. 25: ** *PUBLIC WORKS DEPARTMENT CONDITIONS * ** 26: Schedule and attend a Preconstruction Meeting with the Public Works Department and Brandon Miles, Planning Division; prior to start of work under this permit. To schedule call Public Works at (206) 431 -0179. 27: Contractor shall notify Public Works Project Inspector Mr. Dave Stuckle at (206)433 -0179 of commencement and completion of work at least 24 hours in advance. 28: Work affecting traffic flows shall be closely coordinated with the Public Works Project Inspector. Traffic Control Plans shall be submitted to the Inspector for prior approval. 29: Prior to any work within the Public right -of -way, a copy of the Certificate of Insurance Coverage (minimum of $2,000,000 naming the City of Tukwila as additionally insured) is required. 30: Storm drainage pipe from roof downspouts shall be 6 -inch minimum perforated and connected to the new on -site storm drainage system. Coordinate with Public Works Project Inspector. 31: PRIOR TO ISSUANCE OF THIS PERMIT OWNER/APPLICANT SHALL SIGN WITH NOTARY A HOLD HARMLESS AGREEMENT FOR WORK IN THE PUBLIC RIGHT -OF -WAY. 32: Applicant shall provide City of Tukwila with a copy of an approved permit from City of SeaTac; prior to any work within the City of SeaTac right -of -way (Military Rd.). 33: The City of Tukwila has an undergrounding ordinance requiring the power, telecommunications, and cable service lines be underground. 34: Arty material spilled onto any street shall be cleaned up immediately. 35: Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation off-site or into existing drainage facilities. 36: The site shall have permanent erosion control measures in place as soon as possible after final grading has been completed and prior to the Final Inspection. 37: The Land Altering Permit Fee is based upon an estimated 50 cubic yards of cut and 375 cubic yards of fill. If the final quantity exceeds this amount, the developer shall be required to recalculate the final quantity and pay the difference in permit fee prior to the Final Inspection. doc: Cond -10/06 D11 -172 Printed: 01 -24 -2012 38: From October 1 through April 30, cover slopes and stockpiles that are 3H: 1V or ste and have a vertical rise of 10 feet or more and will be unworked for greater than 12 hours. During this time period, cover or mulch other disturbed areas, if they will be unworked more than 2 days. Covered material must be stockpiled on site at the beginning of this period. Inspect and maintain this stabilization weekly and immediately before, during and following storms. 39: From May 1 through September 30, inspect and maintain temporary erosion prevention and sediment at least monthly. All disturbed areas of the site shall be permanently stabilized prior to final construction approval. 40: ** *FIRE DEPARTMENT CONDITIONS * ** 41: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 42: The total number of fire extinguishers required for an ordinary hazard occupancy with Class A fire hazards is calculated at one extinguisher for each 1,500 sq. ft. of area. The extinguisher(s) should be of the "All Purpose" (2A, 20B:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (IFC 906.3) (NFPA 10, 3 -2.1) 43: Portable fire extinguishers shall be provided within a 30 -foot (9144 mm) travel distance of commercial -type cooking equipment. Cooking equipment involving vegetable or animal oils and fats shall be protected by a Class K rated portable extinguisher. (IFC 904.11.5) 44: Portable fire extinguishers, not housed in cabinets, shall be installed on the hangers or brackets supplied. Hangers or brackets shall be securely anchored to the mounting surface in accordance with the manufacturer's installation instructions. Portable fire extinguishers having a gross weight not exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 5 feet (1524 mm) above the floor. Hand -held portable fire extinguishers having a gross weight exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 3.5 feet (1067 mm) above the floor. The clearance between the floor and the bottom of the installed hand -held extinguishers shall not be less than 4 inches (102 mm). (IFC 906.7 and IFC 906.9) 45: Fire extinguishers shall not be obstructed or obscured from view. In rooms or areas in which visual obstruction cannot be completely avoided, means shall be provided to indicate the locations of the extinguishers. (IFC 906.6) 46: Extinguishers shall be located in conspicuous locations where they will be readily accessible and immediately available for use. These locations shall be along normal paths of travel, unless the fire code official determines that the hazard posed indicates the need for placement away from normal paths of travel. (IFC 906.5) 47: Fire extinguishers require monthly and yearly inspections. They must have a tag or label securely attached that indicates the month and year that the inspection was performed and shall identify the company or person performing the service. Every six years stored pressure extinguishers shall be emptied and subjected to the applicable recharge procedures. If the required monthly and yearly inspections of the fire extinguisher(s) are not accomplished or the inspection tag is not completed, a reputable fire extinguisher service company will be required to conduct these required surveys. (NFPA 10, 4 -3, 4 -4) 48: Egress doors shall be readily openable from the egress side without the use of a key or special knowledge or effort. (IFC 1008.1.8.3 subsection 2.2) 49: Dead bolts are not allowed on auxiliary exit doors unless the dead bolt is automatically retracted when the door handle is engaged from inside the tenant space. (IFC Chapter 10) 50: Door handles, pulls, latches, locks and other operating devices on doors required to be accessible by Chapter 11 of the International Building Code shall not require tight grasping, tight pinching or twisting of the wrist to operate. (IFC 1008.1.8.1) 51: Each door in a means of egress from an occupancy of Group A or E having an occupant load of 50 or more and any Group H occupancy shall not be provided with latch or lock unless it is panic hardware or fire exit panic hardware on rated fire doors. (IFC 1008.1.9) 52: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 53: Exits and exit access doors shall be marked by an approved exit sign readily visible from any direction of egress travel. Access to exits shall be marked by readily visible exit signs in cases where the exit or the path of egress travel is not immediately visible to the occupants. Exit sign placement shall be such that no point in an exit access corridor is more than 100 feet (30,480 mm) or the listed viewing distance for the sign, whichever is less, from the nearest visible exit sign. (IFC 1011.1) 54: Every exit sign and directional exit sign shall have plainly legible letters not less than 6 inches (152 nun) high with the principal strokes of the letters not less than 0.75 inch (19.1 mm) wide. The word "EXIT" shall have letters having a width not less than 2 inches (51 mm) wide except the letter "I ", and the minimum spacing between letters shall not be less than 0.375 inch (9.5 mm). Signs larger than the minimum established in section 1011.5.1 of the International Fire Code shall have letter widths, strokes and spacing in proportion to their height. The word "EXIT" shall be in high doc: Cond -10/06 D11 -172 Printed: 01 -24 -2012 contrast with the background and shall be c ly discernible when the exit sign illuminatio eans is or is not energized. If an arrow is provided as part o exit sign, the construction shall be such that arrow direction - cannot be readily changed. (IFC 10115.1) 55: Exit signs shall be illuminated at all times. To ensure continued illumination for a duration of not less than 90 minutes in case of primary power loss, the sign illumination means shall be connected to an emergency power system provided from storage batteries, unit equipment or on -site generator. (IFC 1006.1, 1006.2, 1006.3) 56: Emergency lighting facilities shall be arranged to provide initial illumination that is at least an average of 1 foot -candle (11 lux) and a minimum at any point of 0.1 foot -candle (1 lux) measured along the path of egress at floor level. Illumination levels shall be permitted to decline to 0.6 foot - candle (6 lux) average and a minimum at any point of 0.06 foot -candle (0.6 lux) at the end of the emergency lighting time duration. A maximum -to- minimum illumination uniformity ratio of 40 to 1 shall not be exceeded. (IFC 1006.4) 57: Every room or space that is an assembly occupancy shall have the occupancy load of the room or space posted in a conspicuous place, near the main exit or exit access doorway from the room or space. Posted signs shall be of an approved legible permanent design and shall be maintained by the owner or authorized agent. (IFC 1004.3) 58: An approved automatic fire sprinkler extinguishing system is required for this project. (City Ordinance #2050) 59: U.L. central station supervision is required. (City Ordinance #2050) 60: All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of Factory Mutual or any fire protection engineer licensed by the State of Washington and approved by the Fire Marshal prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance No. 2050). 61: Sprinklers shall be installed under fixed obstructions over 4 feet (1.2 m) wide such as ducts, decks, open grate flooring, cutting tables, shelves and overhead doors. (NFPA 13- 8.6.5.3.3) 62: Maintain sprinkler coverage per N.F.P.A. 13. Addition/relocation of walls, closets or partitions may require relocating and/or adding sprinkler heads. (IFC 901.4) 63: All valves controlling the water supply for automatic sprinkler systems and waterflow switches on all sprinkler systems shall be electrically supervised. (City Ordinance #2050) 64: Maintain a 4 foot clear space around the sprinkler riser(s) for emergency access. (NFPA 25) (City Ordinance #2050) 65: When the sprinkler riser is located inside a room, the door to the room shall have a sign with one -inch letters which reads "Sprinkler Riser ". (NFPA 13) 66: All control, drain, and test connection valves shall be provided with permanently marked weather -proof metal or rigid plastic identification signs. The signs shall be secured with corrosion - resistant wire, chain or other approved means. (NFPA 13- 6.7.4.1, 6.7.4.2) 67: Calculated sprinkler systems shall be designed with a 10 PSI cushion for low reservoir allowed. (City Ordinance #2050) 68: A supply of spare sprinklers (never fewer than 6) shall be maintained on the premises so that any sprinklers that have operated or been damaged in any way can be promptly replaced. These sprinlders shall correspond to the types and temperature ratings of the sprinklers in the property. The sprinklers shall be kept in a cabinet located where the temperature to which they are subjected will at no time exceed 100 degrees F. A special sprinkler wrench shall also be provided and kept in the cabinet to be used in the removal and installation of sprinklers. (NFPA 13- 6.2.9.1, 6.2.9.2, 6.2.9.3, 6.2.9.6) 69: Sprinklers subject to mechanical injury shall be protected with listed guards. (NFPA 13- 6.2.8) 70: Sprinkler coverage around unit heaters needs to comply with section 8.3.2.5 and figure 8.3.2.5 of NFPA 13 (2007 edition). 71: All new underground piping shall be hydrostatically tested. Test pressure shall be not less than 200 psi for 2 hours. The amount of leakage at the joints shall not exceed 2 quarts per hour per 100 gaskets or joints. Contact Dave Stuckle, Utilities Inspector, Public Works Department, at (206) 433 -0179 to make an appointment. (NFPA 13- 10.10.2.2.1, 10.10.2.2.2, 10.10.2.2.3, 10.10.2.2.4) 72: When subject to vehicular damage, protective guard posts or curbs are required around all gas meters, electrical transformers, sprinkler valves and hydrants. Posts and curbs are to be painted yellow. (City Ordinance #2052) 73: The fire department connection (FDC) shall have a downward angle bend between 22.5 and 45 degrees, with a 5 -inch Storz fitting(s) and Knox FDC locking Storz cap. (NFPA 13- 6.8.3) (City Ordinance #2050) doc: Cond -10 /06 D11 -172 Printed: 01 -24 -2012 74: The height of fire department connectio C's) shall be 36 to 48 inches above grade. 75: Fire department connections (FDC's) shalrbe oriented in the direction of fire apparatus access, have a 4 foot clear space in front and to the sides of the connection, be appropriately signed, have the building address served by the FDC stenciled vertically in 3 -inch high white numbers on a "safety red" background directly beneath the hose connection facing the direction of vehicular access, and protected from potential vehicular damage. 76: Fire department connections (FDC's) shall be located within 50 feet of a fire hydrant. 77: An approved manual fire alarm system including audible /visual devices and manual pull stations is required for this project. The fire alarm system shall meet the requirements of Americans With Disabilities' Act (I.B.C.), N.F.P.A. 72 and the City of Tukwila Ordinance #2051. 78: Maintain fire alarm system audible /visual notification. Addition/relocation of walls or partitions may require relocation and/or addition of audible /visual notification devices. (City Ordinance #2051) 79: All new fire alarm systems or modifications to existing systems shall have the written approval of The Tukwila Fire Prevention Bureau. No work shall commence until a fire department permit has been obtained. (City Ordinance #2051) (IFC 104.2) 80: An electrical permit from the City of Tukwila Building Department Permit Center (206- 431 -3670) is required for this project. 81: When the control panel is located inside a room, the door to the room shall have a sign with one -inch letters which reads "Fire Alarm" or "Fire Alarm Control ". (City Ordinance #2051) 82: Remote alarm annunciation indication is required if the control panel is not visible from the main entrance. (City Ordinance #2051) 83: Fire Department lock boxes shall be provided for access to all fire alarm panels and sprinkler risers. The appropriate key(s) for access shall be placed in the lockbox. Lockbox order forms must be obtained from the Tukwila Fire Department. The lockbox should be mounted so that it is readily visible and not over 60 inches high. (City Ordinance #2051) 84: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) 85: Every building shall be accessible to Fire Department apparatus by way of access roadways with all- weather driving surface of not less than 20' wide and 13'6" vertical clearance. Access roads in excess of 150' shall be provided width an approved turn- around area. Access shall be within 150' of all portions of the buildings. (City Ordinance #2047) 86: Fire apparatus access roads "Fire Lanes" shall be identified by painting the curb yellow and a four inch wide line and block letters 18 inches high, painted in the lane, at fifty foot intervals, stating, "FIRE LANE NO PARKING ", color to be bright yellow, or by the posting of signs stating, "FIRE LANE NO PARKING ", and painting the curb. Signs shall be posted on or immediately next to the curb line or on the building. Signs shall be twelve inches by eighteen inches and shall have letters and background of contrasting color, readily readable from at least a fifty foot distance. Signs shall be spaced not further than fifty feet apart nor shall they be more than four feet from the ground. (City Ordinance #2047) 87: For all commercial, multifamily and single family subdivisions, hydrants shall be placed so that a hydrant is within 150 feet of a building and so that no point of a building (around its perimeter) is greater than 300 feet from a hydrant. Distance from a hydrant to a building is measured along the path of vehicular travel. (City Ordinance #2052) 88: Fire hydrants shall conform to American Water Works Association specifications C- 502 -54; it shall be compression type, equipped with two 2 -1/2" N.S.T. hose ports and one 5" Storz pumper discharge port, and shall have a 1 -1/4" Pentagon open -lift operating nut. (City Ordinance #2052) 89: Fire hydrants shall be oriented in the direction of fire apparatus access. 90: Private hydrants shall be all yellow. Hydrant color is to be "Rustoleum" #659 Yellow Gloss or Farwest #X -3472 Case Yellow. 91: Hydrants shall not be closer than 4 feet to any fixed object (e.g., fences, parking, building, etc.), with the exception of hydrant guard posts. Guard posts shall be installed around hydrants not protected by curbs, so as to help prevent motor vehicles from contacting the hydrant. The guard posts shall be either steel pipe (minimum 4" diameter) filled with concrete or concrete (minimum 8" diameter). Posts shall be 3 feet from the center of the hydrant and shall not be in direct line with any discharge ports. Posts shall be 6 feet long; 3 -3 1/2 feet shall be buried. Painted finish shall be the same color as for the applicable hydrants. The 4 -foot circumference around the hydrant will be a level surface. (City Ordinance #2052) 92: Fire hydrant installation requires a Public Works permit. doc: Cond -10/06 D11 -172 Printed: 01 -24 -2012 93: All required hydrants and surface acces ads shall be installed and made serviceable for to and during the time of construction. (IFC 503.1, 508.1) 94: Fire Department access and existing hydrants shall be constantly maintained during demolition and construction. 95: Utility and detention vaults, located in fire apparatus access roads, shall be designed to withstand an outrigger load of 45,000 lbs. 96: The maximum flame spread class of finish materials used on interior walls and ceilings shall not exceed that set forth in Table No. 803.5 of the International Building Code. 97: In occupancies of Groups A, E, I and R -1 and dormitories in Group R -2, curtains, draperies, hangings and other decorative materials suspended from walls or ceilings shall be flame resistant in accordance with NFPA 701 or be noncombustible. Where required to be flame resistant, decorative materials shall be tested by an approved agency and pass Test 1, as described in NFPA 701, or such materials shall be noncombustible. Reports of test results shall be prepared in accordance with NFPA 701 and furnished to the fire code official upon request. (IFC 805.1, 805.2) 98: New and existing buildings shall have approved address numbers, building numbers or approved building identification placed in a position that is plainly legible and visible from the street or road fronting the property. These numbers shall contrast with their background. Address numbers shall be Arabic numbers or alphabet letters. Numbers shall be a minimum of 4 inches (102mm) high with a minimum stroke width of 0.5 inch (12.7mm). (IFC 505.1) 99: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 100: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 101: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. 102: ** *PLANNING CONDITIONS * ** 103: This project was approved by the City's Board of Architectural Review as part of a design review process. No changes can be made to the building's exterior finishes, landscaping (both design and plant species selection), site plan, and site finishes without prior approval of the City of Tukwila's Planning Department. If you wish to make any changes you must submit a written request and revised site plans as a revision this building permit. The City will require that you provide specific justification to why the change is required and why the issue was not addressed as part of design review. 104: No changes can be made to the elevations without the prior approval of the City. 105: No changes can be made to the landscaping plan without prior approval of the City. 106: All signs require a separate sign permit. 107: The outdoor seats and outdoor garbage cans shall be painted to be consistent with the colors of the building. 108: All design elements on the building and site, including landscaping must be completed prior to final occupancy. The City generally will not allow a financial guarantee to be placed in order to defer design elements which were approved as part of design review. 109: Prior to requesting planning final, please provide a landscaping affidavit from the landscape architect. A copy of the landscape architect was provided to Chris Tonkin on September 8, 2011. Planning staff will not conduct the planning final until the affidavit is signed and returned to the City. 110: Landscaping final inspection can occur at any time. You do not need to wait until the end of the project to get the inspection approved. As part of the landscaping inspection you will need to verify that the irrigation system is working properly. 111: The proposed development plans do not show an exposed foundation. An exposed foundation was not approved as part of design review and the City will require mitigation measures to ensure that any exposed foundation is consistent with the design of the project as approved by the BAR. 112: Your project planner is Brandon Miles who can be contacted directly at (206) 431 -3684 or via email at Brandon.Miles@Tukwilawa.gov. 113: Prior to installation of any landscaping, the applicant shall provide the City a letter from a licensed landscaped architect to address the appropriateness of the landscaping plan that was submitted to the City on January 13, 2012. Specifically, the letter shall address the following 1) the tree species selection for the north and south property lines and what impacts the retaining walls will have on the health of the trees 2) recommendations for replacing any doc: Cond -10/06 011 -172 Printed: 01 -24 -2012 trees on the site given the changes in the site ditions due to the retaining walls 3) and an lysis of the soil condition for all the planting areas to deternif the structure fill on the site is appropriate e plantings and if necessary, specific recommendations for soil amendment. * *continued on next page ** doc: Cond -10/06 D11 -172 Printed: 01 -24 -2012 • • I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other work or local laws regulating construction or the performance of work. Signature: Print Name: ` 5 fo Date: doo.Cond -10/06 D11-172 Printed: 01 -24 -2012 • CITY- OFKAUL-A. Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 htto://www.ci.tukwila.wa.us Building Permit No. bill- t1 Mechanical Permit No. (it It- D ko • Plumbing/Gas Permit No. V & 11 0 g)- Public Works Permit No. Project No. • . (For office use only) : - Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. "Please Print** 1 SITE LOCATION' eacm4 /da- — a �• � � King Co Assessor's Tax No.: Site Address: 1503 7 1 IJ WiLA INTirstihfltaMRZ. B`t/U Suite Number: /�� ,mac. fl.,a TeurarNam• e: 7-o T•» N t4,/ / /N L. Property Owners Name: PA141Ar .A /tea /L Y-' P0.►s7x .E — 01F9 SF —06.117 Floor. .....Yes ❑..No Mailing Address: 2473 /. Se 40- 324-.1 .rr eh"^+ c,/sw City If, z1, state CONTACt PERSON - who do we contact when your permit is ready to be issued Name: Pow-Arai !r_ K�/>hur>•r, K1/rx//7r i!'iz4 DaY Telephone: Mailing Address: PO 6-17) S9 ¥X5 /tut *PI , Wrt 9t'p JJ' city E-Mail Address: hi kJ n•t.+ r-a t'.oaalL•sJJ he1F- Fax Number 44r: 2-7 /- /t7s— state Zip 27/ 23t? GENERAL CONTRACTOR INFORMATION - (Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5)) Company Name: 6 Mailing Address: Contact Person: E-Mail Address: Contractor Registration Number. City Day Telephone: Fax Number: Expiration Date: tip ARCHITECT OF RECORD - All plans must be stamped by Architect of Record Company Name: Mailing Address: E it GoArr "="1"2-1 • ^/ Contact Person: E-Mail Address: City Day Telephone: Fax Number: State Zip IENGINEER OF RECORD - All plans must be stamped by Engineer of Record Company Name: Mailing Address: ✓oer,.tca -v _ •Er.cr./.4.,acie4.4 er- (STae u 44-1—.44/41 Contact Person: C Atatiiar tt6 kVl7Lte.7e._ E - M a i l Address: /// / //G 1'" 4ve / &c Ike set44 44.4- 9toa it R :M1pplicatioasWeen.Apptications On finol20I0 AWlicmion tl -2010 - Pk®it Appliestion.dac Revised: 7 -7010 bb City Day Telephone: Fax Number: State Zip ,/2J «.r7 - 49y� Page 1 of 6 • • 1 ;BUILDING PERMIT INFORMATION — 206.431 -3670 Valuation of Project (contractor's bid price): $ 4-O), D Ol Existing Building Valuation: $ Scope of Work (please provide detailed information): CO "111-yc" N Cy" y4' t-1 $ F 1 Ph:to -% W1st'11~21 Fooat w..c S1 t.k -ietw i e , •, 1, t i.t4/4/1.1 , V8 eolt , •Z &'L Will there be new rack storage? ❑ Yes S °.. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below- • • - . Existing • Interior Remodel -Addition to. ,Existing • Structure .. New Type of Construction per , • IBC Type of - Occupancy per • IBC I" Floor 241r 1/6 AL_ 29° Floor • • 391 Floor Floors din] • Basement • Accessory Structure* 'Attached Garage • Detached Garage Attached Carport • Detached Carport Covered Deck 'Uncovered Deck PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: 4•414 Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: 21 Compact-. i Handicap: Z Will there be a change in use? p [ Yes ❑ No If "yes ", explain: Yew en:4/4 1 - NttivPSC J FIRE PROTECTTON/RAZARDOUS MATERIALS: Sprinklers ❑ Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes No If "yes', attach list ofmaterials and storage locations on a sepamle 8 -1/2 "x 11" paper including gum:Mties and Material S ayDala Sheets SEPTIC SYSTEM //A. ❑ .._...On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. ll:MppfemonsWotms•Appliations On tinoN2010 Appliodianrl74010 -Permit Appliation.doe Revised: 7.2010 bh Page 2 of 6 Scope of Work (please provide detailed information): GAYf tsrr " AP.►+/ torw.er t AA 1 • t* W 1M iSas L. S4C, AAA- . L )* ilti el vM timrertt 3 . stiouls asetclo awt S% rtiv 4vate dtl+�eils, Call before you Dig: 1- 800 - 424 -5555 Rem refer to Alblic Works.il3ttIIglin #1 for fees and .esfitnate sheet Water District ❑ ...Tukwila .R1 ...Water District #125 0 ...Water Availability Provided er trio .• .Tukwila M.-Valley View ❑ .. Sewer Use Certificate ❑...Sewer Availability Provided ❑ ,. Highline 13 ..Renton ❑ .. Renton ❑ .. Seattle Septic System: O On -site Septic System —For on -site septic system, provide 2 copies of a caurcnt septic design approved by King County Health Department. Submitted witltAaplcation (mark boxes which apply): rig ...Civil Plans (Maximum Paper Size —22" x 34") lid _.Technical Information Report (Storm Drainage) T Fellow ❑ ...Bond ❑ .. Insurance ❑ .. Easement(s) Proposed Acttvlties'(mark boxes that anplrl: ❑ ._Right -of -way Use - Nonprofit for less than 72 hours ❑ ...Right -of -way Use -No Disturbance ® ...Construction/Excavation/Fill - Right -of -way ❑ Non Right -of -way [4 ...Total Cut _cot cubic yards ® ...Total Fill .751" cubic yards _ Ocotechnical Report e ❑ ...Traffic Impact Analysis ❑ .. Maintenance Agreement(s) ❑...Hold Harmless —(SAO) ❑...Hold Harmless — (ROW) ❑ .. Right -of -way Use - Profit for less than 72 hours ❑ .. Right -of -way Use — Potential Disturbance ❑ _ Work in Flood Zone ® ..Storm Drainage ® ...Sanitary Side Sewer ❑ .. Abandon Septic Tank ® .. Grease Interceptor lJ ...Cap or Remove Utilities ❑ .. Curb Cut ❑ .. Channelization ...Frontage Improvements ❑ .. Pavement Cut ® _Trench Excavation L ...Traffic Control ❑ .. Looped Fire Line .. Utility Undergrounding ta ._Backflow Prevention - Fire Protection � " Irrigation Domestic Water ( " On ...Permanent Water Meter Sae... 1 WO # ❑ ...Temporary Water Meter Size.. " WO # ❑ ...Water Only Meta Size 6 II WO # O Sewer Main Extension. Public ❑ Private ...Water Main Extension Public ❑ Private ❑ ❑...Deduct Water Meter Size •• .7NANCE INFORMATION 11 Fire Line Size at Properly Line ®._Water ®....Sewer • Monthly Service Billing to Name: TAZO T►.t. N+- Number of Public Fire Hydrant(s) ❑ ...Sewage Treatment Mailing Address: 33W igtn Water Meter Refund/Billing; Name: SAxrJL 0 Day Telephone: - 666g Atilvt (AA4-- 9,105a City State Zap Day Telephone: Mailing Address: State Tip City 11.1App1i 4 lVeltos Applinuam Os Liot.2010 Appsmiaa v 2010 - Pumit App&a1ic.eoe Reviled: 7-2010 bb Page 3 of 6 MECHANICAL PERMIT INFORMATION — 206 -431 -3670 MECHANICAL CONTRACTOR INFORMATION Company Name: Mailing Address: City Statc Zip Contact Person: Day Telephone: E-Mail Address: Fax Number: Contractor Registration Number. Expiration Data Valuation of Mechanical work (contractor's bid price): $ r%J; 000 ?� Score of Work (please provide detailed informatio�� V ( c s 14 }'r 1" Et-- JsC r , COOL — -/co / ti)r :, - c/t At O :. Use; Residential: New .... ❑ Replacement .... ❑ Commercial: New Replacement .... 0 Fuel Type: Electric 0 Gas ...la Other. Indicate type of mechanical work being installed and the quantity below: Unit Type: Qty Unit Type: Qty Unit Type: Qty Boiler /Compressor: Qty - Funtacc<100K BTU ' Air Handling Unit >10,000 CFM Piro Damper 0.3 HP /l00,00013TU . Fumacc> 100K BTU Evaporator Cooler Diffuser 8- 3-15 HP /500,000 BTU Floor Furnace Ventilation Fan Connected to Single Duct Thermostat Z 15 -30 HP /I,000,000 BTU Suspended/Wall/Floor Mounted Heater Ventilation System Wood/Gas Stove 30-50 HP /I,750,000 BTU Appliance Vent Hood and Duct z Emergency Generator 50+ HP /1,750,000 BTU Repair or Addition to Hcat /Rcfrig/Cooling System Incinerator - Domestic Other Mechanical Equipment Air Handling Unit <10,000 CFM 2. incinerator— Comtnllnd _ ,_ 11 :1Appliratia vVFunrd -Appli aliens O, Lim :12010 Apphaliuns17 -2010- rams, Apphoti,n.Auc Rcrescd: 7.2010 ltd Page 4 of YY Ci1VIB) jG c 11TD AS PIPING- PERMiTINFORMATJON -2 4 io • PLUMBING AND GAS PIPING CONTRACTORINFORMATION Company Name: Mailing Address: City Stale Zip Contact Person: Day Telephone: E -Mail Address: Fax Nuinber. 'Contractor Registration Number. Expiration Date: Valuation of Plumbing work (contractor's bid price): $ .4', O0c :°° • 0 Valuation of Gas Piping work (contractor's bid price): $ 51 C100 II Scope of Work (please provide detailed inforutation): P CoV i <� S �r_ dntM� �,� tA1t�.lr..r CA V tO( rx ,rof. 4.6 s eN ( a -Z6 4? pI NoS4luratifil. . ttc .4o of t, t>1P .0,1) 'z TIT" g rejoi5e ke% tZ-17 ,r t s oi5 a1h�4 e\e� (`if A ae,-! 11961,&15 amoit a\r eet »tirA cti:Gelssconp5, Building Use (per Int'! Building Code): C - e_ f ve 41' iiv Occupancy (per 'Intl Building Code): Cn h Utility Purveyor Water: Dis ft 1 G4 1.'7_{ Sewer 1)04, vex s•aw,er Indicate type of plumbing fixtures and/or gas piping outlets being installed and the quantity below: .!Fixture.Type: . • Qty Fixture Type: .Qty • Fixture Type:: Qty. •Fixture Type: • . Qty Bathtub or combination bath/shower Bidet Clothes washer, domestic Dental unit, cuspidor Dishwasher, domestic, with independent drain i Drinking fountain or water cooler (per head) Food -waste grinder, commercial Floor Drain / �O Shower, single head trap Lavatory 2. Wash fountain Receptor, indirect waste Sinks / l9 Urinals 1 Water Closet 2 J Buildifg'sewer and each trailerpark sewer 1 Rain water system — per drain (inside building) Water heater and/or vent fL �l Industrial waste treatment interceptor, including trap and vent, except for kitchen -type grease interceptors Each grease trap (connected to not more than 4 fixtures - <750 gallon capacity) Grease interceptor of commercial kitchen ( >750 gallon capacity) ( J iitOair or aiiorarion of water piping andfor water treatment equipment Reliai(Or aiieraiion of drainage or vent piping, iviedieal g piping system serving 1 -5 inlets/outlets for a spccific.gaas Each additional medical gas inlets/outlets greater than 5 Backflow protective device other than atmospheric -type vacuum breakers 2 inch (51 mm) diameter or smaller 5 Backflow protective device other than atmospheric-type vacuum breakers over•2 inch (51 mm) diameter Each lawn sprinkler system on any one meter including backflow protection devices Atmospheric -type vacuum breakers not included in lawn sprinkler backflow protections (1 -5) 1 Atmospheric -type vacuum breakers not included in lawn sprinkler backflow protections over 5 Gas piping outlets ! (D t t:vytpl&anassV oons•Appli,mioof On Lin 63310 Appl,ca0o,u'.7 -:010 _ P m, l Appli ation.tbc Rtirca: 7 -2010 blt Page 5 of6 1 r PERMIT APPLICATION NOTES - Applicable to all permits in ibis application Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. Building and Mechanical Permit The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). Plumbing Permit The Building Official may grant one extension of time for an additional period not exceeding 180 days. The extension shall be requested in writing and justifiable cause demonstrated. Section 103.4.3 Uniform Plumbing Code (current edition). I HEREBY CERTIFY THAT.I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER 0 Signature: Print Name: RIZED A ektrell -TON k /,✓ Mailing Address: 33a6, /Liaeo /r ✓f / /e3 /`i7,1i Li/ a y Date: toil lil Day Telephone: AIM= 2 2-t L G SZ Ael firs /4//4 lt' T ��`�z3� City State Zip [,DateAPPlication Accepted: Date Application Expire& r Staff Initials: HAAppliceiionsWenns-Applionlions On lino\2010 Applicationsl7.2010 - Permit App ionioa.don Revised: 7 -2010 bn Page 6 of 6 • r -- wq� City of Tukwila '; . Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206-431-3665 Web site: http: / /www.TukwilaWA.gov RECEIPT • Parcel No.: 0041000493 Permit Number: D11 -172 Address: 15037 TUKWILA INTERNATIONAL BL TUKW Status: PENDING Suite No: Applied Date: 06/16/2011 Applicant: TACO TIME Issue Date: Receipt No.: R11 -01228 Payment Amount: $4,787.85 Initials: WER Payment Date: 06/16/2011 02:27 PM User ID: 1655 Balance: $5,748.15 Payee: TACO TIME TRANSACTION LIST: Type Method Descriptio Amount Payment Check 601478 4,787.85 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts PLAN CHECK - NONRES PW BASE APPLICATION FEE PW LAND ALT PLAN REVIEW PW PLAN REVIEW 000.345.830 000.322.100 000.345.830 000.345.830 Total: $4,787.85 2,141.85 250.00 37.00 2,359.00 doc: Receiot -06 Printed: 06 -16 -2011 BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees PROJECT NAME (C4 1503-, 'T 8. ) If you do not provide contractor bids or an engineer's estimate with your permit application, Public Works will review the cost estimates for reasonableness and may adjust estimates. PERMIT # 1. APPLICATION BASE FEE 2. Enter total construction cost for each improvement category: Mobilization Erosion pre•'•"^^ Water /Sew c Road/Park A. Total Improvement ? 3. Calculate improvement -bas B. 2.5% of first $100,00 R C. 2.0% of amount 50 D. 1.5% of amount over 4. TOTAL PLAN REVIEW FEE (B +C +D) $250 (1) /5-60 27SD 3GDOD S1¢ 24 94 -,so ? 3 sgl' :han $200,000 of A. 5. Enter total excavation volume Sb cubic yards 5'71— cubic yards Use the following table to estimate the grading plan review and permit fee. Use the greater of the excavation and fill volumes. / Enter total fill volume QUANTITY IN CUBIC YARDS RATE Up to 50 CY Free 51 — 100 $23.50 101 — 1,000 $37.00 1,001 — 10,000 $49.25 10,001 — 100,000 $49.25 for 1" 10,000, PLUS $24.50 for each additional 10,000 or fraction thereof. 100,001 — 200,000 $269.75 for 1" 100,000, PLUS $13.25 for each additional 10,000 or fraction thereof. 200,001 or more $402.25 for 1ST 200,000, PLUS $7.25 for each additional 10,000 or fraction thereof. GRADING Plan Review and Permit Fees $ S7 °- (5) TOTAL PLAN REVIEW AND APPROVAL FEE DUE WITH PERMIT APPLICATION (1 +4 +5) $ 24¢515. The Plan Review and Approval fees cover TWO reviews: 1) the first review associated with the submission of the application/plan and 2) a follow -up review associated with a correction letter. Each additional review, which is attributable to the Applicant's action or inaction shall be charged 25% of the Total Plan Review Fee. -z, o Approved 09.25.02 Last Revised 01.01.11 1 BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees 6. Permit Issuance/Inspection Fee (B +C +D) $ 235$s- (6) 7. Pavement Mitigation Fee $ The pavement mitigation fee compensates the City for the reduced life span due to removal of roadway surfaces. The fee is based on the total square feet of impacted pavement per lane and on the condition of the existing pavement. Use the following table and Bulletin 1B to estimate the p Approx. Remaining Years Pavement Overlay and Repair Rate (per SF of lane width) 20 -15 (100 %) $10.00 15 -10 (75 %) $7.50 10 -7 (50 %) $5.00 7 -5 (33 %) $3.30 5 -2 (25 %) $2.50 2 -1 (10 %) $1.00 0 -1 $0.00 8. GRADING Permit Review Fee Grading Permit Fees are calculated using the following table. Use the greater of the excavation and fill volumes from Item 5. (7) $ 81 ?-1 (8) QUANTITY IN CUBIC YARDS RATE 50 or less $23.50 51 —100 $37.00 101 — 1,000 $37.00 for 1st 100 CY plus $17.50 for each additional 100 or fraction thereof. 1,001 — 10,000 $194.50 for 1st 1000 CY plus $14.50 for each additional 1,000 or fraction thereof. 10,001 — 100,000 $325.00 for the lst 10,000 CY plus $66.00 for each additional 10,000, or fraction thereof 100,001 or more $919.00 for 1st 100,000 CY plus $36.50 for each additional 1.0,000 or fraction thereof. Approved 09.25.02 Last Revised 01.01.11 2 BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees 9. TOTAL OTHER PERMITS A. Water Meter — Deduct ($25) B. Flood Control Zone ($50) C. Water Meter — Permanent* D. Water Meter — Water only* E. Water Meter — Temporary* * Refer to the Water Meter Fees in Bulletin A 1 Total A through E $ 0.00 (9) 10. ADDITIONAL FEES A. Allentown Water (Ordinance 1777) $ B. Allentown Sewer (Ordinance 1777) $ C. Ryan Hill Water (Ordinance 1777) $ D. Allentown/Foster Pt Water (Ord 2177) $ E. Allentown/Foster Pt Sewer (Ord 2177) $ F. Special Connection (TMC Title 14) $ G. Duwamish $ H. Transportation Mitigation $ 2,45 I. Other Fees $ 2¢ Total A through I $ 2845 X89- (10) DUE WHEN PERMIT IS ISSUED (6 +7 +8 +9 +10) $ ESTIMATED TOTAL PERMIT ISSUANCE AND INSPECTION FEE This fee includes two inspection visits per required inspection. Additional inspections (visits) attributable to the Permittee's action or inaction shall be charged $60.00 per inspection. WATER METER FEE Permanent and Water Only Meters Size (inches) Ins tion Cascade Water Allian RCFC 01.01.2011 -12.31 i 11 Total Fee 0.75 $625 $600, $6630 1 $1125 :• 15 t 2.50 $16,137.50 1.5 $2425 ;; : 125 $32,450 2 $2825 $48,041 $50,865 3 $4425 $96,080 $100,505 4 $7825 $150,125 $157,950 6 $12525 $300,250 12,775 Approved 09.25.02 Last Revised 01.01.11 Temporary Meter 0.75" $300 2.5" $1,500 3 9/150 • • CITY OF TUKWILA PUBLIC WORKS DEPARTMENT REVIEW COMMENTS www.ci.tukwila.wa.us Development Guidelines and Design and Construction Standards TO: Taco Time Restaurant File Oittri FROM: PUBLIC WORKS DEPT. — David McPherson, Development Engineer (206) 431 -2448 dmcpherson@ci.tukwila.wa.us DATE: August 26, 2010 SUBJECT: Taco Time Restaurant 15037 Tukwila International Blvd. Pre - Application Comment PRE- APPLICATION — PRE10 -017 The following was provided by the Public Works, Senior Transportation Engineer: No Traffic Concurrency Test fee is required for this proposed project. Trudy's Tavern - Trip Generation 3,096 sf* 11.34/1000 = 35 trips no allowances for pass -by trips Taco Time Restaurant -Trip Generation 2,381 sf*33.84/1000 = 81 driveway trips 81 * 50% pass -by = 40 net new trips Delta trip generation 40 -35 = 5 trips Trip length adjustment to impact fee due 5 *0.54 *$1,061.20 = $2,865.24 • • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.TukwilaWA.ov RECEIPT ParcelNo.: 0041000493 Permit Number: D11 -172 Address: 15037 TUKWILA INTERNATIONAL BL TUKW Status: ISSUED Suite No: Applied Date: 06/16/2011 Applicant: TACO TIME Issue Date: 09/26/2011 Receipt No.: R12 -00223 Payment Amount: $63.00 Initials: WER Payment Date: 01/24/2012 02:52 PM User ID: 1655 Balance: $0.00 Payee: SEATAC TT TRANSACTION LIST: Type Method Descriptio Amount Payment Check 1504 63.00 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts PLAN CHECK - NONRES 000.345.830 63.00 Total: $63.00 doc: Receiot -06 Printed: 01 -24 -2012 • • r- wqs City of Tukwila tiZ Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206-431-3665 Web site: http: / /www.TukwilaWA.gov RECEIPT ParcelNo.: 0041000493 Permit Number: D11 -172 Address: 15037 TUKWILA INTERNATIONAL BL TUKW Status: APPROVED Suite No: Applied Date: 06/16/2011 Applicant: TACO TIME Issue Date: Receipt No.: R11 -02105 Initials: User ID: TLS 1670 Payment Amount: $10,958.79 Payment Date: 09/26/2011 11:11 AM Balance: $0.00 Payee: TACO TIME TRANSACTION LIST: Type Method Descriptio Amount Payment Check 601520 10,958.79 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts BUILDING - NONRES FIRE IMPACT FEES PARK IMPACT FEES PW LAND ALT PERMIT FEE PW PERMIT /INSPECTION FEE STATE BUILDING SURCHARGE TRAFFIC MITIGATION FEES 000.322.100 90830402.5000.5304.XXXXX 90330109.5000.5301.XXXXX 000.342.400 000.342.400 640.237.114 104.367.120 Total: $10,958.79 3,222.97 1,403.60 1,013.98 89.50 2,359.00 4.50 2,865.24 doc: Receiot -06 Printed: 09 -26 -2011 0 City of Tukwila • Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206-431-3665 Web site: http: / /www.TukwilaWA.gov RECEIPT Parcel No.: 0041000493 Permit Number: D11-172 Address: 15037 TUKWILA INTERNATIONAL BL TUKW Status: PENDING Suite No: Applied Date: 06/16/2011 Applicant: TACO TIME Issue Date: Receipt No.: R11 -01231 Initials: WER User ID: 1655 Payment Amount: $72.18 Payment Date: 06/16/2011 02:30 PM Balance: $5,675.97 Payee: TACO TIME TRANSACTION LIST: Type Method Descriptio Amount Payment Check 601478 72.18 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts BUILDING - NONRES 000.322.100 72.18 Total: $72.18 doc: Receipt -06 Printed: 06 -16 -2011 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY: OF TUKWILA BUILDING DIVISION . 6300.Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 . Permit Inspection Request Line (206) 431 -2451 �1( -r7? Project: 1— PSC (3 -"%'i,r+N e___ Type of Inspection: jj ri t..i AL Bi. ` , Irk. Address: 1 563 7 -'f" 1 Date Called: Special Instructions: ,61.17,51 12.- 1 o s -01 Date Wanted:. (a.m. 5 2t- l2 p'm' Requester: 1.....)A le Phone No ,2.__C C. -- e92 - 8G-s 1 [)] Approved per applicable codes. aCorrections required prior to approval. COMMENTS: ,:.o ! - (ierde.A. A- - St-0,:. / 571..e'( - lep'A PS- ere, MdArzr/4/7 /reS 64,4" ''7 4, 77C .P0 st /re - %..5 ro✓sr„ /a,, .9►,J ° , - ippltvpc/ 5 e....00-Few A?f1#o127 Bese caoireviracm1r1• /74w,5 Per wr' -ti 6;07,71 AA, 4i' . Q elev7/ OANe cf f% p i?.a/Fl), Date: S- 2Z- 12_ REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. -6... •x a.. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. • CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 72. project: .. _T-A a. -r--I M of Inspection: F-; ri t\L. LA,) . t ,.r ‹., Address: . Date Called: Special Instructions:- C?teAse alrrt t 7(1_4 ;A. t r�dl4.4.-Wk f • i O to, -C 1. Al C 6"4AU t+4�! 0.5q 65-7 - o Ili Date Wanted:. .5 - .2.1— i 2. a.m. p Requester: A Phone Noo: aQ(�- 1r12 - EGS 1 /° d Approved per applicable codes. 'COMMENTS: Corrections requiredjprior to approval. 1.)7k X171, REINSPECTION FEE. REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION NO. INSPECTION RECORD I Retain a copy with permit DI / 4 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 +�, (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Project r *-(_ r)-1 € Type of Inspection:F K v s( 6, A, .1 .Mud' L Address: 15" ®3'74 - Date Called: .. AIN 8 pi A-A/: i '\4 Lie Ar1 Nye /ie_e.4 Special Instructions: a rf Aim / OR Q 14rant Date Wanted:. tm. Requester: Phone No: ElApproved per applicable codes. El Corrections required prior to approval. COMMENTS: 6.0 rDr. 2 ( 7 s f) AJ , - (ft: ( : `� IA/\eik (--4- e a:/. cL 1 4-?t` a 4 1) J` 71 IA- (JCS -(D L.4 •its -r-r R ilr .1 `-.1n id 4/ ete --- Iseasigeltf:96seeeri---, el/ 10( :e. w arii'g .. AIN 8 pi A-A/: i '\4 Lie Ar1 Nye /ie_e.4 TO ' a rf Aim / OR Q 14rant low-x! Z MPeU 64.5 c-al reer.Q/1 pi;d22-rt JxJ : 1 .61:A P' AAA- -1 linspztor: IDate:1 —2 3 REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit SP CTION N0. PERMIT NO. o" ,c j CITY OF' TUKWILA BUILDING DIVISION I'( , 6300 Southcenter•Blvd., #100, Tukwila. WA 98188 I' (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Project: • (A1'41 Type of Inspection: 4 1it� ,A6 P 1,, 06, r L./ o t*. Ad • 'ri i S 3. tA.L P; ;TS i a A-ri. & Date Called. f F` iv A- L /3 LJ : (a ,,et Special Instructions: • • •• • - • • nl3T oti�p Date Wanted:. 0" a.m.' ) — (`7 -• t L p.m. Requester: Phone No: /J — q2 - ,S>' 0 Approved per applicable codes. Corrections required prior to approval. COMMENTS: ' 4,1/6-----. A4,4 J i ro r g Log. tA.L P; ;TS i a A-ri. s+C e F re kAe-e-T1 1 c i IA-AvNJ. J'A f t , kJ/A r ics A / .I ? 1 °I-14 nl3T oti�p s�pecrY tor: Date: i--177.--/ ❑' REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. • -At„13 INSPECTION NO. INSPECTION RECORD Retain a copy with permit << 1.7 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 ,(206) 431 -367 Permit Inspection Request Line (206) 431 -2451 Proje k' —17,q E.__ Type of Inspection` / 1A Address: 1 5.03'? --/--../3 -�- Date Called: Special Instructions: / Date Wanted % l l( �`� f P• m. Requester: Phone No:/,/ J Approved per applicable codes. a Corrections required prior to approval. COMMENTS: Ins.-ctor: Date: /-?—.30 n REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. I INSPECTION RECORD Retain a copy with permit INSPECT N NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 F (206) 431-3670 • Pima Inspection Request Line (206) 431-2451 •Fir eject: - VVIE Type of Inspecatir: (<3 W3 Address: ...1 IS 031 -..--... Date Called: Special Instructions: OS 6 a 6 I • c A It-t1-9 Date Wanted: . - - a.m) ( I p.m. Requester: Phone No: CO " Yi' L -t“g6 ) . • Approved per applicable codes. El Corrections required prior to approval. . COMMENTS: EINSPECTION FE REQUII3ED. Prior to next inspection. fee must be aid at 6300 Southcenter 13l d.. Suite 100. Call to schedule reinspection. 1 . — INSPECTION NO. INSPECTION RECORD Retain a copy with permit b - PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 ProjeEt- � !143 �I. M Q Type of Inspection. W Address: .. I Sv3r) (-1—.3 Date Called: _ Special Instructions: tl.^ Li Am . Date Wanted:. Requester: Phone No: Approved per applicable codes. ECorrections required prior t6 approval. COMMENTS: p A • 14k L 1- i J -e (�kljj -"Are Inspect R4I • c1A 7 ( Date: t? -5 -t1 SPECTION FEE REQUI ' ED. Prior to next inspection, fee must be pal % at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. • • • • r •. INSPECTION RECORD Retain a copy with permit INSPEei'r N0. 1)// - /7a. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 . Permit Inspection Request Line (206) 431 -2451 r' Project: wee) 6 Type of Inspection: poor /.n/6 Address: /3"63.7 7^i3 Date Called: Special Instructions: . Date Wanted: . / /z /7 / m. .m. Requester: Phone No: c2G6 -eC2 -86 / Approved per applicable codes. El Corrections required prior to approval. h. COMMENTS: i-44041;41.6 — 0/ /V'I -7-,07.311 Pip,„ftotripv trobAlffc 14/1i/ IDate: // 7" INSPECTION FEE R UIRED. Prio to next inspection. fee must be paid at 6300 Southcenter lvd.. Suit 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTI NO. 5 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION �' 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 ,v// - /7Z Project: 4&) T,'m Type of Inspection: evAI/ -1i 61 /M7nJ Address: /5-v3 7 72 6 Date Called: Special Instructions: Date Wanted:. Cie Requester: Phone No: 026 t e 2 3 5/ proved per applicable codes. a Corrections required prior to approval. COMMENTS: i1 Q * w 1 WA /1.1"`NSai447 Date: // _ z ❑ El SPECTION FEE REQUIRED. Prior t next inspection. fee must be ' a' • at 6300 Southcenter Blvd., Suite 10 . Call to schedule reinspectioh. Oft - I'12..1 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Projee 1 Y-c] -- p 4.JT A ( A p /`. v4 ( TypenspAection± Ad! ressso 3 i -T- - A f� 711 ,'f A (, I 7 J„ / / Date Called: ' Et, ,t, /,1"� a x t e."--. e) rt ii e4.- met . Special Instructions: 60 0 I f } / `^ Date Wanted:. a. Requester:. - a. t,--11 -1-1 ilia)f., -/ . - /Ii.f ,3 / 7-a GO ( f /. ElApproved per applicable codes. Corrections required prior to approval. COMMENTS: p 4.JT A ( A p /`. v4 ( (7,, _,,7,-, C' t,i /t-{( W .1,, ,01,!--re- 711 ,'f A (, I 7 J„ / / ' Et, ,t, /,1"� a x t e."--. e) rt ii e4.- met . 4 _7 e.-4 J GC ,— . /'...I ✓ (rl . c---K - /•.l e e J ...v/1-c is (!-� t P%- 1," fr. r: J v{ pto — ( u /fed- y �}A In /1-.J E S - . , 1 it e r ----- / I t,--11 -1-1 ilia)f., -/ . - /Ii.f ,3 / 7-a GO ( f /. n REINSPECTION FEE REMU.fRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 1)// -/72 Project: 400 'T /re Type of Inspection: f2C7./ n/6 ,De4, &/ Address: / 503 7 —_z-/', Date Called: Special Instructions: Date Wanted; //!2/ // / a.m. p.m. Requester: Phone No: Approved per applicable codes. El Corrections required prior to approval. COMMENTS: E)ILSPECTION FEE REQLIIRED. Prf6r to next inspection, fee must be d at 6300 Southcenter Btvd., Suite 100. Call to schedule reinspection. s.. • • • • • ": • M1• • 1r INSPECTION RECORD Retain a copy with permit PERMIT NO. . • CIT.Y. OF' TUKWILA BUILDING DIVISION 6300.5outhcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Project= --- ; Type of Inspection: , Address: i 5 D 3 ----rig, Date Called: Special Special Instructions: y �' 0 53 Z3 • Date Wanted:. _ I _�' a.m. 1 Requester: Phone 6 ' gq 2- - 51tr95/ Gs Approved per applicable codes. Corrections required prior to approval. COMMENTS: • 641 ph—) h— Al iv -67 ;:.9 Arf4/ 5 v Ad -4.29 / !t'cf)tp, A, e(0, , 1.4 -e(74 )/ /,,',,,,, or: Date: //- INSPECTION FEE REQUIRE,. Prior to next inspection. fee must be aid.at 6300•Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION NO. INSPECTION RECORD Retain a copy with perm! Ir- 12. PERMIT NO. G /V CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 it (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Projert— r r � 44 i� Type Type of Inspection: Rae Skew- c1►.114, Address: 13-r) 39 `7-1- / Date Called: UU Stke A .''t4 Special Instructions: VSc'lA0 -C�i INSPECTION RECORD 0 Retain a copy with permit INSPEC ION NO:. PERMIT NO. • CITY.OPTUKWILA BUILDING DIVISION ;." 6300 Southcenter: ONO., #100, Tukwila. WA 98188 (206) 431-3670 • Permit Inspection! Request Line (206) 431-2451 ProjectI ,,-- '7'7- Type of InsAoection: — . A-60 itti----- Address: /5-o31 T?Z3 Date Called: Special Instructions: • .. . Date Wanted: ) ...a...m•:- p.m. Requester: P 1197,4911e Nt/ •.. riAppr•oved per applicable codes. ElCorrections required prior to approval. COMMENTS: • • r gAzi1--(Abl-11 49/I7 Insptor: . • . REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paidat 63001Southcenter Blvd.. Suite 100. Call to schedule reinspection. IDate:t • r' INSPECTION RECORD Retain a copy with permit . INSPECTION .NO. PERMIT NO. • •CITY OF' TUKWILA BUILDING DIVISION 6300 �Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 -Permit Inspection Request Line (206) 431 -2451 Project: rifle() �_zmf Type of Inspection: S & "4 (7dA/Ofrre Date Called: Address: ,.x;37 ?'`T Special Instructions: • • Date Wanted:. /0—..2.5—// -Iravf. Requester: Phone No: cc tl r .'Approved per applicable codes. El Corrections required prior to approval. COMMENTS: ;719 _l ri [ S,P4497 0 /Ar , 14 / 4.A ta7, (c.cesys) i Date: et..a..kh / 1 ,__�.... �fnext ,�12—Z' S —/ EII�SPECTION FEE REQUIR D. Prior inspection. fee must be p 'd at 6300 Southcenter Blvcj . Suite 00. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPEC ION N0. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Project: Type of Inspection: (..v C.r-e. r _ 6._ s t.-te . j 4 co t . I A , e Address: 15o_3 7 -T3'/& Date Called: Special Instructions: 0 S `r 3 `3 -° / ,T AA ' Date Date Wanted:. % a.m. (� r f'� �� {i Requester: Phone No`: ((q Approved per applicable codes. a Corrections required prior to approval. COMMENTS: Inspector Date O ! ( —I I REINPECTI`bN FEE REQUIRED. Prior to next inspection, fee must,I e paid at 6300 Southcenter Blvd :; Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OFTUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Po— Project. , (a c..c) i , d4 --- of Ins,peecct on: -1--Do r . /1 G A / re5:O3 7 —r Date Called: Special Instructions: Q S40 1 S - a( Date Wanted:. V' _5- / _ amp p.m. Requester,`( Phone No: C G -V ElApproved per applicable codes. ECorrections required prior to approval. COMMENTS: e i�ir DeC. -41 0 s 0 e . ^..s- r r , IInk0r: Date: REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. r .v '`'.`•' . • . ,INSPECTION RECORD 4.r4. :,- =.�', Retain a copy with permit N` ``; INSPECTION NO.. : : IC : PERMIT NO. �. - CITY OP•TUKWILA BUILDING DIVISION G 6300 Southcenter Blvd., #100, Tukwila. WA 98188 F. (206) 431 -3670 ':.• Permit Inspection Request Line (206) 431 -2451 • • • Pr Type of Inspection: f'r-e - G<), �. -- Address: . r P1. 1 . Date Called: ,,:,.,_ Special Instructions: . . . /4. .:. ' Date Wanted �a irY� `pFi' -Zf f.'/ 1 Requester: P one No: t0 - 2-Ss -3 (033 • • r;: • • .1.. proved per applicable codes. ElCorrections required prior to approval. COMMENTS: .. . •("7.6 Aiit.6 6-1,k cAno :-T-',.._, /'s -84 A • . r P1. 1 . ./1," r., Mk. (-0 r k -T_As pe v`-`' f. s • PA., 1. ' � T1,11 L1 A-,f e S pet._ • kit r3 p • P_e, l�1 1...1�G e Cr )AS i /1 -�.if � G p r �t ' kJ. , 6X 6-o V dJ -S ee-N4f .` " -.mss ©e 0 !S L till () LA , ) -r-to • i N.) U i . A I J t ! 1. Ie r l f ` z- -1 ! DA (- /- f ui.i e.X, N:',--c i e 67C 3r c, Inspectoy: (Date 2. 1 •REINSPECTION'..FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. H.INSPECTION RECORD Retain a copy with permit -• . INSPECTION-NO: PERMIT NO. .:CITTOF TUKWILA BUILDING DIVISION • . 6300iSomthcariternicf., #100, Tukwila. WA 98188 (206) 431-3670 -•1.• PemiInstithi.Iquest Line (206) 431-2451 Dirma .. • : • . • • proJecf---. ..._.;..... - : •-••11a).:71; 01 e ' Type of Ipspection: • Itt) f-ivieci ?!■ ddres- s. . • i :lg. 03 i • 477 1 i": Date Called: Special Instructions :' : i I • ‘te.• en g"'..-.. 9 4 4,-, 4 .?6.5,1..21:e.. eaf/ to • 1 6 9 ti-6•/ 4-, • , 4..1,0,e c,k, Date Wanted: . oe)5/1'31//gL p.m. Requester: ----:-‘ / .....Aet.(e Phone No: ...7a6 L'- ApprOvedperapplicable codes. ['Corrections required prior to approval. • L • - •?: •. • . ▪ ..linspetror: cOMMENTS: ins4J(e4. Retixted i• • L—Frifrixted - • • • REINSRECTION‘FEE REQUIRED. Prior to next inspection, fee must be paid'at 6300.SoUtheenter Blvd., Suite 100. Call to schedule reinspection. • Date: 5-- fz-r liz INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF' TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 PERMIT NO. Project._ ` 1 ei c.o T1vkt,� Type of I spection:. (LO : ffr 4 Address: 1 03-3 I-. I I. Date Called: 11?-311z- Special Instructions: . . . Date Wante 1 l' (12-- Se p.m. Requester: yy�� 19L1( es Phone No: g ,20(0 — 112 -845-i LA sp cu rtsc- P Approved per applicable codes. Ei Corrections required prior to approval. COM�[rMrENTS: -- Wed 46 t ci f l Y s4?,° )' f tx_ . N eC6 ( /o Lk I -4O(2 -cc f iY'S4wl(C.64 - .- Firodcoi — 411 (Ws Ckcr1 . r►r' tfcd — f`� nod! d t ii-&( — t 1+j nj ft-14 oUtui)I;44' 4 64. • L.'�S,/me • A :J n/a1 •(or See -1ec_ 17;0,4- • 04 I • k.) , Work- . Inspector: Date: �1z -iIz- L-rJ REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. ._._l. r la.._v3.. • ..• .. m . _ r..ve.r._., -- T•a ..a.. • S \. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF' TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Project: Tam Tyrl.e Type of Inspection: SD Address: 1513.( • "'t. I•g. Date Called: io?.l % 0ii Special Instructions: Date Wanted:. I9-lio/il Requester: ++ � Lt le— Phone No: ao(4,— 8ig-- BC,s, Approved per applicable codes. El Corrections required prior to approval. COMMENTS: " • - -- 'Drerl dr•a i n e I rrr l+' 7 S Si-e.,rl . . A.10n. 4r-he..... i'f orth r er t 1 TnL to - CA44 III 3 CBS has been t n54r1J eJ • , r- AV coved '( s . O k to L4 '-ii. • Inspector: vs Date: 1Zl6(tr REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT ND. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 DII- Project: - -� //(O f" ��2 Type of Inspection: .,. �./e-CC4A Addr ss: 15' 43 7 TiS Date Called: Ce6 0r 1 Special Instructions: 400 4/11 Date Wanted: oibg ii, m Requester') r r,sT rt &In Phone No: X 6 ? S 5 -3633 ElApproved per applicable codes. flCorrections required prior to approval. COMMENTS: (L- Gan corolu dk ouer -44/1-e- (64, Inspector: vS Date: q(301« n REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be • paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit Di /- /71- PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206- 575 -4407 Project: 74 c a 7 i c Sol Type of Inspection: Address: /s"o .37 Suite #: -r4 5 c. i� r( ,pig Contact Person: 04 /c• Special Instructions: ' / Phone No.: ,2 G'G b'z FG5`/ %proved per applicable coes.^ Corrections required prior to approval. COMMENTS: Sol Sprinklers: Fire Alarm: xi// ->F« 5 c. i� r( ,pig �.-( IC; re F .4.Gs l /- r,./14. q ! - . ' fry \I Occupancy Type: 1 Needs Shift Inspection: Sol Sprinklers: Fire Alarm: ///J4 Hood & Duct: Monitor: ` - Pre -Fire: Permits: \I Occupancy Type: Inspector: Sol -.3 Date: ///J4 Hrs.: / $100.00 REINSPECTION FEE REQUIRED. You .will receive an invoice from t e City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: .• 1 Zip: Word /Inspection Record Form.Doc 6/11/10 T.F.D. Form F.P. 113 • INSPECTION NUMBER • . -. .: • _:•-•••:•• w. .. ti •.i, rahra m. a.r......r._m+. INSPECTION RECORD. Retain a copy with permit PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East,'fukwila, Wa. 98188 206 -575 -4407 Project: T )lc° 7"C Type of Inspection: ' ■ Address: )$ o 3 7 Suite #: -"zr3 Contact Person: ,0,..4. Special Instructions: ./ Phone No.: 2-6G ff5,2_ -"GS-) . 1pproved pe applicable codes. Corrections required prior to approval. COMMENTS: ',, -' 17141c1 `- AAS4A ii,5 0,94.5 sfe 2 •C Needs Shift Inspection: Sprinklers: s Fire Alarm: Hood & Duct: / Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: fie S s Date: /baba.,.. Hrs.: 1 $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from ity of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attu: Company Name: Address: City: State: Zip: Word /Inspection Record Form.Doc 6/11/10 T.F.D. Form F.P. 113 • • .;4 • - INSP� CTION NUMBER }r CITY OF TUKIALA FIRE DEPARTMENT 1 7 4j, JriiS- INSPECTION RECORD /1- n- "Cg .- Retain a copy with permit 11 - a act )I1 —OA/ PERMIT NUMBERS 444 Andover Park East, Tukwila, Wa. 98188 .206- 575 -4407 Project: - itc0 —T-, &L Type of Inspecti n: Noeybu�.f Co, /5r pftinc. /f*# .� Address: is-037 -r,z „4 Suite #: Contact Perso : g'pecial Instructions: 4 -.,.� m Phone No.: • Approved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: jr Fire Alarm: H- -` Low N o 2 L i e S To i <r W v i' 0.01. c' Ali- -- 0I‹. Pre -Fire: Permits: iriv'a c - o lam. Occupancy Type: -F1 - ' tiaL 0IC , 56)- 6P411T rbC.. 0 14 00Re9.� 0 r cbc._ .s (>1k- /V -e4-1 Km °it Needs Shift Inspection: Sprinklers: jr Fire Alarm: fir' Hood & Duct: fr Monitor: f Z Pre -Fire: Permits: - • Occupancy Type: 1.. Inspector: a....., „, a _ Date: / / I — / / ( Hrs.: a,. $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word /Inspection Record Form.Doc 6/11/10 T.F.D. Form F.P. 113 • • ti� 4 a INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit i, - PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206 - 575 -4407 Project: -- CV � i ;►'ln Type of Inspection: Sp cou4,r Address: -� ,� Contact Person: Suite #: /5 3.7 L Special Instructions: Phone No.: gApproved per applicable codes. Corrections required prior to approval. COMMENTS: L flu Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: ,s-,0 Date: / 2/3 0 /1 1 Hrs.: 7 $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: 1 Company Name: Address: City: State: Zip: Word /Inspection Record Form.Doc 6/11/10 T.F.D. Form F.P. 113 a• 1 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit /- X76. 1)- s- J yo PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206 -575 -4407 Project: -T7)-co ._.i iv ` Type of Inspection: 2e, Hood & Duct: Address: .1--0 5 7 Suite #: j "J g Contact Person: i`ieh/ Occupancy Type: Special Instructions: -.J Phone No.: go/ S.-- - -7 /- /82,.5--- Approved per applicable codes. Corrections required prior to approval. COMMENTS: ` Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: ativo /oo v P.(9-0 aa,a n k — r10 cover es. // 1).. - 0 X c -epf A S/0 _ka Qw pbehus ., kt,rcds w ,� M4 0 6 5kie- u v 1 041). u, 1 I h v O 1 <-4 t c N AI J Needs Shift Inspection: Sprinklers: • Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: ,., s- I Date: 1 ? - / - ( ( Hrs.: c9., $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word /Inspection Record Form:Doc 6/11/10 T.F.D. Form F.P. 113 • • , • • • • • • • • • MAYES TESTING ENGINEERS, INC. January 19, 2012 City of Tukwila Building Department 6200 South Center Blvd Tukwila, WA 98188 -8188 Attention: Building Official Re: Taco Time 15037 Tukwila International Boulevard Tukwila, WA Project No. L11431 REVISED 10:36 am, Jan 19, 2012. Final Letter Permit No. D11 -172 r I l —o£ Seallealice 20225CedarVle rROad Sue 110 Ly - naooct WA 98026 01425.74293E0 ta425.745.1737 Taoanaaiioe 10029S Taarna Way 9.e E2 TaoQrs, WA 98499 ph 253584.3720 fE0c253.584.3707 Ftnla►dafioe 7911 NE38id Die e sule190 Portland OR 97211 01 503281.7515 43)(5032817579 This is to inform you that registered special inspections have been completed for this project as per our reports, copies of which have been sent to you. Special inspection was provided for: • Reinforced Concrete • Proprietary Anchors • Structural Steel Erection • Stainless Steel Duct Welding (Fire Suppression Hood) To the best of our knowledge, all work inspected was either performed in accordance with, or corrected to conform to, the city approved drawings, or engineer approved changes. We trust this provides you with the information that you require. Should you have any questions please call us at 425/742 -9360. Sincerely, Mayes Testing Engineers, Inc. Timothy G. Beckerle, P.E. Branch Manager 1 DRAINBOARDS; UTENs'L RACKS' -OR' -_.- TABLES LARGE ENOUGH; +TO ACCOMMODATE ALL SOILED AND'CLEANI D ITEMS SHALL BE PROVIDED FOR- ;. - NECESSARY UTENSILHOLDING :.BEFORE'- CLEANING AND AFTER SANITIZIV(': -.. _ 11 ,, : WAREWASHING /D S '1 »HWASHING'SINI COMPARTMENTS LARGO ENOUGH: TO. ACCOMMODATE! : IMMERSION OF THE "LARGEST EQUIPMENT AND UTENSILS r ATER GENERATION AND : '.t,'TION_SYSTEMS -SHALL BE � 'VT.TO'MEETTHEPEAK;Hl 'MANDS TTHROUGHOUT.jT r,4BLISHMENT. "" . --- PLUMBINGISYSTEMS SHALL BE DESIGNED,': 'CONSTRUCTEDIAND'lNSTALLED .," ACCORDING TO LAW (APPLICABLE "LOCAL;= -_ STATE AND FEDERAL STATUES,` REGULATIONS AND ORDINANCES) . RESTROOM &KITCHEN HAND WASH SINKS SHALL BE EQl1WPPED.TO PROVIDE WATER ATA TEMPERATURE . Ot AT LEAST 100 DEGREES FAHRENHEIT THROUGH A ` Ii4lXiN G VALVE OR ;COMBINATION FAUCET:; SELF CLOSING OR METERING FAUCETS SHALL PROVIDE Al_ FLOI%IOF WATER FOR AT LEAST 15 SECONDS It is-strongly recommended that hot water for the restroom handwash sinks be plumbed ; from the main hot water heater instead of;; type ater„heater unit using an typ , under` each sink..; ;f, „} k FOOD; FOOD PREPARATION AND FOOT SERVICE' EQUIPMENT STORAGE'AREA ARE(PROHIBITED- UNDER' SEWER LINE THAT ARE'NOT SHIELDED TO INTERCEPT POTENTIAL DRIPS. . A 1" PR ATTONAL INSPECTION BY T CS COUNTY HEALTH DEF'- dTMENT IS REQUIRED PRIOR TO OPERATION. APPLICANT PLAN SET IS REQUIRED TO BE AVAILABLE ON SITE DURING THAT INSPECTION. APPROVED SUBJECT TO ORDINANCE JUL 21 2011 Public Health-Seattle & ' �— unty By '61 'L) SZ 1'LpT13� GENERAL NOTES Kok. r -ooA roe Si wi. 1r44.0. Wt." Arai r► IT SHALL BE THE RES0ONOBIl1TY OF THE GENERAL CONTRACTOR AND ALL SUB- CONTRACTORS TO VERIFY THE ACTUAL SPACE AND MEORAWCAL REQUIREMENTS OF ALL ITEMS 9401M1 AS FUTURE, FUG, SUPPLIED BY 'OTHERS'. ETC. MATH THE OWNER PRIOR TO RQ1411 -04 AND CONNECTION. THE GENERAL CONTRACTOR SHALL BINEDIATELY INFORM BARMEN EJJ1400 N AND THE OWNER OF ANY RED LINES, CORRECTIONS, ETC., ON THE PERIRT PLANS AND OF ANY INSPECTION CCR ECRONS REQUESTED CONCERNING THESE DRAMATICS C R EQUIPMENT AS LISTED FOR THIS PROTECT. THE GENERAL CONTRACTOR SHALL PROPERLY SEAL ALL WALL AND FLOOR PENETRATIONS AFTER THE NSTALLATION OF RELATED EOOIPYENT AND FURNISHINGS GEMS, IT SHALL BE NOTED BY THE GENERAL CONTRACTOR AND ALL SUB- CONTRACTORS THAT DOS SET 0' PLANS AND THE NKR/ AIIOI CONTAINED 0119N 04 NO WAY RELIEVES SAID PARTS OF THEIR RE9M199R11Y TO INVESTIGATE AND COMPLY WTH ALL APPLICAE E GOOFS AND ORDINANCES. AND TO PERFORM AU %DRR 10 THE HIGHEST STANDARDS THE GENERAL CONTRACTOR SHALL PROVIDE, EOM CEDING WALL AIII ROT PENETRATIONS FRE -RATED 91AT15 FOR EXHAUST DUCTS IT 91N1. BE THE RESPONSIBILITY O' TIE GENERAL CONTRACTOR TO PROVIDE DEANER PROTECTION FOR ALL ROOF AND All WALL PENETRAnONS PRIOR TO AND DIRK 11E NSTAILAIION OF EQUIPMENT AND FIRNISRNGS RATABLE WALL BACKING AS 9100.44 CN THESE RUNS AND As REOIDED BY THE OWNER SHALL BE PRONGED AND INSTAl1ED BY DIE SAL CONTRACTOR. ROOF VERIY 1OCAn0N Nh1H AROIIECIURAL ORAYON6 000000m FOOD SERVICE OPERATION AREA -FLOOR FLOOR COVERINGSr_WALLSd_WALL COVERINGS AND:CEILINGS SHALL BE DESIGNED 'CONSTRUCTED AND INSTALI _ SO THEYAE SMOOTH' DURABLE EASILY CLEANABLE APPLICANT COPY I' Food equipment that' is certified for sanitation by an American National Standards Institute (ANSI) ,, raccredited certificationprogram will comply with- - `the food code equipment &'utensil material •construction and design requirements. BE ADVISED THAT THE NEW WASHINGTO STATE FOOD,'CODE REQUIRES COMMERCIAL>REFRIGERATION TO HOLD FOOD AF 4I I DEGREES FAHRENHEIT OR BELOW III (DOW- WN'FROM 45 ;DEGREES • ' LOCKERS OR:.OTHER- SUITABLE FACILITIES SHALL BE PROVIDED -7g THE ORDERLY4STORAGE OF- EMPLOYEES '- CLOTHING AND OTHE POSSESSIONS:, a( FOOL SERVICE EQUIPMENT PLAN Scale 1/4' RECEIVED D1I_I1w SEP1:ETTER `�� PERPdIT VERIFY EQUIPMENT REQUIREMENTS WITH FINAL EQUIPMENT SELECTIONS 5 -5 -2011 Progress Set g. a) 1- O 0 co RELEASE NFORMATKIN DATE SUB • PERNT SET 7n30011 0 d 7 TMs Pl. bD<plpedyd Bagmen Ellingson sod Is loped sWleeDat Amato, DaBh =Dote eocled, rtpo0oq or pmibted Aber le dede uhpe(ettlwdrltlm peohdas and Is mlmhe =We — ,dmb.mlcod. hen Lmse.O ddemmp ay. pant WOMEN ae.•sv. e4C. DRAWN BY: J.WINTER PROTECT IMAGER J.WINTER bIRECT PHONE I (206)224.6331 %m Tine FOOD SERVICE EQUIPMENT PLAN SHEET NUMMI K -1 1 OF 5 PROJECT WIRER 1. THE ELECTRICAL CONTRACTOR SHALL SUPPLY AND INSTALL. SEAL -17TE FLEX CONDUIT TO ALL FOOD SERVICE EOUIPMENT IN DAMP AREAS. I.E. SCULLERY. BUR ROOF. ETC. FLEX CONNECTIONS AT ALL FANS ON 1HE ROOF SHALL BE OF EXTRA LENGTH TO ALLOW FULL FAN REMOVAL FOR THE EASE OF CLEANING. 2. THE ELECTRICAL CONTRACTOR SHALL PROVIDE FUSED DISCONNECTS FOR EQUIPMENT HOOK -UPS AS REQUIRED BY CODE AND LABELING. 3. THE ELECTRICAL CONTRACTOR SHALL PROVIDE DISCONNECTS IN A CONVENIENT ACCESSIBLE LOCATION AT AT THE POWER BOX FOR EACH ICE MACHINE HEAD. 5. THE ELECTRICAL CONTRACTOR SHALL PROVIDE AND INSTALL A VAPOR -PROOF SWITCH AT EACH BLOWER COIL IN THE WALK -IN COOLER (TIEIA34 AND 37). B. THE ELECTRICAL CONTRACTOR SHALL PROVIDE AND INSTALL A 48" UINIUUM CORD AND PLUG FOR EACH PIECE OF EQUIPMENT SO NOTED. USE 90 ELBOW OUT OF UNIT. 10. THE ELECTRICAL CONTRACTOR SHALL PROVIDE FOR HOOK -UP OF A THERUOSTAT• SOLENOID. BLOWER COIL AND COUPRESSOR FOR EACH REFRIGERATED UNIT. MAGNETIC STARTERS AND /OR THERMAL PROTECTORS SHALL BE INCLUDED AS NECESSARY. 11. THE ELECTRICAL CONTRACTOR SHALL PROVIDE 1' CONDUIT AND JUNCTION BOXES AT EACH CASH REGISTER TERMINAL SO AS TO INTERCONNECT ALL UNTIS TO EACH OTHER AND TO THE CENTRAL PROCESSING TERWNAL CONSULT WITH THE OWNER'S REPRESENTATNE FOR EXACT LOCATIONS OF A. TIE -IN UNITS 13. THE PLUMBING CONTRACTOR SHALL PROVIDE AND INSTALL ALL DRAIN UNES FROU WALK -T N BLOWER COILS TO FLOOR SINKS. HEAT TAPE SHALL BE PROVIDED 8140 WRAPPED AT ALL DRAIN LINES SUBJECT TO THE P05518MY OF FREEZING. SUPPLIED AND INSTALLED BY ELECTRICAL CONTRACTOR. 14. ALL DRAW UNES FROM EQUIPMENT REQUIRING CONDENSATION REMOVAL SHALL BE 009E IN COPPER 15. IT SHALL 8E THE RESPONSIBILITY OF "OTHERS" TO INTERCONNECT THE HOOD FIRE PROTECTION SYSTEMS To THE BUILDING FIRE DETECTION UNITS AS REQUIRED. 18. THE OWNER'S VENDOR OF CHOICE SHALL SUPPLY AND INSTALL A CO2 STORAGE CANISTER IN THE UOUOR STORAGE ROOM. AN EXTERIOR FILL VALVE AND ALL CO2 UNITS SHALL BE SUPPUED AND INSTALLED BY THE VENDOR. 19. THE ELECTRICAL CONTRACTOR SHALL SUPPLY AND INSTALL TO EACH PIECE OF ROOF -TOP EQUIPMENT (FANS. MOTORS. COMPRESSORS. CONDENSERS. ETC.) A SEPARATE WEATHER- PROTECTED DISCONNECT SWITCH. 20. PLUUBING CONTRACTOR SHALL SUPPLY AND INSTALL ART- SIPHON VALVE ASSEMBLIES FOR SODA DISPENSING SYSTEM. 22. IT SHALL BE THE RESPONSBIUTY OF THE PLUNGING AND ELECTRICAL CONTRACTORS TO MAKE ALL REQUIRED WATER. GAS. DRAM AND ELECTRICAL FINAL CONNECTIONS FOR ALL MAKE -UP AR SISTEU UNITS, 23. IT SHALL BE THE RESPONSIBILITY OF THE ELECTRICAL CONTRACTOR TO INSTALL ALL OWNER SUPPUED COMPUTER / COMMUNICATIONS CABLES AS PER OWNERS DIRECTION. 24. IT SHALL BE THE RESPONSIBILITY OF PLUMBING CONTRACTOR TO COMPLY WITH ALL LOCAL CODES CONCERNING GAS VALVE REGULATOR VENTING. 25. ELECTRICAL CONTRACTOR SHALL PROVIDE A INDMDUAL DISCONNECT 80X FOR EACH PIECE OF ROOF TOP ELECTRICALLY POWERED EQUIPMENT. 26. THE GENERAL CONTRACTOR SHALL PHOTOGRAPH ALL WALLS CONTAINING BACKING PRIOR TO SHEETROCK /FRP INSTALLATION. 27. THE PLUMBING CONTRACTOR SHALL PROVIDE CLEANOUTS AT 1ST ELBOW ON EACH WALK -19 BLOWER COIL DRAIN. 29. THE PLUMBING CONTRACTOR SHALL SUPPLY AND INSTALL WATER UNE BACK CHECK VALVES AS REQUIRED PER CODE. 30. THE ELECTRICAL CONTRACTOR SHALL PROVIDE INTERCONNECT SWITCHING BETWEEN THE KITCHEN EXHAUST HOOD EXHAUST FANS AND THE KITCHEN MAKE -UP AR SYSTEMS AS REOUIRED PER LOCAL CODE AND AUTHORITIES. 31. COMMUNICATIONS CABLES ARE SUPPUED BY OWNER AND INSTALLED BY ELECTRICAL CONTACTOR. 32. ELECTRICAL AND MECHANICAL CONTRACTOR TO VERIFY REQUIREMENTS OF OWNER PROVIDED EQUIPMENT. 35. PRESSURE REGULATORS FOR GAS COOKING EQUIPMENT SUPPUED BY B/E AND INSTALLED PER CODE AND MANUFACTURER'S SPECIFICATIONS BY PLUMBING CONTRACTOR. 36. ELECTRICAL CONTRACTOR SHALL PROVIDE INTER CONNECT FOR FREEZER COIL & TIMECLOCK CIRCUIT DEFROST SYSTEM. 2 SUPPUER N WZ W CI CI Y O O DESCRIPTION 09 G 62 O ELECTRICAL PLUMBING GAS 3 VI 0_ 0_ 0 N d O U tJ U 0, 3 2 (_., CO NOTES 1 FRONT COUNTER �� ►. SUII�rTRIli iillsl ^w11!'- 1 1'ii I�lf�►•MINN T • . � ' "r 11 .!r ./ 11 • 3.1 .1•.11' .!' 4 5 6 7 8 9 10 11 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 • 30 31 32 33 34 35 36 37 38 39 40 41 42 i zio mcf 1 4 15 r:Za 1 3 L:E2 M1 1 Of_DI • LATER OWING LEDGE BAR STOOLS TABU TOP AND BASES TRASH CABINET BOOTH TABLE 70P AND BASES 11 4 208 F 5C0 ]11T41•1 1, 41'n I 181Ta7:TXiin; 11115t11GI ' 4 INDIRECT A51E TABU TOP AND BASES 1111FR CABINET TABU TOP AND BASES CHAIR 80019 PLATFORM reiTH -gg5P AND OASES RICX AC LI BULK C002 -TANK LiUUC D0 TANK SP NUMBER UMBER NUMBER SPARE NUMBER SPARE NUMBER SPARE NUMBER SPARE NUMBER WORK TABLE WALL SHELF MENU BOARD WALK- 1WCDO.ER BLOWER COI COMPRESSOR SHELVING BLOWER COIL H UT TAPE COMPRESSOR WtORIT TABLE MR PREP SIN4 FAUCET 1 1/2` INDIRECT a510 7.0 115 DCO 15.0 208 .800 1.8 115 .BOX 3/8" INDIRECT WASTE .130X 25.0 208 3 .810X 3/8" INDIRECT WASTE 2.0 115 DCO 10 208 .BOX 1 2" SLICER 15 4 46 47 48 49 50 51 52 53 54 55 56 • 115 DCO ,r;, Roor DRY STORAGE SNEL81N6 SPARE NUMBER SPARE NUMBER SP NUMBER SP NUMBER SP NUMBER SPARE NUMBER SPARE NUMBER STAINLESS-STEEL CORNER-GUARD WORK T Ate o1LII? i!7 AS 60 61 62 63 64 CZI 65 66 67 68 69 70 HAND SOAP/ TOWEL DISPENSER ERICAAIL, STORAGE UNIT TANLESS STEM COUNTER RIVE THROUGH WINDOW DtSH TABLE REMOVABLE SCRAP BASKET PRE -9NSE FAUCET WICK DRAIN T RA SHF1F SHIN 1/2 INDIRECT WASTE 1/r I /2" INDIRECT WASTE 45.4 208 3 .805 1n• 11 72 73 74 75 76 77 78 2 CUM DISH TABU / 3 CUP SINK FAUCET WALL SHELF SPARE NUMBER SPARE NUMBER SPARE NUMBER SPARE 440148ER SPARE NUMBER WORK TABLE 1/2" 1/ 2 INDIRECT WASTE DIRECT WASTE 80 82 83 84 05 86 87 88 69 90 90.1 •1 92 93 94 95 96 9/ 98 99 100 101 ►. 102 104 3 8[r ►.MENEM .. ►. i]♦ CLASS I EXHAUST HOOD 18 TALL STAINLESS STEEL 005URE PANEL MAKE-IJP AIR PLENUM 1300 CLASS I DUCTWORK / FAN ROOFTOP CURB FIRE WRAP FOR DUCTWORK MAKE -UP AR SYSTEM FAN MAKE -UP AR 5Y51134 HEATER STAINLESS STEEL WALL FLASHING FIRE 5UPPRES90N SYSTEM TABLE TOP KETTLE POT Ell FAUCET 09 115 .BOX FOR 00115 SEE HOOD DRAWINGS FOR REQUIREMENTS 208 JB05 SEE HVAC DRAWINGS SEE HVAC DRAWINGS EC TO TERCONNECT TO FIRE ALARM PANEL, IN 160 208 3 JBOX 3/4- FROOZ� 4000 DISPENSER STAINLESS STEEL TABU W/ HAND SINK FAUCET fRO FRY DUMP 5141110N SPARE ASNUMBER R REFRIGERATOR WARE NUMBER SPARE NUMBER SPARE NUMBER MICROWA1k1214 STAINLESS COUNTER W SHELF 7.0 110 115 115 Ir 3/4- 110000 NBA 5- 5P In" In- 11n' 3/4- 80.000 0.75 6.3 R5 DCO NBA 5-15P 3.9 R5 DCO NENIA 5-15P 14.0 208 5C0 m RAISED NAIL REFRIGERATOR 9.0 1 109 110 111 112 113 R4 115 U5 11 DROP IN WARMING WELLS PRODUCT HOLDING UNIT STAINLESS 51EEL COUNTER SPARE NUMBER SIANLLSS STEEL COUNTER 111114 HAND SINK FAUCET ICE TEA :t't VIER 7.40 160 17.4 208 208 Cet DCO r �r A 1'• NEIIA 5-15P 07 A 1 05 J808 /2" /r INDIRECT WASTE 40 115 1 QOM ►.�1rl. LDS 2.ao 208 2 r` 1811L►. SLR! Kl!11F7i/.I'T;.T.1885 I1r.1:l5U33*85lL <CI1LLO71r2•i7 •. -...�!■ VERIFY REQUIRE IS W1114 OWNER VERIFY REGLAREMENTS 881H OWNER RECEI !! EC" ,) SEP 12 2011 rn PERMIT CENTER N E ca 7 0) O m O CD 2 re O I-' C O N 0 c G3i RS RS '@_ > 7 � 1- ti M RE1FASE UNFORNAA1XN DATE 5609 • PERFN SET 7938011 2 Ttlr pl• is the Pme4d H•pw Clown ml Wowed sd4ee • 6e make aalk.ami mpie6 npedmed, et9reEddetler► %Ambam pat Mdoot deco .11 m1dplq ad/44MM me In eyaM eddmee boa ban. date empay. Dam MMOREEM esAraar etc DRAWN BY. J.STRANGE PROJECT MANAGER J.WINTER DIRECT PHONE 1 (206)224 -6331 SHEETTTRE EQUIPMENT SCHEDULE SHEET NLWBEN K -2 2 OF 5 PROJECT NUMBER foStgaf locorporatad PO Box 237 - Ravensdale, WA 98051 -0237 D t! -172- Phone-253. 939 -5506 Local Roofers Union 454 8t. # 15.1 WA Contractor #TRISTRt022DB Far 425- 4334915 22 December 2011 Taco Time NW C/O Wilcox Construction Inc. 234 5d' Avenue South Edmonds WA 98020 RE': Contractors Workmanship Warranty Taco Time Tukwila 15037 Tukwila Intl Blvd Tukwila WA 98188 Please let this serve as notification of our three -year Contractor's workmanship warranty. This is effective from our date of completion, December 13, 2011 to December 13, 2014. We hereby guarantee and warrant that the above noted project, for which we have installed the roofing, has been provided in accordance with the plans and specifications supplied to us, and that the work as furnished and installed witl.fultill the requirements of said plans and specification, as well as the requirement of the roofing Manufacturer. Johns Manville_ Please be advised that any alternations to the roof without notification and inspection by our company could void this warranty, or cause additional costs for .repairs to ensure the integrity of the roofing system. Should you have any questions, please feel to contact either Paul Huppert or myself at any time. Sincerely, Tri-Star Roofing, Inc. ricia D. 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'T-"jI', f.,'`.!- y -1-if. 1) Cr �= !i/iG'-.,(�i�• L& - Al JJ�- 0,-1 i 4'1 GEO CONSULTANTS, INC. TECH 13256 NE 20th Street, Suite 16 Bellevue, WA 98005 425- 747 -5618 FAX 425- 747 -8561 DAILY FIELD REPORT TRAVEUPREP TIME 1.Z7 J08 NUMBER It "3z.3 TIME ON SITE IO: 10 DATE l2. -16 rl1 TIME OFF SITE DAY OF WEEK HOURS CHARGED WEATHER JOB LOCATION CLIENT /OWNER GENERAL CONTRACTOR l.�I(_L (J GENERAL CONTRACTOR'S SUPERINTENDENT C` L^1. MILES PERMIT NUMBER GRADING CONTRACTOR GRADING SUPERINTENDENT VISITORS PAGE OF dam+ S I r� -r1) Ord S T----R p 1 t--(.... 6 a t' :5-../ ag - Gro-‘OT! . /..A\ s'-. r.•.A ®L IC., o,-0 6 , - i f O✓ J SI' :l [. LA IL -n-,s-r= Fri At_ v -t- 1 k . . )-G will 5j (/01 cA:-• �' 1 (4- / �s 3 04- ,...∎Ef. --) +-i 'L C'o 1.1. Jlix .. 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A p�, ` �v ; COPY TO: - SIGNATURE: FILE COPY Permit No., T E R R A F O R M A -� ^•"_��� "4• DESIGN GROUP February 1, 2012 Project: Taco Time 15037 Tukwila International Boulevard, Tukwila, WA Regarding: Plant Substitutions and Soil at Wall CITY of tl: to iFEB 032012 Palma can k REVIEWED F R CODE COMPLIANCE APPROVED FEB 17 2012 City of Tukwila BUILDING DIVISION Plant Substitution Request from contractor: due to plant unavailability Approved= 31 Forsythia "Gold Tide, 5 gallon for the Escallonia "Newport Dwarf' Approved= 15 Euonymus "Emerald and Gold" for Hebe `Autumn Glory' Approved= 15 Potentilla for the Hebe `Autumn Glory' Tree Substitution for Revised Site (new wall at drive thru): Substitute 19 quantity of the Acer Rubrum `Bowhall' with 19 quantity of Prunus cerasifera `cripoizam' (Crimson Pointe Plum) for the site. The Prunus will not get as large as the Acer so will be better for the wall area. Trees to be minimum 2" caliper as on approved plan. Soil at wall area: The soil in the planter at the area of the new wall shall contain a minimum of 18" of viable free draining topsoil as noted on the original specifications. From: Akemi Sakaida, LA Terraforma Design Group, Inc. attachment: 1 PLANNING APPROVED • No changes can be made. to these plans without approval from the Planning Division of DCD Approved By: Pate:_ 11, R aa. t B CIVIL ENGINEERING & LANDSCAPE ARCHITECTURE 5027 51st Avenue SW Seattle WA 98136 phone 206.923.0590 website www.terraformadesigngroup.com • 101 • n sc. C.? WISTERIA ON ;; TOP OF NEW iii TRELLIS \\ • ® ✓ C I ■ _ • L: I CONCRETE BLOCK RETAINING WALL IS +/- 12" HT AT WEST END •4 - Y., 7 - y. PE PLANTING PLAN i • i • .. ■ CONCRETE BLOCK RETAININ WALL IS +/- 42" HT AT EAST END 155' / :' 1�P�J W 0.V. Tr° v : ti1t (NS netted, ?(4: d►e. ..1cpes0, OS ""6. ■ O O O O 00 O O F 0 AYES TESTING ENGINEERS, INC. January 4, 2012 City of Tukwila Building Department 6200 South Center Blvd Tukwila, WA 98188 -8188 Attention: Building Official Re: Taco Time 15037 Tukwila International Boulevard Tukwila, WA Project No. L11431 Final Letter Permit No. D11 -172 • Seaffie Office 20715 Cedar VaIey Road Suite 110 Lyrrm.ccd, NA 98036 ph 425.7429360 fa x425.745.1737 Tacoma Office 10029 S. Tacarriaway Suite E•2 Tacoma, w498499 ph 253.584.3720 f <253.584.3707 Fixtbnd Office 7911 NE 33rd Dri%e Suite 190 Patty xi, OR 97211 ph 503281.7515 fa x503281.7579 This is to inform you that registered special inspections have been completed for this project as per our reports, copies of which have been sent to you. Special inspection was provided for: • Reinforced Concrete • Proprietary Anchors • Structural Steel Erection To the best of our knowledge, all work inspected was either performed in accordance with, or corrected to conform to, the city approved drawings, or engineer approved changes. We trust this provides you with the information that you require. Should you have any questions please call us at 425/742 -9360. Sincerely, Mayes Testing Engineers, Inc. Timothy G. Beckerle, P.E. Branch Manager MAYES TESTING ENGINEERS, INC. Project No. L11431 Project Taco Time Tukwila Address International Blvd, Tukwila, WA Permit No Bldg Dep Engineer Voelker Engineering Contractor Wilcox Construction Record No. 003 Date 10/07/2011 Weather Cloudy Inspection Reinforced Concrete Sample(s) (4) 4x8" Cylinders CITY OF TI JK MLA nrr 132011 PERMIT CENTER Seattle Office 20225 Cedar va ey Road Site 110 Lyrrwood, WA 98036 ph 425.7429360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma way Stile E -2 Taoaria WA 98499 ph 253.584.3720 fa<253.584.3707 Pottlandoffce 7911 NE 33rd oriue 51i 190 Poruand,OR97211 ph 503281.7515 fax 503281.7579 Observed the placement of and sampled from approximately (10) total cubic yards of Cal- Portland Concrete Mix: 3110, placed for foundation stem walls located between Gridlines A- 5/1 -5. Concrete was placed by pump with mechanical consolidation. Concrete was tested for air - entrainment, slump and temperature prior to placement. Four 4x8" cylinders were cast for 3000 F'c compliance testing. Reinforcing steel was inspected per details on S1 of approved plans. To the best of our knowledge, all items inspected today are in conformance with approved plans and specifications. Inspector: Keith Dohrman Reviewed By: Kevin Graham Senior Project Manager Page 1 of 1 II /AYES TESTING ENGINEERS, INC. Project No. L11431 Project Taco Time Tukwila Address 15037 Tukwila International Blvd, Tukwila, WA Permit No. D11 -172 Bldg Dept. Tukwila Engineer Voelker Engineering Contractor Wilcox Construction Record No. 002 Date 10/5/2011 Weather -- Inspection Project management Sample(s) -- sere Oboe 20225 Cedar Valey Road Slite 110 LyrmMxx1, WA 98035 01425.7429360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way &ite E -2 Tacoma, WA98499 01253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive &ite 190 PaUand, OR 97211 rR y , �p ph 503281.7515 ) ) LA fax 503281.7579 DeC 13 2011 PERMITTER Contacted Wilcox Construction general superintendent- Dale Offermann about scope of special inspections to include reinforced concrete and structural steel erection. We informed him to have his contracted steel fabrication shop contact Mayes Testing- Lynnwood office to schedule visual welding inspection prior to primer painting. Dale informed me that there are no full penetration welds for the miscellaneous steel. To the best of our knowledge, all items inspected today are in conformance with approved plans and specifications. Inspector: Todd Wirtz Reviewed By: Kevin Graham Senior Project Manager Page 1 of 1 • ncorporated PO Box 237- Ravensdale, WA 98051 -0237 Phone 253- 939 -5506 Local Roofers Union #54 & #I53 22 December 2011 Taco Time NW C/O Wilcox Construction Inc. 234 5th Avenue South Edmonds WA 98020 RE: Contractors Workmanship Warranty Taco Time Tukwila 15037 Tukwila Int'I Blvd Tukwila WA 98188 WA Contractor #"IRISTR1022DB Fax 425- 433 -0915 VIH i1'2 Please let this serve as notification of our three -year Contractor's workmanship warranty. This is effective from our date of completion, December 13, 2011 to December 13, 2014. We hereby guarantee and warrant that the above noted project, for which we have installed the roofing, has been provided in accordance with the plans and specifications supplied to us, and that the work as furnished and installed will fulfill the requirements of said plans and specification, as well as the requirement of the roofing Manufacturer Johns Manville. Please be advised that any alternations to the roof without notification and inspection by our company could void this warranty, or cause additional costs for repairs to ensure the integrity of the roofing system. Should you have any questions, please feel to contact either Paul Huppert or myself at any time. Sincerely, Tri -Star Roofing, Inc. • ricia D. Reid President F TUKCIY O WILA JAN 232012 PERMIT CENTER 340 330 FILE COPY TUKWILA TACO TIME it " Ns. . . . . *,.,. . . . . . . . . . . . . ,.., . . . . . . . . . . . . . . . n. . . . . . . . . . -- . . . • • . • r.G. 7-.--.--. =-. =•'-. 7'.•••:-. 0 ....................... -. ...- .... ‘7.--..-• . -7"-.-. r7-•. '71'. . . . . - ..... . . . .—...... . ......... .. . . . . . . . . . . . . . 7 . . ...,.. . . . . . . . . . . ... . . . . . . . . . . . . . , .-t,i(f..t.g.• 73. • . . .. . ... .... -,,,.......G., ............. 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Top,...3.34,.66. . ......,. .—. ..,.. • , .. .:,.. • • • — • • • • • • • • • • • " • • • • • • " " •• ••••\.••• ." • • • - • • • 0.4.1".;VCIE:3.5.3:1:(C) •:. • • • ..... • • • • • • • • . . . . . . . . 11-1-91.13,.• 3Et.15'.1.:T.'. .• ; .'. . . . .' ' ' . •' ' . .NEW -87 DI 1E 332:60 . ....... . . . . .. . . .• .\. .•. . . , . . . ... ; ............. g .... ...... :. .... ". ....... .:.:.::.:...:: . i • " • • • • " • • • • • ..;..,... .. -,,,,775,1,17 .,tiv,........ . . • ---.1.. - ...::-..t... -.-. . -,.. .....--: --.7,17.-"'""1-4-x*--7:17-2177'x45. • • • • • • • • • • • • • CURB INLET] TOP 333.92 IE 332.48 (E) REVIEWED FOR CODE COMPLIANCE - APPROVED JUN 1 2012 City of Tukwila ED kc1.1(:•-•:cf, . ' . . • .trie . •t3. .5: ,3.:3 . . . . .. . . : : . // . . .,21'.• DI 1.E .332.•1 .(N) 1 / I . . .87' DS' IE .332: 3' ) „ II • .• .127' .1.E* .332.0 .*(S 1 ' • • • ; • • • • • .\;.. :. •. :. :. . . . I /1 1 # ? 1 PUBLIC W rks bi•N Ct— • 70'-8" DI 0 0.10%— CB- f= t TOP 334.62 8" IE 332.41 (W) 81E332.41 (E) STORM 1 I" f ; f 4 1, EX CB #7366 1 TO REMAIN i TOP 334.66 34CORRECoiTION City of Tuk ila jr1. j I REVISIONN, r I ------4..330 EX CB if/7367 TO REMAIN TOP 335.28. II , I • NEW 8” DI 332.31 8" ADS IE 332.8 (E) 1 NEW 8" DI 1E 332.30 ; $ .T...1 Y I .... V......x..... A> 7 t R ' .047,04.04 • ; 1 i DRAINAGE CONNECTION , 1 i SCALE: 7 "=20' H, 1 ":=.5' V BUILDING DIVISION Nt: fr) N. RECEIV D JUN 12 201 +00 R 4/2442 BLUELINE Li L.J CC o. L,41 PLOT DATE JOB NUMBER: 10-080 f7GURE 1 OF 1 FILE COPY petiole ,w Mn_ These plans h ve been reviewed by t Works Depa nt for conformance City standards. /geptance is subject t omissions whichrdo.zot authorize violati adopted standards or ordices. The res for the adeaivaay 01 the design rests tot designer. Aciiiiiiirtnisievies or revisions drawings after this date will void this a and will require a resubmittal of revised for subsequent approval. SE 1/4, NW 1/4, SEC 22, TWP 23N, RGE 4E, W.M. TUKWILA TACO TIME ROAD & UTILITY PLANS FRO TACK IN LEAD IN 393" CONC MON. DN. 0.75 IN CA (8/2009) e Public th current errors and ns of onsibility Lily with the to these ptance wings Final acceptance is subject to field inspec the Public Works utilities inspector. Date: by ... LEGEND PROPOSED FEATURES BOUNDARY RIGHT OF WAY LOT UNE FLOW k CURB CENTER LINE SAWCUT — — — EASEMENT BUILDING FOOTPRINT BUILDING OVERHANG BUILDING ROOFUNE BUILDING SETBACK (BSBL) C❑ ASPHALT PA NEMERT 1 -=1 SIDEWALK PROPOSED UTILITIES 4 STORM DRAIN PIPE SURFACE FLOW SERER SERVICE PIPE FLOW • SEWER CLEANOUT WATER MEIER • CATCH BA914, TYPE 4 PIPE FLOW T CULVERT END • STORM CLEANOUT 0 YARD DRAIN EXISTING FEATURES - ADJACENT PLAT/PARCEL LANE ADJACENT RIGHT- OF- WAY/LOTS CENTERLINE — EASEMENT SURFACE FEATURES - - - 117 - - - 10' CONTOURS 2' CONTOURS - — — —SD - STORM DRAIN PIPE - — — —SS - SEWER MAIN - — — —w - WATER MAIN - - - -OHP- AERIAL POWER UNE - — — —P - BURIED POWER UNE - — — —C - CAS MAIN - — — —FO - BURIED FIBER OPOC CABLE - - - -6- WIRE FENCE - — — —0 - CHAINL NK FENCE - - - -O- BOARD FENCE RETAINING WALL ❑ CATCH BA9N, TYPE I ® CATCH BASIN, TYPE II D 5D PIPE ROW O YARD GRAIN o STORM CLEANOUT o SEWER MANHOLE o SEWER CLEANOUT D SS PIPE FLOW R M- FIRE HYDRANT WATER METER GATE VALVE WATER MANHOLE -0- POWER POLE E— GUY ANCHOR jO STREET LIGHT 0 .S' w 0 POWER VAULT TRANSFORMER POWER MEIER GAS METER CAS VALVE 994 ASPHALT CONCRETE low ® 2071 ME BLUELINE GROUP FWD '7- IN J' BRASS DISC IN CONC MON. ON. 0.8' IN CASE (8 /2009) FOUND )(PARK IN 2 BRASS DISC ON 3 50. CONCRETE MONUMENT IN CASE 00172/ 0.8' (HELD FOR POINT OF TANGENCY OF CENTERLINE) 10/27/2010 S 144TH ST 587'75'15'. 2,65205' FOUND REBAR AND CAP CRONES 29 J7 0. 1' NORTH AND 7.2' NEST OF PROPERTY CORNER • 41 FOUND REBAR AND CAP CRONES 29537 ,0.3' NORTH ANO 07' VEST 10F" PROPERTY CORNER r 65 1-STORY CONCRETE STRUCTURE NEW PARCEL 3 .432.743 9' P.'1 uric 'A NO REBAR k CAP OWES 29537 0.2' NORTH ANO 0.6' NEST OF PARCEL CORNER 758.92' 42'6 6635Y ADDIT!CN.TC' :DAN'S HOME - TRACT/ 50 PARCE i PROPOSED TACO TIME BUILDING s8870b3T "•' 2ozsr . SHEET INDEX 2 3 4 5 6 7 8 9 CV-01 TP —O 1 GP-0 1 SP-01 UP -01 UP -02 UD —O 1 X5 -O 1 FI -O 1 793.48' 5881003E 1.644.37' S 152ND ST COVER SHEET TESC /DEMOLITION PLAN GRADING PLAN SITE PLAN UTILITY PLAN UTILITY PROFILES UTILITY DETAILS SITE CROSS- SECTIONS MILITARY RD FRONTAGE IMPROVEMENT J FRO PUNCH IN 7 2' BRASS PIN IN 4 4 CONC MON. ON 0.65' IN CASE. (8/2009) k N ENI REVIEWED FOR CODE CONIPL..: NL,EW APPROVED SEP 2 0 2011 City of Tukwila PU'ILDING DIV {S t, RECEIVED SEP 0 8'2011 TUKWILA PUBLIC WORKS CALCULI TED POSITION PER RI RECEIV D CITY OF TUKIMIA SEP 0 7 2011 PERMIT CENTER CORRECTION LTR# �L PLAN & PROFILE VICINITY MAP NOT TO SCALE PROJECT TEAM OWNER TACO TIME NW 3300 MAPLE VALLEY HIGHWAY RENTON, WA 98058 (425) 226 -6656 x239 con TACT- CHRIS TONKIN ARCHITECT H.C. KIMURA ARCHITECT, PLLC 18072 W LAKE DESIRE OR SE RENTON, WA 98058 (425) 766 -5000 SITE DATA CIVIL ENGINEER 7T)£ BLUEUNE GROUP 25 CENTRAL WAY, SUITE 400 KIRKLAND. WA 98033 (425) 216 -4051 x225 CON rAC1: CEOFF E TAMBLE, PE SURVEYOR AXIS SURVEY AND MAPPING 13005 NE 126174 PL KIRKLAND, WA 98034 (425) 823 -5700 CONTACT) ALLEN W. GRISSOM. PLS • SITE ADDRESS: 15037 711KW7LA INTERNA DONAL BLVD TOTAL SITE AREA: 58.655 SF NEW PARCEL 7 AREA REPLACED IMPER19.19 LOT IMPERVIOUS COVERAGE 26.572 SF 20839 SF 7 &6X LEGAL DESCRIPTION PARCEL A: THE NORM 90 FEET OF LOT Z BLOCK 4. FIRST .0010014 TO ADAM'S HOME TRACTS ACCORDING 70 THE PLAT THEREOF RECORDED RN VOLUME 12 OF PLATS PAGE 50 RECORDS OF KING COUNTY, WASHINGTON. 97UA TE IN THE COLIN77 OF KING STATE OF WASHINGTON. PARCEL 8: LOTS 2 AND 3 BLOCK 4. FIRST ADDITION TO ADAM'S HOVE TRACTS ACCORDING TO 715 PUT THEREOF RECORDED IN VOLUME 72 OF PUTS. PAGE 50. RECORDS OF K1140 COUNTY, WASHINGTON. EXCEPT THE NORTH 90 FEET OF SAID LOT 2 AND EXCEPT THE SOUTH 140 FEET (MEASURED A7 RIGHT ANGLES TO SOUTH 152ND STREET) OF SAID LOT 3: AND EXL5PT THAT PORTION CONVEYED TO THE STALE OF WASHINGTON FOR HIGHWAY BY DEED RECORDED UNDER RECORDING NO. 2014223. SITUATE IN TIE COUNTY OF KING, STATE OF WA9IINGTLN. PARCEL G THAT PORTION OF L07 29, BLOCK 4. FIRST AOOIT7ON TD ADAM'S HOME TRACTS ACCORDING TO THE PUT MEREOF RECORDED IN VOLUME 12 OF PUTS PAGE 50. RECORDS OF KING COUNTY, WASHINGTON, LYING WESTERLY OF PACIFIC HIGHWAY SOU TH. SI TUATE 114 THE COUNTY OF KING, STATE OF WASHINGTON. BASIS OF BEARING 8193 OF BEARING N0056'46E ALONG ME WEST LINE OF 774E NW WARIER OF SECTION 22 TWP. 23N. ROE 4E. W.M. DATUM VERTICAL DATUM. NANO 88 HORIZONTAL DATUM: NAD 8.3/97 e BENCH MARK mm 567 MAC NAIL IN ASPHALT AT NE CORNER KEY BANK PARKING LOT. (5E CORNER OF SITE) 12' SW OF GREEN LICIT STANDARD AND 7' SOUTH OF FACE OF EXTRUDED CURB INTERSECTION WITH BACK OF WALK ELEVA CON: 33314' ram 0. SET MAC NAIL AND WASHER AXIS CONTROL -IN ASPHALT AT NE CORNER OF SITE 0EVA 004: 33762' SURVEY NOTES THE MONUMENTS DEFIRNG TT1E LOCO WW1 OF TUKWILA INTERNATIONAL BLVD HAVE BEEN PAVED OVER OR DESTROYED. 771E LOCATION OF PAOFIC HIGHWAY SOLIDI WAS CALCULI TED U9NG THE RECORD OF SURVEY UNDER RECORDING NUMBER 2005072590010. (RI) THE LOG 710N OF MILITARY ROAD WAS OVERARMED BY HOLDING 1716 MONUMEN 7 FOUND .4T 774E POINT OF TANGENCY AS 940419 HEREON. THE GEOMETRY AS SNOW✓ ON TIE M71)7ARY ROAD ESTABJSMENT DOCUMENTS (R2) WAS PROPORTIONED AND ROTA TED TO THE CALCULATED (R1) P090044 OF TI£ 50)1714651 CORNER OF SECTION 22. UNDERGROUND UTILITY NOTE UNDERGROUND UTTUTIES ARE SHOWN W THE APPROXIMATE LOCATION. THERE IS NO GUARANTEE THAT ALL UTILI TY LINES ARE SHOW, OR THAT 774E LOCATION. SIZE AND MATERIAL IS ACCURATE THE CONTRACTOR SHALL UNCOVER ALL INDICATED PIPING WHERE CROSSING INTFRFERD4C 3 OR CONNECTIONS OCCUR PRIOR 70 TRENCHING OR £XCAVAflON FOR ANY PIPE OR STRUCTURES TO DETERMINE ACTUAL LOCATIONS SIZE AND MATERIAL THE CONTRACTOR SHALL MAKE THE APPROPRIATE PROVISION FOR PROTECTION OF SAID FACILITIES THE CONTRACTOR SHALL NOTIFY ONE CALL AT 1- 800 - 424 -5555 AND ARRANGE FOR FIELD LOCATION OF EXISTING FACILITIES BEFORE CONSTRUCTION. tA s BLUELINE SCALE. AS NOTED PROJECT MANAGER: GEOFF- E. TAMBLE. PE .. PROJECT ENGINEER: CEOFF E TAMBLE PE DESIGNER: OOMINOUE GABALDON SSUE DATE: 9/7/2077 10 5 0 01 W E I 5- 0 ill 0 0 Z COVER SHEET TUKWILA TACO TIME RESTAURANT BUILDING 15037 TUKWILA INTERNATIONAL BLVD CITY OF TUKWILA WASHINGTON f E E. T4 / i die 953 4.1'; ` S1t? ' /ONAL Ea 9/1/ll ..108 NUMBER: 1 D -080 SHEET NAME: CV -D 1 BHT 1 OF 9 EX SEWN 7537 roe 336.08 18' CLIP IE 331.9 (N) 18" CMP IE 3323 (5) (POSFBL 1' ABANDONED) FOUND REBAR A80 CAP CRONES 29537 0.1' NORTH AND 1.2' NEST OF PROPERTY CORNER EX SSW ,'7474 RIM 338.41 8' CONC IE 331.7E (N) (CENTER CHANNEL) T 77T/� P 777771'/ SE 1/4, NW 1/4, SEC 22, TWP Z3N, ROE 4E, W.M. ✓ EX CB 57536 TOP 335.17 4' DI /E 333.3 (W) {] V (M TH OIL/WA TER 1VRNDOWN ELBOW) V EX SSMH ,'7468 RIM 338.35 8" IE CONC (W) 6' CONC 332.4 (E. SE) (CENTER CHANNEL) _ IBM B' FOUND X MARK IN 2" ✓ BRASS DISC ON 3 S0. CONCRETE MONUMEN r IN CASE DOW 0.8' (HELD FOR POINT OF TANGENCY OF CENTERLINE) 10/27/2010 EX WATER METER , -STORY CONCRETE STRUCTURE EX YARD DRAW EX WATER IAEIER EX CB 7775 TOP 335.14 12' CONC IE 331.4 (N) 72' CONC /E 331.4 (S) 6 CONC IE 332.2 (NE) GKes PA : -ter;__ A X SIDEWALK rr- 117 NO EASEMENT IN TITLE 7I I - REPORT FOR UTLI RES • II . 4.1 , r II II.' I / / -e ` r I is FOUND REBAR h CAP II Sg 7H ,2U CRONES 29537" - 1tx. II NA \ _ L5.- -: ' -; Q2;NORTH AND 06' NEST OF PARCEL • /I _ If \ C T ° r T 4 K TS UOY CORNER '. I It N \ I �q ▪ � �t / v,T 727 /fir^ / /t • 8 . ,✓ It N SCALE: 1" = 20' 0 10 20 47. -FOUND REBAR AND CAP ONES 29537 03' NORTH AN0 0.7' NEST OF PROPERTY CORNER <,y V 2 -57087 WOOD 3•, STRUCTURE wv - SOLID WALLS F7L7ER MEDIA FOR OEWATERING EX CUR __ -_ _ +-1, I SS - _... - SS• 2 - - ... _.. SS --S TOP'J3 %97 '' EXSSMH.[7768 .. 72 CONC/E331:3.(N).. -. - . RAI334.39 11 CONC IE 337.3' (S) . 8 /E 330.2 (E, W) _. X... .. .. (CENTER CHANNETJZED .8(14 33776: - . PLASDC LINER). '8.1E 328.7.(N, S)' - (CENTER CHANNEL)' Ny 8.- PVC 329,4.(E) .. / • %' ;1 1 "N. EX.807LARDS ' TO ASIAN . . lj X SIDEWALK Y X CURB EX ASPHALT. (TW) . PATCH' AREA' 1N7N' _ NEW ASPHALT - AF7ER OEMOURON OF EX BUILDING •• EX' WALL TO BE REMOVED r.v • 1-:.1..CEL a EX WOOD STRUCTURE TO BE REMOVED • EX. CB 2.127 ... .. TOP 33 44 12" CONC E 3305 (N) • 12' CONC /E 3305 (5) ' -EX UTILITY !CHI POLE - & TRANSFORMER :: .. TO REMAIN EX SIGN (TRUDYS TO BE REMOVED Ili UN(NONN MANHOLES ( UNABLE TO•ACCESS TO BE REMOVED . tt 0 EX CB 57234 It I/ TOP 335.33 It // 72" 01 /E 332.7 (N) Il// 12' 01 /E 332.0 (S) ///��1 N 8" ADS /E 332.3 (W) V/ tist T O .r ■ \\ /F 11 // 11 1/ » N // i� Tp A�' y 566 ., // // 8" PVC IE 333.7 (E) 8 -- 11 CB 7367 TOP 33528 8 "PVC l£ 332.8 (W) 8" ADS /E 332.8 (E) /1 // // /1 // EX PHONE BOOTH • TO BE REMOVED EX SIGN SPEED LIMIT 35 TO BE RELOCATED 10 BE REMOVED TO B REMOVED 'EX SIDEWALK. • ID BE. REPLA a� EX CB 7068 °.- TOP 334.80. 77 "CONC I£ 330.1 (N) 77" GONG I6 -330.a (5). - INSERT (TT) . •X SIDEWALK -R7 BE REMOVED TO PROPERTY.UNE. • CB 17413 TOP 337.99' ' 12" CONC /0 329.7 (E) 70. BE REMOVED' EX GURB. TD BE REMOVED 'EX 4GHr7OL5 10 BE REMOVED' Ex SIGN S8870b3 $' ..20197' BUS srOP £X S5MH RIM 337.49. ° . ' LrTE 328:4 (N,'- 5). . (CENTER' CHANNEL). _• _ 10' STEEL POST �. 10 BE REMOVED \ ' ��• \S_ • BE R EX CB 57412' roe 332.56 . 12" CONC /E 310.1 (W) 12" ADS /E 329.9 (E) l /NO UvU77E5 EASEMENT /N L• • RILE REPORT FOR 1 \` // /// V .c0 P P 7245 ^4i TOP EX 332.CB 72 72 "D/ IE 329.7 (14) 12 "01 /E 329.7 (S) LT 9 4 0 5 1 ( 3 2 9 . 7 ( 8: ) // /1 . /1 1/ // /1 '•. // T i• // 2 /1/ 0 0 2,.1' ■ 2011 TIME BLUELINE GROUP EX CB 7128 TOP 33538 72" CONC /E 330.0 (8) 12 "CONC IE 329.9 (5) EX CB 7136 roe 337.96 6' CONC IE 329.9 (N) 8" CONC IE 329.7 (6) g NOTE ALL ON -97E STRUCTURES AND HARDSCAPE TO EIE REMOVED UNLESS OTHERWISE NOTED. •11111 I I. IIIII IE CA 10H BASIN l08A70 LL� / OVERFLOW POROUS 6017014 NOTE: THIS DETAIL IS ONLY SCHEMAIC. ALL INSERT MUST HAYS A MIN. 0.5 CF. OF STORAGE. THE MEANS TO OEWA TER 771E STORED SEDIMENT•. AN OVERFLOW AND CAN BE EASILY MAINTAINED. ALL INSERTS ARE S'UB.ECT TO APPROVAL BY CO.R. INSPECTORS CATCH BASIN' INSERT NOT ro SCALE REVIEWED FOR CODE OCMPL:ANCE APPROVED SEP 2 0 2011 City of Tukwi! L U1L DING DsV S ON 1..�4C: L1�/ APPROVED SEP 15 2011 City of Tukwila PUBLIC Works RECEIV CITY OF TU U LA SEP 0 7 2011 PERMIT CENTER UNDERGROUND UTILITY NOTE UNDERGROUND UTYLI7)ES ARE SHOWN IN THE APPROXIMATE LOCATION. THERE IS NO GUARANTEE THAT ALL UTILITY LINES ARE SHOWN, OR THAT THE LOCATION, SIZE AND MA TERIAL IS ACCURATE THE CONTRACTOR SHALL UNCOVER ALL INDICATED PIPING WHERE CROSSING, INTERFERENCES OR CONNECTIONS OCCUR PRIOR TO TRENCHING OR EXCAVATION FOR ANY PIPE OR STRUCTURES TO DETERMINE ACTUAL LOCATIONS SIZE AND MATERIAL THE CONTRACTOR SHALL MAKE THE APPROPRIATE PROVISION FOIL PROTECTION OF SAID FACTURES THE CONTRACTOR SHALL NOTIFY ONE CALL AT I- 800- 414 -5555 AND ARRANGE FOR FIELD LOCATION OF EXISTING FACTURES 9EFORE CONSTRUCTION. _ I gLL§ . dim BLUELINE rA SCALE AS NOTED PROJECT MANAGER: GEOFF E rAMBLE PE PROJECT ENGINEER: GEOFF E /AMBLE PE m DESIGNER: DOMINOUE GABALDON ISSUE DATE 9/1/2011 m I 2 O m II I to O 0 TESC / DEMOLITION PLAN TUKWILA TACO TIME RESTAURANT BUILDING 15037 TUKWILA INTERNATIONAL BLVD CITY OF TUKWILA WASHINGTON 0 E. r , A. 95 4' STE3 R.` '. /DIAL EN MA JOB NUMBER: 1 D -OBD SHEET NAME: TP -D 1 BHr 2 of 9 11 11 1 !II 1 II I II (� I vii it I 11 I 1 II II 1 II I I II II EX 551471 /7146 RIM 337.76 8' 15 J2 &7 (N. 5) (CENTER CHANNEL) 8' PVC 3264 (E) EX 00701 /7537 TOP 336.08 1B' CMP IE 337.9 (N) 18' CA46 /6 332.3 (0) (POSS/BLY ABANDONED) \i---17-7-7-/-77-7-7 _ P L 77 a?P V SE 1/4, NW 1/4, SEC 22, TWP 23N, RGE 4E, W.M. EX 55MH /7474 RIM 338.47 8- CONS IE 337.7E (N) (CENTER CHANNEL) 7 7- 77-/7 m V V EX C8 .'7536 TOP 335.17 4- Dl /E 333.3 (W) (8 771 O/L/WA TER TURNDOWN ELBOW) EX WATER METER EX WA TER METER LGL /J_./ 1 -STORY CONCRETE STRUCTURE EX YARD DRAIN n )'� a # I I /C �. I L 1 F 1 EX CB 7775 J.'.1 f( I TOP 335.14 J, 7 12 CONC /E 331.4 (N) 12 CONC /E J31 4 (S) X ROEWALI/ .43 i' I 6 CONC 1E JJ2 2 (NE) J ��_ t1- 1..41,[L�L�4�L/��� 11-4.L 4L._/,.1.J i I I I SS---- SS - - -- . EX CB {{7174 SS -1,-- -S5 - e] - TOP 314.97 ♦ O: SS "-S .. 12' CONCIE 331.3,_(N) _ _ _ _ - \ - - - L 12' CONC /5 331.3 (0) .\ EX 5511H /7168 6 - - RIM 334.39' 8'IE 3302 (5 vo -.- 1 (CENTER LJZED PLASTIC UNSR) NER} �.1 y EX CB - 7127 TOP 33544 12' C8N5 1E 3355 (N) 12' CONC IE 330.5 (S) - - PROPOSED EXTRUDED CURB.' ARCHITECTURAL PLANS (/.119. .ELEVARON AT FWISHED ®� '(ROUND PA VEMEN -T. fTrP) EX 55711-1 7468 RlM 338.35 8 _ /E CONC (W) 6 - CONC 332.4 (E. SE) (CENTER CHANNEL) 1 II Ii I II �~ 17366 -. TOP 334.6.6. -_ -- 8' PVC /E JJ3 7 (5) A N SCALE: 1" = 20' 0 15 20 40 2 -sroRY WO00 STRUCTURE NO EASEMENT IN 112E REPORT FOR URURES ..,-126-4.1....2/1;1 4- fl J V /1 /: 11 \\ EX CB 7367 SOP 335.28 1/ // 8' PVC /E 332.8 (W) 1/ it 8' ADS /E 332.8 (E) // / 11 N- -11 //// 1/ // // It It // II ti / SEE F1-07 FOR FRONTAGE IMPROVEMENTS TO MILITARY RD EX 557171 7145 RIM 337.49 8-1E 3264 (N. S) (CENTER CHANNEL) EX CB 17234 TOP 335.33 12' D/ 1E 332. I (N) A.N 12' D/ 1E 332.0 (5) 8' ADS /E 332.3 (W) A PROPOSED TACO WE - BUILDING -. FF- 335.50 g © 2011 771£ BLUELINE GROUP EX C8 7066 TOP 334.00. - T2'. CONIC. IE.330.7:.(N) 12' CONS /E 330.0. (S) BED EXTRUDED CURB ARCHITECTURAL PLANS (TnP) TOP 33276 EX CB /7128 TOP 33638 72" CONS /E 330.0 (N) 72' CONC /6 329.9 (5) EX CB 17136 TOP 331.96 6" CONC /5 J29.9 (N) 8' CONIC /E 329.7 (E) / /NO EASEMENT IN yN TITLE REPORT FOR IIR /1/ UDL/DE5 1` ,/ 0 f1/ !4 ci 0 Qe II IN // // It 0 // k4. 0 2 T I/ EX CB 7245 t� SOP 332.72 I� JD 72' 0115 329.7 (N) 72' Of 1E 329.7 (S) 8' ADS /E J29.7 (W) REV; E!AJED FOR CODE' L,0t1rirL. - NICE APPROVE SEP 202011 City ef Tukwila BUILDING DiVi�,01% APPROVED SEP 15 2011 City of Tukwila PUBLIC Works cmoFEranu SEP 0 7 2011 PERMIT CENTER UNDERGROUND UTILITY NOTE UNDERGROUND U7I1.171ES ARE SHOWN NV THE APPROXIMATE LOCATION. THERE IS NO GUARANTEE THAT ALL UTILITY LINES ARE SHOW OR THAT THE LOCATION, SIZE AND MATERIAL IS ACCURATE THE CONTRACTOR SHALL UNCOVER ALL INDICATED PIPING *HERE CR0$SNG INLtHrtNENCES OR CONNECTIONS OCCUR PRIOR TO TRENCHING DR EXCAVATION FOR ANY PIPE OR STRUCTURES TO DETERMINE ACTUAL LOCATIONS 512E AND MATERIAL THE CONTRACTOR SHALL MAKE THE APPROPRIATE PR0N510N FOR PROTECTION OF SAID FAOTUTIES THE CONTRACTOR SHALL NOTIFY QUESALL AT 1- 800 - 424 -5555 AND ARRANGE FOR FIELD LOCATION OF EXISTING FAC/U71ES BEFORE CONSTRUCTION. Ii !§ --,.\ zs. BLUELINE SCALE: AS NOTED PROJECT MANAGER: GEOFF 5 rAMBLE PE PROJECT ENGINEER: CEOFF E. rAM865 PE DESIGNER: DOMINOUE GABALDON ISSUE DATE: 9/1/2077 74 2 0 2 0 ti 0 2 GRADING PLAN TUKWILA TACO TIME RESTAURANT BUILDING 15037 TUKWILA INTERNATIONAL BLVD CITY OF TUKWILA WASHINGTON FF E. r. �`' . '(4' IST5t307 s' /ONAL Ea 9 //I/ JOB NUMBER: 1 D -080 SHEET NAME: GP -DI BHT 3 as 9 FOUND X' MASK IN 2" BRASS DISC ON 3"50. CONCRETE MONUMENT IN CASE, 00414 0.8' (HELD FOR POINT OF TANGENCY OF CENTERLINE) 10/27/2010 CI 2071 THE BLUEUNE GROUP FOUND REBAR AND CAP ES 29537 0.1' NORTH AND 7.2' NEST OF PROPERTY CORNER I If \ 1 30./9• ,f \�0HP_� �OHP L. 7771 1/ LTV V V V SE 1/4, NW 1/4, SEC 22, TWP 23N, RGE 4E, W.M. 77 /-/� 7 7—/—z--/—'/ == c r= = =c c= == = == == == I -STORY CONCREIE STRUCTURE EX WATER ET£R X 111LLL / /--�J / � LL, /JJJ11,4ALGOL. /',./11�11LL<4 4-<-4! SIDEWALK N SCALE: 1" = 20' 0 10 20 40 FOUND REBAR AND CAP / CRONES 29537 Y 0.3•NORTH AND 0.7' NEST OF PROPERTY CORNER 2 -STORY A000 STRUCTURE V FOUND REBAR & CAP ONES 29537 0.2" NORTH AND 0.6' NEST OF PARCEL CORNER" A •HALT PROPOSED FENCE PROPOSED PER ARCHITECTURAL EXTRUDED CURB PLANS (TYP)- PER ARCHITECTURAL.... PLANS Tn?)... PR. •.SED 7RANG PER ARCHITECTURAL PLANS (TYP). .PROPOSED - - .SIDEWALK AREAS PER ARCMTECTURAL • PLANS (TM) INT 70 +48.58 MAIN DRIVE I51F 5 +0/ 00 DRIVE 171RU PC- 10+39. N81. 49' 11.21-E, 39.48' INT 11+93.65 MILITARY RD = 10 +00.00 MAIN DRIVE ISLE SEE FI -01 FOR FRONTAGE IMPROVEMENTS TO MILITARY RD e- 3170576 8=2500' L ■1361' PROPOSED N44' 41' 10.505 ' SIDEWALK AREAS PER ARCHITECTURAL 26.93' PLANS (TYP) PROPOSED TACO TIME BUILDING PT =7 +72.64 .c? ri ` 0 0 • d- 60'44V7" rl Q R. =26.00' L =26.51' �/ Q �O PT -12' +86.50 r 7/ �� l/ // r a Arai, PC =6 +92.88 IIA :''� e =477073" R =24.00 7 =19.76' PT 5 +64.44 A- 734754" R=24.170' L -30.8E 1 // // 11 // INT 12 +7578 MAIN DRIVE ISLE 7 +39.57 DRIVE MRU 1/ //1 '1/ FD 11569 52' 5225'E 4657• ^.7 INT 10 +00.00 5R 99 = 73 +3308 MAIN DRIVE ISLE RECEIV CITY OF TU LA SEP 0 7 2011 PERMIT CENTER CODE- C',CMPI_:ANCE APPROVED ROVED SEP 2 0 2011 City of T 1 calla SUI D,NG DiV ;VGJ APPROVED SEP 15 2011 City of Tukwila PUBLIC Works COMPACTED SUBGRADE COMPACTED TO MIN 95X GEOFABRIC PER GEOTECH TO BE DETERMINED IN FIELD AFTER SUBGRADE HAS BEEN COMPACTED 4" MN OPEN GRADED CLASS 0 HMA OR APPROVED EQUIVALENT 6 • MIN LAYER OF 7 -7/4" CRUSHED CLEAN WASHED ROCK 45007 9 -03.09 SHOULDER BALLAST PERVIOUS PAVEMENT PARKING LOT SECTION Nor TO SCALE COMPACTED SU8GRADE COMPACTED TO M/N 95X GEOFABR7C PER 0507005 TO BE DETERMINED IN FIELD AFTER SUBGRAOE HAS BEEN COMPACTED 3" MIN CLASS B 11MA 6" MIN LAYER OF 7 -1/4" CRUSHED CLEAN WASHED ROCK WSOOT 9 -0309 SHOULDER BALLAST CONVENTIONAL PAVEMENT PARKING LOT SECTION NOT TO UNDERGROUND UTILITY NOTE UNDERGROUND UTRUAES ARE SHOWN W THE APPROXIMATE LOCATION. 7HERE IS NO GUARANTEE THAT ALL UT7UTY UN£S ARE SHORN. OR THAT THE LOCA170N. SIZE AND MATERIAL IS ACCURATE THE CONTRACTOR SHALL UNCOVER ALL INDICATED PIPING II IERE CROSSING, INTERFERENCES OR CONNECTIONS OCCUR PRIOR TO TRENCHING OR EXCAVATION FOR ANY PIPE OR STRUCTURES TO DETERMINE ACTUAL LOCA770N& SIZE AND MATERIAL THE CONTRACTOR SHALL MAKE THE APPROPRIATE PROVISION FOR PROTECTION OF SAID FACIU77ES THE CONTRACTOR SHALL NOTIFY QBF_ CALi AT 7 -800- 424 -5555 AND ARRANGE FOR f1ELD LOCA770N OF EXISTING FACIUBES• BEFORE CONSIRUCIION. J/ Hui BLUELINE SCALE: AS NOTED PROJECT MANAGER: GEOFF E TAMBLE PE PROJECT ENGINEER: M GEOFF E. rAMBLE• PE DESIGNER: DOMINOU£ GABALDON ISSUE DATE - 9/1/2011 I zI 0 IA W R 0 0 0 2 BITE PLAN TUKWILA TACO TIME RESTAURANT BUILDING 15037 TUKWILA INTERNATIONAL BLVD CITY OF TUKWILA WASHINGTON FE E. r. ' '/ FC' 1,' S CN /ONAL 9/4/ JOB NUMBER: 1 D -08D BNEE7` NAME: SP-0 1 BNr 4 of 9 © 2011 THE BLUELINE GROUP EX S56& /7146 RIM 337.76 8' I£ 328.7 (N, S) ' (CENTER CHANNEL) 8 "PVC 329.4 (E) EX SOMH /7537 TOP 336.08 .78' CMP IC 331.9 (N) 18' CMP IE 332.3 (S) (ROSS/BC Y " ABANDONED) -v nw•a.� V SE 1/4, NW 1/4, SEC 22, MVP 23N, RGE 4E, W.M. EX 55MH /7474 RIM 338.41 8' CONC IE 331.7E (N) (CENTER CHANNEL) 77- 7-7-/7 17 7772/-/j/ EX 551.01 7468 RIM 33535 8'IE CONC (W) 6' CONC 332.4 (f. SE) (CENTER CHANNEL) N SCALE: 1" = 20' 0 10 20 40 C V V EX CB 7536 TOP 335.17 4'OI IE 333.3 (w) (WITH OIL/WA7ER TURNDOWN ELBOW) £X WATER METER EX WATER ME TER 1 -5 TORY CONCRETE. STRUCTURE EX CB 7175 TOP 335.14 12" CONC IC 3.51 .4 (N) 12" CONC IE J.51.4 (5) 8" CONC IC 332.2 (NE) 1-L1,4 4 4,4,44/-!._,-.4.4-<4. 7 •EX'SSCE ' ' - . - EX YARD DRAIN X SIDEWALK ff [I II ii I I 11 Ir i 11 I / 11 :_f1✓ • Jr. I II 1r 11 r i• II 16 I II ti EX-08 /7366 . TOP J34.66. - 8' PVC /E'333 t (E) i C3 4.97 45 - -SS • rap } tf TO ONG/C 12 I CONC 330 (N) .1.0' SANTARY SEWER EASEMENT • 71 +20.90, 29,01' LT' • CI£ANOUT 1 -.- 77+13.67, 82.98'LT' RIM 334.6± 8 -IE 330.08 - - -Ss -S .46.-3- PVC 5 =0.0050 EX SSMH. /7168'.' RIM 334.39 . 8' /E 3302 (E, W) (C NTE C /SA/INEL(ZED NER). <,y l/ 2 -STORY TURE WOOD / STRUC V NO EASEMENT IN TITLE REPORT FOR URU TIES £X CB 7127 CLEANOUT 2 RAISE. RIM TO GRADE 77 +0873, 37.64 TOP 3377 44 RIM 333.9± 12" CONC IE 330.5 (N) 8'/E 33=37 _ 12" CONC -I£ 330.5'(5) . • SEE•SECTION THIS SH \ II r/,\ I/ EX / TOPC335.28 7367 lr II 8' PVC lE 332.8 (W) )( 8' ADS IE 332.8 (E) // / // •H EX CB 17234 lI TOP 335.33 A1 II 12" DI IE 332.7 (N) VI /I 12' D/ IE 332.0 (5) /� 8' ADS IE 332.3 (W) VI CC E.1 -- CCi-IIPLANCE SEP 2 0 2011 City of Tuts ,Iiir i3UIIE_DIT \W3 DiViSiON APPROVED SEP 152011 City of Tukwila PUBLIC Works EX SSMH 7145 RIM 3.37.49 9' IE 3284 (N. 5) (CENTER CHANNEL) II, SDCO 30 .- 4' PVC PRE -CAST WO 5= 0.0050 PRE - SETTLING VAULT 22 =4 "PVC EET IVA OR EQUIVALENT) .'4Y• 5 =0.0050 OETA /L, SHEET UD -OI • .PROPOSED TACO AME BUILDIN t - BLA WATER 7 +00.85 1.45' RT • • -_. -- CONNECTION 1 -6 22 -1 2'BOI MJ 4" IF-334,33 74/ CONC BLOCKING g• GREY WATER 6 +99.99 3.27' RT -,aj° pp CONNECTION 1 -6 22 -7 ram MJ . - 4" IE 331.27 W/ BLOCKING OCKING _- V'.. (i) 11 +0344 47.43 RT MP 336.20 4' IE 331.35 2111 +36.35 50.79' RT MP 336.13 4 IE 335.18 ®11 +36.66, 47,61' RT TOP 336.01 IE 335.16 04 10+66.69, 0.00' W/ TRAFRC BEARING UD TOP 335.11 6' It 331 47 2666 RAISE' RIM TO GRADE TOP 334.80 • 12' CONC IE 330.1 (N) 12' CONC IC 33007 (5) NEW 12' E 330.70 (W) OF DAMAGED,. DIE. CB MILL BE REPLACED 877)4 A CURRENT STANDARD CATCH BASIN) 6' -4' PVC 5 +66.64, D.06'LC CEANOUT I7 +06.7;' 37.64 RIM 336.0± 4'IE 331.15 2,4' PVC 5-0.0050 EX CB /7,28 • 1 TOP 335.38 12' CONC IE 330.0 (N) 12' CONC IE 329.9 (5) EX CB /7136 TOP 331.96 6' CONC IE 329.9 (N) 8' CONC I£ J29.7 (E) I 35.90 3.4 'PT 7-6 _TEE, MI 7-6' MJ PLUO. W / -GONG BLOCONG 6 +37.75 L45'RT I -6 90 BEND, MJ W/ CONC BLOCKING - -SD - 63 -8 01 -6 ' -6'QI- .. CB. INSTALL IEMPOPARY' .' 7+0500. 0.00 6 CAP 'FOR CONNECTION TO' MECHANICAL ROOM SEE MECHANICAL PLANS • • 79'-6' 0 EX CB 7412 RAISE RIM TO GRADE TOP 332.16 72' CONC IE 330.1 (W) 12' A05 IE 329.9 (E) NEW 8' IE 329.9 (N) 7 +09. 17.62' RT 7 -6 STAINLESS STEEL TAPPING TEE; FL 1-6" GATE VALVE, FLMIJ W/ CONC BLOCKING // // IT /I // / I // // 72 +73.07, 0.00 I/ NO EASEMENT-IN I/ 7LE'REPORT FOR II U • S, 9 +79.85 54.85'L 1 -6 STAINLESS STEEL TAPPING TEE 7 -FIRE HYDRANT ASSEMBIBT I! W/ CONC.BLOCKWG .II SEE DETAIL,- SHEET UD 167// '7+16... 70..00' RT l/ DRIVE IHRU . !/ PROPOSED 1' Ir WATER 64E7E3? INOO• '/OUTDOOR POLYED1YI.ENE GREASE INTERCEPTOR PER SCl/ER PRODUCTS SERIES GB -250 77 +37.85 47.32.17T RIM EL 336.0± 4'IE 331.16 (IN, OUT) IM CONNECT / /I • If EX CB . 7245 �0 TOP 332.72 J ' 7 /l 12'011E 329.7 (N) • POST. INDICATOR VALVE /2' 0/ IE J29.7 (5) SEE DETAIL. SHEET u0-0-1 /� 8' ADS IE J29. 7 (W) • // /0 NOTE RECEIV CITY OF TU LA SEP 0 7 2011 PERMIT CENTER PER ROADWAY CROSS SECTION (FtP) .,iV�`'I ∎,Y�-I.'Y ,rF�V `i� V 'Y ∎-ywY �i�' ��I��' N�V. PV�V�V�VdtS� ...i�Y�V��yNtVSs�V��S�V�etwasi V�V �V�rALIy'��Y��Y■V�V�Y�r To �YV�� �� �rwr.Y��Y�y.�.YftC 90.E 1£ ABRIC PER GE. TECH ". IF 1 DETERMINED IN t 3Y FIELD AFTER SUBCRADE HAS BEEN COMPACTED COMPACTED SUBGRADE COMPACTED TO MIN 95X 4' MIN OPEN GRADED CLASS D NMA OR APPROVED EQUIVALENT 6' MIN LAYER OF 7 -1/4' CRUSHED CLEAN WASHED ROCK WSOOT 9 -0309 SHOULDER BALLAST GEOFABRIC PER GEOIECH TO BE DETERMINED IN FIELD AFTER SUBGRAOE HAS BEEN COMPACTED • r 6.058' PERFORATED PIPE 24' MIN J' 441N CLASS B HMA 6' MIN LAYER OF 7 -1/4' CRUSHED CLEAN WASHED ROCK *SOOT 9 -0309 SHOULDER BALLAST GB PERFORATED PIPE TRENCH SECTION (FOR STORM SYSTEM IN PARKING LOT ONLY) NOT TO SCALE 0 AU STORM PIPES TO BE CPEP UNLESS OTHERWISE NOTED. AU CAT%H BASINS TO HA T•£ STANDARD GRATES UNLESS OTHERWISE NOTED AU DOWNSPOUTS & FOOTING DRAINS TO BE ROUTED THROUGH PERFORATED DOWNSPOUT CONNECTIONS AU ROOF DOWNSPOUTS 1410 BE CONNECTED TO STORM SYSTEM USING 6' PERFORATED PIPE FOR THE ENTIRE LENGTH. IB' MIN 36' MIN 24' MIN F7L TER FABRIC PERFORATED PIPE 7 -I 2,-3 4' ASKED ROCK TRENCH X-SECTION KCSWDM FIGURE 5.1.3.A PERFORATED DOWNSPOUT CONNECTION NOT TO SCALE UNDERGROUND UTILITY NOTE UNDERGROUND U17UTIES ARE SHOWN IN THE APPROXIMATE LOCATION. THERE IS NO GUARANTEE THAT ALL UDUTY LINES ARE SHOWN, OR THAT THE LOCATION, SIZE AND MA TERIAL IS ACCURATE THE CONTRACTOR SHALL UNCOVER ALL INDICA TED PIPING WHERE CROSSING. INTERFERENCES OR CONNECTIONS OCCUR PRIOR TO TRENCHING OR EXCAVATION FOR ANY PIPE OR STRUCTURES TO DETERMINE ACTUAL LOCATIONS SIZE AND MA TERIAL THE CONTRACTOR SHALL MAKE THE APPROPRIATE PROVISION FOR PROTECTION OF SAID FACILI TIES THE CONTRACTOR SHALL NOTIFY (NE CAI/ AT 1- 800 - 424 -5555 AND ARRANGE FOR FIELD LOCATION OF EXISTING FACIUTIES BEFORE CONSTRUCTION. - • Aso BLUELINE SCALE: AS NOTED PROJECT MANAGER: CEOFF E. /-AMBLE, PE PROJECT ENGINEER: GEOFF E. rAMBLE. PE DESIGNER: DOM/NWE GABALDON ISSUE DA YE:' 9/1/2011 ID 2 0 B co 0 z UTILITY PLAN TUKWILA TACO TIME RESTAURANT BUILDING 1 5037 TUKWILA INTERNATIONAL BLVD CITY OF TUKWILA WASHINGTON F1 E. T / ` 4/ ,4",:,130.° 4`" Q7 ONAL L''G JOB NUMBER: 1 D -DBD BMEET NAME: U P -D 1 BHT 5 OF 9 © 2017 THE BLUEUNE GROUP 340 - 330 320 Wti^ °fi � \ Z.00X 0'`� 3 4t1-63 h a -9i ACC lit 6 "/E 333.47 (E) -205X SE 1/4, NW 1/4, SEC 22, TWP 23N, RGE 4E, W.M. 48 -6'PVG HDR -35 - -- PERFORATED) 0 205X CF 6 TYPE l 4.72 8 "/E 332.32 (E) 6" IE 332.49 (W) 4 EX /SONG GROUND 0 MAIN DRIVE ISLE (TYP) QoN ti vh -TLAI Sf -e PVC HS4 JT5r€RFORA TEM 0 9 50X N;-.71 -2.69% CB 7 TYPE I TOP 334.12 8" IE 331.87 (W) IE 337.87 (E) 24.-8. PVC NOR - (PERFORATED) 0 0.50% MAIN DRIVE ISLE SCALE: 1`= 20' H,,1 =5'V CB B TYPE TOP 334.74 B' lE 337.75 rW) 8 "/E 337.75 (NE) 8" IE 331.75 (5) 63=8" 0 0.50% CB 5 TYPE I TOP 335.55 8 -IE 332.07 (W) B" IE 332.07 (N) PROPOSED FINISHED GRADE & MAIN DRIVE ISLE € (Tr') 340 - - 330 ti n ti ti ti Pi ti 10 +00 340 -- 330 11+00 O EXISTING GROUND MANN DRIB ISLE EL / \ GRADE EL MAIN 1 Z +OO (TIP) DRIVE ISLE € (TYP) RAN 2.00% -7.00X ;o -ooa- PROPOSED FINISHED GGRADE 0 DRIVE TNRU / ^ 5 tn -0.25X Ah - QOR mn� EXISONC GROUND 0 DRIVE I77PU € (T)P) CB 4 TYPE 1 _TOP 33590 B" /E 332.76 (E) tJ�e C�50X- DRIVE THRU SCALE: 1`= 20'H,'1` =5'V 13+00 n0 En W 340 CB 3rPE7 r - 330 TOP 33555 8 -IE 332.07 (W) B' IE 332.07 (N) n T y t T, O O f m m C 0 a n n m b N N N t tg 8 DESIGNER: OOMINOUE CABALDON ISSUE DATE' I 9/7/2011 REVISIONS 5 +00 6 +00 EXISTING GROUND / \ PROPOSED FINISHED EL (TYP) GRADE EL (TYP) 340 - EXISTING . GROUND (TYP) 330 - - - TYPE I TOP 4. 4 8.1E -131.75 (W) 8.1E 337.75 (NE) • 8 -1E 331.75 (5) 5' -B"O 550X- PROPOSED FINISHED GRADE (TYP) ICB9TYPEI TOP 33395 9' IE 330.08 (N) 8'IE 330.08 (5) VVAELT TIUNG 70R EOVAIEE T) AU U/ RIM EL 334.94 (N) 81 334.87 (5) TO° EL 3347 .94 320 FREEOF BOARD VAULT EL 332.9 8.1E 331.72 & WO EL 331.72 SEDIMENT STORAGE EL 326.97 BOTTOM EL 325.97 STORM OUTFALL SEE DETAIL, SHEET LID-01 0 0.50X LINEAR CRATE STORMFIL IER TOP 334.89 8' IE 337.66 (IN) 8' IE 330.19 (OUT) SEE DETAIL. SHEET LID-01 -5 -9" • 0.50X SCALE: 1 •=20' H, 1 =5' V 7 +00 '340 EX C8 17412 • .__RAISE RIM TU) GRADE TOP 332.16 12' GONG IE 330.1 (W) 12- ADS IE 329.9 (E) NEW 8' IE 329.9 (N) 330 .320 N. No. 1 A n h ^ 7 7 h ; / \ 1 +00 EXISTING GROUND / \ PROPOSED FINISHED 2+ 0O EL TYP) GRADE EL (TYP) NOTE ALL STORM PIPES TO BE CPEP UNLESS OTHERWISE NOTED. ALL CATCH BASINS TO HAVE STANDARD CRATES UNLESS OTHERWISE NOTED 0--- 320 CODE CCLIPL iNr., 4 F' }'+{*, `-a r SEP 202011 ry+ City cf T ukw„ a 31 ±lLErtrq.r; APPROVED SEP 15 2011 City of Tukwila PUBLIC Works RECEIVE,Q- CITY OF TU LA SEP 0 7 2011 PERMIT CENTER UNDERGROUND UTILITY NOTE UNDERGROUND UTUTES ARE SHORN IN THE APPROXIMATE LOCA TION. THERE IS NO GUARANTEE THAT ALL UTILITY LINES ARE SHORN, OR THAT THE LOCATION, 512E AND MATERIAL IS ACCURATE THE CONTRACTOR SHALL UNCOVER ALL INDICA TED PIPING *HERE CROSS NG, INTERFERENCES OR CONNECTIONS OCCUR PRIOR TO TRENCHING OR EXCAVATION FOR ANY PIPE OR STRUCTURES. TO DETERMINE ACTUAL LOCATIONS SIZE AND MA TERIAL THE CONTRACTOR SHALL MAKE THE APPROPRIATE PROVISION FOR PROTECTON OF SAID FACNUTIES. THE CONTRACTOR SHALL NOTIFY ONE CAI/ AT 7 -800- 424 -5555 AND ARRANGE FOR FIELD LOCATOR OF EXISTING FACILI TIES BEFORE CONSTRUCTION. 1 a BLUELINE SCALE: AS NOTED PROJECT MANAGER:. 1 +00 EXISTING GROUND / \ PROPOSED FINISHED 2+ 0O EL TYP) GRADE EL (TYP) NOTE ALL STORM PIPES TO BE CPEP UNLESS OTHERWISE NOTED. ALL CATCH BASINS TO HAVE STANDARD CRATES UNLESS OTHERWISE NOTED 0--- 320 CODE CCLIPL iNr., 4 F' }'+{*, `-a r SEP 202011 ry+ City cf T ukw„ a 31 ±lLErtrq.r; APPROVED SEP 15 2011 City of Tukwila PUBLIC Works RECEIVE,Q- CITY OF TU LA SEP 0 7 2011 PERMIT CENTER UNDERGROUND UTILITY NOTE UNDERGROUND UTUTES ARE SHORN IN THE APPROXIMATE LOCA TION. THERE IS NO GUARANTEE THAT ALL UTILITY LINES ARE SHORN, OR THAT THE LOCATION, 512E AND MATERIAL IS ACCURATE THE CONTRACTOR SHALL UNCOVER ALL INDICA TED PIPING *HERE CROSS NG, INTERFERENCES OR CONNECTIONS OCCUR PRIOR TO TRENCHING OR EXCAVATION FOR ANY PIPE OR STRUCTURES. TO DETERMINE ACTUAL LOCATIONS SIZE AND MA TERIAL THE CONTRACTOR SHALL MAKE THE APPROPRIATE PROVISION FOR PROTECTON OF SAID FACNUTIES. THE CONTRACTOR SHALL NOTIFY ONE CAI/ AT 7 -800- 424 -5555 AND ARRANGE FOR FIELD LOCATOR OF EXISTING FACILI TIES BEFORE CONSTRUCTION. 1 a BLUELINE SCALE: AS NOTED PROJECT MANAGER:. GEOFF E TAMBLE, PE' PROJECT ENGINEER: GEOFF E TAMBLE. PE DESIGNER: OOMINOUE CABALDON ISSUE DATE' 9/7/2011 REVISIONS I I I UTILITY PROFILES TUKWILA TACO TIME RESTAURANT BUILDING 15037 TUKWILA INTERNATIONAL BLVD CITY OF TUKWILA WASHINGTON -cl cc )//S73 ,,,, 44. QI ORAL CN VIA JOG NUMBER: 1 0 -080 SHEET NAME: UP -02 BHT 6 OF 9 NNVi C 2011 THE BLUEUNE CROUP SE 1/4, NW 1/4, SEC 22, TWP Z3N, RGE 4E, W.M. FLOW ! PIPE B PPE A ALTERNATE PIPE LOCATION STORMFILTER CARTIDGE 4• FULL HEIGHT TRANSFER OPENING BAFFLE SECTION B-B FLOATABLES BAFFLE PEE FLOW PIPE F INLET BAY 7 CURET BAY `/6/. E !uIlI,'I PROCr MANAGER: 1 .' Y WIR .R^ STORMFILTER CARTIDGE 4• FULL HEIGHT TRANSFER OPENING BAFFLE SECTION B-B FLOATABLES BAFFLE PEE FLOW PIPE F FLOWSOT TRANSFER OPENING SECTION A -A •'4 6' x 8' LINEAR GRATE STORMFILTER DESIGN NOTES STORIAFIL TER TREAIMENTCAPACRY IS A FUNCTION OF TIE CARTRIDGE SELECTION AM) TIE NAMD OF CARTRIDGES. TIE STMUARD VAULT STYLE IS SHOWN WITI TIE MAX&&NA NIAIBER OF CARTRIDGES NIL VAULT MAY BE CONSTRUCTED WTI NO SECONDARY FLTRA TON BAY. ALLOWS* FOR 1ST CAATOWES AND ADDITIONAL BEET PIPE LOCATIONS. CARTRIDGE SELECIIDN CARTRIDGE IEIG T zr 1r LOW DRIP RECOMMENDED HHYORALLC DROP al) SOS 2-T IS SPECIFIC FLOW RATE IWnM 2 ANTE 1WMr 2Wmq• 1 &^n' CARTRIDGE FLOW RATE (WEN 226 2s : WIWT I 1 Wm'r TO PEAK HYDRAULIC CAPACITY CARTRIDGE IEIOT zr 1r LOW DROP DEPTH (RIM TO INVERT) PEAK BYPASS CAPACITY (CEP) WA 266 1275 I MID 7OS 050 1 GRATES AND COVERS (SIZES VARY) N.T.S. SITE SPECIFIC DATA REQUIREMENTS STRUCTIIF O WATER MALTS FLOW RATE 164) PEAK ROW RATE (HA) 210 RETURN PERIOD OF PEN( FLOW MA) 1 OF CARTRIDGES RECEDED CARTRIDGE FLOW RA TE MEOW TYPE (CSR. PEWEE. IDG. CAC. MS) CPO PPE DATA IE. MATERIAL DIAMETER PPE A PIPE CPEP PPEC PIPED PIPE E CPEP PIPE F UPSTREAM RIM ELEVATOR 33E00 DOWNSTREAM PIM ELEVATION DAMS ANT0.OTATION BALLAST I WID HEIGHT NOTESSPECIAL REGUNEIENTS: • PER ENGINEER OF RECORD GENERAL NOTES CONTE01 TO PROVIDE ALL MATERIALS UNLESS NOTED OTHERWISE. 2. DMENSIONS MARKED W rTHH (I ARE REFERENCE DAERSONS. ACTUAL DIMENSIONS MAY VARY. S. FOR SITE SPECFIO DRAWNOS WITH DETAILED VAULT DIMENSIONS MD WEIGHTS. PLEASE CONTACT YOUR CONTECH CONSTRUCTION PRODUCTS REPRESENTATIVE. N,M.AWO.ds.pEom A STORMFILTER WATER GOALIES STRUCTURE SHALL BE W AOWRDIPRIE WITH AU. DESIGN DATA MO INFORMATION CONTAINED IN THIS DRAWING. 6. STRUCTURE SHALL MEETMSHTO HS El AND CASTINGS SHALL MEET AADT MJ O OE LOAD RATING. ASSUS* N GROUNDWATER ELEVATOR AT. INV OR BELOW. TIE OUTLET PIPE INVERT ELEVATION. ENGINEER OF RECORD TO RADIAL M ACRIAL GRUUNONATER ELEVATOR e. FILTER CARTRIDGES SHALL BE NTACT TITLE SHALL SIPHON ACTUATED. RADIAL ROM. MO SELF CLEANING. RADIAL MEDIA DEPTH SHALL BE 7ANQIES. FLTER MEDIA CONTACT TIME SHALL BEAT LEAST SD SECONDS. N. SPECIFIC FLOW RATE IS EQUAL TO THE FILTER TREATMENT CAPACITY (own) OMCED BY TIE FILTER CONTACT SURFACE AREA LAP I). INSTALLATION NOTES 1. ANY SUBLEASE. BACIOLL LEPTN. MIDAIR ANRFLOTATIOI PROVISIONS ARE S17ESPECIFIC DESIGN ODNSIDERARONS MD SHALL E SPECIFIED BY ENGDEER OF RECORD. 2. CONTRACTOR TO PROVIDE EQUIPMENT WITH SUFFICIENT LIMING A1O REACH CAPACITY TO LIFT AND SET THE STORMFLTER VALVE (LIFTRG CLUTCHES PROVOEDE S. CONRRACTOR TO INSTALL JOINT SEALANT BETWEEN AU. VAULT SECTIONS AND ASEABLE VALLE. A. CIOTRACTOR TO PEOPLE. INSTALL MO GROUT PIPES. MATOH OUTLET PIPE INVERT WEM CURET BAY FLOOR S. CONTRACTOR TO TAKE APPROPRIATE MEASURES TO PROTECT CARTRIDGES FROM CO ST I ICTDNIEIATED EROSION RUNOFF 6. CONTRACTOR TO REMOVE TRIWSFER HOE COVERS PRIOR TO PLACING SYSTEM ONLINE. A> vePerCA 'Jo 1.1%"-'?.1011-CO. • SYr r111 EIN Sva.'RIG >. SILL E.:. 'SAP G.RAFF . CH 0CC 6' x 8' LINEAR GRATE STORMFILTER STANDARD DETAIL FIRE PORNO O BE PRAT O WIN )'AO CRIB OF FARVESE PMT. CASE YELLOW. EA -3172 NYORNNR ARE TO EQUAL WELLER /A-NMI CA WELTER A -423. KA MTS 914E O)NFDN TO AW.NM SPECIFICATIONS C 502 -54( SHALL E COMPTEMOM TYRE RANEE NM EA M010 MINE AT LIE MONO LINE OR SIDk SHALL HAW A SELF-GIRO ORE IM MO WM FACTORY FMID RF3ALID1 NOM. APIENTGATELT S 0.0. OFD MEM. SHALL BE SO OF MOT C, OW ME MARIE 6 OPERATED. ME AVER STEM SARA JO MASS SLIM BO COUNPO A/SFATAC/ DAB A OmER IRMO/ PAYMENT_ SEE DETAIL YE BON G. RESUME VOTE NEW CAST PON EE (Oy DE U11 3) FL MOLOURFIED SOL NOTES CONC DAd SNpODDro OTS,O 8101( GRAVEL O 10 S•) I. CIA. OLICTILE PON PPE PER LOCAL MiusOCTIM w NFS.Lv. A/`A A COATED STEEL 94NOKLE ROOS NttRG OETAS SOL FLAKE ART A. NYMANTS SHALL BE EOAPRD MM TAO 2 121. 5.51. NOSE POTS NO ONE IT ECRU PTNPO NSOARCE PORT. AND MALL NAVE • 1 I/P POE.. WAIR 5T [PEPPING NUT YT RIA TS WL N TIE A 6• N.L SOTTO„ =MCAT AHO 5 I /1• MIN VALVE OPFANC AND SHALL RAW It ABOVE CRAPE IEEE TO ME OEN. OF ME PUbO DIS:GAAGE PORT. L ERE NO CUR A woo IS NSTAUtD. RICO NTJRAxT 9,ALL as LOUTED TN RL.AROI TO STRUT OOARR um) cLON TO PROPERTY um TO EC PER C MEAL. M STANDARD PLAN AND IEWPEMENTS O TIMM NUM ®N CODE I4.24 ANp Ott OMMANT£ C On OF RAT. RODMANR. NST GOES OF SEAT. AND MCA. MP SST MC CO PS STD. DETAIL No. 3 LELmems ommuN FIRE HYDRANT ASSEMBLY DETAIL King County Water District No. 125 COMPACTED FOUNDATION GRAVEL UNDER VAULT City of Tukwila CROSS CONNECTION CONTROL DETECTOR DOWLE ONBCI( VALVE I VAULT ALTS TOFS B. SHELTON PIET PIPE II' IF r-0 �• r e EViE; SED (SI RRZETE -. -- nL r BNH- `ea9PL.A•� 24' 3 Om Mom IWmyl -wPl (A) - ft- Tan UN MANNA PLAN VIEW 04.444414 OKB ( ROC ON A/21115 MD-44 MO. MAN LANIN 576 MaNniurn CPITIAWIV .e LAWN T.H I«• TARO /.N9 21001 -2007 5041150 11.1. SEP 2 0 2011 City cf J;L:r")!!kr, APPROVED SEP 15 2011 City of Tukwila PUBLIC Works Dicim PRE -CAST WATER QUALITY PRE - SETTLING VAULT (OR EQUIVALENT) 61 WIDE x I 6' LONG x 7' DEEP (MIN) SCALE r'50' NATEMAL LAMA 1. W MACROS BOOS INN STAR BOLTS AND AMVLT OALBDN CRATI&. 2 PIOUnL QATOPIPE 1 PRECAST CONCRETE NAT 1W11703 STEEL RATE COVER OS1p8011 TO VARY WITH WEEP A.Y. BENN 4. DANA APPROVED LADDER OVEN 1r 06$. L RAE ANON ATMD DOD FAR OWOL VALVE L APIA 011 AAA IYPANYTII AN ARpRovED ow* MMDW RAIRS 1EIEW. T. AW001E OCW PAN UR AN TWO REMADE AMMO MUTTER YN.YT SNO TEST 006:1 L Ir. r.r oft P =RING ADAPIDL FL l Ir. r.rORP 0.VE 01CLAW SI PPE LENGTH TO NT. in WIT M E R AND FLUE LONML R MONO PORT PPE ENIO 2LGT. N GROUT. 111. IP. P.rOR PRATE VALVE Kw WIM POST NW(/ANR VARY! 1 RANE TEE MAABRY S ®MCORDS. ., 11 RANMEDvBOD. K POI r OLSAO OPAE 0.4R_ IL PORNOEDO TL IL PON r 0 CNA0 PPS. O. r0 SERB FL It UL ATM r DOUR OOPE'CTOI MTIN LT ORS. ELBOW n r OL OARS S2 RE AMEN N MO NA, RAMS • TNEA ®PS S NASA H. 9 1 1 9 1 0 TYPED Y SACK OL VALVE WA ALL AP VALVE TO TAL E DETECTOR DON@11 W CMECK AND VALLLT Atl98LT OBBIAL NOTE&. 1. BALIIFIOM' REVAMPS NHALL EAPPIOVFD BY DFWOLBTO MALIK K N>£ OMAT NIA OR ME OF ARNMTINAIO WOAD MAN CLEAPANCA L A MAYADETAL RAN FOR WALT IMTALLATONAIO SINNER LIE Nun se ISSTIED NO MTIBIVD IM TIE RILE MARNAAt1 POOR TOIMETALSATION. 4. AAA AM /RATA BIN HALL E P. L ANT UAL E BAUD TO PREVENT WATER LDA AIDE L LADDERS NAAAL E REONBO WMEM APO NOM TOP OF LO TO Kam O OCT DADA Xf. INTMLATBMI OF NA LADOBN NAM EN O SELL n:a TO oAMA T. =ATE NAT NP1.ARI110 AREA MD MOTH PANgAEA NEED APRIOV I Er NE DONEE/ C ▪ MOM MAL EN D OORMAN WITH ALL APRLINENOINENATE OF AFNIAWWIL G116421.1OAN00 DUCTED (1126 PPM MAW/4 L APC NULL E DUCTED AN MEMO MBA .51. CLOSE PBENTTIE to A AVANT' BIPPQFEYINLA RtlNS®LLOD1 VALAE I AT TM MIN O IINTAMATOR AFTER COWSTEHAMLUTS PPG. PETBMNBR FILE SUPPORT SNO. N. PROVEN BULL DIN• VALVEL ONO./ A VALVE A6ElAY PL AT BOTTOM O RICA MAL 12. 12 FIE DEPARTMENT OPBECION TO E PAWED AN ore (I) BEORROONEmaN MBDOAL TA MOVE OR 1L ALL ADEROOUND PEON TO EB0OSOR RIMMED. RUINED. NO PRESSUE TESTED HTIE ISFJB10E OF AN.OEGICR PRIOR TO CovER AID COMMA T TO OLEDIT ANA 1L LION INSTALLATION, LTTSOVIP AAR°. MBEAEA APE TD E TEMA nA ARAM MIAAMALL TE9T•IOSN ARE TO E ROMEO ARIL TE TEST. TT 0 PTER Nook OMB NALL E PONOMED AT CAN A( OPERA ANCONA OP ND MAO ALL E PROVO®. It ODNEAETE ;ALT NULL NAVE cos Px f co TWO r %r BItEL MHOEO DOORS. 1L MOSLON PREVENTION VALVES AMID POST OR WALL AOr RHO ASS NALE RANA v IN UL CENTRAL RATION TANPFA APEIVNOM. City of Tukwila CROSS CONNECTION CONTROL OEIRTON DOUBLE CHECK VALVE AND VAULT WB.1S 1OF7 A 0103 ARAwr1 B. MELTON FRAME i GRATE 2 -12• RISERS MIN. -P BASE UNIT APPLICABLE STANDARD DETAILS CONFORMS TO WASHINGTON STATE APWA/WSDOT STANDARD SPECIFICATIONS AND STANDARD PUN. STRAP TO WALL 4 -MAX. CATCH BASIN W/ DOWNTURN ELBOW SCALE: T. EL OWLET POE WATER S I NAM VENDA AO NLIOI SKILL E 000 RISC MOM= 10®NTAL R<gR SECTOR SILL ATM CURET RE BIDE L ALL ICTLL PARIS MO SUNOCO AST E COMOSION IMAM STEEL AMA SHALL E ANNA& PA SWILL E OLW ®. T RNS ICED MOTOR I) OI M11CC COMMA POTEDI ON MME E NAMED. 3. NAT NON -MLNO SERF TO SBA NO OUTAE O ALL UPRS RAS. AM NO FIVES 4. !MOOD GAM PPE TWOIOI WILL 1 USE APPpC RWPIOIN 1101111E APPAL I. OP 910M-CONE MASAAL UO O RA ONTO. TEE NSA CA= PM T. NOTE VAULT LADS MUST BE DESIGNED TO M7THSTAND A POW LOAD OF 45,000 TABS DUE TO THE MAXIMUM REACTION *HIGH MAY OCCUR AT A STABILIZER OUTRIGGER. THIS LOAD MUST B£ APPLIED ON AN 18X18 -INCH AREA (2.25 SF) AND ALSO APPLIED AS AN UNFACTORED LOAD ON A IOXI4 -INCH AREA (1.0 SF). A FUN coma ILIAD AAA Cr CITY OF TUK MLA SEP 072011 PERMIT CENTER UNDERGROUND UTILITY NOTE UNDERGROUND UTIUTIES ARE SHOIM/ IN THE APPROXIMATE LOCA TIDY. THERE IS NO GUARANTEE THA T ALL UTILITY LINES ARE SHOAL#/, OR THAT THE LOCATION• SIZE AND MATERIAL IS ACCURATE THE CONTRACTOR SHALL UNCOWR ALL INDICATED PIPING *HERE GROSSING INTERFERENCES OR CONNECTIONS OCCUR PR10R TO TRENCHING OR EXCAVAAON FOR ANY PIPE OR STRUCTURES TO DETERMINE ACTUAL LOCATIONS S/ 2E AND MA TERIAL THE CONTRACTOR SHALL MAKE THE APPROPRIATE PROVISION FOR PROTECTION OF SAID FACTURES THE CONTRACTOR SHALL NOTIFY ONE CAIN AT 1 -800- 424 -5555 AND ARRANGE FOR FIELD LOCA 710N OF EXISTING FACTURES BEFORE CONSTRUCTION. , a AAA- .m. 'am 7 EBLUELINE A `/6/. E I PROCr MANAGER: 1 .' Y WIR .R^ O R GEC " E TAMBLE PE A DESIGNER: DOMI OUE CABALDON ISSUE DA IF: ...V4071 FLOWSOT TRANSFER OPENING SECTION A -A •'4 6' x 8' LINEAR GRATE STORMFILTER DESIGN NOTES STORIAFIL TER TREAIMENTCAPACRY IS A FUNCTION OF TIE CARTRIDGE SELECTION AM) TIE NAMD OF CARTRIDGES. TIE STMUARD VAULT STYLE IS SHOWN WITI TIE MAX&&NA NIAIBER OF CARTRIDGES NIL VAULT MAY BE CONSTRUCTED WTI NO SECONDARY FLTRA TON BAY. ALLOWS* FOR 1ST CAATOWES AND ADDITIONAL BEET PIPE LOCATIONS. CARTRIDGE SELECIIDN CARTRIDGE IEIG T zr 1r LOW DRIP RECOMMENDED HHYORALLC DROP al) SOS 2-T IS SPECIFIC FLOW RATE IWnM 2 ANTE 1WMr 2Wmq• 1 &^n' CARTRIDGE FLOW RATE (WEN 226 2s : WIWT I 1 Wm'r TO PEAK HYDRAULIC CAPACITY CARTRIDGE IEIOT zr 1r LOW DROP DEPTH (RIM TO INVERT) PEAK BYPASS CAPACITY (CEP) WA 266 1275 I MID 7OS 050 1 GRATES AND COVERS (SIZES VARY) N.T.S. SITE SPECIFIC DATA REQUIREMENTS STRUCTIIF O WATER MALTS FLOW RATE 164) PEAK ROW RATE (HA) 210 RETURN PERIOD OF PEN( FLOW MA) 1 OF CARTRIDGES RECEDED CARTRIDGE FLOW RA TE MEOW TYPE (CSR. PEWEE. IDG. CAC. MS) CPO PPE DATA IE. MATERIAL DIAMETER PPE A PIPE CPEP PPEC PIPED PIPE E CPEP PIPE F UPSTREAM RIM ELEVATOR 33E00 DOWNSTREAM PIM ELEVATION DAMS ANT0.OTATION BALLAST I WID HEIGHT NOTESSPECIAL REGUNEIENTS: • PER ENGINEER OF RECORD GENERAL NOTES CONTE01 TO PROVIDE ALL MATERIALS UNLESS NOTED OTHERWISE. 2. DMENSIONS MARKED W rTHH (I ARE REFERENCE DAERSONS. ACTUAL DIMENSIONS MAY VARY. S. FOR SITE SPECFIO DRAWNOS WITH DETAILED VAULT DIMENSIONS MD WEIGHTS. PLEASE CONTACT YOUR CONTECH CONSTRUCTION PRODUCTS REPRESENTATIVE. N,M.AWO.ds.pEom A STORMFILTER WATER GOALIES STRUCTURE SHALL BE W AOWRDIPRIE WITH AU. DESIGN DATA MO INFORMATION CONTAINED IN THIS DRAWING. 6. STRUCTURE SHALL MEETMSHTO HS El AND CASTINGS SHALL MEET AADT MJ O OE LOAD RATING. ASSUS* N GROUNDWATER ELEVATOR AT. INV OR BELOW. TIE OUTLET PIPE INVERT ELEVATION. ENGINEER OF RECORD TO RADIAL M ACRIAL GRUUNONATER ELEVATOR e. FILTER CARTRIDGES SHALL BE NTACT TITLE SHALL SIPHON ACTUATED. RADIAL ROM. MO SELF CLEANING. RADIAL MEDIA DEPTH SHALL BE 7ANQIES. FLTER MEDIA CONTACT TIME SHALL BEAT LEAST SD SECONDS. N. SPECIFIC FLOW RATE IS EQUAL TO THE FILTER TREATMENT CAPACITY (own) OMCED BY TIE FILTER CONTACT SURFACE AREA LAP I). INSTALLATION NOTES 1. ANY SUBLEASE. BACIOLL LEPTN. MIDAIR ANRFLOTATIOI PROVISIONS ARE S17ESPECIFIC DESIGN ODNSIDERARONS MD SHALL E SPECIFIED BY ENGDEER OF RECORD. 2. CONTRACTOR TO PROVIDE EQUIPMENT WITH SUFFICIENT LIMING A1O REACH CAPACITY TO LIFT AND SET THE STORMFLTER VALVE (LIFTRG CLUTCHES PROVOEDE S. CONRRACTOR TO INSTALL JOINT SEALANT BETWEEN AU. VAULT SECTIONS AND ASEABLE VALLE. A. CIOTRACTOR TO PEOPLE. INSTALL MO GROUT PIPES. MATOH OUTLET PIPE INVERT WEM CURET BAY FLOOR S. CONTRACTOR TO TAKE APPROPRIATE MEASURES TO PROTECT CARTRIDGES FROM CO ST I ICTDNIEIATED EROSION RUNOFF 6. CONTRACTOR TO REMOVE TRIWSFER HOE COVERS PRIOR TO PLACING SYSTEM ONLINE. A> vePerCA 'Jo 1.1%"-'?.1011-CO. • SYr r111 EIN Sva.'RIG >. SILL E.:. 'SAP G.RAFF . CH 0CC 6' x 8' LINEAR GRATE STORMFILTER STANDARD DETAIL FIRE PORNO O BE PRAT O WIN )'AO CRIB OF FARVESE PMT. CASE YELLOW. EA -3172 NYORNNR ARE TO EQUAL WELLER /A-NMI CA WELTER A -423. KA MTS 914E O)NFDN TO AW.NM SPECIFICATIONS C 502 -54( SHALL E COMPTEMOM TYRE RANEE NM EA M010 MINE AT LIE MONO LINE OR SIDk SHALL HAW A SELF-GIRO ORE IM MO WM FACTORY FMID RF3ALID1 NOM. APIENTGATELT S 0.0. OFD MEM. SHALL BE SO OF MOT C, OW ME MARIE 6 OPERATED. ME AVER STEM SARA JO MASS SLIM BO COUNPO A/SFATAC/ DAB A OmER IRMO/ PAYMENT_ SEE DETAIL YE BON G. RESUME VOTE NEW CAST PON EE (Oy DE U11 3) FL MOLOURFIED SOL NOTES CONC DAd SNpODDro OTS,O 8101( GRAVEL O 10 S•) I. CIA. OLICTILE PON PPE PER LOCAL MiusOCTIM w NFS.Lv. A/`A A COATED STEEL 94NOKLE ROOS NttRG OETAS SOL FLAKE ART A. NYMANTS SHALL BE EOAPRD MM TAO 2 121. 5.51. NOSE POTS NO ONE IT ECRU PTNPO NSOARCE PORT. AND MALL NAVE • 1 I/P POE.. WAIR 5T [PEPPING NUT YT RIA TS WL N TIE A 6• N.L SOTTO„ =MCAT AHO 5 I /1• MIN VALVE OPFANC AND SHALL RAW It ABOVE CRAPE IEEE TO ME OEN. OF ME PUbO DIS:GAAGE PORT. L ERE NO CUR A woo IS NSTAUtD. RICO NTJRAxT 9,ALL as LOUTED TN RL.AROI TO STRUT OOARR um) cLON TO PROPERTY um TO EC PER C MEAL. M STANDARD PLAN AND IEWPEMENTS O TIMM NUM ®N CODE I4.24 ANp Ott OMMANT£ C On OF RAT. RODMANR. NST GOES OF SEAT. AND MCA. MP SST MC CO PS STD. DETAIL No. 3 LELmems ommuN FIRE HYDRANT ASSEMBLY DETAIL King County Water District No. 125 COMPACTED FOUNDATION GRAVEL UNDER VAULT City of Tukwila CROSS CONNECTION CONTROL DETECTOR DOWLE ONBCI( VALVE I VAULT ALTS TOFS B. SHELTON PIET PIPE II' IF r-0 �• r e EViE; SED (SI RRZETE -. -- nL r BNH- `ea9PL.A•� 24' 3 Om Mom IWmyl -wPl (A) - ft- Tan UN MANNA PLAN VIEW 04.444414 OKB ( ROC ON A/21115 MD-44 MO. MAN LANIN 576 MaNniurn CPITIAWIV .e LAWN T.H I«• TARO /.N9 21001 -2007 5041150 11.1. SEP 2 0 2011 City cf J;L:r")!!kr, APPROVED SEP 15 2011 City of Tukwila PUBLIC Works Dicim PRE -CAST WATER QUALITY PRE - SETTLING VAULT (OR EQUIVALENT) 61 WIDE x I 6' LONG x 7' DEEP (MIN) SCALE r'50' NATEMAL LAMA 1. W MACROS BOOS INN STAR BOLTS AND AMVLT OALBDN CRATI&. 2 PIOUnL QATOPIPE 1 PRECAST CONCRETE NAT 1W11703 STEEL RATE COVER OS1p8011 TO VARY WITH WEEP A.Y. BENN 4. DANA APPROVED LADDER OVEN 1r 06$. L RAE ANON ATMD DOD FAR OWOL VALVE L APIA 011 AAA IYPANYTII AN ARpRovED ow* MMDW RAIRS 1EIEW. T. AW001E OCW PAN UR AN TWO REMADE AMMO MUTTER YN.YT SNO TEST 006:1 L Ir. r.r oft P =RING ADAPIDL FL l Ir. r.rORP 0.VE 01CLAW SI PPE LENGTH TO NT. in WIT M E R AND FLUE LONML R MONO PORT PPE ENIO 2LGT. N GROUT. 111. IP. P.rOR PRATE VALVE Kw WIM POST NW(/ANR VARY! 1 RANE TEE MAABRY S ®MCORDS. ., 11 RANMEDvBOD. K POI r OLSAO OPAE 0.4R_ IL PORNOEDO TL IL PON r 0 CNA0 PPS. O. r0 SERB FL It UL ATM r DOUR OOPE'CTOI MTIN LT ORS. ELBOW n r OL OARS S2 RE AMEN N MO NA, RAMS • TNEA ®PS S NASA H. 9 1 1 9 1 0 TYPED Y SACK OL VALVE WA ALL AP VALVE TO TAL E DETECTOR DON@11 W CMECK AND VALLLT Atl98LT OBBIAL NOTE&. 1. BALIIFIOM' REVAMPS NHALL EAPPIOVFD BY DFWOLBTO MALIK K N>£ OMAT NIA OR ME OF ARNMTINAIO WOAD MAN CLEAPANCA L A MAYADETAL RAN FOR WALT IMTALLATONAIO SINNER LIE Nun se ISSTIED NO MTIBIVD IM TIE RILE MARNAAt1 POOR TOIMETALSATION. 4. AAA AM /RATA BIN HALL E P. L ANT UAL E BAUD TO PREVENT WATER LDA AIDE L LADDERS NAAAL E REONBO WMEM APO NOM TOP OF LO TO Kam O OCT DADA Xf. INTMLATBMI OF NA LADOBN NAM EN O SELL n:a TO oAMA T. =ATE NAT NP1.ARI110 AREA MD MOTH PANgAEA NEED APRIOV I Er NE DONEE/ C ▪ MOM MAL EN D OORMAN WITH ALL APRLINENOINENATE OF AFNIAWWIL G116421.1OAN00 DUCTED (1126 PPM MAW/4 L APC NULL E DUCTED AN MEMO MBA .51. CLOSE PBENTTIE to A AVANT' BIPPQFEYINLA RtlNS®LLOD1 VALAE I AT TM MIN O IINTAMATOR AFTER COWSTEHAMLUTS PPG. PETBMNBR FILE SUPPORT SNO. N. PROVEN BULL DIN• VALVEL ONO./ A VALVE A6ElAY PL AT BOTTOM O RICA MAL 12. 12 FIE DEPARTMENT OPBECION TO E PAWED AN ore (I) BEORROONEmaN MBDOAL TA MOVE OR 1L ALL ADEROOUND PEON TO EB0OSOR RIMMED. RUINED. NO PRESSUE TESTED HTIE ISFJB10E OF AN.OEGICR PRIOR TO CovER AID COMMA T TO OLEDIT ANA 1L LION INSTALLATION, LTTSOVIP AAR°. MBEAEA APE TD E TEMA nA ARAM MIAAMALL TE9T•IOSN ARE TO E ROMEO ARIL TE TEST. TT 0 PTER Nook OMB NALL E PONOMED AT CAN A( OPERA ANCONA OP ND MAO ALL E PROVO®. It ODNEAETE ;ALT NULL NAVE cos Px f co TWO r %r BItEL MHOEO DOORS. 1L MOSLON PREVENTION VALVES AMID POST OR WALL AOr RHO ASS NALE RANA v IN UL CENTRAL RATION TANPFA APEIVNOM. City of Tukwila CROSS CONNECTION CONTROL OEIRTON DOUBLE CHECK VALVE AND VAULT WB.1S 1OF7 A 0103 ARAwr1 B. MELTON FRAME i GRATE 2 -12• RISERS MIN. -P BASE UNIT APPLICABLE STANDARD DETAILS CONFORMS TO WASHINGTON STATE APWA/WSDOT STANDARD SPECIFICATIONS AND STANDARD PUN. STRAP TO WALL 4 -MAX. CATCH BASIN W/ DOWNTURN ELBOW SCALE: T. EL OWLET POE WATER S I NAM VENDA AO NLIOI SKILL E 000 RISC MOM= 10®NTAL R<gR SECTOR SILL ATM CURET RE BIDE L ALL ICTLL PARIS MO SUNOCO AST E COMOSION IMAM STEEL AMA SHALL E ANNA& PA SWILL E OLW ®. T RNS ICED MOTOR I) OI M11CC COMMA POTEDI ON MME E NAMED. 3. NAT NON -MLNO SERF TO SBA NO OUTAE O ALL UPRS RAS. AM NO FIVES 4. !MOOD GAM PPE TWOIOI WILL 1 USE APPpC RWPIOIN 1101111E APPAL I. OP 910M-CONE MASAAL UO O RA ONTO. TEE NSA CA= PM T. NOTE VAULT LADS MUST BE DESIGNED TO M7THSTAND A POW LOAD OF 45,000 TABS DUE TO THE MAXIMUM REACTION *HIGH MAY OCCUR AT A STABILIZER OUTRIGGER. THIS LOAD MUST B£ APPLIED ON AN 18X18 -INCH AREA (2.25 SF) AND ALSO APPLIED AS AN UNFACTORED LOAD ON A IOXI4 -INCH AREA (1.0 SF). A FUN coma ILIAD AAA Cr CITY OF TUK MLA SEP 072011 PERMIT CENTER UNDERGROUND UTILITY NOTE UNDERGROUND UTIUTIES ARE SHOIM/ IN THE APPROXIMATE LOCA TIDY. THERE IS NO GUARANTEE THA T ALL UTILITY LINES ARE SHOAL#/, OR THAT THE LOCATION• SIZE AND MATERIAL IS ACCURATE THE CONTRACTOR SHALL UNCOWR ALL INDICATED PIPING *HERE GROSSING INTERFERENCES OR CONNECTIONS OCCUR PR10R TO TRENCHING OR EXCAVAAON FOR ANY PIPE OR STRUCTURES TO DETERMINE ACTUAL LOCATIONS S/ 2E AND MA TERIAL THE CONTRACTOR SHALL MAKE THE APPROPRIATE PROVISION FOR PROTECTION OF SAID FACTURES THE CONTRACTOR SHALL NOTIFY ONE CAIN AT 1 -800- 424 -5555 AND ARRANGE FOR FIELD LOCA 710N OF EXISTING FACTURES BEFORE CONSTRUCTION. , a • 3�m 7 EBLUELINE A SCA.E AS NOTED PROCr MANAGER: CEO't E. rAMBLE PE PROJECT ENGINEER: GEC " E TAMBLE PE DESIGNER: DOMI OUE CABALDON ISSUE DA IF: ...V4071 a J ... co 2 Q m W 0 0 UTILITY DETAILS TUKWILA TACO TIME RESTAURANT BUILDING 15037 TUKWILA INTERNATIONAL BLVD CITY OF TUKWILA WASHINGTON VdE I E. r. / W /` ` +s ER(' -424, TONAL I. WI J0B NUMBER: 1 O -D80 SHEET NAME: UD -O 1 ANT 7 OF 9 ® 2017 /HE BLUEUNE GROUP SE 1/4, NW 1/4, SEC 22, TWP 23N, ROE 4E, W.M. 340 330 --- 320 340 330 320 PROPOSED FINISHED GRADE (GYP) EXISTING GROUND (r1P) SEC A-A SCALE: 1 ' =Z0' H, l'=5' V 340 - -- - - 330 1 3 0 n.j O n 0 n O - 0 N h 1 b n N :7,-, 553 y n n, h n y 0 ., n n n h n n n n ui 1 co .n SEC B -B SCALE: 1 ' =ZO' H, 1'=5' V 0 ti 320 320 PROPOSED FINISHED GRADE (GYP) EXISONC / GROUND (TYP) SEC C -C SCALE: 1 ' =20' H, l'=5' V f.p1`:E E. G :E 1-'L 9-` ' v'I`:.j SEP 2 0 2011 1340 El 2 330 320 APPROVED SEP 15 2011 City of Tukwila PUBLIC Works O RECEI' TU CITY OF LA SEP 07 2011 PERMIT CENTER UNDERGROUND UTILITY NOTE UNDERGROUND UTlUTIES ARE SHORN IN THE APPROXIMATE LOCATON. THERE IS NO GUARANTEE THAT ALL UIIUIY LINES ARE SHORN, CR THAT THE LOCATION, SIZE AND MATERIAL IS ACCURATE THE CONTRACTOR SHALL UNCOPER ALL INDICATED PIPING WERE CROSSING, INTERFERENCES OR CONNECTIONS OCCUR PRIOR TO TRENCHING OR EXCAVATION FOR ANY PIPE OR STRUCTURES TO DETERMINE ACTUAL LOCATIONS SIZE AND MATERIAL THE CONTRACTOR SHALL MAKE THE APPROPRIATE PROVISION FOR PROTECTION OF SAID FACILITIES THE CONTRACTOR SHALL NOTIFY No- CAI,' AT I -800- 424 -5555 AND ARRANGE FOR FIELD LOCATION OF EXISTING FA CURES BEFORE CONSTRUCTION. `</ BLUELINE $ 3 SCALE AS NO/ED PROJECT MANAGER: GEOFF E. rAMBLE PE PROJECT ENGINEER: GEOFF E rAMBLE PE' .. DESIGNER: � DOMINDUE GABALDON SSUE DATE: 9/1/2011 III 2 0 m I m 0 SITE CROSS - SECTIONS TUKWILA TACO TIME RESTAURANT BUILDING 1 5D37 TUKWILA INTERNATIONAL BLVD CITY OF TUKWILA WASHINGTON OCC r. +� i /I Sr£Qi',24. N DY EP 9/J /U JOB NUMBER: 1 D -080 SHEET NAME.' XS -0 1 BHT OF 9 p EX WATER METER 2 11 : mi ' PR Sf EXTRUDED CURB ON TOP II 18 OE ASPHALT TO BLEND AT �• (1 A T�����PPPPPPEEEEEERRRRRRIIIIII INTO THE EXISTING CURB v- - I l PROPOSED APr 8 V• 0 ASPHALT Q SIDEWALK •1.k I / CONNECT TO DOSING 1 !CB 2 114-20.90, 29.01'LT Al • SE 1/4, NW 1/4, SEC 22, TWP 23N, RGE 4E, W.M. EX CB . 7066 RAISE RIM TO GRADE TOP 334.80 /2• CONC IE 330 1 (N) 12' CONC /E 330.0 (5) NEW IY "IE 33010 (w) (IF DAMAGED. THE CO MILL BE REPLACED W M A CURRENT STANDARD CATCH BASIN) EX SON BUS STOP - -- -sue rit���KT i57' iiil� / N/ SCALE: 1" = 20' PROPOSED EXTRUDED CURB ON TOP 0 10 20 40 OF EXISTING ASPHALT TO BLEND AT A TAPER INTO ME EXISTING CURB -C�_ .S © 2011 THE BLUELINE GROUP W EX CB 7175 TOP 335.14 12• LONG IE 337.4 (N) T.2" CONC-IE 6" CONC IE 332.2 EX SSW 7146 RIM 33776 B /E 326.7 (N, 5) (CENTER CHANNEL) 6 "PVC J29.4 (E) Amir ar (CENTER CFJAA/NEL) -SDOP OT' I3 +00 EX CB 7128 TOP 335.36 12' CONC IE 330.0 (N) 12" CONC IE J29.9 (5) MILITARY ROAD ._w _ ___W /1 +93.60 1 24.ORIVEWA 00' LT APPROACH EX CB 7774 TOP 334.97 72' CONDE 331.3 (N) 72' CONC IE J31.3 (5) 350 340 EXISTING GROUND O ROW CL (TYP) 330 Ex CB /7775 TOP 335.14 12" CONC IE 331.4 (N) 12" CONC IC 331.4 (5) 6' CONC IE 332.1 (NE) EX .7774 TOP 4.97 72' CONDE 331.3 (N) 12' CONC IC 331.3 (5) R 1-f II II 11 +21.00. I6.87' LT END CURB, GUTTER BEGIN EXTRUDED CURB 124 - 7392, 19.65'LT END EXTRUDED CURB & CONCRETE SIDEWALK 11+46.31. 17.00'LT END EXTRUDED CURB tr ASPHALT SIDEWALK BEGIN CURB, GUTTER & CONCRETE SIDEWALK BEGIN EXTRUDED CURB & ASPHALT SIDEWALK Y2^! WK� m± WLJI O ., RpNLI UN� W O IN1 W pWN.. 2�p?O?a<U O UWOVIL W - _r- _D.72% - 41 0 1� N .. N� EXISTING GROUND STORM D AI AGEC I I ▪ - - -- 0 5A NCUT TYP STORM DRAINAGE (op) 'TYPE I -- TOP 335.99 1271E 33249 (E) 17 -12' 0 13.64W 2 rPEI -TOP 335 79-- - -____ 12r IE 330.99 (N) !Y I£ 330.99 (5) !2:^ /E 330.99 (W) -I I- --U- Ex CB /7127 RAISE RIM TO GRADE TOP 335.44 72' CONC IE 330.5 (N) 72' CONC IE 330.5 (5) CB - I I- 12" IE 332.50 (E) 73• -12" • 1646% EXISTING GROUND EL 0 ROW ¢ (TYP) MILITARY RD SCALE: 1 =201 H, 1 D =51 v \ PROPOSED GRADE O TOP OF CURB (TIP) PROPOSED GRADE 0 FLaME/N£ (TYPJ EX CB 7066 RAISE RIM TO GRADE TOP 334.60 72' CONC IE 330. n (N) 72' CO/JC IE 330.9 (S) NEW 12'1E 330.10 (W) (IF DAMAGED -THE CB- - - _ MILL BE REPLACED 8174 A CURRENT STANDARD CATCH BASIN) EXISTING GROUND EL ( 0 S WCUT (75' 350 340 -- - ] 330 0 b N 7 1 1 'F OO PROPOSED GRADE EL / PR 5£D GRADE EL 12+00 O TOP OF CURB (TYP) O FLONUN TYP h ti I. ' TOP acv a awn. j 1,2• 3 2 ,? PROJECT MANAGER: GEOFF E. rAMBLE, PE PROJECT ENGINEER: GEOFF E rAMBLE, PE DESIGNER: OOM/NOUE GABALOON L.. ISSUE DATE: EXTRUDED ASPHALT OR CEMENT 1�yy MOUNTARIF CEMENT CONCRETE CURD CONCRETE CURB JA Io• G.. AKON JUM 7 Vz� 1Xr II4 r s_ EXAwSUn .Unit Iz an 'VEX z„ R INNIS Wort w KKGrz SUEw x I M e MEW N° �E CLOS n z 12. -a OPTXPNL M /OVAL tx POOP NOTE TOP OF LP AT PRNCIOArc. CEMENT CONCRETE RM I FTT Cl/EB CEMENT CONCRETE CURB te GUTTER NOTES: 1. SEE SEC. 3.04 K.C.R.S. FOR IDIOT REOUIRENEMS. 2 ROLL CURER TO MATCH POSITIVE SUPERELLNATION. 3. SEE DRAWING NO. 1-006 FOR CONF1iIRATBN OF FILL R WALKWAY BEHIND CURB IF REQUIRED. 4. FOR INTEGRAL POUR CONSTRUCTION. 1/4• EDGED GROOVE MAY REPLACE EXPANSION JOINT AT INTERFACE BETWEEN THE CURB AND ADJACENT SIDEWALK. 5. SEE SEC. 3.03 FOR EXTRUDED CURB ANCHORAGE O =NW 7MIN WOMB CURB DETAILS Ho. 3 -002 4,5' 6' SIDEWALK 3' 0.5 CEMENT CONCRETE VERTICAL CURB AND GUTTER f• MIN HMA (CLASS - _ OR 1") OR APPROVED EQUAL 11.5± EX CONCRETE 2" MIN HMA (CUSS 67 SECTION A -A SCALE 1 " =5' r--- SEP 2 0 2011 City C'f Tulzwiln APPROVED SEP 152011 City of Tukwila PUBLIC Works RECEIV CITY OF TU LA SEP 07 2011 PERMIT CENTER UNDERGROUND UTILITY NOTE UNDERGROUND UTIUAES ARE SHOWN IN THE APPROXIMATE LOCA170N. THERE IS NO GUARANTEE 171A ALL UTILITY LINES ARE SHOWN, OR THAT THE LOCATION, SIZE AND MA TERIAL IS ACCURATE THE CONTRACTOR SHALL UNCOVER ALL INDICATED PIPING WHERE CROSSING, INTERFERENCES OR CONNECTIONS OCCUR PRIOR TO TRENCHING OR EXCAVATION FOR ANY PIPE OR STRUCTURES. TO DETERMINE ACTUAL LOCAAONS SIZE AND MA TERIAL THE CONTRACTOR SHALL MAKE TEE APPROPRIATE PROVISION FOR PROTECTION OF SAID PACTURES THE CON TRACTOR SHALL NOTIFY (WE CAI I . AT 1- B00- 424 -5555 AND ARRANGE FOR FIELD LOCATION OF EXISTING FACILITIES BEFORE CONSTRUCTION. i �� ,/) g:� BLUELINE SCALE: AS NOTED PROJECT MANAGER: GEOFF E. rAMBLE, PE PROJECT ENGINEER: GEOFF E rAMBLE, PE DESIGNER: OOM/NOUE GABALOON ISSUE DATE: 9/1/2011 REVI5ION3 TUKWILA TACO TIME RESTAURANT BUILDING 1 5037 TUKWILA INTERNATIONAL BLVD CITY OF TUKWILA WASHINGTON cc E. T /OVAL tx 9/!// JOB NUMBER: 1 0 -080 &HEFT NAME: F1 -D 1 8Hr 9 OF 9 TACO L(yr. Chvac - Full Commercial HVAC Loads Calculation Program Abossen Engineering Bellevue, WA 98004 . . Building Summary Loads Building peaks in August at 4pm. Idg' °Load:; Descriptions Roof Wall Glass Floor Slab Skin Loads Tvt,WVJ.741 / W • Elite Software. Development, Inc. Page?.. FILE COPY Pew No. Area yen 1o1Ot tat yen Vet Qtaan Loss Loss Gain Gain Gain 2,364 3,938 6.00 0 645 645 2,310 6,452 9.83 0 2,688 2,688 434 8,506 12.96 0 13,139 13,139 210 5,557 8.46 0 0 0 %Net( Galn,, 0.54 2.26 11.03 0.00 24,453 37.24 0 16,472 16,472 13.83 Lighting 3,546 0 0.00 0 12,099 12,099 10.16 Equipment 15,000 0 0.00 300 51,182 51,482 43.23 People 65 0 0.00 13,000 16,250 29,250 24.56 Partition 0 0 0.00 0 0 0 0.00 Cool. Pret. 0 0 0.00 0 0 0 0.00 Heat. Pret. 0 0 0.00 0 0 0 0.00 Cool. Vent. 600 0 0.00 3,494 3,297 6,791 5.70 Heat. Vent. 600 31,726 48.32 0 0 0 0.00 Cool. Infil. 179 0 0.00 988 1,040 2,028 1.70 Heat. !Mil. 179 9,479 14.44 0 0 0 - 0.00 Draw -Thru Fan 0 0 0.00 0 970 970 0.81 Blow -Thru Fan 0 0 0.00 0 0 0 0.00 Reserve Cap. 0 0 0.00 0 0 0 0.00 Reheat Cap. 0 0 0.00 0 0 0 0.00 Supply Duct 0 0 0.00 0 0 0 0.00 Return Duct 0 0 0.00 0 0 0 0.00 Misc. Supply 0 0 0.00 0 0 0 0.00 Misc. Return 0 0 0.00 0 0 0 0.00 Building Totals 65,658 100.00 17,782 101,311 119,093 100.00 �Building: Summary. Ventilation Infiltration Pretreated Air Zone Loads Plenum Loads Fan & Duct Loads Building Totals ;Cte�k� Figures,';° Total Building Supply Air (based on a 22° TD): Total Building Vent. Air (14.80% of Supply): Total Conditioned Air Space: Supply Air Per Unit Area: Area Per Cooling Capacity: Cooling Capacity Per Area: Heating Capacity Per Area: Total Heating Required With Outside Air: Total Cooling Required With Outside Air: en Loss 31,726 9,479 0 24,453 0 0 65,658 J:\211047 \Calc -Mech \Taco Time Tukwila.CHV %Tot Loss 48.32 14.44 0.00 37.24 0.00 0.00 100.00 Lat Gain 3,494 988 0 13,300 0 0 Gain 3,297 1,040 0 96,003 0 970 17,782 101,311 4,054 CFM 600 CFM 2,364 Sq.ft 1.7147 CFM /Sq.ft 238.2 Sq.ft/Ton 0.0042 Tons /Sq.ft 27.77 Btuh /Sq.ft 65,658 Btuh 9.92 Tons k % 2 et:: Gain Gain 6,791 5.70 2,028 1.70 0 0.00 109,304 91.78 0 0.00 970 0.81 119,093 100.00 REVIEWED.. FOR •DECOMP LIAi bE APPROVED SEP 2 0 2011 City of Tukwila BUILDING DIVISION ECE JUN 16 2011 PERM.TCENTER Wednesday, June 15, 2011, 07:04 AM 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Envelope Summary Zone .1 Non - Residential ENV -SUM. 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multitamily Residential Revised F)ruary SSi1 Project Info Project Address Taoo Time ® Climate Zone 1 0 Climate Zone 2 ( See WSEC 302.3 for county list) Date 8/31/2011 Total Fenestration (rough opening) Gross Exterior (vertical & overhd) divided by Wall Area Imes 100 equals % Fenestration 15037 Tukwila Ynternational Blvd Semi - Heated Path For Building Department Use FILE COPY ®®gg NO. Tukwila, 1A Entrance Door Applicant Name: !e Applicant Address: Walls - Wood Framed and Other Per I f Floors - Mass Applicant Phone: Floors - Steel Joist Project Description El New Building n Addition ❑ Alteration L Change of Use Compliance Option ❑ Prescriptive © Component Performance (See Decision Flowchart (over) for qualifications) ❑ Seattle EnvStd El Systems Analysis Occupancy Group 01) Nonresidential 0 Multifamily Residential Climate Zone ® Climate Zone 1 0 Climate Zone 2 ( See WSEC 302.3 for county list) Fenestration Area Calculation These fenestration arid wall values are calculated per Inputs provided In the FNV-UA form. In the etectron!o form these cells auto -fill and cannot be edited. Total Fenestration (rough opening) Gross Exterior (vertical & overhd) divided by Wall Area Imes 100 equals % Fenestration 436.0 ÷ 2734.0 X 100 = 15.9% Semi - Heated Path O es Allowable ;f project meets all requirements as defined in sedion 1310.2. Only allowed as y prey ript ee path and must be calculated scparatety Irom other condidoned spaces. Limited to no reduced wall ;neulalen levels. Require; other Fuel healing and qualifying thermostat. Envelope Requirements (enter values as applicable) Minimum insulation R- values Roofs - Insulation Above Deck R38 Roofs - Metal Building Non -Metal Frame Roofs - Single Rafter Roofs - Attic and All Others Walls - Mass Entrance Door Walls - Metal Duilding Walls - Steel Framed Walls - Wood Framed and Other R21 Floors - Mass Floors - Steel Joist Floors - Wood Framed and Other Opaque Doors - Non - Swinging Maximum F- factors Slabs -on -Grade - Unheated R10 w /some w Slabs -on -Grade - Heated l Notes: REVIEWED FOR CODE COMPLIANCE APPROVED SEP 2 0 2011 City of Tukwila BUILDING DIVISION ithout Envelope Requirements ( continued ) Maximum U- factors Vertical Fenestration Non -Metal Frame Metal Frame 0.40 Entrance Door Skylights - Without Curb Skylights - With Curb Opaque Doors - Swinging 0.60 Opaque Doors - Non - Swinging Maximum SHOC (or SC) Vertical Fenestration Nen -North 0 .4 0 North Skylights CITY OF CORREArION SEP 071011 lTR #_?� PERMITCEPITElp o'1 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Envelope ;Summary (back)Zone 1 Non - Residential ENV-SUM 2009 Washington State Energy Code Compliance Foims for Nonresidential and Multifamily Residential Revised i otr wuy 2011 Minimum Requirements for Pres criptive Option Use table to determine if project qualifies for the optional Prescrtptive Option. All components must meet the stated Climate Zone Climate Zone I Climate Zone 2 Occupancy Group Nonresidential Residential, Other than Single - Family Nonresidential Residential, Other Single - Family Opaque Elements Iminit,tion Min. R -Value Roofs _ Insulation Entirely above Deck R -30 c.i. R -38 c.i_ R -38 c.i. R -30 e.i. Metal Building R -25 +R -1 11.s R -25 + R-11 Ls R-25 + R -11 Ls R -25 + R-11 Ls Single-Roller R -38 R -38 R -38 R -38 Attic and Other R -38 adv or R-49 R -38 adv or R-49 R -38 adv or R -49 R -38 adv or R-4 Walls, Above -grade Mass R -5,7 t:.i. t R -11.4 c.i. t R -7.6 c.i. R-11.3 c.i. Metal Building R- I3 +R•7.5c.i. R- 19 +R- 8.5c_i. R-13 + R-7.5 c.i. R- 19 +R -16c.i Steel framed R -13 + R- 7.5c.i. R -19 + R -8.5 c.i. It- 13 + R -7.5 c.i. R -19 +R-14 c.i Wood Framed and Other R -21 12 -13 + R- 6 c.i. R -13 + R -7.5 c.i., or R -21 •t• R -2.5 c.i. R -21 + R -5 c.i. Below Grade Wall Same as above grade Stone as t bove grade Floors Mass R -30 c.i. R -30 c.i. R -30 c.i. R -30 c_i. Steel Joist R -38 + R-4 c.i. R -38 + R-4 c.i. R -38 + R-4 c.i. R -38.0 + R -4 e i Wood Framed and Other R -30 12 -30 R -30 R -30 Slab- On-Grade Floors t!nheattxl R -10 for 24 in. (with thermal break) R- 10 for '24 in. (with titcrtnal break). R -10 for 24 in. (with thermal break) R -10 for 24 in. (w thermal break) Heated R- I0 c,i.(wilh !hernial break) R -10 c.i. (with thermal break) R- 10 c.i. (with thermal break) R -10 c.i. (with the/ break) Opaque Doors Maxitminr U- Factor Swinging U -0.600 U -0.400 U -0.609 U -0.400 Non- Swinging U- 0.600 U -0.400 U -0.609 U -0.400 Fenestration 0 -40% of Wall Assembly Maximum 0-factor (NFRC Rated) Verdeal Fenesbaion Nonmetal framing U -0.32 Il -0.32 U -0.32 U -0.32 Metal farming U -0.40 0-0.40 U -0.4p0 U -0,40 Emma: doors U -0.60 U -0.60 U -0.60 U -0.60 Skylighav Without curb (i.e. sloped U -0.50 U -0.50 U -0.50 U -050 With curb (i.e. individual unit U -0.60 0-0.60 U -0.60 U -0.60 Fenestration 0 -40% of Wall Assembly Maximum SHGC Factor Vertical Fenestration SI1CC -0.41) all, OR ' SHGC -0.45 :1111'1.1)S permanent PF > 0.50 on west. smith, east No Requirement SHGC -0.40 all, OR SHGC -0.45 all PLUS permanent PF > 0.50 on west, south, east No Requirement Skylights SHGC -0.3S SHGC -0.35 SI4GC -0.35 SIIGC -0.35 The following definitions apply: c.i. = continuous insulation, Ls = liner system (see definitions) Pool nmo I: 7rnc I, nonresidential walls may he ASTIMI C90 concrete block walls, ungroutcd or partially grouted at 32 inches or less on center vcnically and 43 inches or ices on center horizontally, with ungruutcxi cores filled with material laming a nw.aintu« t thcr,mtl conductivity of 0.44 titt1- in/l1•f12• r. Envelope UA Calculations Zone 1 Non - Residential, ENV -UA Remo = abroad 2011 2009 Washirtdtton State Enerpv Code Compliance Forms for Nonresidential and Multifamily Residential Project Address Taco Time Date 09/31/2011 Occupancy Group 0 Nonresidential n Multifamily residential Clear For Bullring Department Use - Climate Zone Q zone 1 0 Zone 2 Fenestration Area as % gross exterior wall area 15.9' Max, Target: 40.0% Notes: 1: If fenestration area exceeds maximum allowed. then calculate adjusted areas on Target Area Adjustment sheet on the backside of the ENV -SHGC form. 2: U- factors shall come from chapter 10 or calculated per 1332. See the ENV -CHK worksheet for example of how to complete fhe rows on this form. Building Component Provide assembly ID & page/plan al fur each bldg. element Proposed UA U- factor x Area (A) = UA (U x A.: Target UA U- f3:ctor x Area (A) = UA (U x A) 8 rr R= ID; R= ID; R= 10: 0.027 2354 j 63.8 0.034 i 2364 i 80.4 Above Deck Insulation U -0.034 3R= R= 10: 9= ID: 10: 0.031 1 Metal Building 1.1-0.031 6 0 n= ID: 9= ID; Fl= ID: 0.027 Single raft, attic, other U -0.027 ? 2 �, u. g g R= IU: R= ID: R= ID: R= ID: 0.064 I Steel framelmetal bldg 13-0.064 Q if= y R= ID: R= ID: ID: R. 10: 0.057 3298 131.0 0.057 I 2298 131.0 Wood Frame, other U -0.057 O IA It= ID: R= ID: ID: Ft= ID: Proposed assembly U- factor from Tables 10 -5 thru 10 -5B 0.150 I Mass Wall U -0.150 i S m-1 8 R= ID: R= ID: 9= ID: Proposed assembly U- factor from Tables 10-5 thru 10 -5B. Do NOT use Table 10-1. 0.150 I Assumed to be Mass Wall U -0.150 m w 8 oa U= ID: U= ID: U= ID: 0.60 I j All Doors 0 -0.60 , iQ R. ID: R= ID: R= ID; 4 0.029 I 1 Floors U -0.029 F- factor x Perimeter = UA(U x A) F- factor x Perimeter = UA (U x A) R= ID: R= ID: R= ID: 0.540 0.730 198 12 106.9 s . s 0.540 I 210 I 113.4 Slab -On -Grade U -0.540 I Slab-on E = R= ID: R. ID: Proposed assembly F•factors can use the unhealed values in Table 10-2 0.360 Heated Slab -On -Grade U -0.360 `Zgn.Qy1 C;yep Item tirMan i le 10--bo valu I . be must v ea sae �olno a urrements. a values. mans must Page 1 Subtotal Continue on to back of form Area UA 4872 310 I Area 4972 UA 325 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Envelope UA, continued. __ Zone 1 Non - Residential { ..ENV -UA Project Address Teo Tuna Date 08/31/2011 4872 Fenestration Area as % gross extariar wall area 15.9% Max Target 40.0% For Building Department Use Notes: 1: If fenestration area exceeds maximum allowed, then calculate adjusted areas on Target Area Adjustment sheet on the backside of the ENV -SKGC form. 2: Provide NFRC or Table 10-6 U- factor (See Section 1312.1) for fenestration assemby (combined See the ENV -CHK worksheet for example of how to complete the rows on this form. 'Building Component Provide assembly ID & page /plan ll. for each bldg, element Proposed UA U- factor x Area (A) = UA (U x A; Target UA U- factor x Area (A) = UA (U x A) Vertical Fenestration Metal Frarre1 U- ID: Um ID: U= ID: U= ID: 0.40 436 174.4 0.40 i 436 1 174.4 Metal Frame U -0.40 i9 5 z U= ID: - U= ID: U= ID: U= ID: 0.32 Non -Metal Frame U 4132 5 8 m t. U= ID: W ID: U= ID: U= ID: 0.60 I I Metal Entance Door U -0.60 a L d 2 U= ID: U= ID: U= ID: U= ID: 0.50 I I Without Curb U -0.50 rn I With Curb I U= ID: U= ID: U= ID: U= ID: 0.60 I I Including Curb 11-0.60 Page 2 Subtotal Page 1 Subtotal To comply: 1) Proposed Total UA shall not exceed Target Total UA. 2) Proposed Total Area shall equal Target Total Area. Total Area UA 436 174 4872 310 5308 485 Area UA 436 174 4872 325 5308 499 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily SHGC Calculation Zone 1. Non - Residential ENV -SHGC rms for Nonresidential and MulVfamIly Residential nesea retivary S5l t Project Address Taco Time Date 09/31/2011 Fenestration Area as % gross exterior well area 15.91s jj Prop j401' Max Target For Eluildirtg Department Use Prescriptive PF Credit 0 Yes I) No Vertical North Facing Credit (1323.3 Exp. 2) v Yes (.07) No Notes: To comply the Proposed total SHGC x A for all fenestration (vertical & skylights) shall not exceed Target total SHGC x A. If the north facing credit is used then the north and non-north must comply separately with skylights being included with the non -north vertical fenestration. Skylights Proposed SHOO List ID & page e. NFRC or glass only SHGC' x Area (A) = SHGC x A Target SHGC SHGC x Area (A) = SHGC x A ID: ID: ID: ID: ID: 936.0 174.4 0.35 I Criteria SHGC All 0.35 ' Note: Manufacturers SC may be used in lieu of SHGC. Totals Nonresdential comnliance is based upon combined akvliaht arrd vertical 174.4 Totals' . I tenestration performance. Residential compliance is based upon skylight only. All Non -North Vertical Fenestration++ Proposed SHGC List ID 8 page ft, NFRC or glass only SHGC+ Pi: PF Adjusted Mutt` SHGC x Area (A) = SHGC x A Target SHGC SHGC x Area (A) = SHGC x A ID: ID: ID: ID: ID: ID: ID: ID: ID: ID: 10.40 1.00 0.40 I 436 I I! 174 0.40 i 436 i 174.4 Criteria SHGC All 0.40 Prescriptive PF 0.45 ++Nate: if projection factors or north vertical glazing credit are used Totals then vertical fenestration must be entered according to orientation. if neither are used then vendee' fenestration can be entered in either section. Non -North + Note: Manufacturer's SC may be used in lieu of SHGC. Fenestration that 436.0 174.4 Totals 936.0 174.4 Total 174.4 174.4 separates conditioned apace from a non- conditlonod or semi - conditioned space shall be listed here with a proposed SHGC equal to the target value. ' Note_ MuIdetlers only an0I If prasedotive PF credit not used. North Vertical Fenestration++ Proposed SHGC List ID 8 page It, NFRC or glass only SHGC+ PF PF Adjusted x Area (A) = SHGC x E Mutt' SHGC Target SHGC SHGC x Area (P.) = SHGC x A ID: ID: ID: ID; ID: ID: I 1 Criteria Mixed North Orientation Separate NI 0.40 0.45 Prescrpt P 0.45 0.50 North Total ' I 1 For compliance: Proposed total SHGC x A shall not exceed Target total SHGC x A. If north glazing credit is used then north lacing vertical fenestration must comply separately from non•rorth vertical fenestration and Skylights. Grand Total Area I SHGC x A Area Stifle x A Grand I 436 .0 Total 174.4 2009 Wasnington State Energy Code Compliance Forms far Nonresidential and Multifamily Target Area Adjustment Calculations 2009 Washington State L"nergy Code Compliance Forms for Nonresidential and Multifamily Residential Project Address - Taco Time 'Date Rerisea February 201; 08/31/2011 If tho total fenestration area as a % of gross exterior wet area (calculated on ENV -SUM) exceeds the maximum allowed In Table 13 -1. then this calculation must be submitted Use Ire resulting areas in the Target UA and SHGC calculations above. SKY = Skytlght. Refered to as overhead glazing In WSEC 1333 & 1334 and equations 13 -1 & 13-2. VF = vertical fenestration. Refered in as vertical glazing In WSEC 1333 & 1334 and equations 13 -1 & 13-2. 14W = ner wail (excludes fenestration, BO. and doors.) DBG = Doors and below grade wall. Total Fenestration = SKY + VF. Gross Exterior Wail Area= VF .r NW + Iaf.IG Fenevtrm:on -> Opattue -� Gross Exterior Wall Area Proposed Areas Above Grade Walls Coors & SG Walls SKY= VFW 436.0 r.:..; { # >O • :.x;``: t :,! :a ' „; ?�w; ;; ; . - .x :;. w ^`,. . NW` 2298.0 DG' 2734.0 I . Total Fenestration 436.0 I Total Fenestration 438.0 X Max Fencstral'on % (Table 13 -1) 40.0% Maximum Tanjel _ ( 1093.6 Nel AG Wall Area 22g&0 100 Maxim::m Target Fenestration Area 1093.6 I Excess Fenestration Exams Fenestration / Target Fenestration 436.0 Excess Fenestration Vertical Fenestratllon metal frame non -metal frame metal entrance Skylight without carb with curb AG Wall Seel Framelmetal Wood/0010r frame Mass Sum of Proposed SHOO Calculation Skylights (all) Non -North Vertivai Fenestration North Vertica; Fenestration Target Net Wall Area 2298.0 Proposed Area 436.0 Propesert Area Proposed Area 2299.0 2734.0 x X X Total Fenestration 436.0 Net Wall 2298.0 Target VF Mull. 1.00 Target VF Malt. Ta Target Nat Wall Mutt. I 1.00 Target Area 436.0 Target Area Sum of Target 2734.0 Apply to all Proposed Fenestration Areas to get Target Fenestration Area Apply to all Proposed Opaque AG Wall Areas to gel Target Area Target areas in shaded boxes shall ha used as target areas on ENV - UA. Sum of Proposed most equal Su.n of Target. SH13C target areas in shaded boxes 3hal; be entered as target areas on ENV-t3HGC 2009 Washing on State Ene k) Code Corn lance Forms for Nonresidential and Multifamii Building Perrriit Plans Checklist 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Residential Prolect Address 'taco rista ENV -CHK 3M900 Footway 2011 spate 8/31/2011 The followin1gp information is necessary to deck a building permit application for compliance with the building envelope requirements in the Washington State Nonresidential Energy e. AppIoabi!ity (ycs,no.na) Code Socdpn Component Infertitration Required I Location on Plans I Building Department Notes GENERAL REQUIREMENTS (Sections 1301 -1314) 1301 Scope Unconceloned spaces dentilied oil plane a wowed Ig .A. 1310 2 Semi - hosted epaCC6 SConthmuod spao@s wrested on psis if avowed I tr.A. 1310.3 (`.cud Storage! re Mteratt All refrigerated spaces Identified on plans. ENV -RF3 completed. 1311 insulation Yea 131 +.1 Gerenal Installation indicate installation rethod. densities aril cieeruroes to adacvu intetdod H -value of all insulal.on materials Yes 1311 2 Pool /ceiling instil indicate R -value on roc' sections for atto and other roofs; indicate clearances for attic Insuladere Indicate baffles 11 cave vems Installed; Indicate face stapling of laced bats Aa • 1 Ica 1311.3 Wall insulation Indicate R -value and framing matethe on wall sections; Indicate face s1rlp*rng of laced balls; Indicate above grade exterior iraukttion is protected; IndlroU) mass of masonry wills if mass wall clamed indicate bosedif core insulation tar masorry wale as necessary indicate frekpienni of grouted cores and band beams as necessary A2.1 e -a. 1311.4 floor IneLlaticr Indicate n -value on llcor sections; Indicate substantial contact with surface; Indicate supports not more than 24' o.c.: Indireee that inswafion does not Mock airflow through foundation vents. Yea 1311.5 Stab-on-grade floor Indicate H -value on wall seobon or foundation detail; Indic to slab insulation extends rkrsr vorticaIy 24° from top; Irtdillate above grads exterior induration is protected A2.1 11.5. 1311.0 Radiant floor Indicate R -value on wall section or foundation detail; Indicate slab insulation extends down vertIcaly 36' from the top; indicate above grads exterior insulation is protected; Indicate insulation also ender ertle slab where retidd. try Official Yea 1312 Glazing and doors Provide calculation of vertical and overhead glazing area as percent of gross was area Yee 1312.1 U- factors Indicate glazing and door U- factors on glaring and door schedule (provide area - weighted calculations as necessary); Indicate If values are NFFIC or default, If default then specify frame type, gluziny lavers. gapwidh, loweo coat'vesc, gas filing za • 1 Yea 13122 SHOO & SC hadcate glazing solar heal gain coefficient or shading coefficient on glazing schedule (provide area-weepiest mbulatins by nrienlation as necessary) As .1 1313 Moisture control Yea 1313.1 Vapor retarders Indicate vapor retarders applied to warm side of insulation A2.1 Yea 13182 RoeUoelanlj vap.rel. Indicate vapor retarder on roof section; a sac exception Indicate yap. retard. with sealed seams for ran-wood structure 742.1 A2.7 Yea 1313.3 Wall vapor retarder hxhcatc vapor retarder ue well section A2.1 N.A. 1313.4 Floor vapor retarder Indicate vapor retarder an fluor section N.A. 1313.5 Crawl space yap. ret indicate required grade ground cover with required overlapping. 1314 Air leakage Yee 1314.1 Btdg. envet sealing Indicate searing, caulking, gateme tg, and weatherstripping A2.1 Yea 1314.2 Glazing/door seating Specify maxdrnuin air kuakage rules for fensstrutiar tied duo products A2.1 Yea 1314.3 Assent. as duds Indicate seafmg, caulking and gasketirlg N.A. :314.4 Recessed Lighting Fixtut. Indicate IC rating` ASTM E263 cert., and gaaicettng or caul dng to ceiling N.A. 1314.11 Loading Dock Seal Indicate nttatherseal at cargo and loading dock doors fr. A. 1314.6 Continuous Air Barrier Indicate air barrier sealing on nil roof, was & floor details Indicate leakage testing method. Provide testing results to building official. Max. leakage of 0.40 cfneft2 at 0.3 inch w. . PRESCRIPTIVE PERFORMANCE Sections 1320 -1323) ENV -SUM Form Completed and attached. Yea 1323 diaz'ng Indicate manner of gtvi.ng panes and location of emissivity coating or exception taken COMPONENT PERFORMANCE Sections 1330 -1338) I ENV SUM. ENV-UA. 18 ENV-SHyC Forms C! rnplrse d and attached. If "no° Is shown for any question, provide trephination: 4 2009 Washington State Energy Code Compliance Form for Nonresidential and Multifamily Residential Interior Lighting Summary. LTG -INT 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Residential Revised November 2010 Project Info Project Address TACO Tnis Date 7/28/2011 15031 Tukwila International Blvd. For r f 1py r1110 Tukwila, Washington Applicant Name: - 1),.......%1A Applicant Address: - 729 Applicant Phone: - Project Description ❑ Plans Included requirements. '/ New Building ❑ Addition ❑ Alteration Refer to WSEC Section 1513 for controls and commissioning Compliance Option 0 Prescriptive Q Lighting Power Allowance 0 Systems Analysis (See Qualification Checklist (over). Indicate Prescriptive & LPA spaces clearly on plans.) Alteration Exceptions (check appropriate box - sec. 1132.3) ❑ No changes are being made to the lighting and space use not changed ❑ Less than 60% of the fixtures new, installed wattage not increased, & space use not changed. Maximum Allowed Lighting Wattage Location (floor plan/room #) Occupancy Description Allowed Watts per ft2'" Gross Interior Area in ft2 Allowed x Area Main Area Fast Food Establishment 1.33 729 970 KITCHEN Exception 5: Ceiling at 11' -0" (2ft additional height) 1.38 732 1010 KITCHEN Exception 5: Ceiling at 9' -6" (Gin additional height) 1.34 805 1079 •* From Table 15-1 (over) - document all exceptions on form LTG -LPA Proposed Lighting Wattage Total Allowed Watts 3058 Location (floor plan/room #) Fixture Description Number of Fixtures Watts/ Fixture Watts Proposed BESTRODE Ti - RECESSED 2x2 LED FIXTURE 2 41 82 KITCHEN F2 - RECESSED FLUORESCENT 2x4 FIXTURE, (2) 32w TB 15 68 1020 KITCHEN F3 - RECESSED FLUORESCENT, 54w TSxO 4 54 216 R1 - RECESSED LED CAN LIGHT 16 16 250 DINNIh DINNING P1 - LED PENDANT FIXTURE 5 7 35 DINNING P2 - CFL PENDANT FIXTURE (3)26w CFI 8 78 624 DINNING TRACK IN LINEAR FT 500w TOTAL W/ CURRENT LIMITER 10 50 500 DINNING T4 - MONO- POINT LED TACKHERD RF\ /IE`NlED FOR 8 32 259 COOLER FREEZER - LED RETROFIT C O n C ..`` Q a4 P l A ik 54 12 48 Exit Sign .^^ APP Type '7x1' - (1) LED exit sign Z fVFF 6 3 18 SEP 2 u ZU11 Notes: Total Proposed Watts may not exceed Total Allrwed Watts for Interior Total Proposed Watts City of Tukwila BUILDING DIVISION 1. For proposed Fixture Description, indicate fixture type, 18mp type,4&g. :f_48).numberdoUampslin the fixture, and ballast type (if included). For track lighting, list the length of the track (in feet) in addition to the fixture, lamp, and ballast information. 2. For proposed Watts/Fature, use manufacturer's listed maximum input wattage of the fixture (not simply the lamp wattage) and other criteria as specified in Section 1530. For line voltage track lighting, list the greater of actual luminaire wattage or length of track multiplied by 50, or as applicable, the wattage of current limiting devices or of the transformer. For low voltage track lighting list the transformer rated wattage. 3. List all fixtures. For exempt lighting, note section and exception number, and leave Watts/Fixture blank. 3052 RECEIVED AUG 03 2011 CORRECTION t z P�IT6EN'jER TR# s 2009 Washington State Energy Code Compliance Form for Nonresidential and Multifamily Residential Interior Lighting Summary (back) LTG -INT 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Residential Revised November 2010 Prescriptive Spaces Occupancy: Q Warehouse or Parking Garage QQ Other Qualification Checklist Note: It occupancy type Is "Other" and fixture answer is checked, the number of fixtures in the space is rot limited by Code. Cleanly indicate these spaces on plans. If not qualified, do LPA Calculations. Lighting F (Section 1521) • 0.85 Office buildings, office/administrative areas in facilities of other use types (Including but not limited to schools, hospitals, institutions, museums, banks, churc hes)5 .i Check if 95% or more of fixtures comply with 1,2 or 3 and rest are ballasted. 1.10 1 . Fluorescent fixtures with a) 1 or 2 two lamps, b) reflector or louvers, c) 5-60 watt T -1, T -2, T-4, T -5, T-8, or CFL lamps, and d) hard -wired electronic dimming ballasts. Screw -in CFL fixtures and tracking lighting do not qualify. 2. Metal Halide with a) reflector b) ceramic MH lamps < =150w c) electronic ballasts 3. LED lights. TABLE 15 -1 Unit Liahtinta Power Allowance (LPA Use' LPA (WHO Use' LPA` (W/fe) Automotive facility 0.85 Office buildings, office/administrative areas in facilities of other use types (Including but not limited to schools, hospitals, institutions, museums, banks, churc hes)5 0.91 Convention center 1.10 Parking garages 0.20 Courthouse 1.10 Penitentiary and other Group 1 -3 Occupancies 0.90 Cafeterias, fast food establishments', restaurants/bars5 1.20 Police and fire stations 0.90 Dormitory 0.85 Post office 1.00 Dweling Units 1.00 Retail' ", retail banking, mall concourses, wholesale stores (pallet rack shelving) 1.33 Exercise center 0.95 School buildings (Group E Occupancy only), school classrooms, day care centers 1.00 Gymnasia, assembly spaces 0.95 Theater, motion picture 0.97 Health care clinic 1.00 Theater, performing arts 1.25 Hospital, nursing homes, and other Group I-1 and 1 -2 Occupancies 1.20 Transportation 0.80 Hotel/motel 1.00 Warehouses 0.50 Laboratory spaces (all spaces not classified "laboratory" shall meet office and other appropriate categories) 1.62 Workshops 1.20 Laundries 1.20 Libraries' 1.20 Plans Submitted for Common Areas Only' Manufacturing faculty 1.20 Main floor building lobbies' (except mall concourses) 1.10 Museum 1.00 Common areas, corridors, toilet facilities and washrooms, elevator lobbies 0.80 Footnotes for Table 15 -1 1) In cases in which a general use and a specific use are listed, the specific use shall apply. In cases in which a use is not mentioned specifically, the Unit Power Allowance shall be determined by the budding official. This determination shall be based upon the most comparable use specified in the table. See Section 1512 for exempt areas. 2) The watts per square foot may be increased, by 2% per foot of ceiling height above 20 feet, unless specifically directed otherwise by subsequent footnotes. 3) Watts per square foot of room may be increased by 2% per foot of ceiling height above 12 feet. 4) For all other spaces, such as seating and common areas, use the Unit Light Power Allowance for assembly. 5) Watts per square foot of room may be increased by 2% per foot of ceiling height above 9 feet 6) Reserved. 7) For conference rooms and offices less than 150f12 with full height partitions, a Unit Lighting Power Allowance of 1.1 w/ft2 may be used. 8) Reserved. 9) For indoor sport tournament courts with adjacent spectator seating over 5,000, the Unit Lighting Power Allowance for the court area is 2.60 W/R2. 10) Display window illumination installed within 2 feet of the window, provided that the display window is separated from the retail space by walls or at least three-quarter-height partitions (transparent or opaque) and lighting for free-standing display where the lighting moves with the display are exempt. An additional lighting power allowance is allowed for merchandise display luminaires installed in retail sales areas that are specifically designed and directed to highlight merchandise. The following additional wattages apply: i. 0.6 watts per square foot of sales floor area not listed in items ii and iii below; ii. 1.4 watts per square foot of furniture, clothing, cosmetics or artwork floor area; or iii. 2.5 watts per square foot of jewelry, crystal or china floor area. The specified floor area for items i, ii, or iii above, and the adjoining circulation paths shall be identified and specified on building plans. Calculate the additional power allowance by multiplying the above LPDs by the sales floor area for each department excluding major circulation paths. The total additional lighting power allowance is the sum of allowances for sales categories I, ii, or iii plus an additional 1,000 watts for each separate tenant larger than 250 square feet in area. The additional wattage is allowed only if the merchandise display luminaires comply with all of the following: (a) Located on ceiling - mounted track or directly on or recessed into the ceding itself (not on the wall). (b) Adjustable in both the horizontal and vertical axes (vertical axis only is acceptable for fluorescent and other fixtures with two points of track attachment). This additional lighting power is allowed only if the lighting is actually installed and automatically controlled, separately from the general lighting, to be turned off during nonbusiness hours. This additional power shall be used only for the specified luminaires and shall not be used for any other purpose. This additional lighting power is allowed only if the lighting is actually installed. 11) Provided that a floor plan, indicating rack location and height, is submitted, the square footage for a warehouse may be defined, for computing the interior Unit lighting Power Allowance, as the floor area not covered by racks plus the vertical face area (access side only) of the racks. The height allowance defined in footnote 2 applies only to the floor area not covered by racks. a 2009 Washington State Energy Code Compliance Form for Nonresidential and Multifamily Residential Brio 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Residential Revised November 2010 Project Info Proj Addres:Taco TIM Date 7/28/2011 15037 Tukwila International Blvd. For Building Department Use Tukwila, Washington Name: - Appl_ Name - Appl. Phone - Project Description 4 New ❑ Addition II Alteration ■ Plans Included SL2 - Pole mounted double head -(2) MH lamp Refer to WSEC Section 1513 for controls and commissioning requirements. Lighting Zone (as specified by Jurisdiction) 0 Zone 1 Zone 2 Q Zone 3 0 Zone 4 Compliance Option I O Lighting Power Allowance Q Systems Analysis Building Grounds (luminaires > 100 Watts) ❑ Efficacy > 60 lumensNV ❑ Controlled by motion sensor ❑ Exemption (list) Alteration Exceptions (check appropriate box - sec. 1132.3) ❑ No changes are being made to the lighting and space use not changed. ❑ Less than 60% of fixtures are new, installed wattage not increased, & space use not changed. Tradable Maximum Allowed Lighting Wattage Base Site Allowance: 750 Tradable Surfaces Description Allowed Watts per t12 or per If Area (tt`), perimeter (lt) or # of items Allowed Watts x ft (or x If) Uncovered Parking and drives Site Area 0.10 W/ft2 25619 2562 Total Allowed Tradable Watts: 2562 Tradable Proposed Lighting Wattage (use mfgr listed maximum input wattage for luminaire.) Surface Fixture Description Number of Fixtures Watts/ Fixture Watts Proposed Site Lighting SL1 - Pole mounted single head -(1) MR lamp 2 350 700 Site Lighting SL2 - Pole mounted double head -(2) MH lamp 1 700 700 Site Lighting Type W3 - wall sconce, (1)18W CFL LAMP 1 1050 1050 SL3 - Pole mounted triple head -(3) MS lamp Total proposed tradable watts may not exceed the sum of total allowed tradable watts plus Total Proposed Tradable Watts:l 2450 the base site allowance. Any base site allowance not needed to make tradable watts comply can be applied to individual non - tradable categories. Non - Tradable Maximum Allowed Lighting Wattage Base Site Allowance Remaining: 750 Non - Tradable Surfaces Description Allowed Watts per ft2 or per If Area 0t2), perimeter (If) or # of items Allowed Watts x ft2 (or x If) Bldg. Facade (by perim) 52 3.75 W/If 653 2449 12 100 1200 Bldg. Facade (by perim) Type W3 - wall sconce, (1)18W CFL LAMP 4 18 72 Bldg. Facade (by perim) Type W3 - wall sconce, (1)18W CFL LAMP (em) Non - Tradable Proposed Lighting Wattage Surface Fixture Description Number of Fodures Watts/ Fixture Watts Proposed Bldg. Facade (by perim) Type W1 - wall sconce, (2)26W cfl LAMP 2 52 104 Bldg. Facade (by perim) Type W2 - WALL PACK, 100W LAMP 12 100 1200 Bldg. Facade (by perim) Type W3 - wall sconce, (1)18W CFL LAMP 4 18 72 Bldg. Facade (by perim) Type W3 - wall sconce, (1)18W CFL LAMP (em) 2 18 36 Non - tradable proposed watts may not exceed allowed watts for any individual surface unless the total excess watts for all non-tradable surfaces are less than the remaining site allowance. Total excess Non - Tradable watts: Site Allowance Balance: 0 750 2009 Washington State Energy Code Compliance Form for Nonresidential and Multifamily Residential z =te;rio mmaxry ,(back 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Residential TABLE 15 -2B LIGHTING POWER DENSITIES FOR BUILDING EXTERIORS Revised November 2010 Specific area description Base site allowance' Zone 1 500 W Zone 2 600 W Zone 3 750 W Zone .4 13(10 W Tradable Surfaces 2 Uncovered Parking Areas Parking lots and drives 0.04 Wft2 0.06 W ft' 0.10 W ft' 0.13Wft2 Building Grounds Walkways less than 10 ft wide (1.7 W linear foot 0.7 W linear foot 0.8 W linear foot 1.0 W linear foot Walkways 1() ft wide or greater Plaza areas Special feature areas 11.1.Wft2 0.14Wft' 0.16 W 112 0.2Wft= Exterior Stairways (1.75Wft' 1.0wft' 1.0W ft= 1.0 W ft= Pedestrian tunnel 0.15Wft2 0.15Wft= 0.2 W ft' 0.3Wft= Landscaping 0.04Wft- 0.05 W. ft2 0.05 W ft' 0.05 W ft' Building Entrances and Exits Main entries 20 W linear foot of door width 20 W linear foot of door width 311 W linear foot of door width 30 W linear foot of door width Other doors 20 W linear foot of door width 211 W linear foot of door width 20 W linear foot of door width 20 W linear foot of door width Entry canopies 0.25Wft2 0.25 W ft2 0.4Wft= ((.4 W ft= Sales Canopies Free standing and attached 0.6 W ft= 0.6 W ft= 0.8Wft= 1.0 w ft= Outdoor Sales Open areas` 0.25Wft2 (125 W ft- 0.5 W ft= 0.7W ft= Street frontage for vehicle sales lots in addition to -open area- allowance No Allowance 10 W linear foot 10 W•linear foot 30 W linear toot Non - Tradable Surfaces4 Building Facades No Allowance 0.1 W ft= for each illuminated wall or surface' 0.15W ti= for each illuminated wall or surface" 0.2Wfefor each illuminated wall or surface Automated teller machines and night depositories 270 W per Jocation' 270 W per location' 27(1 W per location' 270 W per location' Entrances and gatehouse inspection stations at guarded facilities (1.75 W ft2 of covered & uncovered area Loading areas for law enforcement, fire, ambulance and other emergency service vehicles 0.5 W ft' of covered & uncovered area Dlaterial handling and associated storage No Allowance I No Allowance No Allowance 10.5 W ft' Drive -up Windows & Doors 40(IW per drive - through Parking near 24 -hour retail entrances 80(1 W per main entry FOOTNOTES FOR TABLE 15 -2B: 1. Base site allowance may he used in tradable or nontradable surfaces. 2. Lighting power densities for uncovered parking areas, building grounds, building entrances and exits, canopies and overhangs and outdoor sales areas may he traded. 3. Including vehicle sales lots. 4. Lighting power density calculations for the tbllowing applications can he used only for the specific application and cannot be traded between surfaces or with other exterior lighting. The following allowances are in addition to any allowance otherwise permitted in the "Tradable Surfaces" section of this table. 5. May alternately use 2.5 watts per linear foot for each wall or surface length. 6. May alternately use 3.75 watts per linear foot for each wall or surface length. 7. May alternately use 5 watts per linear foot for each wall or surface length. 8. An additional 90 watts is allowed per additional ATM location. 2009 Washington State Energy Code Compliance Form for Nonresidential and Mull LI htin' ,4RMofior,s` and Transformer Permit` Plans Checklists {L G -CHK: 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Residential Revised November 2010 Project Address TACO TIM (Date 7/28/2011 The following information is necessary to check a permit application for compliance with the lighting, motor, and transformer requirements in the 2009 Washington State Nonresidential Energy Code. Applicability (yes, no, n.a.) Code Section Component Information Required Location on Plans Building Department Notes LIGHTING CONTROLS (Section 1513) Yes 1513.1 Local control /access Schedule with type, indicate locations Yes 1513.2 Area controls Maximum limit per switch Yes 1513.3 Daylight zone control Schedule with type and features. indicate locations N.A. vertical glazing Indicate vertical glazing on plans N.A. overhead glazing Indicate overhead glazing on plans N.A. 1513.4 Display /exhib /special Indicate separate controls N.A. 1513.5 Exterior shut -off Schedule with type and features, indicate location Yes (a) timer w/backup Indicate location Yes (b) photocell. Indicate location N.A. 1513.6 Inter. auto shut -off Indicate location Yes 1513.6.1 (a) occup. sensors Schedule with type and locations N.A. 1513.6.2 (b) auto. switches Schedule with type and features (back -up, override capability): Indicate size of zone on plans N.A. 1513.7 Hotel /motel controls Indicate location of room master controls N.A. 1513.8 Commissioning Indicate requirements for lighting controls commissioning EXIT SIGNS (Section 1514) Yes 1514 IMax. watts 'Indicate watts for each exit sign I LIGHTING POWER ALLOWANCE (Section 1530 -1532) Yes 1531 Interior Lighting Summary Form Completed and attached. Schedule with fixture types, lamps, ballasts, watts per fixture Yes 1532 Exterior lighting Summary Form Completed and attached. Schedule with fixture types, lamps, ballasts, watts per fixture MOTORS (Section 1511) N.A. 1511 lElec motor efficiency IMECH -MOT or Equipment Schedule with hp, rpm, efficiency I I TRANSFORMERS (Section 1540) N.A. I 1540 'Transformers Ilndicate size and efficiency I I If "no" is circled for any question, provide explanation: rit 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Residential .Mechanical S;u Ti ry 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Residential Revised August 2010 Project Info FILE COPY Wino Project Address Taco Time Date 6/15/20111 15037 Tukwila International Blvd For Building Dept. Use Tukwila, WA Applicant Name: Applicant Address: Applicant Phone: Project Description Briefly describe mechanical system type and features. ❑ Includes Plans • i 2 Rooftop Gas Packs, Kitchen exhaust and Makeup Air System Include documentation requiring compliance with commissioning requirements, Section 1416. Compliance Option 0 Simple System O Complex System 0 Systems Analysis (See Decision Flowchart (over) for qualifications. Use separate MECH -SUM for simple & complex Equipment Schedules The following information is required to be incorporated with the mechanical equipment schedules on the plans. For projects without plans, fill in the required information below. Cooling Equipment Schedule Equip. ID Equip Type Brand Name' Model No.' Capacity2 Btu /h OSA CFM or Econo? SEER or EER IPLV3 Econmizer Option or Exception's Heat Recovery Y/N See Sheet MO1 Heating Equipment Schedule Equip. ID Equip Type Brand Name' Model No.' Capacity2 Btu/h OSA cfm or Econo? Input Btuh Output Btuh Efficiency" Heat Recovery Y/N See Sheet M01 —: Fan Equipment Schedule 1.'bo1..vva.,.to 'CODE:COMPL Fl Controfg PERMWfof,9elvice . .'\NCE Equip. ID Equip Type Brand Name' Model No.' CFM Sp' HP /BHP See Sheet M01 SEP 2 0 2011 • Cky1 r'UYL��`NC- cf iTu!.,i/Al.^.wA Dr ^((//���� ! !O!"! 'If available. 2 As tested according to Table 14 -1A through 14 -1G. 3 If required. ° COP, HSPF, Combustion Efficiency, or AFUE, as applicable. s Flow control types: variable air volume(VAV), constant volume (CV), or variable speed (VS). 6 Exception number from Section 1433. RECEWED JUN 16 2011 PERMIT CENTER Dpi -172 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Residential t Mechanical- Complex'' 2009 Washington State Energy Code Compliance Forms ��, +-a day it -Y.- �. Systems :Checklist .� ti = ,.j w :.' MECH-COMP for Nonresidential and Multifamily Residential Revised August 2010 Project Address Taco Time Date 6/15/2011 The following additional information is necessary to check a mechanical permit application for a complex mechanical system for compliance with the mechanical requirements in the Washington State Nonresidential Energy Code. Use the checklist as a reference for notes added to the mechanical drawings (see the MECH -CHK checklist for additional requirements). This information must be on the plans since this is the official record of the permit. Having this information in separate specifications alone is NOT an acceptable alternative. For Building Department Use Applicability (yes, no, na) Code Section Component Information Required Location on Plans Building Department Notes ADDITIONAL CHECKLIST ITEMS FOR COMPLEX SYSTEMS ONLY N.A. 1431.1 Field assem. sys. Provide calculations for total onsite energy input/output to equip. Yea 1431.2 System Sizing Indicate equipment & system sizing complies with 1431.2 N. A. 1432.1 Setback & shut -off Indicate separate systems or show isolation devices on plans N.A. 1432.2.1 Air system reset Indicate automatic temperature reset & operation sequence N.A. 1432.2.2 Hydr. Sys. reset Indicate automatic temperature reset & operation sequence N.A. 1432.3.1 Hydr. Var. Flow Indicate variable flow method for all applicable systems N.A. 1432.3.X Hydronic Isolation Indicate method of isolation for all applicable systems N.A. 1432.4 DOC Capabilities Indicate control capabilities including demand response setpoind adj. N.A. 1432.4 DDC data mgmt Indicate metering and trending capabilities. N.A. 1432.5 Pressure Reset Indicate static pressure reset for VAV systems Yes 1433 Air Economizer Indicate economizer on equipment schedule or provide calculations to justify exemption. Demonstrate higher efficiency equipment if required. N.A. 1433 Water Economizer Indicate water economizer and provide calculations showing compliance with 1413 if 1433 Exception 3 is utilized N.A. 1434 Separate air sys. Indicate special requirement zones and indicate systems N.A. 1435 Simul. htg. & clg. Indicate method of prohibiting simultaneous heating and cooling, or state excpetion and show supporting calculations N.A. 1436 Heat recovery Indicate heat recovery of all applicable systems on plans; complete and attach heat recovery calculations Yes 1437 Elec. motor effic. MECH -MOT or Equip. Schedule with hp, rpm, efficiency N.A. 1438 Variable speed drives Indicate VS control or equivalent on schedules for all applicable equip. N.A. 1438.1 Heat Rejection Indicate heat rejection equipment types and fan types N.A. 1438.2 Hot Gas Bypass Indicate cooling equipment staging and capacity modulation abilities N.A. 1438.3 Large Volume sys Indicate multiple system rooms & indicate ventilation control Yea 1439.1 Kitchen Hoods Indicate source and conditioning of make -up air N.A. 1439.2 Laboratory Exhaust Indicate HR, VAV, semi - conditioned makeup, or CERM calc no is circled for any question, provide explanation: Decision Flowchart ( Start Here ) Use flowchart to determine how the requirements of the Complex Systems Option apply to the project. Refer to the indicated Code sections for complete information on the requirements. Section 1411.1 1 Equipment Efficiency j Shall Meet Tables 14 -1A through 14 -1G I ,G2s1Oil Furnace,, Input 225,000 '13tuh or Any Unit" Heater. ?' Yes 1411.1 110 & Power Venting or Damper. If input > 225,000 I Btuh then 1412.6 Modulating Controls Required Any Fuel Furnace., Space > 500sf.. n)0�, with Design > input , 225,000;: ' people per Btuh? Yes Section 1411.1 0.75% Maximum Jacket Loss Yes Section 1412.8 Ventilation Controls for High - Occupancy Areas.._T� .. � 0 . Field- Assembled . Equipment? I (continued on back) Yes 1_.. —' r Section 1431.1 j {j Section 1432.2.1 Calculations of Total I Supply Air Reset On -Site Energy Input ' Controls & Ouput Required j n Required !'Air System Serving Multiple Zones? Yes 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Residential Electric. Motors :. ,. ` ; _ MECH: -MOT 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Residential Revised August 2010 Project Address Taco Time Date 6/15/2011 Complete the following for all design A & B squirrel -cage, T -frame induction permanently wired polyphase motors of 1 hp or more having synchronous speeds of 3600, 1800 or 1200 rpm (unless one of the exceptions below applies). For Building Department Use Motor No. or Location HP Type (open/closed) Description of Application or Use Synch. Speed Min.Nom. Full load Efficiency RTU -1 1 closed Supply air blower motor 3600 86.0% RTU -2 1 closed Supply air blower motor 3600 86.0% Kinimun Nominal F till -Load Efficiencies (%) As of 1211912010 Exceptions: 1. Motors in systems designed to use more than one speed of a multi -speed motor. 2. Motors already included in the efficiency requirements for HVAC equipment (Tables 14- 1A or 14 -1B) . 3. Motors that are an integral part (i.e. not easily removed and replaced) of specialized process equipment (i.e. equipment which requires a special motor, such as an explosion - proof motor). 4. Motors integral to a listed piece of equipment for which no qualifying motor has been approved (i.e. if the only U.L. listing for the equipment is with a less - efficient motor and there is no energy - efficient motor option). For motors claiming an exception, list motor and note which exception applies. I Open Motors I Enclosed PJbtors Synchronous Speed RPM) 3,600 1,800 1,200 [ 3,600 1,600 1,200 Motor H P _ 1.0 77.0 65.5 82.5 77.0 85.6 82.5 1.5 84.0 86.5 86.5 84.0 86.5 87.5 2.0 85.5 86.5 87.5 855 86.5. 88.5 3.0 85.5 59.5 38.5 89.5 8g.5 89.5 5.0 6.5 86.5 89 89.5 88.5 89.5 8g 5 7 0 8.5 91.0 90.2 88.5 91.7 91.0 10.0 89.5 91.7 91.7 90.2 91.7 91.0 15.0 90.2 93.0 91.7 91.0 92.4 51.7 20.0 91.0 93.0 92.4 91.0 93.0 91.7 25.0 91.7 93.6 93.0 91.7 93.6 93.0 30.0 91.7 94.1 93.6 91.7 93.6 93.0 40.0 92.4 94.1 94.1 92.4 94.1 94.1 50.0 93.0 94.5 94.1 93.0 94.5 94.1 60.0 93.6 95.0 94.5 93.8 95.0 51.5 75.0 93.6 95.0 94.5. 93.6 95.4 95.4 100.0 93.8 96.4 95.0 94.1 95.4 95.0 125.0 94.1 95.4 95.0 95.0 95.4 95.0 150.0 94.1 95.8 95.4 95.0 95.8 95.8 200.0 95.0 95.8 95.4 96.4 96.2 95.8 250.0 95.0 95.8 95.4 95.8 96.2 95.8 300.0 95.4 95.8 95.4 95.8 96.2 95.8 350.0 95.4 95.8 95.4 95.8 96.2 95.8 400.0 95.8 95.8 95.8 95.3 96.2 96.8 450.0 95.3 96.2 96.2 95.8 96.2 95.8 5.00.0 95.8 96.2 98.2 95.8 96.2 95.3 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily 'Residential Mechanical Permit�� Plans`Checklist .�.�{ ,{ H ;y 7 �'?t£�f�F'�� ��� � ��. � � � �� �r� f6 ��n MECH -CHK Revised August 2010 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Residential Project Address Taco Time IDate 6/15/2011 The following information is necessary to check a mechanical permit application for compliance with the mechanical requirements in the Washington -SState Nonresidential Energy Code Applicability (yes, no, na) Code Section Component Information Required Location on Plans Building Department Notes HVAC REQUIREMENTS (Sections 1401 -1424) 1411 Equipment Performance Yes 1411.1 Minimum efficiency Equipment schedule with type, capacity, efficiency N.A. 1411.1 Combustion htg. Indicate intermittent ignition, flue /draft damper & jacket loss N.A. 1411.1 Air - cooled chiller Provide total air and water chiller capacity N.A. 1411.2.1 Water - cooled chiller Full -load and NPLV values adjusted for any non - standard condiitons N.A. 1411.4 Pkg. elec. htg.& clg. List heat pumps on schedule N.A. 1411.5 Unenclosed Heat Indicate radiant heat system and occupancy controls 1412 HVAC Controls Yes 1412.1 Temperature zones Indicate locations on plans Yes 1412.2 Deadband control Indicate 5 degree deadband minimum N.A. 1412.3 Humidity control Indicate humidistat Yes 1412.4 Setback and Shutoff Indicate thermostat with 7 day program capability & required setback Yes 1412.4.1 Dampers Indicate damper location, leakage rate, control type, & max. leakage N.A. 1412.4.2 Optimum Start Indicate optimum start controls N.A. 1412.5 Heat pump control Indicate heat pump thermostant & outdoor lockout on schedule N.A. 1412.6 Combustion heating Indicate modulating or staged control Yes 1412.7 Balancing Indicate balancing features on plans N.A. 1412.8 Ventilation Control Indicate demand control ventilation for high- occupancy areas N.A. 1412.9 Loading Dock & Garage Ventilation Indicate enclosed loading dock & parking garage ventilation system activation and control method. Yes 1422 Thermostat interlock Indicate thermostat interlock on plans N.A. 1432.2.1 Temperature Reset Indicate temperature reset method 1413 Air / Water Economizers Yes 1412.1 Single zone systems Indicate multiple cooling stage control capability. Yes 1413.1 Air Econo Operation Indicate 100% capability on schedule N.A. 1413.1 Wtr Econo Operation Indicate 100% capacity at 45 degF db & 40 deg F wb N.A. 1413.2 Wtr Econo Document Indicate max. OSA condition for design clg load & equipment performance data. Yea 1413.3 Integrated operation Indicate capability for partial cooling N.A. 1413.4 Humidification Indicate direct evap or fog atomization w/ air economizer 1414 Ducting Systems Yes 1414.1 Duct sealing Indicate duct design pressures and sealing requirements Yes 1414.1 Duct testing Indicate testing required Yes 1414.2 Duct insulation Indicate R -value of insulation on duct 1415 Piping Systems Yee 1415.1 Piping insulation Indicate R -value of insulation on piping 1416 Completion Requirements Yes 1416.3.2 System Balancing Indicate air and water system balancing requirements Yes 1416.3.3 Functional Testing Provide sequence of operations and test procedures. Yes 1416.3.4 Documentation Indicate O &M manuals, record drawings, staff training Yea 1416.3.5 Comm. Report Indicate requirements for final commissioning report Yes 1416.4 Compliance Chklist Submit to building official upon substantial completion. Yes Mechanical Summary Form Completed and attached. Equipment schedule with types, input/output, efficiency, cfm, hp, economizer 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Residential is t .t iy'. 7 - aS.:,. k- ,, ,.q: Mechanical PermitP`Rlans Checklist. Continued. Revised August 2010 2009 Washington Slate Energy Code Compliance Forms for Nonresidential and Multifamily Residential Project Address Taco Time (Date 6/15/2011 The following information is necessary to check a mechanical permit application for compliance with the mechanical requirements in the Washington State Nonresidential Energy Code. Applicability (yes, no, na) Code Section Component Information Required Location on Plans Building Department Notes SERVICE WATER HEATING AND HEATED POOLS (Sections 1440 -1454) 1440 Service water htg. N.A. 1441 Elec. water heater Indicate R -10 insulation under tank N.A. 1442 Shut -off controls Indicate automatic shut -off of circulators or heat trace Yes 1443 Pipe Insulation Indicate R -value of insulation on piping N.A. 1444 Pump Energy Indicate method of pump energy management (Sec 1438) N.A. 1445 Heat Recovery Indicate preheat capacity as % of peak service water demand. N.A. 1452 Heat Pump COP Indicate minimum COP of 4.0 N.A. 1452 Heater Efficiency Indicate pool heater efficiency N.A. 1453 Pool heater controls Indicate switch and 65 degree control N.A. 1454 Pool covers Indicate vapor retardant cover N.A. 1454 Pools 90+ degrees Indicate R -12 pool cover N • A. 1455 Heat Recovery Indicate method and capacity of exhaust air temperature reduction 1460 Cold Storage N.A. 1463 Evaporators Indicate motor type and speed control N.A. 1464 Condensers Indicate condenser cooling type, design wb temp and control N • A. 1465 Compressors Indicate design minimum condensing temp and control. If "no" is indicated for anv item in Sections 1401 -1424 or 1d4n -1dB5 nrnvirtp AYnfanatinn MECHANICAL PERMIT INFORMATION — 206 -431 -3670 MECHANICAL CONTRACTOR INFORMATION Company Name: Mailing Address: City Saute Zip Contact Person: Day Telephone: E -Mail Address: Fax Number: Contractor Registration Number: Expiration Date: Valuation of Mechanical work (contractor's bid price): $ 'J 000 ,�C Scope of Work (please provide detailed informatio( � (�� V J(t 7 I / 5 14C41-44 f ECE-C, Cool. 4 'E T . . 1 '& 2 -1co 1 dr -'(Jt Al U Use: Residential: New .... ❑ Replacement .... ❑ Commercial: New .,.. Replacement .... ❑ Fuel Type: Electric ❑ Gas.... Other: Indicate type of mechanical work being installed and the quantity below: Unit Type: Qty Unit Type: Qty Unit Type: Qty Boiler /Compressor: Qty Furnace <100K BTU Air Handling Unit >10,000 CFM Fire Damper 0 -3 HP /100,00013TU Furnace >I00K 13TU Evaporator Cooler Diffuser %c-- 3 -15 HP /500,000 BTU Floor Furnace Ventilation Fan Connected to Single Duct Z Thermostat z 15 -30 HP/I,000,000 BTU Suspended /Wall /Floor Mounted Heater Ventilation System Wood/Gas Stove 30 -50 HP/1,750,000 BTU Appliance Vent Hood and Duct Z Emergency Generator 50 +• I IP /1,750,000 I3TU Repair or Addition to Heat /Refrig/Cooling System Incinerator - Domestic Other Mechanical Equipment Air Handling Unit <10,000 CFM Z Incinerator — Comm/1nd l l4Applicanion Pons- Applications On Lines2010 Applications MO I 0 - Penult Apphcation.doc Revised: 7.20+0 bh Page 4o16 FILE COPY Voelker Engineering, Inc. 1911 116t Avenue NE, Bellevue, WA 98004 425- 451 -4946 Taco Time 15037 Tukwila International Blvd. Tukwila, Washington Structural Calculations May 9, 2011 JN 11038 Building Code: 2009 IBC Snow load: 25psf Roof Dead load: 18psf Wind: 85mph Exposure B Seismic: Soil class D, Ss = 1.58 INDEX Lateral analysis Roof framing REVIEWED FOR CODE COMPLIANCE APPROVED SEP 2 0 2011 City of Tukwila BUILDING DIVISION b11l7z PAGES L1 -12 R1 -7 IEXPIRES 9/21/ l2 RECEIVED JUN 16 2011 PERMIT CENTER Voelker Engineering, Inc. 1911 116th Avenue NE Bellevue, WA 98004 Taco Time - Tukwila 05/09/11 Lateral Analysis of Wind forces (ASCE 7 -05, 2009 IBC) Job 11038 Page L1 Design wind pressures and forces are determined per equations given in section 6.5.12 System Type Structure Type Equation Main Wind -Force Low -Rise Buildings p : gh•[(GCpf) - (GCpi)] Resisting System Gable Roof qh : at mean roof height h GCpf : given in Figure 6 -10 GCpi : given in Figure 6 -5 Velocity Pressure Calculations, qh Velocity pressure qh is calculated in accordance with section 6.5.10 qh = Velocity pressure @ mean roof height (h) qh = Constant • Kh • Kzt • Kd • V2 .1 qh = Velocity pressure @ height (h) (Eq. 6 -15) Where : Constant = Numerical constant = 1/2 •[( Air density lb/ cult) /(32.2ft/s2)]• [( mi /h )( 5280 ft/mi) • (1 hr /3600 s )] 2 = 0.00256 Mean Sea Level = 0.00 ft Air Density @ MSL = 0.0765 lb/cu • Category = II Importance Factor = 1 Exposure Category = B (Urban areas) Alpha = 7 Zg = 1,200.00 ft Basic Wind Speed = 85.00 mph Mean Roof Height = 18.00 ft 11038 ASCE7 -05 Voelker Engineering, Inc. 1911 116th Avenue NE Bellevue, WA 98004 Taco Time - Tukwila 05/09/11 External Pressure Coefficient, Cp, Figure 6 -10 The pressure force coefficient are given in Figure 6 -10 Job 11038 Page L3 Roof Angle Building Surface 1 2 3 4 5 6 1E 0.00 deg. 0.4 -0.69 -0.37 -0.29 -0.45 -0.45 0.61 2E 3E 4E -1.07 -0.53 -0.43 Design Wind Pressure, p. (psf) Equation 6 -18 Design wind pressures and forces are determined per equations given in section 6.5.12 Building Surface Cp qh GCpi+ GCpi- p+ P- (psf) (psf) (Psf) 1 0.4 11.01 0.55 -0.55 -1.65 10.46 2 -0.69 11.01 0.55 -0.55 -13.66 -1.54 3 -0.37 11.01 0.55 -0.55 -10.13 1.98 4 -0.29 11.01 0.55 -0.55 -9.25 2.86 5 -0.45 11.01 0.55 -0.55 -11.01 1.1 6 -0.45 11.01 0.55 -0.55 -11.01 1.1 1E 0.61 11.01 0.55 -0.55 0.66 12.78 2E -1.07 11.01 0.55 -0.55 -17.84 -5.73 3E -0.53 11.01 0.55 -0.55 -11.9 0.22 4E -0.43 11.01 0.55 -0.55 -10.79 1.32 p+ uses GCpi+ p- uses GCpi- 11038 ASCE7 -05 • Voelker Engineering, Inc. 05/09/11 • 1911 116th Avenue NE Bellevue, WA 98004 S Taco Time - Tukwila • • • Light Wood Frame Construction? Y Mean Roof Height 14.5 ft • Maximum Height 17 ft Building Width 41.5 ft • Building Length 60.5 ft Roof Plate Ht 12 ft II a el Wind Pressure Zones - Sums of positive and negative pressures • Transverse Direction Load Horizontal Pressures • Case A B C D 1 11.46 1.66 7.60 0.98 • Job 11038 Page L4 II Load Direction Load Horizontal Pressures Case A B C D • 1 11.46 1.66 7.60 0.98 • • End Zone Calculations .1xWidth 4.2 • .4xHeight 5.8 .04xwidth 1.7 4.2 • 3.0 3.0 4.2 <- 5 End Zone Length = 8.3 ft • • II IN • • • • In 11038 ASCE7 -05 • • Voelker Engineering, Inc. 1911 116th Avenue NE Bellevue, WA 98004 Taco Time - Tukwila Wind Analysis FRONT TO REAR DIRECTION 05/09/11 Job 11038 Page L5 Building Width 41.5 ft Zone 1 Zone 2 Type 2 2 End Zone y y Height Width Height Width ft ft ft ft 17.0 20.75 17.0 20.75 12.0 20.75 12.0 20.75 Type 1 = Transverse Type 2 = Longitudinal or Gable End Wind Pressures Zone 3 Zone 4 1 1 n y Height Width Height Width ft ft ft ft 17.0 0 17.0 0 12.0 0 12.0 0 Zone 1 End Zone 7.60 11.46 7.60 11.46 7.60 7.60 Zone 2 End Zone 11.46 11.46 Zone 3 End Zone 0.98 0.00 7.60 0.00 Check using 10psf minumum Total Wind Load = 4565 lb 11038 ASCE7 -05 Zone 4 End Zone 0.98 1.66 7.60 11.46 Total = 4174 lb <-- Governs ■ ■ ■ sr a a U a a a ■ Type 1 = Transverse Type 2 = Longitudinal • II • • • • • U • • • • II • • II • • • • • Voelker Engineering, Inc. 1911 116th Avenue NE Bellevue, WA 98004 Taco Time - Tukwila Wind Analysis LEFT TO RIGHT DIRECTION 05/09/11 Job 11038 Page L6 Building Width 60.5 ft Zone A Zone B Type 2 2 End Zone y y Height Width Height Width ft ft ft ft 17.0 30.25 17.0 30.25 12.0 30.25 12.0 30.25 Wind Pressures Zone C Zone D 1 1 Y Y Height Width Height Width ft ft ft ft 17.0 0 17.0 0 12.0 0 12.0 0 Zone A End Zone 7.60 11.46 7.60 11.46 Zone B End Zone 7.60 11.46 7.60 11.46 Zone C End Zone 0.98 1.66 7.60 11.46 Check using 10psf minumum Total Wind Load = 6655 lb 11038 ASCE7 -05 Zone D End Zone 0.98 1.66 7.60 11.46 Total = 5763 lb <— Governs Voelker Engineering, Inc. 1911 116th Avenue NE Bellevue, WA 98004 Taco Time - Tukwila 05/09/11 Lateral Analysis of Seismic forces (2009 IBC) Job 11038 Page L7 Distribution of Building Weight Roof Area Weight Ave. height ft^2 psf ft 2367 18.0 12 Interior walls Exterior walls Wall Wt Wall Ht Wall L psf ft ft 6.5 12 100 Wall Wt Wall Ht Wall L psf ft ft 25 17 209 Soil Class = D le = 1.00 R = 6.50 Structure Height = 14.5 ft Spectral Response Acceleration Coefficients Ss = 1.58 S1 = 0.55 Sms = Sm1 = 1.58 0.825 Sesimic Design Category = D Structure Fundamental Period = 0.15 Seconds Cs Determination (ASCE 7) Sds /(R/Ie) 0.162 Sd1 /(R/le)/T 0.570 Site Coefficients Fa = 1.00 Fv = 1.50 Sds = Sd1 = Cs = Vs = Vs = 10529 lbs Redundancy Check rho max= 1.00 11038 ASCE7 -05 1.05 0.55 0.162 Ultimate 0.116 x Wt Working Stress Voelker Engineering, Inc. 1911 116th Avenue NE Bellevue, WA 98004 Taco Time - Tukwila Allowable Shearwall Forces 05/09/11 Job 11038 Page L8 Typ. Walls - 7/16 OSB, 8d Common Nails, 1 3/8" minimum penetration into framing. Wind Resistance (Includes 40% increase per 2306.3.1) Allow v P6 266 plf P4 490 plf P3 559 plf P2 833 plf Seismic Resistance (based on 2:1 height/width ratio) Allow v P6 242 plf P4 350 plf P3 399 plf P2 595 plf Anchor Bolts (5/8" bolts, HF plates, Allow v = 1.33 x 800 = 10641b) P6 2x sill plates P4 2x sill plates P3 2x sill plates P2 3x sill plates Allow V 48" o.c. 266 plf 32" o.c. 399 plf 16" o.c. 399 plf, 1/2 allow w/ 2x plates for seismic only 16" o.c. 798 plf 11038 ASCE7 -05 Voelker Engineering, Inc. 1911 116th Avenue NE Bellevue, WA 98004 Taco Time - Tukwila 05/09/11 Job 11038 Page L9 Sub - diaphragms - Front/Rear Zone 1 Zone 2 Zone 3 Zone 4 Roof 20.25 ft 20.25 ft 0 ft 0 ft Force Distribution to Walls - Front/Rear Roof Plate Level Sum of Walls Total Grid 1 11.4 15.5 16.8 43.7 Grid 2 17 15 32 Grid 3 4 4 4 12 Grid 4 0 Grid 5 0 Trib. Vs Vw Wall Sum v Uplift Grid 1 10 2632 1141 43.7 60 plf OK Grid 2 20 5265 2283 32 165 plf P6 1974 Grid 3 10 2632 1141 12 219 plf P6 2632 NDS 4.3.4 P4 Grid 4 0 0 0 0 Grid 5 0 0 0 0 Totals 40.5 10529 4565 Redundancy Check Longest wall with H/L > 1.0 L vs %Vs rho Grid 1 11.4 687 0.07 1.00 Grid 2 0 0 0.00 1.00 Grid 3 4 877 0.08 1.00 Grid 4 0 0 0.00 1.00 Grid 5 0 0 0.00 1.00 11038 ASCE7 -05 • Voelker Engineering, Inc. 05/09/11 Job 11038 • 1911 116th Avenue NE Page L10 Bellevue, WA 98004 • Taco Time - Tukwila • • Sub - diaphragms - Left/Right Zone A Zone B Zone C Zone D • Roof 60.5 ft 0 ft 0 ft 0 ft • • Force Distribution to Walls - Left/Right Roof Plate Level ■ Sum of Walls Total Grid A 20 20 • Grid B 28 28 Grid C 0 Grid D 0 • Grid E 0 • Trib. Vs Vw Wall Sum v Uplift II Grid A 30.3 5265 3328 20 263 plf P4 3159 • Grid B 30.3 5265 3328 28 188 plf P6 2256 • Grid C 0 0 0 0 • Grid D 0 0 0 0 • Grid E 0 0 0 0 Totals 60.5 10529 6655 • • Redundancy Check Longest wall with H/L > 1.0 • L vs %Vs rho Grid A 0 0 0.00 1.00 ■ Grid B 0 0 0.00 1.00 • Grid C 0 0 0.00 1.00 • Grid D 0 0 0.00 1.00 • Grid E 0 0 0.00 1.00 • • • • • • • • 11038 ASCE7 -05 VOELKER ENGINEERING INC. 1914 116th Avenue NE Bellevue, WA 98004 425 - 451 -4946 fax 451 -4956 chorles@voelker.cc JOB TACO TIME 11038 SHEET NO �! CALCULATED BY CV Of DATE 5/9/11 -ryr 0 0 1 tit *' 0 0 VOELKER ENGINEERING INC. ▪ 1914 116th Avenue NE Bellevue, WA 98004 425- 451 -4946 fax 451 -4956 charles@voelker.cc • JOB TACO TIME 11038 SHEET ND. OF CALCULATED BY CV DATE 5/9/11 x g.D j t-10, .02 s to 00 Z 40 O s 131ft)t ,ill /u• v'hb i147 j)t If dtexa- T: /05zyx6° P- k z 6 e2_) 161 Lam® SP /'oe- O 4:) qi - TJ-Beam® 6.25 Serial Number 7002015279 User. 2 12/19/2007 9:58:27 AM Page 1 Engine Version 6.2511 • 5.11 14" TJI® 230 @ 24" o/c THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN 0)3 Fs CONTROLS FOR THE APPLICATION AND LOADS LISTED Member Slope: 0/12 Roof Slope0/12 a 6 All dimensions are horizontal. 20' LOADS: Analysis is for a Joist Member. Primary Load Group - Snow (psf): 25.0 Live at 115 % duration, 20.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Point(Ibs) Snow(1.15) 250 0 2' SUPPORTS: Input Bearing Vertical Reactions Ply Width Length (Ibs) Live/Dead/Uplift /Total 1 Glulam or solid sawn 1.50" Hanger 727 / 400 / 0 / 1127 lumber beam 2 Stud wall 2.25" 2.25" 523 / 400 / 0 / 923 Product Diagram is Conceptual. Depth Nailing Detail Depth 1 14.00" N/A H6: Top Mount Hanger N/A N/A N/A R1: Blocking -See TJ SPECIFIER'S / BUILDERS GUIDE for detail(s): H6: Top Mount Hanger,R1: Blocking HANGERS: Simpson Strong -Tie® Connectors Support Model Slope Skew 1 Top Mount Hanger ITT3514 0/12 0 Reverse Flanges N/A - Nailing for Support 1: Face: 2 -N10 , Top 4 -N10 , Member: 2 -N10 DESIGN CONTROLS: Maximum 1116 913 4635 Shear (Ibs) Vertical Reaction (Ibs) Moment (Ft -Lbs) Live Load Defl (in) Total Load Defl (in) Top Flange Offset No Design Control Control 1116 2237 Passed (50 %) 913 1330 Passed (69 %) 4635 5468 Passed (85 %) 0.463 0.659 Passed (L/513) 0.795 0.989 Passed (L/298) Top Flange Slope 0 Support Wood Species Douglas Fir Location Lt. end Span 1 under Snow loading Bearing 2 under Snow loading MID Span 1 under Snow loading MID Span 1 under Snow loading MID Span 1 under Snow loading Other None 1 Ply 1 1/4" x 14" 1.3E TimberStrand® LSL - Deflection Criteria: HIGH(LL:L/360,TL:U240). - Bracing(Lu): All compression edges (top and bottom) must be braced at 3' 7" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. - Design assumes adequate continuous lateral support of the compression edge. ADDITIONAL NOTES: - IMPORTANT! The analysis presented is output from software developed by Trus Joist (TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. - Allowable Stress Design methodology was used for Building Code IBC analyzing the TJ Distribution product listed above. PROJECT INFORMATION: OPERATOR INFORMATION: Copyright ® 2006 by Trus Joist, a Weyerhaeuser Business TJI® and TJ -Beam® are registered trademarks of Trus Joist. e -I Joist., Pro. and TJ -Pro° are trademarks of Trus Joist. Simpson Strong -Tie® Connectors is a registered trademark of Simpson Strong-Tie Company, Inc. T*L ■ TJ -Beans 6.25 Serial Number. 7002015279 User: 2 12/19/2007 9:52:29 AM Page 1 Engine Version: 6.25.71 • • • U 14" TJI® 230 @ 24" o/c THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Member Slope: 0/12 Roof SlopeO /12 Overall Dimension: 41' Ilv36 . All dimensions are horizontal. 22' LOADS: ■ Analysis is for a Joist Member. Primary Load Group - Snow (psf): 25.0 Live at 115 % duration, 20.0 Dead • • SUPPORTS: 1 Glulam or solid sawn lumber beam ■ 2 Glulam or solid sawn lumber beam 3 Glulam or solid sawn lumber beam Input Bearing Width Length 1.50" Hanger 3.50" 3.50" 1.50" Hanger Vertical Reactions (Ibs) Live/Dead/Uplift /Total 456/346/0/802 1279 /1023/0/2302 381/271/0/652 • -See TJ SPECIFIER'S / BUILDERS GUIDE for detail(s): H6: Top Mount Hanger,R7 ■ HANGERS: Simpson Strong -Tie® Connectors Support Model Slope Skew Reverse Flanges IN 1 Top Mount Hanger ITT3514 0/12 0 N/A 3 Top Mount Hanger ITT3514 0/12 0 N/A - ▪ Nailing for Support 1: Face: 2 -N10 , Top 4-N10 , Member. 2 -N10 - Nailing for Support 3: Face: 2 -N10 , Top 4-N10 , Member: 2 -N10 • DESIGN CONTROLS: ■ Maximum Shear (ibs) -1201 . Vertical Reaction (ibs) 2302 Moment (Ft -Lbs) -4746 Live Load DWI (in) a Total Load Dell (in) Design -1124 2237 Passed (50 %) 2302 2772 Passed (83 %) - 4746 5468 Passed (87 %) 0.360 0.729 Passed (U729) 0.601 1.094 Passed (L/437) Top Flange Offset No No Control Control Location Rt. end Span 1 under Snow loading Bearing 2 under Snow loading Bearing 2 under Snow loading MID Span 1 under Snow ALTERNATE span loading MID Span 1 under Snow ALTERNATE span loading 19' 4 Product Diagram is Conceptual. Ply Depth Nailing Detail Depth 1 14.00" N/A H6: Top Mount Hanger N/A N/A N/A R7 1 14.00" N/A H6: Top Mount Hanger Top Flange Support Wood Slope Species 0 Douglas Fir 0 Douglas Fir Other None None None - Deflection Criteria: HIGH(LL:L/360,TL:1J240). - Bracing(Lu): All compression edges (top and bottom) must be braced at 3' 6" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. . -The load conditions considered in this design analysis include alternate member pattern loading. - Design assumes adequate continuous lateral support of the compression edge. El ADDITIONAL NOTES: - IMPORTANT! The analysis presented is output from software developed by Trus Joist (TJ). TJ warrants the sizing of its products by this software will be in accomplished In accordance with TJ product design criteria and code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. III-Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLYI PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. - Allowable Stress Design methodology was used for Building Code IBC analyzing the TJ Distribution product listed above. • • PROJECT INFORMATION: OPERATOR INFORMATION: • • Copyright ® 2006 by Trus Joist, a Weyerhaeuser Business TJI® and TJ -Beam® are registered trademarks of Trus Joist. ■ e -I Joist °,Pro° and TJ -Pro° are trademarks of Trus Joist. Simpson Strong -Tie® Connectors is a registered trademark of Simpson Strong -Tie Company, Inc. • ■ VOELKER ENGINEERING, INC. 1914 116th Avenue NE Bellevue, Washington 98004 425 - 451 -4946, Fax 451 -4956 JOB SHEET NO. !i� 3 OF CALCULATED BY DATE CHECKED BY DATE SCALE //o36 I. JOB • • • • • • • • • • • • • • • • • • • • • • • • • • • • • VOELKER ENGINEERING, INC. 1914 116th Avenue NE Bellevue, Washington 98004 425-451-4946, Fax 451-4956 SHEET NO. r44 OF CALCULATED BY 1/ DATL .5'' 9 ' /, CHECKED BY DATE SCALE ft/ ■ ..... e/ Cp, VOELKER ENGINEERING, INC. 1914 116th Avenue NE Bellevue, Washington 98004 425 - 451 -4946, Fax 451 -4956 JOB SHEET NO 7-, OF 9 CALCULATED BY DATE '/I f0/ _ CHECKED BY DATE SCALE , /o36 VOELKER ENGINEERING, INC. 1914 116th Avenue NE Bellevue, Washington 98004 425-451-4946, Fax 451-4956 ..A.P11/411. V 71, r z. i 4,1 •A° 4. 0 . • //0.3 6 - • JOB SHEET NO OF CALCULATED BY DATE • CHECKED BY DATE SCALE 7 ........ • 6 t4e.),/ij it :6 1 i 1 t i 3 , , ., ,. , ..c.4 . , . z T ciP4-41 - I VOELKER ENGINEERING, INC. 1914 116th Avenue NE Bellevue, Washington 98004 425-451-4946, Fax 451-4956 JOB SHEET NO lz7 OF CALCULATED BY DATE - CHECKED BY DATE SCALE • ,4 0 s 7.376 4 ia43 4k. .0 t. 0 (1\ite o FILE COPY Pe' TUKWILA TACO TIME Final Technical Information Report prepared for: Taco Time NW date: August 25, 2011 RECEIVED SEP 0 8 ?011 TUKWILA PUBLIC WORKS RECEIVF,Q. CITYOFTU�KV�nLA SEP 07 T011 PERMIT CENTER CORRECTION LTR# 2 LAND DEVELOPMENT CONSULTNG B L U E L I N E 25 CENTRAL WAY SUITE 400 KIRKLAND WA 98033 • TEL 425 - 216 -4051 FAX 425 - 216 -4052 ■ THEBLUELINEGROUP.COM Tukwila Taco Time Tukwila, Washington Final Technical Information Report Prepared for: Taco Time NW 3300 Maple Valley Highway Renton, WA 98058 Original Date: June 24, 2011 Revision Date: August 25, 2011 Blueline Job No. 10 -080 Prepared by: Geoff E. Tamble, PE BLUELItE .,,.r .r.:.MAY'SI:.; ?h!'i ?l1R.H 'NA'; ti� 1,1,11'0 KIPKI f ?;C N4 '44!33 1 :f ; 1 �.: ';ri di: ^1 1,< !.�Z:n yC'),? I "Ii[:SI Ilf L ■11_t;i +(11,P ;QM Tukwila Taco Time Final Technical Information Report Table of Contents SECTION 1 PROJECT OVERVIEW 1 -1 SECTION 2 CONDITIONS AND REQUIREMENTS SUMMARY 2 -1 SECTION 3 OFFSITE ANALYSIS 3 -1 SECTION 4 DETENTION AND WATER QUALITY DESIGN 4-1 4.1 Design Standards 4-1 4.2 Existing Conditions 4-2 4.3 Developed Site 4-2 4.4 Water Quality Analysis and Design 4 -3 SECTION 5 CONVEYANCE SYSTEM ANALYSIS AND DESIGN 5 -1 5.1 Onsite Conveyance System 5-1 SECTION 6 SPECIAL REPORTS AND STUDIES 6-1 SECTION 7 OTHER PERMITS 7 -1 SECTION 8 TESC ANALYSIS AND DESIGN 8-1 SECTION 9 BOND QUANTITIES AND TIR WORKSHEET & FACILITIES SUMMARY 9 -1 SECTION 10 OPERATIONS AND MAINTENANCE 10-1 Appendix • Existing Conditions Exhibit • Developed Conditions Exhibit • KCRTS Existing Conditions Hourly Flows • KCRTS Developed Conditions Hourly Flows • KCRTS 15 -Min Flows for WQ Design • Contech Stormfilter Design Sheet and Cost Estimate • KCRTS Wetpool Sizing Calculation for Presettling Chamber • KC 25 & 100 Year Isopluvials • Rational Method Calculations for Conveyance Sizing • KCBW Raw Data Input Sheet • KCBW Raw Data Computer Output for 100 -Year Flows • Catch Basin Summary Table for 100 -Year Flows • Catch Basin Tributary Area Exhibit • Level 1 Downstream Analysis prepared by The Blueline Group (December 15, 2010) Job # 10-080 Page i Tukwila Taco Time Final Technical Information Report Section 1 Project Overview The study area is three parcels (A, B & C) totaling 1.35 acres that currently has two existing commercial buildings. The applicant is proposing to create 2 new lots through the boundary line adjustment process (Parcel 1 is the south parcel and Parcel 2 is the north parcel), remove one of the buildings, build one new building and reconfigure the parking and add landscaping. This drainage report is only for the south 0.60 acre parcel (Parcel 1). Please reference the developed conditions exhibit included in the appendix. The site is located at 15037 Tukwila International Boulevard in Tukwila, Washington. Please see the Vicinity Map below. More generally, the site is located in Section 22, Township 23 North, Range 4 East, W.M. VICINITY MAP NOT r0 SCALE Job # 10 -080 Page 1 -1 Tukwila Taco lime Final Technical Information Report The site currently contains two existing buildings, driveways and paved parking areas. The site is essentially 100% impervious. A downstream analysis was prepared by The Blueline Group on December 15, 2010 and has been submitted to the City of Tukwila under a separate cover. In general, all runoff will be conveyed to the proposed onsite water quality facility where it will be treated prior to discharging from the site. The site will incorporate water quality design parameters as outlined in the 2009 King County Surface Water Design Manual (KCSWDM) as adopted by the City of Tukwila. Job # 10 -080 Page 1 -2 Tukwila Taco Time Final Technical Information Report Section 2 Conditions and Requirements Summary Core Requirement #1: Discharge at the Natural Location In the existing condition, runoff from the site sheet flows to the south / southeast and is collected by a series of catch basins along the east and south property lines that convey the stormwater runoff to the east. In the developed condition, discharge from the stormwater facility will be tightlined to the existing conveyance system along the south east property line. All runoff in the developed condition will continue to flow east towards Tukwila International Boulevard. Core Requirement #2: Off -site Analysis Submitted under separate cover. A Level 1 Downstream Analysis was prepared by The Blueline Group and dated December 15, 2010. Core Requirement #3: Flow Control See Section 4. The site is proposing to use all reasonable LID techniques in lieu of conventional detention due to physical site constraints. Core Requirement #4: Conveyance System See Section 5. The conveyance system will be designed in accordance with the 2009 KCSWDM. The system will be designed to convey the 100 -year, 24 -hour storm event without overtopping. Core Requirement #5: Erosion and Sediment Control See Section 8. The temporary erosion and sedimentation control plan will be comprised of temporary measures (rock entrance, inlet protection, silt fence, etc.) as well as permanent measures (hydroseeding and landscaping). The Final Engineering Drawings will contain more detailed information. Core Requirement #6: Operations and Maintenance See Section 10. The stormwater facility will be privately maintained. Core Requirement #7: Financial Guarantees and Liability See Section 9. Job # 10 -080 Page 2 -1 Tukwila Taco Time Final Technical Information Report Core Requirement #8: Water Quality See Section 5. The water quality portion of the vault will be designed to comply with the 2009 KCSWDM's Basic Water Quality Menu for water quality treatment. A storm - filter vault with pre- treatment will be used to treat stormwater runoff. Job # 10 -080 Page 2 -2 Tukwila Taco Time Final Technical Information Report Section 3 Offsite Analysis A Level 1 Downstream Analysis was prepared by The Blueline Group on December 15, 2010 and has been included in the Appendix of this report. Job # 10 -080 Page 3 -1 Tukwila Taco Time Final Technical Information Report Section 4 Detention and Water Quality Design 4.1 DESIGN STANDARDS This site will not be installing a detention system for stormwater control due to the site having physical characteristics that make providing a conventional detention system cost prohibitive. Although it does not qualify for a detention exemption per the 2009 KCSWDM, the city has agreed to a reduced detention standard with the understanding that the project will install all reasonable LID menu items to reduce peak flows and peak volumes discharging from the site. This is possible due to the site being 100% impervious in its existing condition. The site is proposing to install pervious pavement in the parking stalls with a permeable rock under drain system throughout the subgrade of the entire parking lot, amended soils in the landscaped areas to help retain stormwater, and perforated downspout systems connecting to the storm system. Collectively, these systems will re- introduce stormwater back into the ground and help minimize peak flows and peak volumes leaving the site during all storm events. For example, the 2 -year peak flows will be reduced by approximately 20% (0.15 CFS down to 0.12 CFS) and the 100 -year peak flows will be reduced by approximately 16% (0.28 CFS down to 0.24 CFS). Please see the KCRTS output below to compare the existing runoff flows with the developed flows. The water quality flow is designed according to the Basic Water Quality Menu of the 2009 KCSWDM using the KCRTS computer modeling program. The KCRTS program was developed as a hydrologic modeling tool for western King County. The runoff files have been pre - simulated for a range of land cover conditions and soil types for different regions of King County using the U.S. Environmental Protection Agency's HSPF10 model. The regional scale factor for the site is SeaTac 1.0 (See KCSWDM Figure 3.2.2.A — Rainfall Regions and Regional Scale Factors included in the Appendix). Job # 10 -080 Tukwila Taco Time Final Technical Information Report 4.2 EXISTING CONDITIONS The site is currently 100% paved. 0.60 Ac. Impervious 0.60 Ac. Total Flow Frequency Analysis Time Series File:current.tsf Project Location:Sea -Tac - -- Annual Peak Flow Rates-- - Flow Rate Rank Time of Peak (CFS) 0.145 7 2/09/01 2:00 0.128 8 1/05/02 16:00 0.178 3 12/08/02 18:00 0.150 6 8/26/04 2:00 0.178 4 10/28/04 16:00 0.156 5 1/18/06 16:00 0.218 2 10/26/06 0:00 0.284 1 1/09/08 6:00 Computed Peaks Flow Frequency Analysis - - Peaks - - Rank Return Prob (CFS) Period 0.284 1 100.00 0.990 0.218 2 25.00 0.960 0.178 3 10.00 0.900 0.178 4 5.00 0.800 0.156 5 3.00 0.667 0.150 6 2.00 0.500 0.145 7 1.30 0.231 0.128 8 1.10 0.091 0.262 50.00 0.980 4.3 DEVELOPED SITE Runoff from the developed site has been calculated based on the developed site plan. All areas have been delineated using AutoCAD. Approximately 0.10 Ac. will be permeable pavement and is allowed a 50% reduction factor with the remaining area added back into the lawn area (0.05 Ac. will be added to the lawn and 0.05 Ac. will be removed from the imperious area). The following shows the breakdown of the land cover for the detained area with adjustments. 0.17 Ac. Lawn (0.12 Lawn + 0.05 Perm. Pavement Adj.) 0.43 Ac. Imp. (0.38 Imp. + 0.10 Perm. Pavement - 0.05 Perm. Pavement Adi.) 0.60 Ac. Total Flow Frequency Analysis Time Series File:dev.tsf Project Location:Sea -Tac - -- Annual Peak Flow Rates-- - Flow Rate Rank Time of Peak (CFS) 0.120 0.100 0.143 0.110 0.132 0.127 0.161 0.239 Computed Peaks 6 2/09/01 2:00 8 1/05/02 16:00 3 2/27/03 7 :00 7 8/26/04 2:00 4 10/28/04 16:00 5 1/18/06 16:00 2 10/26/06 0:00 1 1/09/08 6:00 Flow Frequency Analysis - - Peaks - - Rank Return Prob (CFS) 0.239 0.161 0.143 0.132 0.127 0.120 0.110 0.100 0.213 Period 1 100.00 0.990 2 25.00 0.960 3 10.00 0.900 4 5.00 0.800 5 3.00 0.667 6 2.00 0.500 7 1.30 0.231 8 1.10 0.091 50.00 0.980 Job # 10-080 Page 4 -2 Tukwila Taco Time Final Technical Information Report 4.4 WATER QUALITY ANALYSIS AND DESIGN A stormfilter vault with a pre - settling chamber has been designed to comply with the 2009 KCSWDM's Basic Water Quality Menu for water quality treatment. A storm filter vault has been sized using the KCRTS 15- minute flows for the developed site. Please not that the permeable pavement reduction factor was not used (as shown in the developed conditions section) and all pavement was assumed to be impervious. A size and cost estimate has been provided from Contech Construction Products in the Appendix of this report. The filter vault has a pre settling chamber sized per the 2009 KCSWDM using the wet pool sizing equation with a multiplier of 0.75. KCRTS 15- Minute Developed Flows Flow Frequency Analysis Time Series File:dev 15.tsf Project Location:Sea -Tac - -- Annual Peak Flow Rates-- - Flow Rate Rank Time of Peak (CFS) 0.229 6 8/27/01 18:00 0.160 8 9/17/02 17:45 0.459 2 12/08/02 17:15 0.184 7 8/23/04 14:30 0.249 5 10/28/04 16:00 0.264 4 10/27/05 10:45 0.314 3 10/25/06 22:45 0.627 1 1/09/08 6:30 Computed Peaks Flow Frequency Analysis - - Peaks - - Rank Return Prob (CFS) 0.627 0.459 0.314 0.264 0.249 0.229 0.184 0.160 0.571 Period 1 100.00 0.990 2 25.00 0.960 3 10.00 0.900 4 5.00 0.800 5 3.00 0.667 6 2.00 0.500 7 1.30 0.231 8 1.10 0.091 50.00 0.980 A summary of the pre - settling chamber calculations is provided below. Vb =fV, where: Vb = wetpool volume, cf f = volume correction factor (0.75 for pre - settling volume Section 6.5.1) V, = volume of runoff from mean annual storm, ft3 V,= (0.9A +0.25Atg +0.10Aff +0.01A0)xR where: A, = area of impervious surface, ft2 Atg = area of till grass, ft2 Aff = area of till forest, ft2 Ao = area of outwash soils, ft2 R = rainfall from mean annual storm, ft Total area = .60 Ac A, = 0.48 Ac (20,939 ft2) Arg = 0.12 Ac (5,573 ft2) V, = [ 0.9 (20,939) + 0.25 (5,573) ] 0.039 = 789.3 ft3 Vb = 0.75 (789.3) = 592 ft3 Job # 10-080 ft) Page 4 -3 Tukwila Taco Time Final Technical Information Report The pre - settling facility will be in a pre -cast 8x16x8 underground concrete vault with 4.9 feet of dead storage providing approximately 627 ft3 of storage (required volume is 592 ft3). The facility will be located upstream of the stormfilter water quality treatment system. Job # 10-080 Page 4 -4 Tukwila Taco Time Final Technical Information Report Section 5 Conveyance System Analysis and Design 5.1 ONSITE CONVEYANCE SYSTEM The conveyance system will collect and convey flows from the developed site and route them to the water quality facility prior to discharging to the existing conveyance system in Tukwila International Boulevard. Flows to each catch basin were determined using the Rational Method and are shown in the Catch Basin Summary Table. The system was designed to convey the 100 year storm event. The onsite conveyance system has been designed per the 2009 KCSWDM requirements. The peak rainfall intensity will be determined using Figure 3.2.1.D 100 - year 24 -hour lsopluvial from the 2009 KCSWDM. A copy of this figure is included in the Appendix. Below is a summary of the Rational Method as per the 2009 KCSWDM. Rational Method: QR = C IR A where: QR= C IR Peak flow (cfs) Estimated runoff coefficient C = ((0.2)Apt + (0.25)Atawn + (0.9)A,mp) / Atot where: Apt = area of pasture (acres) Atawn = area of lawn (acres) Amp= area of impervious surface (acres) Atot = total basin area (acres) peak rainfall intensity (inches /hour) IR = PR (IR) where: PR = 3.65 inches (100 -year, 24 -hour runoff) tR = aR Tc bR aR = 2.61 (100 -year) bR = 0.63 (100 -year) Tc= Time of Concentration (6.3 minutes min.) A = Basin Area Sample calculation, CB #6, QR = C IRA = (0.770) (3.274 inches /hr) (0.24 acres) = 0.61 cfs The C value (estimated runoff coefficient) was calculated the entire site using the breakdown of the areas. An assigned value of 0.90 was used for impervious area, a value of 1.00 was used for the wetland. a value of 0.25 was used for pervious area containing grass, and a value of 0.15 was assigned for forested area. This resulted in a Job tt 10 -080 Page 5 -1 1 1 1 1 1 Tukwila Taco Time Final Technical Information Report C value of 0.354 (east basin) and 0.90 (west basin), which was used for each of the new tributary areas of the site. Since the areas tributary to each catch basin are so small, the time of concentration is assumed to be the minimum length, 6.3 minutes. The following table is a summary of each catch basin onsite. The table shows the area tributary to that catch basin, and the flow that determined using the rational method as described above. The table also shows the rim elevation, the hydraulic grade line elevation (100 - year), which was determined using King County Backwater (KCBW), and freeboard at each catch basin. Please see the Appendix for the complete KCBW output and the Tributary Areas Exhibit for a layout of the areas. The tail water elevation used for the outfall pipe from CB #9 that connects to the existing system (CB #7412) in Tukwila International Boulevard was assumed to be at the top of the existing 12" pipe Catch Basin Summary Table for 100 -year flows: CB# Trib Area (acres) Q -flow (cfs) Rim (ft) HGL (ft) ':Freeboard . .. (ft) 9 0.03 0.08 333.95 331.54 2.41 Stormfilter 0.00 0.00 334.69 332.04 2.65 CB# Trib Area (acres) Q -flow (cfs) .. 'Rim • .. (ft) HGL . ... . (ft) .,Freeboard • ;‘;.,-2'•'(ft) ,: ... 8 0.05 0.13 334.74 332.91 1.83 7 0.10 0.25 334.12 333.13 0.99 6 0.24 0.61 334.12 333.33 0.79 CB# Trib Area (acres) Q -flow (cfs) Rim (ft) HGL . (ft) Freeboard (ft) 5 0.13 0.33 335.55 333.02 2.53 4 0.04 0.10 335.90 333.05 2.85 Summary The new onsite storm system has adequate capacity to convey the 100 -Year runoff from our site without overtopping meeting both the 25 -Year and 100 -Year conveyance design criteria. tJob # 10 -080 Page 5 -2 Tukwila Taco Time Final Technical Information Report Section 6 Special Reports and Studies At this time, there are no additional reports and studies associated with this project. Job 4 10 -080 Page 6 -1 Tukwila Taco Time Final Technical Information Report Section 7 Other Permits At this time, there are no additional permits associated with this project. Job # 10 -080 Page 7 -1 Tukwila Taco Time Final Technical Information Report Section 8 TESC Analysis and Design The temporary erosion and sedimentation control plan will be comprised of temporary measures (rock entrance, inlet protection, silt fence, etc.) as well as permanent measures (hydroseeding and landscaping). We are not proposing to install any sediment traps or ponds. Since the site is completely paved, the goal will be to minimize the amount of pavement removed during site construction and take advantage of the permanent cover measures of concrete asphalt. The Final Engineering Drawings will contain more detailed information. Job It 10 -080 Page 8 -1 Tukwila Taco Time Final Technical Information Report Section 9 Bond Quantities and TIR Worksheet & Facilities Summary Job it 10 -080., Page 9 -1 = E • N • = = NM • MN • IM N • • NM • • Site Improvement Bond Quantity Worksheet LSI King County Department of Development & Environmental Services 900 Oakesdale Avenue Southwest Renton, Washington 98057 -5212 206 - 296 -6600 TTY 206 - 296 -7217 Web date: 12/02/2008 For alternate formats, call 206 - 296 -6600. Project Name: Location: Tukwila Taco Time 15037 Tukwila International Blvd Clearing greater than or equal to 5,000 board feet of timber? yes X no If yes, Forest Practice Permit Number: (RCW 76.09) Page 1 of 9 li- wks- sbq.xls Date: 6/24/2011 Project No.: NA Activity No.: NA Note: All prices include labor, equipment, materials, overhead and profit. Prices are from RS Means data adjusted for the Seattle area or from local sources if not included in the RS Means database. Unit prices updated: 02/12/02 Version: 11/26/2008 Report Date: 6/23/2011 Site Improvement Bond Quantity Worksheet Web date, 12/02/2008 ESC SUBTOTAL: 30% CONTINGENCY & MOBILIZATION: ESC TOTAL: COLUMN: Page 2 of 9 li- wks- sbq.xls $ 6,822.50 $ 2,046.75 $ 8,869.25 A Unit prices updated: 02/12/02 Version: 11/26/2008 Report Date: 6/23/2011 Reference # Unit Price , Unit Quantity # of Applications . " Cost EROSION /SEDIMENT CONTROL Number Backfill & compaction- embankment ESC -1 $ 5.62 CY Check dams, 4" minus rock ESC -2 SWDM 5.4.6.3 $ 67.51 Each Crushed surfacing 1 1/4" minus ESC -3 WSDOT 9- 03.9(3) $ 85.45 CY Ditching ESC-4 $ 8.08 CY Excavation -bulk ESC -5 $ 1.50 CY Fence, silt ESC -6 SWDM 5.4.3.1 $ 1.38 LF Fence, Temporary (NGPE) ESC -7 $ 1.38 LF Hydroseeding ESC -8 SWDM 5.4.2.4 $ 0.59 SY Jute Mesh ESC -9 SWDM 5.4.2.2 $ 1.45 SY Mulch, by hand, straw, 3" deep ESC -10 SWDM 5.4.2.1 $ 2.01 SY 750 1 1508 Mulch, by machine, straw, 2" deep ESC -11 SWDM 5.4.2.1 $ 0.53 SY Piping, temporary, CPP, 6" ESC -12 $ 10.70 LF Piping, temporary, CPP, 8" ESC -13 $ 16.10 LF Piping, temporary, CPP, 12" ESC -14 $ 20.70 LF Plastic covering, 6mm thick, sandbagged ESC -15 SWDM 5.4.2.3 $ 2.30 SY 750 1 1725 Rip Rap, machine placed; slopes ESC -16 WSDOT 9- 13.1(2) $ 39.08 CY Rock Construction Entrance, 50'x15'x1' ESC -17 SWDM 5.4.4.1 $ 1,464.34 Each Rock Construction Entrance, 100'x15'x1' ESC -18 SWDM 5.4.4.1 $ 2,928.68 Each Sediment pond riser assembly ESC -19 SWDM 5.4.5.2 $ 1,949.38 Each Sediment trap, 5 high berm ESC -20 SWDM 5.4.5.1 $ 17.91 LF Sed. trap, 5' high, riprapped spillway berm section ESC -21 SWDM 5.4.5.1 $ 68.54 LF Seeding, by hand ESC -22 SWDM 5.4.2.4 $ 0.51 SY Sodding, 1" deep, level ground ESC -23 SWDM 5.4.2.5 $ 6.03 SY Sodding, 1" deep, sloped ground ESC -24 SWDM 5.4.2.5 $ 7.45 SY TESC Supervisor ESC -25 $ 74.75 HR 40 1 2990 Water truck, dust control ESC -26 SWDM 5.4.7 $ 97.75 HR WRITE =IN -ITEMS *** (see page 9) CB Inserts $ 100.00 Each 6 1 600 ESC SUBTOTAL: 30% CONTINGENCY & MOBILIZATION: ESC TOTAL: COLUMN: Page 2 of 9 li- wks- sbq.xls $ 6,822.50 $ 2,046.75 $ 8,869.25 A Unit prices updated: 02/12/02 Version: 11/26/2008 Report Date: 6/23/2011 Site Improvement Bond Quantity Worksheet I Web date 12/02/2008 Page 3 of 9 *KCC 27A authorizes only one bond reduction. li- wks- sbq.xls SUBTOTAL 3,995.36 17,792.40 Unit prices updated: 02/12/02 Version: 11/26/08 Report Date 6/23/2011 Existing-, :- Right -of -Way Future Public - Right of Way & Drainage facilities ' Private Improvements = = Quantity Completed (Bond Reduction)* `Quanta Complete Cost Unit Price Unit Quant. ' Cost Quant. I_ Cost ' Quant. Cost GENERAL ITEMS No. Backfill & Compaction- embankment GI - 1 $ 5.62 CY 300 1,686.00 Backfill & Compaction- trench GI - 2 $ 8.53 CY 5.5 46.92 70 597.10 Clear /Remove Brush, by hand GI - 3 $ 0.36 SY Clearing /Grubbing /Tree Removal GI - 4 $ 8,876.16 Acre Excavation - bulk GI - 5 $ 1.50 CY 50 75.00 Excavation - Trench GI - 6 $ 4.06 CY 7 28.42 90 365.40 Fencing, cedar, 6' high GI - 7 $ 18.55 LF Fencing, chain link, vinyl coated, 6' high GI - 8 $ 13.44 LF 460 6,182.40 Fencing, chain link, gate, vinyl coated, 2 GI - 9 $ 1,271.81 Each Fencing, split rail, 3' high GI - 10 $ 12.12 LF Fill & compact - common barrow GI - 11 $ 22.57 CY Fill & compact - gravel base GI - 12 $ 25.48 CY Fill & compact - screened topsoil GI - 13 $ 37.85 CY Gabion, 12" deep, stone filled mesh GI - 14 $ 54.31 SY Gabion, 18" deep, stone filled mesh GI - 15 $ 74.85 SY Gabion, 36" deep, stone filled mesh GI - 16 $ 132.48 SY Grading, fine, by hand GI - 17 $ 2.02 SY Grading, fine, with grader GI - 18 $ 0.95 SY 210 199.50 2000 1,900.00 Monuments, 3' long GI - 19 $ 135.13 Each Sensitive Areas Sign GI - 20 $ 2.88 Each Sodding, 1" deep, sloped ground GI - 21 $ 7.46 SY 42 313.32 600 4,476.00 Surveying, line & grade GI - 22 $ 788.26 Day 2 1,576.52 Surveying, lot location /lines GI - 23 $ 1,556.64 Acre 0.6 933.98 Traffic control crew ( 2 flaggers) GI - 24 $ 85.18 HR 40 3,407.20 Trail, 4" chipped wood GI - 25 $ 7.59 SY Trail, 4" crushed cinder GI - 26 $ 8.33 SY Trail, 4" top course GI - 27 $ 8.19 SY Wall, retaining, concrete GI - 28 $ 44.16 SF Wall, rockery GI - 29 $ 9.49 SF Page 3 of 9 *KCC 27A authorizes only one bond reduction. li- wks- sbq.xls SUBTOTAL 3,995.36 17,792.40 Unit prices updated: 02/12/02 Version: 11/26/08 Report Date 6/23/2011 I till Site Improvement Bond Quantity Worksheet Existing Right -of -way Future Public Right of Way & Drainage Facilities Private Improvements I Web date 12/02/2008 Bond Reduction* Unit Price Unit Quant. j . Cost _ Quant. j Cost Quant. Cost Quant. Complete Cost ROAD IMPROVEMENT No. AC Grinding, 4' wide machine < 1000sy RI - 1 28.00 SY AC Grinding, 4' wide machine 1000 -2000 RI -2 $ 15.00 SY AC Grinding, 4' wide machine > 2000sy RI - 3 7.00 SY AC Removal /Disposal /Repair RI -4 $ 67.50 SY Barricade, type I RI - 5 30.03 LF Barricade, type III ( Permanent ) RI -6 $ 45.05 LF Curb & Gutter, rolled RI -7 $ 17.00 LF Curb & Gutter, vertical RI - 8 $ 12.50 LF 100 1,250.00 Curb and Gutter, demolition and disposa RI - 9 $ 18.00 LF Curb, extruded asphalt RI - 10 5.50 LF Curb, extruded concrete RI -11 $ 7.00 LF 50 350.00 1042 7,294.00 Sawcut, asphalt, 3" depth RI - 12 1.85 LF 150 277.50 Sawcut, concrete, per 1" depth RI -13 1.69 LF Sealant, asphalt RI - 14 $ 1.25 LF 150 187.50 Shoulder, AC, ( see AC road unit price ) RI - 15 $ SY Shoulder, gravel, 4" thick RI - 16 15.00 SY Sidewalk, 4" thick RI - 17 35.00 SY 110 3,850.00 233 8,155.00 Sidewalk, 4" thick, demolition and dispos RI - 18 29.50 SY Sidewalk, 5" thick RI - 19 38.50 SY Sidewalk, 5" thick, demolition and dispos RI - 20 37.50 SY Sign, handicap RI -21 85.28 Each 2 170.56 Striping, per stall RI - 22 5.82 Each 28 162.96 Striping, thermoplastic, ( for crosswalk ) RI - 23 2.38 SF Striping, 4" reflectorized line RI - 24 0.25 LF Page 4 of 9 *KCC 27A authorizes only one bond reduction. Ii- wks- sbq.xls SUBTOTAL 5,915.00 15,782.52 Unit prices updated: 02/12/02 Version: 11/26/08 Report Date: 6/23/2011 Site Improvement Bond Quantity Worksheet I Web date 12/02/2008 Page 5 of 9 `KCC 27A authorizes only one bond reduction. li- wks-sbq.xls SUBTOTAL 495.00 35,143.00 Unit prices updated: 02/12/02 Version: 11/26/08 Report Date: 6/23/2011 ,;Existing , ; Right -of -way' , Future Public . _ Right of Way & Drainage Facilities Private Improvements Bond Reduction* Quant. Complete Cost Unit Price Unit Quant. I Cost. _ Quant. Cost' Quant. I Cost ROAD SURFACING (4" Rock = 2.5 base & 1.5" top course) For '93 KCRS ( 6.5" Rock= 5" base & 1.5" top course) For KCRS '93, (additional 2.5" base) add RS - 1 $ 3.60 SY AC Overlay, 1.5" AC RS - 2 $ 11.25 SY AC Overlay, 2" AC RS - 3 $ 15.00 SY 33 495.00 AC Road, 2 ", 4" rock, First 2500 SY RS - 4 $ 21.00 SY 890 18,690.00 AC Road, 2 ", 4" rock, Qty. over 2500SY RS - 5 $ 19.00 SY AC Road, 3 ", 4" rock, First 2500 SY RS - 6 $ 23.30 SY 635 14,795.50 AC Road, 3 ", 4" rock, Qty. over 2500 SY RS - 7 $ 21.00 SY AC Road. 5 ". First 2500 SY RS - 8 $ 27.60 SY AC Road, 5 ", Qty. Over 2500 SY RS - 9 $ 25.00 SY AC Road, 6 ", First 2500 SY RS - 1C $ 33.10 SY AC Road, 6 ", Qty. Over 2500 SY RS - 11 $ 30.00 SY Asphalt Treated Base, 4" thick RS - 12 $ 20.00 SY Gravel Road, 4" rock, First 2500 SY RS - 12 $ 15.00 SY Gravel Road, 4" rock, Qty. over 2500 SY RS - 14 $ 8.50 SY PCC Road, 5 ", no base, over 2500 SY RS - 1E $ 27.00 SY PCC Road, 6 ", no base, over 2500 SY RS - 1€ $ 25.50 SY 65 1,657.50 Thickened Edge RS - 17 $ 8.60 LF Page 5 of 9 `KCC 27A authorizes only one bond reduction. li- wks-sbq.xls SUBTOTAL 495.00 35,143.00 Unit prices updated: 02/12/02 Version: 11/26/08 Report Date: 6/23/2011 1 1 1 Site Improvement Bond Quantity Worksheet I I Web date 12/02/2008 Page 6 of 9 'KCC 27A authorizes only one bond reduction. li- wks- sbq.xls SUBTOTAL 2,515.28 7,545.84 Unit prices updated: 02/12/02 Version: 11/26/08 Report Date 6/23/2011 Existing; Right -of -way Future Public - Right of Way & Drainage Facilities Private Improvements Bond Reduction* Quant: Complete Cost Unit Price Unit Quant. I Cost Quant. I Cost - Quant. Cost DRAINAGE (CPP = Corrugated Plastic Pipe, N12 or Equivalent) For Culvert prices, Average of 4' cover was assumed. Assume perforated PVC is same price as solid pipe. Access Road, R/D D - 1 $ 21.00 SY Bollards - fixed D - 2 $ 240.74 Each Bollards - removable D - 3 $ 452.34 Each " (CBs include frame and lid) CB Type I D - 4 $ 1,257.64 Each 2 2,515.28 6 7,545.84 CB Type IL D - 5 $ 1,433.59 Each CB Type II, 48" diameter D - 6 $ 2,033.57 Each for additional depth over 4' D - 7 $ 436.52 FT CB Type II, 54" diameter 0 - 8 $ 2,192.54 Each for additional depth over 4' D - 9 $ 486.53 FT CB Type II, 60" diameter D - 10 $ 2,351.52 Each for additional depth over 4' D - 11 $ 536.54 FT CB Type II, 72" diameter D - 12 $ 3,212.64 Each for additional depth over 4' D - 13 $ 692.21 FT Through -curb Inlet Framework (Add) D - 14 $ 366.09 Each Cleanout, PVC, 4" D - 15 $ 130.55 Each Cleanout, PVC, 6" D - 16 $ 174.90 Each Cleanout, PVC, 8" D - 17 $ 224.19 Each Culvert, PVC, 4" D - 18 $ 8.64 LF Culvert, PVC, 6" D - 19 $ 12.60 LF Culvert, PVC, 8" D - 20 $ 13.33 LF Culvert, PVC, 12" D - 21 $ 21.77 LF Culvert, CMP, 8" D - 22 $ 17.25 LF Culvert, CMP, 12" D - 23 $ 26.45 LF Culvert, CMP, 15" D - 24 $ 32.73 LF Culvert, CMP, 18" D - 25 $ 37.74 LF Culvert, CMP, 24" D - 26 $ 53.33 LF Culvert, CMP, 30" D - 27 $ 71.45 LF Culvert, CMP, 36" D - 28 $ 112.11 LF Culvert, CMP, 48" D - 29 $ 140.83 LF Culvert, CMP, 60" D - 30 $ 235.45 LF Culvert, CMP, 72" D - 31 $ 302.58 LF Page 6 of 9 'KCC 27A authorizes only one bond reduction. li- wks- sbq.xls SUBTOTAL 2,515.28 7,545.84 Unit prices updated: 02/12/02 Version: 11/26/08 Report Date 6/23/2011 8 Site Improvement Bond Quantity Worksheet 4 Web date 12/02/2008 DRAINAGE CONTINUED Existing Right -of -way Future Public Right of Way & Drainage Facilities Private Improvements Bond Reduction* Quant. Complete Cost No. Unit Price _ Unit Quant., Cost Quant. Cost Quant. ` Cost Culvert, Concrete, 8" D - 32 $ 21.02 LF _ Culvert, Concrete, 12" D - 33 $ 30.05 LF Culvert, Concrete, 15" D - 34 S 37.34 LF Culvert, Concrete, 18" D - 35 $ 44.51 LF Culvert, Concrete, 24" D - 36 $ 61.07 LF Culvert, Concrete. 30" D - 37 $ 104.18 LF Culvert, Concrete, 36" D - 38 $ 137.63 LF Culvert, Concrete, 42" D - 39 $ 158.42 LF Culvert, Concrete, 48" D - 40 $ 175.94 LF Culvert, CPP, 6" D - 41 $ 10.70 LF Culvert, CPP, 8" D - 42 $ 16.10 LF 381 6134.1 Culvert, CPP, 12" D - 43 $ 20.70 LF 24 496.8 Culvert, CPP, 15" D - 44 $ 23.00 LF Culvert, CPP, 18" D - 45 $ 27.60 LF Culvert, CPP, 24" D - 46 $ 36.80 LF Culvert, CPP, 30" D - 47 $ 48.30 LF Culvert, CPP, 36" D - 48 $ 55.20 LF Ditching D - 49 $ 8.08 CY Flow Dispersal Trench (1,436 base +) D - 50 $ 25.99 LF French Drain (3' depth) D - 51 $ 22.60 LF Geotextile, laid in trench, polypropylene D - 52 $ 2.40 SY Infiltration pond testing D - 53 $ 74.75 HR Mid -tank Access Riser, 48" dia, 6' deep D - 54 $ 1,605.40 Each Pond Overflow Spillway D - 55 $ 14.01 SY Restrictor /Oil Separator, 12" D - 56 $ 1,045.19 Each Restrictor /Oil Separator, 15" D - 57 $ 1,095.56 Each RestrictorlOil Separator, 18" D - 58 $ 1,146.16 Each Riprap, placed D - 59 $ 39.08 CY Tank End Reducer (36" diameter) D - 60 $ 1,000.50 Each Trash Rack, 12" D - 61 $ 211.97 Each Trash Rack, 15" D - 62 $ 237.27 Each Trash Rack, 18" D - 63 $ 268.89 Each Trash Rack, 21" D - 64 $ 306.84 Each Page 7 of 9 *KCC 27A authorizes only one bond reduction. li- wks- sbq.xls SUBTOTAL 496.8 6134.1 Unit prices updated: 02/12/02 Version: 11/26/08 Report Date 6/23/2011 Site Improvement Bond Quantity Worksheet Web date 12/02/2008 SUBTOTAL SUBTOTAL (SUM ALL PAGES): 13,417.44 30% CONTINGENCY & MOBILIZATION: 4,025.23 GRANDTOTAL: 17,442.67 COLUMN: B Page 8 of 9 `KCC 27A authorizes only one bond reduction. li- wks- sbq.xls C 34,000.00 116,397.86 34,919.36 151, 317.22 D E Unit prices updated: 02/12/02 Version. 11/26/08 Report Date: 6/23/2011 Existing Right -of -way Future Public Right of Way & Drainage Facilities Private Improvements Bond Reduction* Quant. Complete Cost Unit Price Unit - Quant. I Price Quant. I Cost Quant. I Cost PARKING LOT SURFACING No. 2" AC. 2" top course rock & 4" borrow PL - 1 S 21.00 SY 2" AC. 1.5" top course & 2.5" base cour PL - 2 $ 28.00 SY 4" select borrow PL - 3 $ 4.55 SY 1.5" top course rock & 2.5" base course PL - 4 $ 11.41 SY UTILITY POLES & STREET LIGHTING Utility pole relocation costs must be accompanied by Franchise Utility's Cost Statement Utility Pole(s) Relocation UP -1 Lump Sum Street Light Poles w /Luminaires UP -2 I Each 6 WRITE -IN -ITEMS (Such as detention /water quality vaults.) No. Presettling Vault WI - 1 $ 5,000.00 Each 1 5,000.00 Stormfilter Vault WI - 2 $29,000 00 SY 1 29,000.00 WI - 3 CY WI -4 LF WI -5 FT WI - 6 WI - 7 WI - 8 WI - 9 wl -10 SUBTOTAL SUBTOTAL (SUM ALL PAGES): 13,417.44 30% CONTINGENCY & MOBILIZATION: 4,025.23 GRANDTOTAL: 17,442.67 COLUMN: B Page 8 of 9 `KCC 27A authorizes only one bond reduction. li- wks- sbq.xls C 34,000.00 116,397.86 34,919.36 151, 317.22 D E Unit prices updated: 02/12/02 Version. 11/26/08 Report Date: 6/23/2011 • • MO • - - • MI NM I MO = • • i • • MO • Site Improvement Bond Quantity Worksheet Web date: 12/02/2008 Original bond computations prepared by: Name: Geoff Tamble Date: 24- Jun -11 PE Registration Number: 36953 Tel. #: 425 - 216 -4051 Firm Name: The Blueline Group Address: 25 Central Way, Suite 400 Kirkland, WA 98033 Project No: NA Stabilization /Erosion Sediment Control (ESC) Existing Right -of -Way Improvements Future Public Right of Way & Drainage Facilities Private Improvements Calculated Quantity Completed Total Right -of Way and /or Site Restoration Bond * / ** (First $7,500 of bond* shall be cash.) Performance Bond* Amount (A +B +C +D) = TOTAL Reduced Performance Bond* Total * ** Maintenance /Defect Bond* Total NAME OF PERSON PREPARING BOND* REDUCTION: ROAD IMPROVEMENTS & DRAINAGE FACILITIES FINANCIAL GUARANTEE REQUIREMENTS PERFORMANCE BOND* PUBLIC ROAD & DRAINAGE AMOUNT BOND* AMOUNT MAINTENANCE /DEFECT BOND* REQUIRED AT RECORDING OR 8,869.3 TEMPORARY OCCUPANCY * ** 17,442.7 (D) $ 151,317.2 (A +B) $ 26,311.9 (T) $ 177,629.1 Minimum bond* amount is $2000. (E) $ T x 0.30 $ 53,288.7 OR (T -E) $ 177,629.1 Use larger of Tx30% or (T -E) Date: (B +C) x 0.25 = $ 4,360.7 * NOTE: The word "bond" as used in this document means a financial guarantee acceptable to King County. ** NOTE: KCC 27A authorizes right of way and site restoration bonds to be combined when both are required. The restoration requirement shall include the total cost for all TESC as a minimum, not a maximum. In addition, corrective work, both on- and off -site needs to be included. Quantities shall reflect worse case scenarios not just minimum requirements. For example, if a salmonid stream may be damaged, some estimated costs for restoration needs to be reflected in this amount. The 30% contingency and mobilization costs are computed in this quantity. ***NOTE: Per KCC 27A, total bond amounts remaining after reduction shall not be less than 30% of the original amount (T) or as revised by major design changes. REQUIRED BOND* AMOUNTS ARE SUBJECT TO REVIEW AND MODIFICATION BY DDES Page 9 of 9 li- wks- sbq.xls Check out the DDES Web site at www.kin_ocountv.gov /permits Unit prices updated: 02/12/02 Version: 11/26/08 Report Date: 6/23/2011 1 1 1 KING COUNTY, WASHINGTON, SURFACE WATER DESIGN MANUAL TECHNICAL INFORMATION REPORT (TIR) WORKSHEET Part 1 PROJECT OWNER AND PROJECT ENGINEER Project Owner /Aro 70.4, NGIJ Phone Address (.A c$OSP Project Engineer C e r (..le / k Company _ &L e lh•e ✓w� Phone q: - -al 6 - (6S I Part 3 TYPE OF PERMIT APPLICATION ❑ Landuse Services Subdivison / Short Subd. / UPD • B " • "i . ervices M/F / Commerica / SFR ® Clearing and Grading ® Right -of -Way Use ❑ Other Part 2 PROJECT LOCATION AND •,DESCRIPTION Project Name DDES Permit # Location Township 23 /1) Range Section 2Z Site Address /54%% 7 Ih 1 /, 1A4, • Part 4 OTHER REVIEWS AND: PERMITS ❑ DFW HPA ❑ COE 404 ❑ DOE Dam Safety ❑ FEMA Floodplain ❑ COE Wetlands ❑ Other ❑ Shoreline Management ❑ Structural Rockery/Vault/ ❑ ESA Section 7 Part 5 PLAN AND REPORT INFORMATION Technical Information Report Type of Drainage Review 42111. / Targeted (circle): Large Site Date (include revision ��f/2G/ / Site Improvement Plan (Engr. Plans) Type (circle one): ul / Modified / Small ye Date (include revision /"5 /2U /r dates): dates): Date of Final: Date of Final: Part 6 ADJUSTMENT APPROVALS Type (circle one): Standard omplex / Preapplication / Experimental / Blanket Description: (include conditions in TIR Section 2) PerJA,k Date of Approval: Pol.-4N 2009 Surface Water Design Manual 1 1/9/2009 1 1 1 1 1 1 KING COUNTY, WASHINGTON, SURFACE WATER DESIGN MANUAL TECHNICAL INFORMATION REPORT (TIR) WORKSHEET Part 7 MONITORING REQUIREMENTS . ... Monitoring Required: Start Date: Yes / No ��I w /I Describe: Completion Date: Oct 0 i l Part 8 SITE COMMUNITY AND DRAINAGE BASIN. Community Plan : C \ }•\ Z%(-- Tvf�w•�1F} Special District Overlays: Drainage Basin: `-'ten Stormwater Requirements: Part 9 ONSITE AND ADJACENT SENSITIVE AREAS ❑ River /Stream ❑ Steep Slope ❑ Lake ❑ Erosion Hazard ❑ Wetlands ❑ Landslide Hazard ❑ Closed Depression ❑ Coal Mine Hazard ❑ Floodplain ❑ Seismic Hazard ❑ Other ❑ Habitat Protection Part 10 SOILS Soil Type QV Slopes Erosion Potential Lcu' ❑ High Groundwater Table (within 5 feet) ❑ Sole Source Aquifer ❑ Other ❑ Seeps /Springs ❑ Additional Sheets Attached 2009 Surface Water Design Manual 2 1/9/2009 1 1 1 1 1 1 KING COUNTY, WASHINGTON, SURFACE WATER DESIGN MANUAL TECHNICAL INFORMATION REPORT (TIR) WORKSHEET Part 11 DRAINAGE DESIGN LIMITATIONS REFERENCE LIMITATION / SITE CONSTRAINT ® Core 2 — Offsite Analysis f? w Sujer ❑ Sensitive /Critical Areas ❑ SEPA ❑ Other LI Additional Sheets Attached Part 12 TIR SUMMARY SHEET (provide one TIR Summary Sheet per Threshold Discharge Area) Threshold Discharge Area: 1 (name or description) S} le Core Requirements (all 8 apply) Discharge at Natural Location Number of Natural Discharge Locations: I Offsite Analysis Level: / 2 / 3 dated: Oh 5/26/ d Flow Control Level: 1 / 2 / 3 or Exemption Number f'ec& q incl. facili summa sheet Small Site BMPs '' Conveyance System Spill containment located at: nrM -; fe v Erosion and Sediment Control ESC Site Supervisor: PeoI CAArr 60+1(& ( +vac tIm Inc') Contact Phone: , 06 - g 17 1).S f After Hours Phone: c46- gli- (2S4 Maintenance and Operation Responsibility: (Privy / Public If Private, Maintenance Log Required: Yes r to Financial Guarantees and Provided: (Ye/ No Liability Water Quality Type: 4• / Sens. Lake / Enhanced Basicm / Bog (include facility summary sheet) or Exemp ion o. Landscape Management Plan: Yes /LJJ Special Requirements (as applicable) Area Specific Drainage Type: CDA / SDO / MDP / BP / LMP / Shared Fac. / None Requirements Name: Floodplain /Floodway Delineation Type: Major / Minor / Exemption / None 100 -year Base Flood Elevation (or range): Datum: Flood Protection Facilities Describe: Source Control Describe landuse: (comm. /industrial landuse) Describe any structural controls: 2009 Surface Water Design Manual 3 1/9/2009 1 KING COUNTY. WASHINGTON, SURFACE WATER DESIGN MANUAL TECHNICAL INFORMATION REPORT (TIR) WORKSHEET Oil Control High -use Site: Yes /(Kfo Treatment BMP: Maintenance Agreement: Yes with whom? Other Drainage Structures Describe: g vv r (I k 're,o-}rAg " Wu I+ Part 13 EROSION AND SEDIMENT CONTROL REQUIREMENTS MINIMUM ESC REQUIREMENTS Type/Description MINIMUM ESC REQUIREMENTS DURING CONSTRUCTION Type /Description AFTER CONSTRUCTION ❑ Clearing Limits ❑ Stabilize Exposed Surfaces ❑ Cover Measures ❑ Remove and Restore Temporary ESC Facilities ❑ Perimeter Protection ❑ Clean and Remove All Silt and Debris, Ensure (0 Traffic Area Stabilization Operation of Permanent Facilities Sediment Retention ❑ Flag Limits of SAO and open space preservation areas ❑ Surface Water Collection ❑Other ❑ Dewatering Control ❑ Dust Control ❑ Flow Control Part 14 STORMWATER FACILITY DESCRIPTIONS (Note: Include Facility Summary and Sketch) Flow Control Type/Description Water Quality Type /Description ❑ Detention ❑ Infiltration ❑ Regional Facility ❑ Shared Facility ❑ Flow Control BMPs LI Other Fxerir ' ❑ Biofiltration ❑ Wetpool ❑ Media Filtration ❑ Oil Control ❑ Spill Control ❑ Flow Control BMPs LI Other ` J/ c r )oir. rI Ik1 `VW f 2009 Surface Water Design Manual 4 1/9/2009 1 1 1 1 1 KING COUNTY, WASHINGTON, SURFACE WATER DESIGN MANUAL TECHNICAL INFORMATION REPORT (TIR) WORKSHEET Part 15 EASEMENTS/TRACTS Part 16 STRUCTURAL ANALYSIS ❑ Drainage Easement ❑ Covenant ❑ Native Growth Protection Covenant ❑ Tract ❑ Other ❑ Cast in Place Vault ❑ Retaining Wall ❑ Rockery > 4' High ❑ Structural on Steep Slope ❑ Other Part 17 SIGNATURE OF PROFESSIONAL ENGINEER I, or a civil engineer under my supervision, have visited the site. Actual site conditions as observed were incorporated into this worksheet and the attached Technical Information Report. To the best of my knowledge the ' or f / rovided here is accurate //Al i I - //-' �'GITY• 2009 Surface Water Design Manual 1/9/2009 5 KING COUNTY, WASHINGTON, SURFACE WATER DESIGN MANUAL STORMWATER FACILITY SUMMARY SHEET DDES Permit Number /t)/� (provide one Stormwater Facility Summary Sheet per Natural Discharge Location) Overview: Project Name 7-1--kw; IA- law rape Downstream Drainage Basins Major Basin Name CFPrn R)Av' Immediate Basin Name Cr, I +i n M 6e.tk. Flow Control: Flow Control Facility Name/Number AtA Facility Location Ni Date -/`%/ // If none, Flow control provided in regional /shared facility (give location) N/ No flow control required i< Exemption number General Facility Information: Type/Number of detention facilities: Type/Number of infiltration facilities: ponds ponds vaults tanks tanks trenches Control Structure Location /Oh Type of Control Structure /UA Number of Orifices/Restrictions Size of Orifice /Restriction: No. 2 No. 3 No. 4 No. 1 Flow Control Performance Standard /P- 2009 Surface Water Design Manual 1/9/2009 1 KING COUNTY. WASHINGTON, SURFACE WATER DESIGN MANUAL Live Storage Volume /1»- Depth Volume Factor of Safety Number of Acres Served 01‘>0 Number of Lots I Dam Safety Regulations (Washington State Department of Ecology) Reservoir Volume above natural grade Depth of Reservoir above natural grade Facility Summary Sheet Sketch All detention, infiltration and water quality facilities must include a detailed sketch. (1 I "x 17" reduced size plan sheets may be used) 2009 Surface Water Design Manual 1/9/2009 2 KING COUNTY. WASHINGTON. SURFACE WATER DESIGN MANUAL Water Quality: Type/Number of water quality facilities /BMPs: biofiltration swale (regular /wet/ or continuous inflow) large) above large) Liner? sand filter (basic or large) sand filter, linear (basic or combined detention /wetpond sand filter vault (basic or (wetpond portion basic or large) sand bed depth (inches) combined detention /wetvault stormwater wetland filter strip r storm filter flow dispersion wetpond (basic or large) farm management plan wetvault landscape management plan Is facility Lined? oil /water separator If so, what marker is used (baffle or coalescing plate) catch basin inserts: Manufacturer pre- settling pond pre - settling structure: Manufacturer NP - CreneY1C- 'x 16/ 7(APIA) .) 170etas4 (OAtet-it 1/r high flow bypass structure (e.g., flow - splitter catch basin) source controls Design Information Water Quality design flow Oi c ? ( 5 Water Quality treated volume (sandfilter) Water Quality storage volume (wetpool) Facility Summary Sheet Sketch 2009 Surface Water Design Manual 1/9/2009 3 KING COUNTY. WASHINGTON. SURFACE WATER DESIGN MANUAL All detention, infiltration and water quality facilities must include a detailed sketch. (1 1"x17" reduced size plan sheets may be used) 2009 Surface Water Design Manual 1/9/2009 4 Tukwila Taco Time Final Technical Information Report Section 10 Operations and Maintenance The conveyance system and water quality facility will be privately maintained. Please see Maintenance Requirements for Flow Control, Conveyance and WQ Facilities attached to this section. Job k 10 -080 ., Page 10 -1 1 1 1 1 1 1 APPENDIX A MAINTENANCE REQUIREMENTS FOR FLOW CONTROL, CONVEYANCE, AND WQ FACILITIES NO.5 - CATCH BASINS AND MANHOLES Maintenance Component Defect or Problem Condition When Maintenance is Needed Results Expected When Maintenance is Performed Structure Sediment Sediment exceeds 60% of the depth from the bottom of the catch basin to the invert of the lowest pipe into or out of the catch basin or is within 6 inches of the invert of the lowest pipe into or out of the catch basin. Sump of catch basin contains no sediment Trash and debris Trash or debris of more than 'A cubic foot which is located immediately in front of the catch basin opening or is blocking capacity of the catch basin by more than 10 %. No Trash or debris blocking or potentially blocking entrance to catch basin. Trash or debris in the catch basin that exceeds 1/3 the depth from the bottom of basin to invert the lowest pipe into or out of the basin. No trash or debris in the catch basin. Dead animals or vegetation that could generate odors that could cause complaints or dangerous gases (e.g.. methane). No dead animals or vegetation present within catch basin. Deposits of garbage exceeding 1 cubic foot in volume. No condition present which would attract or support the breeding of insects or rodents. Damage to frame and /or top slab Corner of frame extends more than % inch past curb face into the street (If applicable). Frame is even with curb. Top slab has holes larger than 2 square inches or cracks wider than '/4 inch. Top slab is free of holes and cracks. Frame not sitting flush on top slab, i.e., separation of more than % inch of the frame from the top slab. Frame is sitting flush on top slab. Cracks in walls or bottom Cracks wider than 'A inch and longer than 3 feet, any evidence of soil particles entering catch basin through cracks, or maintenance person judges that catch basin is unsound. Catch basin is sealed and structurally sound. Cracks wider than 'A inch and longer than 1 foot at the joint of any inlet/outlet pipe or any evidence of soil particles entering catch basin through cracks. No cracks more than 1/4 inch wide at the joint of inlet/outlet pipe. Settlement/ misalignment Catch basin has settled more than 1 inch or has rotated more than 2 inches out of alignment. Basin replaced or repaired to design standards. Damaged pipe joints Cracks wider than 'A -inch at the joint of the inlet/outlet pipes or any evidence of soil entering the catch basin at the joint of the inlet/outlet pipes. No cracks more than ''h -inch wide at the joint of inlet/outlet pipes. Contaminants and pollution Any evidence of contaminants or pollution such as oil, gasoline, concrete slurries or paint. Materials removed and disposed of according to applicable regulations. Source control BMPs implemented if appropriate. No contaminants present other than a surface oil film. Inlet/Outlet Pipe Sediment accumulation Sediment filling 20% or more of the pipe. Inlet/outlet pipes clear of sediment. Trash and debris Trash and debris accumulated in inlet/outlet pipes (includes floatables and non - floatables). No trash or debris in pipes. Damaged Cracks wider than 'A-inch at the joint of the inlet/outlet pipes or any evidence of soil entering at the joints of the inlet/outlet pipes. No cracks more than % -inch wide at the joint of the inlet/outlet pipe. 2009 Surface Water Design Manual — Appendix A A -9 1/9/2009 1 1 1 1 1 1 1 APPENDIX A MAINTENANCE REQUIREMENTS FLOW CONTROL, CONVEYANCE, AND WQ FACILITIES NO.5 - CATCH BASINS AND MANHOLES Maintenance Component Defect or Problem Condition When Maintenance Is Needed Results Expected When Maintenance is Performed Metal Grates (Catch Basins) Unsafe grate opening Grate with opening wider than 7/8 inch. Grate opening meets design standards. Trash and debris Trash and debris that is blocking more than 20% of grate surface. Grate free of trash and debris. footnote to guidelines for disposal Damaged or missing Grate missing or broken member(s) of the grate. Any open structure requires urgent maintenance. Grate is in place and meets design standards. Manhole Cover /Lid Cover /lid not in place Cover /lid is missing or only partially in place. Any open structure requires urgent maintenance. Cover /lid protects opening to structure. Locking mechanism Not Working Mechanism cannot be opened by one maintenance person with proper tools. Bolts cannot be seated. Self- locking cover/lid does not work. Mechanism opens with proper tools. Cover /lid difficult to Remove One maintenance person cannot remove cover /lid after applying 80 lbs. of lift. Cover/lid can be removed and reinstalled by one maintenance person. 1/9/2009 2009 Surface Water Design Manual — Appendix A A -I0 1 1 1 1 1 1 1 1 1 APPENDIX A MAINTENANCE REQUIREMENTS FOR FLOW CONTROL, CONVEYANCE, AND WQ FACILITIES NO. 6 - CONVEYANCE PIPES AND DITCHES Maintenance Component Defect or Problem Conditions When Maintenance is Needed Results Expected When Maintenance is Performed Pipes Sediment & debris accumulation Accumulated sediment or debris that exceeds 20% of the diameter of the pipe. Water flows freely through pipes. Vegetation /roots Vegetation /roots that reduce free movement of water through pipes. Water flows freely through pipes. Contaminants and pollution Any evidence of contaminants or pollution such as oil, gasoline, concrete slurries or paint. Materials removed and disposed of according to applicable regulations. Source control BMPs implemented if appropriate. No contaminants present other than a surface oil film. Damage to protective coating or corrosion Protective coating is damaged; rust or corrosion is weakening the structural integrity of any part of pipe. Pipe repaired or replaced. Damaged Any dent that decreases the cross section area of pipe by more than 20% or is determined to have weakened structural integrity of the pipe. Pipe repaired or replaced. Ditches Trash and debris Trash and debris exceeds 1 cubic foot per 1,000 square feet of ditch and slopes. Trash and debris cleared from ditches. Sediment accumulation Accumulated sediment that exceeds 20% of the design depth. Ditch cleaned /flushed of all sediment and debris so that it matches design. Noxious weeds Any noxious or nuisance vegetation which may constitute a hazard to County personnel or the public. Noxious and nuisance vegetation removed according to applicable regulations. No danger of noxious vegetation where County personnel or the public might normally be. Contaminants and pollution Any evidence of contaminants or pollution such as oil, gasoline, concrete slurries or paint. Materials removed and disposed of according to applicable regulations. Source control BMPs implemented if appropriate. No contaminants present other than a surface oil film. Vegetation Vegetation that reduces free movement of water through ditches. Water flows freely through ditches. Erosion damage to slopes Any erosion observed on a ditch slope. Slopes are not eroding. Rock lining out of place or missing (If Applicable) One layer or less of rock exists above native soil area 5 square feet or more, any exposed native soil. Replace rocks to design standards. 2009 Surface Water Design Manual — Appendix A A- II 1/9/2009 1 1 APPENDIX A MAINTENANCE REQUIREMENTS FOR FLOW CONTROL, CONVEYANCE. AND WQ FACILITIES NO. 17 - WETVAULT Maintenance Component Defect or Problem Condition When Maintenance is Needed Results Expected When Maintenance is Performed Site Trash and debris Trash and debris accumulated on facility site. Trash and debris removed from facility site. Treatment Area Trash and debris Any trash and debris accumulated in vault (includes floatables and non - floatables). No trash or debris in vault. Sediment accumulation Sediment accumulation in vault bottom exceeds the depth of the sediment zone plus 6 inches. No sediment in vault. Contaminants and pollution Any evidence of contaminants or pollution such as oil, gasoline, concrete slurries or paint. Materials removed and disposed of according to applicable regulations. Source control BMPs implemented if appropriate. No contaminants present other than a surface oil film. Vault Structure Damage to wall, frame, bottom, and /or top slab Cracks wider than 'h -inch, any evidence of soil entering the structure through cracks, vault does not retain water or qualified inspection personnel determines that the vault is not structurally sound. Vault is sealed and structurally sound. Baffles damaged Baffles corroding, cracking, warping and /or showing signs of failure or baffle cannot be removed. Repair or replace baffles or walls to specifications. Ventilation Ventilation area blocked or plugged. No reduction of ventilation area exists. Inlet/Outlet Pipe Sediment accumulation Sediment filling 20% or more of the pipe. Inlet/outlet pipes clear of sediment. Trash and debris Trash and debris accumulated in inlet/outlet pipes (includes floatables and non- floatables). No trash or debris in pipes. Damaged Cracks wider than 'h -inch at the joint of the inlet/outlet pipes or any evidence of soil entering at the joints of the inlet/outlet pipes. No cracks more than 'h -inch wide at the joint of the inlet/outlet pipe. Gravity Drain Inoperable valve Valve will not open and close. Valve opens and closes normally. Valve won't seal Valve does not seal completely. Valve completely seals closed. Access Manhole Access cover/lid damaged or difficult to open Access cover /lid cannot be easily opened by one person. Corrosion /deformation of cover/lid. Access cover /lid can be opened by one person. Locking mechanism not working Mechanism cannot be opened by one maintenance person with proper tools. Bolts cannot be seated. Self- locking cover /lid does not work. Mechanism opens with proper tools. Cover /lid difficult to remove One maintenance person cannot remove cover /lid after applying 80 lbs of lift. Cover/lid can be removed and reinstalled by one maintenance person. Access doors /plate has gaps, doesn't cover completely Large access doors not flat and /or access opening not completely covered. Doors close flat and covers access opening completely. Lifting Rings missing, rusted Lifting rings not capable of lifting weight of door or plate. Lifting rings sufficient to lift or remove door or plate. Ladder rungs unsafe Missing rungs, misalignment, rust, or cracks. Ladder meets design standards. Allows maintenance person safe access. 2009 Surface Water Design Manual — Appendix A A -23 1/9/2009 1 1 1 APPENDIX A MAINTENANCE REQUIREMENTS FLOW CONTROL, CONVEYANCE, AND WQ FACILITIES NO. 21 - STORMFILTER (CARTRIDGE TYPE) Maintenance Component Defect or Problem Condition When Maintenance is Needed Results Expected When Maintenance is Performed Site Trash and debris Any trash or debris which impairs the function of the facility. Trash and debris removed from facility. Contaminants and pollution Any evidence of contaminants or pollution such as oils. gasoline, concrete slurries or paint. Materials removed and disposed of according to applicable regulations. Source control BMPs implemented if appropriate. No contaminants present other than a surface oil film. Life cycle System has not been inspected for three years. Facility is re- inspected and any needed maintenance performed. Vault Treatment Area Sediment on vault floor Greater than 2 inches of sediment. Vault is free of sediment. Sediment on top of cartridges Greater than % inch of sediment. Vault is free of sediment. Multiple scum lines above top of cartridges Thick or multiple scum lines above top of cartridges. Probably due to plugged canisters or underdrain manifold. Cause of plugging corrected. canisters replaced if necessary. Vault Structure Damage to wall, Frame. Bottom, and /or Top Slab Cracks wider than' /: -inch and any evidence of soil particles entering the structure through the cracks, or qualified inspection personnel determines the vault is not structurally sound. Vault replaced or repaired to design specifications. Baffles damaged Baffles corroding, cracking warping, and /or showing signs of failure as determined by maintenance /inspection person. Repair or replace baffles to specification. Filter Media Standing water in vault 9 inches or greater of static water in the vault for more than 24 hours following a rain event and /or overflow occurs frequently. Probably due to plugged filter media, underdrain or outlet pipe. No standing water in vault 24 hours after a rain event. Short circuiting Flows do not properly enter filter cartridges. Flows go through filter media. Underdrains and Clean -Outs Sediment/debris Underdrains or clean -outs partially plugged or filled with sediment and /or debris. Underdrains and clean -outs free of sediment and debris. Inlet/Outlet Pipe Sediment accumulation Sediment filling 20% or more of the pipe. Inlet/outlet pipes clear of sediment. Trash and debris Trash and debris accumulated in inlet/outlet pipes (includes floatables and non - floatables). No trash or debris in pipes. Damaged Cracks wider than 1/2-inch at the joint of the inlet/outlet pipes or any evidence of soil entering at the joints of the inlet/outlet pipes. No cracks more than % -inch wide at the joint of the inlet/outlet pipe. Access Manhole Cover /lid not in place Cover /lid is missing or only partially in place. Any open manhole requires immediate maintenance. Manhole access covered. Locking mechanism not working Mechanism cannot be opened by one maintenance person with proper tools. Bolts cannot be seated. Self- locking cover/lid does not work. Mechanism opens with proper tools. Cover /lid difficult to remove One maintenance person cannot remove cover /lid after applying 80 lbs of lift. Cover /lid can be removed and reinstalled by one maintenance person. Ladder rungs unsafe Missing rungs, misalignment, rust, or cracks. Ladder meets design standards. Allows maintenance person safe access. Large access doors /plate Damaged or difficult to open Large access doors or plates cannot be opened /removed using normal equipment. Replace or repair access door so it can opened as designed. 1/9/2009 A -30 2009 Surface Water Design Manual — Appendix A 1 1 1 1 1 1 1 APPENDIX A MAINTENANCE REQUIREMENTS FOR FLOW CONTROL, CONVEYANCE, AND WQ FACILITIES NO. 21 - STORMFILTER (CARTRIDGE TYPE) Maintenance Component Defect or Problem Condition When Maintenance is Needed Results Expected When Maintenance is Performed Gaps, doesn't cover completely Large access doors not flat and /or access opening not completely covered. Doors close flat and cover access opening completely. Lifting Rings missing. rusted Lifting rings not capable of lifting weight of door or plate. Lifting rings sufficient to lift or remove door or plate. 2009 Surface Water Design Manual - Appendix A 1/9/2009 A-31 1 1 1 1 1 1 1 1 APPENDIX A MAINTENANCE REQUIREMENTS FLOW CONTROL, CONVEYANCE, AND WQ FACILITIES NO. 22 - BAFFLE OIL/WATER SEPARATOR Maintenance Component Defect Condition When Maintenance is Needed Results Expected When Maintenance Is Performed Site Trash and debris Any trash or debris which impairs the function of the facility. Trash and debris removed from facility. Contaminants and pollution Floating oil in excess of 1 inch in first chamber, any oil in other chambers or other contaminants of any type in any chamber. No contaminants present other than a surface oil film. Vault Treatment Area Sediment accumulation Sediment accumulates exceeds 6 inches in the vault. No sediment in the vault. Discharge water not clear Inspection of discharge water shows obvious signs of poor water quality- effluent discharge from vault shows thick visible sheen. Effluent discharge is clear. Trash or debris accumulation Any trash and debris accumulation in vault (floatables and non- floatables). Vault is clear of trash and debris. Oil accumulation Oil accumulations that exceed 1 inch, at the surface of the water in the oil/water separator chamber. No visible oil depth on water. Vault Structure Damage to Wall. Frame, Bottom, and /or Top Slab Cracks wider than 1/2-inch or evidence of soil particles entering the structure through the cracks, or maintenance /inspection personnel determines that the vault is not structurally sound. Vault replaced or repaired to design specifications. Baffles damaged Baffles corroding, cracking, warping and /or showing signs of failure as determined by maintenance inspection personnel. Repair or replace baffles to specifications. Gravity Drain Inoperable valve Valve will not open and close. Valve opens and closes normally. Valve won't seal Valve does not seal completely. Valve completely seals closed. Inlet/Outlet Pipe Sediment accumulation Sediment filling 20% or more of the pipe. Inlet/outlet pipes clear of sediment. Trash and debris Trash and debris accumulated in inlet/outlet pipes (includes floatables and non- floatables). No trash or debris in pipes. Damaged Cracks wider than '/z -inch at the joint of the inlet/outlet pipes or any evidence of soil entering at the joints of the inlet/outlet pipes. No cracks more than % -inch wide at the joint of the inlet/outlet pipe. Access Manhole Cover /lid not in place Cover /lid is missing or only partially in place. Any open manhole requires immediate maintenance. Manhole access covered. Locking mechanism not working Mechanism cannot be opened by one maintenance person with proper tools. Bolts cannot be seated. Self- locking cover /lid does not work. Mechanism opens with proper tools. Cover /lid difficult to remove One maintenance person cannot remove cover /lid after applying 80 lbs of lift. Cover/lid can be removed and reinstalled by one maintenance person. Ladder rungs unsafe Missing rungs, misalignment, rust, or cracks. Ladder meets design standards. Allows maintenance person safe access. Large access doors /plate Damaged or difficult to open Large access doors or plates cannot be opened /removed using normal equipment. Replace or repair access door so it can opened as designed. Gaps. doesn't cover completely Large access doors not flat and /or access opening not completely covered. Doors close flat and cover access opening completely. Lifting Rings missing, rusted Lifting rings not capable of lifting weight of door or cover /lid. Lifting rings sufficient to lift or remove cover/lid. I/9.'2009 A -32 2009 Surface Water Design Manual — Appendix A Tukwila Taco Time Final Technical Information Report Appendix Job # 10 -080 A . Page A EX -.N+ U 7 SW 1/4, NW 1/4, SEC 22, TWP 23N, ROE 4E, W.M. :.0.1'.Naf111 AND Ix NEST. Cat EL(N) (LEVIER CHANNEL) 7Trr/7 T ITT/ -P/ e•£ COVE (D1 CONIC 1J2• (£_2) • .II. I(. .:..y 0. -rNDRM AND at REST ...n if • z co-PROPERTY CQBER Il: . It d � / 2-STORY wom STRUCRANE if.: :.0.1 wv II :. :. • I • IR. II- rN RA917C HAD+).' :.. .. • •u„ *•.-:-:•* •I, \'•: '' 7/ )i '// /I 8 PVC E c.• 1 (E) %- // 7 2. II e•P.CE1#.,( I/ e•Aos NE172B(E) 7l )I I/ // / .... anrorn O1 49M 8749' RN E.17C1 2E4. 11 4 (fL.y . {�7P7EN NaJANN f ^ 71 1Y N C 1221 (N) ,2 arsuols) 1 8•405£xu3(N) ot 0Z? 4/ � 0 1[1? J11.7Q. U,9/ oE5 v ,1 A0.p,c. 129.D (E) / \ v O is t 1 12•d KIi97(N) ^� or cow fJ.7D.0 M) rY Ca%C f 129.9 (5) !•CCNC £1211n (N) !• CNC C 1217 (£) r2' a E 127.7 5)) CADS /E 179.1 (ry N UNDERGROUND UTILITY NOTE UNDERGROUND UALJDES ARE SHORN p 1NE APPRO1miA 1E LOCATION. MERE IS NO GUARANTEE THAT ALL UTILITY LINES ARE WOW OR NAT ME LOCI AO L SZE AND NA1E1d4L 6 AIXILPATE DE CONTRACTOR 9ALJ. MEI ER ALL memo WOE WERE CREME NTfl6ERDICiSS OR C M O-CDONS OCCUR PRIOR ro TRENOONT OR EXCI VA?OO FOR ANY PIPE OR STRUCTURES ro OfIERJEfE ACTUAL LOCATION; 9i€ AND MATERIAL. DE CONTRACTOR SHALL YALE DIE AP11EPRIA1E PRO% PT7f PROTECTION OF SAID ACMES ME Gtl4TRACTOR SHALL wry 1 P-AW, AT 1- 100- 424 -5555 AND ARRANGE FCR FIELD LOCATES OF COSTING FACILITIES BEFORE CONS7RE/CTOY. I Iii i3 2 i 1 !0[ F BLUELINE F SCALE: AS NoiID ` PROTECT MANAGER: CLINT E TA1OLE PE r PROJECT ENGINEER: CUFF E TANRE PE DESIGNER: OOMNO E DANALOCw ISSUE DA GE' R/2.7/2011 REVISIONS EXISTING CONDITIONS EXHIBIT TUKWILA TACO TIME RESTAURANT BUILDING Jay NUMBER: 1 0 -080 GMEEY NAME: EC -O 1 ENT 1 or 1 SW 1/4, NW 1/4, SEC 22, TWP 23N, RGE 4E, W.M. [[ @ x N 474 • / E, SJ6 p75J7 4/u SJB.AI , le' WA 'E JJ1.9 (N) !' CON7 ;E _LP. 76 !N) Pe 03W IE 3313 (5) (CENTER TUNNEL) I _�� - - L 7 / /'-/-)-7777TT7 / s v 0.. /''fp II n If so v Ili li 1 L u v 11 'r u. �: II It. '. „f tarn II u. 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((CC�EN7ER LNANNELZEO -. 175104.66.. _ _ PEASOC LC''. __ B "PVC /E 3717 (E) Ex 59414 17469 4/61 33635 6' E CONE (AI 6' CONC 1,21 (E (CENTER GUNNEL) • 7-7-1-7-1-2 V 7TrTTp'/ EX CB 17536 TOP 3311 7 4'O IE 3333 (W) (W M 0E/V.4 TER TURNDOWN ELBOW) ATER X 554H 17145 RIM 3.3776 6' 1E 3267 (N, 5) (CENTER 04ANNEL) 329.4 (E) 5561 RI 3264 (N. 51 /CENTER CNANNELT 1 -57099 CONCRETE 57RUCNR£ r TART" £ASEALONT 7 41/ 2- 577/179 '4057 579577.97E V N SCALE: 1" = 20' 0 TO 20 40 i - - - - - - - 7 \ .P RIM 107 JSi4a RIM3T59t c060 E 3205 (N) L♦rE moo) 11' COVE r£ 1305 (S) .1 so^ - -=- - 50- SD 19 I L £X 38 367 TOP 33 28 / 6' PVC IE 132.6 (W) 6' ADS 'E 3316 (E) II I /F I 1 / )/ / n/ / • TOP 3313334 A1 / 12' O 132.1 (N) V! 12 01 It 332.0 (5) 174D5 '1(332.30 (w) A / ?v P hT T'x CB 7 45 � ` 0 OP J 2. 2 v /L 12' Dr IE 329.7 M) 2'77 IE 329.7 '1) 17805(3.29.7,111 7/P ..-'=•!r:; :'a7/ -? .ti -4 -P. PRE-C4 r V (OR EQUIVALENT) sEr 0£749. 9EE7 UG -OT PROPOSED TACO TIME BUILDING W I7.: 7 4 , -9 -I :7a , ALI 4' E -13417 w/ CONK B.00MNG r ,: 3 +...•: TRT C . I 3 , .7,T,. W 4' IE 337.27 W/ CCVC BLOCKING H' / 1-5 AWNLESS 5 =� ' . / !APPWp SEE o , . /. 7-fRE N1DRANr 4 4aLr / Iy CONC BLO = SEE GETA6, SNEEr UD-6r/ ?' -x ca 47066 \ 9415E PIN 70 ^FADE TOP 134.60 72.' CONC 'E 330.7 (N) 12' COVE It 3300 (s) NEW 12'1E .320 TO (W) (6' 3•68•010. 04E CO MLL SE REPLACED MIN • CURRENT 594610490 Ca 104 3A9N) e CAP FOP CdNE RLN TO AEUTAMCAL ROOM gE NECNAMGAL PLANS 74 44/SE PIN TO 'FADE Tor 32.76 '2' CONC E )30.' (A7 '2' 405 .E J29.9 (E) VEW 6' E J29.9 (N) 7+01.38 77.62' 99 I -6 SUNLESS SLID. rAPPING RI FL -a' CAM VAL 90 FLaMJ W/ CONE BLOOGNG *'. 64 9W 57603 IE 331.15 7-8 9O• iv/ CONC a00GNG -s- X CB 47136 TO^ 331.96 6" CONE IE 329.9 (N) 6' CONC 'E 329.7 (E) X CU 77776 FOP 335.18 t •I :2" CONC .E 330.7 (N) I '2' 00780E 329.9 (0) 111 CREASE INTERCEPTOR PER SORER PROP./CM SEWS C3 -250 r1.37.51 473'' 97 RN a 57602 4' E 371.1 a (N Our) UNDERGROUND UTILITY NOTE UNDERGROUND Ural ARE SHONN IN THE APPROXIMATE LOCATION. THERE IS NO GUARANTEE INAr ALL UTILITY LOVES ARE SWOON. OR THAT THE LOCA 17061, SIZE AND MA TERTAL IS ACCURA IE THE CONTRACTOR SHALL UNCOVER ALL INDICATED PIPING NHERE CROSSING INTERFERENCES OR CONNECTIONS OCCUR PRIOR TO TRENOIING OR EXCA VA TIOV FOR ANY PIPE OR STRUCTURES TO DETERMINE ACTUAL. LOG DONS SZE AND MA TRIAL THE CONTRACTOR SHALL MAKE THE APPROPRIATE PROVISION FOR PRO TECDON OF SAID FAL:IDES THE CONTRACTOR SHALL NOTIFY (WE ra /I AT I -800 -421 -5555 AND ARRANGE FOR FIELD LOCATION OF EXISTING FACE! TIES BEFORE CONSTRUCTION. SCALE' AS NOTED .RO.)EC r MANAGER, 0060(7 E rAM8(E, PE PROJEC r ENGINEER: GEOF'F E /AN8LE PE DESIGNER: 507/8* UE JA84WON ISSUE OAT: 0/29/2077 RI 0 R a 0 2 b Z J D m .1 I. W X ZZCI i 2 3 0 0 5 tu V m Z Q Z g 0 Q 4 14 i s 0 1t 1 Z It D 0 z� 2 .100 NUMBER: 10 -080 004EET NAM 81 D C •O 1 Flow Frequency Analysis Time Series File:current.tsf Project Location:Sea -Tac - -- Annual Peak Flow Rates - -- Flow Frequency Analysis Flow Rate Rank Time of Peak - - Peaks - - Rank Return Prob (CFS) (CFS) Period 0.145 7 2/09/01 2:00 0.284 1 100.00 0.990 0.128 8 1/05/02 16:00 0.218 2 25.00 0.960 0.178 3 12/08/02 18:00 0.178 3 10.00 0.900 0.150 6 8/26/04 2:00 0.178 4 5.00 0.800 0.178 4 10/28/04 16:00 0.156 5 3.00 0.667 0.156 5 1/18/06 16:00 0.150 6 2.00 0.500 0.218 2 10/26/06 0:00 0.145 7 1.30 0.231 0.284 1 1/09/08 6:00 0.128 8 1.10 0.091 Computed Peaks 0.262 50.00 0.980 Tukwila Taco Time Existing Condition KCRTS Hourly Peak Flows Flow Frequency Analysis Time Series File:dev.tsf Project Location:Sea -Tac - -- Annual Peak Flow Rates - -- Flow Frequency Analysis Flow Rate Rank Time of Peak - - Peaks - - Rank Return Prob (CFS) (CFS) Period 0.120 6 2/09/01 2:00 0.239 1 100.00 0.990 0.100 8 1/05/02 16:00 0.161 2 25.00 0.960 0.143 3 2/27/03 7:00 0.143 3 10.00 0.900 0.110 7 8/26/04 2:00 0.132 4 5.00 0.800 0.132 4 10/28/04 16:00 0.127 5 3.00 0.667 0.127 5 1/18/06 16:00 0.120 6 2.00 0.500 0.161 2 10/26/06 0:00 0.110 7 1.30 0.231 0.239 1 1/09/08 6:00 0.100 8 1.10 0.091 Computed Peaks 0.213 50.00 0.980 Tukwila Taco Time Developed Condition KCRTS Hourly Peak Flows Tukwila Taco Time Developed 15 Minute Flows for WQ Sizing Flow Frequency Analysis Time Series File:dev 15.tsf Project Location:Sea -Tac - -- Annual Peak Flow Rates - -- Flow Frequency Analysis Flow Rate Rank Time of Peak - - Peaks - - Rank Return Prob (CFS) (CFS) Period 0.229 6 8/27/01 18:00 0.627 1 100.00 0.990 0.160 8 9/17/02 17:45 0.459 2 25.00 0.960 0.459 2 12/08/02 17:15 0.314 3 10.00 0.900 0.184 7 8/23/04 14:30 0.264 4 5.00 0.800 0.249 5 10/28/04 16:00 0.249 5 3.00 0.667 0.264 4 10/27/05 10:45 0.229 6 2.00 0.500 0.314 3 10/25/06 22:45 0.184 7 1.30 0.231 0.627 1 1/09/08 6:30 0.160 8 1.10 0.091 Computed Peaks 0.571 50.00 0.980 EVA CONSTRUCTION PRODUCTS INC. Size and Cost Estimate Prepared by Kathryn Thomason on June 10, 2011 Taco Time - Stormwater Treatment System Tukwila, WA Information provided: • Total contributing area = 0.60 acres • Impervious area = 0.48 acres • Water quality flow, awl = 0.0805 cfs • Peak hydraulic flow rate, Qpaak = 0.63 cfs • Presiding agency = City of Tukwila, WA Assumptions: • Media = ZPG cartridges • Cartridge Height = low -drop • Cartridge flow rate = 5.0 gpm • Drop required from inlet to outlet = 1.5' minimum • Depth required from rim to outlet = 3.0' Size and cost estimates: The StormFilter is a flow -based system, and is therefore sized by calculating the peak water quality flow rate associated with the design storm. The water quality flow rate was calculated by the consulting engineer using 35% of the developed 2 year flow rate from KCRTS and was provided to CONTECH Construction Products Inc. for the purposes of developing this estimate. The StormFilter for this site was sized based on a water quality flow rate of 0.0805 cfs. To accommodate this flow rate, CONTECH Construction Products Inc. recommends using a 6'x8' Linear Grate StormFilter with 8 cartridges (see attached detail). The estimated cost of this system is $29,000, complete and delivered to the job site. The contractor is responsible for setting the StormFilter and all external plumbing. ©2008 CONTECH Construction Products Inc. www.contech - cpi.com 11835 NE Glenn Widing Dr., Portland OR 97220 Toll -free: 800.548.4667 Fax: 800.561.1271 Page 1 of 1 TS -P027 I I 1 1 1 1 I I 1 1 1 I I I I I I I 1 KCRTS Wetpool Sizing Calculation - 2005 KCRTS Section 6.4.1.1 Developed Site Areas [s Impervious 20,939 Till Grass 5,573 Till Forest 0 Outwash Soil 0 Rainfall from Mean Annual Storm [ft] 0.039 Basic = 3, Large = 4.5 0.75 Required Wetpool Volume [cf] 592 Project Name Tukwila Taco Time Project # 10 -080 Designed by Geoff Tamble page 6 -71 of 2005 KCSWDM 6/8/2011 Presettling Sizing.xls SECTION 3.2 RUNOFF COMPUTATION AND ANALYSIS METHODS FIGURE 3.2.1.0 25 -YEAR 24 -HOUR ISOPLUVIALS SNOHO M19 H COUNTY KING COUNTY 0 8 y. 5.0 Co h WESTERN KING COUNTY 25 -Year 24 -Hour Precipitation in Inches IRING COUNTY PIERCE COUNYV 0 2 4 Miles h co 55 5.0 4.5 1-9/2009 3 -16 2009 Surface Water Design Manual 3.2.1 RATIONAL METHOD FIGURE 3.2.1.D 100 -YEAR 24 -HOUR ISOPLUVIALS a 4 OUNTY COUNTY a 43 O COUNTY CE COUNTY WESTERN KING COUNTY 100 -Year 24 -Hour Precipitation in Inches 6.5 6.0 5.5 0 2 4 Miles 7 2009 Surface Water Design Manual 3 -17 1/9/2009 1 Rational Method Calculation Tables Tukwial Taco Time 25 and 100 Year C -Value Type of Land Cover C -Value Area Dense Forest 0.10 BR Coefficient Light Forest 0.15 25 -year 100 -year Pasture 0.20 0.65 0.63 Lawns 0.25 0.12 Playgrounds 0.30 Gravel Areas 0.80 Pavements and Roofs 0.90 0.48 Open Water (pond, lakes, wetlands) 1.00 Total 0.770 0.60 IR - Peak Rainfall Intensity Storm Event PR Total Precipitation AR Coefficient BR Coefficient Tc Time of Concentration IR 25 -year 100 -year 3.4 4 2.66 2.61 0.65 0.63 6.30 6.30 2.734 3.274 Rational Method Storm Event C IR A QR 25 -year 100 -year 0.770 0.770 2.734 3.274 0.60 0.60 1.26 1.51 bhughes Page 1 6/23/2011 CB # 9 Stormfilter 8 7 • 6 Bypass bhughes Backwater Spread Sheet - Tukwial Taco Time (100 -Year) Pipe Length Pipe Size Pipe Type IE Out IE In Inlet Type 35.0 -- 8.0 1 329.90 330.08 5 21.0 8.0 1 330.08 330.19 5 5.0 8.0 1 331.72 331.75 5 _ 24.0 8.0 1 331.75 331.87 5 90.0 - 8.0 1 331.87 332.32 5 63.0 8.0 1 331.75 332.07 5 138.0 8.0 1 332.07 332.76 w 5 CB Rim Angle CB Size Q -Ratio 333.95 10 334.69 0 2.5 8.0 0.054 332.91 90 2.5 0.647 334.12 20 2.5 0.417 224.12 0 2.5 335.55 90 3.250 335.90 0 Page 1 Dwnstream Upstream Discharge Flow Elevation Elevation 330.90 332.04 332.55 334.08 333.60 335.08 Misc. Calculations Branch/ Area Q for Area Flow Thru Pipe Crossing Pipe Slope (to check) 0.03 0.08 0.00 0.00 0.05 0.13 0.10 0.25 0.24 0.61 0.13 0.33 0.04 0.10 0.59 1.49 Conveyance 0.01 0.03 Bypass 0.60 1.51 Site 1.49 1.41 1.41 0.86 0.61 0.43 0.10 0.51 %0 0.52% 0.60% 0.50% 0.50% 0.51% 0.50% 7/12/2011 Tukwila Taco Time 100 -year Backwater Analysis BACKWATER COMPUTER PROGRAM FOR PIPES Pipe data from file:OUTFALL.bwp Surcharge condition at intermediate junctions Tailwater Elevation:330.9 feet Discharge Range:1.49 to 1.49 Step of 1. [cfs] Overflow Elevation:334.69 feet Weir:NONE Upstream Velocity :3. feet /sec CB #9 PIPE NO. 1: 35 LE - 8 "CP @ 0.51% OUTLET: 329.90 INLET: 330.08 INTYP: 5 JUNC NO. 1: OVERFLOW -EL: 333.95 BEND: 10 DEG DIA /WIDTH: 2.5 Q- RATIO: 0.05 Q(CFS) HW(FT) HW ELEV. * N -FAC DC DN TW DO DE HWO HWI ****************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** 1.49 1.46 331.54 * 0.012 0.58 0.67 1.00 1.00 1.27 1.46 0.94 STORMFILTER PIPE NO. 2: 21 LF - 8 "CP @ 0.52% OUTLET: 330.08 INLET: 330.19 INTYP: 5 Q(CFS) HW(FT) HW ELEV. * N -FAC DC DN TW DO DE HWO HWI ****************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** 1.42 1.85 332.04 * 0.012 0.56 0.67 1.46 1.46 1.60 1.85 0.96 Tukwila Taco Time 100 -Year Backwater Analysis BACKWATER COMPUTER PROGRAM FOR PIPES Pipe data from file:CB6.bwp Surcharge condition at intermediate junctions Tailwater Elevation:332.04 feet Discharge Range:1.41 to 1.41 Step of 1. [cfs] Overflow Elevation:334.12 feet Weir:NONE Upstream Velocity:3. feet /sec CB #8 PIPE NO. 1: 5 LF - 8 "CP @ 0.60% OUTLET: 331.72 INLET: 331.75 INTYP: 5 JUNC NO. 1: OVERFLOW -EL: 334.74 BEND: 90 DEG DIA /WIDTH: 2.5 Q- RATIO: 0.65 Q(CFS) HW(FT) HW ELEV. * N -FAC DC DN TW DO DE HWO HWI ****************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** 1.41 1.16 332.91 * 0.012 0.56 0.67 0.32 0.56 0.63 1.09 1.16 CB #7 PIPE NO. 2: 24 LF - 8 "CP @ 0.50% OUTLET: 331.75 INLET: 331.87 INTYP: 5 JUNC NO. 2: OVERFLOW -EL: 334.12 BEND: 20 DEG DIA /WIDTH: 2.5 Q- RATIO: 0.42 Q(CFS) HW(FT) HW ELEV. * N -FAC DC DN TW DO DE HWO HWI ****************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** * * * * ** 0.85 1.26 333.13 * 0.012 0.44 0.51 1.16 1.16 1.15 1.26 0.66 CB #6 PIPE NO. 3: 90 LF - 8 "CP @ 0.50% OUTLET: 331.87 INLET: 332.32 INTYP: 5 Q(CFS) HW(FT) HW ELEV. * N -FAC DC DN TW DO DE HWO HWI ****************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** * * * * ** 0.60 1.01 333.33 * 0.012 0.37 0.40 1.26 1.26 1.01 0.94 0.40 Tukwila Taco Time 100 -Yer Backwater Analysis BACKWATER COMPUTER PROGRAM FOR PIPES Pipe data from file:CB4.bwp Surcharge condition at intermediate junctions Tailwater Elevation:332.91 feet Discharge Range:0.43 to 0.43 Step of 1. [cfs] Overflow Elevation:335.9 feet Weir:NONE Upstream Velocity:3. feet /sec CB #5 PIPE NO. 1: 63 LF - 8 "CP @ 0.51% OUTLET: 331.75 INLET: 332.07 INTYP: 5 JUNC NO. 1: OVERFLOW -EL: 335.55 BEND: 90 DEG DIA /WIDTH: 2.5 Q- RATIO: 3.25 Q(CFS) HW(FT) HW ELEV. * N -FAC DC DN TW DO DE HWO HWI ****************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** 0.43 0.95 333.02 * 0.012 0.31 0.32 1.16 1.16 0.91 0.95 0.44 CB #4 PIPE NO. 2: 138 LF - 8 "CP @ 0.50% OUTLET: 332.07 INLET: 332.76 INTYP: 5 Q(CFS) HW(FT) HW ELEV. * N -FAC DC DN TW DO DE HWO HWI ****************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** 0.10 0.29 333.05 * 0.012 0.15 0.15 0.95 0.95 0.29 0.16 0.06 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Tukwila Taco Time 100 -Year Storm CB Summary Table . : '..CB# •' Trib Area • (acres) • Cj -flow (cfs) Rim • (ft) HGL • .(ft); • Freeboard • '•• (ft) 9 0.03 0.08 333.95 331.54 2.41 Stormfilter 0.00 0.00 334.69 332.04 2.65 CB# Trib Area (acres) Q -flow (cfs) Rim (ft) HGL (ft) Freeboard (ft) 8 0.05 0.13 334.74 332.91 1.83 7 0.10 0.25 334.12 333.13 0.99 6 0.24 0.61 334.12 333.33 0.79 CB# Trib Area (acres) Q -flow (cfs) Rim (ft) HGL (ft) Freeboard (ft) 5 0.13 0.33 335.55 333.02 2.53 4 0.04 0.10 335.90 333.05 2.85 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 18-GIP E 331.2 (N) OAP (POSSIBLY ABANDONED) SO CA L ONx Ex w97 5ro9wNr FOUND Y WARM: 5 BRASS DISC ON 3�SO. CONCRETE 50NIINEN7 rN CASE DOMN 5e• (MELO 799 POINT Or TANGENCY x 2N19915E) 10/27/2010 1 � 1 1 1° E 9 AR AN 2953 95993 AND 1.2•AES7 O TIT9?)7." 9DAN€p CAP SW 1/4, NW 1/4, SEC 22, TWP 23N, RGE 4E, W.M. I_ P • r i.V Abe E..7 CONC (N) .4" CAW .332,' '9 5E) (CEvre -e. 4,Nft7.: . ... 3C =s i—.c.. ]c$ 17 . "W .E 3353 (53 ( 55 MAYA TER 13.15500491 (LOOM 1 -Sr09, :04CREE STRUCNRE TO MINN AR AND CAP ",y1 0105 5 29 V Of 509• AND 0.7 AE57 11' .l� :.. G7 O 4ROPER77 959579 ':1'.11. - II: fl: u.II' d 2 -Slay naxv 51909529E 1- 7,75 12 CONC rE • Jr. A 'N) 12" COIL OE 321.4 Ts) , 6 "9059 ;E3322?NE) 111111,4.41111111 ,11111111111111111,111111..1 -Z A1__ t'i[: ; 1I. - :III .III ' _.4- -__— .'. Gam._.— _D._ —_. — _.�... 0 S • ... ...:..-0.r . ... . ".:: A _ ,''n� NO EASEMENT 51LE 0.2' . ATGY DI AND .0.5. 9 4'IfK.. N 71.6 326.7 (N, S) (CENTER CHANNEL) e "PtC J29.■ (E) 0 WOO OE a JEANS GROW 07822 " W W .E E ..f3 ((55) ) 9 "105'73323w I, 4 ,O gr / 4 O p,14 iu ///dJ 2 .z; 2G ` E N 4?' 91105E5 AREA 7`A GIN 9 E 95 A 'N. SI (CEN'E9 71ANNEL) • r . c0N( 4 ...:12-•CpyOrf 730..1 (53 E� 12" :0NC E 329.2 (5) \ 1917135 31 35 6' TWIG 'E 129.3 ,'N) 9" ANC E J29.7 'E) • Ff 'A /P "M 332 72 2"31 E 329.1 ; TUKWILA TACO TIME PROPERTY Tukwila, Washington LEVEL 1 DOWNSTREAM ANALYSIS Prepared For: Taco Time NW December 15, 2010 Blueline Job #10 -080 Prepared by Geoff E. Tamble, PE Tukwila Taco Time Downstream Analysis Table of Contents Task 1: Study Area Definition and Maps 1 Task 2: Resource Review 2 Task 3: Field Inspection 3 Downstream Basin 3 Upstream Basin 4 Task 4: Drainage System Description 5 Task 5: Mitigation of Existing or Potential Problems 6 Appendix • Existing Conditions Exhibit • Developed Conditions Exhibit • Downstream Drainage Exhibit • Offsite Analysis Drainage System Table • USGS Scientific Investigations Map 2855 • King County Sensitive Areas Folio Exhibits Erosion Hazard Areas (None Mapped) Landslide Hazard Areas (None Mapped) Seismic Hazard Areas (None Mapped) Streams and 100 -Year Floodplains (None Mapped) Wetlands (None Mapped) 12/14/2010 Tukwila Taco Time Downstream Analysis Task 1: Study Area Definition and Maps The site is located at 15037 Tukwila International Boulevard. A site investigation was conducted on Thursday, December 2, 2010, on a cold and foggy day. The study area is three parcels (A, B & C) totaling 1.35 acres that currently has two existing commercial buildings. The applicant is proposing to create 2 new lots through the boundary line adjustment process, remove one of the buildings, build one new building and reconfigure the parking and add landscaping. Please reference the developed conditions exhibit included in the appendix. The downstream system was analyzed from the site to the ultimate receiving waters of Gilliam Creek. In general, site runoff flows from northwest to southeast. rH I'1 T II , .I 2ti ,l ; 114 • i SITE • "4 Sr • VICINITY MAP 00110 5CAlf 12/14/2010 Page 1 Tukwila Taco Time Downstream Analysis Task 2: Resource Review The best available resource information as well as any other applicable information was reviewed for existing or potential problems. The following is a summary of some of the findings from the information used in preparing this report (see the Appendix for exhibits). • USGS Scientific Investigations Map 2855, the site soil type is Qvt, Glacial Till. • The site is not located in an Erosion Hazard Area • The site is not located in a Seismic Hazard Area • The site does not contain any Streams or Flood Plains • The site does not contain any identified Wetlands • The site is not located in a Landslide Hazard Area. 12/14/2010 Page 2 Tukwila Taco Time Downstream Analysis Task 3: Field Inspection The site, upstream and downstream field investigations were conducted on Thursday, December 2, 2010, on a cold and foggy day with temperatures approximately 40 degrees. The site is predominantly pavement with two existing commercial buildings. Below are the descriptions of both the upstream and downstream drainage basins of the subject property. The site is located in the City of Tukwila and is fronted by two roadways, Military Road in the City of Sea Tac and Tukwila International Boulevard in the City of Tukwila. This investigation will discuss the drainage basin in the city of Tukwila onsite and along Tukwila International Boulevard. Downstream Basin (Please see the Downstream Drainage Exhibit) Runoff onsite is collected in various catch basins located throughout the site. Stormwater generally flows from northwest to south east and is collected and discharged offsite at various locations along the south property line into private property (A) and to the east property line fronting Tukwila International Boulevard (B). All of these systems combine into one system in Tukwila International Boulevard within 100' from the site (C). Tukwila International Boulevard is a multi -lane lane crowned road running north /south along the east frontage of the site. The drainage system in this roadway consists fully improved concrete curb and gutter systems with storm inlets. This runoff is collected and conveyed to the south in a series of storm pipes and catch basins to across the intersection with South 152 "d Street before crossing east into a private system located on the McDonalds property (D). The storm system continues in an easement through the McDonalds property and into a Sound Transit Park & Ride Parking lot before discharging into the storm system located in the ROW of South 154th Street (E). This system discharges south into private property (Southwicke Apartments) in an open ditch system before being tightlined under the parking lot that is a part of the apartment complex (F). This system ultimately discharges to Gilliam Creek that meanders east along the Highway 518 and Southcenter Boulevard alignments (G) before discharging to Green River well over 1/4 mile downstream. No erosion problems or evidence of flooding were observed during the site visit. 12/14/2010 Page 3 Tukwila Taco Time Downstream Analysis Upstream Basin There isn't really a basin upstream to the site since the frontage storm system in Military Road collects most of the runoff (roughly 99 %) upstream of the site. The basin upstream of the frontage is approximately 17 acres and consists of a mix of single family residential, multi - family residential, and commercial buildings. The basin is northwest of the site and extends north to S 150th Street and as far west as 26th Ave South. The storm system is a mixture of tightline conveyance systems and open ditch and culvert systems. The system did not show any signs of erosion or flooding at the time of the visit. 12/14/2010 Page 4 Tukwila Taco Time Downstream Analysis Task 4: Drainage System Description The proposed stormwater collection, dispersion, and water quality system will be designed in accordance with the rules and regulations required by the City of Tukwila. The proposed stormwater collection, dispersion, and water quality system will be designed in accordance with the rules and regulations required by the 2009 King County Surface Water Design Manual (KCSWDM) as adopted by the City of Tukwila. A series of underground 36" CMP pipes will be used to provide flow control detention. Roof and footing drains as well as catch basins to collect runoff from the road will be connected to the proposed detention facility. The detention facility will be sized according to the King County Conservation detention standard. The KCRTS Level 2 Standard requires the project to maintain the flow durations for the developed site to the historical site conditions (forested) for '/z the 2- year storm event up to the 50 -year storm event. The project will satisfy the Basic Water Quality menu by utilizing storm filter catch basins that will treat the water prior to entering the detention system. 12/14/2010 Page 5 Tukwila Taco Time Downstream Analysis Task 5: Mitigation of Existing or Potential Problems Development of the subject parcel will follow the recommendations of the Geotechnical report for pavement, utility installation, and building construction. The Temporary Erosion and Sedimentation Control (TESC) plan will be designed in accordance with King County standards. All TESC facilities will be periodically inspected and maintained as necessary during construction to minimize impacts to the downstream system. 12/14/2010 Page 6 Tukwila Taco Time Downstream Analysis Appendix 12/14/2010 Page 7 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 500/4 5J7 ;8' E337.9 (N) 18" (S) (Ansel. r •BANDoNED) APPROXIA. LocAno. Or 04 .4E HYDRANT FOUND X' PARK 4 ?• bRASS DISC ON 3 Sa CONCRETE UONIJULYT cAsz flow 078' (NEW 7074 Posvr OF 7477CENC4 OF Of/IFEPUOVE) W/27/2010 0 2009 PIE EILLELLNE GPOCIP 55AN. 1 ,;,■ 'j.'-,-::--.:::-.....; ; 1 T.:tf::;,-;;f4.; AR AND P • f-334 • 5 SW 1/4, NW 1/4, SEC 22, TWP 23N, RGE 4E, W.M. •74 00777040 IP. (N) (CENTS, CHANNEL) "7 77 72 1 '4446 ////y0,8P I1V 123&9O' 47:er. oz* • 1 ; 7-7-7-77-7:7" T°k7:77-1/ 1 V .68 5" E. :PVC (IN 6004C 3340• 701 (CENTER CHATAVELI 5 .1.15.12 "0/ E (9O (1484 011./%9 PARN0064 ELBON) 777 1-5TORY MK:PETE smucrtiPE IV REUAAv 14 COW 0 337.4 (N) 2" Cow 337.• (5) 6' CONC .0302 (NE) PA RC EL ',I' 4:14 , Jr r-11. /ti,i .1 it 11 - • 1- M44: t• 11. A-..tt 11 ----- r; •.‘ u• =•= -1.34 II /I ig ./ ,O.J ZORops,7/ 01S0 07 II' II- 47, II 11 II / 2-511241 4000 STRUCTURE n , / . II. / ' • IN 11 1r REBAR A 7 AP , ' Tr 4 NO EASEMENT RI naz G - - - - -0- - - Ft.r NORM ANO. • • &Sr Or PARCEL. CO/O.E9N ' . OP • 12' c04ae:J.37J (N). • 12" cove' 5r.351.3 (5) a" E 125.7 (N. 5) (CENTER Down) 97,70 329 • (0) 745 RIM .4 E 325 • (N. 0) (CENTER 0490) I ; VED oP r2- CatIC.0 (N) rs, C07-4) E 3.30,5(5) • . ?VIM RELOCAIED PALA' 7168 9 r c _uaz re_ al (COTTFR CHANNEUIED 8.8580 41108) , .• & or cow 40 MA 1 (N) /2' Covc LSO. 0 (S) SIGN • 1 :ONC E MOO ,'N) .\ ^ONC E J29 2 .'S) /-> t / • . t‘k -SO -SD r*JI I r..-1 / -5704167304 SR:VCR/RE .1.34 TV SE MIMEO e• E 3.11, (() TOP 66 724 e 70' 3340.58 2. 974011( 80087 8- PVC 70 33.08 ( r 4051E 3308(0) 4 rai./07.3,4.7` EX ASRHAL MP) 0.44CEL 3 7'6 1.26 5 :CNC ;£ 129.2 (Ad) CONC .029 7 f() 1.99 72' COW '0 129.7 (E) TO SE ROKAED ;Gaza; • ammo 12 2' CONC E Liar rw) r 2'403 40232 0)0) /1 /1 /1 I/ /1 // ▪ T si • :• 31 0 co 44/ A et. 14. 0 ch, NT /MIRES 0 0 t, sc,42 tO 41 1. ;2" O/ ( 129. 7 (ni) E 329.7 (5) 0 9'770S E 329.7 /.9 N SCALE: 1" = 40' 0 10 20 40 UNDERGROUND UTILITY NOTE LINDERGROINID UNITIES ARE SNOW IN THE APPROMMArE LOCATIGN MERE /5 NO GLARANIEE BUT ALL UTILITY IRKS A WORN CR INAT THE LOCATION SUE AND MATIDVAL IS ACCURATE NE COVIRAC7CR SHALL UNCOVER ALL INDICATED PIPPO; MOW GROSSINN NTERFERENCES oR CONNECTIONS OCCUR PRIOR TO IRENOMIG OR DICAVAITON FOR ANY PGDE OR STRUCTURE; 70 CIETERAIINE ACTUAL LOCATION; SIZE AND MAIERUM. 7NE CONIRACTOR iALL MAKE IRE APPROPRIATE FROMM F 0 R PROTECTION GF SAID FACILITIES THE CONTRACTOR SIIALL NOWT' (INF nil( AT 1-800-424-5555 AND ARRANGE FOR ThrLD LOCATION OF EXISTING FACILIIES 8EFCRE CONSTINCTICK --- - .. • 1 - - -ii 10 g E ' , BLUELINE SCALE AS NOTED OROJECr MANAGER: GEOF r E UM& PE PROJECT ENT:MEER: GEOFF E TAME PE DESIGNER: 001010LAT OASAIDON ISSUE DA TE 12/15,2010 1 0 0 : i i ¢ ; a 0 0 EXISTING CONDITIONS EXHIBIT TUKWILA TACO TIME RETAURANT BUILDING 10-0E10 , . . • EC-0 1 ishir 1 or _j____ 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 0 2009 nE 7.00/9£ 710/7 1, Sa337 !!75.37 / J36.06 . le• CUP £ 337.9 (N) le' PIP :5112.3 (5) ('055705 YAb:N230550) _1- D" 7TTT� 1 �TTTT'�/ -Cop-2/ /' 7 ' %7%%/////////14> TTY-T-/77777 T/ SW 1/4, NW 1/4, SEC 22, TWP 23N, RGE 4E, W.M. EX i9IN /7474 013013841 S. -OWL E 317.7E (N) (CEN7ER CHANNEL) X 315.17 (a 331.1 (0) W754 o4/WA fEP 11.1147100 704 E500170 Ex SSNN 17146 N 3.3776 3•rE 325.7 (N, 7) CEN1ER "JIANNEL) r. w. 329.4 (E) X 7 -57097 0: NERVE 510057546E Ex : 7775 2' 52,I4 57466 RIM 33635 8" rE CONC (w) _' \ 6• CONE 030 . (CENTER CNAr9EL).7.:;\ FZ �e =tea -55. _.� a _ !• II I ... _ i 111 L• i t ! "1 t t. u. 11. 311.0 /N) 17• 0.7551 331.4 (S) 6• CONE 'E 3322 N£) 1111.E L/,- /1- 1111C< ,7/✓./ 4„5.55 . 55---= 55 2 l.9 12' 7 r2' ' CONO£ 117.1 (' (5 12' CONC E 117, j l5J 510EWAl5 N SCALE: 1 " = 20' 0 '0 20 40 2 3 9000 F -5 ST369RVa:7/RE it- '1 ll k r EASENEN715 nILE 35,49 913 .• 6•£126.4(N. 5) (CENTER CHANNEL) I I I I I 11 I II 1 II I I I j I8 I5 23008- ss Si' \ ET 5981 n?6a L M 312.19 (cEIJO2(E (cony; 09007040910031 PLASM LINER) , 48'0 ANC 5 I SRN 70 GRADE 1 TOP 35544 .. . .RIM .U598 12.5095 E 310.5 (N) 8' E STOJI 13.5605E 33095 (5) - - .>D - --- /1 I/ Ex CB /7167 70° 33528 8•77C+E 1.12.3 (W) 8• A05 rE 332.3 (E) • / 13 a r£ 3321 (N) 12•a 0 3320 (5) e• 4.0.5 if 1121 (w) O s • -0* (07 EOWYALENI) SEE 00795. 9EE3 00-01 ;PROPOSED TACO TIME BUILDING 7 C 0 1-11 i 1 4'523433 w/ C07C Roams . T RE 531.27 8/ cos macaw EX P3 1706$ 9315E RIR 10 7945 (O° 1..14.310 ,1' CONE :£ 3.307 ✓H) 72' CONC ,E 11c 0 (5) New 72. 40 25070 50 0(OEPL RE CB JILL BE REPLACED NM CUFREN 3 574140ARD CATOI 3A5W) 3-6 1 -HHE N,DRAyr A Y / w/ cox B ccov5 SEE 00TA1., 910£7 1.42-67 / I/ ( it 70 ,1 5(519 TOP OE3 12• CONE 'E 130.0 (N) 1 '2•-045 E 329.7'5) CAP T.' .. . .pr 70 RECHANCAL ROOM SEE IEO/ANCAL PLANS 315E 654 "or LT 7. •6 12• CONC IE 330.3 'W 12. 405 E 129.9 'E) MEW 8•.5 329.9 !N) 401 3S 1762•RT 3 -6 STARLESS s7EEL rAPPNO FEE 77 1 -6•041E vAL15 7L417 W/ CONE &.650740 IF RN 1.5.03 4•E 531.15 CONC 00000NG - - -so-- 1125 6• CONC'E 329.9 (9) e• -6545 E .129.7 !E) OEA0E W 1071iP750 PER 5028 PRO011575 ORES 09-250 37011.85 07.32' R7 ROI EZ 1350* .131.10 (ft our) 12• p .5 329.7 5) 3. 405E 329.7 W) SIM 1 UNDERGROUND UTILITY NOTE UNDERGROUND urUflES ARE SNOMN IN THE APPROAOMA 7E LOCA RON. THERE IS NO GUARANTEE THAT ALL UTEITY LINES ARE 940MN, OR THAI ONE LOW ROM .SIZE AND MATERIAL IS ACCURATE. THE CONTRACTOR SHALL UNCOVER ALL INDICATED PIPING 101E25 CROSSING. IN TERFERENCES OR CONNECTIONS OCCUR PR/OR TO IRENOIBVG OR EXCA VA 770/4 FOR ANY PIPE OR STRUCTURES TO DETERMINE ACTUAL LOW DONS SIZE AND MATERIAL TH£ CONTRACTOR SHALL MAKE THE APPROPRIA TE PROVISION FOR PROTECTION OF SAID FAOURES THE CONTRACTOR SHALL NOTIFY r3NR 5All AT I- 800 - 424 -SSW AND ARRANGE FOR FIELD LOW RON OF EXISTING FALUTIES BEFORE CONSTRUCTION. i tea 'e? 4• BLUELINE I SCALE. A5 90150 ?RD.)ECI" MANAGER: .. Pa'E E W&.& PE PRo.Ec r ENGINEER: GEas E LAY&E. PE DESIGNER: OONINO)E GABALOCN ISSUE DATE 3/29/20" I I 2 0 0 0 a DEVELOPED CONDITIONS EXHIBIT TUKWI LA TACO TIME RESTAURANT BUILDING • 10 -080 DC-01 MEE 1 of 1 0 l? -. :ill I .. ' -'''..'"-i ...-...m.041............, ... .....3 t".. - - . +. .+3, -•-•-••••■•13........ - .--3. :. .... )1 ....3ii _.. ....... --1,....._L........, j..., i _ 1 •.: ..- - - • -.,.1.0 1 eis) f zri 1' .te.f ,,,......,.., iBe At • ..r-- • 1 • • f • Stac- . 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' "•-• 1 41, _ :6) ; ts, 31k 'Tukwila", . • . • • • ' r - ' 4C1 2010 King Courtly ; '3•11,4:713 caw., 3."4,13P33:1+,3,77.,C•33-3,1,,,,2ti427.33.4i3/0331,£1.3,73.:355.1,33../11 6454 ; - 't- — , ' : . , ;711-itift-ifp titieffiiidlidel.ktiftittifeii-ilaPtialltitietitixlifffillflitiMiribpiiiiiyittafffififficaNiiiiiatiagreoineWAtijetcloratillig-ATcylttitiptiiiiti.digtGritficqifityltiaktitftioreefifreiOijtiititiiitTOT4 4aranties, pxpre s, or inzpliellViffeatiiV: raWC45:indelefainiinegiessrairrightiliotriliAlieTaf;salinfoimalliiiiSTIJikdieumerif iilircitjiiiteridiS4Nikaiselail-a_Kfifigthieaf,CiiicCotitifil Ih111117W6iiziibli1Wfor thipgdreralwiFriral4,inditictrInciilifftallrconseqiiiiitlar daniagillfililudiiir t* liffriicitilifillrealeciTiiii§tTe,iiiiitiesmilloiCiirofits3iiiiitiltlirglriiiii7tht4UteVAiliuslifit informationntained ort-thicrnap:Any,sate-of‘thts,inappriin ormationzontthwmapis!prolubited excepbby,.wnttenimrmissiorr of King ' .g )..: :1:04r''',. , -',..■ -- . .Z4-`441; '',X--.-: . 4die - •Datql2/8/20:10 SourceKiiig=CouhttiNtr-zSeliitibtfilmie.wlilettRIKC.gov/G,EMM, Basin: Green River OFF -SITE ANALYSIS DRAINAGE SYSTEM TABLE SURFACE WATER DESIGN MANUAL, CORE REQUIREMENT #2 Subbasin Name: Gillian Creek Subbasin Number: N/A Symbol Drainage Component Type, Name, and Size Drainage Component Description Slope Distance from site discharge Existing Problems Potential Problems Observations of field inspector, resource reviewer, or resident see map Type: sheet flow, swale, stream, channel, pipe, pond; Size: diameter, surface area drainage basin, vegetation, cover, depth, type of sensitive area, volume % 1/4 ml = 1,320 ft. constrictions, under capacity, ponding, overtopping, flooding, habitat or organism destruction, scouring, bank sloughing, sedimentation, incision, other erosion tributary area, likelihood of problem, overflow pathways, potential impacts Site Sheet Flow Paved parking lot 1% 0' None None Sheet flow to lot CB's A 12" pipe Tightline system 1% 0' None None rede will kefaow and reduce peak flows B 12" pipe Tightline system 2% 0' None None Site will detain and reduce peak flows C 12 " -18" pipe Tightline system 1% 100' None None Site will detain and reduce peak flows D 18" pipe Tightline system 2% 400' None None rede will kefaow and reduce peak flows E 24" pipe Tightline system 8% 950' None None Site will detain and reduce peak flows F 24" pipe Tightline system 12% 1,300' None None Site will detain and reduce peak flows G Outfall /Stream Tightline system 5% 1,900' None None Site will detain and reduce peak flows Tukwila 1/9/2009 • NM • MI OM MN • (♦ = • Me MO NM • i♦ i♦ OM • • cv ensitive Areas., :olio- -x its4,,i,:kt'Ar,A.411' eAtgvit:Faaittveciittawielme. • ; ! ) ! • ; • • • • SITE : • L • • ck, ; 1! • 1, !-- • - - • , ' S151th.S.T • .-?!. • t' • 1 1, , ;k„ . „ i Tukwila -; ; • .314111-4 Sr.r. • • 1. - • .. „ • • • • • • • . 1 . ! 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KIngCount lMAPLSensiti Altr .#4431/wWw.metro60.gov SfittiAP)i,. , Ing.Count .S,p`?f S� $had N7r' ' 7,, i' '� . >47.:. .;..s...!,t, i,na Cou�n't Se.nsituve _ Teas: Foil County Boundary Mountain Peaks Highways Incorporated Area Streets Hi iitiway Arterials Load Parcels SAO Stream Class 1 (cont) /s/ its 1•• SION II Legend Ctass 2 Perennial Class 2 Salm on id Class 3 Unclassified Lakes and Large Rivers Streams 100 Year Floodplain SAO Wetland SAO Landslide SAO Coal Mine SAO Seismic SAO Erosion .Theiatformation4cludediont,this. magi es been pampiledtby,Kinxpounty staff om •ivariety'oftsourcesjand isisubjectito change,without3notice.King, �t iuntyjroiiiii appyresentahonsjo "r wr¢rain„gitazpress Aitt " lied /E8sdoraccurao'yr��c�oKpleteness amehoeati oyPightearthefuse or such Information. Ttifs lidocument Is not2ntended,for use as,�+sdivell!prr duct IKIng County haIipot b4ribeffof arnir eenerel4speaafrindirect ,,inddentilI or nsequentl, daryt• ages in'cludt g ibut noftimitelthAlost re`ve`oue& rIosiproffita asyljt hfro p the uuse or misuso`of the Iide 'II on contained an`this OA satiate% ttisa nfermaltonlon tthts map Isry Rhtlblt d Wept by dtittbek Tp�rmIssIo of KIngCotnty •04te ;1182. 1t1 .gSourge KI• g Co my lktp - • ensibv_ Areas (h 1pil • m trokc go IGISrMiA?) • Gity of Tukwila • Jim Haggerton, Mayor Department of Community Development Jack Pace, Director February 23, 2012 Chris Tonkin 3300 Maple Valley Hy Renton, WA 98058 RE: Correction Letter #2 to Revision #3 Development Permit Application Number D11 -172 Taco Time —15037 Tukwila International Bl Dear Mr. Tonkin, This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Planning Department. At this time the Building, Fire, and Public Works Departments have no comments. Planning Department: Brandon Miles at 206 431 -3684 if you have questions regarding the attached comments. Please address the attached comments in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that four (4) sets of revised plans, specifications and /or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at (206) 431 -3670. Bill Rambo Permit Technician encl File No. D11 -172 W:\Pennit Center \Correction Letters12011\D11 -172 Corr Letter #2 to Rev #3.doc 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206- 431 -3665 • 1 PLANNING DIVISION COMMENTS DATE: February 21, 2012 CONTACT: Chris Tonkin, Taco Time RE: D11 -172, Correction Letter 1 to Revision 3 ADDRESS: 15037 TIB ZONING: RC The Planning Division of DCD has reviewed the correction provided for revision number 3 of D11 -172 and the permit cannot be approved. The proposed stormwater pipe will be at a depth that will require the removal of the trees which were approved as part of design review. Any proposals to address the stormwater on the site must ensure that it meets all city regulations. • City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director February 17, 2012 Chris Tonkin 3300 Maple Valley Hy Renton, WA 98058 RE: Correction Letter #1 to Revision #3 Development Permit Application Number D11 -172 Taco Time —15037 Tukwila International Bl Dear Mr. Tonkin, This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Public Works Department. At this time the Building, Fire, and Planning Departments have no comments. Public WorksDepartment: Dave McPherson at 206 431 -2448 if you have questions regarding the attached comments. Please address the attached comments in an itemized format with applicable revised plans, specifications, and /or other documentation. The City requires that four (4) sets of revised plans, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at (206) 431 -3670. Sincerely, Bill Rambo Permit Technician encl File No. D11 -172 W:\Permit Center \Correction Letters\2011\D11 -172 Corr Letter #1 to Rev #3.doc 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 • • CITY OF TUKWILA PUBLIC WORKS DEPARTMENT REVIEW COMMENTS www.ci.tukwila.wa.us Development Guidelines and Design and Construction Standards DATE: February 17, 2012 PROJECT: Taco Time 15037 Tukwila International Blvd. Revision #3 Review Comment PERMIT NO: D11-172 PLAN REVIEWER: Contact David McPherson at (206) 431 -2448, if you have any questions /comments regarding the following comments. David.McPherson @TukwilaWA.gov Provide revised Storm Drainage Plan sheet to show proposed drainage system along the North portion of the site connecting to the existing Catch Basin within Tukwila International Blvd.. The existing Taco Time water quality system is not designed for any additional capacity. City of Tukwila MEMORANDUM TO: Development Project File FROM: Robin Tischmak, P.E., City Engineer DATE: November 28, 2011 Jim Haggerton, Mayor SUBJECT: Taco Time —15037 Tukwila International Boulevard Access Control Analysis — Military Road Background A new 2,418 square foot Taco Time restaurant is proposed for construction at 15037 Tukwila International Boulevard (TIB) replacing a 3,096 square foot tavern (Trudy's Tavern) on the same site. The property for the proposed restaurant fronts on TIB mid -block between S 150th St and S 152nd St. The westerly property line abuts Military Road, which resides within the City of SeaTac. Two driveways are proposed for the new development (both exist today under the current use), one connecting to TIB to the east and one connecting to Military Road to the west. Frontal improvements are not required along TIB because urban street improvements were constructed as part of TIB Phase 1 in 2003. The City of SeaTac has indicated that frontal improvements are required along Military Road. Issue Both of the proposed /existing driveways have been approved and accepted by Tukwila and SeaTac. The subject of access control has been raised as a potential issue. Access at TIB will be right in /right out as an existing curb separating northbound and southbound traffic was constructed as part of the TIB Phase 1 improvements. This curb was installed for safety and must remain in place. No access control currently exists along Military Road. All directional movements are currently allowed to and from the site as it exists today. The subject of this memorandum is: `7s access control warranted on Military Rd. for this proposed project ? ". Analysis To determine whether or not access control for a specific site is warranted, an engineering analysis is needed. The analysis should include examination of 1) the existing conditions, 2) traffic patterns /volumes, 3) accident history, and 4) the anticipated impacts resulting from the proposed development. These elements will be discussed as part of this memorandum. 1) Existing Conditions Military Road is classified as a minor arterial according to SeaTac's Comprehensive Plan. AASHTO's A Policy on Geometric Design of Highways and Streets offers the following on the function of minor arterials: "The minor arterial street system includes all arterials not classified as principal. This system places more emphasis on land access than the higher system does and offers lower traffic mobility. ". Additional passages include: "Arterials are expected to provide a high degree of mobility for the longer trip length. Therefore, they should provide a high operating speed and level of service. Since access to abutting property is not their major H: \Taco Time Memo.doc INFORMATIONAL ME* November 28, 2011 Page 2 function, some degree of access control is desirable to enhance mobility." and "The first step in the design process is to define the function that the facility is to serve. ". The observations and assumptions discussed below are subject to clarification, correction, or differing interpretations by the City of SeaTac. Military Road is one of the earliest roads constructed in the region that connects the Seattle area to the Tacoma area. The portion of Military Road that is the subject of this memorandum generally connects Des Moines Memorial Drive in Boulevard Park to Tukwila International Blvd. at S 152nd St. The original alignment of Military Road was severed by the construction of Pacific Highway South (SR 99) and SR 518 and a gap was created between S 152nd St and S 160th St. The roadway is two lanes (one northbound and one southbound) and does not currently have any median barriers that restrict turning movements along the border between SeaTac and Tukwila. The land use abutting the roadway in both cities is predominantly residential. The SeaTac frontage is residential north of S 150th St and commercial south of S 150th St. The Tukwila land use is commercial from S 146th St to SR 518, including the proposed Taco Time property. The intersection of Military Road / S 152nd St is controlled by a 4 -way stop 2) Traffic Patterns/Volumes Traffic count data was provided by SeaTac for this analysis and covered the dates of November 15 — 21, 2009. The total daily average for this period was 7,724 vehicles per day. The average volume northbound was 3,507 vehicles per day and the average volume southbound was 4,217 vehicles per day. Morning peak hour is consistently 11:00 a.m. to noon with volumes ranging from 170 — 253 northbound and 188 — 279 southbound. The afternoon peak hour start time varies between 1:00 p.m. and 5:00 p.m. during the week. Peak hour volumes range from 258 — 355 northbound and 331 — 402 southbound. Traffic congestion is not problematic on Military Road between S 150th St and S 152nd St for most hours of any 24 -hour period. Northbound traffic does not experience back -ups within this roadway segment, but southbound traffic does back up from the stop condition at S 152nd St past the proposed Taco Time property during peak hours. A level -of- service calculation was not performed for this study, but is assumed to be within acceptable standards. 3) Accident History An accident history of reported collisions was ordered from the Washington State Department of Transportation (WSDOT) database for the time period of January 1, 2008 through March 31, 2011. The accident history covered the intersections of S 150th St and S 152nd St on Military Road as well as Military Road between the two intersections. There were 26 reported accidents within the timeframe specified. From the accident data supplied by WSDOT, only two accidents occurred that are related to vehicles entering or exiting mid -block driveways and only one of those accidents could be attributed to use of the driveway for the proposed Taco Time. The second accident was related to a driveway on the west side of Military Road. 4) Anticipated Impacts of the Proposed Development Based on the existing conditions and the above data gathered for this proposed Taco Time development, an analysis of the anticipated impacts related to the driveway access to Military Road has been prepared. The following bullets summarize the key findings used to formulate a recommended approach to access control. • The function of a minor arterial, as defined by AASHTO, is to provide mobility for longer trip lengths as well as access to abutting properties. The proper balance is determined H:ITaco Time Memo.doc INFORMATIONAL ME• November 28, 2011 Page 3 by the site specific land uses, traffic volumes, accident history, and other relevant characteristics. Access control is not considered a priority, but may be used if determined to be appropriate. • A driveway has existed at the location of the proposed Taco Time for many years without adverse impacts to Military Road. This development will not significantly alter the use from how it operates today. While the trip generation determined by land use assumes that the new development (Taco Time) is equivalent to the existing use (tavern), an increased usage of the driveway access may actually occur. This will be discussed in the final summary. • There is no recent accident history that suggests access control is necessary at this time. • While the southbound p.m. peak hour will affect access to and from the driveway on Military Road in certain directions, full access during all other times of any 24 -hour period is expected to operate within typical parameters and without significant adverse impacts. • The proposed drive -thru exit is situated adjacent to the T.I.B. driveway access and is expected to absorb the majority of ingress /egress trips. • There are no problems anticipated with access to the site. • There appear to be logical and redundant exit routes from the site to accommodate various directions of travel without compromising safety. Heavy traffic volumes may influence driver decisions, but short alternate routing should self- direct traffic away from heavily congested areas. Summary Military Road is a minor arterial that currently operates with low enough volumes to accommodate longer through trips as well as to provide access to abutting properties without restrictions. This proposed project is not expected to significantly change the current operations. There is no evidence that a safety problem or accident history exists along this segment of Military Road or that this project will create such problems upon opening for business. There is adequate capacity that gaps are created to allow full access turning movements throughout a 24 -hour period with the exception of the southbound p.m. peak hour(s) on Military Road. Logic suggests that a backup of traffic southbound will force vehicles exiting to Military Road to turn northbound and find a short alternate route to take them the direction they wish to travel. Additionally, turning southbound onto Military Road takes a driver back to T.I.B. in the vicinity of S 152nd St, the same location as if they were to exit directly onto T.I.B. The most logical reason a driver would choose to turn left onto Military Road Would be to access westbound S 152nd St. During g times of heavy traffic, they would be able to turn right onto Military Road and access S 1501 St westbound, thus serving the same essential function. Based on the above analysis, if this project and the jurisdiction of adjacent public roadways were in the city limits of Tukwila, the City of Tukwila would not require installation of a median curb along the centerline of Military Road restricting left turn access. Tukwila would, however, continue to monitor traffic for possible installation of a median curb if warranted in the future. The final decision regarding installation of any median curb on Military Road lies with the City of SeaTac. Attachments: Site Map; AASHTO Guideline Excerpts; Traffic Volumes; Accident History H:ITaco Time Memo.doc TACK IN LEAD IN J7(J' CON (8/2009) D . O. I CA 16 21 , 22 SE 1/4, NW 1/4, SEC 22, TWP 23N, RGE 4E, W.M. S 144TH ST 587;1575'E 2,652.05' TUK14/JLA TACO TIME OUND ' M . IN R SS DISC • ^J S0. CONCRETE MONUMENT IN CASE; DOWN 0.8' (HELD FOR POINT OF TANGENCY OF CENIERUNE) :0/27/20:0 • I FOUND •EBAR 0.1' NORTH AND 1.2' WEST :0F PROPERTY CORNER IMO REBA 2 pp..J NORTH AND 0.7' {SST IDF PROPERTY CORNER P EX 1-STORY CONCRETE STRUCTURE . NEW PARCEL 2 t3ZI4J SF PARCEL 'A' / 4 / FOUND . =AR & CAP 0.2'NO/7T£9 N 29527 AND 0.6' WEST OF PARCEL CORN 758.92' / / 0 1r 0/ I I r- \ \D \ -: J ; \ / \\ ra \ / \?„ 1 \ / \ \° v \ i \ 1 \ / 1 / T1 ry s-23.°6 .1 19148' 58870 J'E 2,644.37 S 152ND ST 24 C GRATED SI ON PER RI IS AASHTO— Geometric Design of Highways and Streets Urban Minor Arterial Street System The minor arterial street system interconnects with and augments the urban principal arterial system. It accommodates trips of moderate Length at a somewhat lower level of travel mobility than principal arterials do. This system distributes travel to geographic areas smaller than those identified with the higher system. The minor arterial street system includes all arterials not classified as principal. This system places more emphasis on land access than the higher system does and offers lower traffic mobility. Such a facility may carry local bus routes and provide intracommunity continuity but ideally does not penetrate identifiable neighborhoods. This system includes urban connections to rural collector roads where such connections have not been classified as urban principal arterials for internal reasons. The spacing of minor arterial streets may vary from 0.2 to 1.0 km [0.1 to 0.5 mil in the central business district to 3 to 5 km [2 to 3 -mil in the suburban fringes but is normally not more than 2 km [ 1 mil in fully developed areas. • • Highway Functions Functional Classification as a Design Type This text has utilized the functional classification system as a design type of highway. Two major difficulties arise from this usage. The first major problem involves freeways. A freeway is not a functional class in itself but is normally classified as a principal arterial. It does, however, have unique geometric criteria that demand a separate design designation apart from other arterials. Therefore, a separate chapter on freeways has been included along with chapters on arterials, collectors, and local roads and streets. The addition of the universally familiar term "freeway" to the basic functional classes seems preferable to the adoption of a complete separate system of design types. The second major difficulty is that, in the past, geometric design criteria and capacity levels have traditionally been based on a classification of traffic volume ranges. Under such a system, highways with comparable traffic volumes are constructed to the same criteria and provide identical levels of service, although there may be considerable difference in the functions they serve. Under a functional classification system, design criteria and level of service vary according to the function of the highway facility. Volumes serve to further refine the design criteria for each class. Arterials are expected to provide a high degree of mobility for the longer trip length. Therefore, they should provide a high operating speed and level of service. Since access to abutting property is not their major function, some degree of access control is desirable to enhance mobility. The collectors serve a .dual function in accommodating the shorter trip and feeding the arterials. They should provide some degree of mobility and also serve abutting property. Thus, an intermediate design speed and level of service is appropriate. Local roads and streets have relatively short trip lengths, and, because property access is their main function, there is little need for mobility or high operating speeds. This function is reflected by use of a lower design speed and level of service. The functional concept is important to the designer. Even though many of the geometric design values could be determined without reference to the functional classification, the designer should keep in mind the overall purpose that the street or highway is intended to serve. This concept is consistent with a systematic approach to highway planning and design. The first step in the design process is to define the function that the facility is to serve. The level of service needed to fulfill this function for the anticipated volume and composition of traffic provides a rational and cost - effective basis for the selection of design speed and geometric criteria within the ranges of values available to the designer. The use of functional classification as a design type should appropriately integrate the highway planning and design process. 13 SEATAC, WASHINGTON MILITARY RD S N/O S 152ND ST LOC# TC244N Start 09- Nov -09 Time NB SB 12:00 AM X01:00 02:00 O3 :00 04:00 05:00x..._ =� ... -.., .;�.�; Trafficount, Inc. P Box 2508 Olympia, WA 98507 (360) 491 -8116 Tue NB SB Wed NB SB Thu NB SB Fri NB SB Sat NB SB Page 1 Site Code: TC244N Station ID: Latitude: -999' 0.000 South Sun Week Average NB SB NB SB Mak 06:00 0700 08:00 :09T00 10:00 1'1f00 12:00 PM 01:00 02:00 _ 03 00 04:00 06:00 atig07y0Q ateM' , rs 08:00 flfroOTOb 10:00 FRiffriThoViNiftPIFMINF IIVIZEICMSB • VIVEZIMIffl MISMISVE Y -a ORMItratNiciS 70 54 58 26 16 23 60 112 118 76 .62i 40 26 31 24. 66 76= 82 f1.45a 165 SIAMTMEM 70 76 :54;030'62 58 40 16 31 212123.1s 24': 49 66 42. 76 60 82 :1`2s ►" 1-'45': 118 165 88' 207 281 I :29 2908 253 268 246 236 331 270 274; 194 207 1,68 . 10. 143 152 74 82 .VSEirdAiltMe 207 281 239290 :' 253 268 246 236 Lane 0 0 Day 0 AM Peak Volume PM Peak Volume 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3003 0 6539 11:00 11:00 170 188 17:00 15:00 258 331 3536 331 270 258`rt'� .27.4.1 194 207 1:68" 18311 143 152 125 15 74 82 62671 3003 3536 6539 11:00 170 17:00 258 11:00 188 15:00 331 SEATAC, WASHINGTON MILITARY RD S N/O S 152ND ST LOC# TC244N Start 16- Nov -09 Time NB SB Trafficount, Inc. P Box 2508 Olympia, WA 98507 (360) 491 -8116 Tue NB SB Wed NB SB Thu NB SB Fri NB SB Sat NB SB Page 2 Site Code: TC244N Station ID: Latitude: -999' 0.000 South Sun Week Average NB SB NB SB 12:00 AM 25 32 28 41 32 49 29 42 41 43 65 81 * * 37 48 X01:00;° -:14 A• ° .17:.' ,19 �,, • 16 ' .�• 1••7 20" ;- 2129 e 26 `22'. _ � 58; f41r "fil `� .}"1.'' "?r?• ^* o-,, ,9,°26WSZZ24'. 02:00 12 14 10 26 11 24 16 16 28 38 56 56 * * 22 29 03:00, 14 25. =WO < •l.' ; $ . 8 h 23; • ',13 ,p 211. °16 - 27 . 32 ,k35/ SINSPACEM • ' ` 26`. 04:00 14 41 12 46 12 46 15 35 10 34 15 31 * * 13 39 05:0 45 G a �'._ _ 77 y.L. :: 40 4:'.7 ''' 844 t L..- .,y;: y • 33. 9 27.; a �= BU; r . : 29 . , 1 r 83K k 20„ 33 = =: , y :- .4,4; Unt32:. ..7s1 06:00 85 158 86 144 86 148 82 138 94 147 42 56 * * 79 132 07,:00 ' + =' 1.6* = ° .193 ! „x' 136 1'.86I x 131 _` 225 -''• 1 "44 . 205; - 127 2091 ' 37„; - =1 'i18, MEaTert • 1:17 1:89 ; 08:00 153 189 126 171 130 190 146 180 129 143 65 105 * * 125 163 . .09:00 1:57 .-' 48'9,1 ' ' 129 1'46,a':; -2Q9_ 4,•147:' 19:17 - :'- '!°`126.: - ,'x� % .1;657:, r17241EZEIa WilinantraM tit= -x•138 183.E 10:00 183 235 203 232 185 228 139 218 184 229 166 218 * * 177 227 Y' 11'00: ' `24 j 207 , 238 '; ° 251 " 1+78Y 226 - ,.. r 279° 190 276 ; Wmss * ', :ik5:' *?, 210 5420 12:00 PM 259 303 235 312 229 264 222 251 273 266 277 316 * * 249 285 • EOM , ... :'18'0' , 01,i:�00'..�,,.., '.273� 02:00 270 334 ry -6 • w� 252 �:� s_:. • 263: 300 318 , 275 4 _'`2736 285 338 � 24'45 283; 281 315 �. ' �302 . °s 402 Fr�273'?�.,�. 269 305 _ N * * ,2377&63.0611 293 327 355 354 X03;00 ` °296! 1352 284 >, `°' 31„6 . `' "335 x.350' - 279 Z' =337;: » '' ', •. 298 ire 272 •_vim ,3.12 .. ,. ��a °r 294 ; 337 -�- � 04:00 272 348 332 364t 307 366 317" >388 338 332 ,.,y 278 332 * ', 307:* X355 W01.5070 = 2 7 3 : 3 3 2 1 240 ` 3 5 igir278 " ' 4 '3123 i a, 280 _;` ± 31;7.1 279 356s ' ' . 255.. "_; ' : °.;1 9 NEZAISM , . 268 ` ~ 315 06:00 265 239 284 256 259 259 212 252 276 287 195 247 * 248 257 et707M + "v`•i 147..Tt; = ' 213I • 21'8 •,221 1:90 ,251 .,,,223 259! ;1 7.86�ti'.-248:. :?,-- * ''? :'•i, * Neg192, t6.•. 234 08:00 162 156 163 168 152 168 149 162 169 178 157 184 * * 159 169 000 e t' 112' -" ,1:" =1:28s 1,1r7 •146; 1 , 1':1`1' 4'11 EignoMief3WOVITIUSEVIT783r ; M162 14M42 • .•.•.y •` -s - Ana 81 ' «�'"' 94k 10:00 109 84 96 111 94 94 " {" '75%' 110 123 136 156 134 135 * * 113 117 11.001 , 55 1031 50.. 88 84 .- ' .:r85/. • 99•.. 1.11 °109 1:18 `. •.man* ` %. 77_ 497' 65 Lane Day AM Peak Volume PM Peak Volume 3523 4280 7803 11:00 11:00 221 245 15:00 15:00 296 352 3577 7823 4246 11:00 11:00 207 238 16:00 16:00 332 364 3579 4333 7912 11:00 11:00 209 251 15:00 16:00 335 366 3456 7728 4272 11:00 11:00 178 226 16:00 16:00 317 388 3974 8632 11:00 253 14:00 355 4658 3437 4195 7632 11:00 11:00 11:00 279 190 276 13:00 16:00 13:00 402 278 354 3591 4330 7921 11:00 11:00 210 252 16:00 16:00 307 355 Comb. Total 7803 7823 7912 7728 8632 7632 6539 14460 ADT Not Calculated • Reported collisions that ocid on or in the vicinity Military Rd between S 150th St and S 152nd St within the City of S c 01/01/08 - 03/31/11 *As of 1/1/2009 citizen reports are no longer being captured (Report # begins with "C ")t • PRIMARY TRAFFICWAY BLOCK NUMBER INTERSECTING TRAFFICWAY -DIST FROM REF POINT MI or FT CA101 P- DIR FROM REF POINT REFERENCE POINT NAME SECONDARY TRAFFICWAY 1 SECONDARY TRAFFICWAY 2 *REPORT NUMBER DATE TIME MOST SEVERE INJURY TYPE # INJ #FAT #VEH FIRST COLLISION TYPE / OBJECT STRUCK MILITARY RD S 14828 2843214 03/20/10 6:25 PM No Injury 0 0 1 Other object MILITARY RD S 15000 E022265 06/29/09 4:20 PM Possible Injury 1 0 2 From opposite direction - one left turn - one straight S 150 ST MILITARY RD S INTERNATIONAL BLVD S 2846887 03/29/09 6:47 PM Serious Injury 3 0 4 One parked - -one moving MILITARY RD 14800 50 F S S 148 ST 2776297 09/08/08 5:20 PM Possible Injury 2 0 2 One car leaving driveway access MILITARY RD S 14800 0 F S S 148 ST 2776363 02/20/08 4:20 PM No Injury 0 0 2 From same direction - both going straight - both moving - rear -end MILITARY RD S 14800 60 F S S 148 ST 3095993 09/22/08 3:00 PM No Injury 0 0 2 From same direction - both going straight - one stopped - rear -end MILITARY RD S 14900 50 F N S 150 ST 2757033 08/01/09 9:40 PM No Injury 0 0 2 One parked - -one moving MILITARY RD S 15000 75 F S S 150 ST 2787303 03/22/08 1:00 PM No Injury 0 0 2 One parked - -one moving MILITARY RD 5 15000 150 F N S 150 ST 2787269 04/28/09 4:18 PM No Injury 0 0 2 From opposite direction - one left turn - one straight MILITARY RD S 15000 300 F S S 150 ST E082969 12/13/10 4:26 PM No Injury 0 0 2 Entering at angle MILITARY RD S 15200 125 F S S 152 3096208 07/09/09 11:45 AM No Injury 0 0 2 One car leaving parked position MILITARY RD S 150 300 F N S 152 ST 2998284 01/21/09 5:11 PM No Injury 0 0 3 One parked - -one moving MILITARY RD S 15200 50 F S 5 152 ST E048592 04/07/10 5:49 PM No Injury 0 0 2 Entering at angle S 152 ST MILITARY RD S 2787323 11/28/08 11:30 AM No Injury 0 0 2 Entering at angle MILITARY RD S S 150 2552125 10/03/08 1:05 PM Possible Injury 1 0 2 Entering at angle MILITARY RD S S 150 ST E020308 05/29/09 10:00 AM No Injury 0 0 2 Entering at angle MILITARY RD S S 150 ST 2552048 06/12/09 4:23 PM Possible Injury 2 0 2 From opposite direction - one left turn - one straight MILITARY RD S S 150 ST E072298 10/15/10 6:17 PM No Injury 0 0 3 From opposite direction - one left turn - one straight MILITARY RD S S 150 ST E096326 03/15/11 6:30 PM No Injury 0 0 2 Entering at angle MILITARY RD S 15000 S 150 ST 3095675 05/11/08 10:12 PM No Injury 0 0 2 Entering at angle MILITARY RD S S 152 2784007 05/19/08 7:20 AM No Injury 0 0 2 Entering at angle MILITARY RD S 152 ST E031348 10/28/09 9:00 PM No Injury 0 0 2 Entering at angle MILITARY RD S S 152 ST 3096127 10/12/08 4:10 PM No Injury 0 0 2 Entering at angle MILITARY RD S S 152 ST 3096262 01/05/09 8:40 AM No Injury 0 0 2 Entering at angle MILITARY RD S S 152 ST 2843158 08/20/09 9:03 AM No Injury 0 0 2 From same direction - both going straight - one stopped - rear -end MILITARY RD S S 152 ST E074323 10/27/10 9:45 AM No Injury 0 0 2 Entering at angle Prepared by: WSDOT /STCDO /CDAB /MB 10/19/11 1 of 3 UNDER 23 UNITED STATES CODE - SECTION 409, THIS DATA CANNOT BE USED IN DISCOVERY OR AS EVIDENCE AT TRIAL IN ANY ACTION FOR DAMAGES AGAINST THE WSDOT, OR THE JURISDICTIONS INVOLVED IN THE DATA • Reported collisions that ocar c d on or in the vicinity Military Rd between S 150th St and S 152nd St within the City of 5e 01/01/08 - 03/31/11 *As of 1/1/2009 citizen reports are no longer being captured (Report # begins with "C ") • JUNCTION RELATIONSHIP WEATHER LIGHTING CONDITIONS ROADWAY SURFACE CONDITIONS VEHICLE 1 TYPE VEH 1 ACTION VEH 1 TRAFFIC CONTROL VEH 1 COMP DIR FROM VEH 1 COMP DIR TO At Driveway Overcast Daylight Dry Passenger Car Making Right Turn No Traffic Control North West At Driveway Clear or Partly Cloudy Daylight Dry Passenger Car Making Left Turn No Traffic Control South West At Driveway Clear or Partly Cloudy Daylight Dry Passenger Car Backing Stop Sign North Vehicle Backing At Driveway Clear or Partly Cloudy Daylight Dry Passenger Car Making Right Turn No Traffic Control West South Intersection Related but Not at Intersection Clear or Partly Cloudy Daylight Dry Passenger Car Going Straight Ahead No Traffic Control South North Intersection Related but Not at Intersection Clear or Partly Cloudy Daylight Dry Passenger Car Going Straight Ahead No Traffic Control South North Not at Intersection and Not Related Clear or Partly Cloudy Dark - Street Lights On Dry Passenger Car Going Straight Ahead No Traffic Control North South Not at Intersection and Not Related Clear or Partly Cloudy Daylight Dry Pickup,Panel Truck or Vanette under 10,000 Ib Going Straight Ahead No Traffic Control South North At Driveway Clear or Partly Cloudy Daylight Dry Passenger Car Making Left Turn No Traffic Control South West At Driveway Raining Dark- Street Lights On Wet Passenger Car Making Left Turn No Traffic Control East South Not at Intersection and Not Related Overcast Daylight Dry Passenger Car Backing No Traffic Control Northwest Vehicle Backing At Driveway but Not Related Overcast Dusk Dry Pickup,Panel Truck or Vanette under 10,000 Ib Going Straight Ahead No Traffic Control Northwest Southeast At Driveway Raining Daylight Wet Passenger Car Making Left Turn No Traffic Control West North At Intersection and Related Raining Daylight Wet Pickup,Panel Truck or Vanette under 10,000 Ib Going Straight Ahead Stop Sign North South At Intersection and Related Raining Daylight Wet Passenger Car Going Straight Ahead Stop Sign East West At Intersection and Related Clear or Partly Cloudy Daylight Dry Passenger Car Going Straight Ahead Stop Sign East West At Intersection and Related Clear or Partly Cloudy Daylight Dry Passenger Car Making Left Turn No Traffic Control North East At Intersection and Related Clear or Partly Cloudy Dusk Dry Passenger Car Making Left Turn No Traffic Control North East At Intersection and Related Raining Dusk Wet Passenger Car Starting in Traffic Lane Stop Sign East West At Intersection and Related Overcast Dark - Street Lights On Wet Not Stated Going Straight Ahead No Traffic Control South North At Intersection and Related Clear or Partly Cloudy Daylight Dry Not Stated Going Straight Ahead Stop Sign East West At Intersection and Related Raining Dark - Street Lights On Wet Passenger Car Going Straight Ahead Stop Sign North South At Intersection and Related Clear or Partly Cloudy Daylight Dry Passenger Car Going Straight Ahead Stop Sign North South At Intersection and Related Overcast Daylight Wet Passenger Car Starting in Traffic Lane Stop Sign West East At Intersection and Related Clear or Partly Cloudy Daylight Dry Passenger Car Going Straight Ahead Stop Sign North South At Intersection and Related Clear or Partly Cloudy Daylight Wet Passenger Car Starting in Traffic Lane Stop Sign West East Prepared by: WSDOT /STCDO /CDAB /MB 10/19/11 2 of 3 UNDER 23 UNITED STATES CODE - SECTION 409, THIS DATA CANNOT BE USED IN DISCOVERY OR AS EVIDENCE AT TRIAL IN ANY ACTION FOR DAMAGES AGAINST THE WSDOT, OR THE JURISDICTIONS INVOLVED IN THE DATA • Reported collisions that ocard on or in the vicinity Military Rd between S 150th St and S 152nd St within the City of Se. 01/01/08 - 03/31/11 *As of 1/1/2009 citizen reports are no longer being captured (Report # begins with "C ") • MV DRIVER CONT CIRC 1 (UNIT 1) VEHICLE 2 TYPE VEH 2 ACTION VEH 2 TRAFFIC CONTROL VEH 2 COMP DIR FROM VEH 2 COMP DIR TO MV DRIVER CONT CIRC 1 (UNIT 2) IMPACT LOCATION (2010 forward) Improper Turn Past the Outside Shoulder of Primary Trafficway Did Not Grant RW to Vehicle Passenger Car Going Straight Ahead No Traffic Control North South None Improper Backing Passenger Car Legally Parked, Unoccupied Did Not Grant RW to Vehicle Passenger Car Going Straight Ahead No Traffic Control North South None Follow Too Closely Pickup,Panel Truck or Vanette under 10,000 lb Slowing No Traffic Control South North None Other School Bus Stopped for Traffic No Traffic Control South Vehicle Stopped None Other Passenger Car Legally Parked, Occupied Driver Operating Handheld Telecommunicat Truck Tractor Legally Parked, Occupied Did Not Grant RW to Vehicle Passenger Car Going Straight Ahead No Traffic Control North South None Did Not Grant RW to Vehicle Passenger Car Going Straight Ahead No Traffic Control South North None Lane of Primary Trafficway Improper Backing Passenger Car Stopped for Traffic No Traffic Control South Vehicle Stopped None Other Passenger Car Legally Parked, Unoccupied Did Not Grant RW to Vehicle Passenger Car Going Straight Ahead No Traffic Control South North None Lane of Primary Trafficway Disregard Stop Sign - Flashing Red Passenger Car Starting in Traffic Lane Stop Sign East West None Disregard Stop Sign - Flashing Red Passenger Car Going Straight Ahead Unknown North South None Did Not Grant RW to Vehicle Passenger Car Going Straight Ahead No Traffic Control North South None Did Not Grant RW to Vehicle Passenger Car Going Straight Ahead No Traffic Control South North None Did Not Grant RW to Vehicle Passenger Car Going Straight Ahead No Traffic Control South North None Lane of Primary Trafficway Did Not Grant RW to Vehicle Passenger Car Going Straight Ahead No Traffic Control South North None Lane of Primary Trafficway None Passenger Car Making Right Turn Stop Sign East North Did Not Grant RW to Vehicle Disregard Stop Sign - Flashing Red Passenger Car Starting in Traffic Lane Stop Sign North South None Disregard Stop Sign - Flashing Red Passenger Car Starting in Traffic Lane Stop Sign West East None Disregard Stop Sign - Flashing Red Passenger Car Starting in Traffic Lane Stop Sign West East None Did Not Grant RW to Vehicle Passenger Car Starting in Traffic Lane Stop Sign North South None Other Passenger Car Stopped at Signal or Stop Sign Stop Sign North Vehicle Stopped None Did Not Grant RW to Vehicle Passenger Car Starting in Traffic Lane Stop Sign South North None Lane of Primary Trafficway Prepared by: WSDOT /STCDO /CDAB /MB 10/19/11 3 of 3 UNDER 23 UNITED STATES CODE - SECTION 409, THIS DATA CANNOT BE USED IN DISCOVERY OR AS EVIDENCE AT TRIAL IN ANY ACTION FOR DAMAGES AGAINST THE WSDOT, OR THE JURISDICTIONS INVOLVED IN THE DATA City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director September 26, 2011 NOTICE OF DECISION TO: City of Seatac Planning Department City of Seatac Public Works Department King County Assessor, Accounting Division This letter serves as a notice of decision and is issued pursuant to TMC 18.104.170 on the following project and permit approval. I. PROJECT INFORMATION Project File Number: DI 1 -172 Applicant: Taco Time Corporation Type of Permit Applied for: Development Permit Project Description: CONSTRUCTION OF NEW 2418 SQ FT 1 STORY WOOD FRAME QUICK SERVE RESTAURANT BUILDING, V -B CONSTRUCTION A -2 OCCUPANCY GROUP. PUBLIC WORKS ACTIVITIES INCLUDE: TESC, LAND ALTERING, STORM DRAINAGE, PORTION OF DRIVEWAY ACCESS, AND STREET USE FOR TIB. Location: 15037 Tukwila International Blvd, King County Parcel 004100 -0493 Associated Files: Comprehensive Plan Designation/Zoning District: L 11 -077, Design Review L11 -071, Boundary Line Adjustment L 11 -006, Parking Variance PG11 -072, Plumbing Permit M11 -080, Mechanical Permit ELI 1 -0871, Electrical Permit EL11 -0870, Electrical Permit D11 -250, Demolition Permit Regional Commercial (RC) 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone 206 - 431 -3670 • Fax 206 - 431 -3665 H. DECISION SEPA Determination: The City SEPA Responsible Official has previously determined that the project, as proposed is exempt and the submission of SEPA Checklist is not required. Decision on Substantive Permit: The City Building Official has determined that the application for a Development permit does comply with applicable City and state code requirements and has approved that application, subject to any conditions which are set forth in the Decision. A list of conditions is attached. III. YOUR APPEAL RIGHTS The Decision on this Development Permit Application is a Type 1 decision pursuant to Tukwila Municipal Code §18.104.010. The requirements for an appeal on this Decision are set forth in Tukwila Municipal Code Chapter 18.116. Other land use applications related to this project may still be pending. IV. INSPECTION OF INFORMATION ON THE APPLICATION Project materials including the application, any staff reports, and other studies related to the permit are available for inspection at the Tukwila Department of Community Development, 6300 Southcenter Blvd., Suite 100, Tukwila, Washington 98188 from Monday through Friday between 8:30 a.m. and 5:00 p.m. The project planner is Brandon Miles, who may be contacted at 206.431.3684 for further information. Property owners affected by this decision may request a change in valuation for their property tax purposes. Contact the King County Assessor's Offc�for- €Mier - formation regarding property tax valuation changes. 41-1 t( Brandon J. Miles, Senior Planner Department of Community Development City of Tukwila Page 2 of 2 • CYTV��IA SEP 2.6 2011 PEWIT CE.1011 INSPECTION NO. INSPECII RECORD Retain a copy with permit 01( -2 0 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 431 -2451 (206) 431 -3670 project: Type ot Inspectio Address: Date Called: Special Instructions: 0" c-? ` r U ( Date Wanted• a.m. Requester: hone No: Phone 1 -kc,cf Approved per applicable codes. -Corrections required prior to approval. COMMENTS: nF' r:A A { ... C.0 Ins pectirbr: Date: LI REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Jennifer Marshall From: Sent: To: Subject: Howard, Jennifer Marshall Thursday, September 22, 2011 10:15 AM 'HGKIMURA @COMCAST.NET' D11 -172, Taco Time I am writing to notify you that your building permit for Taco Time is approved. There are some items that must be taken care of prior to issuance of this permit: 1) The demolition permit must be finaled (D11 -250). At this point it appears that the Fire, Public Works, and Building Finals all remain to be completed. 2) The Permit Center will need the name and State Contractors License number of the contractor which will be verified and confirmed as in good standing on the day of permit issuance. This information can be brought to the counter when picking up the permit. 3) An copy of the insurance certificate from the contractor must be submitted with the City of Tukwila listed as additionally insured. 4) A Hold Harmless Agreement for the work in the public right -of -way must be executed and notarized. We have both the form and a notary available here, but can send you a copy if you'd like to get it processed elsewhere. The form must be signed and notarized by the property owner or an authorized agent. 5) The balance remaining of $10,958.79 must be paid in full. After these items are taken care of the permit can be issued. Please note that after permit issuance, prior to any work on this permit a Pre - Construction Inspection has been requested by the Building, Planning, and Public Works Departments. To coordinate this three separate phone calls will need to be made once the permit is issued: 1) Call the automated inspection line at 206 431 -2451 to schedule the Building Pre - Construction Inspection. You will need the permit number of D11 -172 and the inspection code of 0101. 2) Call Brandon Miles at 206 431 -3684 to schedule the Planning Pre - Construction Inspection. When calling let him know the date and time you requested the Building Department Pre -Con. 3) Finally, call Public Works at 206 433 -0179 to schedule a Pre -Con noting the date and time you have scheduled with both Building and Planning. The following items are requested by the Public Works Department and can be provided after the permit is issued but before the times listed. 1) Applicant shall provide the City of Tukwila with a copy of the approved permit from the City of SeaTac prior to any work within the City of SeaTac right -of -way. 2) Prior to the Public Works final a storm water easement and maintenance agreement or covenant shall be required for this permit. The Public Works Department will prepare the document for signature. Jennifer Marshall Permit Technician, City of Tukwila T: 206 431 -3670, F: 206 431 -3665 ** Please note our updated email and website jennifer.marshall©tukwilawa.gov www.tukwilawa.gov ** • 1 H.G. KIMURA ARCHITECT.I'LI.0 Howard G. Kimura, Principal September 6, 2011 Mr. Dave Larson City of Tukwila Dept. of Community Development 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 RE: Tukwila Taco Time — Building Memo #2 Development Permit Application No. D11 -172 15037 Tukwila International Blvd Tukwila, WA Dear Mr. Larson, We are in receipt of your letter dated August 23t , 24th and 26th, 2011 and will respond to the comments in the same order received: BUILDING DIVISION REVIEW (Mr. Dave Larson): 1. Have included new structural sheets Sl -thru S -2 2. Thermal break at the R -10 rigid insulation is still in place and structural calls for #4 rebar at 48" oc. Attached are WSEC forms showing a component performance approach to compensate for the missing insulation at the foundation where there is a 6 -8" square surrounding the rebar. This is very minute but we have increased the Roof insulation to R -38 to compensate. See WSEC Forms attached. PLANNING DIVISION COMMENTS (Mr. Brandon Miles): 1. Windows were revised back to the original look, however are 6" shorter in height due to the interior ceiling modifications made. See A3.1 & A3.2 2. Trellis was lowered as noted and landscape planter was moved to the building side directly below trellis. See elevations for height of trellis. See L -1 for landscape planter location against building, directly below trellis. 3. Site plan and Landscape plan show planter up against the building directly below the trellis. 4. Civil and LS conflict can be coordinated once it is identified. 5. Note on west elevation calls for gas meter and electrical cabinet to be painted to match the stucco color of the building 6. Note has been added to the plans indicating the outdoor tables, benches and garbage cans shall be colored to match or be consistent with the color of the building 18012 West Lake Desire Drive Southeast • Renton, Washington 98058 • Tel: 425.766.5000 • Fax: 425.271.2383 • email: hgkimura@comcast.net • • Correction Letter #2 August 7, 2011 Page 2 PUBLIC WORKS (Mr. David McPherson) Permit D11 -172: A revised storm drainage report based upon the most recent design/plan has been attached for your review along with revise drawings full size and 11x17. This concludes our response to your agency comments. Please notify me if there are any additional questions that may arise during this review. Sincerely, HG Kimura Architect PLLC, Howard G. Kimura, AIA 18012 West Lake Desire Drive Southeast • Renton, Washington 98058 • Tel: 425.766.5000 • Fax: 425.271.2383 • email: hgkimura@comcast.net 1 • City of Tukwila 1 Jim Haggerton, Mayor Department of Community Development Jack Pace, Director August 26, 2011 Howard Kimura HG Kimura Architect PO Box 59415 Renton, WA 98058 RE: Correction Letter #2 Development Permit Application Number D11 -172 Taco Time —15037 Tukwila International BI Dear Mr. Kimura, This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Building, Planning, and Public Works Department. The Fire Department has no concerns at this time. If you have questions regarding the attached comments, please contact the correct individual per the following: Building Department: Dave Larson at 206 431 -3678. Planning Department: Brandon Miles at 206 431 -3684. Public Works Department: Dave McPherson at 206 431 -2448. Please address the attached comments in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that four (4) sets of revised plans, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at (206) 431 -3670. encl File No. D11 -172 W:\Permit Center\Correction Letters\2011\D11 -172 Correction Letter 112.doc 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206- 431 -3670 • Fax: 206 -431 -3665 Tukwila Building Division Dave Larson, Senior Plan Examiner Building Division Review Memo #2 Date: August 23, 2011 Project Name: Taco Time Permit #: D11 -172 Plan Review: Dave Larson, Senior Plans Examiner The Building Division conducted a plan review on the subject permit application. Please address the following comments in an itemized format with revised plans, specifications and/or other applicable documentation. 1. Page S -1 was included in the response to review memo #1 to show the additional structure at the entry however the S -1 page submitted was actually for the Tacoma Taco Time instead of Tukwila and the shear walls are different. Please resubmit this page for the Tukwila project. 2. The thermal break at the intersection of the slab and foundation must be continuous under the provisions of the Washington State Nonresidential Energy Code. I talked with the engineer and he would prefer that the rebar stubs sticking out of the foundation have complete concrete cover. The thermal break could be totally or partially eliminated by using the component performance approach of the WSNREC. Please revise this detail to meet energy code and structural requirements. (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size). (If applicable) Structural Drawings and structural calculations sheets shall be original signed wet stamped, not copied.) Should there be questions concerning the above requirements, contact the Building Division at 206 -431- 3670. No further comments at this time. 1 DATE: CONTACT: RE: ADDRESS: ZONING: PLANNING DIVISION COMMENTS August 24, 2011 Howard Kimura D11 -172, Correction Letter 2 15037 TIB RC The Planning Division of DCD has reviewed the above permit application. The application as submitted cannot be approved. 1. The window treatments shown in Sheets 3.1 and 3.2 are not consistent with what was approved by the Board of Architectural Review. Window treatments must be consistent with what was approved by the Board. Consider using fake mullions. 2. The final design of the trellis structure shown on the east elevation in sheet 3.1 shall be revised. The trellis structure needs to be lowered in order to provide a sufficient structure for vine vegetation. 3. The applicant shall submit a revised site plan and landscaping plan to move the landscaping along the east elevation from the front of the patio to an area next to the proposed trellis. City staff shall approve the design of the landscaping and approval of the vegetation species. This is necessary in order to comply with the Board's Notice of Decision and the fact that the site plan reviewed and approved by the Board is being altered. 4. The landscaping plan and civil plan conflict. Submit revised plans for review and approval by the City. 5. The west elevation differs from what was approved by the Board. All mechanical equipment and the utility door located on the southwest corner of the building shall be painted to be consistent with the colors of the building. Submit revised elevations to the City with the necessary call outs. 6. Provided a note on the plans stating that the outdoor tables, benches and garbage cans shall be painted to be consistent with the design of the building. 1 DATE: PROJECT: CITY OF TUKWILA PUBLIC WORKS DEPARTMENT REVIEW COMMENTS Development Guidelines and Design and Construction Standards www.ci.tukwila.wa.us August 25, 2011 Taco Time 15037 Tukwila International Blvd. Second Review Comment PERMIT NO: D11-172 PLAN REVIEWER: Contact David McPherson at (206) 431 -2448, if you have any questions /comments regarding the following comments. David.McPherson @TukwilaWA.gov Provide a revised Storm Drainage Report based on the most recent design/plan. August 3, 2011 Civil plans show pervious pavement within the parking areas, some extended perforated pipe, and additional filling on site. a H.G. KIMURA ARCHITECT. PLR: • Howard G. Kimura, Principal August 2, 2011 Mr. Bill Rambo, Permit Technician City of Tukwila Dept. of Community Development 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 RE: Tukwila Taco Time Development Permit Application No. D11-172 15037 Tukwila International Blvd Tukwila, WA Dear Mr. Rambo, We are in receipt of your letter dated July 28th, 2011 and will respond to the comments in the same order received: BUILDING DIVISION REVIEW (Mr. Dave Larson): 1. Truncated domes have been added to the site plan, refer to sheet A2.1. The "Accessible" route of travel is from the handicap parking stalls to the building entrance. Along this path, slopes will be 2% maximum and will meet the 2003 ICC /ANSI Al 17.1 standards. The other paths were mandated by the Planning Department as a measure of pedestrian safety and friendliness and were not intended as an "accessible" route. Therefore, the truncated domes will be provided however, the slopes will not meet the maximum slopes permitted along accessible routes. 2. There are 3 tables with 6 seats at the NE corner of site and one with 8 seats, totaling 26 seats. 5% of 26 seats would be 1.3 or 1 handicap seat. We have removed one table along the west side of the building for handicap access. See A1.1 3. The front entry and drive thru and pick -up "steel" canopies will be constructed out of steel and will be engineered with the building set as shown. A steel canopy has been added to the pay window to provide rain protection. See A3.2 All other sloped metal roof canopies will be permitted separately by the sign manufacturer. Noted on the front cover sheet A0. 4. Refer to Response from Electrical Engineer. Emergency path has been shown shaded on the E3.0 plan. See bottom right corner noted: (A) 5. Refer to Response from Electrical Engineer. (A) 6. Demolition Permit has been applied for as of 7 -25 -2011 and is in process. 7. Attached, please fmd a copy of the letter indicating we have an approved King County Health Department permit. (B) 8. Refer to response from Electrical Engineer. (A) RECEIVED CORRECTION AUG 03 2011 LTRo12 Wes 1 e Desi Drive Southeast • Renton, Washington 98058 • Tel: 425.766.5000 • Fax: 425.271.2383 • email: h.4 [ TER 172» • Correction Letter #1 August 2, 2011 Page 2 9. The structural engineer, Voelker Engineering, Inc., followed Table 1806.2, class of materials 5, that allows 1500 psf assumed soil bearing capacity. This is one of the lowest presumptive load - bearing values allowed. As the foundation is being excavated, we will have Geotech Consultants, Inc., on -board to verify soil bearing capacity at the footprint of the foundation prior to pouring. FIRE PREVENTION BUREAU REVIEW (Mr. Al Metzler): 1. Refer to email note from Civil Engineer, attached.(C) 2. Refer to email note from Civil Engineer, attached. (C) 3. Refer to email note from Civil Engineer, attached. (C) PLANNING DIVISION COMMENTS (Mr. Brandon Miles): 1. Refer to attached catalog cut with the table design and color. These are concrete tables and will have a stain to match the field beige color of the building. We changed the west table to a rectangular concrete picnic table to accommodate handicap seating at each end. The NE corner will have 3 round picnic tables out of the same stained concrete material to match the building beige color. See item (D) 2. See East Elevation; sheet A3.1 illustrating the proposed "additional" building detail. We have added a wood trellis to accentuate this elevation and allow it to appear as a primary building elevation in addition to a 6" relief to provide modulation. 3. Chain link fence height along north property line has been modified to 4' height, maximum. 4. Chain link fence on south side has been modified, see A1.1: a. Eastern 20' lowered to 4' from T1B b. 6' height chain link fence from 20' to western face of building c. 4' from western face of building to Military road property line. Signage: 1. A separate signage permit will be applied for that will include the freestanding monument sign, building signage and directional signage and metal sloped awnings. We will submit this to planning for initial review prior to applying for a sign permit. PUBLIC WORKS (Mr. David McPherson): 1. Refer to attached letter from our civil engineer for responses to all comments from Public Works. Refer to item marked (E) 18012 West Lake Desire Drive Southeast • Renton, Washington 98058 • Tel: 425.766.5000 • Fax: 425.271.2383 • email: hgkimura @comcast.net • 0 Correction Letter #1 August 2, 2011 Page 2 This concludes our response to your agency comments. Please notify me if there are any additional questions that may arise during this review. Sincerely, HG Kimura Architect PLLC, Howard G. Kimura, AIA 18012 West Lake Desire Drive Southeast • Renton, Washington 98058 • Tel: 425.766.5000 • Fax: 425.271.2383 • email: hgkimura@comcast.net July 28, 2011 • • ABOSSEIN ENGINEERING, LLC HECTRIC:A1. MECHANIC:Al CIVII FIRE PROFICTI(1N TEED Dave Larson City of Tukwila Community Development Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA Ref: Taco Time Restaurant, 15037 Tukwila Int. Blvd Dear Mr. Larson: Below are responses to your letter dated July 8, 2011 — Building Revision Review. 4) 1. The plans now indicate an egress pathway (shaded) with note 6 referencing compliance of 1 Section 1006 in the IBC. New Fixtures have been specified for emergency lighting near exterior doors/landings. 5) 2. All exits have an exit sign shown. 3. Exterior lighting calculations have been revised an updated to reflect building and site ``�� lighting compliances. Please contact me, if any additional questions or information is needed. Sincerely, Duane Keu Electrical Dept. -1ECEIVED AUG 032011 ?ERMITCENTER 2100 112th Avenue NE. Suite 201 • Bellevue. WA 98004 • PH: 425/462 -9441 • FAX: 425/462-9451 • EMAIL: general @abossein.com CORRECTION b(It7Z • • Howard Kimura From: Geoff Tamble <gtamble @thebluelinegroup.com> Sent Monday, July 25, 2011 11:08 AM To: al.metzler@tukwilawa.gov Cc: hgkimura @comcast.net; Dominque Gabaldon Subject Tukwila Taco Time - Fire department comments Attachments: SHEET 05.pdf; SHEET 07.pdf F/R vov DA) B vh &A 1 Al, We have updated our utility plans to show a new hydrant in the SE corner of our site and added the PIV and FDC connections in the same area (well within 50')...we have also shown a note on the utility vault detail sheet specifying the load requirements for the vault lids (1 took the note from Bellevue Fire as we discussed). Please let me know if these changes are acceptable. Thank you, Geoff E. Tamble, PE 1 Principal BLUELINE I www.thehluelinegloup.c.om t 425.216.4051 x225 1 f 425.216.4052 LAND MATTERS • • Civil Enpincc Tina L. i i ' .. ' P iam-i� i No virus found in this message. Checked by AVG - www.avg.com Version: 10.0.1390 / Virus Database: 1518/3787 - Release Date: 07/25/11 CORRE � ION b 4� t7 LTR# 1 RECEIVED AUG 03 2011 RMIT CENTER Concrete tables, planters, benches, bollards, barriers, trash receptacles, cigarette receptacl... Page 1 of 2 • ornamental 5TONE.Pd . ,C LC DC 017.3 from tl.r f wrS.e • 800 -446 -4241 TABLES At Ornamental Stone, we offer several different sizes and styles of concrete tables. RECEPTACLES LAi. 1 7SC A ?E` d Model: TBS -40 d 40" dia. table top w/ 3 curved benches. d Total outside dimensions: 68 "D x 30 "H • Free stand or bolt -down option. w Weight: 750 lbs. d Price: $750 d Price: $770 (w/ optional umbrella stand) Str NEC s' /7E- ; S'7 1A -� now c. Mo r' ' cb, iTVC� £VVIs j6, d Model• TB 4 w/ c ec er oar d 40" dia. table top w/ 3 curved benches. d Total outside dimensions: 68 "D x 30 "H d Free stand or bolt -down option. • Weight: 750 lbs. d Price: $850 d Price: $870 (w/ optional umbrella stand) d Stained Ebony w/ inserted ceramic tiles. CORRECTION LTR# lc' 4. God' 1 II__ J-0 d-ae d Model: PT -1 -92 /,tlr p-r S%De ` 614° d Price: $950 "Our latest table features a 92" long table top with simulated wood grain finish that looks and feels remarkably like real wood!" RECEIVED AUG 03 2011 PERMIT CENTER ABOUT US 1 PLANTERS 1 TABLES 1 BENCHES 1 ASH URNS 1 WASTE RECEPTACLES BOLLARDS 1 BIRDBATHS 1 LANDSCAPE SOLUTIONS 1 REPLACEMENT PARTS NEW ITEMS 1 EMAIL US 1 HOME http: / /omamentalstone.com/tables.htm Tel: 800- 446 -4241 d Fax: 360 - 275 -0862 8/2/2011 • • Howard KGmura From: Geoff Tamble <gtamble @thebluelinegroup.com> Sent Tuesday, August 02, 2011 4:19 PM To: hgkimura @comcast.net Cc: Chris @TacoTimeNw.com Subject Public Works Comment Responses Howard, Looks like we won't have the plans done today. My designer promised to have them done by 8AM tomorrow. For the response letter to Public Works For David McPherson: An oil water separator has been added to utility plan sheet 5 of 9 with a detail provided on sheet 7 of 9 for the runoff within the trash enclosure. This system is shown being routed to the grease interceptor vault as requested. For Ryan Larson: 1. Noted. 2. Noted. 3. Noted. See response below. 4. For this site, we are proposing to use pervious pavement in the parking stalls with conventional pavement in the drive isles and drive thru. Please see revised site plan drawings showing areas of pervious pavement (sheets 3, 4, & 5) and pavement cross section detail (sheet 5). We are also proposing to use amended soils in the landscape areas (please see revised architectural plans). Miscellaneous Comments: 1. Developer will provide proof of insurance and a hold harmless agreement for any work within the ROW. 2. Noted. Please call me if you have any questions... Geoff E. Tamble, PE 1 Principal BLUELINE I www.thehluelinegtou ,.cnm t 425.216.4051 x2251 f 425.216.4052 LAND MATTERS • r'i..1 ENa•n', iirq in.1 Ur..:• Planrnnn No virus found in this message. Checked by AVG - www.avg.com Version: 10.0.1390 / Virus Database: 1518/3805 - Release Date: 08/02/11 CORRECTION b 11 -1�2 1 RECEIVED AUG 03 2011 PPRMITGENTER ce) -4 • Food and Facilities Program 401 Fifth Avenue, Suite 1100 Seattle, WA 98104 -1818 206 - 296 -4632 Fax 206 - 296 -0188 TTY Relay: 711 www.kingcounty.gov/health July 21, 2011 Chris Tonkin Taco Time 3300 Maple Valley Hwy Renton, WA 98058 RE: • Public Health Seattle & King County Transmitted via electronic mail and US Mail rECE r7r) SEP 12 20111 COMMt DEVELO; T Plans and Specifications for: Taco Time at 15037 Tukwila International Blvd, Tukwila, WA 98188 SR1207733 P/E 6723 (Risk 3; 51 -150 seats) Dear Mr. Tonkin, The plans and specifications for the above new project have been reviewed and, in accordance with the provisions of Title 5, the Code of the King County Board of Health Rules and Regulations 05 -06 (The Food Code) are hereby APPROVED. This approval letter only addresses the equipment, plumbing fixture locations and finishes. It does not include piping, grease traps, back flow prevention or other piping systems. Your establishment has been assigned the following plan review service number SR1207733. Please use this SR# in all future contact with us. As required in The Food Code, upon completion of the construction and before opening for business, the food service establishment operator /owner shall: 1. Complete the enclosed application for the annual operations permit if you don't have a current permit. Include a copy of this letter when applying for the annual permit. Please call me prior to paying for your permit to verify the correct fee. Be advised that the penalty for commencing operation of a food service establishment without the required permit is 50% of the applicable permit fee. 2. Obtain a preoperational inspection approval. Contact Diane Bondoc via phone (206 -296 -9750) or email (diane.agasid(&kingcounty.gov) at least one week in advance to schedule a preoperational inspection. Be sure all other inspections (plumbing, building, etc.) are done before you call the Health Department for an inspection. Please refer to the enclosed Preoperational Checklist for more information. Your application for a food service establishment permit from Public Health Seattle & King County may be approved during this inspection. However, it is the responsibility of the food service establishment operator /owner to obtain all necessary permits and approvals from other agencies. Operating the establishment without these required permits or approvals may subject the operator /owner to legal action by the appropriate agencies. If the establishment is opened without the Health Department preoperational inspection, it may be subject to closure. Failed preoperational inspections will require a $382.00 fee ( +$191.00 /hr after 2 hours) for a repeat inspection. .1 Mr. Tonkin — Taco Time Page 2 July 17, 2011 • • Please be aware that additional hourly fees will be charged if the total plan review and preoperational inspection goes beyond the base four (4) hours for this new project. An invoice will be sent to you after the preoperational inspection and must be paid immediately. Contact your local building department or water district if pre- treatment facilities are required when wastewater contains more than 100 parts per million by weight of fat, oil or grease of animal, vegetable or mineral petroleum origin. If you have any questions, please don't hesitate to contact me. Thank you for your compliance in this matter and I look forward to seeing you soon. Diane A. Bondoc, R.S. Food and Facilities Plan Reviewer DAB Enclosures • City of Tukwila • Jim Haggerton, Mayor Department of Community Development Jack Pace, Director Howard Kimura HG Kimura Architect PO Box 59415 Renton, WA 98058 RE: Correction Letter #1 Development Permit Application Number D11 -172 Taco Time —15037 Tukwila International BI Dear Mr. Kimura, This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Building, Fire, Planning, and Public Works Department. If you have questions regarding the attached comments, please contact the correct individual per the following: Building Department: Fire Department: Planning Department: Public Works Department: Dave Larson at 206 431 -3678. Alan Metzler at 206 971 -8718. Brandon Miles at 206 431 -3684. Dave McPherson at 206 431 -2448. Please address the attached comments in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that four (4) sets of revised plans, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at (206) 431 -3670. Sincerely, cb`(li Bill Rambo Permit Technician encl File No. D11 -172 W:\Permit Center \Correction Letters V011011-172 Correction Letter #l.doc 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 Tukwila Building Division Dave Larson Senior Plan Examiner 1 Building Division Review Memo Date: June 29, 2011 Project Name: Taco Time Permit #: D11 -172 Plan Review: Dave Larson, Senior Plans Examiner The Building Division conducted a plan review on the subject permit application. Please address the following comments in an itemized format with revised plans, specifications and /or other applicable documentation. (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size). (If applicable) Structural Drawings and structural calculations sheets shall be original signed wet stamped, not copied.) 1. There appears to be three, maybe four, exterior paths that cross a vehicular way. These will need truncated domes at the edge before entering the drive aisle. One may be a speed bump as it terminates into a light pole on the side away from the building. Please add truncated domes to the plan as needed. The max slope along accessible paths is 1 in 20 or a ramp would be needed for slopes up to 1 in 12. The maximum cross -slope is 1 in 48. The maximum vertical rise along the path is 1/4 inch. The minimum width is 44 inches. Please verify these requirements by notes or details on the plans. If any of these requirements are already on the plans just give the location in your response letter. 2. The outside concrete dining table shows all sides with fixed seats. 5% or at least one side of one table should be accessible for a person in a wheelchair. Please revise plan to show this. 3. If structural details for the fabric covered awning are not included in this application, a separate building permit will be required. Either include structural details or note on cover page that the intent is to permit separately. 4. The Building Code requires emergency lighting along aisles that are part of the egress system when two exits are required. There should be an egress aisle shown on the plan that connects the three exit doors in the entry and dining area. We prefer that this aisle be shown as a shaded path and a note added that says emergency lighting be provided along this path per section 1006 IBC. Also one emergency light fixture is required above the exterior landing of each exterior exit door. Please show these egress requirements on the plan. 5. Sheet A4.1 only shows one lighted exit sign at one of the exits. All three doors from the dining and entry should have lighted exit signs. 6. A separate demolition permit is required to remove existing structures. This building permit will not be issued until demo permits are final. e • 7. An approved King County Health Dept. plan will need to be submitted to the City of Tukwila before we issue this Building Permit. 8. The exterior lighting budget does not appear to include all exterior site lighting. Please revise as necessary. 9. The site soils need to be qualified per chapter 18 of the IBC. Please show how this will be accomplished and by who. Should there be questions concerning the above requirements, contact the Building Division at 206 -431- 3670. No further comments at this time. • • Tukwila Fire Prevention Bureau Al Metzler, Fire Project C(')orilinator Fire Prevention Bureau Review Memo Date: June 22, 2011 Project Name: Taco Time Address: 15037 Tukwila International BI Permit #: D11 -172 Plan Reviewer: Al Metzler, Fire Project Coordinator The Fire Prevention Bureau conducted a plan review on the subject permit application. Please address the following comments in an itemized format with revised plans, specifications and/or other applicable documentation. 1. The storm water detention vault and lid located at the northeast corner of the building shall be designed to withstand an outrigger load of 45,000 lbs. 2. The closest fire hydrant to the proposed building as shown on the drawing, is 175 ft. as measured via vehicular travel. City ordinance requires a fire hydrant be within 150 ft. of the building measured by vehicular travel. A new additional fire hydrant will need to be installed. 3. Provide a civil drawing which shows the fire line to supply the building fire sprinkler system, the locations of the double detector check valve assembly(DDCVA), the fire department connection(FDC), and the post indicator valve(PIV) and a connection detail of all these appurtenances. Please be aware that the FDC must be located within 50 ft. of a fire hydrant. Should there be questions concerning the above requirements, contact the Fire Prevention Bureau at 206- 971 -8718. No further comments at this time. DATE: CONTACT: RE: ADDRESS: ZONING: PLANNING DIVISION COMMENTS June 30, 2011 Howard Kimura D11 -172 15037 TIB RC The Planning Division of DCD has reviewed the above permit application. The application as submitted cannot be approved. The project was subject to design review and certain conditions must be met prior to building permit issuance: 1. Include the spec sheets for the outdoor tables, calling out the design and color. 2. As was conditioned as part of design review, "Additional building detail shall be added to the east elevations in order to add more visual interest. These building changes could include but are not limited to awnings, landscaping or windows ". Please update sheet A3.1 to address this condition. 3. The black chain link on the north property line is to be no taller than four feet. Please update the plans. 4. The fence on the south property line shall be constructed as follows: the first ten feet from TIB shall be no taller than four feet in height. From that point the fence maybe six feet until the end of the building, from the end of the building to Military it must be four feet in height. Please update the site plan accordingly. Reminders: The following items are for informational purposes only: 1. The signs shown on the elevations are not approved. Permits for signage require separate permits. 2. The monument sign design must be approved by the Director prior to issuance of the sign permit. 3. The design of the directional signs also need to be approved by the Director. • • CITY OF TUKWILA PUBLIC WORKS DEPARTMENT REVIEW COMMENTS www.ci.tukwila.wa.us Development Guidelines and Design and Construction Standards DATE: July 14, 2011 PROJECT: Taco Time 150037 Tukwila International Blvd. First Review Comments PERMIT NO: D11-172 PLAN REVIEWER: Contact David McPherson at (206) 431 -2448, if you have any questions /comments regarding the following comments. David.McPherson(a7TukwilaWA.gov Provide a small Catch Basin within the proposed Trash enclosure area and connect it to the sanitary sewer system via a grease interceptor. Show and label on a Civil Plan sheet. Ryan Larson, P.E., Senior Surface Water Engineer (206) 431 -2456 provided the following comments. Ryan.Larson@TukwilaWA.gov 1. The Surface Water Design Manual Requirements /standards Adjustment Request must be denied since it does not meet either of the two required criteria for approval outlined in Section 1.4.2. of the 2009 King County Surface Water Design Manual. 2. We understand that site constraints limit the options for providing detention on this site but feel that additional detention must be provided. 3. Options discussed for providing this detention include the installation of a pump station or fill material to solve the grade issue with standard underground detention or the use of pervious pavement and rain gardens to reduce overall peak flows. 4. If the applicant choses to use the pervious pavement and rain garden option, we would be willing to accept less than the required detention volume provided they do everything that is practical to use L.I.D. techniques. Miscellaneous Comments 1. Work within the Public right -of -way requires (1) insurance (2) hold harmless agreement. 2. Owner shall sign with Notary a Storm Water Easement and Maintenance Agreement — prior to Building permit no. D11 -172 final by Public Works. Public Works will prepare document for execution. • Brandon Miles - Fwd: Re: Project Status Page 1 of 2 From: Brandon Miles To: hgkimura @comcast.net Date: 01/20/2011 2:42 PM Subject: Fwd: Re: Project Status • Hi Howard - Attached are some fire comments for your information when you submit for your building permit. Brandon Brandon J. Miles Senior Planner Department of Community Development City of Tukwila tel (206) 431 -3684 fax (206) 431 -3665 bmiles @ci.tukwila.wa.us »> Alan Metzler 01/11/2011 11:39 AM »> Brandon - I grabbed the Taco Time land use permit (L10 -077) and reviewed it per your request. Here are my comments. - Fire access looks good. - Fire hydrant location must be verified to be within 150', no farther than 300' from building via vehicular travel. - Adequate fire flow must be verified for type of proposed building construction type. - A fully automatic UL Central Station monitored fire alarm system will be required for this building. No further comments at this time. Al Metzler, CFPE,CBPE,CBI, CFI Fire Project Coordinator Tukwila Fire Department 444 Andover Park East Tukwila, WA 98188 (206) 575 -4407 Phone (206) 575 -4439 Fax ametzler @ci. tukwila. wa. us file: / /C:\Documents and Settings\Brandon - m\Local Settings \Temp\XPgrpwise \4D3849B8... 06/30/2011 • Page 2 of 2 Al Metzler, CFPE,CBPE,CBI, CFI Fire Project Coordinator Tukwila Fire Department 444 Andover Park East Tukwila, WA 98188 (206) 575 -4407 Phone (206) 575 -4439 Fax ametzler@ ci. tkwila. wa. us »> Brandon Miles 01/11/2011 9:20 AM »> Alan- I am under the gun. Are you reviewing these projects? We are overdue. Thanks, Brandon Brandon J. Miles Senior Planner Department of Community Development City of Tukwila tel (206) 431 -3684 fax (206) 431 -3665 bmiles @ci.tukwila.wa.us file: / /C:\Documents and Settings\Brandon - m\Local Settings \Temp\XPgrpwise \4D3849B8... 06/30/2011 lo • P GU PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D11 -172 DATE: 06 -13 -12 PROJECT NAME: TACO TIME SITE ADDRESS: 15037 TUKWILA INTERNATIONAL BL Original Plan Submittal Response to Incomplete Letter # X Response to Correction Letter # 2 Revision # 3 After Permit Issued DEPARTMENTS: Building Division ublic Afkis Fire Prevention Structural n lar 9 inin N Permit Coordinator ji (94'S1. DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete n DUE DATE: 06 -14 -12 Not Applicable n Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS ROUTING: Please Route iP Structural Review Required ❑ No further Review Required n REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 07 -12 -12 Approved Approved with Conditions n Not Approved (attach comments) n Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents/routing slip.doc 2 -28 -02 °PEW COLKICAPY • PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D11 -172 DATE: 02 -17 -12 PROJECT NAME: TACO TIME SITE ADDRESS: 15037 TUKWILA INTERNATIONAL BL Original Plan Submittal Response to Incomplete Letter # X Response to Correction Letter # 1 X Revision # 3 After Permit Issued DEPARTMENTS: Dullding sion Fire Prevention, anning Division tibc�yll it li •r' s Structural Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete i)K1 Incomplete DUE DATE: 02-21 -12 Not Applicable Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS ROUTING: Please Route Structural Review Required No further Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Approved with Conditions n DUE DATE: 03 -20-12 .1X/ Not Approved (attach comments) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: - ' ' Departments issued corrections: Bldg ❑ Fire ❑ Ping PW ❑ Staff Initials: Documents /routing slip.doc 2 -28 -02 PEMTcO-1.cOPV PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: 011 -172 DATE: 02 -03 -12 PROJECT NAME: TACO TIME SITE ADDRESS: 15037 TUKWILA INTERNATIONAL BL Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # X Revision # 4 After Permit Issued DEPARTMENTS: Building Division Public Works Fire Prevention Structural ZA1 Planning Division Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: Incomplete DUE DATE: 02 -14 -12 Not Applicable Permit Center Use Only INCOMPLETE LETTER MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: LETTER OF COMPLETENESS MAILED: TUES /THURS ROUTING: Please Route Structural Review Required No further Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved J Approved with Conditions Notation: REVIEWER'S INITIALS: DATE: DUE DATE: 03-13-12 Not Approved (attach comments) ❑ Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents /routing slip.doc 2 -28-02 • PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D11 -172 DATE: 02 -02 -12 PROJECT NAME: TACO TIME SITE ADDRESS: 15037 TUKWILA INTERNATIONAL BL Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # X Revision # 3 After Permit Issued DEPARTMENTS: ��- B i ding ivis'loq� blic orKs 1-4L �hn N(Pc O - ll2 Fire reven Ion ❑ Panning Division Structural Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete 1-1 DUE DATE: 02 -07 -12 Not Applicable Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire El Ping ❑ PW ❑ Staff Initials: TUES /THURS ROUTING: Please Route Structural Review Required n No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 03-06-12 Approved Approved with Conditions Not Approved (attach comments) .N****-- Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: 2---- r7-1c� n Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ Staff Initials: Documents/routing slip.doc 2 -28 -02 ("PERMIT COORD COPS PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D11 -172 DATE: 01/13/12_ PROJECT NAME: TACO TIME SITE ADDRESS: 15037 TUKWILA INTERNATIONAL BL Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # X Revision # 2 after Permit Issued DEPARTMENTS: Xing � oi. tl' Division Puvbfic Works Fire Prevention Structural Planning Division Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete iJ Incomplete DUE DATE: 01/17/12 Not Applicable Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS ROUTING: Please Route IX I REVIEWER'S INITIALS: Structural Review Required No further Review Required DATE: APPROVALS OR CORRECTIONS: DUE DATE: 02/14/12 Approved Approved with Conditions Not Approved (attach comments) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents /routing slip.doc 2 -28 -02 • PLAN REVIEW /ROUTING SLIP 4 ACTIVITY NUMBER: D11 -172 DATE: 09 -28 -11 PROJECT NAME: TACO TIME SITE ADDRESS: 15037 TUKWILA INTERNATIONAL BL Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # X Revision # 1 After Permit Issued DEPARTM NTS: uilding i ision Public Works Fire Prevention Structural Planning Division Permit Coordinator n 1 DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete n DUE DATE: 09-27 -11 Not Applicable n Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUESITHURS ROUTING: Please Route tWI Structural Review Required REVIEWER'S INITIALS: DATE: No further Review Required APPROVALS OR CORRECTIONS: Approved q, Approved with Conditions Notation: REVIEWER'S INITIALS: DATE: n DUE DATE: 10 -25-11 Not Approved (attach comments) Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents /routing slip.doc 2 -28 -02 HERMIT COORD COPO PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D11 -172 DATE: 09/07/11 PROJECT NAME: TACO TIME SITE ADDRESS: 15037 TUKWILA INTERNATIONAL BL Original Plan Submittal Response to Incomplete Letter # X Response to Correction Letter # 2 Revision # after Permit Issued DEPART ENTS: 161- r Building i isio f �Ll, • lit Vbc Wor s - 1.1 Fire Prevention Structural Planning DivisnIt Permit Coordinator n DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete y"`""' Comments: Incomplete DUE DATE: 09/08/11 Not Applicable Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: Please Route T, REVIEWER'S INITIALS: Structural Review Required No further Review Required DATE: APPROVALS OR CORRECTIONS: Approved Notation: REVIEWER'S INITIALS: Approved with Conditions DUE DATE: 10/06/11 Not Approved (attach comments) DATE: . Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents /routing slip.doc 2 -28 -02 °PE S'� �: f � Y• PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D11 -172 DATE: 08 -03 -11 PROJECT NAME: TACO TIME SITE ADDRESS: 15037 TUKWILA INTERNATIONAL BL Original Plan Submittal X Response to Correction Letter # 1 Response to Incomplete Letter # Revision # After Permit Issued DEPARTMENT: deKk 8-,,, -� building Qlvislon, { (' r;wS Public orks Ar /AK, 8-0,11 Fire Prevention Structural tI `$ Uni 6`` ,i -w i t Planning Division ❑ Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 08-04-11 Complete Incomplete ❑ Not Applicable ❑ Comments: Permit.Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: Please Route Structural Review Required No further Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 09 -01 -11 Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: OA, Departments issued corrections: Bldg Fire ❑ Ping X PW Staff Initials: Documents /routing slip.doc 2 -28 -02 PE T PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D11 -172 DATE: 06 -16 -11 PROJECT NAME: TACO TIME SITE ADDRESS: 15037 TUKWILA INTERNATIONAL BL X Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # Revision # After Permit Issued �DEPARTMENTS: Buildingbivisio Public Works tl ola,w el Fire Prevention Structural bit& hoid Planning Division Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 06-21-11 Complete / v Incomplete ❑ Not Applicable n Comments: Tom' Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS ROUTING: Please Route Structural Review Required No further Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 07 -19 -11 Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) IN, Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg k Fire Ping PWk Staff Initials: Documents /routing slip_doc 2 -28 -02 PROJECT NAME: 1r v T Z PERMIT NO:' Y X11 � SITE ADDRESS: `Sp 7 T�A "AiNe 2\ ORIGINAL ISSUE DATE: (1,J-b.- REVISION LOG REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS STAFF INITIALS t' `6 IIMUIPBER Summary of Revision: A- 4 Co 11111/11a11 - 14— (i)Nr.. 12--w41. T1 +0 Received by: Summary of Revision: v 49 ku c oto- , • w ‘' i-ir. rte r feL'f' occup_awi le.coir. `� 441,-\ Received by: (,I., - ' -1- k REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS STAFF INITIALS b I .19D, ' i2 t' `6 W C. Summary of Revision: A- 4 Co mitt _ii (,, bmiti PkAt �1 �A1,� 2' hAu�, @ Gtr (i)Nr.. 12--w41. T1 +0 Received by: 9•4teti,K i Received b) (L,,'. 5 --i—o -, 1-;, (please print) REVISION NO. DATE RECEIVED STAFF INIZLS ISSUED DATE STAFF INITIALS 9 -3' [ - 06//02 Summary of Revision: y01,.. Ault/A/y.6 47 ` 4CA10, Summary of Revision: & fon, dtralbar R S,{ &444.„-, a .p.3 Received by: Received by: 7,s �� �� (please print) REVISION NO. DATE RECEIVED STAFF INITI LS ISSUED DATE STAFF INITIALS 9 -3' [ - 06//02 Summary of Revision: y01,.. Ault/A/y.6 47 ` 4CA10, Summary of Revision: Received by:Z (please pr'iT t) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) Cityt Tukwila REVISION SUBMITTAL Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Web site: http: / /www.TukwilaWA.gov Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 1-0— 101 — I Plan Check/Permit Number: b 6 I - 17 2 ❑ Response to Incomplete Letter # Response to Correction Letter # Revision # 3 after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: Tc o t era -I2./ Project Address: I S 3 7 "1-4.1,4,-, ,n-+- er✓ft4-, B vulit Contact Person: CGov`s ischAlt 4,1 Phone Number: -O I33 Summary of Revision: 14- ` r c S (J 1 � Gi�'A W , n S r% c eArt," JUN 12 ?r:" PERMIT c;t,w Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: Entered in Permits Plus on tg H:Wpplications\Forms- Applications On Line \2010 Applications \7 -2010 - Revision Submittal.doc Revised: May 2011 City* Tukwila • REVISION SUBMITTAL Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Web site: http : //www.ci.tukwila.wa.us Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. -b Date: �= l Plan Check/Permit Number: 1 1- ( 7 2 ❑ Response to Incomplete Letter # Response to Correction Letter # 1 Revision # 3 after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: T(0 T1 +•,r.a. Project Address: (157) :% TLJ (4‘ h l}A1 1 1 Contact Person: C hv�� S ry.�ty� C bhp t[c Phone Number: )-0 d (v- -SS 3 b Summary of Revision: FEB 17 2012 PERMIT C NTER Sheet Number(s): "Cloud" or hlghlht all areas of revision including date of revisio Received at the City of Tukwila Permit Center by: Entered in Permits Plus on x upN oa lineN2010 Apyupsere17 -2010 - Revision sebmiesl.doe Canted: 8-13-2004 Revise& 7 -2010 City of Tukwila REVISION SUBMITTAL Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Web site: http: //www.ci.tukwila.wa.us Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: a.(-31i), Plan Check/Permit Number: G). ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # Revision # _ after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: IJ 11— n Project Address: TA L9 Contact Person: or,,, Phone Number: Summary of Revision: (4451C- AO( GIickt y s b I Chd Sce tt i1 alc i t ✓ itokiit) VIh c'htili U l RECEIVED FEB 03 2012 CENTER Sheet Number(s): "Cloud" or highlight all areas of revision including d revis' Received at the City of Tukwila Permit Center by: r_ ,�/ l rr Entered in Permits Plus on )-- 1a., x wpplic swains- Applications On Line12010 Applicatiou\7 -2010 - Revision subminaidoc Qtated: 8-13 -2006 Revised: 7 -2010 a City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Web site: http: / /www.TukwilaWA.gov REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 02/02/2012 Plan Check/Permit Number: D11 -172 Response to Incomplete Letter # Response to Correction Letter # ✓ Revision # 3 after Permit is Issued ✓ Revision requested by a City Building Inspector or Plans Examiner Project Name: Tukwila Taco Time Project Address: 15037 Tukwila International Blvd. Contact Person: Chris Tonkin Summary of Revision: Phone Number: (206) 255 -3633 Modification of the storm drainage plan in order to alleviate flooding on the neighboring property. Sheet Number(s): 1 "Cloud" or highlight all areas of revision including date of revisi n Received at the City of Tukwila Permit Center by: [�- Entered in Permits Plus on H:\Applications \Forms - Applications On Line \2010 Applications \7 -2010 - Revision Submittal.doc Revised: May 2011 RECEIVED FEB 0 2 2012 PERMIT CENTER City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Web site: http: //www.ci.tukwila.wa.us REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail; fax, etc. Date: / —'/ - -/ 2 Plan Check/Permit Number: / / / 7 2_, Response to Incomplete Letter # Response to Correction Letter # Revision # after Permit is Issued Revision requested by a City Building Inspector or Plans Examiner Project Name: Project Address: / SD 3 -7 '%-L}ca-/ 7 7�1-24 /74) )-,e-L9 9 Contact Person: - zi„�r� ,� �i,,, �-, Phone Number: 41-1-- Summary of Revision: ^ f*► ^c u JAN 13 2012 PERM17 CErrEA 6 !h 41.4.1.00- ->�-� 773 .-/-2) 64e-le ems- 4ri S" Sheet Number(s): L / A1 "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: 14 Entered in Permits Plus on H:\AppliationsWom s-Applicutions On Line \2010 Applications N7-2010 - Revision Submittsll.doe Craned: 8-13-2004 Revised: 7 -2010 • City of Tukwila REVISION SUBMITTAL Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Web site: hllp w.'1`ukwilaWA.gov Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: q--24--0 Plan Check/Permit Number: / /- /72- Response to Incomplete Letter # Response to Correction Letter # Revision # / after Permit is Issued Revision requested by a City Building Inspector or Plans Examiner Project Name: f , r( / »s ,€ 979-1/iZ. /T Project Address: / 60 3 7 71/k -wt - .� -/Ar- tjV-09gy 0A,4-C.- B&L4: Contact Person: -/ k v fr 1-41'9 Phone Number: g2f--7- %/iG --.vr:, Summary of Revision: oc AA �-e 6-04 � �— U , ku-e7 /1-7 AT Se Slc� Grre�, S .9/•/. 00000 Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: - ❑ Entered in Permits Plus o HAApplicationsTottw- Applications On Line \2010 Applications \7 -2010 - Revision Submittal.doc Revised: May 2011 • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite # 100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us 1 REVISION SUBMITTAL 1 Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax etc Date: 9' 7 - / / Plan Check/Permit Number: ail- 172- ❑ Response to Incomplete Letter # • Response to Correction Letter # ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Crr oxviu SEP 072011 PERMIT CENTER Project Name: [ UkCwl L/9— 'f17.47 Project Address: JSo 3 7 /A4EN Brno V4t- 6144v Contact Person: #1441rte D PfrsitiA.4- Phone Number: 41.21= 1G — COO& Summary of Revision: g 14,1 Go th e cf)- %.f lain -r,, i g- novedinii leever pJPVaft-Jhce, J vcA46 1,111-11,(610-( vtav7 -pis# ...9, fit' r Sfr i ,d1-04.4( Sheet Number(s): ,/, Ll � 3. I l - 440171 j2/ l — P03 "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: 1 / >AP Entered in Permits Plus on lftYl applications' forms- npplications on line revision submittal Created: 8 -13 -2004 Revised: 1 -2009 • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206-431 -3665 Web site: http: //www.ci.tukwila.wa.us Revision submittals must be submitted In person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 6114'11 Plan Check/Permit Number: D11-172 ❑ Response to Incomplete Letter # ®. Response to Correction Letter # 1 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: Taco Time Project Address: 15037 Tukwila International Bl Contact Person: -'f away( i4/11Vrs4 Phone Number: 42-3-7:- 2i /— Summary of Revision: Lt C O v€✓ -r- S frksirsiett- / ZGi r-espo wf-( 11 e r h 1 v 64 *W si 1(ou'J. • env OP TUKWILA `AUG :0 3 201 Sheet Number(s): PERMIT CENTER "Cloud" or highlight all areas of revision including date o revis:o Received at the City of Tukwila Permit Center by: IN-- Entered in Permits Plus on 8 - t' \appiications\fonns- applications on line\revision submittal Created: 8-13-2004 Revised: Indemnification and Hold Harmless and Permit Temporary in Nature Reference Number(s) of Related Document(s): D11 -172 Grantor: Le c +C, T n c.. ., a Washington State corporation Grantee: CITY 50, OF TUKWILA, a municipal corporation of King County, Washington Work Location: Within Tukwila International Blvd. adjacent to 15037 Tukwila International Blvd. Abbreviated Work Description: Work within the City Right -of -Way; including portion of driveway. NOW, THEREFORE, the parties agree as follows: The Permittee shall indemnify, defend and hold harmless the City, its officers, agents and employees, from and against any and all claims, losses or liability, including attorney's fees, arising from injury or death to persons or damage to property occasioned by any act, omission or failure of the Permittee, its officers, agents and employees, in using the City's right -of -way under this permit. This indemnification and hold harmless shall not apply to any damage resulting from the sole negligence of the City, its agents and employees. To the extent any of the damages referenced by this paragraph were caused by or resulted from the concurrent negligence of the City, its agents or employees, this obligation to indemnify, defend and hold harmless is valid and enforceable only to the extent of the negligence of the Permittee, its officers, agents, and employees. Further, the right -of -way permit herein is wholly of a temporary nature and it vests no permanent right to use whatsoever to the Permittee. 1 IN WITNESS WHEREOF, said individual(s) have caused this instrument to be executed this ),1? day of 4ep• ,,,5i r . , 2011 STATE OF WASHINGTON) )ss. County of King ) Authorized Signature / Property Owner I certify that I know or have satisfactory evidence that \lv�wt3 i-. is the person who appeared before me, and said person acknowledged that he /she signed this instrument, on oath stated that he /she was authorized to execute the instrument and acknowledged it as the G. A)14,0v -c2 u9 S SY`+-'\ of Le34+o, T.+ t, ., a Washington State corporation, to be the free and voluntary act of such party for the uses and purposes mentioned in this instrument. Dated q ' a - -fit A c1 c„7S C� Notary Public in and for the State of Washington residing at a'_-55S My appointment expires (4 — - L3 DATED this day of OC,tcJ GRANTEE: CITY of TUKWIL By: Print Name: Bob Giberson Its: Public Works Director STATE OF WASHINGTON) )SS. COUNTY OF KING ) , 2011 On this day, before me personally appeared BOB GIBERSON to me known to be the PUBLIC WORKS DIRECTOR for the City of Tukwila, and executed this instrument on behalf of the City of Tukwila in his capacity as PUBLIC WORKS DIRECTOR and acknowledged that he is authorized to do so at his free and voluntary act and deed, for the uses and purposes therein mentioned. IN WITNESS WHEREOF, I have hereunto set my hand and official seal the day and year first above written. • Name: .,(t1 Ll.ty (� NOTARY PUBLIC, in and for the State of Washington, residing at u. .ta 11 <t My commission expires: 0,5-X -i L/ Cat King Department of Development and Environmental Services 900 Oakesdale Avenue Southwest Renton, WA 98057 -5212 206- 296 -6600 TTY 206 - 296 -7217 IRECEMED JUN 2 4 2011 PUBLIC WORKS FILE COPY Web Date: 09/222008 SURFACE WATER DESIGN MANUAL REQUIREMENTS / STANDARDS ADJUSTMENT'" REQUEST For altemate formats, call 206 - 296 -6600. Project Name: Tukwila Taco Time DDES Project File No: NA DDES Engineer/Planner Name: Brandon Miles Project Address: 15037 Tukwila International Blvd Design Engineer Geoff Tamble Phone: 425 - 216 -4051 Applicant/Agent": Taco Time NW Phone: 425 - 226-6656 Si ..- : '• Engineer. te: V21420// Signatu Applicant/ Y' ' !< <"' Date `J2 /,201 G" .i - " :ri Firrn Name: e Blueline Group Address: 3300 Maple Valley Highway City, State, ZIP: Renton, WA 98058 Address: 25 Central Way, Suite 400 City, State, ZIP: Kirkland, WA 98033 INSTRUCTIONS TO APPLICANT /DESIGN ENGINEER: Please be sure to include all materials (Level One Downstream Analysis, Certification of Applicant Status form, sketches, photos, and maps) that may assist in complete review and consideration of this adjustment request. Failure to provide all pertinent information may result in delayed processing or denial of request Please submit two complete copies of this rectuest, application form. and applicable fee to the Department of Development and Environmental Services, 900 Oakesdale Ave. SW, Renton, WA 98057 -5212. For more information, contact Curt Foster at 206 -296 -7106. "Applicant/Agent is the individual financially responsible for all fees REFERTOCHAPTE RI! SECTION 1..4O.FTTHE SURFACE WATERrc /MITMA RA D' r'Ids'` DESCRIPTION OF ADJUSTMENT REQUEST: ❑ Standard ® Complex ❑ Experimental ❑ Blanket ❑ Pre - application Eliminate onsite detention requirement due to physical site constraints and excessive construction costs associated with trying to install a detention system to meet the current stormwater code. APPLICABLE VERSION KCSWDM: ❑ 1990 (11/95)' ❑ 1998 (9/98) EI 2008 '(Note: the tern °variance° replaced by °adjustment") APPLICABLE SECTION(S) OF STANDARDS: 1.2.3 Core Requirement #3: Flow Control JUSTIFICATION PER KCSWDM SECTION 1.4.2: CA See attachments listed below. AUTHORIZATION SIGNATURES: DETERMINATION: ❑ Approval ❑ Conditional Approval (see below) ❑ Denial ❑ DNRP/WLRD Approval Signed: ODES Staff Recommendation Signed: Date: Date: (Experimental & Blanket only) Conditions of Approval: ❑ See attached memo dated: DDES DIRECTOR / DESIGNEE: ODES, LUSO, Engineering Review Supervisor: Signed: Date: DDES, BSD, Site Engineering & Planning Supervisor Signed: Date: Check out the DDES Web site at www.kingcounty.gov /permits SurtWaterDesManRegStdsAdjRegFORM .doc le- info-surwa- adJ.pdf 09/22/2008 Page 1 of 1 JC t TUKWILA TACO TIME DRAINAGE ADJUSTMENT ATTACHMENT JUSTIFICATION PER KSCWDM SECTION 1.4.2 This project is proposing an exemption from detention due to site constraints and construction costs associated with installing a detention and water quality system per the 2009 KCSWDM. The site currently slopes from the northwest to the southeast. Runoff from the site generally sheet flows to the southeast corner of the site. There are two catch basins that collect water along the south property line and south east property corner of the site. This storm system is very shallow although it does adequately convey stormwater from the site to the east through various public and private storm drainage systems prior to discharging to Gilliam Creek (please see Level 1 Downstream Analysis prepared under separate cover by The Blueline Group dated December 15, 2010). In order to meet the detention and water quality system requirements, the site must be filled above its current grade at least 5 -6 feet over most of the project and install a detention system that is roughly 25% of the property area (underground system). This type of infrastructure improvement is cost prohibitive considering the scope of the proposed improvements and the size of the lot. In its current condition, the site is roughly 100% impervious (parking lot) with no detention and /or water quality treatment for stormwater runoff. Currently the KCTRS Peak flows from the site for the 100 -year storm are 0.28 CFS (attached). In its developed condition, the site will be approximately 80% impervious with the remaining 20% landscaping. The proposed KCRTS Peak flows from the site in the developed condition will be approximately 0.25 CFS (attached). Per the 2009 KCSWDM, this site is not exempt from detention; however, as we can see from above, the developed site will actually reduce peak flows and volumes leaving the site. This project is still proposing to install a water quality system to satisfy the basic water quality menu of the 2009 KCSWDM. A stormfilter vault with a pre - settling chamber will be used to satisfy this requirement. Currently there are no known conveyance problems located downstream from our site. This proposed drainage system will produce a better result that is in the public interest. The proposed drainage system will comply with the 2009 King County Surface Water Design Manual as adopted by the City of Tukwila to meet the objectives of safety, function, appearance, environmental protection, and maintainability. Tukwila Taco Time Existing Condition KCRTS Hourly Peak Flows Flow Frequency Analysis Time Series File:current.tsf Project Location:Sea -Tac - -- Annual Peak Flow Rates - -- Flow Frequency Analysis Flow Rate Rank Time of Peak - - Peaks - - Rank Return Prob (CFS) (CFS) Period 0.145 7 2/09/01 2:00 0.284 1 100.00 0.990 0.128 8 1/05/02 16:00 0.218 2 25.00 0.960 0.178 3 12/08/02 18:00 0.178 3 10.00 0.900 0.150 6 8/26/04 2:00 0.178 4 5.00 0.800 0.178 4 10/28/04 16:00 0.156 5 3.00 0.667 0.156 5 1/18/06 16:00 0.150 6 2.00 0.500 0.218 2 10/26/06 0:00 0.145 7 1.30 0.231 0.284 1 1/09/08 6:00 0.128 8 1.10 0.091 Computed Peaks 0.262 50.00 0.980 ' Tukwila Taco Time Developed Condition KCRTS Hourly Peak Flows Flow Frequency Analysis Time Series File:dev.tsf Project Location:Sea -Tac - -- Annual Peak Flow Rates-- - Flow Rate Rank Time of Peak (CFS) 0.127 6 2/09/01 2:00 0.108 8 1/05/02 16:00 0.152 3 12/08/02 18:00 0.122 7 8/26/04 2:00 0.146 4 10/28/04 16:00 0.135 5 1/18/06 16:00 0.177 2 10/26/06 0:00 0.252 1 1/09/08 6:00 Computed Peaks Flow Frequency Analysis - - Peaks - - Rank Return Prob (CFS) Period 0.252 1 100.00 0.990 0.177 2 25.00 0.960 0.152 3 10.00 0.900 0.146 4 5.00 0.800 0.135 5 3.00 0.667 0.127 6 2.00 0.500 0.122 7 1.30 0.231 0.108 8 1.10 0.091 0.227 50.00 0.980 kg King County Department of Natural Resources and Parks Wastewater Treatment Division Non - Residential Sewer Use Certification • To be completed for all new sewer connections, reconnections or change of use of existing connections. • This form does not apply to repairs or replacements of existing sewer connections within five years of disconnect. Please Print or Type /S0 37 T-1/K4 /4 /144,4thmovt Property Street Address -7 1(14 i , u�-- Subdivision Name �^ Subdiv. # Building Name Lot # Block # (if applicable) Owner's Phone Number (with Area Code) Property Contact Phone Number (with Area Code) Owner's Mailing Address For King County Use Only Account # No. of RCEs Monthly Rate Property Tax ID # 004 /D0 - a 41 Party to be Billed (if different from owner) r .vyvre eNvne, -- 3 op ktep 14 City or Sewer District V leri 141.e_ Date of Connection tT(J g _/ Pf- 3-o 1) Side Sewer Permit # Please report any demolitions of pre - existing building on this property. Credit for a demolition may be giv n under some circumstances. Demolition of pre- existing building? Yes ❑ No Was building on Sanitary Sewer? es ❑ No Was Sewer connected before 2/1/90? [.X7es ❑ No Sewer disconnect date: t.14/1/ 34,n`, 244/ Type of building demolished? 7)'114 Request to apply demolition credit to multiple buildings? ❑ Yes to A. Fixture Units Fixture Units x Number of Fixtures = Total Fixture Units Kind of Fixture Fixture Units No. of Fixtures Total Fixture Units Public Private Public Private Bathtub and Shower 4 4 Shower, per head 2 2 Dishwasher 2 2 / Drinking fountain (each head) 1 .5 Hose bibb (interior) 2.5 2.5 Clotheswasher or laundry tub 4 2 Sink, bar or lavatory 2 1 2 / Sink, Clinic flushing 8 8 Sink, kitchen 3 2 ; . 4. Sink, other (service) 3 1.5 2— (( Sink, wash fountain, circle spray 4 3 Urinal, flush valve, 1 GPF 5 2 / >C Urinal, flush valve, >1 GPF 6 2 Urinal, waterless 0 0 Water closet, tank or valve, 1.6 GPF 6 3 3 /5 Water closet, tank or valve, >1.6 GPF 8 4 Total Fixture Units Residential Customer Equivalent (RCE) 20 fixture units equal 1.0 RCE Total No. of Fixture Units _ 20 �4 RCE B. Other Wastewater Flow (in addition to Fixture Units identified in Section A) Type of Facility /Process: Estimated Wastewater Discharge: Gallons /days Residential Customer Equivalents (RCE): 187 gallons per day equals 1.0 RCE Total Discharge (gal /day) __ 187 C. Total Residential Customer Equivalents: (add A & B) A B 03' 0 2. o.r RCE RCE Pursuant to King County Code 28.84, all sewer customers who establish a new service which uses metropolitan sewage facilities shall be subject to a capacity charge. The amount of the charge is established annually by the King County Council at a rate per month per residential customer or residential customer equivalent for a period of fifteen years. The purpose of the charge is to recover costs of providing sewage treatment capacity for new sewer customers. All future billings can be prepaid at a discounted amount. All future billings can be prepaid at a discounted amount. Questions regarding the capacity charge or this form should be referred to King County's Wastewater Treatment Division at 206 - 684 -1740. I certify that the information given is correct. I understand that the capacity charge levied will be based on this information and any deviation will require resubmission of correctecj d..ta for determination of a revised capacity charge. Date hI/ 4.72-0 y Signature of Owner /Representative Print Name of Owner /Representative 1058 (Rev. 9/07) 14,41/-77' G X:.-fra ▪ ✓s• •-'l White - Kina County Yellow - Local Sewer Aoencv Pink - Sewer Customer 1r 14816 Military Road South P.O. Box 69550 Tukwila, WA 98168 Phone: (206) 242.3236 Fax: (206) 242-1527 CERTIFICATE OF SEWER AVAILABILITY /NON- AVAILABILITY Residential: $50 O Certificate of Sewer Availability Commercial: $100 OR Certificate of Sewer Non - Availability Part A': (To' Be. Completed,by Applicant) Purpose of Certificate: CI Other CI Building Permit ❑ Preliminary Plat or PUD ❑ Short Subdivision ❑ Rezone Proposed Use: X66- soo ❑ Residential Single Family ❑ Residential Multi - Family ® Commercial Other Design Review Tukwila Howard G. Kimura, AIA Applicants Name: Property dTukwilaAInternatti International Blvd Phone: Tax Lot Number' ' 004100 -0493 Legal Description(Attach Map and Legal Description if necessary): See Attached site plan and Legal 6 size sewer 1. a. Sewer Service will be provided by side sewer connection only to an existing feet from the site and the sewer system has the capacity to serve the proposed use. OR ❑ b. Sewer service will require an improvement to the sewer system of: ❑ (1) feet of sewer trunk or lateral to reach the site; and /or ��iC�O tl ❑ (2) the construction of a collection system on the site; and /or 011 ❑ (3) other (describe): TUKWI 2. (Must be completed if 1.b above is checked) ❑ a. The sewer system Improvement is in conformance with a County approved sewer comprehensive plan, OR ❑ b. The sewer system improvement will require a sewer comprehensive plan amendment. 3. 51 a. The proposed project is within the corporate limits of the District, or has been granted Boundary Review Board approval for extension of service outside the District, OR D b. Annexation or BRB approval will be • necessary to provide service. ® �iECE a V v PERMIT: $ 4. Service is subject to the following: a. District Connection Charges due prior to connection: GFC: $ SFC: $ UNIT: $ (Subject to Change on January 1st) A King County /METRO Capacity Charge will be billed directly by King County after connection to the sewer system. • b. Easements: ❑ Required ❑ May be Required SS c. Other: C tiu7f 4io( off ftly. �C v-W1 S c '/ 'tyre/ , JUN 16 2011 TOTAL: $ -- PPRMIT CENTER I hereby certify that the above sewer agency information is true. This certification shall be valid for one year from e date of signature. By Title 1 �� 41/1 C.4 Date • ‘NtossmAigsmostrostsimi—._-_-- • ATTACHMENT TO VAL VUE SEWER DISTRICT CERTIFICATE OF SEWER AVAILABILITY/NON- AVAILABILIT) The following terms and conditions apply Ito the attached Val Vue Sewer Disl Certificate of Sewer Availability/Non- Availability ("Certificate"). 1. This Certificate is valid only for the rttaisp on 2perty referenced herein ("Prope to tthe King County Departr�ten the District's service area, for the sole purpose of sub and Environmental Services, King County Department of Public Health, City of$eattle, Cit) of Burien and /or City of SeaTac. This Certificate is between the District t and the app plicantci person or party shall have any rights hereunder whet her by agency, g y otherwise. 2. This Certificate creates no contractual l ute and may not ble between the aDtherDistrc its successors and assigns, and does not cons 1 to the District for sucl• sewer service will be available at the time the applicant may apply 3. As of the date of the District's Wg s stems that exist or that may be extender service is available to the Property through se systems District makes no other representations, rmipr s o implied, nd authoruzations from Kip applicant will be able to obtain the necessary p approvals Seattle, City of Tukwila, City of Burien, City of SeaTac or any other governmental applicant can utilize the sewer service which is the subject of this Certificate. 4. If the District or the applicant must extend the District's sewer system service to the Property, the District or applicant may be required to obtain from the appropi agency the necessary permits, approvals and authorizations. In addition, the governm ing establish requirements that must be sarunposs condition of the provisiton of sewer servic authorizations, which may make impractical o 5. Application for and possible provision of sewer service to the Property shE conditioned upon availability of sewer service to the Property at the time of such applicati with federal, state, local and District laws, ordinances, policies, and /or regulations in effec application. 1 acknowledge that 1 have received the Certificate of Sewer Availability/Non- Availability c and fully understand the terms and conditions herein. /L�/,��/ Date RECEBVEP JUN 16 2011 PERMIT CENTEF, 4 410 City of Tukwila Department of Community Development 6300 Southcenter Bo g uleev $ Suite 0100 Tukwila, Washington Phone: 206-431.3670 Web site: Part A: oibeicom. fete .'b Site address (attach map Ind lepi description showing hydrant location and site amain): Or PERMIT NO.: :Ov3nerinfordtation Name: Address: Phone: (PA dons 0 �tAr to j +i,ti" Address: of: 0 Short Subdivision This certificate is for the purposes 8 Preliminary Plat "' Other ��'�'"' Residential Building Permit Rezone r" Commercial /industrial Building Permit o� f /f�'tt FAO CNtE� Vehicular Estimated number of service connections hydrant and water meter sto s : t It Vehicular distance from nearest hydrant to the closest point of structure .. �•. Arta Is served by (Water Utility District): Date Owne :Pitt Bt.`..ziPbeicoiti Its ie * ter ufljl �dls trl�i; ,; 1. The proposed project Is within (City /County) 2. No improvements required. 3. The improvuocnts required to upgrade the wales system to bring it into compliance with the utilities' comp rehensive plan or to meet the minimum flow requirements of the project before connection and to meet the State cross connection control requirements: mom maid) met 20 psi (the d upon t h improvements roo 20 pal RECEIVED �® h fps u documented by the attoehed calculations. 4. Based upon the lmprovemenu listed aveloeit of con be and will be available at the site with a flow of gp residual for n duration of 2 hours at a 3. Water lability: Acceptable service can be provided to this project 0 Acceptable service cannot be provlded to thls project unless the improvements In Item 9•2 are met. 0 System is not capable of providing service to thls project. 1 hereby certify that the above information Is true and correct, 4- By Agency/not '4547 rtv.n ro.r>etw,•.wtaaltans W L�VtOA s bilUy.a. 8.16 -2 a.'rn l 1.2.40 • JUN 212011 PUBLIC WORKS Date E)ePi�eS C /'L ~/4-•//) RECEIVED JUN 16 2011 PERMIT CENTER Attachment to Certificate of Water Availability Y King Count Water District No. 125 The following terms and conditions apply to the attached Certificate of Availabi ( "Certificate ") 1. This Certificate of Water Availability is valid only for the real property referenced herein for the sole purpose of submission sion to h City of a Tukwila ( "City"). This Certificate is issued at the request the third is not assignable or transferable to any other party. Further, person or party shall have any rights reunder whether by agency c as a third party beneficiary or otherwise. e 2. The District makes no representations, expressed r implied, ap the and applicant will be able to obtain the necessary permits, authorization from the City or any other applicable land can ueil juris tdi tic or governmental agency the subject ofthis Certificate. utility service which the District has watE 3. As of the date of the issuance i ry cettosthe Certificate, al property which is the available to provide utility subject of this Certificate, and thellservice to such property,be ity systems exist or may extended by the applicant to prov ide However, the issuance of this Certificate creates contractual th relationship between the District and the app licant or the issuance of this Certificate may not be wat relied utility sery does e will be constitute the District's guarantee licant may apply to 1 available to the real property at the time the app District for such service. 4. Application for and the possible provision Dicatetshall be subject' real property which is the subject of this Cert and conditioned upon the availability of water service to the eat fot at the time of such application, as well as all application utility service, including conservation, water restrictions, and other policies and regulation then in effect. Applicant's Signature Date l2 /' D.,_ Date �.L� District Representative i �r Q &= ` RECEIVED JUN 16 2011 PERT CENTER Contractors or Tradespeople Per Friendly Page II Page 1 of 2 General /Specialty Contractor A business registered as a construction contractor with LEI to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. Business and Licensing Information Name WILCOX CONSTRUCTION INC UBI No. 319007592 Phone 4257744185 Status Active Address 234 5Th Ave South License No. WILCOC'194Q0 Suite /Apt. License Type Construction Contractor City Edmonds Effective Date 11/20/1981 State WA Expiration Date 12/10/2011 Zip 98020 Suspend Date County Snohomish Specialty 1 General Business Type Corporation Specialty 2 Unused Parent Company ther Associated Licenses License Name Type Specialty 1 Specialty 2 Effective Date Expiration Date Status WILCOAE376NOWILCOX, Al ELSWORTH DBA Construction Contractor General Unused 8/20/1963 12/1/1981 Archived Business Owner Information Name Role Effective Date Expiration Date LESSARD, MATTHEW J President 11/15/2010 Bond Amount HOLOBAUGH, TRENT L Secretary 11/15/2010 SV4713 CARTER, PAUL F Vice President 11/15/2010 WILCOX, ROBERT EUGENE President 11/20/1981 11/15/2010 LESSARD, MATTHEW J Secretary 11/21/2005 11/15/2010 LESSARD, JAMES MICHAEL Vice President 11/20/1981 11/21/2005 WILCOX, A E DTC0526D7304PHX10 01/01/1980 01/01/1980 WILCOX, LAURA 01/01/1980 01/01/1980 OLDS, HOWARD A Secretary 01/01/1980 01/01/1980 Bond Information Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date 7 TRAVELERS CAS ti STY CO OF AMER SV4713 12/01/2005 Until Cancelled $12,000.00 09/26 /2005 6 ST PAUL FIRE & MARINE INS CO SV4713 12/01/2002 12/01/2005 $12,000.0010/31 /2002 Assignment of Savings Information No records found for the previous 6 year period Insurance Information Insurance Company Name Policy Number Effective Date Expiration Date Cancel Date Impaired Date Amount Received Date 20 Charter Oak Fire Ins Co DTC0526D7304C0F11 06/01/2011 06/01/2012 $1,000,000.00 06/08/2011 19 Phoenix Insurance Company, The DTC0526D7304C0F11 06/01/2011 06/01/2012 $1,000,000.0005 /31/2011 18 THE PHOENIX INS CO DTC0526D7304PHX10 06/01/2010 06/01/2011 $1,000,000.0006 /01/2010 17 TRAVELERS PROPERTY CAS INS CO DTC0526D73041ND07 06/01/2005 06/01/2010 $1,000,000.0005 /22/2009 https://fortress.wa.gov/lni/bbip/Print.aspx 09/26/2011 �! J t PLANNING APPROVED • No Changes Can be mad the plans without approval from Planning Division of DCD 1tt NORTH FOUND REBAR & CAP "CRONES 29537" 0.2' NORTH AND 0.6' WEST OF PARCEL CORNER S88 °05'4: 55.70' JAN 242012 PARCEL A: THE NORTH 90 F E E T OF L O T 2 , B L O C K 4, FIRST AMNION TRACTS,, ACCORDING TO THE PLAT , , � r . x «� , �: N PLATS, PAGE in OF TY, GT01W SITUATE D THE COUNTY OF STATE CF WASHINGTON. PARCEL 9: LOTS 2 AND 3, BLOCK 4s FIRST ADDI 1ON TO ACCORDING 10 THE PLAT THEREOF PAGE 110, _RECORDS OF COUNTY, E%GEPT NORTH 90 FEET OF SAID LOT Gr SITUATE IN THE COUNTY cr STATE OF PARCEL THAT POR11ON PLATS, PAGE 1 OF PAt1NC I IN THE COUNTY cF STATE Cr WASHINGTON. LEGAL DESCRIPTION Assessor's Parcel Number 2521049028 Occupant Load DINING ROOM: LOBBY: KITCHEN: TOILET / HALL COOLER /SUPPLY /STORAGE: 722/15 = 221/5 = 844/200 360 233/300 S88 °10'03 "E 202.97 TOTAL: 2,380 SF 97 (49 male; 49 female occupants) CONCRETE BLOCK RETAINING WALL IS +/- 12" HT AT WEST END NOTE: A SIGN SHALL BE POSTED ABOVE THE PRIMARY ENTRY DOOR 1, INDICATING THE MAXIMUM OCCUPANT LOAD IN THE ASSEMBLY AREA IS 92 PEOPLE. SIGN SHALL BE AN APPROVED. LEGIBLE PERMANENT DESIGN MAINTAINED BY THE OWNER. INSPECTOR TO VERIFY DESIGN PRIOR INSTALLATION Minimum Plumbing Fixtures: MALE: WC 1 -75; 1 WC + 1 URINAL PROVIDED LAV 1:200; 1 LAV PROVIDED FEMALE: WC 1 -75; 2 WC PROVIDED LAV 1:200; 1 LAV PROVIDED *' .. ashy fl be mi of work without prio Tukwila Building a sion. [IOTE: Revisions wM require a new plan al and may include additional plan review fecs. Ai 155' -7" 114' -5!' 68' -7•" 4' HT C.L. FENCE '' T v 6' HT C. . F CE AD I 155' -8" NEW LANDSCAPE BLOCK WALL AT THE HEIGHTS SPECIFIED ABOVE BLOCK SPECIFICATIONS: ANCHOR BRIGHTON STONE RETAINING WALL, 16" X 8" CONCRETE BLOCKS. COLOR TO MATCH TRASH ENCLOSURE WITH SPLIT FACE DESIGN. HT C.L. F CONCRETE BLOCK RETAINING WALL IS +/- 24" HT AT EAST END NORTH APPROVED SITE PLAN Minimum Number & Width of Exit TABLE 1005.1; MINIMUM EXIT WIDTH: 97 X .20 = 19.4 " ACTUAL WIDTH PROPOSED: 72" (TWO 3' WIDE EXIT DOORS) TABLE 1019.1 - 2 EXITS MINIMUM PER 1 -500 OCCUPANTS SCALE: 1" = 20' -0" ►., Electrical Piumbtng ►• Gas Piping City of Tukwila BUILDING DIVISION 0' 5' 10' 20' SEPAPP! ' F' .7 40'-� ,3 DIVISION CODE INFORMATION: SITE NOTES: 6' BLACK CHAINUNK FENCE; HEIGHT PER NOTES 002 22' HT UGHT POST WITH 250W MEN HAUDE LAMPS I 6" HIGH CONCRETE CURBING EXISTING USE: ZONE: TYPE OF CONSTRUCTION: OCCUPANCY GROUP: TRUDY'S TAVERN REGIONAL COMMERCIAL (RC) VB PARKING REQUIRED: PARKING PROVIDED: BLDG # BUILDING 1,919 SF USABLE AREA / 100 =38 STALLS 28 STALLS OCCUPANCY FLOOR AREA TOTAL AREA: ALLOWABLE AREA: ACTUAL BLDG. AREA: OVERALL SITE AREA BLDG SETBACKS: FLOOR AREA RATIO: A -2 QUICK -SERVE RESTAURANT WITH DRIVE THRU WINDOW 6,000 SF (A -2, VB CONST.) 2,381 SF +/- 26,458 SF FRONT: 20'; 2ND FRONT: 10'; SIDE YARD: 2,381 SF / 26,458 SF = 9% 1ST FLOOR 2,381 SF TOTAL CONDITIONED AREA: OCCUPANT LOAD: 2,381 SF 2,381 SF DINING KITCHEN WAITING OFFICE /TOILET TOTAL BUILDING 983 SF/ 15 921 SF / 200 111 SF / 5 366 SF /100 OCCUPANT LOAD: 96 BIKE RACK, SEE 11/A1.2 OM) 4" CONCRETE WALK, SEE 1 & 10/A1.2 RAISED TEXTURED ASPHALT CONCRETE SURFACE, 12/A1.2 (g2) NEW CATCH BASIN, REFER TO GRADING/DRAINAGE PLAN € 24" X 24" TEXTURED CONCRETE PLAZA (1) STAINED CONC. TABLE W/ BUILT -IN BENCH; 2 HC SP. 024 ORNMENTAL STONE MODEL PT -1 -92, STAINED BEIGE; 31.5"h METAL CANOPY OVERHANG PRIMARY ENTRY I I ASPHALT CONCRETE PAVEMENT 250 GAL U.G. GREASE INTERCEPTOR, SEE PLUMBING DWGS INTERNALLY ILLUMINATED PREVIEW MENU BOARD SPEAKER BOX MENU BOARD PAINT LINES AT 24" OC, 028 4" STEEL BOLLARD WIN PAINT FINISH. SEE 8/A1.2 REMOVE EXIST. CURBING PAINTED DIRECTIONAL ARROWS EXIST. TRUDY'S BAR TO BE DEMOLISHED DRIVE THRU "ENTRY" SIGN "DO NOT ENTER" SIGN 6' HT CONC. BLOCK TRASH ENCLOSURE WITH CMU WALLS AND STEEL DOORS, PAINTED TO MATCH BUILDING, A1.3 STEEL HEIGHT DETECTOR BAR 6" CONCRETE SLAB AT TRASH ENCLOSURE 4" WIDE PAINT UNE EXIST. APPROACH TO REMAIN DEMARKS NUMBER OF STACKING IN DRIVE THRU LANE EXIST. CONCRETE CURBING TO REMAIN OFFSITE EXIST. CONCRETE CURBING TO REMAIN OFFSITE EXIST. APPROACH TO REMAIN DEMARKS NUMBER OF STACKING IN DRIVE THRU LANE EXIST. CONCRETE CURBING TO REMAIN OFFSITE EXIST. CONCRETE CURBING TO REMAIN OFFSITE EXIST. WATER METER TO BE RELOCATED PROPOSED TACO TIME BUILDING 4' HT BLACK CHAINUNK FENCE NEW FRONTAGE IMPROVEMENTS, REFER TO CIVIL DRAWINGS COORDIN.WITH POLE OWNER AND RELOCATE GUY WARE SUPPORT ONLY AFTER OWNER OF POLE HAS ENGINEERED THE CHANGE. 5'X5' HC SYMBOL, SEE 9/A1.2 HANDICAP SIGN, SEE 2/A1.2 IDENTIFICATION SIGN UG VAULT & FILTER, SEE CIVIL DWGS HC RAMP 7/A1 -2 FIRE SPRINKLER ROOM, EXIST. CATCH BASIN TRUNCATED DOME TILES, 6X6, FLUSH WITH CONC.; YELLOW DAL TILE OR EQUAL, INSTALL 6 -8" FROM VEHICULAR WAYS. 30 "fX601 ACC SIIE.E SPACE ON EACH SIDE OF TABLE 31.5 HT TO TOP, 28" TO BOT OF TABLE TOP (3) ROUND CONC. TABLE ORNAMENTAL STONE MODEL TBS -40 STAINED BEIGE TO MATCH BUILDING A 1 -13 -2012 ADD RETAINING WALL TO SOUTH PROPERTY LINE A 9 -28 -2011 ADD OCCUPANT LOAD NOTATION 9 -13 -2011 PRINT SET 9 -7 -2011 8 -2 -2011 RESPONSE TO AGENCY COMMENTSJ2 RESPONSE TO AGENCY 6 -16 -2011 SUBMIT PERMIT COMMENTS #1 REVISIONS Taco Time Restaurant 15037 Tukwila International Blvd. Tukwila, WA REGISTERED ARCHITECT DATE: 6 -3 -2011 HOWARD G. KIMURA STALE OF w43 W10" H.G. Kimura Architect, PLLC JOB NO.10 -2042 E -MAIL: hgkimura @comcast.net Tel 425.766.5000 Fax 425.271.2383 18012 W. Lake Desire DR. SE Renton, WA 98058 quant. rk 1 >le 19 7 6 52 1� 5 1 37 1 5 1 31 1 I E.9 1 e 34 1 30 1 ;t 47 1 25 1 -ass37 1 3 29 1 12 1 • of /spacing /remarks - in., B &B, specimen form in. B &B, 20' o.c., clear to ' ht., full -nin., B &B, 30' o.c., clear to q' ht., full -nin., B &B, space as shown, Mink to 6' ht., full min, 4' o.c., fu min, 4' min, 4' min, 4' min, 3' min, 4' n min, (1)nin, 2' min, 3' min, 3' n min, min, 4' o.c., fu o.c., fu o.c., fu o.c., fu o.c., fu 2' o.c., full o.c., full o.c., full o.c., full 2' o.c., full o.c., full min, 3' o.c., full 1,500 1 24" o.c. 4 18' 0.0. of Tukwila. sibilty to list and th designed 1. Place th stem shall isting, soil in 6 lifts dins. ne quantities. If the greater >talled with 100% ct water adjacent an automatic rain the demolished asphalt :ompacted to 85 %. Soil NCHOR BRIGHTON STONE ETAINING WALL, 16 "X8" LOCKS C TO USE COLOR 0 MATCH TRASH NCLOSURE DESI( STAKING PLAN TREE STAKES TIES TREE WIRE OR TIES TYPICAL ALL PLANTS • PLANTING PIT TWO TIMES SIZE OF ROOT BALL • PRUNE ALL DISEASED AND BROKEN BRANCHES • PLANTING SOIL MIX TO BE 2/3 TOPSOIL, 1 /3 ORGANIC MATTER • ESTABLISH 3' DIAMETER TREE AND SHRUB BASINS IN BEDS FOR ALL TREES 1/2" BLACK HOSE W/ 2 STRAND 12GA TWISTED WIRE OR CHAINLOCK TREE TIES 3- 2 "X2 "X8' -0" STAKES SECURELY DRIVEN INTO GROUND 2" MULCH IN BASINS & BEDS TREES TYPICA NOT TO SCALE I COMPACTED PLANTING SOIL MIX 9" TAMPED PLANTING SOIL MIX UNGLAZED PLANT PIT SURFACE SHRUBS D TA MONUM! T SIGN 1 • 20 CONCRETE BLOCK RETAINING WALL IS +/— 12" HT AT 1.44' -I CONCRETE BLOCK RETAINING,. 155' -7" EAST END /— 24" HL T ADD 155-8" NEW LANDSCAPE BLOCK WALL AT THE HEIGHTS SPECIFIED ABOVE H.G. Km um T ARCHITECT . 18012 W. Lake DesireDr. SE Renton, Washing 98058 (425) 766 -5000 Fa x(425) 271 -2383 JOB SHEET NO. OF CALCULATED BY DATE 1 �1 1 CKED BY DATE .7717-444F ........ ....1 .... ..._ ...... ..................4 ........... ......... i.............1. I i j I I i I t , , I I i r 1 { 1 I ( 1 1 i i l l II (; 1 I 1 1 { F iI Ii!.... I ! 1 ! 1 , ..1............. i ............. I 1 , i I 1 I I F I I i :. 1... . - . a._....._ I I I _ i i F i i 11 1 1 i i i ! i i I i... ._- ................_.............i 1.....i.... ........ i , I, i f I, ' I 1 ' i ; 1 ,......._ ........_f_......,.....i i............_...' ........ ..... , 1 1 i 7 VI i 1 ' 1 : . 1 I i 1 • i 1 I i 1 i I 1 ..,.1.. . ........._......_...1, ......... { ( i 1 i I .1. _.; .............. i I I ..__... i 1 I J. ........................... -- I 1 I 1 l i.........._.......I L.........11 1 .......: ... .. i........ .1......._.........__.........1 1 .1 j I I 1 ''1 1 ` • 1 atx+T'j:a r. Y YsppR i i I ......._.1 I .... . ' i I i I... ...! 1 SECTIONAT SWCORNER \ "" LANDSCAPE PLANTING PLAN SCALE: 1" = 20' -0" ALIGNED WITH SURVEY H.G G AR 18012 W.Lak Renton,Wsts (425) 766.50 JOB "SHEET NO. CA ULATED BY DATE / ' °C ED BY , DATE 1 I _... ,_.._._._ ._..._... _..__._L. . 1 1......._......... I ............ I 1...........1 ............. 1 1 ! i : 1 1 1 1 1 1 1 1 l I I 1 i 1 1 1 i I i J � 1�i !1 1 , i /: , t4+: I 4,-.0., ..e.1,41 . I.• 1 i I 1 I 1 `' I i 1 1 1 ' I I' l l 1 3 I i I I. I I 1.. 1F i ! i 1 ice....- �'i(..- _.„:.j. ,...,: __ ,....,..- 'u..T... ,....ft I I / 11 1 1 I i I I i I ,i i I ; / i ; i ,r 1 i i I 4 . ....1 ,,. .......... _ _... _. �,, ........ i • ....... _, i .... : ....... ......... ..... ;........ ...... r 1... 1- ! i I 1 I i 1... ...t i. ! .a— ; 11 254—i i I I i 1 1 1 1 j ! 1 i i i I... 1 I. I I . i .... I I t i i {. 1 I i i 1 , I t i i i I I t I 1 1 1 I l l l i l i, l,, t I[i{ I I , ..... 1 1 i 1 1 1 i 1 • 1 i 1 1 1 • • I I. i_• i I 1 1 s i i I I ` I 1 1 1 . I 1 � `1 xi I I I i tr 1— 1 I W . 1 ' i i SECTION AT SE CORNER GENERAL CONTRACTOR SHALL UTILIZE THE ORIGINAL SOIL SPEC. SHOWN ON TYPICAL PLANTING DETAIL APPROVED JA N 24 2 4 ,.Q1? City of Tukwila PUBLIC Works REVIEWED FOR CODE COMPLIANCE APPROVED JAN 24 2012 City of Tukwila BUILDING DIVISION Li 1 -13 -2012 ADD RETAINING TAI E NING WALL TO SOUTH PROPERTY LINE A 9 -7 --2011 REVISE EAST BUILDING PLANTER 0 DATE REVISIONS Taco Time Restaurant 15037 Tukwila International Blvd Tukwila, WA H.G. Kimura Architect, PLLC E -MAIL: hgkimura @comcast.net Tel 425.766.5000 Fax 425.271.2383 18012 W. Lake Desire DR. SE Renton, WA 98058 DATE: 6-16-2011 JOB N0.10 -2042 L1.2 i i \I88 °0541” W ss 238.90' L SS i 0 • i II � III 1I I) 3 ;II 0 II II II II II 1 PARCEL A: THE NORTH 90 FEET OF LOT 2, BLOCK 4, FIRST ADDITION TO ADAM'S TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOID 12 OF PLATS, PAGE O. RECORDS OF COUNTY, WASHINGTON. SITUATE N THE COUNTY OF ° r STATE OF WASHINGTON. PARCEL Bs LOTS 2 AND 3, OLOCK 4, FIRST ADDI110N TO ADAM'S HOME ACCORDING TO TEE PLAT 11ULOF RECORDED N VOLUME 121OF TS, PAZ 50, RECORDS OF KING COUNTY, WASHINGTON. E10CEPT THE NORTH MO FEET OF SAID LOT AND EXCEPT THE SOUTH 140 FEET 152ND CF SAD LOT 3; E AND EXCEPT T PORTION CONVE= 10 HOMY BY DEED RECORDED UNDER AT RIGHT ANGLES TO SOUTH THE STATE TON FOR SITUATE N THE COUNTY OF STATE OF WASHINGTON. PARCEL PORTION OF LOT 29, BLOCK 46 `'HN$T ADDITION TO ADAM'S TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED N VOUJIE PLATS, PAGE 50, IEIOORDS OF COUNTY, WAIIUNOTON, L'VING OF PACIFIC NOWAY SCUM SITUATE N THE COUNTY OF STATE OF WASHINGTON. LEGAL DESCRIPTION NORTH Assessor's Parcel Number 2521049028 Occupant Load DINING ROOM: LOBBY: KITCHEN: TOILET / HALL COOLER /SUPPLY /STORAGE: TOTAL: 722/15 = 221/5 = 844/200 360 233/300 2,380 SF (4 • r. 48 44 4 0 1 97 ale NOTE: A SIGN SHALL. BE POSTED ABOVE THE PRIMARY ENTRY OCCUPANT LOAD IN THE ASSEMBLY AREA IS 92 PEOPLE LEGIBLE PERMANENT DESIGN MAINTAINED BY THE OWNER INSTALLATION ccupants) BOOR 1, I RICA NC HE MAXIMUM . SIGN SHALL BE AN APPROVED. . INSPECTOR TO VERIFY DESIGN PRI m P, b -, I i cures: MALE: WC 1 -75; 1 WC + 1 URINAL PROVIDED LAV 1:200; 1 LAV PROVIDED FEMALE: WC 1 -75; 2 WC PROVIDED LAV 1:200; 1 LAV PROVIDED Minimum Number & Width of Exit TABLE 1005.1; MINIMUM EXIT WIDTH: 97 X .20 = 19.4 " ACTUAL WIDTH PROPOSED: 72" (TWO 3' WIDE EXIT DOORS) TABLE 1019.1 - 2 EXITS MINIMUM PER 1 -500 OCCUPANTS • R i SS i SS FOUND REBAR & CAP "CRONES 29537" 0.2' NORTH AND 0.6' WEST OF PARCEL CORNER ■SS FILE COPY Permit too.. 1 1' V72b PI'?- review epproval is to errors and oml sIons. �,; �:vovai of construction documents does not aa�o 9 tri:.�!�cn Of any ads Rrt: i code or ordinance. Recapt5Q' . o. L roves Field �r ie � IS al�Cnowiedg�d. II S88 °05'4 X5.70' ••99 — City Of lbkwila BUILDING DIVISION 0 0 0 5 0 SEPARATE PERMIT REQUIRED FOR: Irtleotriced lumbirg as Piping City of Tukwila tBUHLDtNG DIVISI a N i X'= i X"= IONS No changes sshhalll . e made to the scope of prior approval of Tukwila : uitding Division. F4OTE: Revisions require a new plan submit!�.I an;! may inc;ud= additional plan review fee3. i €4j i i i cf) 0 'SI frf c.) *-Y At.fi "Ts' Ay 44. EDSITE PLAN SCALE: 1" = 20' -0" NORTH 0' 5' 10' 20' 40' REVISION n0, I D L SITE NOTES: CODE INFORMATION: EXISTING USE: ZONE: TYPE OF CONSTRUCTION: OCCUPANCY GROUP: ALLOWABLE AREA: ACTUAL BLDG. AREA: OVERALL SITE AREA BLDG SETBACKS: FLOOR AREA RATIO: TRUDY'S TAVERN REGIONAL COMMERCIAL (RC) VB A- 2 QUICK -SERVE RESTAURANT WITH DRIVE THRU WINDOW 6,000 SF (A-2, VB CONST.) 2,381 SF +/- 26,458 SF FRONT: 20'; 2ND FRONT: 10'; SIDE YARD: 2,381 SF / 26,458 SF = 9% 10' PARKING REQUIRED: PARKING PROVIDED: BLDG # BUILDING 1,919 SF USABLE AREA / 100 =38 STALLS 28 STALLS OCCUPANCY FLOOR AREA TOTAL AREA: 1 1ST FLOOR A2 2,381 SF TOTAL CONDITIONED AREA: 2,381 SF 2,381 SF 004 006 007 010 (01,2) 015 6' BLACK CHAINUNK FENCE; HEIGHT PER NO S 22' HT LIGHT POST WITH 50L+►�MFT HALT E LAMPS 6" HIGH CONCRETE CURBING L11�� BIKE RACK, SEE 11 /A1.2 4" CONCRETE WALK, SEE 1 & 10/A1.2 RAISED TEXTURED ASPHALT CONCRETE SURFACE, 12/A1.2 NEW CATCH BASIN, REFER TO GRADING/DRAINAGE PLAN 24" X 24" TEXTURED CONCRETE PLAZA (1 RNMENTALD S CONC. TABLE TONE MODEL W/ BUILT—IN—BB 1 CH TAINED BEIGE; 31.E "h •025 METAL CANOPY OVERHANG ' PRIMARY ENTRY ASPHALT CONCRETE PAVEMENT 250 GAL U.G. GREASE INTERCEPTOR, SEE PLUMBING DWGS 028 INTERNALLY ILLUMINATED PREVIEW MENU BOARD 05) SPEAKER BOX 05-2-9) MENU BOARD 018 020 024 026 4" STEEL BOLLARD WITH PAINT FINISH. SEE 8/A1.2 O29 REMOVE EXIST. CURBING PAINTED DIRECTIONAL ARROWS EXIST. TRUDY'S BAR TO BE DEMOLISHED DRIVE THRU "ENTRY" SIGN "DO NOT ENTER" SIGN 6' HT CONC. BLOCK TRASH ENCLOSURE WITH CMU WALLS AND STEEL DOORS, PAINTED TO MATCH BUILDING, A1.3 STEEL HEIGHT DETECTOR BAR 6" CONCRETE SLAB AT TRASH ENCLOSURE 4" WIDE PAINT LINE EXIST. APPROACH TO REMAIN DEMARKS NUMBER OF STACKING IN DRIVE THRU LANE EXIST. CONCRETE CURBING TO REMAIN OFFSITE EXIST. CONCRETE CURBING TO REMAIN OFFSITE EXIST. APPROACH TO REMAIN DEMARKS NUMBER OF STACKING IN DRIVE THRU L/ E (035) EXIST. CONCRETE CURBING TO REMAIN OFFSITE EXIST. CONCRETE CURBING TO REMAIN OFFSITE EXIST. WATER METER TO BE RELOCATED PROPOSED TACO TIME BUILDING 4' HT BLACK CHAINUNK FENCE NEW FRONTAGE IMPROVEMENTS, REFER TO CIVIL DRAIMNGS COORDIN.WITH POLE OWNER AND RELOCATE GUY WIRE SUPPORT ONLY AFTER OWNER OF POLE HAS ENGINEERED THE CHANGE. 5'X5' HC SYMBOL, SEE 9/A1.2 HANDICAP SIGN, SEE 2/A1.2 IDENTIFICATION SIGN UG VAULT & FILTER, SEE CIVIL DWGS HC RAMP 7/A1 -2 FIRE SPRINKLER ROOM, T. CATCH BASIN CATED DOME 11LES, 6X6, FLUSH WITH CONC.; YELLOW 11LE OR EQUAL, INSTALL 6 -8" FROM VEHICULAR WAYS. 60" ACCESSIBLE SPACE ON EACH SIDE OF TABLE 31.5 HT TO TOP, 28" TO HOT OF TABLE TOP 3�OUND CONC. TABLE ORNAMENTAL STONE MODEL TBS -40 NED BEIGE TO MATCH BUILDING 5103 REVIEWED FOR CODE COMPLIANCE APPROVED SEP 292011 City of Tukwila rUILDING DIVISION RECEIVED SEP 28 2011 PERMIT CENTER A 9 -28 -2011 ADD OCCUPANT LOAD NOTATION A 9 -13 -2011 PRINT SET RESPONSE TO AGENCY COMMENTS #2 RESPONSE TO AGENCY COMMENTS #1 SUBMIT PERMIT REVISIONS Taco Time Restaurant 15037 Tukwila International Blvd. Tukwila, WA H.G. Kimura Architect, PLLC JOB NO.10 -2042 E -MAIL: hgkimura @comcast.net Tel 425.766.5000 Fax 425.271.2383 _ 18012 W. Lake Desire DR. SE Renton, WA 98058 A1.1 New Taco Time Restaurant 15037 Tukwila International Blvd. Tukwila, WA 98188 PILE COPY Permit No. r avlew approval Is subject to errors and ones' ' k t val of construction documents does not i uthc 1.i, 1!atIon of any adopted code or ordinate. Re: N a� gprovea hieid Cop r ed,, . BY Data. 2-// City Clty Of Tukwila BUILDING DMSrtON Project Description Design -Build Systems Sheet Index THE SITE HAS AN EXISTING TAVERN THAT WILL BE DEMOLISHED ONCE THE BUILDING PERMIT IS APPROVED AND THE SITE IS READY TO START CONSTRUCTION. THE EXISTING SITE CONTAINS THREE PARCELS AND THERE IS A LOT LINE ADJUSTMENT BEING REVIEWED CONCURRENT TO THIS DESIGN REVIEW SUBMITTAL THE NORTH LOT LINE OF THE PROPOSED TACO TIME SITE IS THE LINE THAT IS BEING ADJUSTED. THE SITE WILL HAVE VEHICULAR AND PEDESTRIAN ACCESS FROM BOTH TUKWILA INTERNATIONAL BLVD (T.I.B.:) AND MIUTARY ROAD. WE WILL BE USING AN EXISTING APPROACH ON T.I.B. AND THE DRIVEWAY OFF OF MILITARY WILL BE MORE CONTROLLED SINCE MAJORITY OF FRONTAGE IS CURRENTLY OPEN AT MANY POINTS. THE PROPOSED SITE PLAN REDUCES THE VEHICULAR ENTRY TO ONE CONTROLLED ACCESS POINT. THE TACO TIME BUILDING WILL BE 2,381 SF AND WILL CONTAIN 63 SEATS. ENTRY DOORS WILL BE AVAILABLE OFF OF T.I.B. AND ALONG THE NORTH SIDE. SECONDARY EXIT DOOR IS LOCATED OFF OF THE WEST SIDE. ACCOMMODATIONS FOR PEDESTRIAN ACCESS ARE EVIDENT WITH THE 8' WIDE SIDEWALKS ALONG THE WEST, NORTH AND EAST SIDES OF THE BUILDING. AREAS IN WHICH THERE WILL BE PROPOSED PEDESTRIAN CROSSINGS IN VEHICULAR ACCESS WAYS WILL CONTAIN RAISED WALKS TO SLOW TRAFFIC DOWN AS PEDESTRIANS CROSS. Additional Permits Req'd SIGNAGE PERMIT AWNING PERMIT ELECTRICAL PERMIT IRE SPRINKLER Fire Sprinklers Fire Alarm ALL OF THE ABOVE SYSTEMS SHALL BE "DESIGN BUILD" PROVIDED AND COORDINATED BY THE GENERAL CONTRACTOR AND SHALL INCLUDE ALL NECESSARY DEFERRED PERMITS IF REQUIRED BY THE CITY. THE G.C. SHALL RESEARCH THE REQUIREMENTS FOR EACH OF THE SYSTEMS AND PROVIDE A FULLY OPERATIONAL PROPOSAL CAPABLE OF SATISFYING ALL APPLICABLE CODES, ORDINANCES AND INSPECTIONS. Design Team: Architect: HG KIMURA ARCHITECT PLLC PO BOX 59415 RENTON, WA 98058 OFFICE: 425 - 271 -1875 FAX: 425 - 271 -2383 Civil Engineer BLUELINE GROUP, INC. 25 CENTRAL WAY KIRKLAND, WA 98033 OFFICE: 425 -216 -4051 Surveyor AXIS SURVEY & MAPPING 13005 NE 126TH PL KIRKLAND, WA 98034 OFFICE:. 425-823-5700 Structural Engineer: VOELKER ENGINEERING, INC. 1911 116TH AVE NE BELLEVUE, WA 98004 OFFICE: 425 - 451 -4946 Landscape Architect HERMINA ERLICH DESIGNS 73 NORTH 73RD STREET SEATTLE, WA 98103 OFFICE: 206 -789 -6855 Interior Designer DEBRA WARD INTERIORS 2007 NORTHWOOD AVE NE TACOMA, WA 98499 OFFICE: 253-997-1224 Kitchen Equipment Geotech. Engineer BARGREEN ELLINGSON NONE 3627 1ST AVENUE SEATTLE, WA 98134 OFFICE: 206 -682 -1472 Mech., Elec., Plumbing Engineers ABOSSEIN ENGINEERING, INC. 2100 112TH AVE NE, SUITE 201 BELLEVUE, WA 98006 OFFICE: 425 - 462 -98441 Architectural A0.1 COVER SHEET, SHEET INDEX, PROJECT DESCRIPTION A0.2 SITE SURVEY; BOUNDARY SURVEY A0.3 SITE SURVEY; LEGAL DESCRIPTIONS Civil Engineer 1 CV -01 COVER SHEET 2 TP -01 TESC /DEMOLITION PLAN 3 GP -01 GRADING PLAN 4 SP -01 SITE PLAN 5 UP -01 UTILITY PLAN 6 UP -02 UTILITY PROFILES 7 UD -01 UTILITY DETAILS 8 XE -01 SITE CROSS SECTIONS 9 FI -01 MILITARY RD FRONTAGE IMPROVEMENT PLAN & PROFILE Landscaping L1.1 PLANTING PLAN Architectural A1.1 OVERALL SITE PLAN A1.2 SITE DETAILS A1.3 TRASH ENCLOSURE DETAILS A2.1 FLOOR PLAN; ROOM FINISH, WINDOW & DOOR SCHEDULES; A2.2 DIMENSION PLAN A3.1 NORTH & EAST EXTERIOR ELEVATIONS A3.2 SOUTH & WEST ELEVATIONS . A4.1 REFLECTED CEILING PLAN; DETAILS A4.2 ROOF PLAN; DETAILS A4.3 HOOD SECTIONS; INTERIOR TOILET ELEVATIONS; DETAILS A5.1 BUILDING SECTIONS A5.2 BUILDING SECTIONS A6.1 WALL SECTIONS A6.2 WALL SECTIONS & DETAILS Structural S1 FOUNDATION PLAN, DETAILS & GENERAL NOTES S2 ROOF FRAMING PLAN & DETAILS Mechanical M1 GENERAL NOTES, SCHEDULES AND LEGEND M2 FLOOR PLAN HVAC M3 SPECIFICATIONS — HVAC Electrical E1.0 GENERAL NOTES, LEGEND & PLAN INDEX E2.0 ELECTRICAL POWER/ COMMUNICATIONS E3.0 ELECTRICAL LIGHTING PLAN E4.0 ELECTRICAL ROOF PLAN E5.0 RISER DIAGRAM & PANEL SCHEDULES E6.0 ELECTRICAL SPECIFICATIONS GENERAL NOTES SEPARATE PERMIT REQUIRED FOR: Orrotethanlad Iectrlcai Q'Tlumbing ;leas Pipkg City of Tukwila BUILDING DIVISION Plumbing P1 LEGEND, SCHEDULES & NOTES P2 FLOOR PLAN WASTE & VENT & PARTIAL SITE PLAN P3 FLOOR PLAN — PLUMBING & DETAILS Kitchen Equipment K -1 FOOD SERVICE EQUIPMENT PLAN K -2 EQUIPMENT SCHEDULE K -3 ELECTRICAL ROUGH —IN PLAN K -4 PLUMBING ROUGH —IN PLAN K -5 WALL BACKING PLAN Interior Design ID1 FLOOR PLAN; BOOTH DESIGN ID2 INTERIOR ELEVATIONS 103 INTERIOR DETAILS 104 MILLWORK DETAILS No char =SION3 gesshallb ame detOtheshe of work without prior approval of Tukwila Building Division. hOTL?: Revisions will require a new plan submittal and may include additional plan review fees. REVIEWED FOR CODE COMPLIANCE APPROVED SEP 2 0 2011 ut- City of Tukwila BUILDING DIVISION 5103 REGISTERED ARCHITECT CORRECTION bUi2 RECEIVED AUG 0 3 2011 PERMIT CENTER ® 8 -2 -2011 REVISE PER AGENCY COMMENTS © 6 -16 -2011 SUBMIT PERMIT REVISIONS Taco Time Restaurant 15037 Tukwila International Blvd. Tukwila, WA DATE: 6 -3 -2011 6 -16 -2011 M.G. Kimura Architect, PLLC HOWARD G. KIMURA STALE OF WASHING JOB N O.10 -204 E -MAIL: hgkimura @comcast.net Tel 425.766.5000 Fax 425.271.2383 18012 W. Lake Desire DR. SE Renton, WA 98058 i Axis GRAPHIC SCALE 50 25 0 50 100 1 " =50' DATUM/BASIS OF BEARINGS BASIS OF BEARINGS NO0'56'46 "E ALONG THE WEST LINE OF THE NW QUARTER OF SECTION 22, TWP. 23N. RGE. 4E., W.M. HORIZONTAL DATUM: NAD 83/91 VERTICAL DATUM: NAVD 88 ORIGINATING BENCHMARK: WASHINGTON COUNCIL OF COUNTY SURVEYORS SURVEY CONTROL DATABASE POINT ID NO. 815. A PUNCH MARK IN 1/2" BRASS PIN IN 4" SQUARE CONCRETE MONUMENT IN CASE DOWN 0.65' AT THE INTERSECTION OF SOUTH 144TH STREET AND 46TH AVENUE SOUTH ELEVATION: 287.90' LEGEND O=1 ® FOUND MONUMENT IN CASE FOUND SECTION CORNER FOUND QUARTER CORNER 21 16 T 15 21 • z. w m 0 0 v) CO w 0'. CO 1O N 0 0 z 22 FND TACK IN LEAD IN 3 "X3" CONC MON, DN. 0.75' IN CASE (8/2009) FND ' +' IN BRASS DISC IN CONCRETE MONUMENT IN CASE DOWN 0.8' (8/2009) 758.92' BOUNDARY & TOPOGRAPHIC SURVEY FOUND 'X' MARK IN 2" BRASS DISC ON 3" SQ. CONCRETE MONUMENT IN CASE, DOWN 0.8' (HELD FOR POINT OF TANGENCY OF CENTERLINE) 10/27/2010 30' S 144TH STREET (DIVISION) S87'35'15 "E 30' 30.19' • S 152ND ST (5TH ST) N� 30' 1 2652.05' 1 N88'05'41 "W 238.90' NORTH LINE LOT 2 PARCEL 'A' 90' 1 -(0 F1 N NNZS NpMPp. 5 P9 M \2, PARCEL 'B' 30' ,,,FEE. Ri S8810'03 "E 202.97' 3 W p 140' 193.48' 588.10'03 "E 1 so, 588'05'42 "E 55.70' PARCEL 'C' 29 4 So. so' 2644.37' so. 28 NOTE: THE MONUMENTS DEFINING THE LOCATION OF TUKWILA INTERNATIONAL BLVD HAVE BEEN PAVED OVER OR DESTROYED. THE LOCATION OF PACIFIC HIGHWAY SOUTH WAS CALCULATED USING THE RECORD OF SURVEY UNDER RECORDING NUMBER 2005072590010. (R1) ndl FND PUNCH IN 1/2" BRASS PIN IN 4 "X4" CONCRETE MONUMENT IN CASE, DOWN 0.65' (8/2009) CALCULATED POSITION PER R1 REVIEWED FOR CODE COMPLIANCE APPROVED SEP 2 0 2011 City of Tukwila BUILDING DIVISION 22 LEGAL DESCRIPTIONS PARCEL A: THE NORTH 90 FEET OF LOT 2, BLOCK 4, FIRST ADDITION TO ADAM'S HOME TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 12 OF PLATS, PAGE 50, RECORDS OF KING COUNTY, WASHINGTON, SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON. PARCEL B: LOTS 2 AND 3, BLOCK 4, FIRST ADDITION TO ADAM'S HOME TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 12 OF PLATS, PAGE 50, RECORDS OF KING COUNTY, WASHINGTON. EXCEPT THE NORTH 90 FEET OF SAID LOT 2; AND EXCEPT THE SOUTH 140 FEET (MEASURED 'AT RIGHT ANGLES TO SOUTH 152ND STREET) OF SAID LOT 3; AND EXCEPT THAT PORTION CONVEYED TO THE STATE OF WASHING ON FOR HIGHWAY BY DEED RECORDED UNDER RECORDING NO. 2014223. SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON. PARCEL C: 15 THAT PORTION OF LOT 29, BLOCK 4, FIRST ADDITION TO ADAM'S HOME TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 12 OF PLATS, PAGE 50, RECORDS OF KING COUNTY, WASHINGTON, LYING WESTERLY OF PACIFIC HIGHWAY SOUTH. t.' o in in Co .' N C/) w 0 5 0 lo 0 0 z 2 4 RECEIVED JUN 16 2011 PERMIT CENTER REV# #1 #2 #3 #4 #5 #6 #7 DESCRIPTION OF REVISION DATE BY rf /122.7417 ".' -\\ \tv \t\ - \\r tt BOUNDARY & TOPOGRAPHIC SURVEY OF TUKWILA SITE BLUELINE 25 CENTRAL WAY, SUITE 400 KIRKLAND, WA 98033 SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON. SURVEY NOTES EASEMENTS AND LEGAL DESCRIPTION ARE BASED ON THE PLAT CERTIFICATE BY OLD REPUBLIC TITLE AND ESCROW, ORDER NO, 5226005174, DATED SEPTEMBER 2, 2010, AT 8:00 A.M. UTILITY LOCATIONS SHOWN HEREON ARE BASED UPON FIELD LOCATION OF THE SURFACE EVIDENCE OF EXISTING STRUCTURES. UNDERGROUND UTILITY LOCATION SERVICES WERE NOT PROVIDED FOR THIS TOPOGRAPHIC SURVEY AND THE UNDERGROUND ROUTING OF REPORTED BURIED UTILITIES HAS NOT BEEN VERIFIED OR CONFIRMED WITH THE UTILITY PURVEYOR. ADDITIONAL UTILITY LOCATIONS AND UNDERGROUND UTILITY LOCATION PAINT MAPPING WILL BE REQUIRED PRIOR TO ANY CONSTRUCTION. THE CONTRACTOR SHALL VERIFY THE EXACT LOCATION, ELEVATION AND SIZE OF EXISTING UTILITIES PRIOR TO CONSTRUCTION. PRIMARY CONTROL POINTS AND ACCESSIBLE MONUMENT POSITIONS WERE FIELD MEASURED UTILIZING GLOBAL POSITIONING SYSTEM (GPS) SURVEY TECHNIQUES USING LEICA SYSTEM 1200 EQUIPMENT. MONUMENT POSITIONS THAT WERE NOT DIRECTLY OBSERVED USING GPS SURVEY TECHNIQUES WERE TIED INTO THE CONTROL POINTS UTILIZING LEICA ELECTRONIC 1103 TOTAL STATIONS FOR THE MEASUREMENT OF BOTH ANGLES AND DISTANCES. THIS SURVEY MEETS OR EXCEEDS THE STANDARDS SET BY WAC 332 - 130 -090. EVIDENCE OF OCCUPATION OF LAND (FOR EXAMPLE: FENCES, STRUCTURES, PAVING, GRAVELED SURFACES, ETC.) MAY NOT COINCIDE WITH THE DEEDED BOUNDARY LINES AS SHOWN ON THIS DRAWING. THERE ARE AREAS ON THIS SURVEY APPEARING TO HAVE DISCREPANCIES BETWEEN THE DEEDED BOUNDARY LINES AND CERTAIN EVIDENCE OF OCCUPATION. WHERE DISCREPANCIES EXIST AXIS RECOMMENDS THAT THE OWNER OR POTENTIAL PURCHASER CONSULT WITH LEGAL COUNSEL TO DETERMINE HOW BEST TO INTERPRET THEIR PROPERTY RIGHTS AND ADDRESS ANY POTENTIAL BOUNDARY DISPUTES. THE INFORMATION DEPICTED ON THIS MAP REPRESENTS THE RESULTS OF A SURVEY MADE ON SEPTEMBER 28, 2010 AND CAN ONLY BE CONSIDERED AS INDICATING THE GENERAL CONDITIONS EXISTING AT THAT TIME. BUILDING LOCATION TIES ARE MEASURED AT RIGHT ANGLES (OR RADIAL) FROM THE PROPERTY LINE AT THE POSITIONS INDICATED. THIS SURVEY WAS PREPARED FOR THE EXCLUSIVE USE OF THE PARTIES NAMED HEREIN. RIGHTS TO RELY ON OR USE THIS SURVEY DO NOT EXTEND TO ANY UNNAMED PARTY WITHOUT EXPRESS RECERTIFICATION BY AXIS SURVEYING AND MAPPING AND THE PROFESSIONAL SURVEYOR WHOSE STAMP IS SHOWN ON THIS SURVEY. RIGHT -OF -WAY WIDTHS SHOWN ARE PER THE ASSESSOR'S MAP REFERENCES RECORD OF SURVEY BY CENTERPOINT UNDER RECORDING NUMBER 20050725900010, RECORDS OF KING COUNTY (R1) SURVEY 108 3/4 "F" AS SHOWN ON THE MILITARY ROAD GRADING AND GRAVELING PLAN BY THE KING COUNTY ENGINEER'S OFFICE DATED AUGUST 18, 1930 AND THE THE ENGINEERS FIELD NOTES FROM THE MILITARY ROAD ESTABLISHMENT PACKET AS AVAILABLE ON THE KING COUNTY ROAD SERVICES MAP VAULT (R2) THE KING COUNTY ENGINEERS OFFICE MAP FOR SECTION 22, TOWNSHIP 23N., RANGE 4E., W.M. ACQUIRED FROM THE WASHINGTON DEPARTMENT OF NATURAL RESOURCES PLSO SURVEY RESEARCH WEBSITE RECORD OF SURVEY BY CRONES & ASSOCIATES UNDER RECORDING NUMBER 20000211900001, RECORDS OF KING COUNTY RECORD OF SURVEY BY HORTON DENNIS & ASSOCIATES UNDER RECORDING NUMBER 8106239006, RECORDS OF KING COUNTY RECORD OF SURVEY BY LUND & ASSOCIATES UNDER RECORDING NUMBER 7806159019, RECORDS OF KING COUNTY CITY OF SEATAC LOT LINE ADJUSTMENT NO. SUB06 -00001 UNDER RECORDING NUMBER 20070201 -00009 RECORDS OF KING COUNTY, WASHINGTON FIRST ADDITION TO ADAM'S HOME TRACTS RECORDED IN VOLUME 12 OF PLATS, PAGE 50, RECORDS OF KING COUNTY, WASHINGTON KING COUNTY ASSESSOR'S MAP FOR THE NW 1/4 OF SECTION 22, TOWNSHIP 23N., RANGE 4E., W.M. SURVEYOR'S NOTE THE LOCATION OF MILITARY ROAD WAS DETERMINED BY HOLDING THE MONUMENT FOUND AT THE POINT OF TANGENCY AS SHOWN HEREON. THE GEOMETRY AS SHOWN ON THE MILITARY ROAD ESTABLISMENT DOCUMENTS WAS PROPORTIONED AND ROTATED TO THE CALCULATED (R1) POSITION OF THE SOUTHWEST CORNER OF SECTION 22. SW 1/ 4, NW 1/4, SEC.2 2, TWP.23N., RGE. 4E., W.M. CITY OF TUKWILA, KING COUNTY, WASHINGTON Survey & Mapping 13005 NE 126th PL KIRKLAND, WA 98034 TEL. 425.823 -5700 FAX 425.823 -6700 www.axIsmap.com JOB NO. 10080 DATE 10 /10 /10 DRAWN BY AWG CHECKED BY TJO SCALE 1 " =20' SHEET 1 OF 2 BOUNDARY & TOPOGRAPHIC SURVEY FOUND REBAR AND CAP "CRONES 29537" NORTH AND 1.2' WEST. OF. ,PROPERTY CORNER SDMH 7537 RIM = 336.08 IE 18" CMP N = 331,9' IE 18" CMP S = 332.3' (POSSIBLY ABANDONED) SSMH #7474 RIM = 338.41' IE 8" CONC E, N = 331.7' (CENTER CHANNEL) NE CORNER OF WALL IS ON PROPERTY LINE TH FAC .2' E OF yh� L1S0S.-I- PROF�FRTY LINE SHIED "CORNER 0.1' .NORTH »36 }PROPERTY LINE SHED CORNER 0.2' NORTH OF PROPERTY LINE / SHED SSMH 7468 RIM = 338.35 IE8 " CONC W 6" CQNC E, ;SE 332.4' (CENTER CHANNEL)i NE FENCE CORNER IS 0.3' S & 0.2' W OF PROPERTY CORNER BUILDING CORNER & NORTH FACE OF WALL ON PROPERTY LINE BUILDING CORNER 0.1' NORTH OF PROPERTY LINE GRAPHIC SCALE FOUND REBAR AND CAP "CRONES 29537" 0.3' NORTH AND 0.7' WEST OF PROPERTY CORNER 50 25 0 50 1 " =5O' DATUM /BASIS OF BEARINGS CB #7536 IM = . IE 4" DI W = 333.3' (WITH OIL /WATER TURNDOWN ELBOW) 1 -STORY CONCRETE STRUCTURE YARD DRAIN 2 -STORY WOOD STRUCTURE BASIS OF BEARINGS N00'56'46 "E ALONG THE WEST LINE OF THE NW QUARTER OF SECTION 22, TWP. 23N. RGE. 4E., W,M. HORIZONTAL DATUM: NAD 83/91 VERTICAL DATUM: NAVD 88 CB ; 7175 RIM = 335.14' IE 12" CONC N = 331.4' IE 12" CONC S = 331.4' IE 6" CONC NE = 332.2' SOUTH FACE OF BUILDING 0.3' NORTH OF PROPERTY LINE NO EASEMENT IN TITLE REPORT FOR UTILITIES ORIGINATING BENCHMARK: WASHINGTON COUNCIL OF COUNTY SURVEYORS SURVEY CONTROL DATABASE POINT ID NO. 815. A PUNCH MARK IN 1/2" BRASS PIN IN 4" SQUARE CONCRETE MONUMENT IN CASE DOWN 0.65' AT THE INTERSECTION OF SOUTH 144TH STREET AND 46TH AVENUE SOUTH ELEVATION: 287.90' wr • CORNER 'IBM SET MAG NAIL IN ASPHALT AT NE CORNER KEY BANK PARKING LOT, (SE CORNER OF SITE) 12' SW OF GREEN LIGHT STANDARD AND 7' SOUTH OF FACE OF EXTRUDED CURB INTERSECTION WITH BACK OF WALK ELEVATION: 333.14' TBM 'B': SET MAG NAIL AND WASHER "AXIS CONTROL" IN ASPHALT AT NE CORNER OF SITE ELEVATION: 337.62' SSMH ;7146 RIM = 337.76' IE 8" N, S = 328.7' (CENTER CHANNEL) 8" PVC E = 329.4' CB 7174 RIM = ' 334.97 IE 12" CONC N = 331.3' 1E; 12" CONC .S 331.3' SSMH #7168 " RIM 334.39 IE 8" E, W = 3.2' (ENTER CHAT . N30ELIZ1 =D • PLASTIC LINER) 1 -STORY WOOD STRUCTURE CB ;7366 RIM = 334.66' IE 8" PVC E = 333.1' LEGEND 1 • '335.44 • CONC N.• = 330.5' IE,`1 CQNC $ = 330.5' PHONE BOOTH TRUDY'S SIGN FOUND SECTION CORNER J FOUND QUARTER CORNER FOUND MONUMENT IN CASE 0 FOUND REBAR AND CAP AS NOTED SET BENCHMARK 0 SANITARY SEWER MANHOLE 0 SS SANITARY SEWER CLEAN OUT Qp STORM DRAIN MANHOLE ❑ CATCH BASIN o DRAIN ® WATER METER pQ WATER VALVE SV D4 SHUT OFF VALVE C FIRE HYDRANT tSFDC FIRE DEPARTMENT CONNECTOR P POWER VAULT SIGNAL VAULT LIGHT VAULT ¢-- STREET LIGHT *0---)g UTILITY POLE W/ LIGHT & TRANSFORMER e- GUY ANCHOR AREA LIGHT CW BW EXC PA ROH WWB WB YYB CONCRETE WALL BRICK WALL EXTRUDED CONCRETE CURB PLANTED AREA ROOF OVERHANG DOUBLE WHITE LANE STRIPE BUTTONS SINGLE WHITE LANE STRIPE BUTTONS DOUBLE YELLOW LANE STRIPE BUTTONS LINE CONTINUES WHEEL CHAIR RAMP ii r„„,„„, „7,„„„, CONCRETE PAVING ASPHALT PAVING BUILDINGS SPOT ELEVATION UNK1�0.'Y1■1 MANHOLES .' UNABLE TO.ACCESS• CB 7234 RIM = 335.33 IE 12" DI N = .332.1' IE 12" DI S = 332.0' IE 8" ADS W = 332.3' CB #7413 RIM IE;12" CQNC E. _= 325.7 SSMH ; 7145 RIM = 337.49' IE 8" N, S = 328.4' (CENTER CHANNEL) a PED PEDESTRIAN SIGNAL POST e POWER METER ❑• GAS METER I� GAS VALVE • BOLLARD SIGN ❑P OP-OT W G G P P T T FD X x x CLF X__ [] WDF WE$T END NORTH FACE OF G�LIR6 02' NORTH 0 PROPERTY LINE NORTH FAC NO EASEMENT IN TITLE REPORT FOR UTILITIES CB 7245 RIM = 332.72 IE 12" DI N = 329.7' IE 12" DI S = 329.7' IE 8" ADS W = 329.7' REVIEWED FOR C D APPROVED COMPLIANCE SEP 2 0 2011 SANITARY SEWER LINE STORM DRAIN LINE OVERHEAD POWER LINE OVERHEAD POWER AND TELECOMMUNICATIONS WATER LINE GAS LINE POWER LINE TELECOMMUNICATIONS LINE FIBER OPTICS LINE CHAIN LINK FENCE LINE WOOD FENCE LINE CB 7136 RIM = 331,96' IE 6" CONC N = 329,9' IE 8" CONC E = 329.7' CB #7128 RIM = 335.38' IE 12" CONC N = 330.0' IE 12" CONC 5 = 329.9' 332.60 RECEIVED JUN 16 2011 PERMIT CENTER SW 1/4, NW 1/4, SEC.2 2, TWP.2 3N.,. RGE. 4E., W.M. CITY OF TUKWILA, KING COUNTY, WASHINGTON REV# #1 #2 #3 #4 #5 #6 #7 DESCRIPTION OF REVISION rP?: 777"77/7 /77 /f".� \`. \\.... -\\∎Ir �w GR v* of �A *`Sp i'i 1 ` 1* ' 57 4;0* ALLAN BOUNDARY & TOPOGRAPHIC SURVEY www.axlsmap.com JOB NO. 10080 DATE 10 /10 /10 25 CENTRAL WAY, SUITE 400 KIRKLAND, WA 98033 TUKWILA SITE Survey & Mapping 13005 NE 126th PL KIRKLAND, WA 98034 TEL. 425.823 -5700 FAX 425.823 -6700 DRAWN BY AWG SCALE 1 " =20' CHECKED BY TJO SHEET 2 OF 2 BOUNDARY & TOPOGRAPHIC SURVEY FOUND REBAR AND CAP "CRONES 29537" 1 ' -NORTH AND 1.2' WEST OF =:PROPERTY CORNER RIM = 338.41' IE 8" CONC E, N = 331.7' (CENTER CHANNEL) SHED CORNER 0.2' NORTH CF.: :PROPERTY LINE RIM = 336.08' IE 18" CMP N = 331.9' IE 18" CMP S = 332.3' (POSSIBLY ABANDONED) NE FENCE CORNER IS 0.3' S & 0.2' W OF PROPERTY CORNER BUILDING CORNER & NORTH FACE OF WALL ON PROPERTY LINE BUILDING CORNER 0.1' NORTH OF PROPERTY LINE SA AMR FOUND REBAR AND CAP "CRONES 29537" 0.3' NORTH AND 0.7' WEST OF PROPERTY CORNER CB #7536 RIM = 335.17 IE4 "DI W = 333.3' (WITH OIL /WATER TURNDOWN ELBOW) BASIS OF BEARINGS N00'56'46 "E ALONG THE WEST LINE OF THE NW QUARTER OF SECTION 22, TWP. 23N. RGE. 4E., W.M. CB ;7175 RIM = 335.14' IE 12" CONC N = 331.4' IE 12" CONC S = 331.4' IE 6" CONC NE = 332.2' DI�IG'-CORN=E SOUTH FACE OF BUILDING 0.3' NORTH OF PROPERTY LINE NO EASEMENT IN TITLE REPORT FOR UTILITIES CB WASHINGTON COUNCIL OF COUNTY SURVEYORS SURVEY CONTROL DATABASE POINT ID NO. 815. A PUNCH MARK IN 1/2" BRASS PIN IN 4" SQUARE CONCRETE MONUMENT IN CASE DOWN 0.65' AT THE INTERSECTION OF SOUTH 144TH STREET AND 46TH AVENUE SOUTH CORNS 78M 'A': SET MAG NAIL IN ASPHALT AT NE CORNER KEY BANK PARKING LOT, (SE CORNER OF SITE) 12' SW OF GREEN LIGHT STANDARD AND 7' SOUTH OF FACE OF EXTRUDED CURB INTERSECTION WITH BACK OF WALK RIM = 337.76' IE 8" N, S = 328.7' (CENTER CHANNEL) 8" PVC E = 329.4' 74 = `_334. NTER ... . ASTIC 11NE 30 2' ELIZED ThM'8': SET MAG NAIL AND WASHER "AXIS CONTROL" IN ASPHALT AT NE CORNER OF SITE CB 7366 RIM = 334.66' IE 8" PVC E = 333.1' FOUND QUARTER CORNER FOUND MONUMENT IN CASE FOUND REBAR AND CAP AS NOTED SET BENCHMARK SANITARY SEWER MANHOLE SANITARY SEWER CLEAN OUT STORM DRAIN MANHOLE CATCH BASIN DRAIN WATER METER WATER VALVE SHUT OFF VALVE FIRE HYDRANT FIRE DEPARTMENT CONI POWER VAULT SIGNAL VAULT LIGHT VAULT STREET LIGHT UTILITY POLE W/ LIGHT GUY ANCHOR AREA LIGHT CONCRETE WALL BRICK WALL EXTRUDED CONCRETE CURB PLANTED AREA ROOF OVERHANG DOUBLE WHITE LANE STRIPE BUTTONS SINGLE WHITE LANE STRIPE BUTTONS DOUBLE YELLOW LANE STRIPE BUTTONS LINE CONTINUES WHEEL CHAIR RAMP N H2OLI CCES RIM = 335.33' IE 12" DI N = 332.1' IE 12" DI S = 332.0' IE 8" ADS W = 332.3' RIM = 337.49' IE 8" N, S = 328.4' (CENTER CHANNEL) NO EASEMENT IN TITLE REPORT FOR UTILITIES PEDESTRIAN SIGNAL POST POWER METER GAS METER GAS VALVE BOLLARD SIGN REVIEWED FOR ODE COMPLIANCE APPROVED If 12 AO'_ 7245 RIM = 332.72' IE 12" DI N = 329.7' IE 12" DI S = 329.7' IE 8" ADS W = 329.7' SEP 2 0 2011 SANITARY SEWER LINE STORM DRAIN LINE OVERHEAD POWER LINE OVERHEAD POWER AND TELECOMMUNICATIONS WATER LINE GAS LINE POWER LINE, TELECOMMUNICATIONS LINE FIBER OPTICS LINE CHAIN LINK FENCE LINE WOOD FENCE LINE RIM = 331.96' IE 6" CONC N = 329.9' IE 8" CONC E = 329.7' CB P128 RIM = 335.38' IE 12" CONC N = 330.0' IE 12" CONC S = 329.9' Survey .& Mapping 13005 NE 126th PL KIRKLAND, WA 98034 TEL. 425.823 -5700 FAX 425.823 -6700 17— SCALE: 1" = 50' 0 25 50 100 SE 1/4 NW 1/4, SEC 22, TWP 23N, RGE 4E, W.M. TUKWILA TACO TIME ROAD - UTILITY PLANS FND TACK IN LEAD IN 3"XJ' CONC MON, DN. 0.75 IN CASE (8/2009) LEGEND PROPOSED FEATURES BOUNDARY — - ASPHALT PAVEMENT ii RIGHT -OF -WAY LOT LINE SIDEWALK FLOW & CURB CENTER LINE SAWCUT EASEMENT v/ M///// •' / / / ✓/ / !/J BUILDING FOOTPRINT BUILDING OVERHANG BUILDING ROOFLINE BUILDING SETBACK (BSBL) PROPOSED UTILITIES STORM DRAIN PIPE ■ CATCH BASIN, TYPE I SURFACE FLOW .4 PIPE FLOW °••••• SEWER SERI9CE ) CULVERT END ■ PIPE FLOW • STORM CLEANOUT • SEWER CLEANOUT O YARD DRAIN WATER METER EXISTING FEATURES ADJACENT PLAT/PARCEL LINE S1 FIRE HYDRANT - - - --- - ADJACENT RIGHT- OF- WAY/LOTS ®- WATER METER CENTERLINE DI GATE VALVE EASEMENT - SURFACE FEATURES ® WATER MANHOLE -10' CONTOURS -0- POWER POLE ....,....._. 2 . 2' CONTOURS GUY ANCHOR - - - -SD - STORM DRAIN PIPE ¢ STREET LIGHT - - - -SS -SEWER MAIN - - - -W - WATER MAIN P POWER VAULT TRANSFORMER POWER METER GAS METER GAS VALVE SIGN - - - - O H P - AERIAL POWER LINE P - BURIED POWER LINE - - - D - GAS MAIN - - -FO - BURIED FIBER OPTIC CABLE - - - X - IMRE FENCE - - 0 - CHAINLINK FENCE - - ❑ - BOARD FENCE p AY 0 El RETAINING WALL -1:1- ❑ CATCH BASIN, TYPE I ..•I •. ASPHALT Q❑ CATCH BASIN, TYPE II D SD PIPE FLOW _ CONCRETE © YARD DRAIN O STORM CLEANOUT 0 SEWER MANHOLE o SEWER CLEANOUT > SS PIPE FLOW © 2011 THE BLUELINE GROUP N rn N FND "+ "IN 3" BRASS DISC IN CONC MON, DN. 0.8' IN CASE (8/2009) FOUND 9l' MARK IN 2" BRASS DISC ON 3 SQ. CONCRETE MONUMENT IN CASE, DOWN 0.8' (HELD FOR POINT OF TANGENCY OF CENTERLINE) 10/27/2010 758.92' S 144TH ST S8735'15'E FOUND REBAR AND CAP CRONES 29537" 0.1' NORTH AND 1.2' WEST OF PROPERTY CORNER 2,652.05' TBMB' FOUND REBAR AND CAF',:r CRONES 29537" 1 0.3' NORTH AND 0.7' I4EST �OF PROPERTY CORNER :./ 1 EX 1 -STORY CONCRETE STRUCTURE NEW PARCEL 2 ±32,143 SF 4 FOUND BAR & CAP Wale IBM 'A' SHEET INDEX 1 2 3 4 5 6 7 B 9 CV-01 TP -O 1 GP-0 1 SP-121 UP-01 UP -02 UD -O 1 XS-01 FI -01 193.48' S88'10 03'E 2,644.37' S 152ND ST COVER SHEET TESC /DEMOLITION PLAN GRADING PLAN SITE PLAN UTILITY PLAN UTILITY PROFILES f 121 These plans have been reviewed by the Public Works Department for conformance with current City standards. Acceptance is subject to errors and omissions which do not authorize violations of adopted standards or ordinances. The responsibility for the adequacy of the design rests totally with the designer. Additions, deletions or revisions to these drawings after this date will void this acceptance and will require a resubmittal of revised drawings for subsequent approval. Final acceptance is subject to field inspection by the Public Works utilities inspector. Date: By: 9(15/n o UTILITY DETAILS SITE CROSS - SECTIONS MILITARY RD FRONTAGE IMPROVEMENT PLAN & PROFILE FND PUNCH IN 1 2" BRASS PIN IN 4 4 CONC MON, DN 0.65' IN CASE, (8/2009) CALCULATED POSITION PER R1 REVIEWED FOR CODE COMPLIANCE APPROVED SEP 2 0 2011 City of Tukwila BUILDING DIVISION 22 15 S 140TH ST S 144TH ST S 146TH ST S 148TH S S 50TH ST S 1 0TH 71101 VICINITY MAP NOT TO SCALE PROJECT TEAM OWNER TACO TIME NW 3300 MAPLE VALLEY HIGHWAY RENTON, WA 98058 (425) 226 - 6656 x239 CONTACT CHRIS TONKIN ARCHITECT H.G. KIMURA ARCHITECT, PLLC 18012 W LAKE DESIRE DR SE RENTON, WA 98058 (425) 766 -5000 SITE DATA CIVIL ENGINEER THE BLUELINE GROUP 25 CENTRAL WAY, SUITE 400 KIRKLAND, WA 98033 (425) 216 - 4051 x225 CONTACT GEOFF E. TAMBLE, PE SURVEYOR AXIS SURVEY AND MAPPING 13005 NE 126TH PL KIRKLAND, WA 98034 (425) 823 -5700 CONTACT ALLEN W. GRISSOM, PLS SITE ADDRESS: 15037 TUKWILA INTERNATIONAL BLVD TOTAL SITE AREA: 58,655 SF NEW PARCEL 1 AREA : REPLACED IMPERVIOUS :: LOT IMPERVIOUS COVERAGE: 26,512 SF 20,839 SF 78.6% LEGAL DESCRIPTION PARCEL A: THE NORTH 90 FEET OF LOT 2, BLOCK 4, FIRST ADDITION O ADAM'S HOME TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 12 OF PLATS, PAGE 50, RECORDS OF KING COUNTY, WASHINGTON.' SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON. PARCEL B: LOTS 2 AND 3, BLOCK- 4, FIRST ADDITION TO ADAM'S HOME TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 12 OF PLATS, PAGE 50, RECORDS OF KING COUNTY, WASHINGTON. EXCEPT THE NORTH 90 FEET OF SAID LOT 2; AND EXCEPT THE SOUTH 140 FEET (MEASURED AT RIGHT ANGLES TO SOUTH 152ND STREET) OF SAID LOT 3; AND EXCEPT THAT PORTION CONVEYED TO THE STATE OF WASHINGTON FOR HIGHWAY BY DEED RECORDED UNDER RECORDING NO. 2014223. SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON. PARCEL C: THAT PORTION OF LOT 29, BLOCK 4, FIRST ADDITION TO ADAM'S HOME TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 12 OF PLATS, PAGE 50, RECORDS OF KING COUNTY, WASHINGTON, LYING WESTERLY OF PACIFIC HIGHWAY SOUTH. SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON. BASIS OF BEARING BASIS OF BEARING N0056'46"E ALONG THE WEST LINE OF THE NW QUARTER OF SECTION 22, TWP. 23N. RGE. 4E., W.M. DATUM VERTICAL DATUM: NAVD 88 HORIZONTAL DATUM: NAD 83/91 •BENCH MARK RECEIV CITY OF TU LA SEP 0 7 2011 PERMIT CENTER CORRECTION LTR# 2 IBM 'A' SET MAG NAIL IN ASPHALT AT NE CORNER KEY BANK PARKING LOT, (SE CORNER OF SITE) 12' SW OF GREEN LIGHT STANDARD AND 7' SOUTH OF FACE OF EXTRUDED CURB INTERSECTION IMTH BACK OF WALK ELEVATION: 333.14' IBM $' SET MAG NAIL AND WASHER "AXIS CONTROL" IN ASPHALT AT NE CORNER OF SITE 33Z 62' SURVEY NOTES ELEVATION: THE MONUMENTS DEFINING THE LOCATION OF TUKWILA INTERNATIONAL BLVD HAVE BEEN PAVED OVER OR DESTROYED. THE LOCATION OF PACIFIC HIGHWAY SOUTH WAS CALCULATED USING THE RECORD OF SURVEY UNDER RECORDING NUMBER 2005072590010. (R1) THE LOCATION OF MILITARY ROAD WAS DETERMINED BY HOLDING THE MONUMENT FOUND AT THE POINT OF TANGENCY AS SHOWN HEREON. THE GEOMETRY AS SHOWN ON THE MILITARY ROAD ESTABLISMENT DOCUMENTS (R2) WAS PROPORTIONED AND ROTATED TO THE CALCULATED (R1) POSITION OF THE SOUTHWEST CORNER OF SECTION 22. UNDERGROUND UTILITY NOTE UNDERGROUND UTILITIES ARE SHOWN IN THE APPROXIMATE LOCA71ON. THERE IS NO GUARANTEE THAT ALL UTILITY LINES ARE SHOWN, OR THAT THE LOCATION, SIZE AND MATERIAL IS ACCURATE THE CONTRACTOR SHALL UNCOVER ALL INDICATED PIPING WHERE CROSSING, INTERFERENCES, OR CONNECTIONS OCCUR PRIOR TO TRENCHING OR EXCAVATION FOR ANY PIPE OR STRUCTURES, TO DETERMINE ACTUAL LOCATIONS, SIZE AND MATER /AL. THE CONTRACTOR SHALL MAKE THE APPROPRIATE PROVISION FOR PROTECTION OF SAID FACILITIES. THE CONTRACTOR SHALL NOTIFY ONE CALL AT 1- 800 - 424 -5555 AND ARRANGE FOR FIELD LOCATION OF EXISTING FACILITIES BEFORE CONSTRUCTION. 111I SCALE :: AS NOTED 6111 f 1G PROJECT MANAGER GEOFF E. TAMBLE, PE PROJECT ENGINEER: GEOFF E. TAMBLE, PE DESIGNER: DOMINQUE GABALDON ISSUE DATE :: 9/1/2011 REVISIONS m I- I 2 F F oc �/► E. T' t. _ki C,, E� •953 1 S T ERA /ONAL MAI JOB NUMBER: 1 0 -080 SHEET NAME: C V -0 1 SHT 1 OF 9 • EX SDMH ; 7537 TOP 336.08 18" CMP IE 331.9 (N) 18" CMP IE 332.3 (S) .. (POSSIBLY ABANDONED) • - - FOUND REBAR AND CAP ' CRONES.29537 .0.1'. NQRTH AND 1.2' WEST. '..0E :EROPERTY CORNER .. . EX SSMH ; 7474 RIM 338.41 8" CONC IE 331.7E (N) (CENTER CHANNEL) SE 1/4, NW 1/4, SEC 22, TWP 23N, RGE 4E, W.M. N 7 • .............. EX SSMH #7468 RIM 338.35 8" IE CONC (W) 6" CONC 332:4 (E, SE) • :.:.......::::::: .:::::::::::::::::::::::(CENTER :CHANNEL) .::: :'OHp 7 7 7.7. EX CB #7536 TOP 335.17 4" Dl IE 333.3 (W) (WITH OIL /WA TER TURNDOWN ELBOW) FOUND X' MARK IN 2" �..y . ........ i . V :.:� .. , ... BRASS DISC ON 3 SQ. CONCRETE MONUMENT IN CASE, DOWN 0.8' (HELD FOR POINT OF 10/27/2010 TANGENCY F CENTERLINE) .......i .. EX WATER METER , . .... . ---.:, EX CB #7175 TOP 335.14 sr f EX WATER 12" CONC IE 331.4 (N) 12" CONC lE 331.4 (S) r ` 6" CONC lE 332.2 (NE) X SIDEWALK ,.G„ 4a _11 L L L � / //11111 L. Z . L . / /-/_/1 1 EX..SSO 1-L Z L N .17...... SCALE: 1" = 20' 0 10 20 40 FOUND REBAR AND CAP CRONES 29537 0.3' NORTH AND 0.7' WEST OF PROPERTY CORNER V 2--STORY WOOD STRUCTURE 4 NO EASEMENT IN TITLE REPORT FOR UTILITIES `III F i '/A t' '--- �_...EX.CB. # 7174 .................... ............................... l .� EX SSrL1H #7168 TOP. 334:97.....'.'.'.'..'. EX. ASPHALT • 12'.'.CONGIE\33'1:3'.(N) ....... •• . .R/M•334.39 .'.' .'...'.'.'.•.'.'.'.'.'.'.'.'.'. '.'....(TYP).:..:......: • •• :...12'.'.CONC.1E 4331: 3:( S) .:.:.:..:.. .....:...:...:.:.....:..:....:. 8 '1E 330 :2'.0. )..... ......'..'.'..'.............. EX SSMH. , 7146 CENTER .CHANA0i.Z .D. . ........... ...�(.� ............ ....... • PA'TCH'AREA .WLTH'. • .PASTIC_LINER).•• • • .... • , • , NEWASP.HALT.'...•. .' ..'AFTER.'DEMOLITION- ' •:.:::::::OF.E (.BU /LDING:;:: • •;' •FOUND•REBAR•.B&. CAP•••••• CRONES• 29537• : 2.,! :NOP•TH: -AND • 0• CORNER. -.. SOLID WALLS FILTER MEDIA FOR DEWATERING ts .1/ \ \.... ...:.// \ \.I. : i/ >> /1EX CB ; 7366 TOP 334.66 II 8" PVC IE 333.1 (E) R1M..337: 76 . �� .......8..1E�, 328..' 7 .;.(N,..S) ..................... . �� (CENTER.:CHANNEL) q Nj.... 8 "•PVC.•32 4 (E) .............. . EX.BOLLARDS.: : ' ' ' ' ' ' ' ' ' ' -:' 1/EX CB ; 7367 TOP 335.28 8" PVC IE 332.8 (W) 8" ADS IE 332.8 (E) :::::::::':': '. ::':':F? 1:FtG'E �:.: E.3` • '.'..' .' .' EX .CB. 127....' ......'..' .' .TOP' 33''44 ............... :• • :•: •.•.12". COLIC• IE•330 ;5• (N) :•:•:• • .'• 12 "••CO kC.IE-330:5.' 5. // // // // // EX .UTIL.T.JLIGHT.'POLE..:... &'•'TRANSFORMER'... • • . ••• • TO REM 1/N UNKNOWN MANHOLES • UNABLE• TO.., ACCESS, .r TO. BE' REMQP V... . •.'.'.'.'.'.'.'.'.'•'.'..'..'• .' . EX.PHONE.BOOTH....... '•'•'•' :.'TO•BE•REM' O'VED'.'.'..'. \ \ SID.EWALK...... . • TO BE. 'REPLACED . EX'CB. #7066'.'.'.'.'.'.';........ TOP. 334.80..'......° ........ . 12' `.CONC.1E.•330..1.. (AO ........ 12 "..CONC IE 3300') PROPOSED..'.... "'..'....'..... CAT.CH:SASIN::: .....INSERT :(TYP) ..EX. SI.DEWALil........: .TO. BE. REMO.VED..'. •. •.'. • ..TO.PROPERTY.tIN£.' ' ' EX. CURE .............. TO .BE REMOVED.. '.170P.'332: 8" .4.a..'. 'ONC. J • X30:.6'.(S)'...... . :•:-TO:•BE•:REM WED. • :• :.:• CB 74.13 '.'.'.'..'.'.'.:.:.... 12 ".. CONC. tE.329 :7'(E).'.'.'.'. :.:.:.. TO::BE:REMOVED...... .... . EX LIGHT .POLE } .. TO BE REMOVED ..:.:...:...:...:.:.:.:.:. :...:..:.:.:.:.:.:.:.:.:..10" STEEL .'POST .... TO BE• REMOVED ' EXSIGN. • •l/. ".'.'. �. �..!;..... . 'tE.'328 : (N .4. . S) pEN•TER.-CHANNEL)'i• • EX CURB - - - •LL _ • ..■■■...• 7- _ - - - - -- 7422 .' ... • // :.'r/ • if 1/ ..: // // // // 1/ lINO EASEMENT IN -1 TITLE REPORT FOR 4. UTILITIES J�0 t3- _✓ •• •• •T2 "•CONC•IE •0,T (w) .:::>2" ADS IE 329 :9 •(E) .: 0 2011 THE BLUELINE GROUP EX CB ; 7128 TOP 335.38 12" CONC IE 330.0 (N) 12" CONC IE 329.9 (S) TOP 331.96 6" CONC IE 329.9 (N) 8" CONC lE 329.7 (E) EXCB;7245 TOP 332.72 12" DI IE 329.7 (N) 12" DI IE 329.7 (S) 8" ADS IE 329.7 (W) EX CB ; 7234 TOP 335.33 12" DI IE 332.1 (N) 12" DI IE 332.0 (S) 8" ADS IE 332.3 (W) v � G)1 0) sr 0 ,z• 0 /44/ cr NOTE ALL ON -SITE STRUCTURES AND HARDSCAPE TO BE REMOVED UNLESS OTHERWISE NOTED. CATCH BASIN / GRATE I 1 1 1 1 1 1 1 1,,, 1 OVERFLOW POROUS BOTTOM NOTE THIS DETAIL IS ONLY SCHEMATIC. ALL INSERT MUST HAVE A MIN. 0.5 C.F. OF STORAGE, THE MEANS TO DEWATER THE STORED SEDIMENT, AN OVERFLOW, AND CAN BE EASILY MAINTAINED. ALL INSERTS ARE SUBJECT TO APPROVAL BY C.O.R. INSPECTORS. CATCH BASIN INSERT III NOT TO SCALE REVIEWED FOR CODE COMPLIANCE APPROVED SEP 2 0 2011 City of Tukwila BUILDING DIVISION APPROVED SEP 15 2011 City of Tukwila PUBLIC Works O RECEIV CITY OF TU&J\ SEP 0 7 2011 PERMIT CENTER UNDERGROUND UTILITY NOTE UNDERGROUND UTILITIES ARE SHOWN IN THE APPROXIMATE LOCATION. THERE IS NO GUARANTEE THAT ALL UTILITY LINES ARE SHOWN, OR THAT THE LOCATION, SIZE AND MATERIAL IS ACCURATE. THE CONTRACTOR SHALL UNCOVER ALL INDICATED PIPING WHERE CROSSING, INTERFERENCES, OR CONNECITONS OCCUR PRIOR TO TRENCHING OR EXCAVATION FOR ANY PIPE OR STRUCTURES, TO DETERMINE ACTUAL LOCATIONS, SIZE AND MATERIAL. THE CONTRACTOR SHALL MAKE THE APPROPRIATE PROVISION FOR PROTECTION OF SAID FACILITIES THE CONTRACTOR SHALL NO11FY ONE CALL AT 1- 800 - 424 -5555 AND ARRANGE FOR FIELD LOCATION OF EXISTING FACILITIES BEFORE CONSTRUCTION. I SCALE :: AS NOTED PE gaua u PROJECT MANAGER: GEOFF E. TAMBLE, PROJECT ENGINEER: GEOFF E. TAMBLE, PE DESIGNER: DOMINQUE GABALDON ISSUE DATE :: 9/1/2011 REVISIONS CO I- 0 2 F E. T. C of% •' • /. <v( 953 � /ST ERA �G\ /ONAL '- 9 /I /ll JOB NUMBER: 10 -080 SHEET NAME: TP-O 1 BHT 2 OF 9 EX SDMH ; 7537 . : TOP. .336.08 IE 331..9..(N) ...... . l8.': ate. IE • .332.3.(S)....••.•...... . OSSIBL Y ABANDONED) .:.;.......'........ . SE 1/4, NW 1/4, SEC 22, TWP 23N, RGE 4E, W.M. EX SSMH #7474 RIM 338.41 8" CONC IE 331.7E (N) (CENTER CHANNEL) •.'. ... .'.'.rl T7-7 -/ 7 77 7-7-7-7-1/ EX SSMH RIM 338.35 8" IE CONC (W) 6" CONC 332.4 (E, SE) (CENTER CHANNEL) 7468 7-77-7-7-77779712/ / V V EX CB ; 7536 TOP 335.17 4" DI IE 333.3 (W) (WITH OIL /WA TER TURNDOWN ELBOW) 1 -STORY CONCRETE N SCALE: 1" = 20' 0 10 20 40 2 -STORY WOOD STRUCTURE EX WATER METER EX WATER METER 4- 4_4_/11 • EX CB , 7175 TOP 335.14 12" CONC IE 331.4 (N) 12" CONC IE 331.4 (5) 6" CONC IE 332.2 (NE) 1 . L ,L .C. 4. / /.._/_.11 11,L. Z. :.......;:`':;'.:':_ I NO EASEMENT IN TITLE REPORT FOR UTILITIES N O.'.'.'.'.'...'.'.'.'.' EX SSMH #7146 RIM 337.76 8" IE 328.7 (N, S) CENTER CHANNEL) ) 8" PVC 329.4 (E) SS. -. -.' .T.,.SS --L i EX Ca #7174 ....... Ss. �► y.. 5 .... • ,,,........ ...12 -CONCIE•330_ (N) _ _•_ . .:.12i. CONC IE.331.•,Y_'(s) ......... ............................... .TOP .3! 5.:4.4'.'.'.'....'.'.'.'.'.'.' :•.12" C ONC•IE.33D.5. •(N) :CciNC•.C...... 5.. (S) •. • �.'.EX.'S5M.1. #1.6.8. .'.'.RIM.334:39..'.'.'.'. • . •.•.g,'.JE.'330:2.'.(E., W.).'.'.'.•.'.'...'.'.'.'.. • -:- :.(CEN- TER'CHANNEL•IZED • • • • • • • • • .PLASTIC: LINER). .•.•.•PROPO ` D.'EXTRUDED:' CURB :.'. SEE -A'R ITECTURAL• PLANS.'.'. T1'R......... AT FINISHED .. GROUND PA.VEMENT.•.•.. ...�. �.�. ELEV TI .'.......... rrrP�.. . EX ,ASPHALT. ONSLIE SIDEWALK AR. EAS.P. E.R..'..... . ARCHITECTURAL ..... . PLANS (Tr?) ...'... . 1 I /l \\ EX CB 1/ // // // // /I // EX CB ; 7234 // TOP 335.33 // 12" DI IE 332.1 (N) 12" DI IE 332.0 (S) /l 8" ADS IE 332.3 (W) 334.12 i1 SEE FI -01 FOR FRONTAGE I IMPROVEMENTS TO MILITARY RD EX SSMH #7145 RIM 337.49 8" IE 328.4 (N, S) (CENTER CHANNEL) © 2011 THE BLUELINE GROUP PROPOSED TACO TIME .. BUILDING.. FF =335.50 7367 TOP 335.28 8" PVC IE 332.8 (W) 8" ADS IE 332.8 (E) v // �0 .1// tr i /L\ I // . .// �A // ...1% TO 4z* ,,,,,, -fl/ 'v/ ._ Q Q I. : %/ Q � '// 2 Z` 0 :1/ I% ,Z% lNO EASEMENT IN ` �� TITLE REPORT FOR i I..1/ UTILITIES v %� // • :I/ II EX C$.,T066...........•.:'• TOP 334.80.........:.,::.... 12 ".CONC.:1E .330.0. (S).:..:.:..:. .... ............................. .................. ..... PROPOSED EXTRUDED CURB. . E ARCHITECTURAL PLANS ()' EX CB TOP 332 :.16,...,.... 12" CONCIE 330..1: (W) • 12" ADS 1E.:329, 9.'(E).. . - -SD It ■4 EX CB ; 7128 TOP 335.38 12" CONC IE 330.0 (N) 12" CONC IE 329.9 (S) EX CB ; 7136 TOP 331.96 6" CONC IE 329.9 (N) 8" CONC IE 329.7 (E) Q Q :r d EX CB ; 7245 L� TOP 332.72 12" DI IE 329.7 (N) Q' 12" DI IE 329.7 (S) 8" ADS IE 329.7 (W) I� 47 REVIEWED REVIEWED FOR CODE APPROVED PROVED '' SEP 202011 City of Tukwila BUILDING DIVISION APPROVED SEP 15 2011 City of Tukwila PUBLIC Works RECEIVQQQ CITY OF TUKWIL4 SEP 0 7 2011 UNDERGROUND UTILITY NOTE UNDERGROUND UTIL ITIES ARE SHOWN IN THE APPROXIMATE LOCATION. THERE IS NO GUARANTEE THAT ALL UTILITY LINES ARE SHOWN, OR THAT THE LOCATION, SIZE AND MATERIAL IS ACCURATE THE CONTRACTOR SHALL UNCOVER ALL INDICATED PIPING WHERE CROSSING, INTERFERENCES, OR CONNECTIONS OCCUR PRIOR TO TRENCHING OR EXCAVATION FOR ANY PIPE OR STRUCTURES, TO DETERMINE ACTUAL LOCATIONS, SIZE AND MATERIAL. THE CONTRACTOR SHALL MAKE THE APPROPRIATE PROVISION FOR PROTECTION OF SAID FACILITIES THE CONTRACTOR SHALL NOTIFY ONE CALL AT 1- 800 - 424 -5555 AND ARRANGE FOR FIELD LOCATION OF EXISTING FACILITIES BEFORE CONSTRUCTION. 116Y I SCALE :: AS NOTED PE i'Ar■ l,,:,: aa4rnn+; ;: 3,n6 PROJECT MANAGER: GEOFF E TAMBLE, PROJECT ENGINEER: GEOFF E. TAMBLE, PE 44111110INErtat DESIGNER: DOMINQUE GABALDON ISSUE DATE :: 9/1/2011 REVISIONS Ell I- ct 0 0 2 F E. T, •� �J 953 /STER' N' O \ - • G /ONAL E 9// /// JOB"° NUMBER: 1 0-080 SHEET NAME: GP -01 SHT 3 OF 9 co 0 c 0 o o °io L. 0 ct j� E 3 op I o CL k 4— N () 4i FOUND 9C MARK IN 2" BRASS DISC ON 3" SQ. CONCRETE MONUMENT IN CASE, DOWN 0.8' (HELD FOR POINT OF TANGENCY OF CENTERLINE) 10/27/2010 © 2011 7HE BLUELINE GROUP FOUND REBAR AND CAP 'CRONES 29537 ''.'.O 1.'.NQRTH AND 1.2' WEST. OF•PROPERTY CORNER'..'...... SE 1/4, NW 1/41 SEC 22, TWP 23N, RGE 4E, W.M. .'.':'v TTT /� 77TTT%/ N SCALE: 1" = 20' 0 10 20 40 FOUND REBAR AND CAP CRONES 29537 0.3' NORTH AND 0.7' WEST OF PROPERTY CORNER I 1/ 2 —STORY WOOD j' STRUCTURE V i/ • CRONES-29537• . • . • • • •.' NORM' AND.0 6'...•• V€ST' OF'PARCEL .CORNER.' , • ..:....:.:.:... EX ASPHALT/ \ Al • EX7RUDED .'CURB.' •.PEII - AI?CMI1tCyURAL....:. •'• _FLANS, (1YW) ....:...:..... •. • PROPOSED :FENCE.'..'.....'. P. ER: A R C H I T E C T. U R A L' .. '.' .. . .'.•.PLANS.(TYP PROPOSED. .. S/DEWALK.'AR£AS'.'. • • .PER'.ARCHITEC'TURAL• •PLANS•.(TYP .1. :-...:..... INT 101\48.58 MAIN DRIVE ISLE = 5 +0 00 DRIVE THRU 4 =.8570', I I I I I PC =10 +39.48_ N81' 49'11.21T- 39.48' INT 11+93.6 MILITARY RD = 10 +00.00 SEE FI -01 FOR FRONTA IMPROVEMENTS TO MILIT RY RD d= 3170$7". 1 R= 25.00' 1 L=13.61' 13 \ Ir C =12 +04.24— PROPOSED SIDEWALK AREAS N44' 41' 10.50E PER ARCHITECTURAL 26.93' PLANS (TYP) PROPOSED TACO TIME BUILDING as 36.52'?•: 128.44' -: • :......PT =5+64.44.... .'t.'... —.. i. d =73'4154".'. ' .'.'R= 24:.00'.'.'.'.'.'.'.'.'. L =30.87' PC =6+ 92.88.' .' . A=47'10'13". R =24.001 ......... . L= 19.76' ' EX. pfR1 VEWA.Y . '. EN.TRANCE....' :.. .' .' .'TO.'REMAIN.... S w 0 / // INT 12 +75.78 MAIN DRIVE ISLE // = 7 +39.57 DRIVE THRU // // �rr r S69' 52' 52.25'E I. 46.57' zr 1/ // 1/ // 1/ INT 10 +00.00 SR 99 = 13+33.08 MAIN DRIVE ISLE , r REVIEWED FOR CODE COMPLIANCE APPROVED SEP 2 0 2011 City of Tukwila BUILDING DIVISION ►.1.1.1._1.1.1.!... 1.0 �4 1 ti COMPACTED SUBGRADE COMPACTED TO MIN 95% A 'PROVED SEP 15 2011 .i3ry of Tukwila PUBLIC Works GEOFABRIC PER GEOTECH TO BE DETERMINED IN FIELD AFTER SUBGRADE HAS BEEN COMPACTED 4" MIN OPEN GRADED CLASS D HMA OR APPROVED EQUIVALENT 6 " MIN LAYER OF 1-1/4" CRUSHED CLEAN WASHED ROCK WSDOT 9-03.09 SHOULDER BALLAST PERVIOUS PAVEMENT PARKING LOT SECTION NOT TO SCALE COMPACTED SUBGRADE COMPACTED TO MIN 95% GEOFABRIC PER GEOTECH TO BE DETERMINED IN FIELD AFTER SUBGRADE HAS BEEN COMPACTED 3" MIN CLASS B HMA 6" MIN LAYER OF 1 -1/4" CRUSHED CLEAN WASHED ROCK WSDOT 9 -03.09 SHOULDER BALLAST ONVENTIONAL PAVEMENT PARKING LOT SECTIOOEIV NOT TO SCALE Ulf Y UF' TUKWILA SEP 0 7 2011 PERMIT CFNTFP UNDERGROUND UTILITY NOTE UNDERGROUND U71LI77ES ARE SHOWN IN THE APPROX IMATE LOCATION. THERE IS NO GUARANTEE THAT ALL U77LITY ONES ARE SHOWN, OR THAT 7HE LOCA770N, SIZE AND MATERIAL IS ACCURATE. 7HE CONTRACTOR SHALL UNCOVER ALL INDICATED PIPING WHERE CROSSING, INTERFERENCES, OR CONNEC77ONS OCCUR PRIOR TO TRENCHING OR EXCAVA770N FOR ANY PIPE OR STRUCTURES, TO DETERMINE ACTUAL LOCATIONS, SIZE AND MATERIAL. THE CONTRACTOR SHALL MAKE 7HE APPROPRIATE PROVISION FOR PRO7EC770N OF SAID FACILITIES 7HE CONTRACTOR SHALL NO17FY ONE CALL AT 1- 800 - 424 -5555 AND ARRANGE FOR FIELD LOCATION OF EXISTING FACIU77ES BEFORE CONSTRUC770N. r b IILW I SCALE :: AS NOTED PE PE tau, .alh ... .... PROJECT MANAGER: GEOFF E. TAMBLE, PROJECT ENGINEER: GEOFF E. TAMBLE, DESIGNER: DOMINQUE GABALDON ISSUE DATE :: 9/1/2011 REVISIONS ti 0 d F •h953 `'.•� /ONAL E. T. C)" E� /STERE 9// /// JOB NUMBER: 1 0-080 .. SHEET NAME: SP -D 1 SHT 4 OF 9 CO • b ec E b' • 3 't -0 • oo Op O N roQ. k 4--- N LI; 0 2011 THE BLUELINE GROUP I I EX SDMH ; 7537 TOP .336.08 CMP IE 331..9.(N)....... .'.'18.'u:CMR. ..lE. 332.3. (.S)'.'.......... •r(POSS!BL .Y` ABANDONED) .' . ,.'.......... . SE 1/4, NW 1/4, SEC 22, TWP 23N, RGE 4E, W.M. EX SSMH #7474 RIM 338.41 8" CONC IE 331.7E (N) (CENTER CHANNEL) : .............. ......r/-- TTT/-7 f OHR' P 7.. TTTTj/ /jI _ / ' • EX SSMH ; 7468 RIM 338.35 8" IE CONC (W) 6" CONC •332.4 (E, SE) (CENTER CHANNEL) . V V EX CB ; 7536 TOP 335.17 4" DI IE 333.3 (W) (WI TH OI L /WA TER TURNDOWN ELBOW) 1 -STORY CONCRETE STRUCTURE SCALE: 1" = 20' 0 10 20 40 2 -STORY WOOD STRUCTURE V EX WATER METER /_/_._/1 EX CB ; 7175 TOP 335.14 12" CONC IE 331.4 (N) 12" CONC IE 331.4 (S) 6" CONC IE 332.2 (NE) NO EASEMENT IN TITLE REPORT FOR UTILITIES EX SSMH #7146 RIM 337.76 8" IE 328.7 (N, S) (CENTER CHANNEL) 8" PVC 329.4 (E) TOP 334:97• , ............ ..........._.:................. 12" CONCIE 331.. (N) ...... .: • 12 _ EONC IE 331.3. (s) ' ...''CLEANOUT.1. '. EX.SSMH. #716.8...'.'.'. ........ EX ASPHALT • .. . 1.1. +13 6t, 82..98' L.T. RIM'.334.39. •.'.'...'..'.'...'............' . 1.1 RIM.334.6f........... 87'1E.330 :2.(E,.W) ....:.:.:.:.:.::.:•:::.: . (TYPE:.'- '.''. 8 • IE 330:08 {CENTER. CHANNEL..... • •.'.' ht X ":CB.' #7366....... •TOP • 33446,:.'. :.:..' • • .. 8" P•VO.1E 333:1• •: •(E).: • \ := ,... - �'.'... , ......EX.' CBI ;.7127..'.'.'.......CLEANOUT•2. �. \\ RAISE .p!M.'TO GRADE... 11•+0873.• 37'64 :LT '. • N \'.'.. ...TOP..335.4.4 .............RIM 33,1.9 ± . ......... . �)• • 12." cove IE- 330 :5'(Nj•, 8"1E.330 31.. _ .... . 12" topic It 330.5':(s).......... . SEE SECTION F H / 5 . . . LET'':... ....'4 / 7/ /7 7/ /I // /I /7 // // // EX CB ; 7234 TOP 335.33 12" DI IE 332.1 (N) 0) 12" DI IE 332.0 (S) 8" ADS IE 332.3 (W) �I n%'.'. I\\ // \\ EXCB;7367 TOP 335.28 8" PVC 1E 332.8 (W) 8" ADS IE 332.8 (E) 7/ EASEMENT . •. 30' -4" PVC , , / , S= 0.0050 PRE -CA 'W' l PRE - SETTLING VAUL T "22' - -4" PVC (OR EQUIVALENT) S= 0.0050 . SEE DETAIL, SHEET UD -01 i ROPOSED TACO TIME BUILDING' BLACK WATER 7 +00.85 1.45' RT CONNEC770N 1 -6 22 -1 .2' BENG -- AM_,,, IE 334..33 W/ CONC BLOCKING GREYWATER 6 +99.99 3.27' RT CONNEC770N 1 -6 22 -1 2' BEND, MJ 4" IE 331.27 W/ CONC BLOCKING DI • •LINEAR':.GRA7E .•. ,STORMFIL'TER •,�, ,SEE. DETAIL, .SHEET .LID- O1.".`: ..................... EX SSMH #7145 RIM 337.49 8" IE 328.4 (N, S) (CENTER CHANNEL) SDCO 11+03.44, 4Z43' RT TOP 336.20 4 /E 331.35 411 +36.35, 50.79' RT TOP 336.13 4" IE 335.18 ©11 +36.66, 47.81' RT TOP 336.01 4 "IE335.16 ®10 +66.69, 0.00' W/ TRAFFIC BEARING LID TOP 335.11 6" IE 333.47 12 +73.01; . 0.00'. .. NO .EASEMEN.T.'!N. . TLE REPORT FOR +79 :85 54 :85' L77 '1- 6S'TA /NLESS STEEL, ... TAPP /NG. TEE'.'...'.' ...'.... j , 1.-.FIRE HYDRANT ASSEMB�: Y' // .:W/ CONC. BLOCKING •'•'.'SEE.DE.TAIL,'SHEET UD 1// O1// RAISE RIM TO.GRADE> �TOP34.�80 �� •• 3.. 12" IE 3301 (N).'. .72. ".' CONC .'IE'.330 0.'(S).'.'. NEW 12".'IE.330.10: (W)• •'. (IF. DAMAGED, •'•THE , CB KILL BE REPLACED W17N A CURRENT STANDARD CATCH BASIN) •:5 +66.64,:.0.06':LT: • CLEANOUT 4 :` 11 +08.'73,';37'64 LT RIM 336.01' 4 "/E 331.15 2' -4" PVC S=0.0050 •6+- 3--n 0 : 4V Rr . 1-¢.. TEE,- MJ....... • 1- 6 ".MJ.•PWO. • • • '.W/ CO.NC BLOCKING•.• 6+37.15' 1: 45' RT 1 -6 90' BEND, MJ W/ CONC BLOCKING ..CB 5 - - -- 'INSTALL.'7EMP.ORAR.Y 7 +05.00; '11.00''•'• 6.'CA'P.' FOR . CONNECTION'....... , A 14 6.p1.. ... �. � TO � MECHANICAL ROOM ...... � , ..." . . SEE 'MECHANICAL' PLANS. 9. -6.. DI.. . EXCB;7412 ' ' RAISE RIM TO GRADE' ' • TOP 332.16 • 12" CONC /E 330.1 .(lW) 12" ADS IE 329.9 (5) NEW 8' IE 329.9 (N) 7 +09.38, 17.62' RT 1 -6" STAINLESS STEEL TAPPING TEE, FL 1 -6" GATE VALVE, FLxMJ W/ CONC BLOCKING . DR1;VE•.THRU . 'PROPOSED.' 1 ° ... . 'WATER METER• ' • SD EX CB #7128 TOP 335.38 12" CONC IE 330.0 (N) 12" CONC IE 329.9 (S) EX CB ; 7136 TOP 331.96 6" CONC IE 329.9 (N) 8" CONC IE 329.7 (E) INDOOR /OUTDOOR POL YETHYLENE GREASE INTERCEPTOR PER SCHIER PRODUCTS SERIES GB -250 11 +31.85, 47.32' RT RIM EL 336.0± 4" IE 331.16 (IN, OUT) • ..'.7/ / /EX CB ; 7245 TOP 332.72 12" DI IE 329.7 (N) k 12" DI IE 329.7 (S) 8" ADS IE 329.7 (W) Al N ..P.OST.INDICATOR . •VAL.V.E .'. • SEE' DETAIL;.' SHEET' UD =.01 • �� �. �� �. y ... . ����pppp��pyp�p. ppp�pp�pppppp��p��p��gpq��gp����ppp�OA ppppp��� .. „, �..... ra ,; ��i�i�i�0000OOOJOOOJOiL�i��O�JO0000Oi�00i�i��o0000Oi0OiiiA •Oi�i�i�i�oOOJOOOOJJOOi ♦uu�uu��u ■'�F .�� .��F �.� ��'�f .l�f ,��F .itif .�'� .i`� -.��f -- ■.-- .ice ,� .1 kV ti% -1- 2.c_ .� 'tic 4� �-P `,F '-.c `.c _ .c '.c �_.�� .� .��F.��'� �'� ,�`� .�tiF -.L .motif ,�'tiF .Z�f .f .motif .Sf .��F .j i.n • '4,r11,‘ Vim \%' \ \ COMPACTED SUBGRADE COMPACTED TO MIN 956 '>5 />5 fib :: - - -./�. \ '.- -vii- /\; 4" MIN OPEN GRADED CLASS D HMA OR APPROVED EQUIVALENT 6" MIN LAYER OF 1 -1/4" CRUSHED CLEAN WASHED ROCK WSDOT 9- 03.09 SHOULDER BALLAST r GEOFABRIC PER GEOTECH TO BE DETERMINED IN FIELD AFTER SUBGRADE HAS BEEN COMPACTED GEOFABRIC PER GEOTECH TO BE DETERMINED IN FIELD AFTER SUBGRADE HAS BEEN COMPACTED \// 24 "' MIN 6" OR 8" PERFORATED PIPE / 3" MIN CLASS B HMA 6" MIN LAYER OF 1 -1/4" CRUSHED CLEAN WASHED ROCK WSDOT 9 -03.09 SHOULDER BALLAST 6" PERFORATED PIPE TRENCH SECTION (FOR STORM SYSTEM %N PARKING LOT ONLY) NOT TO SCALE . v �r ,� Y ..♦ 47. NOTE ALL STORM PIPES TO BE CPEP UNLESS OTHERWISE NOTED. ALL CATCH BASINS TO HAVE STANDARD GRATES UNLESS OTHERWISE NOTED ALL DOWNSPOUTS & FOOTING DRAINS TO BE ROUTED THROUGH PERFORATED DOWNSPOUT CONNECTIONS. ALL ROOF DOWNSPOUTS' WILL BE CONNECTED TO STORM SYSTEM USING 6" PERFORATED PIPE FOR THE ENTIRE LENGTH. PI 1112. REVIEWED FOR CODE COMPLIANCE APPROVED SEP 2 0 2011 City of Tukwila BUILDING DIVISION APPROVED SEP 15 2011 City of Tukwila PUBLIC Works 01.4.1r\ PER ROADWAY CROSS SEC770N (TYP) 18" MIN 36" MIN FILTER FABRIC PERFORATED PIPE 1 -1 2 " -3 4" WASHED ROCK TRENCH X-SECTION KCSWDM FIGURE 5.1.3.A PERFORATED DOWNSPOUT CONNECTION NOT TO SCALE RECEIV U CITY OF TULA SEP 0 7 2011 PERMIT CENTER UNDERGROUND UTILITY NOTE UNDERGROUND UTILITIES ARE SHOWN IN THE APPROXIMATE LOCA710N. THERE IS NO GUARANTEE THAT ALL UTILITY LINES ARE SHOWN, OR THAT 7HE LOCATION, SIZE AND MATERIAL :S ACCURATE THE CONTRACTOR SHALL UNCOVER ALL INDICATED PIPING WHERE CROSSING, INTERFERENCES, OR CONNECTIONS OCCUR PRIOR TO TRENCHING OR EXCAVATION FOR ANY PIPE OR STRUCTURES, TO DETERMINE ACTUAL LOCAl10NS, SIZE AND MATERIAL. THE CONTRACTOR SHALL MAKE THE APPROPRIATE PROVISION FOR PRO7ECT10N OF SAID FACILITIES THE CONTRACTOR SHALL NOTIFY ONE CALL AT 1- 800 -424 -5555 AND ARRANGE FOR FIELD LOCATION OF EXISTING FACILITIES BEFORE CONSTRUCTION. r it SCALE AS NOTED PE PROJECT MANAGER: GEOFF E. TAMBLE, PROJECT ENGINEER: GEOFF E. TAMBLE, PE DESIGNER: DOMINQUE GABALDON ISSUE DATE :: 9/1/2011 REVISIONS co 1- 0 4 •'• F E. T, ate; , , 1: �O V I STERA' C,' /ONAL E� 9///// JOB NUMBER: 1 0 -080 SHEET NAME: UP -01 _ SHT 5 OF 9 02011 THE BLUELINE GROUP 340 330 320 SE 1/4, NW 1/4, SEC 22, TWP 23N, RGE 4E, W" M. A A (TVP) 'Q W ._._. /.00X EXISTING GROUND MAIN DRIVE ISLE wao W -1.00% 58 . ............ - 2.69 4$=6 "PVC HDR 35 _ - 1jD�R- 35�PERFORATED ® 0.50% ...................................................... PERFORATED) ®� 05% GRADE 0 MAIN DRIVE ISLE (TYP) CB 6 TYPE I TOP 334.12 8" IE 332.32 (E) 6" 1E 332.49 (W) CB 7 TYPE 1 TOP 334.12 8" lE 331.87 (W) 8" IE 331.87 (E) 24' -8" PVC: HDR -_ 35 (PERT ORA TED) 00.50% MAIN DRIVE ISLE SCALE: 1 "= 20' H, 1 "= 5' V CB 8 TYPE I TOP 334.74 -8'1E-331;75 (W) 8" IE 331.75 (NE) 8" IE 331.75 (S) 63' -8" 0 0.50% CB 5 TYPE I T0P 335.55 8" IE 332.07 (w) 8" IE 332.07 (N) 0p In In r In in - in In rn in Nom',, NI cp N cp / i co <t a0 CO 10 in in j i ` In ti In in In In <o fr3 in 10 +00 340 o o� to Po cr 11+00 2.00% =00% EXISTING GROUND EL CO MAIN DRIVE ISLE ' (TYP) PROPOSED FINISHED GRADE EL 0 MAIN DRIVE ISLE € (TYP) PROPOSED FINISHED G�� 0 DRIVE THRU 1 2+00 -0.25% 30 30o , Dorn - _. . o,..n�. oin c ON VV °in on M �:4[ i W Q a au) 4.1 EXISTING GROUND ©! RIVE THRU (TYP) CB 4 TYPE I TOP_ .335.90 8" IE 332.76 (E) 330...._... DRIVE THRU SCALE: 1 " =213' H, 1 " =5' V CB 5... T E... .OP 335.55 IE 332.07 (W) IE 332.07 (N) :85 1 3+00 N In CO O N ch In O in d fr) 00 In rn O In In ap Pe) in o) In In 1') in in co In rn in in In NI c' In In CO 10 in in N In In CO PO in 5 +00 340 330 CBE 8 TYPE 1 TOP 1334.74 8" I$ 331.75 (W) 8" 1E 331.75 (NE) 8" 15 331.75 (S) 6 +00 EXISTING GROUND (TYP) EXISTING GROUND / \ PROPOSED FINISHED EL (TYP) GRADE EL (TYP) PROPOSED FINISHED GRADE (TYP) 5' -8" ® 0.50X- RE-CAST Ws PRE - SETTLING VAULT OR EQUIVALENT RIM EL 334.94 (N) & 334.87 (S) 320 TOP OF VAULT EL 334.94_ FREEBOARD EL 332.97 IE 331.72 & WQ EL 331.72 SEDIMENT STORAGE EL 326.97 BOTTOM EL 325.97 SEE DETAIL, SHEET UD -01 35' -8" p 0.509, ICB 9 TYPE1 TOP 333.95 8" IE 330.08 (N) 8" IE 330.08 (S) 21-8" 0 0.50% LINEAR GRATE STORMFILTER TOP 334.69 8" IE 331.69 (IN) 8" IE 330.19 (OUT) SEE DETAIL, SHEET UD- 01 -5' -8" ® 0.50% TPRM L UTFALL SC#AL E: 1 H=201 H, l "= 5' V 1J EX CB 7412 RAISE RIM. T.O.. GRADE .. TOP i332.16 12" CONC IE 330.1 (W) 12" ADS 1E 329.9 (E) NEW; 8" IE 329.9 (N) 03 N 1 +00 EXISTING GROUND EL TYP) PROPOSED FINISHED GRADE EL TYP 2 +00 7 +00 340 330 320 340 330 NOTE ALL STORM PIPES TO BE CPEP UNLESS OTHERWISE NOTED. ALL CATCH BASINS TO HAVE STANDARD GRATES UNLESS OTHERWISE NOTED 340 330 0--- 320 1 1 REVIEWED FOR CODAPPR CE dED SEP 202011 City of Tukwila BUILDING DIVISION APPROVED SEP 15 2011 L ity of Tukwila PUBLIC Works oki„ RECEIV CITY OF TUILA SEP 0 7 2011 PERMIT CENTER UNDERGROUND UTILITY NOTE UNDERGROUND U77LI77ES ARE SHOWN IN THE APPROXIMATE LOCATION. THERE IS NO GUARANTEE THAT ALL UTILITY LINES ARE SHOWN, OR THAT 7HE LOCATION, SIZE AND MATERIAL IS ACCURATE. 7HE CONTRACTOR SHALL UNCOVER ALL INDICATED PIPING WHERE CROSSING, INTERFERENCES, OR CONNEC71ONS OCCUR PRIOR TO TRENCHING OR EXCA VA 770N FOR ANY PIPE OR S7RUCTURES, TO DETERMINE ACTUAL LOCA77ONS, SIZE AND MATERIAL. THE CONTRACTOR SHALL MAKE THE APPROPRIATE PROVISION FOR PROTEC770N OF SAID FACILITIES. THE CONTRACTOR SHALL NOTIFY ONE CALL AT 1 -800- 424 -5555 AND ARRANGE FOR FIELD LOCATION OF EXISTING FACILI71ES BEFORE CONSTRUC77ON. I- I SCALE: AS NOTED PE PE t, '1 u IIINGIOUIVEZRAM PROJECT MANAGER: GEOFF E. TAMBLE, PROJECT ENGINEER: GEOFF E. TAMBLE, 111111112114116911101441k.linin DESIGNER: DOMINQUE GABALDON ISSUE DATE .• 9/1/2011 REVISIONS M k Q 2 0 of d .h953 ?AtVISTERF,G\ /ONAL E. r, •v "/" ° Q 4�v� �� /� r� IC I MIll JOB NUMBER: 1 O -DSO SHEET NAME: UP -0Z 8 H 6 OF 9 0 2011 THE BLUELINE GROUP SE 1/4, NW 1/4, SEC 22, TWP 23N, RGE 4E, W.M. 0 . I- INLET BAY I" PIPE E i I -.1-I° A ALTERNATE PIPE LOCATION PIPE A FLOW A PIPE F STORMFILTER CARTIDGE 4" FULL HEIGHT BAFFLE 8' -0" SECTION B -B FLOATABLES BAFFLE nd STORMFILTER CARTRIDGE TRANSFER OPENING ° 4- FLOWKIT TRANSFER OPENING SECTION A -A t he YOT t, ete, .,r- g'�ccc StormFilter* 4" BYPASS WEIR 6' x 8' LINEAR GRATE STORMFILTER DESIGN NOTES • STORMFILTER TREATMENTCAPACITY IS A FUNCTION OF THE CARTRIDGE SELECTION AND THE NUMBER OF CARTRIDGES. THE STANDARD VAULT STYLE IS SHOWN WITH THE MAXIMUM NUMBER OF CARTRIDGES (9). VAULT MAY BE CONSTRUCTED WITH NO SECONDARY FILTRATION BAY, ALLOWING FOR (8) CARTIDGES AND ADDITIONAL INLET PIPE LOCATIONS. CARTRIDGE SELECTION CARTRIDGE HEIGHT 27" 18" LOW DROP RECOMMENDED HYDRAULIC DROP (H) 3.05' 2.3' 1.8' SPECIFIC FLOW RATE (gpm /sf) 2 gpm /ft2 1 gpm /ft2 2 gpm /ft2 1 gpm /ft2 2 gpm/ft2 1 gpm/ft2 CARTRIDGE FLOW RATE (gpm) 22.5 11.25 15 7.5 10 5 PEAK HYDRAULIC CAPACITY CARTRIDGE HEIGHT 27" 18" LOW DROP DEPTH (RIM TO INVERT) 3' 4' 5' 3' 4' 5' 3' 4' 5' PEAK BYPASS CAPACITY (CSF) N/A 4.69 15.97 2.66 12.75 26.99 7.08 19.43 35.33 GRATES AND COVERS (SIZES VARY) N.T.S. SITE SPECIFIC DATA REQUIREMENTS STRUCTURE ID I- WATER QUALITY FLOW RATE (cfs) 0.0805 PEAK FLOW RATE (cfs) 0.63 RETURN PERIOD OF PEAK FLOW (yrs) 2 # OF CARTRIDGES REQUIRED 8 CARTRIDGE FLOW RATE 5 MEDIA TYPE (CSF, PERLITE, ZPG, GAC, PHS) ZPG PIPE DATA: I.E. MATERIAL DIAMETER PIPE A * * * PIPE B 331.69 CPEP 8" PIPE C * * * PIPED * * PIPE E 330.19 CPEP 8" PIPE F * * UPSTREAM RIM ELEVATION 334.69 DOWNSTREAM RIM ELEVATION 334.69 ANTI - FLOTATION BALLAST WIDTH HEIGHT NOTES /SPECIAL REQUIREMENTS: * PER ENGINEER OF RECORD GENERAL NOTES 1. CONTECH TO PROVIDE ALL MATERIALS UNLESS NOTED OTHERWISE. 2. DIMENSIONS MARKED WITH ( ) ARE REFERENCE DIMENSIONS. ACTUAL DIMENSIONS MAY VARY. 3. FOR SITE SPECIFIC DRAWINGS WITH DETAILED VAULT DIMENSIONS AND WEIGHTS, PLEASE CONTACT YOUR CONTECH CONSTRUCTION PRODUCTS REPRESENTATIVE. www.contech - cpi.com 4. STORMFILTER WATER QUALITY STRUCTURE SHALL BE IN ACCORDANCE WITH ALL DESIGN DATA AND INFORMATION CONTAINED IN THIS DRAWING. 5. STRUCTURE SHALL MEET AASHTO HS20 AND CASTINGS SHALL MEET AASHTO M306 LOAD RATING, ASSUMING GROUNDWATER ELEVATION AT, OR BELOW, THE OUTLET PIPE INVERT ELEVATION. ENGINEER OF RECORD TO CONFIRM ACTUAL GROUNDWATER ELEVATION 6. FILTER CARTRIDGES SHALL BE MEDIA - FILLED, PASSIVE, SIPHON ACTUATED, RADIAL FLOW, AND SELF CLEANING. RADIAL MEDIA DEPTH SHALL BE 7- INCHES. FILTER MEDIA CONTACT TIME SHALL BE AT LEAST 39 SECONDS. 7. SPECIFIC FLOW RATE IS EQUAL TO THE FILTER TREATMENT CAPACITY (gpm) DIVIDED BY THE FILTER CONTACT SURFACE AREA (sq ft). INSTALLATION NOTES 1. ANY SUB -BASE, BACKFILL DEPTH, AND /OR ANTI - FLOTATION PROVISIONS ARE SITE - SPECIFIC DESIGN CONSIDERATIONS AND SHALL BE SPECIFIED BY ENGINEER OF RECORD. 2. CONTRACTOR TO PROVIDE EQUIPMENT WITH SUFFICIENT LIFTING AND REACH CAPACITY TO LIFT AND SET THE STORMFILTER VAULT (LIFTING CLUTCHES PROVIDED). 3. CONTRACTOR TO INSTALL JOINT SEALANT BETWEEN ALL VAULT SECTIONS AND ASSEMBLE VAULT. 4. CONTRACTOR TO PROVIDE, INSTALL, AND GROUT PIPES. MATCH OUTLET PIPE INVERT WITH OUTLET BAY FLOOR. 5. CONTRACTOR TO TAKE APPROPRIATE MEASURES TO PROTECT CARTRIDGES FROM CONSTRUCTION - RELATED EROSION RUNOFF 6. CONTRACTOR TO REMOVE TRANSFER HOLE COVERS PRIOR TO PLACING SYSTEM ONLINE. "._\i/J1.1111111MINILJI® 0-i101-1 i Wain 9025 Centre: Pointe Dr.: Suite 400, West Chester. OH 45066 80(1-338-1122 513- 645 -7000 513 -645 -7993 FAX 6' x 8' LINEAR GRATE STORMFILTER STANDARD DETAIL 2" MIN. 6" MAX. 5" STORTZ" 18" FIRE HYDRANT TO BE PAINTED WITH TWO COATS OF FARWEST PAINT, CASE YELLOW, #X -3472. HYDRANTS ARE TO EQUAL MUELLER #A- 24015, OR MUELLER A -423. HYDRANTS SHALL CONFORM TO A.W.W.A. SPECIFICATIONS C 502 -54; SHALL BE COMPRESSION TYPE AND SHALL HAVE A TWO PIECE BREAKING FLANGE MTH BREAKING THIMBLE AT THE GROUND UNE OR STEM; SHALL HAVE A SELF -OIUNG DRY BONNET WITH FACTORY FILLED RESERVOIR HOLDING APPROXIMATELY 8 OUNCES OF OIL. OIL RESERVOIR SHALL BE SO DESIGNED AS TO GIVE A COMPLETE LUBRICATION OF STEMS EACH TIME THE HYDRANT IS OPERATED. THE UPPER STEM SHALL HAVE A BRASS SLEEVE. SIDEWALK PER TUKWILA /SEATAC/ KING COUNTY STANDARDS CURB do GUTTER FINISHED PAVEMENT. y-- SEE VALVE BOX DETAIL \ ^:TI- N SD CFI -'•DR A'JT li" VIA 12" MIN 2 MIN "t° MIN. TO RL 11 .I NC, -- 12' fci N 6' RESIDENT WEDGE GATE VALVE PROVIDE THRUST BLOCK CAST IRON TEE (CEMENT LINED -MJXMJ X . PLAN VIEW 1/2 YD. PEA GRAVEL OR WASHED ROCK ( 3/B" TO 3 ") UNDISTURBED SOIL NOTES: CONE. BLOCKING DIM. 1'X1'X3" 6" DIA. DUCTILE IRON PIPE PROVIDE SHACKLE RODS OR MEGALUGS PER LOCAL JURISDICTION 2 -3/4 ASPHALT COATED STEEL SHACKLE ! �% RODS. SEE BLOCKING r DETAIL UNDISTURBED FLANGE JOINT SOIL " _E° II h1.2L■ Fl P..1, DOWN ELBOW 33° 45° BEND A. HYDRANTS SHALL BE EQUIPPED WITH TWO 2 1/2" N.S.T. HOSE PORTS AND ONE 5" STORTZ PUMPER DISCHARGE PORT, AND SHALL HAVE A 1 1/4" PENTAGON OPEN -LIFT OPERATING NUT. HYDRANTS SHALL HAVE A 6" M.J. BOTTOM CONNECTION AND 5 1/4" MAIN VALVE OPENING, AND SHALL HAVE 18" ABOVE GRADE LEVEL TO THE CENTER OF THE PUMPER DISCHARGE PORT. B. WHERE NO CURB & GUTTER IS INSTALLED, FIRE HYDRANT SHALL BE LOCATED (IN RELATION TO STREET CENTER UNE) CLOSE TO PROPERTY UNE. C. HYDRANT INSTALLATIONS TO BE PER THIS STANDARD PLAN AND REQUIREMENTS OF TUKWILA MUNICIPAL CODE 14.24 AND CITY ORDINANCE OR CITY OF SEATAC REQUIREMENTS. + 4Y " NST CITIES OF SEATAC AND TUKWILA 434" SST KING COUNTY END VIEW SIDE VIEW NOTES: 1. DESIGN FOR 4" THRU 10" DDCV. I STD. DETAIL No. S COMPACTED FOUNDATION GRAVEL UNDER VAULT MATERIAL LISTING: 2' 0" INLET PIPE 16' -11" 6' 53" Ir as- 2' 0" (3) - No. 24 x 4 Castings (Bolt -Down and Gasketed) 24" Dia. Clear Access 2" Vent Term-A-Duct J A (4) - 8 -Ton Lift Anchors Butyl Resin Sealant 8" OUTLET PIPE 24" DIA CLEAR ACCESS RIM 334.95 PLAN VIEW Risers as Required 24" DIA CLEAR ACCESS RIM 334.87 I-w SECTION VIEW A -A I No 8E� Notes: Designed in accordance with ASTM C 890 for AASHTO HS20 -44 vehicle loading. Maximum allowable DFUs (Draninage Fixture Units) = 576 Contractor to Leak Test per IAPMO /ANSI Z1001 -2007 Section 5.1.1. REVIEWED FOR CODE COMPLIANCE APPROVED SEP 2 0 2011 City of Tukwila BUILDING DIVISION PRE -CAST WATER QUALITY PRE - SETTLING VAULT (OR EQUIVALENT) B' WIDE x 1 6' LONG x 7' DEEP (MIN) SCALE: 1"=50' 1. 3/4" SHACKLE RODS WITH STAR BOLTS AND ASPHALT EMULSION COATING. 2. 4" MIN. D.I. CLASS 52 PIPE. 3. PRECAST CONCRETE VAULT WITH HINGED STEEL PLATE COVER, DIMENSION TO VARY WITH SIZE OF ASSEMBLY. 4. O.S.H.A, APPROVED LADDER IF OVER 30" DEEP, 5. PIPE SUPPORT STAND UNDER EACH CHECK VALVE. 6. COPPER OR BRONZE BYPASS WITH AN APPROVED DCVA AND 3/4" WATER METER. 7. APPROVED DCVA IN MAIN LINE WITH TWO RESILIENT SEATED SHUTOFF VALVES AND TEST COCKS. 8. 10', B ", 6" OR 4" COUPLING ADAPTER, FL. 9. 10". B ". 6' OR 4" FL•PE D.I. CLASS 62 PIPE LENGTH TO FiT. 10. GROUT INTERIOR AND EXTERIOR ALL AROUND PIPE USING NON - SHRINK GROUT. 11. 10 ", 8 °, 6" OR 4" GATE VALVE FL'MJ WITH POST INDICATOR VALVE. 12. FLANGE TEE ASSEMBLY SIZED ACCORDINGLY. 13. FLANGED 90° BEND. 14. 4° OR 6" D.I. CLASS 52 PIPE FL`FL. 15. 4" OR 6" 90° BEND FL. 16. 4" OR 6' D.I. CLASS 52 PIPE, FL •FL. 17. 6" 90° BEND, FL. 18. UL LISTED 5" STORTZ CONNECTION WITH 30° OR 45° ELBOW. 19. 6" DJ. CLASS 52 PIPE LENGTH AS REQUIRED FLANGE • THREADED P.E. 20. 6" 90° BEND FL. 21. SWING TYPE GRAVITY OPERATED CHECK VALVE WITH BALL DRIP VALVE TO BE INSTALLED HORIZONTALLY. DETECTOR DOUBLE CHECK AND VAULT ASSEMBLY GENERAL NOTES: FRAME & GRATE APPROVED SEP 15 2011 ;Ity of Tukwila PUBLIC Works LoW111/1/► / /Y /2/V,/ / v<!/ .> / \XX 1/ //: 2 -12" RISERS MIN. 5: 1. MAX. OUTLET PIPE DIAMETER IS B INCHES. VERTICAL RISER SECTION SHALL BE ALIGNED PLUMB VERTICALLY. HORIZONTAL RISER �h SECTION SHALL MATCH OUTLET PIPE SLOPE. STRAP TO WALL 4" MAX. TYPE 1 -P BASE UNIT SEE APPLICABLE STANDARD DETAILS. CONFORMS TO WASHINGTON STATE APWA /WSDOT STANDARD SPECIF ICATIONS AND STANDARD PLAN. 1. BACKFLOW PREVENTORS SHALL BE APPROVED BY DEPARTMENT OF HEALTH. 2. SIZE VAULT BASED ON SIZE OF APPARATUS AND MEETING MINIMUM CLEARANCES. 3. A SEPARATE DETAIL PLAN FOR VAULT INSTALLATION AND SPRINKLER LINE MUST BE SUBMITTED AND APPROVED BY THE FIRE MARSHALL PRIOR TO INSTALLATION. 4. MINIMUM APPARATUS SIZE SHALL BE 4 ". 5. VAULT SHALL BE SEALED TO PREVENT WATER LEAKAGE. 6. LADDERS SHALL BE REQUIRED WHEN DEPTH FROM TOP OF LID TO FLOOR OF VAULT EXCEEDS 30 ". INSTALLATION OF ALL LADDERS SHALL BE IN COMPLIANCE TO O.S.H.A. 7. LOCATE VAULT IN PLANTING AREA AND NOT IN PAVING AREA, UNLESS APPROVED BY THE ENGINEER. 8. FITTINGS SHALL BE IN ACCORDANCE WITH ALL APPLICABLE REQUIREMENTS OF ANSVAWWA C110IA21.10 AND CEMENT LINED (SEE APWA & AW WA). 9. PIPE SHALL BE DUCTILE IRON MEETING ANSI A21.51, CL52 & CEMENT LINED. 10. TEMPORARY SUPPORT SHALL BE PROVIDED UNDER VALVES AT THE TIME OF INSTALLATION. AFTER COMPLETE INSTALLATION INSTALL PERMANENT PIPE SUPPORT STAND. 11. PROVIDE BALL DRIP VALVES ON F.D.C. CHECK VALVE ASSEMBLY OR AT BOTTOM OF F.D.C. RISER. 12. FIRE DEPARTMENT CONNECTION TO BE PROVIDED WITH ONE (1) 5" STORTZ CONNECTIONS AND TWO 30' OR 45° ELBOWS. 13. ALL UNDERGROUND PIPING TO BE INSPECTED, FLUSHED, AND PRESSURE TESTED IN THE PRESENCE OF AN INSPECTOR PRIOR TO COVER AND CONNECTION TO THE OVERHEAD SYSTEM. 14. UPON INSTALLATION, BACKFLOW PREVENTION ASSEMBLIES ARE TO BE TESTED BY A CERTIFIED TESTER AND ALL TEST -COCKS ARE TO BE PLUGGED AFTER THE TEST. THEREAFTER, ANNUAL TESTS SHALL BE PERFORMED AT OWNERS EXPENSE, AND COPIES OF TEST RESULTS SHALL BE PROVIDED. 15. CONCRETE VAULT SHALL HAVE ONE 4' X 4' OR TWO 3' X 3' STEEL HINGED DOORS. 16. BACKFLOW PREVENTION VALVES AND POST OR WALL INDICATING VALVES SHALL BE PROVIDED WITH UL CENTRAL STATION TAMPER SUPERVISION. NOT TO SCALE NOT TO SCALE PACE An Sawa Inas Mime Engineering Planning Surveying Consulting FIRE HYDRANT ASSEMBLY DETAIL *LOT DATE ',7/25/C5 'LOT SCALE DRAWN DE5 G1 CFECKED I DIST+ICT APPROeED PC_ DSMJ<DS FILE 'ANTE DATE A-PP.CVED \535 \95162 \CA :A5162DT3 King County Water District No. 125 City of Tukwila CROSS CONNECTION CONTROL DETECTOR DOUBLE CHECK VALVE & VAULT WS -15 1 OF 2 REVISION #1: 08.03 City of Tukwila CROSS CONNECTION CONTROL DETECTOR DOUBLE CHECK VALVE AND VAULT WS •15 2OF2 APPROVAL: B. SHELTON REVISION #1: 08.03 LAST REVISION: 08.04 APPROVAL: B. SHELTON 4- CATCH BASIN W/ DOWNTURN ELBOW SCALE: 1"--.2' 2. ALL METAL PARTS AND SURFACES MUST BE CORROSION RESISTANT. STEEL HARDWARE SHALL BE GALVANIZED. PIPES SHALL BE GALVANIZED, ASPHALT COATED (TREATMENT 1) OR ALUMINIZED. COMPLETE CORROSION PROTECTION MUST BE ASSURED. 3. APPLY NON - SHRINK GROUT TO INSIDE AND OUTSIDE OF ALL JOINTS. RINGS. RISERS AND FRAMES. 4. PENETRATE CARRIER PIPE THROUGH -WALL. N 5. USE APPROVED WATERTIGHT STRUCTURE ADAPTOR. 6. SUP SMOOTH -BORE HORIZONTAL LEG OF FLOW CONTROL TEE INSIDE CARRIER PIPE. 7. NO FLOW CONTROL JOINT OUTSIDE OF STRUCTURE. CITY OF TULA SEP 072011 PERMIT CENTER NOTE VAULT LIDS MUST BE DESIGNED TO WITHSTAND A POINT LOAD OF 45,000 LBS. DUE TO THE MAXIMUM REACTION WHICH MAY OCCUR AT A STABILIZER OUTRIGGER. THIS LOAD MUST BE APPLIED ON AN 18X18 -INCH AREA (2.25 SF) AND ALSO APPUED AS AN UNFACTORED LOAD ON A 10X14 -INCH AREA (1.0 SF UNDERGROUND UTILITY NOTE UNDERGROUND U77LI77ES ARE SHOWN IN THE APPROXIMATE LOCATION. THERE IS NO GUARANTEE THAT ALL U77LITY LINES ARE SHOWN, OR THAT THE LOCATION, SIZE AND MATERIAL IS ACCURATE THE CONTRACTOR SHALL UNCOVER ALL INDICATED PIPING WHERE CROSSING, INTERFERENCES, OR CONNECTIONS OCCUR PRIOR TO TRENCHING OR EXCAVA770N FOR ANY PIPE OR STRUCTURES, TO DETERMINE ACTUAL LOCATIONS, SIZE AND MATERIAL. THE CONTRACTOR SHALL MAKE THE APPROPRIATE PROVISION FOR PRO1 EC170N OF SAID FACILITIES THE CONTRACTOR SHALL NO7TFY ONE CALL AT 1- 800 - 424 -5555 AND ARRANGE FOR FIELD LOCATION OF EX/S77NG FACILITIES BEFORE CONSTRUC710N. I- SCALE :: AS NOTED PE 1liL -i4- .., ,:;, PROJECT MANAGER: GEOFF E. TAMBLE, PROJECT ENGINEER: GEOFF E. TAMBLE, PE DESIGNER: DOMINQUE GABALOON ISSUE DATE :: 9/1/2011 REVISIONS )- m W I- Q 0 0 Z F OP 'O • `4 /ONAL E. T. Zi:. '�G \' � </ r /,f� 953 / S T ERC,E M /II JOB NUMBER: 1 O -080 SHEET NAME: LI D-O 1 . SHT 7 OF 9 3 0 0 ao a°i p 0 a O k CO b Aao ES N k Q! N ® 2011 THE BLUELINE GROUP 340 330 320 340 330 320 SE 1/4, NW 1/41 SEC 22, TWP 23N, RGE 4E, W.M. PROPOSED FINISHED GRADE (TYP) EXISTING GROUND (TYP) 340 330 co QS 0 eF co co O op N tl (o O O� w .� a0 in NI In N in in to rn In N in in op In rn M NO in rn to PROPOSED FIN /SHED GR44DE (TYP) EXISTING GROUND (TYP) SEC B -B SCALE: 1 "_ .'ZO' 'H, 1 "_ 5' N op to p 2 co N oo v p lei ?i,;:. d S in in rn NO in In tn n In n In 340 340 330 330 320 320 III -I'1� PROPOSED FINISHED GRADE (TYP) ` EXISTING GROUND (TYP) SEC C -C SCALE: 1 " =20' H, 1 " =15' V h M 0 340 330 320 REVIEWED FOR CODE COMPLIANCE APPROVED SEP 2 0 2011 City of Tukwila BUILDING DIVISION APPROVED SEP 15 2011 City of Tukwila PUBLIC Works CITY OF TULA SEP 0 7 2011 PERMIT CENTER UNDERGROUND UTILITY NOTE UNDERGROUND U77LI77ES ARE SHOWN IN THE APPROXIMATE LOCA770N. THERE IS NO GUARANTEE THAT ALL UTILITY ONES ARE SHOWN, OR THAT 774E LOCA77ON, SIZE AND MATERIAL IS ACCURATE 774E CONTRACTOR SHALL UNCOVER ALL INDICATED PIPING WHERE CROSSING, INTERFERENCES, OR CONNEC77ONS OCCUR PRIOR TO TRENCHING OR EXCAVATION FOR ANY PIPE OR STRUCTURES, TO DETERMINE ACTUAL LOCATIONS, SIZE AND MATERIAL. THE CONTRACTOR SHALL MAKE THE APPROPRIATE PROVISION FOR PROTECTION OF SAID FACILI77ES. 774E CONTRACTOR SHALL NO77FY ONE CALL AT 1- 800 -424 -5555 AND ARRANGE FOR FIELD LOCA77ON OF EXIS77NG FACIU77ES BEFORE CONS7RUC77ON. r- Obir I SCALE :: AS NOTED PE lei ?i,;:. d S PROJECT MANAGER: GEOFF E. TAMBLE, PROJECT ENGINEER: GEOFF E. TAMBLE, Nuessmow PE NENINSINOWAV4 DESIGNER: DOMINQUE ISSUE DATE :: 9/1/2011 REVISIONS I- I 0 E. T. •4t953 / ,: " I S T ERA' G /ONAL `�' ' M //I JOB NUMBER: 1 O -OBO SHEET NAME: XS-t3 1 SHT a-- B OF 9 ® 2011 THE BLUELINE GROUP EX WATER METER 2 \I? PR "OSE EXTRUDED - CURB ON :TOP: :0 : • 1S; CA.SPHALT.:TO :BLEND.AT T. :4 7 P• ERl pap :T•HE :EX /STTNG :CURB: : PROPOSED TEMPORAR /j :: : • A$PHAL T: SIDEWALK: , t CONNECT rO .EX /STING :: �. SE 1/4, NW 1/4, SEC 22, TWP 23N, RGE 4E, W.M. :EXC8,7066 :RAISE RIM TO GRADE TOP: 334.80 12 CONC IE 330.1 (N) 12 C©NE IE 330.0 (S) NEW :12 " IE 330.10 (W) :..(IF :D■MAGED, THE CB : :WILD: BE REPLACED WITH CURRENT STANDARD :CATCH :BASIN) • PROPOSED EXTRUDED CURB ON TOP OF EXISTING ASPHALT TO BLEND AT `A TAPER INTO THE EXISTING CURB SCALE: 1" = 20' �.:.,. ::.: : ::: . 3S G _ EX CB #7175 TOP 335.14 12" CONC IE 331.4 (N) 6" CONC IE 332.2 EX SSMH #7146 RIM 337.76 8" IE 328.7 (N, S) (CENTER CHANNEL) 8" PVC 329.4 (E) , i ,, :44.(N; (CENTER CHANNEL) 5D0 P -OT" 134-00 10 20 40 EX CB ; 7128 TOP 335.38 12" CONC IE 330.0 (N) 12" CONC IE 329.9 (S) MILITARY ROAD -w - - - -w -- -w EX CB #7174 TOP 334.97 12" CONCIE 331.3 (N) 12" CONC IE 331.3 (S) 340 330 EXISTING GROUND 10 ROW (TYP 11+21.00, 18.87' LT 114-46.31, 17.00' LT END EXTRUDED CURB & ASPHALT SIDEWALK BEGIN CURB, GUTTER & CONCTE7E SIDEWALK BEGIN EXTRUDED CURB & ASPHALT SIDEWALK 12 +49.61. 17.00' LT END CURB, GUTTER BEGIN EXTRUDED CURB 12+73.92, 19.65'LT END EXTRUDED CURB & CONCRETE SIDEWALK EX CB ; 7175; TOP 335.14 12" CONC IE 331.4 (N) 12" CONC IE 331.4 (S) 6" CONC IE 332.2 (NE) EX CC ; 7174 TOP 434.97 12" CNCIE 331.3 (N) 12" CPNC IE 331.3 (S) rn N rn I EXISTING 12" CONC STORM DRAIN4GE (TYP) CB 1 TYPE I :.:.:._...:.:,.. TOP 335.99 12" IE 332.49 (E) -11' -12" ® 13.64% CB 2 TYPE I 12" IE 330.99 (N) 12" lE 330.99 (S) 12" IE 330.99 (W) EX CB #7127 RAISE RIM TO GRADE TOP 335.44 12" CONC lI 330.5 (N) 12" CONC l 330.5 (S) 0 O EXIST NG GROUND ® SAIWCUT (TYP p Y�o !Si 'OD CO tt p; 2 „W �2WC3 W C9W co (/)1=7. �40T --0=327r - . PROPOSED GRADE (TYP) OF CURB TYP PROPOSED GRADE ® FLOWLINE (TYP) C: 3 TYPE 1 TO. 335.50 12" IE 332.50 (E) 13' - -12" 0 18.46% EXISTING GROUND EL CO RQW Q (TYP) MILITARY RD SCALE: 1 '1= 2 0' H, O O co O co M " =5' V N EX C8 ; 7066 RAISE RIM TO GRADE TOP 334.80 12" CONC IE 330.1 (N) 12 " CONC IE 330.0 (S) NEW 12'1E 330.10 (W) °: (1rD,4MAGED, ...:THE- CB,.r WILL BE REPLACED W1774 A CURRENT STANDARD CATCH BASIN) EXISTING GROUND EL f SAWCUT (TYP) rn rn of N cci N M M b its 17+00 PROPOSED GRADE EL 0 TOP OF CURB (TYP) PROPOSED GRADE EL 72+00 ® FLOWLINE TYP 350 340 330 4.5' 8' SIDEWALK 3' 0.5' - 2% 4" CEMENT CONCRETE SIDEWALK CEMENT CONCRETE VERTICAL CURB AND GUTTER SAWCUT EX ASPHALT 2% Q 11.5± EX CONCRETE 2" MIN HMA (CLASS V2 4" MIN HMA (CLASS 3/4" OR 1") OR APPROVED EQUAL SECTION A -A SCALE 1"=5' REVIEWED FOR CODE COMPLIANCE APPROVED SEP2 2011 City of Tukwila BUILDING DIVISION APPROVED SEP 15 2011 :amity of Tukwila PUBLIC Works 0 CmOFTUKWILA SEP 0 7 2011 tNel PERMIT CENTER UNDERGROUND UTILITY NOTE UNDERGROUND U71LI71ES ARE SHOWN IN THE APPROXIMATE LOCATION. THERE IS NO GUARANTEE THAT ALL UTILITY LINES ARE SHOWN, OR THAT 7HE LOCATION, SIZE AND MATERIAL IS ACCURATE THE CONTRACTOR SHALL UNCOVER ALL INDICATED PIPING WHERE CROSSING, INTERFERENCES, OR CONNECT7ONS OCCUR PRIOR TO TRENCHING OR EXCAVATION FOR ANY PIPE OR STRUCTURES, TO DETERMINE ACTUAL LOCATIONS, SIZE AND MATERIAL. 7HE CONTRACTOR SHALL MAKE 7HE APPROPRIATE PROVISION FOR PROTECTION OF SAID FACILI77ES 71,1E CONTRACTOR SHALL NOTIFY ONE CALL AT 1- 800 -424 -5555 AND ARRANGE FOR FIELD LOCATION OF EXIS7ING FACILITIES BEFORE CONSTRUCTION. 10" 6• *TOP OF UP AT DRIVEWAYS s 2 1/2" 5" 2 1/2_ MIN. SCALE :: AS NOTED i 3 Q W 2' -0" * *TO CONFORM TO CROWN SLOPE OR 0.02 FT./FT. - -1.5• c PROJECT ENGINEER: GEOFF E. TAMBLE, PE 10" ISSUE DATE 9/1/2011 M IRs1" VARIES ;;34.5. ; ? ;1,iej s 0.02 Fc /Fr ;; I I I EXTRUDED ASPHALT OR CEMENT MOUNTABLE CEMENT CONCRETE CURB CONCRETE CURB 3'5 10" 2• CURB EXPANSION JOINT 8• EXPANSION JOINT 3 1/2" ; -I I- 0.02Ff•./FT. I 5" 0.02 FT. /FT. I- Q 0 • 'F <t. , • .� ? :':. ,e,..• ''r.,1'; '~ • '` �••• • ' •• •• : .. 4w . to * 0.02 •2 *. • m 0.05 Fr./FT. 2 w , �.' :'i CONCRETE ro SHEET NAME: FI -0 1 , ... ': .`i: -: .f . " - •• ' r'+ ' -'S' ' CEMENT CONCRETE SIDEWALK '.:■;• O SIDEWALK 12" OPTIONAL FOR 1'-6" 2' -0" INTEGRAL POUR * NOT TOP OF UP AT DRIVEWAYS. CEMENT CONCRETE ROLLED CURB CEMENT CONCRETE CURB & GUTTER NOTES: 1. SEE SEC. 3.04 K.C.R.S. FOR JOINT REQUIREMENTS. 2. ROLL GUTTER TO MATCH POSITIVE SUPERELEVATION. 3. SEE DRAWING NO. 1 -006 FOR CONFIGURATION OF FILL & WALKWAY BEHIND CURB IF REQUIRED. 4. FOR INTEGRAL POUR CONSTRUCTION, 1/4" EDGED GROOVE MAY REPLACE EXPANSION JOINT AT INTERFACE BETWEEN THE CURB AND ADJACENT SIDEWALK. 5. SEE SEC. 3.03 FOR EXTRUDED CURB ANCHORAGE. QIMO COUNTY PUBLIC WORKS KING COUNTY, WASHINGTON CURB D ETA I LS DWG. NO. 3 -002 4.5' 8' SIDEWALK 3' 0.5' - 2% 4" CEMENT CONCRETE SIDEWALK CEMENT CONCRETE VERTICAL CURB AND GUTTER SAWCUT EX ASPHALT 2% Q 11.5± EX CONCRETE 2" MIN HMA (CLASS V2 4" MIN HMA (CLASS 3/4" OR 1") OR APPROVED EQUAL SECTION A -A SCALE 1"=5' REVIEWED FOR CODE COMPLIANCE APPROVED SEP2 2011 City of Tukwila BUILDING DIVISION APPROVED SEP 15 2011 :amity of Tukwila PUBLIC Works 0 CmOFTUKWILA SEP 0 7 2011 tNel PERMIT CENTER UNDERGROUND UTILITY NOTE UNDERGROUND U71LI71ES ARE SHOWN IN THE APPROXIMATE LOCATION. THERE IS NO GUARANTEE THAT ALL UTILITY LINES ARE SHOWN, OR THAT 7HE LOCATION, SIZE AND MATERIAL IS ACCURATE THE CONTRACTOR SHALL UNCOVER ALL INDICATED PIPING WHERE CROSSING, INTERFERENCES, OR CONNECT7ONS OCCUR PRIOR TO TRENCHING OR EXCAVATION FOR ANY PIPE OR STRUCTURES, TO DETERMINE ACTUAL LOCATIONS, SIZE AND MATERIAL. 7HE CONTRACTOR SHALL MAKE 7HE APPROPRIATE PROVISION FOR PROTECTION OF SAID FACILI77ES 71,1E CONTRACTOR SHALL NOTIFY ONE CALL AT 1- 800 -424 -5555 AND ARRANGE FOR FIELD LOCATION OF EXIS7ING FACILITIES BEFORE CONSTRUCTION. 111E 1 SCALE :: AS NOTED PE sa Aka tiLI, '•. :. :1,., •:�' PROJECT MANAGER: GEOFF E. TAMBLE, PROJECT ENGINEER: GEOFF E. TAMBLE, PE DESIGNER: DOMINQUE GABALDON ISSUE DATE 9/1/2011 REVISIONS CO I- Q 0 0 2 F E. r O /► .953 _,<c/ E, � ' / S T ER C, /ONAL ' 9// /// JOB NUMBER: 1 O -OBO SHEET NAME: FI -0 1 SHT 9 OF 9 • W ►�,' '��_ \.��I���i\ __ III `�'i�r1�� \ `j / i 1 - t,�1`� � o\ I ��. ® ®����r�l�`: ���:.:�i►�` ©�� ©fir L ",� L ua�, =e III �► 20 ^09 NOW T t ide la buflIMPIF Ty- with sight— obscuring fence I.44 Igillry IWO °: LANDSCAPE PLANTING PLAN SCALE: 1" = 20'— AL G \E 3 WIT SLRV -Y LANDSCAPE IRRIGATION PLAN SCALE: 1" = 20'— AL G \ED WITH SLRVEY i c t obscurrn• fence landscape buffer sigh - = Type —II side " -2 .1 i 203.31' \ 88 ^09'19" W 5' Type —II side landscape buffer , with sight— obscuring fence 10.44 a' Af/ PLANT LIST symbol botanical /common name TREES O Acer palmatum 'Sango Kaku' /Coral —bark 1 Japanese Map e Acer rubrum 'Bowhall' /Bowhall Red Maple 19 Fraxinus pennsylvanica 'Cimmzam'/ 7 l Cimmaron Ash Pyrus calleryiana 'Glenn's Form'/ 6 Chanticleer Flowering Pear SHRUBS A Abelia grandiflora 'Edward toucher'/ Edward toucher . Abelia 52 Au Arbutus unedo 'Compacta' /Compact Strawberry —tree 5 B Berberis verruculosa /Warty Barberry 37 C Choysia ternata/Vexican—orange 5 D Escallonia 'Newport Dwarf' 31 E Euonymus alatus 'Compacta' /C. Winged E. 9 L o Festuca glauce 'Elijah Blue' /E.B. Fescue 34 Hebe Autumn Glory 30 Ivahonia aquifolium 'Compacta' /Compact Oregon —grape 47 N Nandina domestica' 'Compacta' /Compact Heavenly— bamboo 25 Nassella tenuissima /Mexican Feather Grass37 0 Osmanthus delavayi /Delavay Osmanthus 29 P Prunus laurocerasus 'Mount Vernon'/ Mount Vernon Laurel . 12 GROUNDCOVER — plant in triangular pattern Arctostaphylos uva— ursi / <innikinnick 1,500 Rubus rolfei (aka R. pentaloba quant. r Q Wisteria sinensis; blue wisteria vine on trellis size /root /spacing /remarks in., B &B, specimen form in. B &B, 20' o.c., clear k to ' ht., full min., B &B, 30' o.c., clear to �' ht., full min., B &B, space as shown, t nk to 6' ht., ful 8" ht. min, 4' o. c., fu 8" ht. min, 4' 8" ht. min, 4' 8" ht. min, 4' 5" ht. min, 3' 8" ht; min, 4' gal. c (tn min, 5 sp. (Orlin, 2' o.c., fu o.c., fu o.c., fu o.c., fu o. c., fu 2' o.c., full o.c., full 5" ht. min, 3' o.c., full 5" ht. min, 3' gal, cOn min, 8 ht. min, 4' o.c., full 2' o.c., full o.c., full 5" spt. min, 3' o.c., full ga 1c 24" o.c. ••••p•• 4" pots, 18' o.c. veet all the requirements of the City of Tukwila. 2 It is the landscape contractor's responsibilty to determine quantities. If discrepancy occurs between the plant list and the plan, the greater number shall be used. 3. An automatic irrigation system shall be designed andinstalled with 100% coverage. Overwatering shall be avoided. Place the deduct water adjacent to the domestic water meter. The system shall include an automatic rain shut —off device. 4. In all planting areas, remove 18" of existing soil under the demolished asphalt and replace with topsoil or 3 —way mix in 6" lifts and compacted to 85 %. Soil or soil mix to contain mycorrhizae strains. IRRIGATION SCHEDULE RRIGATION WATER METER ® 1 irrigation water meter connect to water service ine adjacent to domestic water meter TIE —IN ASSEMBLY 1" Febco 850 double check valve assembly [" quick coupler for winterization CONTROLLER *Rain Bird 10— Station Smart Modular Controller with 2 ESP —smt3 expansion modules not shown — locate as directed in Building I wireless rain shutoff integregal part of controller — if other controller used add wireless Rain Check device Z E VALVES 1" Rain Bird Electric Valves — 100 —PEB 0 ESP —SMT4i PIPE — — — 1 \" Schedule 40 PVC main ine pipe looped arounc site 1" Schedule 40 PVC lateral pipe Sleeves Schedule 40 PVC under all pavement (not shown) place bare copper wire in all sleeves 2 wire sleeve (not shown) under all pavement, where main ine not present anc through walls HEADS — 180^ ( -) unless indicated Q =90^, T= 120 ^, . F =360 ^, V= variable ang e 6" pop —ups O Rain Bird 8 Spray — 1206 -8x —PCS • Rain Bird 10' Spray — 1206 -10x —PCS • Rain Bird 12' Spray — 1206 -12x —PCS • Rain Bird 15' Spray — 1206 -15x —PCS Operational Data 1. DRAWING IS DIAGRAMETIC. Common ditch where possible. 2. Verify avail able pressure 3. Use triple swing joints. Provide 100% coverage. 4. Run 2 extra wires to furthest zone valve 5. It is the Contractor's responsibility to determine quantities and to conform to all the requirements of governing agencies. STAKING PLAN 'PO TREE STAKES TIES TREE WIRE OR TIES TYPICAL ALL PLANTS PLANTING '.PIT TWO TIMES SIZE OF ROOT BALL • PRUNE ALL DISEASED AND BROKEN BRANCHES • PLANTING SOIL MIX TO BE 2/3 TOPSOIL, 1/3 ORGANIC MATTER • ESTABLISH 3' DIAMETER TREE AND SHRUB BASINS IN BEDS FOR ALL TREES 1/2" BLACK HOSE W/ 2 STRAND 12GA TWISTED WIRE OR CHAINLOCK TREE TIES A2) 3- 2 "X2 "X8' -0" STAKES SECURELY DRIVEN INTO GROUND 2" MULCH IN BASINS & BEDS TREES I l �I COMPACTED PLANTING SOIL MIX 9" TAMPED PLANTING SOIL MIX UNGLAZED PLANT PIT SURFACE SHRUBS TYPICAL PLANTING DETAILS NOT TO SCALE Zone Data zone gpm qcv 1 19.2 no 2 17.6 yes 3 19.3 no 4 18.2 yes 5 19.1 no 6 17.4 yes 7 19.6 yes 8 20.1 no 9 19.8 no REVIEWED FOR CODE COMPLIANCE APPROVED SEP 2 0 2011 City of Tukwila BUILDING DIVISION NOTE THE IRRIGATION DRAWINGS ARE DIAGRAMATIC. FOR CLARITY, PIPES, HEADS AND /OR VALVES MAY BE SHOWN IN PAVED AREAS. ALL THE VALVES, HEADS AND PIPES SHALL BE WITHIN THE PLANTED AREAS UNLESS CROSSING PAVED AREAS. THE VALVES AND CROSSING LOCATIONS SHOWN ARE AS CLOSE TO THEIR "REAL" POSITIONS AS IS POSSIBLE WITHIN THE CONSTRAINTS OF THE DRAWINGS. ALL PIPES UNDER PAVEMENTS SHALL BE SLEEVED. ciTVOFTUAuA SEP o7 2011 PERMIT CENTER 9 -7 -2011 REVISE EAST BUILDING PLANTER DATE _ REVISIONS Taco Time Restaurant 15037 Tukwila International Blvd Tukwila, WA H.G. Kimura Architect, PLLC E -MAIL: hgkimura @comcast.net Tel 425.766.5000 Fax 425.271.2383 18012 W. Lake Desire DR. SE Renton, WA 98058 DATE: 6 -16 -2011 J/i JOB NO.10 -20. 7 i VICINITY MAP NORTH i i i i r) 0 1 "1/ 2 9 ) X SS so L SS SS FOUND REBAR & CAP "CRONES 29537" 0.2' NORTH AND 0.6' WEST OF PARCEL CORNER 0 0 SS 0 CK CHAINLINK FENCE FOR ENURE NORTH PROPERTY Cool) i i i i 1 SITE PLAN NORTH 0' 5' 10' 20' »iii -���. kCf Af tcf %L.ti Lti &z..y �o �w REVIEWED FOR CODE COMPLIANCE APPROVED SEP 2 0 2011 City of Tukwila BUILDING DIVISION APPROVED SEP 15 2011 City of Tukwila PUBLIC Works so cmMEMnw SEP 0 7 2011 PERMIT CENTER CORRECTION L7R #_2-- SITE NOTES: CODE INFORMATION: EXISTING USE: ZONE: TYPE OF CONSTRUCTION: OCCUPANCY GROUP: ALLOWABLE AREA: ACTUAL BLDG. AREA: OVERALL SITE AREA BLDG SETBACKS: FLOOR AREA RATIO: TRUDY'S TAVERN REGIONAL COMMERCIAL (RC) VB A -2 QUICK —SERVE RESTAURANT WITH DRIVE THRU WINDOW 6,000 SF (A -2, VB CONST.) 2,381 SF +/— 26,458 SF FRONT: 20'; 2ND FRONT: 10'; SIDE YARD: 10' 2,381 SF / 26,458 SF = 9% PARKING REQUIRED: PARKING PROVIDED: BLDG # BUILDING 1,919 SF USABLE AREA / 100 =38 STALLS 28 STALLS OCCUPANCY FLOOR AREA TOTAL AREA: 1ST FLOOR A2 TOTAL CONDITIONED AREA: 2,381 SF 2,381 SF 2,381 SF CO) 005 (006) (MT) (014) 016 6' BLACK CHAINLINK FENCE, HEIGHT PER NO 22' HT LIGHT POST WITH 250kMETAAVHAL10E LAMPS 6" HIGH CONCRETE CURBING BIKE RACK, SEE 11/A1.2 4" CONCRETE WALK, SEE 1 & 10/A1.2 RAISED TEXTURED ASPHALT CONCRETE SURFACE, 12/A1.2 NEW CATCH BASIN, REFER TO GRADING/DRAINAGE PLAN 24" X 24" TEXTURED CONCRETE PLAZA (1) ORNM NTAL STONE MODEL PT- 11- 92, -TAIN D H BEIGE; C31. "h •025 METAL CANOPY OVERHANG \,_ PRIMARY ENTRY ASPHALT CONCRETE PAVEMENT 250 GAL U.G. GREASE INTERCEPTOR, SEE PLUMBING DWGS 028 INTERNALLY ILLUMINATED PREVIEW MENU BOARD SPEAKER BOX MENU BOARD 4" STEEL BOLLARD WITH PAINT FINISH. SEE 8/A1.2 REMOVE EXIST. CURBING PAINTED DIRECTIONAL ARROWS EXIST. TRUDY'S BAR TO BE DEMOLISHED DRIVE THRU "ENTRY" SIGN "DO NOT ENTER" SIGN 034 6' HT CONC. BLOCK TRASH ENCLOSURE WITH CMU WALLS (029) EXIST. CONCRETE CURBING TO REMAIN OFFSITE EXIST. CONCRETE CURBING TO REMAIN OFFSITE 030 EXIST. WATER METER TO BE RELOCATED PROPOSED TACO TIME BUILDING 4' HT BLACK CHAINLINK FENCE NEW FRONTAGE IMPROVEMENTS, REFER TO CIVIL DRAWINGS COORDIN.WITH POLE OWNER AND RELOCATE GUY WIRE SUPPORT ONLY AFTER OWNER OF POLE HAS ENGINEERED THE CHANGE. 5'X5' HC SYMBOL, SEE 9/A1.2 HANDICAP SIGN, SEE 2/A1.2 037 IDENTIFICATION SIGN UG VAULT & FILTER, SEE CIVIL DWGS HC RAMP 7/A1 -2 FIRE SPRINKLER ROOM, 04Y) 'EXIST. CATCH BASIN 042 TRUiIICATED DOME TILES, 6X6, FLUSH WITH CONC.; YELLOW ,/' DAL 11LE OR EQUAL, INSTALL 6 -8" FROM VEHICULAR WAYS. 043 31.5 6HT ATCO C, B L2E 8 " S PTAC E OO OEA AB LSE TO OF TABLE (3 ) OUND CONC. TABLE ORNAMENTAL STONE MODEL TBS -40 J"ST INED BEIGE TO MATCH BUILDING 031 AND STEEL DOORS, PAINTED TO MATCH BUILDING, A1.3 STEEL HEIGHT DETECTOR BAR 6" CONCRETE SLAB AT TRASH ENCLOSURE 4" WIDE PAINT LINE EXIST. APPROACH TO REMAIN DEMARKS NUMBER OF STACKING IN DRIVE THRU LANE EXIST. CONCRETE CURBING TO REMAIN OFFSITE EXIST. CONCRETE CURBING TO REMAIN OFFSITE EXIST. APPROACH TO REMAIN DEMARKS NUMBER OF STACKING IN DRIVE THRU 5103 REGISTERED ARCHITECT ' 6-16-2011 HOWARD G. KIMURA STAlE OF WASHINGTON 9 -7 -2011 8 -2 -2011 6 -16 -2011 RESPONSE TO AGENCY COMMENTS #2 RESPONSE TO AGENCY COMMENTS #1 SUBMIT PERMIT DATE REVISIONS Taco Time Restaurant 15037 Tukwila International Blvd. Tukwila, WA H.G. Kimura Architect, PLLC E -MAIL: hgkimura @comcast.net Tel 425.766.5000 fax 425.271.2383 18012 W. Lake Desire DR. SE Renton, WA 98058 DATE: 6 -3 -2011 JOB NO.10 -2042 A1.1 3/4" DEEP SAWCUT OR TOOLED JOINT 5" CONC SLAB PER STRUCT SEALANT, TYP. OVER 2" COARSE SAND BED EXPANSION JOINT, LOCATE PER SITE PLAN .o D . X . • = -- A • X -iS • 00 , o 000 , 000 , 000 000(000�oOC)- 'oC000C 000 o00 o00 o0O oOO o0O oOO oOO o0a oo�oo_,000�ooa o0 00,0u00,0u0oo0uoo SCORE JOINT 0 EXPANSION JOINT CONCRETE CURB JOINTS INVERTED "U" SHAPED BIKE RACK BY PARK IT BIKE RACKS (1- 877 - 249 -0479) 2 i" O.D. TUBE STEEL BLACK DBL— COATED POLYESTER POWDER COATING 12 GA STEEL SURFACE MOUNTED WITH (4) i" DIAM X4" EXPANSION BOLTS EACH POST. 30 "X 32" HIGH OR EQUAL O BIKE RACK 8' -0" SCALE: 1" = 1' -0" TYPICAL 1' -1" • 1' -1" 1 • I II ci) RAISED ASPHALT CONC. SECTION DIAMOND PLATE TEXTURE ON ENTIRE RAMP SLOPE MAXIMUM SLOPE SHALL BE 1:12 IN 6' OF RUN 6' MAX. F v , # to CONCRETE CURB DETAIL 6" DIAM. X 1/4" THICK STEEL POST WITH CONCRETE INFILL AND CROWNED TOP. PRIME & PAINT WITH 2 —COATS MARINE ENAMEL NOTE: VERIFY LOC. OF EXIST. U.G. UTILITIES BEFORE DRILLING FOR CONC. FOUNDATION GRADE #3 HORIZ. REINF. TIES AT 12" OC W/ (3) #4 VERT. BARS. EMBED PIPE 3' MIN IN 18" DIAM. CONCRETE, MIN. 4" COMPACTED GRAVEL N, 8 BOLLARD DETAIL 5' OR AS SHOWN ON SITE PLAN A •NTED. STRIPE U, 3" WHITE PAINT LINES WITH BLUE PAINT INFILL PER WASH ST. AMENDMENTS 9 HANDICAP SYMBOL PLANTER AREA 1" TOOLED RADIUS 2 #4 REBAR CONT. CONC. CURB ASPHALT CONC. PER CIVIL OVER 4" CRUSHED ROCK REFER TO SOILS REPORT, TYP. ON ALL DRIVEABLE SURFACES (4) CONCRETE CURB DETAIL TOP SOIL PER L.S. PLAN EXTRUDED CONC. CURB. ADHERED TO ASPHALT SURFACE ASPHALT CONC. OVER COMPACTED SUB —BASE REFER TO SOILS REPORT, TYP. ON ALL DRIVEABLE SURFACES (0) EXTR. CONC. CURB EFAB. ALUM LI T POLE /VA / /ViVA / /�A� HAND OLE WITH COVER NON —SHRI GROUT 4 3/4" X 30" A BOLTS FURNISHED BY LIGHT MFG. #3 REBAR AT #3 TIES STARTIN FROM FTG. ff T X00 'ING SIZE BY MANUF. O LIGHT POLE BASE REVIEWED CODE COMPLIANCE APPROVED SEP202011 City of Tukwila UILDING DIVISION LL_ W REFER TO SOILS REPORT, TYP. ON ALL DRIVEABLE SURFACES 4" CONCRETE WALK WITH 6X6/W1.4 X W1.4 WWF 4" CRUSHED ROCK 1" RADIUS 2 # 4 REBAR CONT. ASPHALT PER CIVIL OVER 4" GRAN. FILL OINTECaRAL CURB CONCRETE WALK OR PLANTER AREA 1" TOOLED RADIUS 2 #4 REBAR CONT. CONC. CURB W/ GUTTER ASPHALT PER CIVIL PER SOIL'S REPORT, PROVIDE 12" SANDY PIT RUN COMPACTED TO 95% PER ASTM D -1557 WALK DETAIL SCALE: 1" = 1' -0" TYPICAL REFER TO SOILS REPORT, TYP. ON ALL DRIVEABLE SURFACES 2 CURB / GUTTER DETAIL Pli 1" HIGH BOLD LETTER 4 "X 4" ACCESSIBLE SYMBOL 3/4" HIGH LETTERS BOLTS W/ LEVELING LEVELING NUTS BELOW 8" DIAM. X 18" DP. FOOTING, SLOPE TOP TO DRAIN. 12" RAM DRAW PM= MINM' MONO 3 H.C. SIGNAGE RECEIVED JUN 16 2011 PERMIT CENTER 5103 REGISTERED ARCHITECT _ 6 -16 -2011 ,HOWARD G. KIMURA STAlE CF WASHINGTON a CD VAN ACCESSIBLE 0 0 6 -16 -2011 SUBMIT PERMIT DATE REVISIONS Taco Time Restaurant 15037 Tukwila International Blvd. Tukwila, WA H.G. Kimura Architect, PLLC E -MAIL: hgldmura @comcast.net Tel 425.766.5000 Fax 425.271.2383 18012 W. Lake Desire DR. SE Renton, WA 98058 DATE: 6 -3 -2011 JOB NO.10 -2042 A1.2 SEE SITE PLAN FOR T.E. ADDITION AND EXACT DIMENSIONED CONFIGURATION PRE —DRILL HOLES INTO EXIST. T.E. CMU WALL TO LET —IN 2 #5 HORIZ. BOND BEAM BARS 9" MIN., PREDRILL HOLE WITH EPDXY GROUT, TYP. AT EACH BOND BEAM. GALV. MTL FLASHING 9 BOND BEAM AT 4' —O" OC AND AT TOP W/ 2 #5 BARS CONT. SPLIT —FACE CONC. BLOCK AT ALL EXTERIOR EXPOSED FACES INTERIOR FACES TO BE STANDARD CMU BLOCK OR MATCH EXIST. CENTER T.E. '8X8X16 CMU WALL FIN GRADE • PROVIDE 4 #5 BARS MINIMUM PREDRILLED AND EXPDXY GROUTED INTO EXIST. T.E. FOUNDATION WALL SECTION AT TRASH ENCLOSURE 1/2" = 1' -0" 4" THICK CONC. SLAB W/ 6X6 / W1.4XW1.4 WELDED WIRE FABRIC #5 BARS AT 48" OC 4" GRANULAR FILL BELOW SLAB 2 #4 BARS CONT., TOP Sc BOT. #3 STIRRUPS AT 24" OC #5 VERT. AT 24" OC W/ SOLID GROUTED CELLS ION 6' DIAM. Sit POST WITH CONC FILL CROWNED TOP 18' -0" 3' -4" 13' -4" O O) 1 DN, GREASE CONTAI\ ER 6' HT CMU WALL (SPLIT FACED BLOCK AT EXTER. CONSTRUCT PER DETAIL) 7'X7' DUNPSTER (2) CHAD W/ VINYL LINK DOORS SLATS 12 "W THICKENED CONC. EDGE TO MATCH BOT. ELEV. OF FTG. DN. CARDBOARD RECYCLE 6" DIAM. STEEL POST W/ CONC. I N FI LL & CAP TRASH ENCLOSURE -PLAN -OD WELD 2" DIAM GALV STEEL FRAME WITH BLACK PT. SLIDING LATCH WELDED HINGE POST TO POST. EMBED SUPPORT POST 3' MIN. N. C2D PAIR CANE BOLTS CHAIN LINK WITH BLK PLAS11C SLATS ELEVATION OF TE GATE 1 /2" = 1' -0" 5103 A 0 6" DIAM. POST, SEE DETAIL 4" DIAM BOLLARD, EA SIDE DIL REGISTERED ARCHITECT 1� 6 -16 -2011 HOWARD G. KIMURA STALE OF WASHNOTON REVIEWED FOR CODE COMPLIANCE APPROVED SEP 2 0 2011 City of Tukwila BUILDING DIVISION 0 A 6 -16 -2011 SUBMIT PERMIT DATE RECEIVED JUN 16 2011 PERMIT CENTER REVISIONS Taco Time Restaurant 15037 Tukwila International Blvd. Tukwila, WA H.G. Kimura Architect, PLLC E -MAIL: hgkimura @comcast.net Tel 425.766.5000 Fax 425.271.2383 18012 W. Lake Desire DR. SE Renton, WA 98058 DATE: 6 -3 -2011 JOB NO.10 -2042 A1.3] TYP. INTERIOR HEAD (JAMB SIM) 5/8" GWB EACH SIDE OF 2X4 STUD WALL DBL 2X4 HEADER AT NON LOAD - BEARING WALLS PAINTED WOOD FRAMES & TRIM 1 1/2" - 1' -0" CEMENT PLASTER OVER BLDG PAPER OVER PLYWD OVER 2X6 STUDS WITH 5/8" GWB AT INTERIOR SIDE ' PROVIDE PREFIN. METAL FLASHING AT DOOR HEAD, TYP. HOLLOW METAL FRAME WITH SOUND DEADENING MATERIAL AT INTERIOR SIDE HOLLOW METAL DOOR AT EXTERIOR FACE KAWNEER STOREFRONT DOOR & WINDOW SYSTEMS STOREFRONT HEAD DETAIL (JAMB SIM.) 1 1/2" - 1' -0" INSTANTANEOUS HOT WATER HEATER, VERIFY EXACT LOC. WITH OWNER. \\ % 7,rTh0 I' FIRE SPRINKLER NAT. GAS JANITOR 112 ELEC. CAB. n 11 • ...... � �.._ ......... -I.,` FD \ \ ` , I \ \ ,1 / ,I I II 1 I I I \\ TWO � 1 // STAINLESS STL WALL COVERING OVER GWB SURFACE PER IMC 507.p BEHIND TYPE I HOOD FROM TOP OF BASE TO BOT. OF HOOD INSTALL 8" GWB TYPE 'X' OVER 1 8" MTL STUDS AT 24" OC OVER 8" GWB TWYP 'X' ON EXTERIOR STUD SYSTEM, FULL HT TO BOT. OF ROOF DECK 1 -HR WALL PER GA FILE NO. 1340 B A5.1 ?AIL T HALL 102 DRY STORAGE 0 11 FD 6O" ©1A /' CI RC OE. I1 11 I I II LECT. PANELS PHONE BOARD ROOF HATCH FOOD LRR -E-P- 1 1 FD r NA 24" BIB 153' 27X48 27X24 P THIGH-1 I CHAIR DINING P3ARTI T(11\8 —SEE.. A /A4.1 139" �l.J 27X24 27X24 HT 27X48 r BAR HT. 27X24 PARIT ON 27X48 27X 8 II I! PARITION 27X48 it P —P 7 27X48 G 1nn..■■nna■■.■■■■■■n■■v RECESSED i' I INSUL. FLOOR I :I In■■n■■'' :I :I FREEZE 1048 • HEN 7A COOLE 27X48 C I 27X48 7'HT. PARTITION SEE A /A4.1 :. 1! I W U■®IIIURI■■■ImUIUI■III■■■ III 27X48 i ISLE • DRIVE -THRU SERVICE 1 109 OFFICE U1.05j FIXEb GLAZIN (TEMP�RG ED) SERVICE ifori FREESTANDING 25- 1/2'X35 "D ENTRY CEMENT PLASTER OVER BLDG PAPER OVER PLYWD OVER 2X6 STUDS WITH 5/8" GWB AT INTERIOR SIDE 2' 7 I" 2" PROVIDE PREFN. METAL FLASHING AT DOOR HEAD, TYP. HOLLOW METAL FRAME MTH SOUND DEADENING MATERIAL AT INTERIOR SIDE HOLLOW METAL DOOR AT EXTERIOR FACE HOLLOW MTL FRAME - HEAD DETAIL (JAMB SIM.) 1 1/2" - 1' -0" 100 27X48 27X48 tLEDGE ,EDGE P CD 0 -I o 6 II L_ ti OOHL F 1 /4 " =1' -0" NORTH - J REVIEWED FOR CODE COMPLIANCE APPROVED SEP 2 0 2011 City of Tukwila BUILDING DIVISION 5103 REGISTERED ARCHITECT W r6 -16 -2011 HOWARD G. KIMURA STATE OF WASHINGTON FLOOR PLA \ \OTES: DIMENSIONS ARE FACE OF STUD TO FACE OF STUD OR FACE CONCRETE PLATE HEIGHT PER SECTIONS STANDARD HEADER PER STRUCT. PLANS WITH DOUBLE TOP PLATE OVER, UNLESS NOTED OTHERWISE NOTED WINDOW AND DOOR HEAD TRIM TO ALIGN 2 x 6 ® 16" O.C. EXT FRAME WALLS WITH 1/2" APA PLYWOOD SHEATHING, 15# BLDG. PAPER Sc 7/8" 3 -COAT CEMENTITIOUS SYSTEM OVER WITH INTEGRAL COLOR IN FINAL COAT ( "DRYVIT SYSTEMS "). VERIFY LOCATION OF PHONE JACKS, TV JACKS, EXTERIOR W.P. OUTLETS, EXTERIOR FLOOD LIGHTS Sc SECURITY SYSTEM (IF APPLICABLE) WSEC NOTES: SLAB ROOF WALLS BELOW GRADE ABOVE GRADE VERTICAL GLAZING (U) DOORS (U) VALUE DOORS (U) VALUE OPAQUE: SKYLIGHTS HEAT TYPE WINDOW TYPE WINDOW U- VALUE: SHGC: R -10 R -30 R -21 R -21 0.40 0.20 0.60 .58 NATURAL GAS ALUMINUM WITH INSUL. GLASS 0.40 0.40 PROVIDE PVC PAINT PRIMER TO INSIDE WALL FOR VAPOR BARRIER PROVIDE 6 MIL VAPOR BARRIER BETWEEN SLAB AND GRANULAR FILL WITH 12" OVERLAPPING JOINTS, MINIMUM. VERIFY FRESH AIR: OPTIONS 1) SUPPLY FRESH AIR THROUGH MECHANICAL SYSTEM 2) SUPPLY FRESH AIR THROUGH AIRPORTS IN WINDOWS (1) PER ROOM MIN. W/ WHOLEHOUSE FAN WALL LEGE \D 2X6 © 16" O.C. 2X4 ® 16" O.C. DOOR HARDWARE SCHEDULE DOOR HARDWARE TO BE LIGHT COMMERCIAL OR HEAVY RESIDENTIAL QUALITY IN SCHLAGE OR EQUAL. PROVIDE REMOVABLE CORE LOCKSET ALUMINUM STOREFRONT ASSEMBLY PANIC HARDWARE BRONZE PULL ON EXTERIOR DOOR BRONZE ANODIZED FINISH PIVOT HINGES WEATHER SEAL AT HEAD Sc JAMBS PEMKO ALUM. THRESHOLD, 1/2" MAX. HT., W/ DOOR SWEEP NORTON HANDICAP ACCESS. CLOSER LOCKSET TO MATCH MASTER KEYING SYSTEM TO BUILDING INTERCHANGEABLE CORE ENTRANCE /OFFICE LOCK W/ LEVER HANDLES EA. SIDE SCHLAGE D53PD -RHO- 626- INTERCHANGEABLE CORE 1 1/2 PAIR BUTT HINGES, ANODIZED ALUM. FINISH SATIN FINISH 3 TOILET ROOM LOCK WITH LEVER HANDLES EA. SIDE SCHLAGE D40S -RHO- 626 - INTERCHANGEABLE CORE 1 1/2 PAIR BUTT HINGES, ANODIZED ALUM. FINISH NORTON HANDICAP ACCESS. CLOSER SATIN FINISH -626 4 PASSAGE HANDLE WITH LEVER HANDLES EA. SIDE SCHLAGE D1OS -RHO -626 1 1/2 PAIR BUTT HINGES, ANODIZED ALUM. FINISH SATIN FINISH -626 5 CLASSROOM LOCK WITH LEVER HANDLES EA. SIDE SCHLAGE D7OPD -RHO -626 1 1/2 PAIR BUTT HINGES, ANODIZED ALUM. FINISH NORTON HANDICAP ACCESS. CLOSER SATIN FINISH -626 NOTE: CABINET HARDWARE AT BEVERAGE BAR SHALL HAVE WIRE PULLS OR PULLS CAPABLE OF BEING OPENED WITHOUT A WRIST TWISTING M0110N ENTRANCE /OFFICE LOCK W/ LEVER HANDLES EA. SIDE SCHLAGE D53PD -RHO- 626- INTERCHANGEABLE CORE 1 1/2 PAIR BUTT HINGES, ANODIZED ALUM. FINISH SATIN FINISH RIGHT HAND REVERSE BEVEL ACTIVE RIGHT HAND REVERSE BEVEL LOCK RIGHT HAND ASTRAGAL ON INACTIVE LEAF FLASHING AT HEAD PEMKO THRESHOLD WITH DOOR SWEEP RECEIVED JUN 16 2011 PERMIT CENTER A 6 -16 -2011 SUBMIT PERMIT DATE REVISIONS Taco Time Restaurant 15037 Tukwila International Blvd. Tukwila, WA H.G. Kimura Architect, PLLC E -MAIL: hgkimura @comcasl.net Tel 425.766.5000 18012 W. Lake Desire DR. SE Fax 425.271.2383 Renton, WA 98058 DATE: 6 -3 -2011 JOB NO.10 -2042 A2.1 ROOM MATERIAL AND FINISH SCHEDULE NO. ROOM NAME FLOOR BASE WALLS CEILING REMARKS SEALED STAINED CONC SEALED CONCRETE I 6" TILE NO BASE EN. PT. ON GWB S.S. INSUL. COOLER WALL FRP ON GWB I 4' TILE WAINSCOT 2X4 LAY -IN /OPEN, SEE RCP' m 2X4 GYP.CLG PNLS I S.S. INSUL. COOLER WALL NO CEILING 100 ENTRY • • • • 101 DINING • • • • • 102 HALLWAY • • • • 103 SERVICE • • • • 104A COOLER • • • • NEW 4" INSUL. COOLER WALLS 104B FREEZER • • • • 4" RECESSED INSUL FLOOR 105 OFFICE • • • • 106 KITCHEN • • • • 107 FOOD PREP • • • • 108 STORAGE • • • • 109 DRIVE THRU SERVICE • • • ■ 110 MEN • • • • • 111 WOMEN • • • • • 112 JANITOR • • • • 113 FIRE SPRINKLER RM • • • • Wall Legend Notes: NE 1 D. STUD AT 16" OC 1. EXIST. FLOOR TO REMAIN, PATCH TO MATCH CERAMIC 11LE FLOOR & BASE 5. PROVIDE WAINSCOT PL PER 2. EXIST. CEI JNG & LIGHTS TO REMAIN, U.N.O. PLAN - - -- - -- 3. RE- INSTALL NEW BASE ONCE COUNTER IS LOWERED TO 34" A.F.F 4. INSTALL FRP ON NEW KITCHEN WALLS, S.S. ON COOLER WALL VERIFY ALL FINISHES AND SCOPE OF WORK WITH OWNER; ON WALLS W/ FRP NO PAINT REQ'D ON GWB /2" IDE W/ 55 NEW 3 1/2" WD. STUD AT 16" OC W/ 5/8" GWB EA SIDE DOOR SCHEDULE NO. DOOR WXHXD MAT FIN TYPE HDWE DETAIL REMARKS THRES JAMB HEAD 1 3' -O" X 7.-0" ALUM BRONZE 2 1 - 2 - 2A 3' -0" X 7' -0" ALUM BRONZE 3 1 - 2 - 2B 3' -0" X 7' -0" ALUM BRONZE 4 1 - 2 - 3 3' -0" X 6' -8" X 1 3/4 WD S &V 1 5 - 3 PAIR OF DOORS 4 3' -0" X 6' -8" X 1 3/4 WD S &V 1 3 - 3 PRIVACY TOILET ROOM LOCK 5 3' -0" X 6' -8" X 1 3/4 WD S &V 1 4 - 3 PRIVACY TOILET ROOM LOCK 6 3' -0" 'X 6' -8" X 1 3/4 WD S &V 1 2 - 3 7A NEW COOLER DOOR PER COOLER MANUFACTURER 7B NEW FREEZER DOOR PER COOLER MANUFACTURER 8 NOT USED 9 3' -0" X 6' -8" X 1 3/4 WD S &V 1 2 - 3 OFFICE LOCK 10 3' -0" X 7' -0" X 1 3/4 HM EN 5 6 - 1 PAIR DOORS; LH INACTIVE, RH REVERSE BEVEL WITH ASTRAGAL ON LH * REFER TO HARDWARE SCHEDULE, THIS SHEET, BOTTOM RT. CORNER / / 4 : 1 1 D � � / O ao / TEMP /X MP 1 6P TEMP // TEMP co STAIN FINISH 6' -0 1/2" TEMP / ' �/� TE P // _ TEMP // "co // _ TEMP cp lo co ENAMEL PAINT �� TEMP \ \ �� TEMP b 1.4 / // TEMP p SOLID WOOD ® ALUMINUM STOREFRONT BRONZE ALUM. FINISH O ALUMINUM STOREFRONT BRONZE ALUM. FINISH _ ® ALUMINUM STOREFRONT BRONZE ALUM. FINISH e INSUL HOLLOW METAL WINDOW SCHEDULE NO. SIZE WXH MATERIAL GLAZING R -VALUE SGHC REMARKS 1 7' -7" X 5' -6" BRONZE ALUM DBL .40 .40 2 • 3' -0" X 5' -6" BRONZE ALUM DBL .40 .40 3 2' -6" X 5' -6" BRONZE ALUM DBL .40 .40 4 10' -4" X 5' -6" BRONZE ALUM DBL .40 .40 7' -7" S-0" 2' -6" 1U -4 EQUAL 3'-10 1/8" EQUAL // -_„,_ co // \\ N\ \\ �\ \ 4' -2 1/2" \ \ \ \ _Ns O I _ .. I _\-•_ 411 FlN FLR 411 K4) . , TYP. INTERIOR HEAD (JAMB SIM) 5/8" GWB EACH SIDE OF 2X4 STUD WALL DBL 2X4 HEADER AT NON LOAD - BEARING WALLS PAINTED WOOD FRAMES & TRIM 1 1/2" - 1' -0" CEMENT PLASTER OVER BLDG PAPER OVER PLYWD OVER 2X6 STUDS WITH 5/8" GWB AT INTERIOR SIDE ' PROVIDE PREFIN. METAL FLASHING AT DOOR HEAD, TYP. HOLLOW METAL FRAME WITH SOUND DEADENING MATERIAL AT INTERIOR SIDE HOLLOW METAL DOOR AT EXTERIOR FACE KAWNEER STOREFRONT DOOR & WINDOW SYSTEMS STOREFRONT HEAD DETAIL (JAMB SIM.) 1 1/2" - 1' -0" INSTANTANEOUS HOT WATER HEATER, VERIFY EXACT LOC. WITH OWNER. \\ % 7,rTh0 I' FIRE SPRINKLER NAT. GAS JANITOR 112 ELEC. CAB. n 11 • ...... � �.._ ......... -I.,` FD \ \ ` , I \ \ ,1 / ,I I II 1 I I I \\ TWO � 1 // STAINLESS STL WALL COVERING OVER GWB SURFACE PER IMC 507.p BEHIND TYPE I HOOD FROM TOP OF BASE TO BOT. OF HOOD INSTALL 8" GWB TYPE 'X' OVER 1 8" MTL STUDS AT 24" OC OVER 8" GWB TWYP 'X' ON EXTERIOR STUD SYSTEM, FULL HT TO BOT. OF ROOF DECK 1 -HR WALL PER GA FILE NO. 1340 B A5.1 ?AIL T HALL 102 DRY STORAGE 0 11 FD 6O" ©1A /' CI RC OE. I1 11 I I II LECT. PANELS PHONE BOARD ROOF HATCH FOOD LRR -E-P- 1 1 FD r NA 24" BIB 153' 27X48 27X24 P THIGH-1 I CHAIR DINING P3ARTI T(11\8 —SEE.. A /A4.1 139" �l.J 27X24 27X24 HT 27X48 r BAR HT. 27X24 PARIT ON 27X48 27X 8 II I! PARITION 27X48 it P —P 7 27X48 G 1nn..■■nna■■.■■■■■■n■■v RECESSED i' I INSUL. FLOOR I :I In■■n■■'' :I :I FREEZE 1048 • HEN 7A COOLE 27X48 C I 27X48 7'HT. PARTITION SEE A /A4.1 :. 1! I W U■®IIIURI■■■ImUIUI■III■■■ III 27X48 i ISLE • DRIVE -THRU SERVICE 1 109 OFFICE U1.05j FIXEb GLAZIN (TEMP�RG ED) SERVICE ifori FREESTANDING 25- 1/2'X35 "D ENTRY CEMENT PLASTER OVER BLDG PAPER OVER PLYWD OVER 2X6 STUDS WITH 5/8" GWB AT INTERIOR SIDE 2' 7 I" 2" PROVIDE PREFN. METAL FLASHING AT DOOR HEAD, TYP. HOLLOW METAL FRAME MTH SOUND DEADENING MATERIAL AT INTERIOR SIDE HOLLOW METAL DOOR AT EXTERIOR FACE HOLLOW MTL FRAME - HEAD DETAIL (JAMB SIM.) 1 1/2" - 1' -0" 100 27X48 27X48 tLEDGE ,EDGE P CD 0 -I o 6 II L_ ti OOHL F 1 /4 " =1' -0" NORTH - J REVIEWED FOR CODE COMPLIANCE APPROVED SEP 2 0 2011 City of Tukwila BUILDING DIVISION 5103 REGISTERED ARCHITECT W r6 -16 -2011 HOWARD G. KIMURA STATE OF WASHINGTON FLOOR PLA \ \OTES: DIMENSIONS ARE FACE OF STUD TO FACE OF STUD OR FACE CONCRETE PLATE HEIGHT PER SECTIONS STANDARD HEADER PER STRUCT. PLANS WITH DOUBLE TOP PLATE OVER, UNLESS NOTED OTHERWISE NOTED WINDOW AND DOOR HEAD TRIM TO ALIGN 2 x 6 ® 16" O.C. EXT FRAME WALLS WITH 1/2" APA PLYWOOD SHEATHING, 15# BLDG. PAPER Sc 7/8" 3 -COAT CEMENTITIOUS SYSTEM OVER WITH INTEGRAL COLOR IN FINAL COAT ( "DRYVIT SYSTEMS "). VERIFY LOCATION OF PHONE JACKS, TV JACKS, EXTERIOR W.P. OUTLETS, EXTERIOR FLOOD LIGHTS Sc SECURITY SYSTEM (IF APPLICABLE) WSEC NOTES: SLAB ROOF WALLS BELOW GRADE ABOVE GRADE VERTICAL GLAZING (U) DOORS (U) VALUE DOORS (U) VALUE OPAQUE: SKYLIGHTS HEAT TYPE WINDOW TYPE WINDOW U- VALUE: SHGC: R -10 R -30 R -21 R -21 0.40 0.20 0.60 .58 NATURAL GAS ALUMINUM WITH INSUL. GLASS 0.40 0.40 PROVIDE PVC PAINT PRIMER TO INSIDE WALL FOR VAPOR BARRIER PROVIDE 6 MIL VAPOR BARRIER BETWEEN SLAB AND GRANULAR FILL WITH 12" OVERLAPPING JOINTS, MINIMUM. VERIFY FRESH AIR: OPTIONS 1) SUPPLY FRESH AIR THROUGH MECHANICAL SYSTEM 2) SUPPLY FRESH AIR THROUGH AIRPORTS IN WINDOWS (1) PER ROOM MIN. W/ WHOLEHOUSE FAN WALL LEGE \D 2X6 © 16" O.C. 2X4 ® 16" O.C. DOOR HARDWARE SCHEDULE DOOR HARDWARE TO BE LIGHT COMMERCIAL OR HEAVY RESIDENTIAL QUALITY IN SCHLAGE OR EQUAL. PROVIDE REMOVABLE CORE LOCKSET ALUMINUM STOREFRONT ASSEMBLY PANIC HARDWARE BRONZE PULL ON EXTERIOR DOOR BRONZE ANODIZED FINISH PIVOT HINGES WEATHER SEAL AT HEAD Sc JAMBS PEMKO ALUM. THRESHOLD, 1/2" MAX. HT., W/ DOOR SWEEP NORTON HANDICAP ACCESS. CLOSER LOCKSET TO MATCH MASTER KEYING SYSTEM TO BUILDING INTERCHANGEABLE CORE ENTRANCE /OFFICE LOCK W/ LEVER HANDLES EA. SIDE SCHLAGE D53PD -RHO- 626- INTERCHANGEABLE CORE 1 1/2 PAIR BUTT HINGES, ANODIZED ALUM. FINISH SATIN FINISH 3 TOILET ROOM LOCK WITH LEVER HANDLES EA. SIDE SCHLAGE D40S -RHO- 626 - INTERCHANGEABLE CORE 1 1/2 PAIR BUTT HINGES, ANODIZED ALUM. FINISH NORTON HANDICAP ACCESS. CLOSER SATIN FINISH -626 4 PASSAGE HANDLE WITH LEVER HANDLES EA. SIDE SCHLAGE D1OS -RHO -626 1 1/2 PAIR BUTT HINGES, ANODIZED ALUM. FINISH SATIN FINISH -626 5 CLASSROOM LOCK WITH LEVER HANDLES EA. SIDE SCHLAGE D7OPD -RHO -626 1 1/2 PAIR BUTT HINGES, ANODIZED ALUM. FINISH NORTON HANDICAP ACCESS. CLOSER SATIN FINISH -626 NOTE: CABINET HARDWARE AT BEVERAGE BAR SHALL HAVE WIRE PULLS OR PULLS CAPABLE OF BEING OPENED WITHOUT A WRIST TWISTING M0110N ENTRANCE /OFFICE LOCK W/ LEVER HANDLES EA. SIDE SCHLAGE D53PD -RHO- 626- INTERCHANGEABLE CORE 1 1/2 PAIR BUTT HINGES, ANODIZED ALUM. FINISH SATIN FINISH RIGHT HAND REVERSE BEVEL ACTIVE RIGHT HAND REVERSE BEVEL LOCK RIGHT HAND ASTRAGAL ON INACTIVE LEAF FLASHING AT HEAD PEMKO THRESHOLD WITH DOOR SWEEP RECEIVED JUN 16 2011 PERMIT CENTER A 6 -16 -2011 SUBMIT PERMIT DATE REVISIONS Taco Time Restaurant 15037 Tukwila International Blvd. Tukwila, WA H.G. Kimura Architect, PLLC E -MAIL: hgkimura @comcasl.net Tel 425.766.5000 18012 W. Lake Desire DR. SE Fax 425.271.2383 Renton, WA 98058 DATE: 6 -3 -2011 JOB NO.10 -2042 A2.1 WALK -IN COOLER SECTION INSULATED FREEZER WALL BY MANUFACTURER RECESS FREEZER FLOOR INTO CONCRETE SLAB AND INSTALL WITH SPACE RECOMMENDATIONS FROM ACTUAL MANUFACTURER'S RECOMMENDATION RECESSED INSULATED FLOOR ONLY AT FREEZER SECTION WHERE FREEZER /COOLER INTERFACES WITH KITCHEN, REFER TO K -DWGS FOR ADDED PLYWOOD REQUIRED BEHIND GWB FINISH. 4" CON I. SLAB OVER 6 MIL VAPOR BARRIER OVERLA"PED 12" AT JOINTS 4" GRANULAR FILL BELOW SLAB UNDISTURBED SOIL OR SOIL THAT HAS BEEN COMPACTED TO 95% PER ASTM D -1557. ALL SOIL BELOW FOOTINGS AND SLAB SHALL BE VERIFIED FOR SOIL BEARING CAPACITY PER STRUCTURAL DRAWINGS PRIOR TO POURING ALL CONCRETE WORK AND 3RD PARTY REPORT SHALL BE DELIVERED TO OWNER, STRUCTURAL ENGINEER AND OWNER. RECESSED FREEZER FLOOR DETAIL 1/2" = ro° F STONE WAINSCOT "SYSTEM" OVER FURRED OUT 2X6 WITH 1/2" PLYWOOD SHEATHING AT EXTER. FACE. �RR D 0 FURRED OUT 2X6 STUD WALL WITH 1/2" PLYWOOD OVER GWB OVER VAPOR BARRIER OVER 2X6 WITH R -21 BLANKET INSUL PLYWD SHEATHING. T ER0P WALL RECESSED FREEZER FLOOR DETAIL CO 1/2" = 1'—o" lo INSTANTANEOUS HOT WATER HEATER, VERIFY EXACT LOC. WITH OWNER. 1' -6" 3' -0" 38' -6" 8' -3" 8' -1" 3, -5" 18' -9" \ FIRE SPRINKLER 10 113 11 M L. C, NAT. GAS JANITOR I® ELEC. CAB 1' -9" 3' -3 7/8" HALL 102 -JF TI FD 1 60" dIA �' ;' RI C'IRCL -'—> 16' -4" 1, -9„ co 2' -11" ' -8 3' -5" 1' -8" DRY STORAGF ,, /ECT. PANELS PHONE BOARD 4,-4" 17' -10 7/8" 6'— 1/4" 5' -2 1/2" 8' -1 1/4" 6" DINING .. �I1011 0 • r- e 7 7 » 7'HT4. P3ARTITf N3 SEE A /A4.1 0 LC) MIN. 0 I CD I N- A II I ROOF I IHATCH I FOOD ! PR-E -P- STAINLESS STL WALL COVERING OVER GWB SURFACE PER IMC''507. BEHIND TYPE I HOOD FROM TOP OF BASE TO BOT. OF HOOD INSTALL r GWB TYPE 'X' OVER 1 B" MTL STUDS AT 24" OC OVER a" GWB TWYP 'X' ON EXTERIOR STUD SYSTEM, FULL'. HT TO BOT. OF ROOF DECK 1 —HR WALL PER GA FILE NO. 1340 FS 3' -4 1/2" II 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 RECESSED INSUL. REEZERFLOOR 1048 IIIIIIIIII J FD O KITCHEN 106 COOLER 104A 2 A2. 7'HT. PARTITION SEE A /A4.1 AWNING 9, -1" 7' -3„ 4'i11" 3' -0" r zl sl L 0 g 0 3 —2 �A5.1y CD FOR STORY BD. 9, -1" 0 I Iz CV \ �\ 7' -10 3/4" 4' -0" 5' -0" 6' -10" �-F 8" 3' -0" 3" 2' -6" 5 DRIVE -THRU SERVCE 109 FIXED GLAZING (TEMP =RED) 0--- - -- 0 OFFICE D1 17' -1 SERVICE 103 FREESTANDING 25- 1/2'X35 "D ENTRY 100 • NOTE: INSTALL 1/2" PLYND OV =R 2X6 STUDS L AT 16" OC OVER /2" PLYWD AND 2X6 EXTER. STUD WALL TO MODULATE THE EAST FACE OF BUILDING. WRAP CEMENT PLASTER AROUND. 5' -0" AWNING 7-7" U w CO 0 CD J w w H- fF} 10 \ 4' -0" 1' -6" 14' -6" 6' -10" 18' -2" 39' -6' r r- A\ 1 /4 " =1' -0' • I '1 -' •l _ 5103 REGISTERED ARCHITECT it� 6 -16 -2011 HOWARD G. KIMURA STATE OF WASNINOTON WALL TYPES 2x4 AT 16" OC WITH 5/8" GWB EA. SIDE O2 5• /8" GWB OVER PLYWD AS CALLED OUT ON K —DWGS OVER PREMANUF. INSUL. COOLER WALL L• OW HT. PARTITION 2x4 AT 16" OC WITH 5/8" GWB EA. SIDE 42" HT OR AS SPEC'D ON THE INTERIOR DWGS O4 7' HT. PARTITION; 2x4 AT 16" OC WITH 5/8" GWB EA. SIDE WITH 3/4" PLYWOOD FULL HT ON SIDE WITH FLATSCREEN TV PROVIDE ADDITIONAL BLKG SEE A /A4.1 O5 E• XTERIOR WALL CONST. 2x6 AT 16" OC WITH 7/8" 3 —COAT CEMENT PLASTER (OR STONE WAINSCOT SYSTEM) SYSTEM OVER 2— LAYERS GRADE 'D' BLDG PAPER OVER 1/2" PLYWD SHEATHING OVER 2X6 STUDS 5/8" GWB AT INTERIOR SIDE PLUS WALL COVERING PER FIN. SCHED. O6 E• XTERIOR WALL CONST. AT FURR OUT: FURROUT WITH 1/2" PLYWD OVER 2x6 AT 16" OC OVER STANDARD 1/2" PLYWD OVER 2X6 STUDS AT 16" OC. SEE 1/A2.2 O7 STANDARD EXTERIOR WALL TYPE 5 WITH 1 —HR, NON— COMBUSTIBLE CONST. BEHIND TYPE 1 GREASE HOOD, SEE PLAN, A2.2 FOR DESCRIPTION AND RATING STANDARD O8 STANDARD 4" INSULATED COOLER WALL BY COOLER MANUFACTURER REVIEWED-FOR CODE COMPLIANCE APPROVED SEP 2 0 2011 City of Tukwila BUILDING DIVISION RECEIVED JUN 16 2011 PERMIT CENTER A 6 -16 -2011 SUBMIT PERMIT DATE REVISIONS Taco Time Restaurant 15037 Tukwila International Blvd. Tukwila, WA H.G. Kimura Architect, PLLC E -MAIL: hykimura @comcast.net Tel 425.766.5000 18012 W. Lake Desire DR. SE Fax 425.271.2383 Renton, WA 98058 DATE: 6 -3 -2011 JOB NO.10 -2042 A2.2 z 3' -6 1/2" 2'- 9-1/2" 2' -9 1 " 6" 3" ILLUMINATED TACO TIME CACTUS SIGN, PROVIDE J -BOX BEHIND SIGN Sc VERIFY EXACT LOC. W/ OWNER. 6" FURRED OUT WALL - 2 3/4" - 9 1/4". lioLV-0 1/2" JOINT LINES PAINTED STEEL CHANNEL ENTRY STRUCTURE REFER TO STRUCTURAL DWGS PREFINISHED METAL COVERED TRIM -o" ��ies Luria mtai mellemalimmike ff '_s; mi 0101.31,-.-, 1. .. -- °�-s asst z ___,17-11-rt. ECCIPM n.Q9. 601110 rtmalq r"Itrail® �. 1521120 VOISE12 rl/a.v 1.04 a a �m,,�rs�/�� /erg °' �` �ls�ar�� ,, ���~ �a a■a �I(:GNar�. �/� -. _���.ra�. '° �� ���ru fi�rr,, " �; � _° �` �e� --- 11ri���'{iG l� i '� � y-O�3iii �'"" y,. °, ''� ",ilel�- • ,� Z•U ��v8leGif�6�°�-°o�. -' PREFIN. METAL COPING ALIGN VERT. JOINTS WITH AWNING AND PROVIDE CENTER JOINT AS SHOWN. CEMENT PLASTER VERT. JT. LINES 7/8" 3 -COAT CEMENT PLASTER SYSTEM OVER 2 LAYERS GRADE 'D' BUILDING PAPER OVER 1/2" PLYWOOD SHEATHING FINAL COAT OVER CEMENT PLASTER SHALL BE AN ELASTOMERIC "DRYVIT" FINISH COAT 9,- PREFABRICATED AWNING UNIT BY INNING MANUFACTURER G MANUFACTURER TO PROVIDE FLASHING FOR AWNING SYSTEM AT TOP BRONZE ALUMINUM STOREFRONT SYSTEM WITH 1" INSULATED GLASS U =.40 WITH TEMP. GLASS PER WINDOW SCHEDULE 2X6 TRIM 2X2 AT 3.5" OC 2X2 VERT. PER ELEVATIONS 2X2 BLKG 2X4 HORIZ. M 2X4 AT 12" OC WALL SCONCE LIGHT EACH SIDE OF ENTRY DOOR, PROVIDE FLUSH ELEC. BOX BEHIND. 1X2 ON TOP OF 2X8 0\ 1/2" X 1 1/2" SPACERS AT 24" OC 2X6 VERT. P.T..THRU BOLTED 0\ EACH SIDE OF 3" DIAN GALV. POST WITH 1X 'COVER ON FRO \T /BACK SIDES 1X2 TRIM OVER 2X6 2X2 AT 3.5" OC TRELLIS DETAI SCALE 1 1/2"—r-0" TYPICAL POST DETAIL; 2X6 ON OUTSIDE OF 3" GALV POST BURY 48" DP IN 12" DIAM CONC FOOTING i SECTION THRU TRELLIS SCALE 1"=1'-0" l 9 —0 " NORTH ELEVATION 1/4"—V-0" (5 ) NOTE: VERIFY IDENTIFICATION SIGN LOCATIONS WITH OWNER PRIOR TO INSTALLATION BRONZE ALUMINUM FRAMED WINDOWS WITH INSULATED GLASS U= .40 REFER TO WINDOW SCHEDULE FOR WINDOWS REQ'D TO BE TEMPERED AWNING 4 -4 " H DIVIDED BY TWO CEMENT PLASTER VERT. JT. LINES PREFINISHED METAL FLASHING AT TOP TOP OF STONE CAP 2 1/2" X 2 1/2" X 18" STONE CAP, COLOR TO BE SELECTED BY OWNER CULTURED STONE WAINSCOT WITH MORTAR JOINTS OVER MORTAR BED OVER GALV. METAL LATH OVER 2— LAYERS GRADE 'D' BLDG PAPER OVER PLYWOOD SHEATHING. CONTRACTOR SHALL FOLLOW MANUF. INSTALL. RECOMM. FOR ACTUAL MANUF. CHOSEN BY OWNER. ABOVE SPECS ARE FOR A CULTERED STONE SYSTEM PROVIDED BY OWENS CORNING. NOTE, CULTURED STONE CHOSEN BY OWNER MAY NOT HAVE MORTAR JOINTS. 20' -2 3/0 17' -0" 14' -0 1/20 3' -0" • ION NEW WOOD TRELLIS ON EAST ELEVATION EXTERIOR FINISH SCHEDULE mark description manufacturer color number remarks bupplied ibnstalled D1 DRYVIT; SANDBLAST FINISH BENJAMIN MOORE MESA VERDE TAN AC -33 SIDEWALLS �.l GC D2 DRYVIT; SANDBLAST FINISH BENJAMIN MOORE TAWNY ROSE 2173 -20 ENTRY SIDEWALL & BANDING GC GC • DRYVIT; SANDBLAST FINISH BENJAMIN MOORE TARRYTOWN GREEN HC -134 ACCENT BANDING vagia GC �� m =ne zarer. _ate o sow_now. TERRAPIN GREEN 2145 -20 ACCENT BANDING GC GC 6" FURRED OUT WALL SEE 1/A2.2 EAST ELEVA- 1 /4 " =1' -0" 13' -2 1/4" 3' -0" • ION NEW WOOD TRELLIS ON EAST ELEVATION EXTERIOR FINISH SCHEDULE mark description manufacturer color number remarks bupplied ibnstalled D1 DRYVIT; SANDBLAST FINISH BENJAMIN MOORE MESA VERDE TAN AC -33 SIDEWALLS GC GC D2 DRYVIT; SANDBLAST FINISH BENJAMIN MOORE TAWNY ROSE 2173 -20 ENTRY SIDEWALL & BANDING GC GC • DRYVIT; SANDBLAST FINISH BENJAMIN MOORE TARRYTOWN GREEN HC -134 ACCENT BANDING GC GC 0 DRYVIT; SANDBLAST FINISH BENJAMIN MOORE TERRAPIN GREEN 2145 -20 ACCENT BANDING GC GC S1 STONE FACADE ELDORADOR STONE NANTUCKET STACKED STONE COLUMNS & CAPS GC GC M1 METAL ROOFING NU —RAY METAL HARTFORD GREEN, — AWNINGS CAP P &TRIM GC GC \ O / EXTERIOR SIDING CONSISTS OF A 3 -COAT, SCRATCH, BROWN AND FINISH COAT CEMENT PLASTER SYSTEM. FINISH COAT SYSTEM SHALL HAVE AN INTEGRAL COLOR IN AN ELASTOMERIC FINISH SYSTEM BY "DRYVIT" OR EQUAL. 112 5103 REGISTERED ARCHITECT * 6-16 -2011 HOWARD G. KIMURA STAlE OF WA9INGTON REVIEWED 'OR CODE COMPLIANCE APPROVE SEP 2 0 2011 City of Tukwila BUILDING DIVISION RECEIV CITY OF TUILA SEP 07 2011 PERMIT CENTER A 9 -1 -2011 A 8 -2 -2011 A 6 -16 -2011 DATE RESPONSE TO PLANNING COMMENTS RESPOND TO AGENCY COMMENTS SUBMIT PERMIT REVISIONS Taco Time Restaurant 15037 Tukwila International Blvd. Tukwila, WA H.G. Kimura Architect, PLLC E -MAIL: hgkimura @comcast.net Tel 425.766.5000 Fax 425.271.2383 18012 W. Lake Desire DR. SE Renton, WA 98058 DATE:.6 -3 -2011 JOB NO.10 -2042 A3.1 NOTE: VERIFY IDENTIFICATION SIGN LOCATIONS WITH OWNER PRIOR TO INSTALLATION EQUAL 4, -4" 4' -4" INSTALL CEMENT PLASTER ON BACK AND SIDES OF ENTRY TOWER 4' -4" EQUAL 20' -2 3/0 17'-9 1/40. 17' -0" 14' -0 1/241 eol QJ © ®�d_— .,.,.e��1 as^��r r. �iB.��l���iBii��i��iAi���r = /�/ /J� �D TdDO (/��lJ TAD �D �D` Nt s.s.. as ®42',f ��NOO ���N� m.� m � 1Ta =ra a-� r ) / s, LE SOUTH ELEVATION 1 /4 " =1' -0" (:9 ■ TEMP \ TEMP EMERGENCY LIGHT FIXTURE __ m ,-t�1 WEST ELEVATION 1 /4 " =1' -0" \ INACTIVE \LEAF z-AST�F!\GAL ACTIVE LEAF / ALUMINUM STOREFRONT SYSTEM WITH INSULATED GLASS U =.40 kTURP PAINT METER TO MATCH BUILDING COLOR 20' -2 3/0 1r— 9 1/z141 17' -0" PROVIDE PREFIN. MTL FLASHING AT ALL WINDOW AND DOOR HEADS 3 — ELECTRICAL CT CABINET WITH METER, SEE ELEC DWGS AINT METER TO„MAJCH BUILDING COLOR EXTERIOR FINISH SCHEDULE 1 } description manufacturer color number TEMP \ TEMP EMERGENCY LIGHT FIXTURE __ m ,-t�1 WEST ELEVATION 1 /4 " =1' -0" \ INACTIVE \LEAF z-AST�F!\GAL ACTIVE LEAF / ALUMINUM STOREFRONT SYSTEM WITH INSULATED GLASS U =.40 kTURP PAINT METER TO MATCH BUILDING COLOR 20' -2 3/0 1r— 9 1/z141 17' -0" PROVIDE PREFIN. MTL FLASHING AT ALL WINDOW AND DOOR HEADS 3 — ELECTRICAL CT CABINET WITH METER, SEE ELEC DWGS AINT METER TO„MAJCH BUILDING COLOR EXTERIOR FINISH SCHEDULE mark description manufacturer color number remarks bupplied Y' b stalled Y 0 DRYVIT; SANDBLAST FINISH BENJAMIN MOORE MESA VERDE TAN AC -33 SIDEWALLS GC GC D2 DRYVIT; SANDBLAST FINISH BENJAMIN MOORE TAWNY ROSE 2173 -20 ENTRY SIDEWALL & BANDING GC GC D3 DRYVIT; SANDBLAST FINISH BENJAMIN MOORE TARRYTOWN GREEN HC -134 ACCENT BANDING GC GC D4 DRYVIT; SANDBLAST FINISH BENJAMIN MOORE TERRAPIN GREEN 2145 -20 ACCENT BANDING GC GC 0 STONE FACADE ELDORADOR STONE NANTUCKET STACKED STONE COLUMNS & CAPS GC GC 0 METAL ROOFING NU —RAY METAL HARTFORD GREEN — AWNINGS CAP &TRIM GC GC \ O / NOTE: LAMP STEM TO MATCH GREEN AWNING. LAMP SHADE SHALL BE STAINLESS STEEL STEEL CHANNEL OVER- HANG W/ PRIMER & PAINT FIN. WALL SCONCE, EACH SIDE REVIEWED FOR CODE COMPLIANCE APPROVED SEP 202011 City of Tukwila BUILDING DIVISION ftE�tiv u CITY OF TUKW7LA SEP 0.7 2011 PERMIT CENTER 0I 9 -1 -2011 RESPONSE TO PLANNING COMMENTS AI 016 -16 -20111 SUBMIT PERMIT DATE REVISIONS Taco Time Restaurant 15037 Tukwila International Blvd. Tukwila, WA H.G. Kimura Architect, PLLC E -MAIL: hgkimura @comcast.net Tel 425.766.5000 Fax 425.271.2383 18012 W. Lake Desire DR. SE Renton, WA 98058 DATE: 6 -3 -2011 JOB N0.10 -2042 A3.2 LIGHTING FIXTURE SCHEDULE SYMBOL SYM NO. FIXTURE QTY MANUFACTURE MODEL NO. NATTS LAMP SUPPLIER REMARKS I M , F1 RECESSED LED 2X2 FIXTURE 4 LITHONIA LIGHTING 2LED 3300L FW ACRYLIC LENSE COVER 41 LED ELEC. CONTR. F2 RECESSED FLUORESCENT 2X4 FIXTURE 2 TROFFER W/ ACRYLIC LENSE COVER 68 (2) F32T8 ELEC. CONTR. EXEMPT FIXTURE :::::::c:z::;; F3 F3 RECESSED FLUORESCENT 4 PT5H0 T5 EERLESS- LWR9 -4' 54 54T5H0 ELEC. CONTR. MENU BOARD EXEMPT FIXTURE R1 R1 RED ESSED FIXTURE 15 I LITHONIA DOM6 LED (OR EQUAL) 15.6 LED ELEC. CONTR. 171 P1 •• P1 PENDANT FIXTURE 5 AMERICAN FLUORESCENT KENWOOD SERIES KEPLASRB 7.0 LED TACO TIME BRONZE FINISH P2 PENDANT FIXTURE 8 �� CUSTOMM24 -BROADWAY (3)26w TRIPLE CFL TACO TIME Ow A 4P2 T1 TRACK - TECH LIGHTING 1 MONORAIL (24 ") ELEC. CONTR. BRONZE FINISH ael T1 T2 TRACK - TECH LIGHTING 4 MONORAIL (48 ") ELEC. CONTR. BRONZE FINISH .n. 0 T2 A T3 T3 TRACK HEAD -TECH LIGHT. 9 WIT 0700 MOLZ SHADE 50 MR16 ELEC. CONTR. BRONZE FINISH 2 T4 T4 TRACKHEAD ON MOMO -POINT TACK 8 PRIMA LIGHTING 59106 32.4 LED TACO TIME BRONZE FINISH �-�j- W1 WALL MOUNT- EXTERIOR PRODUCT #15518 2 HUBBARDTON FORGE 30- 5893- 20/G34 1 -100 A ELEC. CONTR. NATURAL IRON El HARDWIRED WITH BATTERY BACK —UP EXIT SIGN — INTERNALLY ILLUMINATED WITH EMERGENCY LIGHTING 2 15 1/4" W X 8 1/2 "H X 2 1/8 D BY THE EXIT LIGHT CO. OR EQUAL. <4 ELEC. CONTR. EXIT 1/2" EMT UP TO 6' -0" 3/4" EMT UP TO 8' -6" 1" EMT UP TO 10' -0" RIGIDLY ATTACH TO STRUCTURE ABOVE 1/2" ELECTRIC CONDUIT — THIN WALL DRILL 5/32" HOLE 8c INSTALL 1/8" BOLT & LOCK NUT 12 GAGE SPLAY 45" WIRE AT 4' -0" OC CROSS RUNNER MAIN RUNNER 45^ LOCATE @ 12' -0" O.C. MAX. IN EACH DIRECTION STARTING @ 6' -0" MAXIMUM FROM EACH WALL. NOTE: EXTEND TUBE TO BE TIGHT TO CEILING GRID AND STRUCTURE ABOVE, THEN INSTALL BOLT TO SECURE ONE TUBE TO THE OTHER. TUBES SHALL LAP ONE ANOTHER AT LEAST 4" IN FULLY EXTENDED POSITION 45 WALL MOLDING IS REQUIRED TO HAVE 2' WIDE FLANGE AT PERIMETER OF ROOM ATTACH GRID AT TWO SIDES TO 2" MOLDING AND AT OPPOSITE SIDES, ALLOW 3/4" GAP, NON— ATTACHED FOR MOVEMENT. REFER TO SUSPENSION SYSTEMS FOR ACOUSTICAL LAY —IN CEILINGS, FIELD TECHNICAL INFORMATION #401 NORTHWEST WALL 8c CEILING BUREAU. 3/4" ELECTRIC CONDUIT — THIN WALL SLOT END OF TUBE TO FIT OVER CEILING RUNNER INSTALL CEILING IN ACCORDANCE WITH ASTM C635 AND ASTM C636 & ASCE 7 -02 AND CISCA STDS. A COPY CAN BE REQUESTED OF THE ARCHITECT OF RECORD BY CALLING THE OFFICE LISTED BELOW, FOR ADDITIONAL DETAIL INFORMATION THAT IS REQUIRED. O ACOUSTICAL PANEL SEISMIC BRACING DETAIL NT8 I \TERIOR LIGHTING BUDGET <ITCHE \/ PREP <ITCHEN/ SERVICE: EXEMPT FROM LIGHTING POWER ALLOWANCE LOBBY/ DINI \G AREA/ RESTROOMS/ HALL: 1362 SF x 1.3 WATTS /SQ.FT. = 1770.6 WATTS ADDITIONAL ALLOWED WATTAGE FOR 1123 SF ©11' -0" AFF 2% OF 1123 SF X 1.3 WATTS/SQ.FT. = 1459.9 WATTS = 29 WATTS TOTAL WATTS ALLOWED = 1799.6 WATTS Fl 4 ©41W= 164W R1 15 © 15.6W = 234W P1 5 ©7W = 35W P2 8 ©78W = 624W T3 9 @ 50W = 450W T4 8 @ 32.4W = 259.2W TOTAL WATTS PROVIDED = 1766.2 WATTS W2 — BASELITE CORPORATION CUSTOM ARM FOR GOOSENECK EXTERIOR FIXTURE. FINISH IN ANODIZED BRONZE #62 EXTERIOR WALL MOUNTED AWNING LIGHT 3 A4,1 ACOUSTICAL PANEL CLG WITH 4' THICKNESS AT EDGE CABLE & POWER MTD 6' AFF CENTERED ABOUT WALL FLAT SCREEN TV DASHED BAR SEATING AND TABLE " I +0 I ■ O DBL 3.51X20 GA ME. STUD PAINTED SAME COLOR AS CEILING 1X HARDWOOD CAP WT1H 2° OVERHANG ALL SIDES W/PT FIN. 3/4' PLYWD BEHIND GWB, SEE PLAN BASE ELEVATION BAR SEATING NEAR FLATSCREEN AC. PNL CEILING 4" HT SECURED TO FLAT METAL STUD BEHIND 1/8" DIAM CABLE TO SUSPEND AC PNL GRID FROM STRUCT. ABOVE. METAL CORNER ANGLE AC PNL ALONG HORIZ. SURFACE ACOUSTICAL PANEL SEISMIC BRACING DETAIL NT8 STAINLESS STL WALL COVERING OVER GWB SURFACE PER IMC 507. BEHIND TYPE I HOOD FROM TOP OF BASE TO BOT. OF HOOD INSTALL $" GWB TYPE 'X' OVER 1 g" MIL STUDS AT 24" OC OVER e" GWB TWYP 'X' ON EXTERIOR STUD SYSTEM, FULL HT TO BOT. OF ROOF DECK 1 —HR WALL PER GA FILE NO. 1340 22 GA S.S. PANELS IN GRID WITHIN 18" OF HOOD (A1 / I FIRE SPRINKLER O A Alf. WOM >F< EN 111 • NAT. GAS ELEC. CAB. 3i \ W4 T4 • 1 DRY STORAGE I EXIT I/ IRE On.. PREP: W4 D F KI1CHEN 11�iI F2 D T2 T3 T3 `f2 T3 T3 FREEZER VP COOLER DINING 101 OPEN CEILING TO TRUSSES 11'+ AFF T3 T1 T3 T T3 DLT2 T3 T4 T4 THRU S: F2 109 Vol W2 W2 I — (8' -0') CEILING HT. 8 —'0" AFF (8' -0 CO O CO w x SERVICE F2 OFF CE IIlpO CI► - V REFLECTED CEIL \G PLA\ SCALE: 1/4" = 1' -0" 'PO I • I W2 L- OPEN CEILING TO TRUSSES 11'+ AFF (A) (3) C_ ) 1-„D REVIEWED FOR CODE COMPLIANCE APPROVED SEP 2 0 2011 City of Tukwila BUILDING DIVISION RECEIVED JUN 16 2011 PERMIT CENTER 6 -16 -2011 SUBMIT PERMIT DATE REVISIONS Taco Time Restaurant 15037 Tukwila International Blvd. Tukwila, WA H.G. Kimura Architect, PLLC E -MAIL: hgkimura @comcast.net Tel 425.766.5000 Fax 425,271.2383 18012 W. Lake Desire DR. SE Renton, WA 98058 DATE: 6 -3 -2011 JOB NO.10 -2042 A4.1 MECHANICAL UNIT GALV. MTL. FLASHING RUN ROOFING UP CANT AND SUPPORT CANT STRIP SINGLE PLY ROOFING PLYWOOD SHEATHING RIGID INSULATION 4x10 WD. UNIT SUPPORT. RUN PERPENDICULAR TO ROOF JOIST VIECHANICAL CURB DETAIL SCALE: 1" = 1' -0" P BILCO S -50 ALUM. ROOF HATCH PROVIDE POP —UP SUPPORT POLE INSULATED ROOF HATCH 30" X 36" MIN. ACCESS SINGLE PLY ROOFING CANT STRIP RIGID INSULATION 3/8" STEEL ANGLE W/ 2— 1/2" DIA. LAG BOLTS 1" DIA. STEEL DOWEL RUNG 3/8" X 2.5" FLAT BAR STEEL LADDER RAILS GRIND ALL EDGES SMOOTH PROVIDE PRIMER AND PAINT FINISH c„ ROOF HATCH DETAIL A4.� SCALE: 1" = 1' -0" SEALANT CLAMP LAP SEALANT VE \T DETAIL SCALE: 1 1/2" = 1' -0" SINGLE -PLY ROOFING MEMBRANE OVER RIGID INSULA11ON EPDM PIPE FLASHING BOOTS VENT PIPE PLYWOOD SHEATHING 1' -6" (4) DAYLIGHT OVERFLO DOWNSPOUT 12" A QVE FIN. FLOOR WITH INSEC I CAP. II 4" ROOF DRAIN I I CONNECT TO TIGHTLIIIJE FOR DOWNSPOUT DRAINAGE OVERFLOW ROOF DRAIN 2" ABOVE ROOF DRAIN. SLOPE ROOF 1/4" P =R FOOT MIN. tzt r) c.4 I DN. SLOPE ROOF 1/4" PER FOOT MIN. DN. BEAM OR WALL BELOW �� DOWNSPOUT CONCEALED IN EXTERIOR WALL 30" X 36" INSUL. ROOF HATCH IN/ LOCK .. ................... -1... / MAU UNIT #2 LBS VALLEY 4" ROOF DRAIN OVERFLOW ROOF DRAIN 2" ABOVE ROOF DRAIN. 19' -6 1/2" SINGLE -PLY MEMMBRANE ROOFING OVER R -30 RIGID INSULATION OVER PLYWOOD DECKING. WALK -IN COOLER COMPRESSOR UNIT 21' -9" KEEP ALL EXHAUST FANS & MAKE-UP AIR UNITS 10' FROM ANY HVAC INTAKE MANIFOLD. SLOPE ROOF 1/4" PER FOOT MIN. DN. FREEZER COMPRESSOR UNIT SINGLE -PLY MEMBRANE OVER R -30 RIGID INSULATION OVER 5/8" PLYWD CRICKET OVER 2X AT 24" OC BUILT -UP OVER 3/4" ROOF DECKING ALTERNATIVELY, PROVIDE RIGID INSUL. TO CREATE - SADDLES AT LOW POINT. 03 N) METAL DECKING ROOF SLOPED AT 1/4" PER FOOT TO GUTTER AGAINST BUILDING. 19' -9" ).S. D UN 4' -O" 1 4' -O" METAL DECKING ROOF SLOPED AT 1/4" PER FOOT TO GUTTER AGAINST BUILDING. ROO- P A\ 1 /4" = 1 -0" NORTH 5103 REGISTERED ARCHITECT *� 6- 16-2011 HOWARD G. KIMURA STATE OF WASINGTON I EVIEWED I '5R CODE COMPLIANCE APPROVED SEP 2 6 2011 City of Tukwila BUILDING DIVISION RECEIVED JUN 16 2011 PERMIT CENTER 0 0 6 -16 -2011 SUBMIT PERMIT DATE REVISIONS Taco Time Restaurant 15037 Tukwila International Blvd. Tukwila, WA H.G. Kimura Architect, PLLC E -MAIL: hgkimura @comcast.net Tel 425/66.5000 Fax 425.271.2383 18012 W. Lake Desire DR. SE Renton, WA 98058 DATE: 6 -3 -2011 JOB NO.10 -2042 A4.2 TYPICAL MOUNTING HEIGHTS r. d 9" MAX. 3' -0" 1)7 q_ CV • ■ SURFACE MOUNTED TOILET TISSUE DISPENSER (H.C. STALLS) - o 3' -O" 0 0 a ❑ SURFACE MOUNTED TOILET TISSUE DISPENSER (TYP. STALLS) 2' -2" t2'-2" A ❑ SURFACE MOUNTED SANITARY NAPKIN DISPOSAL (H.C. STALLS) ❑ SURFACE MOUNTED SANITARY NAPKIN DISPOSAL (TYP. STALLS) N) `( 1n I - Qz ❑ RECESSED TOILET- SEAT -COVER DISPENSER & TOILET TISSUE DISPENSER (H.C. STALLS) • ❑ RECESSED TOILET - SEAT -COVER DISPENSER, SANITARY NAPKIN DISPOSAL & TOILET TISSUE DISPENSER (H.C. STALLS) %1' -6 �V; A LL NEW VERT. GRAB BAR OF TOILET ❑ RECESSED TOILET- SEAT -COVER DISPENSER (TYP. STALLS) FLUSH CONTROL ON OPEN SIDE OF TOT' CT 3 \ 0 CV ■ SURFACE MOUNTED TOILET - SEAT -COVER DISPENSER (H.C. STALLS) SURFACE MOUNTED PAPER TOWEL DISPENSER AND WASTE RECEPTACLE EQ EQ ❑ SURFACE MOUNTED ■ RECESSED NAPKIN/TAMPON PAPER TOWEL VENDOR DISPENSER t.EQ ,EQ� ‘-‘.."-•7? X ■ TOILET & GRAB BARS ■ - INDICATES APPLICABLE TO THIS PROJECT ■ URINAL ❑ URINAL ❑COAT HOOK H.C. HEIGHT TYP HEIGHT H.C. STALL ■ COAT HOOK TYP STALL A ■ SINK INSUL. HOT, COLD & DRAIN LINES 10' -00 MIN. 10' MIN. DISTANCE TO ADJACENT AIR INTAKES / INLETS MAKE -UP AIR UNIT 16 GA GALV TOP PLATE WELD TO DUCT VENT ROOF CURB ADAPTER BASE FLASHING AND CANT STRIP, WATER TIGHT LEVEL CURB / ROOF LINE a I iV Co FT— :: S❖:• :•:�.•:.�::•: ❖: ❖:S ❖:•:•:•:•:. ❖: i❖:•: oS❖::•:•:: 4❖:❖:❖:❖ : ❖:•:•:�.•::5::: ❖:•:•::5.;.;.•i r'.•.•.•. ❖ :.. ❖.• :.•r ❖:..•i P.•.- . -...•i :.•i .. :.- ...•.•.•.D �.•..- :.•...•...•i : ►_ a MI/ 1 -HR RATED CONST: MTL STUDS WITH 5/8" GWB TYPE 'X' GWB BOTH SIDES. IEMPERED MAKEUP AIR DISCHARGED INTO KITCHEN AREA, SEE HOOD DWGS 1 -HR RATED T -BAR CEILING STAINLESS STEEL COVER 18" FROM FACE OF HOOD 16 GA S.S. METAL CLOSER KIT; WELD TO DUCT. 11 -6N EXHAUST DUCT CONNECTION FROM HOOD PER NFPA -96 (CURRENT EDITION) VERIFY SIZE W/ HOOD DWGS • ••■ N 20 GA S.S. OVER 5/8" GWB TYPE 'X' OVER 1 5/8" STEEL STUDS AT 24" OC OVER 5/8" GWB TYPE 'X' OVER EXTERIOR STUD WALL ASSEMBLY SHALL CONFORM TO ONE -HR WALL GA FILE NO. WP 1340 PER THE GYPSUM FIRE RESISTANCE MANUAL KITCHEN FLOOR LINE CO • N SOA TYPICAL GREASE OUTLET DBL TJI TO MATCH ROOF STRUCTURE FOR SUPPORT OF SHAFT WALL VANITY HANDICAP WOV 1 /4" = 1' -0' AIR SPACE; MAINTAIN 3" MIN, 12" MAX CLEARANCE ON ALL SIDES OF DUCT, TYP. ALL GREASE DUCT SHAFT ENCLOSURES TO BE SIZED PER HOOD MFG. DUCTWORK TO BE ALL WELDED CONSTRUCTION LIQUID & AIR TIGHT, CONTINUOUS. ENAMEL PT. FIN. 24x36 MIRROR 4' HT TILE WAINSCOT 21 "X19" CHINA SINK, AMERICAN STD. OR EQ. INSULATE HOT, COLD & WASTE WATER PIPES. NOTE: A WET CHEMICAL EXTUINGUISHING SYSTEM WILL BE PROVIDED FOR ALL CLASS 1 HOODS AND WILL COMPLY TO THE 2009 IMC, THE LOCAL FIRE DEPARTMENT AND FIELD INSPECTION BY THE LOCAL JURISDICTION. 3" AIR SPACE WITH WALL CLOSURE FIRE EXTINGUISHING SYSTEM CONTRACTOR WILL PROVIDE DETAILED DRAWINGS AND SPECIFICATIONS TO THE LOCAL JURISDICTION FOR REVIEW. NOTE: MAINTAIN A CLEARANCE FROM COMBUSTIBLE MATERIALS OF NOT LESS THAN 18" FROM THE HOOD IN ALL DIRECTIONS PER 2009 IMC 507.9, EXCEPTION. STAINLESS STEEL FULL HEIGHT ON COOKING LINE SIDE FROM FIN. FLR. TO AC PNL CLG. AND 18" BEYOND HOOD IN ALL DIRECTIONS (A) ONE -HOUR LISTED TYPE 1 EXHAUST HOOD 1/2" = 1' -0" EN'S TOILET 0 CV TOILET ELEVATION v1EN'S SIM.) SEAT COVER DISPENSER. VERTICAL GRAB BAR, SEE H.C. STDS. DRAWING, THIS SHEET. TOILET PAPER DISPENSER. SIDE TOILET ELEVATION NOTE: REFER TO STD. HANDICAP HEIGHT CHART, THIS SHEET, FOR FURTHER CLARIFICATION ON HEIGHTS REQ'D. URINAL ELEVATION 17" 17" 17" E 1011 O I� FD 60" DIAL' � RI -ACCESS. 7 - - (- CIRCrt f—, I 1_ �_....... _.._:: ...1 1' -9" 6' -4 ", , 3' -3 7/8" 102 © 2, ENLARGED TOILET ROO VIS 1/4' =1'-0' 2' -2N /DUCT SHAFT + 1 ONE-HR SHAFT - PLAN VIEW GA FILE NO. WP 1070 GENERIC GYPSUM WALLBOARD, STEEL STUDS, MINERAL FIBER INSULATION One layer 1/2" type X gypsum wallboard or gypsum veneer base applied parallel to each side of 21/2" steel studs 24" o.c. with 1" Type S drywall screws 8" o.c. at vertical joints and 12" o.c. at intermediate studs. 2" mineral fiber insulation, 2.5 pcf, friction fit in stud space. Also fire tested with 11/2" mineral fiber insulation, 3.0 pcf, stapled to board in stud space. Joints staggered 24" on opposite sides. (NLB) 1 HOUR FIRE 45 to 49 STC SOUND Thickness: Approx. Weight: Fire Test: Sound Test: 31/2" 5 psf FM WP 51 -1, 9- 22 -66; OSU T -3362, 11 -23 -65 RAL TL69 -42, 10 -17 -68 OPTIONAL 1 -HR RATING: UTILIZE 3M ARE WRAP AROUND DUCT WITH UL LISTING 1 -HR MIN. 1 HR UL RATED WALL GA ALE NO. 1070 GYPSUM ARE RESIST. MANUAL 3/4N P.T. PLYWOOD ABOVE ROOF ON EXTERIOR SIDE. WRAP ROOF MEMBRANE UP AND OVER ROOF CURB 2 1/2N STEEL STUDS AT 16a OC. SEAL ALL JOINTS IN GYPSUM COMPOUND AND TAPE. i L, 6 -16 -2011 SUBMIT PERMIT DATE RE \a`I '�.N :D OR CODE COMPLIANCE APPROVED SEP 2 0 2011 City of Tukwila BUILDING DIVISION RECEIVED JUN 16 2011 PERMIT CENTER REVISIONS Taco Time Restaurant 15037 Tukwila International Blvd. Tukwila, WA H.G. Kimura Architect, PLLC E -MAIL: hgkimura @comcast.net Tel 425.766.5000 Fax 425.271.2383 18012 W. Lake Desire DR. SE Renton, WA 98058 DATE: 6 -3 -2011 JOB NO.10 -2042 A4.3 6N 6N r'EASE DUCT C MIME ONE-HR SHAFT - PLAN VIEW GA FILE NO. WP 1070 GENERIC GYPSUM WALLBOARD, STEEL STUDS, MINERAL FIBER INSULATION One layer 1/2" type X gypsum wallboard or gypsum veneer base applied parallel to each side of 21/2" steel studs 24" o.c. with 1" Type S drywall screws 8" o.c. at vertical joints and 12" o.c. at intermediate studs. 2" mineral fiber insulation, 2.5 pcf, friction fit in stud space. Also fire tested with 11/2" mineral fiber insulation, 3.0 pcf, stapled to board in stud space. Joints staggered 24" on opposite sides. (NLB) 1 HOUR FIRE 45 to 49 STC SOUND Thickness: Approx. Weight: Fire Test: Sound Test: 31/2" 5 psf FM WP 51 -1, 9- 22 -66; OSU T -3362, 11 -23 -65 RAL TL69 -42, 10 -17 -68 OPTIONAL 1 -HR RATING: UTILIZE 3M ARE WRAP AROUND DUCT WITH UL LISTING 1 -HR MIN. 1 HR UL RATED WALL GA ALE NO. 1070 GYPSUM ARE RESIST. MANUAL 3/4N P.T. PLYWOOD ABOVE ROOF ON EXTERIOR SIDE. WRAP ROOF MEMBRANE UP AND OVER ROOF CURB 2 1/2N STEEL STUDS AT 16a OC. SEAL ALL JOINTS IN GYPSUM COMPOUND AND TAPE. i L, 6 -16 -2011 SUBMIT PERMIT DATE RE \a`I '�.N :D OR CODE COMPLIANCE APPROVED SEP 2 0 2011 City of Tukwila BUILDING DIVISION RECEIVED JUN 16 2011 PERMIT CENTER REVISIONS Taco Time Restaurant 15037 Tukwila International Blvd. Tukwila, WA H.G. Kimura Architect, PLLC E -MAIL: hgkimura @comcast.net Tel 425.766.5000 Fax 425.271.2383 18012 W. Lake Desire DR. SE Renton, WA 98058 DATE: 6 -3 -2011 JOB NO.10 -2042 A4.3 P BOT. OF TJI P 20' -2 3/0 17' -0" 14' -0 1/20 1 9' -0" 3' -0" P L BUILDING SECTION A -A 1/4' =1'-0' P BUILDING SECTION B -B 1/4' = T-0' 5103 REGISTERED ARCHITECT /' '/ 6 -16 -2011 HOWARD G. KIMURA STATE OF WASHINGTON REVIEWED F'OR CODE COMPUANCE APPROVED SEP 2 0 2011 City. of Tukwila BUILDING DIVISION RECEIVED JUN 16 2011 PERMIT CENTER A 6 -16 -2011 SUBMIT PERMIT DATE REVISIONS Taco Time Restaurant 15037 Tukwila International Blvd. Tukwila, WA H.G. Kimura Architect, PLLC E -MAIL: hgkimura @comcast.net Tel 425.766.5000 Fax 425.271.2383 18012 W. Lake Desire DR. SE Renton, WA 98058 DATE: 6 -3 -2011 JOB NO.10 -2042 A5.1 P L P ,Lj ..5 : a• ^7 ..........., ..,,,,.... Vii,:: MENU BOARD SPACE WSFC INFORMATION• ALL EXTERIOR GYPSU BOARD SURFACES TO PVC PRIMER PAINT F BARRIER WALL RECEIVE R VAPOR R -30 RIGID INSULATION TYP. AT ROOF WINDOWS SHALL HAV: A U -VALUE OF .40 MAX., TYPICA R -21 BLANKET INSULATION TYP. AT EXTERIOR WALL SHGC = .40 R -10 RIGID INSULATION TYP. AT FOUNDATION ELECTRIC RESISTANCE HEATING IS NOT ALLOWED ON THI► BUILDING 6 MIL VAPOR BARRIER TYP. BELOW SLAB WITH 12" OVERLAPPING JOINTS y.• ,.,,.., ALL GLAZING & DOOR U- VALUES SHALL BE DETERMINED, CERTIFIED & LABELED IN ACCORDANCE WITH STD. RS -31 BY A CERTIFIED INDEPENDENT AGENCY LICENSED BY THE NATIONAL FENESTRATION RATING COUNCIL (NFRC) BUILDING SECTION C -C BUILDING ENVELOPE: ALL OPENINGS IN EXTERIOR ENVELOPE SHALL BE SEALED, CAULKED, GASKETED,I OR WEATHERSTRIPPED TO LIMIT AIR LEAKAGE 114' =1' -0' 'pon 5103 REGISTERED ARCHITECT HOWARD G. KIMURA STATE OF WASHINGTON A 0 REVIEWED FOR CODE COMPLIANCE APPROVED SEP 2 0 2011 City of Tukwila BUILDING DIVISION RECEIVED JUN 16 2011 PERMIT CENTER A 6 -16 -2011 SUBMIT PERMIT DATE REVISIONS Taco Time Restaurant 15037 Tukwila International Blvd. Tukwila, WA H.G. Kimura Architect, PLLC E -MAIL: hgkimura @comcast.net Tel 425.766.5000 Fax 425.271.2383 18012 W. Lake Desire DR. SE Renton, WA 98058 DATE: 6 -3 -2011 JOB NO.10 -2042 A5.2 WALL SECTION 1/2' =1'-0' REFER TO SECTION 1, THIS SHT. FOR SIM M ATERIAL REFERENCES 00 �6.2 l Atmemeoiwmmwmwmw WALL SECTION 1/2' =1' -0' REFER TO SECTION 1, T IS SHT, FOR SIB ATERIAL REFERENCES PRE -FIN SHED METAL COPING OVER #15 BLDG PAPER OVER 1/2" PLYWOOD CEMENT PLASTER WITH DRYVIT I\ COLOR TEGRAL PAINTED STEEL BRACKET PER STRUCTURAL STEEL BAR SUPPORT FLASHING ABOVE STEEL C ANNEL OVERHANG 24 GA PREFINISHED, METAL GUTTER SECTION APPROX. 5" W X 4" HIGH WTH NTL. DOWNSPOUT 24 GA PREFINISHED, STANDING SEAM METAL ROOF SECURED TO STEEL ANGLES AT TOP & BOTTOUI OF ROOF SLOPE. STEEL BAR SUPPORT PROVIDE WINDOW TAPE & ALUM. FLASHING BETWEEN STOREFRONT HEAD AND STL. ANGLE TO NIT GATE ELECTROLISIS. SEAL OVER BACKER ROD CONCEALED DOWNSPOUT, 3" ABS PIPING STONE CAP WITH FLASHING ABOVE STONE VE EER FINISH BOT. OF TJ LOCATE STONE VENEER TO WTHI\ 1/4" OF CONCRETE SLAB AND SEAL WITH CENENTITIOUS GROUT AROUND GALV. MTL. FLASHING POWNWIN I ,,,,,,, 'N ;Or IV/ : V Nr ] te WALL SECTION 1/2' =1' -0' WRAP SINGLE -PLY MEMBRANE UP & OVER PARAPET WALL BEFORE INSTALLING METAL COPING LAP JOIN T PER MAN UF. STDS. SINGLE -PLY MEMBRANE OVER R -30 RIGID INSUL. OVER 3/4" PLYWOOD ON TRUSS JOISTS ACOUSTICAL PANEL LAY -IN CEILING SUSPENDED FRON TRUSS JOISTS ABOVE R -21 BLANKET INSULATION TYPICAL IN EXTERIOR WALL 21320Natenifenen CONCRETE SLAB OVER 6 -MIL VAPOR BARRER WITH 12" OVERLAPPING JTS OVER 4" GRANULAR FILL R -10 RIGID INSULATION AT FOUNDATION RAISED PLATFORM FOR SEATING, 3/4" PLYWD OVER P.T. 2X6 STUDS AT 12" OC 24 GA PRE — FINISHED METAL COPING TO MATCH NEW STANDING SEAM METAL ROOF WITH CONCEALED CLIP ON EXTERIOR SIDE, SURFACE MTD CLIP ON 1 INTERIOR PARAPET SIDE PROVIDE INTEGRAL COLOR IN FINAL COAT "DRYVIT" PER OWNERS SELECTION 2X6 WOOD BLOCKING FIRE STOP AT TOP & BOTTOM OF LEDGER 3 -COAT CEMENT PLASTER SYSTEM 7/8" CEMENT PLASTER SYSTEM OVER 2 LAYERS GRADE 'D' BLDG PAPER OVER 1/2" PLYWOOD OVER 2X6 STUDS AT 16" OC WITH R -21 BLANKET INSUL. .130T. O FABRIC COVERED AWNING WITH ALUM GALV, BASE FLASHING AT BOTH CONC. WALK A JD PLANTER CONDITIONS WALL SECTION 1/2' =1'-0' 6 -16 -2011 HOWARD G. KIMURA STATE OF WASHINGTON FRAME ENGINEERED BY AWNING SUPPIER PROVIDE ALUM. DRIP FLASHING ABOVE ALL WINDOW HEADS, SEAL OVER BACKER ROD ANODIZED ALUMINUv1 (BRONZE) FRAN INSULATING GLASS E WITH 1" SEALANT OVER BACKER ROD AT WINDOW PERIMETER WITH FLASHING BELOW 2 1/2 X 2 1/2 X 18" CANTED STONE WAINSCOT CAP STONE WAINSCOT FINISH, REFER TO ELEV'S FOR WAINSCOT SYSTEv & VERIFY WTH ACTUAL MANUF. USED. COMPACTED BACKFILL WITH 4" TOPSOIL AT PLANTER SECTIONS 4" DIAMETER TIGHTLINE FOR DOWNSPOUT DRAINAGE TO CONNECT TO EX STING D.S. TIGHTLINE 4" DIAvI PERFORATED FOUNDATION DRAIN WITH 6" SURROUND OF 3/4" PEA GRAVEL WITH GEO- TEXTILE FABRIC SURROUNDING ALL DRAIN ROCK PRIOR TO BACKFILLING WITH SOIL. CONNECT DRAIN TO CO SYSTEM PER CIVIL DRAWINGS NVEYANCE UNDISTURBED SOIL OR SOIL THAT HAS BEEN COMPACTED TO 95% PER ASTM D -1557 ONCE SOIL HAS BEEN PREPARED PER THE SOILS REPORT RE\f ETA E D f E CODE COMPLiANCE APPROVED SEP 2 0 2011 City of Tukwila BUILDING DIVISION RECEIVED JUN 16 2011 PERMIT CENTER 6 -16 -2011 SUBMIT PERMIT DATE REVISIONS Taco Time Restaurant 15037 Tukwila International Blvd. Tukwila, WA H.G. Kimura Architect, PLLC E -MAIL: hgkimura @comcast.net Tel 425.766.5000 Fax 425.271.2383 18012 W. Lake Desire DR. SE Renton, WA 98058 DATE: 6 -3 -2011 JOB NO.10 -2042 A6.1 REFER TO WALL SECTIONS ON A6.1 & A6.2 FOR SIMILAR MATERIALS 1/2" PLYWOOD SHEATHING 10" REFER TO WALL SECTIONS ON A6.1 & A6,2 FOR SIMILAR MATERIALS REFER TO WALL SECTIONS ON A6.1 & A6.2 FOR SIMILAR MATERIALS PARAPET DETAIL 11/2' =1' -0' PARAPET DETAIL 11/2' =1' -0' 20 GA METAL COPING WITH CONCEALED CLUP ON EXTERIOR SIDE, LOCATED OVER PARPET THAT HAS BEEN PREPARED WITH OVELAPPING SINGLE -PLY MEMBRANE PRIOR TO INSTALLATION. OVERLAP METAL COPING 12" AND PROVIDE BED OF SEALANT BETWEEN JOINTS BASE FLASHING SUPPORT FOR METAL COPING AND CONCEALED CLIP. 1 1/8" THIICK PLY WOOD X 10" WIDE PLYWOOD TOP OF PARAPET WALL TO FORM SCULPTURED PARAPET TOP. WRAP FLASHING UP UNDER METAL COPING AND PROVIDE CONCEALED CLIP BASE FLASHING, ALL COLORS TO BE COORDINATED AND MATCH UPPER CORNICE PER OWNER'S SELECTION. SECURE EXTERIOR ACCENT LIGHT ARM TO SOLID STUD BACKING BEHIND CEMENT PLASTER SURFACE PER MANUFACTURER RECOMMENDATIONS. COORDINATE STEEL OVERHANG DETAIL 11/2' =1' -0' ELECTRICAL CONDUIT LOCATION PER EXTERIOR ELEVATIONS. 24 GA METAL FLASHING TO MATCH EXTERIOR CORNICE COLORS.. PROVIDE CONCEALED CLIP. AWNING MANUFACTURER SHALL PROVIDE FLASHING ABOVE HEAD OF PREFABRICATED AWNING, GENERAL CONTRACTOR TO COORDINATE. 24 GA GALV. MTL FLASHING OVER STEEL CHANNEL WITH TAPE SEALANT BETWEEN METALS TO MITIGATE ELECTROLITIC ACTION PREFINISHED METAL GUTTER, APPROX, 5 "W X 4" H WITH REINFORCED. EDGE. LOCATE DOWN- SPOUT IN COLUMN CAVITY AT FRONT ENTRY STANDING SEAM METAL ROOF WITH WHITE BOTTOM FINISH SLOPED 1/4" PER FOOT TO GUTTER AGAINST BUILDING FACE 'Z' FLASHING INTEGRAL WITH METAL FLASHING WITH TAPE SEALANT BETWEEN METALS TO MITIGATE ELECTROLITIC ACTION. 12" STEEL CHANNEL WITH PAINT FINISH. COLOR TO BE SELECTED BY OWNER. FOR STEEL FRAME CONNECTION & DETAILS, REFER TO STRUCTURAL PLANS STEEL ANGLE SUPPORT FOR METAL ROOF ABOVE. ALUMINUM FLASHING OVER ALUMINUM STOREFRONT WINDOW SYSTEM AND DIRECTLY BELOW STEEL CHANNEL. PROVIDE TAPE SEALANT BETWEEN METALS. L J F-1 L r J 1 WALL SECTION 1/2' =1, -0' REFER TO SIMILAR NOTES & DIMENSIONS ON WALL SECTIONS 1 -4, SHEET A6.1 L J El L J REFER TO SIMILAR NOTES & DIMENSIONS ON WALL SECTIONS 1 -4, SHEET A6.1 WALL SECTION 5103 1/2' =1-0' REGISTERED ARCHITECT ' 6-16-2011 HOWARD G. KIMURA STATE OF WASHINGTON REVIEWED FOR CODE COMPLANCE APPROVED SEP 2 0 2011 City of Tukwila BUILDING DIVISION RECEIVED JUN 16 2011 PERMIT CENTER A A 6 -16 -2011 SUBMIT PERMIT DATE REVISIONS Taco Time Restaurant 15037 Tukwila International Blvd. Tukwila, WA H.G. Kimura Architect, PLLC E -MAIL: hgkimura @comcast.net Tel 425.766.5000 Fax 425.271.2383 18012 W. Lake Desire DR. SE Renton, WA 98058 DATE: 6 -3 -2011 JOB NO.10 -2042 A6.2 41'-6" 3' -0" 38' -6" 8' -3" HTT5 HTT5 HTT5 r L " 3' -0" P r HTT5 Ita 36 "x36 "x10" FOOTING W/ 4 #4 EACH WAY HTT5 L J:- L CI- HTT5 r 6x6 POST 4" SLAB 6X6 W1.4/W1.4 MESH HTT5 HTT5 HTT5 HTT5 L a HTT5 — AI S1 M I M a co cV a O I 0 O HTT5 19' -9" HTT5 19' -9" I cV eq 6" 41' -0" FOUNDATION PLAN NOTES: SCALE 1/4" = 1' -0 1. VERIFY ALL DIMENSIONS. SEE ARCHITECTURAL PLANS FOR FLOOR DEPRESSIONS. 2. HTT22 HOLDOWNS PER B/S 1. 3. TYPICAL EXTERIOR TO BE P6 EXCEPT WHERE NOTED OTHERWISE. GENERAL NOTES CODE: 2009 INTERNATIONAL BUILDING CODE LOADS ROOF SNOW 25 PSF WIND SPEED 85 MPH, EXPOSURE B SEISMIC SOIL CLASS D le = 1.0 R = 6.5 Ss = 1.58 51 = .55 FOUNDATION FOOTING BEARING PRESSURE ...1.5 KSF CONCRETE MIXING AND PLACING OF ALL CONCRETE AND SELECTION OF MATERIALS SHALL BE IN ACCORDANCE WITH THE IBC, AND ACI CODE 318 -05. CONCRETE SLUMP TO BE 5 ". DO NOT ADD WATER TO MIX TO INCREASE SLUMP. PROVIDE AIR — ENTRAINMENT 5% TO 7% FOR EXTERIOR CAST IN PLACE WALLS AND EXTERIOR SLABS ON GRADE. SAWCUT CONTROL JOINTS FOR SLABS ON GRADE AS SOON AS POSSIBLE AT MAXIMUM 15' SPACING OR AT LOCATIONS SHOWN ON DRAWINGS. MINIMUM CONCRETE STRENGTH (28 DAYS) 3,000 PSI REINFORCING STEEL ALL REINFORCING STEEL SHALL BE DEFORMED PER ASTM A615, GRADE 40 FOR #4 AND SMALLER, GRADE 60 FOR #5 AND LARGER. LAP CONTINUOUS REINFORCING BARS 40 BAR DIAMETERS, 2' -0" MINIMUM UNLESS OTHERWISE NOTED. PROVIDE CORNER BARS FOR ALL WALL REBAR 2' -0" BEND. DETAIL STEEL IN ACCORDANCE WITH THE ACI MANUAL OF STANDARD PRACTICE OF DETAILING REINFORCED CONCRETE STRUCTURES. CONCRETE COVER TO REBAR TO BE: FOOTINGS 3 INCHES FROM SOIL FORMED SURFACES — WEATHER FACE ...1 -1/2 INCHES — INTERIOR FACE...3 /4 INCH GLU— LAMINATED TIMBER AITC SPECIFICATION 24F —V4 FOR SIMPLE SPANS, AND 24F —V8 FOR CANTILEVER —SPANS PROVIDE AITC STAMP ON TIMBER. ALL GLU —LAM BEAMS SHALL FIT SNUG AND TIGHT IN THEIR CONNECTIONS AND DEVELOP FULL BEARING AS INDICATED. GLU —LAM ADHESIVE TO BE "WET— USE" TYPE PER IBC STANDARDS. CAMBER ALL BEAMS TO A 2000' RADIUS UNLESS NOTED. TIMBER JOISTS — —HF #2 STUDS — —HF #2 BEAMS, HEADERS — HF #1 OR DF #2 POSTS — —DF #1 WALL PLATES AND LUMBER NOT NOTED TO BE HF #2 ALL GRADES SHALL CONFORM TO "WWPA GRADING RULES FOR WESTERN LUMBER" — 1979 EDITION. BOLT HEADS AND NUTS BEARING AGAINST WOOD SHALL BE PROVIDED WITH STANDARD CUT WASHERS. ALL WOOD IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE TREATED. PROVIDE MINIMUM NAILING PER IBC TABLE 2304.9.1. ROOF SHEATHING: 7/16" OSB APA RATED SHEATHING (24/16). LAY UP WITH MINIMUM 1/8" CLEAR BETWEEN PANELS TO ALLOW FOR EXPANSION. NAILING SHALL BE 8d COMMON (.131" x 2 1/2 ") AT 6 "o.c. AT PANEL EDGES AND 12 "o.c. AT INTERMEDIATE SUPPORTS. PLYWOOD SHALL BE LAID WITH FACE GRAIN PERPENDICULAR TO SUPPORTS AND END JOINTS STAGGERED 4' -0 ". PLYWOOD WEB JOISTS PLYWOOD WEB JOISTS SHALL BE TJI OR ENGINEER APPROVED EQUAL WHICH DEMONSTRATES ICBO ACCEPTANCE. STRUCTURAL STEEL BOLTS— ASTM A307, UNLESS NOTED ROLLED SHAPES ASTM A992 OR A36 ALL OTHER STEEL— ASTM A36, UNLESS NOTED DESIGN, FABRICATION AND ERECTION SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE "AISC SPECIFICATION FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS." WELDING USE E70 LOW HYDROGEN ELECTRODES WITH CVN(NOTCH TOUGHNESS) OF 20FT —LBS AT 0 DEGREES F. ALL SURFACES AND ELECTRODES MUST BE CLEAN AND DRY DURING THE WELDING PROCESS. PRE -HEAT AS NECES- SARY. MINIMUM FILLETS TO BE 1/4" UNLESS NOTED. ALL WELDERS SHALL BE WABO CERTIFIED. METAL ROOF DECK AWNING ROOF PANELS SHALL BE CONNECTED TO SUPPORTING MEMBERS WITH NO.12 GA. SELF DRILLING METAL SCREWS. STITCH CONNECTION OF NESTED SIDE SEAMS SHALL BE NO.12 GA. SELF DRILLING METAL SCREWS 0 12" o.c. GENERAL INSPECTIONS ARE REQUIRED PER IBC SECTION 1701 2x6 P.T. PL W/ 5/8" DIA A.BOLTS 0 48 "o.c. EXCEPT AS NOTED ON SHEARWALL SCHEDULE EMBED 7" 3x3x3/16 WASHER EXTEND OSB DOWN OVER BOTTOM PLATE & SHEARWALL EDGE NAIL Co a CO S1 SCALE 2 X 6 HF #2 0 16"o.c. #4 HORIZONTAL @ 16" o.c. PROVIDE TWO BARS MINIMUM INSULATION PER OTHER DWGS. PROVIDE 6" BREAK IN INSULATION AT EACH REBAR FOR CONCRETE COVER #4 0 24 "o.c. (2) #4 /`'/ 6 " /5n/ SECTION 2x4 P.T. PL W/ 5/8" DIA — A.BOLTS 0 48 "o.c. EXCEPT AS NOTED ON. SHEARWALL SCHEDULE EMBED 7" 3x3x3/16 WASHER EXTEND OSB DOWN OVER BOTTOM PLATE & SHEARWALL EDGE NAIL 2' -0" #4 @ 48 "o.c. X oo I-- 3/4" = 1' -0" 2X4 HF #2 .0 12" o.c. #4 HORIZONTAL 0 16" o.c. PROVIDE TWO BARS MINIMUM a CD C S1 SCALE tr -- #4 0 24 "o.c. (2) #4 / SECTION 3/4" = l' -0" NAIL DOUBLE STUDS TOGETHER W/ 16d 0 8" o.c. SHEARWALL PER PLAN AND SCHEDULE SPECIAL INSPECTIONS ARE REQUIRED FOR PER IBC 1704 AS FOLLOWS: SPECIAL INSPECTION OF CONCRETE CONSTRUCTION SHALL BE PERFORMED IN ACCORDANCE WITH IBC TABLE 1704.4. A REPRESENTATIVE OF CASCADE TESTING LABORATORIES OR APPROVED ALTERNATE SHALL PERFORM THE SPECIAL INSPECTION. CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN FIELD AND CONTRACTOR SHALL NOTIFY ENGINEER OF ALL FIELD CHANGES PRIOR TO INSTALLATION. DRAWINGS SHOW COMPLETED STRUCTURES ONLY. TEMPORARY BRACING DURING CONSTRUCTION IS THE RESPONSIBILITY OF THE CONTRACTOR. SHEARWALL SCHEDULE MARK SHEATHING NAIL SPACING EDGE FIELD 5/8" DIA A.BOLT SPA P6 7/16" OSB ONE SIDE 6 "o.c. 12 "o.c. 48 "o.c. P4 . 7/16" OSB ONE SIDE 4 "o.c. 12 "o.c. 24 "o.c. NOTES: 1. NAIL ALL OSB WALLS WITH 8d COMMON (.131" DIA. x 2 1/2 ") NAILS. BLOCK ALL OSB SHEARWALL EDGES. 2. TYPICAL EXTERIOR — P6 UNLESS NOTED. 3. TYPICAL ANCHOR BOLTS. 5/8" DIA 0 48 "o.c. (EMBED 7 ") UNLESS OTHERWISE, NOTED. PROVIDE 3 "x3 "x3/16" PLATE WASHERS ON ALL ANCHOR BOLTS. 4. ALL NAILS INTO PRESSURE TREATED LUMBER TO BE GALVANIZED. r NAIL SHEATHING TO (2) STUDS PER EDGE NAILING ON SHEARWALL SCHEDULE SIMPSON HTT5 W /(26) 10d COMMON SINKERS INTO (2) STUDS SIMPSON SSTB24 ANCHOR 11 I HTT5 HOLDOWN SECTION 3/4" = 1' -0" PH -ri2 R EV1 E VVE FOR CODE COMPLIANCE A M' PROVED SEP 2 0 2011 City of Tukwila BUILDING DIVISION REVISIONS 9 -1 -11 - N I g g acoTime. DATE .7/26/2011 DRAWN CV JOB NO. 11038 SHEET Si RE EIV ciTVO TuNnu+ SEP 0 7 2011 PERMIT CENTER EXPIRES: 9/21/2012 g g acoTime. DATE .7/26/2011 DRAWN CV JOB NO. 11038 SHEET Si 4' –O" STEEL CHANNEL AWNI EIS21 HANGER RODS 2X6 ® 16" o.c. 4X6 Cl I �% 51 /8X9GLB Co x ROOF OPENING PER ARCHITECTURAL PLANS TOF = 146" 1 TOF = 145 1/4" DBL DBL 0 KITCHEN HOOD – 750LB HOOD SUPPORT PER SECTION F /S2 STEEL CHANNEL AWNING E /S2 n 4X6 N HANGER RODS CO TOF = 146" 4-- TOF = 145 1/4" 00LB MAK IR UNIT _ MSTC28 HORIZONTAL STRAP..- ........ — UP TOF = 154" TJI BLOCKING B /S2 A/S2 METAL CURBS PROVIDED WITH.. MECHANICAL _EQUIIPEMENT SECURE TO JOISTS PER H /S2 ROOF SHEATHING PER GENERAL NOTES SIMPSON CS14 STRAP X 24' -0" LONG .... ............................... PER DETAIL G/S2 J CD rn CO oo cj J C' x Co Co x C ^> FABRIC AWNINGS TOF = 156" —LC/S2 5p0c C) CO TOF = 155 1/2" E/S2 7-- STEEL CHANNEL AWNING 5 1/8 X 9 GLB ROOF FRAMING PLAN NOTES: 1. TYPICAL ROOF - 14" TJI 230 @ 24" o.c. 2. VERIFY ALL ROOF TOP EQUIPMENT AND HOOD WEIGHTS. 3. TOF = TOP OF FRAMING (BOTTOM OF PLYWOOD). SCALE 1/4" = 1' -0" BEAM PER PLAN 8d @ 6" o.c. ITT3514 HANGER SECTION SCALE LAP PLATES W/ (20) 16d SIMPSON LTS18 STRAP ® 48" o.c. BEND STRAP AROUND STUD. 8d @ 4" o.c. 2 X 12 LEDGER W/ (5) 16d NAILS EACH STUD PROVIDE DOUBLE STUDS AT LEDGER SPLICES. NAIL EACH END TO STUDS W/ (5) 16d. ITT3514 HANGER 2 X 6 LEDGER W/ (3) 16d NAILS EACH STUD BEAM PER PLAN 3/4" = l' -0" TJI BLOCKING 16d CAD 4" o.c. 8d ® 4" o.c. 2X4 HF #2 STUDS CD 12" o.c. 7/16" OSB SHEARWALL PER PLAN 2X6 STUDS 0 16" o.c. 4X6 BLOCKING MINUMUM OR GREATER AS REQUIRED BY MANUFACTURER. PROVIDE A35 EACH END TOP AND BOTTOM. FABRIC COVERED LIGHT GAGE STEEL AWNINGS DESIGNED BY MANUFACTURER. /—I 8d ©4" o.c. 2 X 6 BLOCKING 16d ® 4" o.c. TO LEDGER 16d 8" o.c. Q SECTION SCALE 3t C-) w Co BEAM PER PLAN WITH A35 TOP AND BOTTOM AT EACH END. 16d 0 8" o.c. 3/4" = 3, -7" VERIFY 1/4 CO * i SCALE SECTION LAP PLATES W/ (20) 16d II-112 3/4" = 1' -0" SIMPSON LTS18 STRAP ® 48" o c BEND STRAP AROUND STUD. 8d © 4" o.c. 2 X 4 FLAT BLOCKING ON "Z" CLIPS ® 24 "o.c. (5) 8d TO BLOCKING x 2 X 8 LEDGER W/ (2) 16d EACH STUD 2 X 6 BLOCKING ' 16d ® 4" o.c. TO LEDGER BEAM PER PLAN (2) 4X6 POSTS SPACED 6" CENTER TO CENTER TO RECEIVE BOLTS. PROVIDE (2) A35 TOP AND BOTTOM. 3/4 "x8 "x8" PLATE W/ (4) 1/2" BOLTS THRU STUD POST 1" DIAMETER BAR W/ CLEVIS EACH END. PROVIDE 1/2" PLATES AT EACH END FOR PIN CONNECTIONS. MC12x10.6 TYPICAL CHANNELS. PROVIDE MITERED CORNERS. SEE ARCHITECTS SECTION FOR ALL FLASHING, GUTTER AND WATERPROOFING DETAILS. BOLT TO BEAM W/ 1/2 "x 5" LAG BOLTS ® 16" o.c. `3/8" WEB STIFFENERS LOCATED AT TIE RODS 1/4 1/4 1/4 1 1/2" x 20 GAGE METAL DECKING PER GENERAL NOTES \2 -16 /2 -16 5x 3 1/2x 5/16 ANGLE TO SUPPORT DECK AND GUTTER 1/4 4x 4x 1/4 ANGLE Q SECTION SCALE 3/4" = 1' -0" 2X6 STUDS ® 16" o.c. 4X6 BLOCKING MINUMUM OR GREATER AS REQUIRED BY MANUFACTURER. PROVIDE A35 EACH END TOP AND BOTTOM. FABRIC COVERED LIGHT GAGE STEEL AWNINGS DESIGNED BY MANUFACTURER. 8d ® 4" o.c. / 16d ®8" o.c. BACKER BLOCK TIGHT TO TOP FLANGE OF JOIST. ATTACH (10)10d (.128 "x3 ") NAILS CLINCHED I 4X6 BEAM WI SIMPSON BA412 HANGERS EACH END REVISIONS 9 -1 -11 -N„ .:•:. .. acomme.., , „:„.....: DATE 7/26/2011 DRAWN CV JOB NO. 11038 SHEET S2 REV EWWED FOR CODE COMPLIANCE APP OVER SEP 20 2011 City of Tukwila BUILDING DIVISION I HOOD PER MFR. ` SUPPORTS TO BE LOCATED AT 10' ON CENTER MAXIMUM BACK EDGE OF HOOD TO BE ATTACHED TO STUDS W/ #10 x 3" SCREWS ® 16" o.c. 1/2 THREADED ROD W/ 2 "x2 "x.229" PLATE WASHER AT TOP. PROVIDE DOUBLE NUTS AT EACH END. HOOD SECTION. SCALE SIMPSON CS14 STRAP PER PLANS. NAIL W/ 8d COMMON (.131" x 2 1/2 ") ® 6" o.c. PROVIDE 2X4 FLAT BLOCKING UNDER STRAP. BACKER BLOCK TIGHT TO TOP FLANGE OF JOIST. ATTACH (10)10d (.128 "x3 ") NAILS CLINCHED 3/4" = 1' -0" ROOF TOP EQUIPMENT PER PLAN METAL CURB PER HVAC MFR. CITY OF TULA SEP 072Oii PERMIT CENTER SECURE CURBS WI SIMPSON SDSY4x23i SCREWS TO BLOCKIN SECTION ® SCALE 3/4" = 1' -0" TJI BLOCKING UNDER CURB W/ ITS2.37/14 HANGER dII SECTION SCALE 3/4" = 1' -0" EXPIRES: 9/21/2012 .:•:. .. acomme.., , „:„.....: DATE 7/26/2011 DRAWN CV JOB NO. 11038 SHEET S2 E 0 rn M N Sri a) ; 0 > 0 a) 0 w 0 J a_ LAYOUT NAME: Layoutl GENERAL NOTES 1) COMPLETE INSTALLATION OF THE MECHANICAL SYSTEM SHALL BE PER THE CITY OF TUKWILA'S BUILDING, MECHANICAL, ENERGY, PLUMBING, FIRE AND HEALTH CODES AND REGULATIONS AS ADOPTED BY THE LOCAL JURISDICTION. 2) ALL AIR - CONDITIONING UNITS WITHOUT INTERNAL TRAP SHALL HAVE A P -TRAP FOR THE CONDENSATE PAN WITH PLUG TEES FOR CLEANING AND CONDENSATE PIPES SHALL BE DISCHARGED TO EXISTING CONDENSATE WASTE PIPING. VERIFY SIZE AND LOCATION AT SITE. 3) MECHANICAL CONTRACTOR SHALL COORDINATE DIFFUSER LOCATIONS AND DUCT ROUTING CLEARANCES WITH THE STRUCTURAL, REFLECTED CEILING AND LIGHTING PLANS. 4) PLUMBING CONTRACTOR SHALL COORDINATE PLUMBING VENT STACKS WITH THE EQUIPMENT TO MAINTAIN A MINIMUM OF 10 FT. FROM THE OUTSIDE AIR INTAKES. 5) ALL FIRE RATED STRUCTURE SHALL BE FIRE DAMPERED. VERIFY WITH THE ARCHITECTURAL AND INSTALL PER THE LOCAL JURISDICTIONS. 6) ALL AIR DISTRIBUTION OUTLETS SHALL HAVE VOLUME CONTROL DEVICES. 7) ALL VOLUME DAMPERS IN NON- ACCESSIBLE CEILINGS SHALL HAVE A CONTROL ARM EXTENDED TO AN ACCESSIBLE LOCATION ('YOUNG" REGULATIONS OR EQUAL). EXACT LOCATION OF CONTROL DEVICES VISIBLE IN FINISHED SPACES SHALL BE COORDINATED WITH THE ARCHITECT. 8) ALL 90 DEGREE TRUNK DUCT ELBOWS SHALL BE SMOOTH -ROUND OR SQUARE WITH TURNING VANES. 9) MECHANICAL CONTRACTOR SHALL LOCATE AND COORDINATE EXACT LOCATION OF PIPING AND DUCTWORK AND PENETRATIONS WITH THE STRUCTURE. 10) MAXIMUM LENGTH OF FLEXIBLE DUCTS SHALL BE 6' OR AS SHOWN ON DRAWINGS. 11) ALL DUCTWORK, EQUIPMENT AND PIPING SHALL BE SEISMICALLY SUPPORTED PER SMACNA AND LOCAL REGULATIONS. 12) ALL AIR FILTERS SHALL HAVE EFFICIENCY BASED ON THE ASHRAE STANDARD 52 -76 (ATMOSPHERIC DUST SPOT). 13) ALL MECHANICAL EQUIPMENT SHALL CONFORM TO SMACNA AND LOCAL REGULATIONS FOR SEISMIC RESTRAINT (INCLUDING PIPING AND DUCTWORK). 14) ALL EQUIPMENT AND ACCESSORIES IN CONCEALED SPACES REQUIRING ACCESS SHALL HAVE ACCESS DOORS. 15) TOTAL SYSTEM SHALL BE WARRANTED FOR ONE YEAR; STARTING FROM THE TIME OF OWNER /ENGINEER'S FINAL ACCEPTANCE. 16) HVAC NOTES: A) PROVIDE FLEXIBLE CONNECTION IN ALL DUCTS CONNECTING TO AIR MOVING EQUIPMENT AS CLOSE TO FAN AS POSSIBLE. FLEXIBLE CONNECTION SHALL CONSIST OF 6" OR MORE OF AIR TIGHT, FIREPROOF FLEXIBLE NEOPRENE COATED WOVEN FIBROUS GLASS MATERIAL. VENT FABRICS, INC. OR APPROVED EQUAL. B) ALL DUCTWORK SHALL BE SHEET METAL. SOUND LINE RECTANGULAR SUPPLY AND RETURN DUCTS WITHIN 10 FEET FROM THE UNIT OPENINGS. C) ALL SUPPLY AND RETURN FLEXIBLE DUCTS SHALL BE CONSTRUCTED OF DOUBLE LAMINATION OF POLYESTER ENCAPSULATED STEEL WIRE HELIX FOR INNER CORE HIGH DENSITY FIBERGLASS INSULATION AND GRAY POLYESTER FILM WITH SPIRAL REINFORCEMENTS EQUAL TO "ATCO -70 SERIES" (MIN. POS. PRESS. = 6" W.G., NEG. PRESS = 0.75" W.C.). FLEXIBLE DUCTS AND CONNECTORS SHALL BE U.L. 181 LISTED AND MEET ALL REQUIREMENTS OF IMC 603.6. D) PROVIDE LOCKABLE VOLUME DAMPERS IN ALL AIR DISTRIBUTION OUTLETS. E) DUCT HANGERS, SUPPORTS AND METHODS OF INSTALLATION SHALL CONFORM TO ASHRAE AND SMACNA RECOMMENDATIONS. F) DUCT SIZES SHOWN ON PLANS INDICATE INSIDE FREE AREA. G) ALL DUCTWORK SHALL BE CLASS 1 AIR DUCT AS APPROVED BY U.L. -181. H) DUCTS - SHEET METAL DUCTS SHALL BE INSULATED WITH THE INSULATION AND THICKNESSES AS SHOWN HEREIN (REDUCE THE INSULATION THICKNESS BY THERMAL VALUE OF SOUND LINING). 1. SUPPLY AIR DUCTS IN HEATED SPACE; NO INSULATION REQUIRED IF SOUNDLINED, OTHERWISE 1" THICK K = 0.23 ® 75 DEGREES F. 2. SUPPLY AIR DUCTS IN NON- HEATED SPACE; APPROXIMATELY 3" THICK K =0.23 © 75 DEGREES F., TO PROVIDE A MINIMUM THERMAL RESISTANCE VALUE OF MINIMUM R -11. 3. SUPPLY AIR DUCTS OUTSIDE OF BUILDING SAME AS CONDITIONED SPACE EXCEPT WITH WEATHERPROOF BARRIER. 4. RETURN AIR DUCTS; SHALL HAVE SAME INSULATION AS THE SUPPLY AIR DUCTS. 5. EXHAUST AIR DUCTS; NO INSULATION REQUIRED. 6. INDOOR DUCTS HANDLING OUTSIDE AIR SHALL HAVE FIBERGLASS BLANKET WITH VAPOR BARRIER JACKET ASJ, 1" THICK, K = 0.23 © 75 DEGREES F. (ALL DUCTWORK FOR THE BUILDING SUPPLY FAN AND OUTSIDE AIR INTAKES TO INDIVIDUAL HEAT PUMPS). 17) DUCTWORK ALL DUCT SIZES SHOWN ON PLANS INDICATED INSIDE FREE AREA. ALL DUCTWORK SHALL BE CLASS 1 AIR DUCT AS APPROVED BY U.L. -181. A. INSTALL ALL DUCTWORK IN COMPLETE CONFORMANCE WITH RECOMMENDED CONSTRUCTION STANDARDS FOR RECTANGULAR AND ROUND SHEET METAL AND FLEXIBLE DUCTS IN ACCORDANCE WITH SMACNA DUCT CONSTRUCTION STANDARDS AND ALL OTHER AUTHORITIES HAVING JURISDICTION. MINIMUM SHEET METAL THICKNESS SHALL BE 26 GA. B. ALL DUCT JOINTS LONGITUDINAL AND TRANSVERSE ARE TO BE SEALED USING 181A OR 181B LISTED TAPES AND MASTICS. MECHANICAL FASTENERS MUST BE USED TO FASTEN DUCTS. C. STRAP HANGERS SHALL NOT BE LESS THAN 1" BY 1/8" THICK ON SIX (6) FOOT CENTERS AND ATTACHED TO SIDE OF DUCT WITH SHEET METAL SCREWS. INSULATED FLEXIBLE DUCT MAY BE USED FOR LOW PRESSURE RUN OUTS TO INDIVIDUAL DIFFUSERS IN LENGTHS NOT TO EXCEED FIVE (5) FEET FOR EACH DIFFUSER. SEAL ALL SHEET METAL SCREW PENETRATIONS. D. ALL RECTANGULAR AND ROUND SUPPLY DUCTWORK SHALL BE EXTERNALLY INSULATED WITH A MINIMUM THICKNESS THAT CONFORMS TO THE STANDARD OF THE LOCAL CODE AND SHALL AND SHALL HAVE A CONTINUOUS VAPOR BARRIER JACKET W /ALL JOINTS TAPED AND SEALED. FRESH AIR DUCT SHALL HAVE 2" INTERNAL DUCT LINER FROM POINT OF OUTSIDE AIR CONNECTION TO POINT OF CONNECTION AT PLENUM BOX OR MIXING BOX. ALL EXPOSED SPIRAL DUCT SHALL HAVE INTERNAL DUCT LINER. E. ALL INSULATION, JOINING MATERIALS, SEALER, ETC.. SHALL HAVE A U.L. FLAME SPREAD CLASSIFICATION OF NO MORE THAN 25 AND A SMOKE DEVELOPMENT RATING NOT MORE THAN 50. 18) MECHANICAL CONTRACTOR SHALL LOCATE AND COORDINATE THE EXACT LOCATION OF DUCTWORK WITHIN THE STRUCTURE WITH STRUCTURAL AND GENERAL CONTRACTOR PRIOR TO INSTALLATION OF ANY STRUCTURE OR EQUIPMENT. 19) ALL DUCT PENETRATIONS THROUGH RATED ENCLOSURES SHALL BE FIRE AND /OR SMOKE DAMPERED. 20) ALL ROOF PENETRATIONS SHALL BE MIN. OF 5 FEET AWAY FROM THE 2 -HR AREA SEPARATION WALLS. ALL PIPE, DUCT AND CONDUIT PENETRATIONS THROUGH RATED ASSEMBLIES SHALL BE FIRE AND SMOKE STOPPED PER CODE. 21) ALL MECHANICAL EQUIPMENT SHALL CONFORM TO SMACNA AND LOCAL REGULATIONS FOR SEISMIC RESTRAINT (INCL. PIPING AND DUCTWORK). 22) THE CONTRACTOR SHALL NOT OPERATE THE EQUIPMENT FOR TEMPORARY HEATING OR VENTILATION DURING THE CONSTRUCTION. (ALL EQUIPMENT SHALL RUN FOR TESTING AND BALANCING PURPOSES ONLY). NOTIFY THE ENGINEER 48 HOURS (MINIMUM) IN ADVANCE TO ARRANGE A FINAL FIELD INSPECTION PRIOR TO COVERING UP THE CEILING. 23) EACH FAN UNIT OVER 2000 CFM SHALL HAVE A DUCT /SMOKE DETECTOR PER 2009 IMC 606 IN RETURN DUCTS AS REQUIRED BY THE JURISDICTIONS. UNIT SHALL SHUT DOWN UPON SMOKE DETECTION (COORDINATE WITH FIRE ALARM CONSULTANT /CONTRACTOR PRIOR TO BIDDING/ CONSTRUCTION). 24) CONTRACTOR IS TO BRING UP THE DISCREPANCIES AND ITEMS WHICH ARE NOT SPECIFICALLY CALLED FOR OR SHOWN BUT ARE REQUIRED FOR A COMPLETE MECHANICAL SYSTEM AND AFFECT HIS CONTRACT PRIOR TO ENTERING AND SIGNING THE CONTRACT; AFTER AWARDING THE CONTRACT ALL SUCH ITEMS REQUIRED FOR A COMPLETE SYSTEM READY FOR THE OWNER'S BENEFICIAL USE SHALL BE FURNISHED AND INSTALLED INCLUDING ALL SUCH DISCREPANCY ITEMS MENTIONED ABOVE, AT NO ADDITIONAL COST TO THE OWNER AND PER LOCAL CODES. MANUFACTURER'S RECOMMENDATIONS AND APPLICABLE STANDARDS WITH THE ARCHITECT /ENGINEER'S APPROVAL. 25) ALL EQUIPMENT SUPPLIED FOR THESE SPECIFICATIONS SHALL BE FREE FROM DEFECTS IN MATERIAL, WORKMANSHIP, AND TITLE, AND SHALL BE OF THE KIND AND QUALITY DESCRIBED HEREIN. IF IT APPEARS WITHIN ONE YEAR FROM DATE OF FINAL ACCEPTANCE THAT EQUIPMENT DOES NOT MEET THE WARRANTIES ABOVE, THE CONTRACTOR SHALL IMMEDIATELY CORRECT ANY DEFECT AND SHALL RESTORE THE SYSTEM TO THE ORIGINAL SATISFACTORY CONDITIONS AT HIS EXPENSE. THE FOREGOING WARRANTY IS EXCLUSIVE AND IN LIEU OF OTHER WARRANTIES, WHETHER WRITTEN, ORAL, IMPLIED OR STATUTORY. NO WARRANTY OF MERCHANT ABILITY OF FITNESS FOR PURPOSE SHALL APPLY. (THE WARRANTY SHALL START FROM THE TIME OF ARCHITECT /ENGINEER'S FINAL ACCEPTANCE.) 26) ENTIRE INSTALLATION OF ALL EQUIPMENT, CONTROL, PIPING, DUCTWORK AND RELATED ACCESSORIES SHALL BE PER BASIC OWNERS' STANDARDS. MECHANICAL CONTRACTOR IS TO FAMILIARIZE HIMSELF WITH THESE STANDARDS. 27) MECHANICAL CONTRACTOR SHALL VISIT THE SITE AND VERIFY THE ROUTING AND INSTALLATION FEASIBILITY OF ALL EQUIPMENT, PIPING AND DUCTWORK PRIOR TO SUBMITTING HIS BID AND INCLUDE IN HIS BID ADDITIONAL PIPING, DUCTWORK, FITTINGS, OFFSETS, ETC. WHICH MIGHT BE REQUIRED FOR A COMPLETE SYSTEM READY FOR OWNER'S BENEFICIAL USE. 28) COORDINATE THE CONSTRUCTION SCHEDULE WITH THE ARCHITECT AND PERFORM ALL REQUIRED WORK IN STRICT ACCORDANCE WITH THE OWNER'S SCHEDULE. 29) MECHANICAL CONTRACTOR SHALL PAY FOR AND OBTAIN ALL REQUIRED PERMITS AND CERTIFICATES REQUIRED BY THE AUTHORITIES HAVING JURISDICTION. 30) ADJUST ALL EQUIPMENT AND PERFORM A COMPLETE AIR - BALANCING AND PUT ALL MECHANICAL SYSTEMS IN OPERATION AND SUBMIT MINIMUM 4 COPIES OF BALANCING REPORTS TO THE OWNER /ARCHITECT. GAS ROOFTOP AIR - CONDITIONING SCHEDULE DESIGNATION: RTU -1 RTU -2 ZONE: DINING KITCHEN MANUFACTURER: TRANE "PRECEDENT" TRANE "PRECEDENT" MODEL: YSC -092 YSC -092 DISCHARGE: DOWN DOWN GAS TYPE: NAT. NAT. NOMINAL TON OF CLG 7.5 7.5 COOLING @ ARI (MBH): 94.0 94.0 HEATING INPUT (MBH): 120 120 HEATING OUTPUT (MBH): 96.2 96.2 E.E.R.: 11.2 11.2 IPLV -- -- AFUE: (STEADY STATE) (80 %) (80 %) FAN MOTOR DRIVE: BELT BELT CFM: 3000 3000 E.S.P. (IN -H20): .6" .6" INDOOR FAN(HP/FLA): 1 HP 1 HP OUTDOOR FAN(FLA): 4.0 4.0 COMPRESSOR RLAILRA: 16/91 16/91 COMB. FAN (FLA): .40 .40 MCANMOCP 41.2/50 41.2/50 VOLTAGE: . 208 208 PHASE: 3 3 WEIGHT (LBS): 1000 1000 REMARKS: (1) (1) NOTES: (1) WITH ECONOMIZER / POWER EXHAUST / CRANK CASE HEATER / COMPR. SHORT -CYCLE PROTECTION, ROOF CURB, RACK AND 2" FILTERS UNIT STANDARD SAFETY FEATURES / BELT DRIVE OPTION / HI /LO PRESSURE SWITCH / SMOKE DUCT', DETECTOR IN RETURN AIR. MAKE -UP AIR UNIT SCHEDULE DESIGNATION: MAU -1 ZONE: KITCHEN MANUFACTURER: CAPTIVEAIRE MODEL: A2 -G15 DISCHARGE: DOWN C.F.M.: 3240 E.S.P. (IN -H20): .75" FAN HP: 1.5 HEATING INPUT (MBH): N/A HEATING OUTPUT (MBH): N/A AFUE N/A VOLTAGE: 208 PHASE: 3 OPERATING WEIGHT (LBS): 382 REMARKS: (1)(2)(3)(4) EGG CRATE ALUMINUM (1) WITH MOTORIZED OUTSIDE AIR DAMPER INTERLOCKED WITH FAN MOTOR, 2" PLEATED FILTER AND RACK, MIN. 20 -GAUGE CONSTRUCTION - FULLY INSULATED UNIT ENCLOSURE, SPRING VIBRATION ISOLATION OR 2" THICK ISOLATION PAD, BELT DRIVE, DOWN DISCHARGE PLENUM, WEATHER HOOD. (2) SINGLE SPEED HIGH EFFICIENCY OPEN DRIP PROOF MOTOR, DISCONNECT AND MAGNETIC STARTER, SINGLE POINT CONNECTION. (3) INTERLOCK WITH KEF -1. COORDINATE AND VERIFY VOLTAGE WITH ELECTRICAL. INCLUDE 120V CONTROL TRANSFORMER AS REQUIRED. DIFFUSER RIL & GRILLE SCHEDULE MARK APPLICATION MFR. / MODEL PATTERN MAT'L. FINISH BORDER ACCESSORIES REMARKS S -1 CEILING TITUS /300 -RL ADJ. STEEL 26 1 OPPOSED BLADE DAMPER DUCT MTD S -2 CEILING TITUS /MCD ADJ. STEEL 26 3 MODULE CORE LAY -IN T -BAR R -1 CEILING TITUS 50F EGG CRATE ALUMINUM 26 3 N/A LAY -IN T -BAR R -2 SIDEWALL TITUS 350ZRL HORIZONTAL ALUMINUM 26 1 BLADES W /0' DEFLECTION SIDEWALL RETURN R -3 CEILING TITUS 50F -NT EGG CRATE ALUMINUM 26 1 N/A DUCT MTD (2)(7) A.F.F. (1) SOURCE SPECIFIC FAN SHALL BE AMCA 210 OR HVI 916. (2) CONTROLLED BY LIGHT SWITCH. (3) CONTROLLED BY WALL SWITCH. (4) INTERLOCKED WITH DISHWASHER WITH MOUNTING HARDWARE AND SPEED CONTROLLER FOR AIR BALANCING. CONTROLLED VIA WALL SWITCH WITH LED INDICATOR. - DEVICES SHALL BE TITUS OR APPROVED EQUAL. SEE SPECIFICATIONS. - FLEXIBLE OR RIGID RUNOUT DUCT SIZE SHALL BE SAME SIZE AS DIFFUSER NECK UNLESS OTHERWISE SPECIFICALLY SHOWN ON DRAWINGS. - MAXIMUM NC FOR ANY DEVICE WITH SPECIFIED CFM AND WIDE -OPEN DAMPER SHALL BE NO GREATER THAN NC25. - CEILING MODULE SHALL BE 24X24 UNLESS OTHERWISE NOTED. - AIR PATTERN SHALL BE 4 -WAY UNLESS SHOWN OTHERWISE ON DRAWINGS. - DUCT MOUNTED AIR DEVICES SHALL BE INSTALLED AS SHOWN ON DETAIL. INSTRUCTION TO BIDDERS: 1) VERIFY WITH THE GENERAL CONTRACTOR FOR FIRE ALARM (SMOKE /FIRE DAMPERS, ETC.) PRIOR TO BIDDING. 2) INTERLOCK ALL AIR HANDLING EQUIPMENT WITH OUTSIDE AIR MOTORIZED DAMPER. 3) CONTRACTOR TO VERIFY ALL OWNER FURNISHED AND OWNER INSTALLED EQUIPMENT. 4) CONTRACTOR TO VERIFY AND COORDINATE ALL EQUIPMENT AND INSTALLATION BY ALL BIDDER DESIGN SUB - CONTRACTORS (I.E. COMM. SYSTEMS, SECURITY SYSTEMS, ETC.) KITCHEN GREASE HOOD ROOFTOP EXHAUST FAN SCHEDULE DESIGNATION: KEF -1 ZONE: GREASE HOODS MANUFACTURER: CAPTIVEAIRE MODEL: NCA18FA DISCHARGE: UP CFM: 3600 TYPE: UPBLAST -BELT DRIVE E.S.P. (IN -H20): 1.30" FAN H.P.: 1.5 VOLTAGE: 208 PHASE: 3 WEIGHT (LBM): 155 REMARKS: (1)(2)(3)(4)(5)(6)(7) (1) REFER TO HOOD DRAWINGS FOR ADDITIONAL INFORMATION. (2) PROVIDE ADDITIONAL MOTOR STARTERS & RELAYS FOR INTERLOCK TO MAKEUP AIR UNITS AND INTERLOCK WITH A HEAT DETECTOR(S) AS REQUIRED UNDER HOOD PER IMC 507.2.1.1. FOLLOW MANUFACTURERS INSTRUCTIONS FOR START -UP AND INSTALLATION. (3) U.L. 762 LISTED EXHAUST FAN FOR GREASE KITCHEN HOOD PER NFPA #96 WITH GREASE TRAP, GREASE TRAP PILLOWS, DRAIN CONNECTION, BIRD GUARD, WEATHERPROOF DISCONNECT SWITCHES AND EXTRA LONG CABLES, HINGING KIT, FACTORY ROOF CURB. INSTALL DISCHARGE LIP AT MINIMUM 40" ABOVE ROOF PER NFPA #96 AND AS REQUIRED BY THE LOCAL JURISDICTIONS. (4) FACTORY ROOF CURB SHALL HAVE A VENTED CURB EXTENSION SECTION UNDER EXHAUST FAN TO VENT RATED SHAFT TO OUTSIDE. (5) COORDINATE EXACT LOCATION AND CONFIGURATION OF ROOF CURBS WITH STRUCTURAL FOR SUPPORT AND INSTALLATION. (VERIFY AT SITE) (6) VERIFY VOLTAGE WITH ELECTRICAL. COORDINATE WITH ELECTRICAL AND FIRE ALARM FOR EMERGENCY SHUT -DOWN REQUIREMENTS. (7) FAN SHALL BE U.L. LISTED FOR GREASE APPLICATIONS, INCLUDE CONTROL PACKAGE, SPEED CONTROLLER, SENSORS. CONTROL WIRING AND ALL REQUIRED ACCESSORIES FOR A COMPLETE INSTALLATION. CONSULT WITH MANUFACTURER FOR ALL REQUIRED ACCESSORIES. EXHAUST FAN SCHEDULE DESIGNATION: EF -1 KEF -2 QT /QS - ZONE: TOILET RM DISHWASHER rr ,- eine MANUF.: BROAN CAPTIVEAIRE J MODEL: L100 DU12HFA -- TYPE: CEILING DOWNBLAST -- DRIVE: DIRECT DIRECT ROUND SPIN -IN WITH V.D. CFM: 109 525 -4 E.S.P. (IN -H20): 0.125" 0.275" CFD SONES: 0.9 -- ROUND CEILING DIFFUSER HP €FLA}: {1.1( .18 HP {2.01 VOLTAGE: 120 120 PHASE: 1 1 WEIGHT: CONDENSATE DRAIN LINE 41 ='1'• REMARKS: (2)(4) (2)(7) A.F.F. (1) SOURCE SPECIFIC FAN SHALL BE AMCA 210 OR HVI 916. (2) CONTROLLED BY LIGHT SWITCH. (3) CONTROLLED BY WALL SWITCH. (4) INTERLOCKED WITH DISHWASHER WITH MOUNTING HARDWARE AND SPEED CONTROLLER FOR AIR BALANCING. CONTROLLED VIA WALL SWITCH WITH LED INDICATOR. M(nimunm:I sideAit-VentilationScl edule Ventilation Rate per 2Q09 5MC 4a' b8sed;;on ASH kEStd.;62 1 -2007) Equip Tag: Occupancy Categor±. Area :W People Outdbor •Air:Rate. -(cfr /person} Table '403 3.: Zone Population. Number of people in :space.* Area:Outdoor Air Rate. (cfm /sf)! (Table 403 3) Occupant DensilV (01000sf) Breathing Zone: Out€10orAir V6z /(!CFM} pisttitrtltion Effeitk,ene ss Ez:(Table, 4C63:.1. .. Zone Outdoor Air FIow (V -MCFM) Ventilation: Effjciency Eli: (Table 403 3.2.3.7 MO. Design QutdoorAft Intake Ftavr Vet / {cFM Whin). In Gdtdtlai:ALr. [rttatse tow (curl). Proposed Outdoor Ai r intake Now : M) Dining Room D irikngR 14178! 0.06 15 552.18 552;.18 497 7 O ffs ce spaces_ kitchens. 3.2: 8.84 0. Total JKithe 1094: NA ,: ::NA. NA: NA 1'A NA. N 90 •544: * In sane casesoCCUpancy less than'maxlrriUms as all :0Wed per eJiteritiori , i'n no case:shallithe occupancy be less than one half per Table 403.3. ENERGY CODE NOTES: 1) THERMOSTATS SHALL BE A 7 DAY PROGRAMMABLE TYPE WITH A 5 DEGREE DEADBAND AND AUTOMATIC SETBACK CONTROL PER 1412.2 WASHINGTON STATE ENERGY CODE. 2) DAMPER SHALL MEET THE LEAKAGE RATE AND CONTROLS PER 1412.4.1 WSEC. 3) WHEN A HEAT PUMP IS INSTALLED THE EQUIPMENT SHALL MEET THE HEAT PUMP CONTROLS REQUIREMENT OF 1412.5 WSEC. 4) EACH AIR SUPPLY OUTLET, AIR OR WATER TERMINAL DEVICE SHALL HAVE A MEANS FOR BALANCING PER 1412.7 5) SYSTEMS THAT SERVES ZONES WITH DIFFERENT USES AS DEFINED PER TABLE 15 -1 SHALL INCLUDE SETBACK AND SHUT -OFF FEATURES PER 1432.1 WSEC. 6) WHEN ECONOMIZER ARE REQUIRED THE ECONOMIZER SHALL BE CAPABLE OF MODULATING OUTSIDE AIR AND RETURN AIR DAMPERS OF THE 100% DESIGN SUPPLY AND ALSO SHALL PROVIDE A MEANS OF RELIEF DURING THE ECONOMIZER CYCLE. IN ADDITIONS THE CONTROLS SHALL ALLOW ECONOMIZER OPERATION WHEN MECHANICAL COOLING IS REQUIRED SIMULTANEOUSLY FOR PROVIDING PARTIAL COOLING PER 1413.1 AND 1413.3 WSEC. 7) HVAC EQUIPMENT SHALL MEET THE MINIMUM ENERGY EFFICIENCY RATINGS PER TABLE 14 -1, 14 -2 AND 14 -3 OF THE WSEC. 8) SUPPLY AND RETURN DUCTS IN UNCONDITIONED SPACES SHALL BE INSULATED TO MIN. R -8. ROOFTOP HVAC DUCTWORK SHALL HAVE A WEATHER BARRIER. DUCT INSULATION, TESTING AND SEALING SHALL BE PER 1414.1 AND 1414.2 WSEC AND PER TABLE 14 -5 WSEC. PIPING INSULATION SHALL MEET THE REQUIREMENTS OF TABLE 14 -6. 9) CONTRACTOR SHALL SUBMIT RECORD DRAWINGS AND OPERATING AND MAINTENANCE MANUALS PER 1416 WSEC. 10) CONTRACTOR SHALL PERFORM AND SUBMIT AN AIR BALANCE REPORT PER 1416.3.1 PER WSEC. 11) CONTRACTOR SHALL SUBMIT A COMMISSIONING REPORT AND DOCUMENTATION PER 1416.4 PER WSEC AND PER COMMISSIONING COMPLIANCE CHECKLIST FIGURE 14B. 12) WHEN ELECTRIC WATER HEATER ARE PRESENT THEN R10 SHALL BE PROVIDED UNDER TANK PER 1441. 13) WHEN HOT WATER CIRCULATORS ARE PROVIDED THEN AUTOMATIC SHUT OFF CONTROLS OR HEAT TRACING SHALL BE PROVIDED PER 1443. 2 LEGEND SYMBOL ABBREVIATION DESCRIPTION QT /QS - T'STAT /SENSOR THERMOSTAT /SENSOR rr ,- eine SPECIFICATIONS - HVAC DUCTWORK W/ TURNING VANE AND FLEX CONN. J VD VOLUME DAMPER -- RIGID DUCT -- FLEXIBLE DUCT -- ROUND SPIN -IN WITH V.D. --41 FD FIRE DAMPER -4 SFD SMOKE FIRE DAMPER • CFD CEILING RADIATION FIRE DAMPER OO CD ROUND CEILING DIFFUSER CG ROUND CEILING GRILLE CD SQUARE CEILING DIFFUSER CG SQUARE CEILING GRILLE . CD CONDENSATE DRAIN LINE -CD ='1'• -- SMOKE DUCT DETECTOR A.F.F. ABOVE FINISHED FLOOR PLAN INDEX: /1445 L,� MO1 GENERAL NOTES, SCHEDULES AND LEGEND M2 FLOOR PLAN - HVAC M3 SPECIFICATIONS - HVAC RECEIVED JUN 162011 PERMIT CENTER ABOSSEIN EN GINEERI G L.L.0 MECHANICAL - ELECTRICAL CIVIL - LEED - STRUCTURAL FIRE PROTECTION 2100 112TH AVE. NE BELLEVUE, WA 98004 OFFICE: (425) 462 -9441 FAX: (425) 462 -9451 EMAIL: CService ®abossein. corn WEBSITE: www.abossein.corn 0 V E- TUKWILA, WASHINGTON TUKWILA INTERNATIONAL BLVD. GENERAL NOTES, SCHEDULES AND LEGEND Revisions: PERMIT SET 6/14/11 n n Job No.: 211047 Date: 05/23/2011 MO1 (l OF 3) E 0 Lri a) 0 OUT NAME: La : \21147 \21 1047_M02.dwg REVDATE: FILE NAME: ROUND DUCT SPECIFICATIONS: • EXPOSED ROUND DUCTWORK IN SALES AREA SHALL BE 24 GAUGE, SINGLE WALL GALVANIZED STEEL, SPIRAL LOCKSEAM. FITTINGS SHALL BE SINGLE WALL GALVANIZED STEEL, STANDING SEAM OR SOLID WELDED CONSTRUCTION. ELBOWS SHALL BE STANDING SEAM, GORED ELBOWS. GRILLE COLLARS SHALL BE ATTACHED TO THE DUCTWORK WITH POP RIVETS WITH A FINISHING FILLET OF ELASTOMER SEAL AT THE JUNCTION OF THE COLLAR TO THE DUCT. DUCT -TO -DUCT JOINTS SHALL BE MADE WITH THE SPIRAL SEAM ROTATED SO THAT THE STANDING SEAM FORMS A CONTINUOUS HELICAL PATTERN ACROSS THE JOINT. ALL DUCTWORK AND FITTINGS SHALL BE MANUFACTURED IN ACCORDANCE WITH SMACNA'S HVAC DUCT CONSTRUCTION STANDARDS LATEST EDITION. ALL EXPOSED ROUND DUCTWORK AND FITTINGS IN THE SALES AREA SHALL BE CLEANED OF ALL OILS AND COATINGS PRIOR TO INSTALLATION AND PROVIDED WITH A MILL PHOSPHITIZED FINISH ( "PAINT GRIP ", "ZINC GRIP ", OR SIMILAR ETCH TREATMENT) TO ALLOW THE DUCTWORK TO BE PAINTED. SUPPORT FROM STRUCTURE WITH 1/4" THREADED ROD 1" WIDE 22 GAUGE HANGER BAND MAX 12' -0" SPACING NOTE: MATERIALS AND INSTALLATION SHALL BE PER SMACNA STANDARDS 24 GAUGE, ROUND SPIRAL SEAM DUCT. SEE DWG'S. FOR SIZES. SHEET METAL BOOT TO MATCH DUCT SIDEWALL DIFFUSER. (S2) SEE SCHEDULE SEAL ALL AROUND WITH ELASTOMER GASKET EXPOSED SPIRAL SUPPLY DUCT DETAIL SCALE: NONE NOTE: EXHAUST TERMINATION AND PLUMBING VENT TERMINATIONS SHALL BE A MINIMUM OF 10 FEET FROM OUTSIDE AIR INTAKES (TYP.) INSTANTANEOUS HOT WATER HEATER, VERIFY EXACT LOC. WITH OWNER. IRRIGATION TIM R SP I\ 8� C ROOF WI H CAP LIGFITING NOTES: IHOTDCELL LOCATED UNDER COVER N NORTH SIDE OF BUILDING. ALL ON DAYB OVER XTERIOR BUILDING LIGHTS SHALL BE TIMER PROGRAMMED TO SHUT OFF AT EAK AND ON AT DUSK. TIMER SHALL BE IDDEN BY PHOTOCELL CONTROL. SITE SHOP 3- -- W2 -40x14 I @11RI=ENED OPENING (FACING TOWARD CEILING) - W2 W2 3 - W2 L == , / \\ 1 \ 1 \\ 1 STAINLESS' SINVALL CO ERING OVER GW SURFA%LPER IMC 507. BEHIND r #YPE I HOOD - , TOP OFIBASE TO DOT. 0 H0t1 - S T ALA 8" GWB TYPE 'X' OVER 1 L STUDS AT 24" $C OVER GWB TWYP 'X' CI EXTERI R STUD SYSTEM, FULL HT TO BOT. OF ROOF DE K 1 -HR 1 ,L R , NO. 1340 ■ ■ v (0 ROOF) - W2 = 1 W2 r == 3 IGHTS WILL BE CONTROLLED BY OVERALL ING CENTER TIMER & PHOTOCELL. (ON ROOF) • W4 y _h 4 1 ja1 111II11II11II111 �' =5= =5 : =5sz 5= =� s4 O%I�� L J �! . F2 1 0,464,0 ,viiINI logrAnzilisailail I Siiii iiiii----.WdiX1142, - r 1�,.. -���M _.�i ..I. wwwi7ll lll�1 i% W4 '1 I , ��� I vitejo I .X v. Pri - �►1i, — =. = =1_/ ,,:,:" _ „ter. sl = aufm.-._ta_I �I� =. °° ;ice . N 1 7,,:1 c 2 KEYED NOTES: EA EXPOSED RIGID SHEET METAL DUCTWORK (AT DINING ROOM AREA ONLY). DUCTWORK SHALL BE FABRICATED AND SUPPORTED PER THE LATEST SMACNA "HVAC DUCT CONSTRUCTION STANDARDS" HANDBOOK. © SEE DETAIL THIS SHEET. DUCT MOUNTED DIFFUSERS WITH OPPOSED BLADE DAMPERS. (TYPICAL) © SADDLE TAP WITH SHEET METAL BOOT AND VOLUME DAMPER (TYPICAL) OD VERIFY & COORD. EXACT LOCATION AND ROUTING OF DUCTWORK WITH STRUC'L., CLG., LIGHTS AND AT SITE (TYP.). © MAXIMUM 6 FEET LONG FLEXIBLE DUCT (TYP.). O SEE AIR DIST. SCHEDULE, THIS SHT. (TYP.). © DUCTWORK ABOVE CLG. (TYP.) 0 7 -DAY PROGRAMMABLE THERMOSTAT © 66" AFF - WITH LOCKING COVER OR TAMPERPROOF FEATURES. O DUCT /SMOKE DETECTOR IN RETURN AIR DUCT. COORDINATE WITH ELECTRICAL AND FIRE ALARM. 0 SPIN -IN VOLUME DAMPER (TYP.) O TRANSITION FROM SQUARE TO ROUND AT SUPPLY /RETURN OPENING. INCLUDE FLEXIBLE CONNECTION (VENTFABRICS OR EQUAL) (TYP.) O RECTANGULAR SUPPLY /RETURN DUCTWORK SHALL HAVE 1" SOUNDLINING FOR THE FIRST 10 FEET AND DUCTWORK SHALL BE INSULATED WITH MINIMUM R -4 (TYP.) AP � szp po�D RECEIVED JUN 16 2011 PERMIT CENTER ABOSSEIN ENGINEERING L.L.0 MECHANICAL - ELECTRICAL CIVIL - LEED - STRUCTURAL FIRE PROTECTION 2100 112TH AVE. NE BELLEVUE, WA 98004 OFFICE: (425) 462 -9441 FAX: (425) 462 -9451 EMAIL: CService@abossein.com WEBSITE: www.abossein.com TUKWILA, WASHINGTON 15037 TUKWILA INTERNATIONAL BLVD. Revisions: PERMIT SET 6/14/11 A Job No.• 211047 Date: 05/23/201 1 M02 2 OF 3 E O co N T O 0 a) 0 0_ 0' 3 O r 0 N N u z z W J LL HVAC SPECIFICATIONS - DIVISION #23 PART 1.00 GENERAL 1.01 LOCAL CONDITIONS: VISIT AND INSPECT THE PREMISES TO ASCERTAIN THE EXISTING CONDITIONS BEFORE SUBMITTING A BID. NO EXTRA PAYMENT WILL BE ALLOWED FOR THE LACK OF KNOWLEDGE OF THESE CONDITIONS. 1.02 CODES: STRICTLY COMPLY WITH ALL APPLICABLE LOCAL, STATE, AND FEDERAL CODES AND REGULATIONS. IMC - MECHANICAL CODE IPC - PLUMBING CODE . IFGC - FUEL GAS CODE 1.03 STANDARDS: THE FOLLOWING PUBLICATIONS (LATEST EDITION) FORM A PART OF THESE REQUIREMENTS TO THE EXTENT INDICATED BY THE REFERENCES THERETO: SHEET METAL AND AIR CONDITIONING CONTRACTOR NATIONAL ASSOCIATION (SMACNA) LOW VELOCITY DUCT MANUAL 1.04 PLANS AND SPECIFICATIONS: THE MECHANICAL DRAWINGS ARE DIAGRAMMATIC IN CHARACTER INTENDED TO COVEY THE SCOPE OF WORK AND INDICATE THE GENERAL ARRANGEMENT OF EQUIPMENT, DUCTS, PIPING, ETC., AND APPROXIMATE SIZES AND LOCATIONS OF EQUIPMENT AND OUTLETS. DETERMINE THE EXACT LOCATION OF THE ELEMENTS OF THE SYSTEM FROM THE STRUCTURE AND FROM THE EQUIPMENT, NOT FROM THE DRAWINGS. DO NOT SCALE DRAWINGS FOR MEASUREMENTS NOR USE AS SHOP DRAWINGS. 1.05 PROVIDE ALL ITEMS, EQUIPMENT, MATERIALS, OPERATIONS, OR METHODS LISTED, MENTIONED OR SCHEDULED ON THE DRAWINGS, AND/OR NT MATERIALS, / INCLUDING ALL INCIDENTALS AND ACCESSORIES MENTIONED OR AND REQUIRED FOR INSTALLATION OR MOUNTING, OR NORMALLY SUPPLIED BY COMMON PRACTICE WHETHER SPECIFICALLY MENTIONED OR NOT, TO PROVIDE COMPLETE AND PROPERLY FUNCTIONING SYSTEMS. 1.06 BRING ANY NON- COMPLIANCES WITH ALL APPLICABLE LOCAL, STATE AND FEDERAL CODES AND REGULATIONS, CONFLICTS AND DISCREPANCIES TO THE ENGINEER'S ATTENTION BEFORE SUBMITTING BID. A CORRECT, COMPLETE AND EASILY MAINTAINED SYSTEM IS INTENDED. 1.07 THE CONTRACTOR'S BID WILL BE CONSTRUED AS AN AGREEMENT TO COMPLETE THE WORK WITHOUT ADDITIONAL COST TO THE OWNER. WHERE CONFLICTS BETWEEN PLANS AND SPECIFICATIONS OR CONFLICTING INFORMATION ON THE PLANS OCCURS, THE CONFLICTS SHALL BE REPORTED TO THE ARCHITECT PRIOR TO BIDDING. THE MORE COSTLY ALTERNATIVE SHALL BE INCLUDED IN THE BID PRICE. 1.08 MAKE NO CHANGES IN THE WORK SPECIFIED, UNLESS SUCH CHANGES ARE AUTHORIZED IN WRITING BY THE OWNER, ARCHITECT AND /OR ENGINEER. NO CHARGES FOR EXTRA WORK WILL BE PAID UNLESS SUCH EXTRA WORK HAS BEEN AUTHORIZED AND THE AUTHORIZATION CONTAINS A STATEMENT OF THE WORK TO BE ACCOMPLISHED AND THE CHARGES TO BE MADE FOR THE WORK. 1.09 IT IS THE INTENT OF THESE SPECIFICATIONS TO PROVIDE A MECHANICAL SYSTEM COMPLETE, FULLY ADJUSTED, AND READY TO USE. 1.10 IT IS THE INTENTION OF THESE SPECIFICATIONS AND DRAWINGS TO CALL FOR FINISHED WORK, TESTED, AND READY FOR OPERATION. WHEREVER THE WORK "PROVIDE" IS USED, IT SHALL MEAN "FURNISH AND INSTALL COMPLETE AND READY TO USE." MINOR DETAILS NOT USUALLY SHOWN OR SPECIFIED, BUT NECESSARY FOR THE PROPER INSTALLATION AND OPERATION, SHALL BE INCLUDED IN THE WORK, THE SAME AS IF HEREIN SPECIFIED OR SHOWN. 1.11 THE CONTRACTOR SHALL GIVE ALL NECESSARY NOTICES, OBTAIN ALL PERMITS AND PAY ALL GOVERNMENT SALES TAXES, FEES AND OTHER COSTS, INCLUDING UTILITY CONNECTIONS OR EXTENSIONS, IN CONNECTION WITH HIS WORK; FILE ALL NECESSARY PLANS, PREPARE ALL DOCUMENTS AND OBTAIN ALL NECESSARY APPROVALS OF ALL GOVERNMENTAL DEPARTMENTS HAVING JURISDICTION; OBTAIN ALL REQUIRED CERTIFICATES OF INSPECTION OF HIS WORK AND DELIVER SAME TO THE ARCHITECT BEFORE REQUEST FOR ACCEPTANCE AND FINAL PAYMENT FOR WORK. 1.12 THE CONTRACTOR SHALL INCLUDE IN THE WORK, WITHOUT EXTRA COST TO THE OWNER, ANY LABOR, MATERIALS, SERVICES, APPARATUS, DRAWINGS, IN ORDER TO COMPLY WITH ALL APPLICABLE LAWS, ORDINANCES, RULES AND REGULATIONS, WHETHER OR NOT SHOWN ON DRAWINGS AND /OR SPECIFIED. PART 2.00 PRODUCTS 2.01 MATERIALS AND EQUIPMENT SUBSTITUTIONS: THE BID PRICE SHALL BE BASED ON THE MATERIALS, EQUIPMENT AND /OR SERVICES AS SCHEDULED ON THE DRAWINGS AND /OR SPECIFIED HEREIN, AND /OR AS ACCEPTED PRIOR TO BIDDING. 2.02 REQUESTS FOR ACCEPTANCE OF ALTERNATIVES SHALL BE SUBMITTED TEN (10) DAYS PRIOR TO BID. 2.03 ACCEPTANCE OF ALTERNATE OR SUBSTITUTE EQUIPMENT IN NO WAY VOIDS MATERIAL OR PERFORMANCE REQUIREMENTS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PERFORMANCE OF ANY MATERIAL OR EQUIPMENT SUBSTITUTED FOR SPECIFIED ITEMS ACCEPTED BY THE ARCHITECT AND /OR ENGINEER BEFORE OR AFTER THE BID DATE. CONTRACTOR SHALL BE RESPONSIBLE FOR INCORPORATING ANY SUBSTITUTE EQUIPMENT IN THE SYSTEM DESIGN. 2.04 CONTRACTOR SHALL PAY FOR ALL EXTRA COSTS BY ANY TRADE FOR CHANGES NECESSITATED BY MATERIAL OR EQUIPMENT SUBSTITUTIONS REGARDLESS OF ACCEPTANCE WITHOUT FURTHER COST TO THE CLIENT. 2.05 REVIEW OF MATERIALS AND EQUIPMENT: WITHIN 30 DAYS OF CONTRACT AWARD, SUBMIT FIVE COPIES OF EACH 2.06 GENERAL MATERIALS AND EQUIPMENT: ALL MATERIAL AND EQUIPMENT SHALL BE NEW AND OF THE BEST OF CATALOG GRADE INDICATED AND /OR SPECIFIED AND SHALL BE FREE FROM ALL DEFECTS. 2.07 MATERIAL AND EQUIPMENT SPECIFIED HEREIN SHALL BE GUARANTEED BY THE MANUFACTURER TO PERFORM TO STANDARDS INDICATED OR INFERRED IN PUBLISHED LITERATURE OR CATALOG DATA. MANUFACTURER'S RECOMMENDATIONS SHALL BE CLOSELY FOLLOWED ON INSTALLATION. 2.08 REFRIGERANT PIPING: TYPE "L" OR TYPE "K" WITH BRAZED HIGH TEMPERATURE SOLDER JOINTS. PIPE SHALL BE CLEAN AND TESTED FOR LEAKS. INSULATE SUCTION PIPING WITH 1 INCH THICK FIBERGLASS WITH FRJ JACKET SEALED WATER TIGHT. COVER OUTDOOR INSULATION WITH ALUMINUM OR PLASTIC JACKET APPLIED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. 2.09 ALL INSULATION SHALL HAVE A COMPOSITE (INSULATION, JACKET OR FACING, AND ADHESIVE) FIRE HAZARD RATING AS TESTED BY ASTM E -84, NFPA 255, OR UL 723, NOT TO EXCEED 25 FLAME SPREAD AND 50 SMOKE DEVELOPED. ACCESSORIES SUCH AS COATINGS, TAPES, AND ADHESIVES SHALL HAVE THE SAME COMPONENT RATINGS. ALL INSULATING MATERIALS OR THEIR CONTAINERS SHALL HAVE A LABEL INDICATING COMPLIANCE WITH THE ABOVE RATING. REFERENCE STANDARDS: NFPA D -255, A.S.T.M. E -84, UL -723, ASHRAE 90 -75 AND THE STATE ENERGY CODE. ACCEPTABLE MANUFACTURERS: CERTAINTEED, OWENS- CORNING, KNAUF AND MANVILLE. PART 3.00 EXECUTION 3.01 PERMITS AND INSPECTIONS: APPLY AND PAY FOR ALL PERMITS AND CERTIFICATES OF INSPECTION REQUIRED FOR THE WORK, AND AT COMPLETION, PRESENT THE OWNER WITH THE SIGNED CERTIFICATES OF FINAL INSPECTION. 3.02 UTILITIES: CHARGES BY UTILITY COMPANIES FOR PROVIDING SERVICES SHALL BE PAID BY OWNER AND WILL NOT BE A PART OF THIS CONTRACT. THE CONTRACTOR SHALL DO INSTALLATION WORK NORMALLY PROVIDED IN THIS CONTRACT. 3.03 PLACE AND ARRANGE EQUIPMENT, PIPING, DUCTS, CONTROLS, ETC., TO FIT THE SPACE AVAILABLE. INCLUDING ALL OFFSETS IN PIPING OR DUCTS, DUCT TRANSFORMATIONS, ETC. REQUIRED. 3.04 SUBMIT SHOP DRAWINGS FOR TEMPERATURE CONTROL SYSTEMS, MECHANICAL EQUIPMENT WIRING, MECHANICAL EQUIPMENT AND MATERIALS WHICH CANNOT BE ADEQUATELY DESCRIBED BY MANUFACTURER'S PRINTED SHEETS, AND FOR SUCH ADDITIONAL ITEMS AS THE ARCHITECT /ENGINEER MAY DIRECT. 3.05 CLEARLY MARK SUBMITTALS AS TO PLAN CODE, SPECIFIC ITEM PROPOSED, CATALOG NUMBERS, RECESS OPENINGS, DIMENSIONS, CAPACITIES, ELECTRICAL CHARACTERISTICS, ETC.. SUBMITTALS WHICH ARE INCOMPLETE WILL BE REJECTED. 3.06 THE ENGINEER'S CHECK SHALL BE GENERAL, AND DOES NOT RELIEVE THE CONTRACTOR OF FINAL RESPONSIBILITY OF COMPLIANCE TO THE INTENT OF THE PLANS AND SPECIFICATIONS. 3.07 SUPERVISION AND WORKMANSHIP: QUALIFIED SUPERVISION FOR EACH TRADE SHALL BE IN CHARGE OF THE WORK AT ALL TIMES AND SHALL BE ON THE JOB SITE WHENEVER WORK IN THAT TRADE IS BEING ACCOMPLISHED. • 3.08 ALL WORK SHALL BE DONE IN A FIRST -CLASS MANNER BY WORKMEN SKILLED IN THE TRADE AFFECTED. 3.09 CLEANING PIPING, DUCTS, EQUIPMENT: THOROUGHLY CLEAN ALL DUCTS AND EQUIPMENT OF DIRT, CUTTINGS, AND OTHER FOREIGN SUBSTANCES. REMOVE FROM PREMISES ALL RUBBISH AND DEBRIS, LEAVING THE AREA CLEAN AND READY FOR USE. 3.10 EQUIPMENT START -UP: ADJUST ALL BELTS, OR OTHER DRIVES AND CHECK MOTOR ROTATIONS. 3.11 INSTALL TEMPORARY AIR FILTERS IN AIR HANDLING EQUIPMENT THAT, IS BEING USED FOR HEATING OR VENTILATION DURING CONSTRUCTION. INSTALL A NEW SET OF THE SPECIFIED AIR FILTERS FOR THE EQUIPMENT AT THE COMPLETION OF THE JOB. 3.12 COMPLETION: OPERATE ALL MECHANICAL SYSTEMS, INCLUDING ALL EQUIPMENT FURNISHED UNDER THIS DIVISION FOR A PERIOD OF TIME NOT TO EXCEED 5 DAYS OR AS MAY BE REQUIRED AT THE DIRECTION ON THE ARCHITECT /ENGINEER TO PROVE THAT ALL COMPONENTS ARE PROPERLY OPERATING AND THAT THE COMPLETE INSTALLATION IS FUNCTIONING SMOOTHLY AND NOISELESSLY TO THE FULL EXTENT OF PLANS AND SPECIFICATIONS, ANY REBALANCING, READJUSTING OF SYSTEM ELEMENTS FOUND NECESSARY WHEN THE SYSTEMS ARE SUBJECT TO ACTUAL OPERATING CONDI TIONS SHALL BE DONE BY THE CONTRACTOR AT NO EXTRA COST TO THE OWNER. 3.13 OPERATING INSTRUCTIONS: SUBMIT 30 DAYS PRIOR TO COMPLETION OF THE PROJECT, FOUR (4) SETS OF OPERATING BROCHURES. EACH BROCHURE SHALL INCLUDE OPERATING INSTRUCTIONS, MAINTENANCE INSTRUCTIONS, INSTALLATION INSTRUCTIONS, PARTS LISTS AND WIRING DIAGRAMS FOR EACH ITEM OF MECHANICAL EQUIPMENT WITH MIXING OR MOVABLE PARTS. THE BROCHURE SHALL ALSO INCLUDE OPERATIONAL AND DIAGRAMS OF TEMPERATURE CONTROL SYSTEMS. 3.14 PROVIDE TYPEWRITTEN OPERATING INSTRUCTIONS IN THE BROCHURE COVERING EACH PIECE OF MOTORIZED MECHANICAL EQUIPMENT, GIVE NORMAL STARTING AND STOPPING PROCEDURES, ALONG WITH PROPER PARTIES TO CONTACT IN THE EVENT OF EMERGENCY, FAILURE OF CONTROLS OR EQUIPMENT. OUTLINE OF INSTRUCTIONS AS FOLLOWS: NORMAL STARTING, STOPPING AND EMERGENCY SHUT -DOWN OF EACH PIECE OF MOTORIZED EQUIPMENT. PROVIDE LUBRICATION INSTRUCTIONS FOR EACH MOTOR BEARING OR OPERABLE PIECE OF EQUIPMENT. GIVE FREQUENCY OF LUBRICATION, TYPE AND BRAND OF OIL OR GREASE. INCLUDE CALIBRATION, CLEANING AND ADJUSTMENT SCHEDULES AND PROCEDURES. INCLUDE COPIES OF MANUFACTURER'S LITERATURE ON MAINTENANCE AND OPERATION OF EACH PIECE OF EQUIPMENT, INCLUDING INSTALLATION INSTRUCTIONS, DIAGRAMS, AND PARTS LISTS, IN EACH BROCHURE. 315 AS -BUILT DRAWINGS: SUBMIT AS -BUILT DRAWINGS AT COMPLETION OF WORK. 3.16 GUARANTEE: THE MECHANICAL SYSTEM SHALL BE LEFT IN PROPER WORKING ORDER. REPLACE ANY WORK, MATERIAL OR EQUIPMENT PROVIDED UNDER THIS CONTRACT WHICH DEVELOPS DEFECTS WITHIN ONE (1) YEAR FROM DATE OF SUBSTANTIAL COMPLETION WITHOUT ADDITIONAL CHARGES. A NEW ONE (1) YEAR GUARANTEE ON THE AFFECTED ITEM OR ITEMS SHALL BE PROVIDED COMMENCING ON THE DATE OF THE APPROVED REPAIR OR REPLACEMENT. 3.17 MECHANICAL EQUIPMENT WIRING AND CONNECTIONS: OR FURNISHED INSTALLED BY WIRED AND D ITEM BY OR MOUNTED BY CONNECTED BY EQUIPMENT MOTORS MC MC EC MOTOR CONTROLLERS, PUSHBUTTON STATIONS, PILOT LIGHTS, ETC. MC EC EC MULTI -SPEED SWITCHES LINE VOLTAGE THERMOSTATS MC EC EC DISCONNECT SWITCHES, (FUSED OR UNFUSED), HP RATED SWITCHES, THERMAL OVERLOAD SWITCHES, ETC. MC EC EC LOW VOLTAGE THERMOSTATS, CONTROL RELAYS, TIME CLOCKS, CONTROL TRANSFORMER, CONTROL PANELS, PRESURESTATS, MOTOR VALVES, DAMPER MOTORS, SOLENOID VALVES, EP & PE SWITCHES, ETC. AND ALL INTERLOCK WIRING MC MC MC MC - MECHANICAL CONTRACT EC - ELECTRICAL CONTRACT THE MECHANICAL CONTRACTOR SHALL FURNISH ALL MAGNETIC STARTERS OR CONTACTORS. 3.18 ALL MANUAL OR AUTOMATIC CONTROL AND PROTECTIVE OR SIGNAL DEVICES REQUIRED BUT NOT INDICATED ON ELECTRICAL PLANS SHALL BE FURNISHED AND INSTALLED UNDER THIS DIVISION OF THE SPECIFICATIONS. THE WIRING INSTALLATION SHALL CONFORM TO ELECTRICAL DIVISION. 3.19 ALL WIRING CONNECTIONS TO CONTROLS ATTACHED TO DUCT WORK, OR MECHANICAL EQUIPMENT SHALL BE MADE WITH FLEXIBLE CONNECTIONS TO PREVENT VIBRATION. 3.20 COORDINATE WITH THE ELECTRICAL CONTRACTOR BEFORE ORDERING MOTORS AND /OR OTHER ELECTRICAL EQUIPMENT TO ASSURE ELECTRICAL EQUIPMENT BEING OF PROPER ELECTRICAL CHARACTERISTICS. 3.21 FURNISH PROPER NEMA TYPE ENCLOSURES FOR ALL STARTERS AND /OR CONTACTORS AS REQUIRED BY USAGE OR CODE. 3.22 PROVIDE HEAVY DUTY SPEED SELECTOR SWITCHES, THERMAL MAGNETIC SWITCHES, START STOP PUSH BUTTON STATIONS ETC. AS REQUIRED. 3.23 CUTTING AND PATCHING: CAREFULLY PERFORM ALL WORK WHERE CUTTING, CHANNELING, CHASING, OR DRILLING OF FLOORS, WALLS, PARTITIONS, CEILINGS OR OTHER SURFACES IS NECESSARY FOR PROPER INSTALLATION OR SUPPORT OF DUCTS, PIPINGS, OR OTHER MECHANICAL EQUIPMEN T. 3.24 ANY DAMAGE TO BUILDING, PIPING, EQUIPMENT, PLASTER, WOODWORK OR METAL WORK SHALL BE REPAIRED BY SKILLED MECHANICS OF TRADES INVOLVED, AT NO ADDITIONAL COST TO THE OWNER. 3.25 DO NOT CUT, CHANNEL, CHASE OR DRILL MASONRY OR TILE; OR CUT, DRILL OR WELD STRUCTURAL MEMBERS OF THE BUILDING, ETC., WITHOUT FIRST OBTAINING ARCHITECT'S PERMISSION, IF PERMISSION IS GRANTED, PERFORM THIS WORK IN A MANNER APPROVED BY THE ARCHITECT. 3.26 CAULKING & WATERPROOFING: CAULK AROUND ALL PIPES, ETC. TO PREVENT AIR AND MOISTURE LEAKAGE WITH COMPOUND APPROVED BY ARCHITECT /ENGINEER. 3.27 SEAL AROUND ALL PIPES AND DUCTS WITH FIREPROOF CAULKING OR GROUT WHERE THEY PASS THROUGH FLOORS, FIREWALLS, AND SHAFTS. 3.28 PROVIDE FLASHINGS WHERE ALL PIPES AND DUCTS PIERCE OUTSIDE WALLS OR ROOF AS NECESSARY TO PREVENT MOISTURE ENTRY. 3.29 INSERTS, SLEEVES & BLOCKOUTS: FURNISH AND INSTALL, PRIOR TO CONCRETE POURING OR OTHER CONSTRUCTION, INSERTS, SLEEVES, OR BLOCKOUTS IN WALLS, FLOOR SLABS, ROOFS AND PARTITIONS FOR PASSAGE OF ALL WORK INSTALLED UNDER THIS DIVISION. 3.30 PROVIDE GALVANIZED IRON AND STEEL PIPE SLEEVES FOR IRON PIPES. USE COPPER SLEEVES FOR COPPER PIPES. PROVIDE WOOD OR STEEL BLOCKOUTS FOR LARGE OPENINGS. SECURE ALL SUCH ITEMS FIRMLY IN POSITION. 3.31 VIBRATION - ABSORBING MOUNTINGS AND CONNECTIONS: ISOLATE EACH ITEM OF EQUIPMENT WITH MOVING PARTS FROM THE BUILDING STRUCTURE ALONG WITH ANY PIPING, CONDUITS, OR DUCTS ATTACHED THERETO. UNLESS OTHERWISE INDICATED, UNITS ISOLATING EQUIPMENT FROM STRUC TURF SHALL BE PROPERLY DESIGNED SPRING -TYPE ISOLATORS. 3.32 BELT DRIVE GUARDS: PROVIDE BELT DRIVE GUARDS FOR ALL EQUIPMENT AND SAFETY SCREENS ON EXPOSED FAN INLETS. 3.33 VALVES: NIBCO BALL VALVES OR EQUAL. 3.34 AIR CONDITIONING UNITS: PER EQUIPMENT SCHEDULE WITH CAPACITY AS INDICATED. UNIT SHALL BE AN AIR - COOLED CONDENSING UNIT,1'(�+ AIR HANDLING UNIT WITH DX -COILS OR HEAT PUMPS OR GAS FURNACE OR HOT WATER COILS, FILTER MIXIMG BOX AND VIBRATION ISOLATORS. TOTAL CAPACITY OF EACH UNIT SHALL BE AS SCHEDULED ON THE DRAWINGS. 3.35 CONTROLS - THE COOLING SYSTEM SHALL BE PROTECTED WITH HIGH PRESSURE STAT, LOW PRESSURE STATS, LOSS -OF- CHARGE PROTECTION, INDOOR COIL FREEZESTATS, CURRENT AND TEMPERATURE SENSITIVE OVERLOAD DEVICES. 3.36 PROVIDE PRODUCTS OF COMBUSTION DETECTOR IN SUPPLY AND RETURN AIR IN ALL UNITS 2000 CFM OR OVER TO SHUT DOWN UNIT ON ALARM CONDITION. 3.37 EXHAUST FANS: FANS SHALL MEET CAPACITIES SCHEDULED AND NOT EXCEED SOUND LIMITATIONS SPECIFIED. 3.38 GRILLES & REGISTERS: SCHEDULED ON DRAWINGS. TITUS OR EQUAL. 3.39 DUCT LINING: 1/2" THICKNESS, 3 PCF DENSITY, NEOPRENE COATED DUCT LINER MEETING FIRE HAZARD RATING REQUIREMENTS FOR INSULATION. INSTALL WITHIN MINIMUM 10' DUCT LENGTH FROM FANS. 3.40 DUCTWORK: SHEET METAL DUCTWORK SHALL BE CONSTRUCTED OF GALVANIZED STEEL. DUCTS SHALL CONFORM ACCURATELY TO THE DIMENSIONS INDICATED AND SHALL BE STRAIGHT AND SMOOTH ON THE INSIDE WITH JOINTS NEATLY FINISHED. DUCT CONSTRUCTION SHALL BE IN ACCORDANCE WITH SMACNA LOW PRESSURE DUCT MANUAL, 2" WG FOR SUPPLY & 1" WG FOR EXHAUST DUCTS. ELBOWS, FITTINGS AND BRANCH TAKE -OFFS SHALL BE DESIGNED, CONSTRUCTED AND INSTALLED AS RECOMMENDED IN SMACNA "DUCT CONSTRUCTION STANDARDS" WITH THE USE OF TURNING VANES OR RADIUS ELBOWS. FLEXIBLE RUNOUTS FROM BRANCHES, RISERS OR MAINS TO AIR TERMINAL UNITS, AND OUTLETS SHALL BE FACTORY- FABRICATED, CLASS I, VAPOR BARRIER INSULATED FLEXIBLE CONNECTORS COMPLYING WITH NFPA STANDARD NO. 90A AND UL 181. FLEXIBLE CONNECTORS SHALL NOT EXCEED 10' IN LENGTH. PRESSURE RATING SHALL BE 4" W.G. FLEXIBLE DUCT CONNECTIONS TO EQUIPMENT AND OTHER DUCTS SHALL BE MADE WITH DRAW BANDS. PROVIDE DAMPER IN RUN OUT TO AIR OUTLETS. . 3.41 HINGED DUCT ACCESS DOORS SHALL BE PROVIDED AT ALL AUTOMATIC DAMPERS, FIRE DAMPERS, AND OTHER APPARATUS REQUIRING SERVICE AND INSPECTION IN THE DUCT SYSTEM. DOORS SHALL BE 15 X 18 INCHES UNLESS OTHERWISE INDICATED. WHERE SIZE OF DUCT WILL NOT ACCOMMODATE THIS SIZE, THE DOOR SHALL BE MADE AS LARGE AS PRACTICAL. DOORS SHALL BE PROVIDED WITH AIRTIGHT GASKETS, GALVANIZED HINGES AND APPROVED BRASS FASTENERS. DOORS IN INSULATED DUCTS SHALL BE OF THE INSULATED TYPE. DOORS SHALL SO SWING THAT FAN PRESSURE OR SUCTION HOLD DOOR CLOSED. 3.42 PROVIDE NON - COMBUSTIBLE APPARATUS FLEXIBLE CONNECTIONS OF NOT LESS THAN 15 OUNCE WOVEN FABRIC APPROVED MATERIAL WHERE SHEET METAL DUCTS ARE CONNECTED TO FANS OR OTHER MOVING EQUIPMENT. THE FLEXIBLE CONNECTIONS SHALL BE SECURELY FASTENED. 3.43 DUCT LINER INSULATION: INSULATE INTERIOR SURFACES OF ALL HP -1, HP -2 SUPPLY DUCTS FROM AIR CONDITIONING UNIT SUPPLY FANS TO AIR OUTLETS AND INDICATED RETURN OR EXHAUST DUCTS WITH ACOUSTICAL MATERIAL. 3.44 APPLY AND SECURE INSULATION AS RECOMMENDED BY MANUFACTURER AND AS APPROVED. ANY LOOSENING OF INSULATION LINER WILL REQUIRE REMOVAL AND REINSTALLATION OF ALL DUCT WORK, AT NO EXTRA COST. 3.45 INCREASE INDICATED DUCT SIZES TO COMPENSATE FOR THICKNESS OF DUCT LINER INSULATION. SEALING: ALL TRANSVERSE JOINTS ON THE LOW PRESSURE SYSTEM SHALL BE SEALED WITH "HARDCAST" DUCT TAPE SYSTEM APPLIED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS OR OTHER APPROVED SYSTEM. 3.46 IN LIEU OF RECTANGULAR LINED DUCT; RECTANGULAR DUCT INSULATED WITH 1" VAPOR BARRIER DUCT WRAP OR ROUND DUCT OF EQUIVALENT CROSS SECTIONAL AREA AND INSULATED WITH 1" VAPOR BARRIER INSULATION, MAY BE USED. ALL HP -1, HP -2 SUPPLY DUCTS SHALL BE LINED OR EXTERNALLY INSULATED. 3.47 GREASE DUCT FROM RANGE HOODS WHERE APPLICABLE TO EXHAUST FAN - 16 GAUGE BLACK IRON - WITH WELDED SEAMS AND JOINTS. WRAP DUCT WITH 2 LAYERS OF THERMAL CERAMICS FIREMASTER DUCT WRAP APPLIED AS RECOMMENDED BY THE MFR. TO MAKE A 2 HOUR RATED INSTALLATION. WRAP TO EXTEND FROM HOOD TO EXHAUST FAN. 3.48 DESCRIPTION: PERFORM TESTING AND BALANCING IN ACCORDANCE WITH THE PROCEDURE OF THE ASSOCIATED AIR BALANCE COUNCIL'S "NATIONAL STANDARDS FOR FIELD MEASUREMENTS AND INSTRUMENTATION TOTAL SYSTEM BALANCE." 3.49 USE ACCURATE INSTRUMENTS FOR BALANCING AIR SYSTEMS THAT HAVE BEEN CALIBRATED WITHIN 6 MONTHS PRIOR TO BALANCING. TYPES, SERIAL NUMBERS, AND DATE OF CALIBRATION OF ALL INSTRUMENTS SHALL BE LISTED IN THE FINAL AIR BALANCE REPORTS. 3.50 MAKE AIR QUANTITY MEASUREMENTS IN MAIN AND BRANCH DUCTS BY PITOT TUBE TRAVERSE OF THE ENTIRE CROSS SECTIONAL AREA OF THE DUCT. DUCTS HAVING VELOCITIES OF 1000 OR MORE FEET PER MINUTE SHALL BE MEASURED WITH INCLINED MANOMETERS (DRAFT GAUGE) OR MAGNEHELIC GAUGES. DUCTS HAVING VELOCITIES OF LESS THAN 1000 FT. PER MINUTE SHALL BE MEASURED WITH MICROMANOMETERS, HOOD GAUGES OR SIMILAR LOW PRESSURE INSTRUMENTS. OPENINGS IN DUCTS FOR PITOT TUBE INSERTION SHALL BE SEALED WITH SNAP -IN PLUGS AFTER AIR BALANCE IS COMPLETE. OUTLET AND INLET AIR QUANTITIES SHALL BE DETERMINED BY AN APPROVED METHOD. 3.51 TOTAL AIR QUANTITIES SHALL BE OBTAINED BY ADJUSTMENT OF FAN SPEEDS. THE BALANCING CONTRACTOR SHALL FURNISH AND INSTALL ANY REQUIRED FAN DRIVE CHANGES AS PART OF THIS CONTRACT. 3.52 VOLUME ADJUSTERS MAY BE USED TO BALANCE AIR QUANTITIES AT OUTLETS AND INLETS PROVIDING FINAL ADJUSTMENTS ARE MINOR AND DO NOT PRODUCE OBJECTIONABLE DRAFTS OR EXCESSIVE SOUND LEVELS. 3.53 CERTIFIED BALANCE REPORTS: THREE (3) COPIES OF THE AIR AND WATER BALANCE REPORT, CERTIFIED BY THE BALANCING FIRM, SHALL BE SUBMITTED TO THE ARCHITECT /ENGINEER SEVEN (7) DAYS PRIOR TO FINAL ACCEPTANCE OF THE PROJECT. THE REPORT SHALL INCLUDE ALL AIRAND WATER BALANCE DATE AND HEAT TRANSFER EQUIPMENT TEST DATA LISTED BELOW, AND OTHER DATA AS REQUIRED BY THE "NATIONAL STANDARD FOR FIELD MEASUREMENTS AND INSTRUMENTATION ". 3.54 A.C. UNIT: CFM, STATIC PRESSURE, MOTOR HP, RPM, AND AMPS, PERCENT OF OUTSIDE AIR (OR CFM AS APPLICABLE), FAN RPM, FAN BHP, INLET AND OUTLET DRY AND WET BULB TEMPERATURE, FAN DRIVE TYPE AND SIZE, WATER FLOW - 3.55 INDIVIDUAL OUTLET AND INLET TEST RESULTS: OUTLET AND INLET IDENTIFICATION (LOCATION AND NUMBER DESIGNATION). 3.56 FOLLOWING FINAL ACCEPTANCE OF THE SYSTEM BALANCE BY THE OWNER, THE CONTRACTOR SHALL PERMANENTLY MARK THE SETTINGS OF ALL VALVES, SPLITTERS, DAMPERS, AND OTHER ADJUSTMENT DEVICES SO THAT ADJUSTMENT CAN BE RESTORED IF DISTURBED AT ANY TIME. DEVICES SHALL NOT BE MARKED BEFORE FINAL ACCEPTANCE. 3.57 NO STRUCTURAL MEMBERS SHALL BE CUT WITHOUT THE APPROVAL OF THE ARCHITECT, AND ALL SUCH CUTTING SHALL BE DONE IN A MANNER DIRECTED BY HIM. 3.58 PROVIDE WEATHER -PROOF FLASHING AT ALL DUCT, PIPE, TL. MECHANICAL PENETRATIONS THROUGH AND BUILDING GUARS AND ROOF. FLASHING SHALL R THE BE DURATION AND INSTALLED PER SMACNA AND SHALL BE GUARANTEED WEATHER PROOF FOR THE DURATION OF THE GUARANTEE. 3.59 FIRE AND /OR SMOKE DAMPER 1. FURNISH AND INSTALL AT LOCATION SHOWN ON PLANS FIRE /SMOKE DAMPERS MEETING OR EXCEEDING THE FOLLOWING SPECIFICATIONS: FRAME SHALL BE A MINIMUM OF 16 GAUGE GALVANIZED STEEL FORMED INTO A STRUCTURAL HAT CHANNEL SHAPE WITH TABBED CORNERS FOR REINFORCEMENT. THE BLADES SHALL BE SINGLE SKIN 16 GAUGE MINIMUM GALVANIZED WITH THREE LONGITUDINAL GROOVES FOR REINFORCEMENT. BEARING SHALL BE STAINLESS STEEL SLEEVE TURNING IN AN EXTRUDED HOLE IN THE FRAME. BLADE EDGE SEALS SHALL BEW SILICON RUBBER MECHANICALLY LOCKED IN BLADE EDGE (ADHESIVE OR CLIP FASTENED SEALS ARE NOT ACCEPTABLE). JAMB SEALS SHALL BE STAINLESS STEEL FLEXIBLE METAL COMPRESSION TYPE. 2. EACH COMBINATION FIRE /SMOKE DAMPER SHALL BE RATED FOR 1.5 HOURS UNDER UL STANDARD 555 AND SHALL FURTHER BE CLASSIFIED BY UL AS A LEAKAGE RATED DAMPER FOR USE IN SMOKE CONTROL SYSTEMS UNDER UL 555S AND BEAR THE UL LABELS FOR BOTH UL 555 AND UL 555S. FIRE /SMOKE DAMPERS IN TUNNEL CORRIDOR SHALL BE UL LISTED FOR TUNNEL CORRIDOR CONSTRUCTION 3. IN ADDITION TO THE LEAKAGE RATING ALREADY SPECIFIED HEREIN, THE DAMPERS AND THEIR ACTUATORS APPROPRIATE RI QUALIFIED UNDER UL 555S TO MINIMUM ELEVATED TEMPERATURE OF 250 MANUFACTURER (F). APPROPRIATE .120 VOLT ELECTRIC ACTUATORS SHALL BE INSTALLED BY THE DAMPER MANUFACTURER AT THE TIME OF DAMPER FABRICATION. DAMPER AND ACTUATOR SHALL BE INSTALLED AS S SINGLE ENTITY WHICH MEETS ALL APPLICABLE UL 555 AND UL 555S QUALIFICATIONS FOR BOTH DAMPERS ANDACTUATORS. ACTUATORS. DAMPERS MUST OPEN AND CLOSE WITHIN 15 SECONDS OF APPROPRIATE SIGNAL AND DAMPERS MUST CLOSE UPON LACK OF POWER. 4. FIRE ALARM CONTRACTOR SHALL PROVIDE ALL NECESSARY SWITCHES AND RELAYS ETC. TO INTERFACE DAMPER BUILDING FIRE ALARM AND CONTROL SYSTEM AS REQUIRED. 5. IN SYSTEMS REQUIRING A SMOKE CONTROL SYSTEM, PROVIDE REMOTE SENSING OF DAMPER POSITION AND DAMPER OVERRIDE OF DAMPER CLOSURE TO PERMIT CONTROLLED OPERATION IN A DYNAMIC SMOKE MANAGEMENT SYSTEM. DEVICE SHALL BE RUSKIN MODEL TS 150 FIRE STAT OR APPROVED. 6. COMBINATION SMOKE /FIRE DAMPERS SHALL BE MANUFACTURED BY SAFEAIR, RUSKIN, GREENHECK, AIR BALANCE, NATIONAL CONTROLLED AIR AND PREFCO. ` / �� ®��, L I`� �gl ! 1V �T ��T����1 g L. L. C 1� \ !x (+ MECHANICAL - ELECTRICAL CIVIL - LEED - STRUCTURAL FIRE PROTECTION 2100 112TH AVE. NE BELLEVUE, WA 98004 OFFICE: (425) 462 -9441 FAX: (425) 462 -9451 EMAIL: CService @abossein.com WEBSITE: www.abossein.com _ -..\� =rr d wAs9i,stn it.f ,� C, �� I '' . 2��t , tGy 1 .,, { .L MENOMBINEMEM *� c� ��� 15037 TUKWILA INTERNATIONAL BLVD. TUKWII,A, WASHINGTON Cip Z O ( ) p--� •• 4•I ).1 �T� W Revisions: PERMIT SET 6/14/11 A 1"�4T 46'1 e7,4 ONIMPENEMMEM ® 70[x° �, tie . ► � V" .% 0 RECEIVED Job No.: 211047 Date: 05/23/2011 M03 (3 OF 3 JUN 162011 PERMIT CENTER E a La 0 0 La a) 0 w 0 J d REVDATE: FILE NAME: C: \bOCUMEr1 \Duanek \LOCALS ,,1\ Temp \AcPublish _1424 \211047_E1.0.dwg LAYOUT NAME: El ELECTRICAL GENERAL NOTES: 1) ALL RECEPTACLES AND SWITCHES SHALL BE FLUSH MOUNTED FOR ALL AREAS. U.O.N. 2) THE ELECTRICAL DRAWINGS ARE GENERALLY DIAGRAMMATIC. THE ELECTRICAL INSTALLATION SHALL BE COORDINATED WITH ALL OTHER TRADES SO THAT INTERFERENCES BETWEEN THE ELECTRICAL INSTALLATION AND ARCHITECTURAL, STRUCTURAL, MECHANICAL, PLUMBING, FIRE PROTECTION AND EQUIPMENT INSTALLATION WILL BE AVOIDED. 3) REFER TO ARCHITECTURAL DRAWINGS FOR DIMENSIONS, ROOM AND AREA FINISHES, CEILING PLANS, DOOR SWINGS, FIRE RELATED PARTITIONS, CABINET AND CASE WORK AND BUILT —IN DETAILS. 4) ALL WIRING TO BE SIZE #12 AWG UNLESS NOTED OTHERWISE. 5) CONTRACTOR SHALL PROVIDE ALL DISCONNECTS TO MEET LOCAL CODES. 6) CONTRACTOR SHALL VERIFY ALL DOOR SWINGS BEFORE INSTALLING LIGHT SWITCHES. ALL LIGHT SWITCHES TO BE INSTALLED ON STRIKE SIDE OF DOOR UNLESS SPECIFICALLY NOTED OTHERWISE. ALL FINAL CONNECTIONS SHOWN ON THE DRAWINGS ARE ACTUAL REQUIREMENTS OF THE EQUIPMENT AND ARE SHOWN IN THEIR APPROXIMATE LOCATION. 7) 8) 10) 14) 15) 16) 17) ALL MOTOR STARTERS SHALL BE PROVIDED BY THE MECHANICAL CONTRACTOR FURNISHING THE EQUIPMENT AND INSTALLED, WIRED AND CONNECTED BY ELECTRICAL CONTRACTOR. AUDIO /VISUAL INDICATOR SHALL BE INSTALLED ABOVE THE FIRE ALARM PULL STATION WHERE APPLICABLE AT APPROXIMATELY 6" BELOW CEILING OR +80" A.F.F. WHICHEVER IS LOWER. ALL EMERGENCY BATTERY PACKS PATHWAY LIGHTING FIXTURES SHALL BE CONNECTED TO THE SAME CIRCUIT SERVING LIGHTING IN THAT AREA PRIOR TO THE SWITCH AND PHOTOCELL. ALL EXTERIOR EQUIPMENT AND DEVICES SHALL BE WEATHERPROOF AND RAIN TIGHT. COORDINATE ALL LIGHTING WITH MECHANICAL AND PLUMBING EQUIPMENT. CONTRACTOR TO VERIFY THAT EQUIPMENT WITH CIRCUIT BREAKERS AS LOCAL DISCONNECT MEANS IS HACR RATED. IF NOT, PROVIDE DISCONNECT SWITCH PER N.E.C. MOUNTING HEIGHT OF ALL DEVICES SHALL CONFORM WITH N.E.C., STATE ELECTRICAL CODE, LOCAL CODES AND ADA. UNLESS OTHERWISE INDICATED ON THE DRAWINGS. — RECEPTACLES +15" TO CENTERLINE — SWITCHES +48" TO CENTERLINE' REFER TO ARCHITECTURAL DRAWINGS FOR DESIGNATION AND LISTING OF FIRE RATED ASSEMBLY DESIGN NUMBERS. COORDINATE ALL DESIGN WORK WITH FIRE RESISTANCE OF MATERIALS AND CONSTRUCTION. FINAL DETERMINATION OF FIRE DAMPERS AND OTHER FIRE STOPPING REQUIREMENTS SHALL BE BASED ON LOCAL CODE REQUIREMENTS. ELECTRICAL SYSTEM AND COMPONENTS SHALL BE IN COMPLIANCE WITH THE REGULATIONS OF THE WITH STATE AND LOCAL ENFORCING AGENCIES. 18) THE ELECTRICAL CONTRACTOR SHALL REFER TO AND COORDINATE THE LOCATION OF ALL AREA/ OCCUPANCY SEPARATION WALLS WITH THE ARCHITECTURAL DRAWINGS AND DETAILS. 19) ALL CONDUIT, ETC. PENETRATIONS THROUGH THE BUILDING SHALL BE FIRE /SMOKE STOPPED PER THE LATEST EDITION OF THE UNDERWRITERS LABORATORIES FIRE RESISTANCE WITH HOURLY RATINGS FOR THROUGH — PENETRATION FIRE STOPS SYSTEM VOLUME #2 OR SHALL BE INSTALLED IN STRICT ACCORDANCE PER THE MANUFACTURERS U.L. LISTINGS (3M —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—BOX JUNCTION BOX LTG LIGHTING M TD M NIC MLO (N) OHL OL PNL P REC SMR SW SWBD TEL TYP TV UON UV UG W WH WP XMFR V Y MOUNTED METER NOT IN CONTRACT MAIN LUGS ONLY NEW OVERHEAD LINE OVERLOAD PANEL POLE RECEPTACLE SURFACE METAL RACEWAY SWITCH SWITCHBOARD TELEPHONE TYPICAL TELEVISION UNLESS. OTHERWISE NOTED UNIT VENTILATOR UNDERGROUND WATT WATT HOUR METER WEATHERPROOF TRANSFORMER VOLT WYE INSTRUCTION TO BIDDERS 1. IT IS MANDATORY FOR THE CONTRACTOR TO VISIT THE SITE AND REVIEW THE EXISTING SYSTEM AND CONDITIONS IN ORDER TO BID THIS PROJECT. 2. DESIGN DRAWINGS ARE SCHEMATIC. THIS CONTRACTOR SHALL VISIT THE SITE PRIOR TO BIDDING OR AWARD OF CONTRACT TO INSPECT EXISTING FIELD CONDITIONS. THIS CONTRACTOR SHALL INCLUDE ALL LABOR AND MATERIALS NECESSARY FOR FIELD MODIFICATIONS DUE TO EXISTING CONDITIONS. 3. THE CONTRACTOR SHALL CONTACT THE ARCHITECT, ENGINEER OR OWNER PRIOR TO BIDDING FOR INTERPRETATIONS AND CLARIFICATIONS OF THE DESIGN AND INCLUDE IN HIS BID ALL COSTS TO MEET THE DESIGN INTENT. CLARIFICATIONS MADE BY THE ARCHITECT, ENGINEER OR OWNER AFTER BIDDING WILL BE FINAL AND SHALL BE IMPLEMENTED AT CONTRACTOR'S COST. 4. BIDDING CONTRACTORS SHALL HAVE A WORKING KNOWLEDGE OF LOCAL CODES AND ORDINANCES AND SHALL INCLUDE IN THEIR BIDS THE COSTS FOR ALL WORK INSTALLED IN STRICT ACCORDANCE WITH GOVERNING CODES, THE PLANS AND SPECIFICATIONS NOT WITHSTANDING. THE CONTRACTOR SHALL ALERT ARCHITECT, ENGINEER OR OWNER OF ANY APPARENT DISCREPANCIES BETWEEN GOVERNING CODES AND DESIGN INTENT. The Fire Alarm system is "Design Build" by the successful Electrical Contractor along with their FA system equipment supplier /subcontractor and must meet all requirements for all applicable codes and Authority Having Jurisdiction. Drawings provided in the bid package are generic FA requirements and are not to be considered design documents. The bid package drawings do not indicate specific local requirements, the number of actual devices or exact final locations required to satisfy inspecting Authority. Bidders will contact the inspection and plan review before bid preparation. Certain Owner requirements defined within the FA specifications may have more stringent fire safety and device ' requirements than that required by the AHJ. When there is a conflict between Owner requirements and the AHJ requirements, the most stringent of the two which is not in violation of any enforcable code of jurisdiction shall be included in the "Design Build" package. Bidders shall include all components wiring, and shop drawings for a complete "turn key" system. No additonal charges will be considered for any required FA components or wiring which was not included in the original FA bid. POWER DEVICES _= PANELBOARD — FLUSH MOUNTED — — PANELBOARD — SURFACE MOUNTED TRANSFORMER FLOORBOX WITH DUPLEX RECEPTACLE 0 MOTOR CONNECTION. (NUMBER = HORSEPOWER) DISCONNECT SWITCH u' DISCONNECT SWITCH — FUSED COMBINATION STARTER /DISCONNECT MAGNETIC STARTER EQUIPMENT CONNECTION SPECIAL RECEPTACLE e- SIMPLEX RECEPTACLE DUPLEX RECEPTACLE ® QUADRAPLEX RECEPTACLE D PUSHBUTTON CONTROLLER 0 JUNCTION BOX SWITCHING $a $3 S4 $K SD SINGLE POLE THREEWAY FOURWAY KEYED DIMMER MANUAL MOTOR STARTER $M WITH THERMAL OVERLOADS ST P $v So SGD TIMER PILOT LIGHT VARIABLE SPEED FAN CONTROLLER SWITCH WITH LED PILOT LIGHT WALL MOUNTED SWITCHED OCCUPANCY SENSOR SWITCH FOR GARBAGE DISPOSAL RECEPTACLE (a,b,c) DENOTES SWITCH LEGS TELEPHONE - DATA DATA OUTLET /VOICE — RJ45 JACKS • TELEPHONE OUTLET i PAINTED 3/4" PLYWOOD BACKBOARD REVISIONS: PLAN INDEX: E1.0 GENERAL NOTES, SCHEDULES AND PLAN INDEX E2.0 ELECTRICAL FLOOR PLAN — POWER AND COMMUNICATIONS E3.0 ELECTRICAL FLOOR PLAN — LIGHTING E4.0 ELECTRICAL ROOF PLAN — POWER E5.0 ELECTRICAL PANEL SCHEDULES, POWER RISER DIAGRAM AND NOTES E6.0 SPECIFICATIONS /ip 4 1444/ 447 tiO ABOSSEIN A NGINEEEING L.L.0 MECHANICAL — ELECTRICAL CIVIL — LEED — STRUCTURAL FIRE PROTECTION 2100 112TH AVE. NE BELLEVUE, WA 98004 OFFICE: (425) 462 -9441 FAX: (425) 462 -9451 EMAIL: CService®abossein. corn WEBSITE: www.abossein.com 0 L) H TUKWILA, WASHINGTON z H co GENERAL NOTES, SCHEDULES AND PLAN INDEX Revisions: PERMIT SET 6/14/11 A RECEIVED JUN 162011 PERMIT CENTER Job No.: 211047 Date: 05/23/201 1 E1.0 (10F6) E 0 0 0 N u) 0 0 C 0 w 0 J LAYOUT NAME: Layoutl 0 N w O N CD ,N w w J U- 0 ITEM NO. QUANTITY I DESCRIPTION ELECTRICAL NOTES CIRCUIT cn o_ m < o_ VOLTS PHASE z O 2 4 POINT. OF SALE SYSTEM 3.0 115 1 DCO DEDICTATED C ISOLATED - VERIFY REQUIREMENTS WITH OWNER C -1; C -3; C -5; C -7 2.1 2 POS MONITOR 3.0 115 1 DCO DEDICTATED /ISOLATED - VERIFY REQUIREMENTS WITH OWNER C -9; C -11 3 2 SODA DISPENSER 15.0 115 1 JBOX INDIRECT WA TE A -23; B -25 4 2 ICE DISPENSER 11.4 208 1 SCO INDIRECT WASTE B- 37,39; B -22.24 33 WALK -IN COOLER 15.0 208 1 JBOX 34 BLOWER COIL 1.8 115 JBOX INDIRECT WASTE 35 COMPRESSOR JBOX B -34 37 BLOWER COIL 25.0 208 3 JBOX INDIRECT WASTE 38 HEAT TAPE 2.0 115 1 DCO 39 COMPRESSOR 8.0 208 1 JBOX B -36 44 SLICER 3.5 115 1 DCO B -38 45 CHEESE SHREDDER 9.0 115 1 DCO INDIRECT WASTE B -2 69 DISHWASHER 45A- 208 3 JBOX INDIRECT WASTE 80 CLASS I EXHAUST HOOD 0.9 115 1 JBOX FOR LIGHTS SEE HOOD DRAWINGS FOR REQUIREMENTS 83 CLASS I DUCTWORK / FAN 208 1 JBOX EC TO INTERCONNECT TO FIRE ALARM PANEL 90 2 TABLE TOP KETTLE 18.0 208 3 JBOX A- 31,33.35; A- 37.39,41 92 FROZEN FOOD DISPENSER 7.0 115 1 DCO NEMA 5 -15P e C - 1,3,5,7 93 3 FRYER 3.0 115 1 DCO B -28 96 FRY DUMP STATION 0.75 6.3 115 1 DCO NEMA 5 -15P GENERAL KITCHEN CIRCUIT 97 TWO DRAWER REFRIGERATOR 3.9 115 1 DCO NEMA 5 -15P GENERAL KITCHEN CIRCUIT 102 2 MICROWAVE OVEN 14.0 208 1 SCO A -2; A -4 105 4 HEAT LAMP 1.30 208 1 JBOX A -10; A -12; A -34 106 2 WARMING DRAWER 3.8 115 1 DCO NEMA 5 -15P A -28; A -30 107 2 RAISED RAIL REFRIGERATOR 9.0 115 1 DCO NEMA 5 -15P GENERAL KITCHEN CIRCUIT 108 2 SANDWICH GRILL 15.0 115 1 DCO NEMA 5 -15P A -14; A -16 109 2 DROP IN WARMING WELLS 2.10 208 1 JBOX A- 20,22; A -24,26 110 2 PRODUCT HOLDING UNIT 3.60 17.4 208 1 JBOX A -5,7; A -6,8 115 1 ICE TEA BREWER 4.0 115 1 DCO VERIFY REQUIREMENTS WITH OWNER B -8 116 1 COFFEE BREWER 2.00 208 1 SCO VERIFY REQUIREMENTS WITH OWNER B -4,6 PLAN KEYED NOTES: AT COOLER, PROVIDE TWO SINGLE GANG JUNCTION BOXES ADJACENT TO STRIKE SIDE OF DOOR WITH 1/2" CONDUIT AND PULL STRING STUBBED OUT ABOVE ACCESSIBLE CEILING. ONE BOX FOR ALARM SYSTEM AND ONE FOR TEMPERATURE SENSOR. FIELD VERIFY EXACT LOCATIONS W /OWNERS REPRESENTATIVE. COORDINATE WORK WITH SECURITY SYSTEM CONTRACTOR AND COOLER EQUIPMENT MANUFACTURER. PROVIDE ALL NECESSARY CONTROL WIRING FOR COOLER PER MANUFACTURERS REQUIREMENTS. PROVIDE 1/2" CONDUIT AND PULL STRING CONCEALED IN PARTITON RUN. UP FROM TOP EDGE OF DOOR FRAME AND STUBBED OUT ABOVE ACCESSIBLE CEILING FOR DOOR CONTACT. CONDUIT SHALL BE AT STRIKE SIDE OF DOOR, NOT HINGED SIDE. COORDINATE WORK WITH SECURITY SYSTEM CONTRACTOR. PROVIDE CONDUIT FROM ALL DATA /PHONE OUTLETS AT HEIGHT INDICATED. CONDUITS SHALL HAVE A PULLSTRING INSTALLED. STUB 3/4" CONDUIT FROM OUTLET TO ABOVE FINISHED CEILING. PROVIDE INSULATED BUSHING ON CONDUIT END. CURVE CONDUIT TOWARDS DIRECTION OF TELEPHONE SERVICE. COORDINATE WITH TELEPHONE COMPANY PRIOR TO INSTALLATION. PROVIDE SEPARATE CONDUIT RUN BELOW FLOOR OR IN CASEWORK FOR SOUND SYSTEM WIRING TO MICROPHONES - VERIFY REQUIREMENTS IN FIELD. ROUTE POS SYSTEM CONDUIT(S) UNDER FLOOR OR THROUGH CASEWORK TO NEAREST FULL HEIGHT PARTITION THEN UP ABOVE ACCESSIBLE CEILING. PROVIDE WITH PULLSTRING. PROVIDE ROUGH -IN AND FINAL CONNECTION TO SMOKE DETECTOR MOUNTED IN RETURN AIR DUCT. DETECTOR SHOULD SHUT DOWN RTU UPON ACTIVATION. PROVIDE RECESSED SINGLE GANG JUNCTION BOX AT 60" AFF WITH 1/2" CONDUIT AND PULL STRING UP IN PARTITION STUBBED OUT ABOVE ACCESSIBLE CEILING FOR ALARM SYSTEM CONTROL KEYPAD. FIELD VERIFY EXACT LOCATION W /OWNERS REPRESENTATIVE. 'COORDINATE WORK WITH SECURITY SYSTEM CONTRACTOR. PROVIDE DOOR BUZZER SYSTEM AT REAR ENTRY DOOR. PROVIDE PUSHBUTTON AT 48" AFF ADJACENT TO STRIKE SIDE OF ENTRY DOOR. PROVIDE BUZZER MOUNTED JUST BELOW CEILING IN KITCHEN AREA AND IN OFFICE. PROVIDE OVERRIDE SWITCH IN OFFICE AT A CONVENIENT LOCATION TO ENABLE BUZZER SHUT -DOWN. FIELD VERIFY EXACT LOCATION. PUSH - BUTTON SHALL BE EDWARDS 632 OR EQUAL. BUZZER SHALL BE EDWARDS 725 OR EQUAL. ROUTE CABLE FROM TV TO MANAGERS OFFICE. RECEPTACLE(S) FOR COMPUTER USE ONLY COMPUTER OUTLET DESIGNATION (op QUAD RECEPTACLE DETAIL RECEPTACLE(S) FOR GENERAL USE NOT TO SCALE SEE PLANS FOR LOCATIONS PRIMARY DATA POS SYSTEM NOTES: 1. ELECTRICAL CONTRACTOR TO FURNISH AND INSTALL ALL POS SYSTEM RACEWAYS, CONDUITS, AND JUNCTION BOXES FOR POS SYSTEM. POS CONTRACTOR TO PROVIDE WIRING AND TERMINATIONS. 2. PROVIDE 1-1/4" C WITH TWO UNSHIELDED CATEGORY 5E LINES FROM EACH CASH REGISTER TO EQUIPMENT BOARD IN OFFICE. ONE CAT -5E LINE FOR THE CASH REGISTER AND ONE FOR THE ATTACHED PRINTER. EACH WALL PLATE TO HAVE (2) RJ -45 JACKS (IN CASEWORK). ALL UNDERFLOOR CONDUIT AND ROUGH -INS BY E.C. RUN CONDUIT BELOW FLOOR OR IN CASEWORK TO NEAREST FULL HEIGHT PARTITION AS REQUIRED. RUN WIRING CONCEALED IN CABINETRY /CASEWORK. 3. PROVIDE 1" C WITH UNSHIELDED CATEGORY 5E FROM EACH MONITOR OR PRINTER TO EQUIPMENT BOARD IN OFFICE. EACH WALL PLATE TO HAVE (2) RJ -45 JACKS (IN CASEWORK). 4. ALL UNDERFLOOR CONDUIT AND ROUGH -INS BY E.C. RUN CONDUIT BELOW FLOOR OR IN CASEWORK TO NEAREST FULL HEIGHT PARTITION AS REQUIRED. RUN WIRING CONCEALED IN CABINETRY /CASEWORK. 5. THE PHONE LINE TO CASEWORK FOR CREDIT CARD CONNECTION SHALL BE INSTALLED IN 1" CONDUIT TO ALLOW FOR FUTURE CAPACITY IF ADDITIONAL PHONE LINES ARE REQUIRED. 6. POS DATA LINES SHALL BE INSTALLED IN CONDUIT SEPARATE FROM ALL POWER CONDUCTORS. 7. POS CONTRACTOR MUST TEST ALL FEEDS FOR CONTINUITY AND LABEL ALL FEEDS. 8. ALL ROUGH -INS FOR EQUIPMENT ® CASEWORK TO BE PROVIDED IN FRONT RACEWAY OF CASEWORK. ALL ROUGH -INS FOR EQUIPMENT ON REAR SERVICE LINE TO BE ©46" AFF UNLESS OTHERWISE NOTED. • 9. RECEPTACLES FOR P.O.S (POINT OF SALE) REGISTERS SHALL BE HUBBELL #5262. RECEPTACLES FOR P.O.S. MONITORS AND STORE COMPUTERS SHALL BE HUBBELL #5262. (2) TELEPHONE CAT5E CABLES. (1) GRAY, (1) WHITE (2) DATA CAT5E CABLES. (1) BLUE, (1) GREEN PRIMARY VOICE DATA GENERAL NOTES: 1. REFER TO KITCHEN DRAWINGS FOR MORE INFORMATION. 2. ALL SWITCHES AND OUTLETS IN KITCHEN AND MANAGER'S OFFICE ARE TO HAVE NAME PLATES INDICATING PANEL, CIRCUIT, AND VOLTAGE ETCHED ON STAINLESS STEEL. 3. ALL LOW VOLTAGE WIRING SHALL BE IN 3/4" EMT CONDUIT OR SIZED AS INDICATED OTHERWISE. 4. ALL CONDUITS ENTERING OR LEAVING THE COOLER SECONDARY DATA SHALL BE SEALED WITHIN 12" OF THE PENETRATION. I.- SECONDARY VOICE ■ QUAD PHONE/DATA WALLPLATE NOT TO SCALE SEE PLANS FOR LOCATIONS 5. VERIFY ALL DEVICE LOCATIONS AND CONDITIONS PRIOR TO START OF CONSTRUCTION. E.C. RESPONSIBLE TO PROACTIVELY COORDINATE INSTALLATION OF ELECTRICAL EQUIPMENT AND CONDUITS PRIOR TO START. 6. CONSULT EQUIPMENT VENDOR FOR ACTUAL CONNECTION CONDITIONS AND REQUIREMENTS. 7. VERIFY ALL CONDITIONS, LOCATIONS, AND CONNECTIONS TO EQUIPMENT WITH THE OWNER AND /OR ARCHITECT PRIOR TO BID AND INCLUDE ALL COSTS IN BID. 8. MOUNT OPEN SIGN RECEPTACLE ABOVE CENTER OF WINDOW TIGHT TO HEADER OR WALL. 9. SEE PANEL SCHEDULES FOR DETAILED CIRCUIT INFORMATION. REFER TO KITCHEN ROUGH -IN SHEET K -3 FOR ADDITIONAL ELEVATIONS. INSTANTANEO -WATER HE 5, JANITOR SPRINT 101 C -12 n i I WP I GFCI A -21 2466 NA 27X24 27X24 ND UZZER 30 27X4 15A WP GFCI +15" 27X48 • ITION DRY STORAGE B -14,16 H. WALL W /OPENINGS PARITION INSTA HOT B -18,20 INSTA HOT 27X48 27X48 FOOD R PRESSOR ROOF. D- VERIFY CT LOCATION. 27X48 - I A -17,19 BOOTH BACK LEDGE LEDGE PONY WALL -8' H. WALL W /OPENINGS I I I II II II II II II 27X48 oak El Ca: a- II IlillllllllllllllIIIIIIIIIIII 1 T4BLE 1 PONY WALL +30 "l 4 ARI PTION ON \\ / PONY WALL E \TRY OPEN SIGN SEE GENERAL NOTE #8 A.F.F. +30" c_i I \LJ CLOSE TO CLING ABOVE V INIXMS 2.1 30 X48_ 1 J 1 Pelidi 74' igiop Rai, 410 RECEIVED JUN 16 2011 PERMIT CENTER ABOSSEIN ENGINEERING L.L.0 MECHANICAL - ELECTRICAL CIVIL - LEED - STRUCTURAL FIRE PROTECTION 2100 112TH AVE. NE BELLEVUE, WA 98004 OFFICE: (425) 462 -9441 FAX: (425) 462 -9451 EMAIL: CService®abossein. corn WEBSITE: www.abossein. corn rr0 TUKWILA, WASHINGTON TUKWILA INTERNATIONAL BLVD. ELECTRICAL FLOOR PLAN COMMUNICATIONS POWER AND Revisions: PERMIT SET 6/14/11 n A A Job No.: 211047 ate: 05/23/2011 E2.0 (2 OF 6) LIGHTING FIXTURE SCHEDULE SYMBOL SYM NO FIXTURE QT1r MANUFACTURE MODEL NO NATTS LAMP 1 SUPPLIER REMARKS F1 RECESSED LED 2X2 FIXTURE 2 LITHONIA LIGHTING 2LED 3300L FIN ACRYLIC LENSE COVER LED ELEC. CONTR. 611 F 2 RECESSED FLUORESCENT 2X4 FIXTURE 14 TROFFER W/ ACRYLIC LENSE COVER 68 (2) FxTe EXEC. CONTR. ExEMPr FUTURE >‹ F3 F 3 RECESSED FLUORESCENT 4 PEERLESS- LWR9 -4' T5H0/ 5 54 54T5H0 ELEC. CONTR. MENU BOARD EXEMPT FIXTURE R1 R 1 RECESSED ESSED FIXTURE 16 DOOM6N LED LIGHTING (O QUAL) 15.6 LED ELEC. CONTR. I+# pi P1 PENDANT FIXTURE 5 AMERICAN FLUORESCENT KENWOOD SERIES KEPL.ASRB 7,O L TACO TIME BRONZE FINISH 0..--4 P2 P 2 PENDANT FIXTURE CUSTOM 24 -BROADWAY (3)26W TRIPLE CFL TACO TIME T1 TRACK - TECH LIGHTING t MONORAIL (24 ") ELEC. CONTR. BRONZE FINISH Ti La T2 T 2 TRACK - TECH LIGHTING 4 MONORAIL (48 ") ELEC. CONTR. BRONZE FINISH 0 T3 T 3 TRACK HEAD -TECH UGHT. 9 AFRO 700M0 Z WITH 700BELLBZ SHADE 5o MR16 ELEC. CONTR. BRONZE FINISH T4 T 4 TRACKHEAD ON MOMO -POINT TACK 8 PRIMA 59106 LIGHTING 32.4 LED TACO TIME BRONZE FINISH _ V V!V.V_V I V -V S_1 V V V! 1x4 CFL FIXTURE -V -V VWV -V -V „- ,- „ -V -„-„ 1 _ V TBD V -V V V- V -V'�V V V V V V V V 32 V -„- (1)32W T_8 V „-„ V V , V V V V, V V V V V V V I Q -V_V -V 1-`>w1 W1 WALL MOUNT- EXTERIOR 2 BOSTON 9N-16-19x-(2)26-120-E9-EM-132 2 -26W CFL ELEC. CONTR. BRONZE FINISH EMERG. FIXTURE I. W3 W 3 WALL MOUNT- EXTERIOR 4 BOSTX_118_12O_sBz ON 1 -18W CFL ELEC. CONTR. BRONZE FINISH F W4 W 4 WALL MOUNT - EXTERIOR 2 BOSTON BN- 16- D��B�X.- (1)18 - 12/9- -EM- BZ 1 _18W CFL ELEC. CONTR. BRONZE FINISH EMERG. FIXTURE l.- AWA�A� A -A-A A A- QP A- A- A�„A- E 1 ���./�y�.� 1y�� ly���`[�.�Iy���ly� HARDWREDANIH- BATTERY- BACK VI A EXIT SIGN - INTERNALLY ILLUMINATED WITH EMERGENCY UGNTING A A 4 -EB 15 .E ^�B^ i ���� A-' A _...A BY 1HE EXIT UGHT CO. OR EQUAL A -A A AA <4 A A A. A A A A A I�� ELEC. CONTR. A A A A A A A TRACK CURRENT LIMITER TAGS K250) 250W TRACK CURRENT LIMITER CL GENERAL NOTES: 1. ALL EXTERIOR BUILDING LIGHTS SHALL BE ON AN ASTRONOMIC TIMER PROGRAMMED TO SHUT OFF AT DAYBREAK AND ON AT DUSK. TIMER SHALL INSTALLED TO INCLUDE PHOTOCELL OVERRIDE (SEE DETAIL A -3.0) 2. SITE LIGHTING TO BE CONTROLLED BY GENERAL SHOPPING CENTER TIMER AND PHOTOCELL. 3. VERIFY EXTERIOR FIXTURE MOUNTING HEIGHTS WITH ARCHITECT PRIOR TO ROUGH -IN. 4. SEE ARCHITECTURAL INTERIOR ELEVATIONS FOR MOUNTING HEIGHT OF MENU BOARD, TV'S AND FIXTURES. 5. VERIFY IRRIGATION CONTROLLER LOCATION WITH OWNER. 6. CONTROL BATHROOM EXHAUST FAN TO RUN WITH HVAC DURING OCCUPIED HOURS. NOTES: CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND OBSTRUCTIONS PRIOR TO START OF CONSTRUCTION. ALL EMERGENCY AND EXIT LIGHTING FIXTURES TO BE CONNECTED TO LOCAL EXISTING LIGHTING CIRCUIT, AHEAD OF ANY AND ALL SWITCHING. O USE PANEL 'B' CKT 19 FOR ALL NIGHT LIGHT FIXTURES TO REMAIN ON 24/7. .q> CONSULT ARCHITECT FOR MOUNTING HEIGHT OF FIXTURE. O LIGHT FIXTURES PROVIDED BY VENDOR OF EQUIPMENT AND INSTALLED BY EC. EC. SHALL SUPPLY ALL LAMPS . -. AND BULBS (ALL 1301/ WHERE PRACTICAL). ,.- ..V�V�V ~V.- .V. -.V. -. Vim. V.... V.- V. -.V. V�V�. V..- .V.V V -•V`V `V V ~V ~V�V"V~ V� V_ V` V”` V ' V V SHADED AREA INDICATES EGRESS PATHWAY. EMERGENCY LIGHTING <I SHALL BE PROVIDED ALONG THIS PATH PER SECTION 1006 OF THE < IBC. A A A A A A A A A A A A A A A A A. A A A A A A A A A A A A I- =IRE SPRINKLER \ LIGHTING TIMER IRRIGATION —1 r° s r'R W ,40 :. ►A (rE r PHOTOCELL LOCATED UN ER SQFFIT ON SOUTH SIDE OF BUI DING \ -1L,� W2 ' -II-1 W2 JANITOR 10n W2 ' > > \ A A DINING 4=) W2 L= DRY STORAGE 1108 J- J 110111 11111111111111101 C -17 104 =11111111111 111111111 COOLER 1104A1 BI-17 J NL (ON 24/7) vl — 1l11111111111111111111111111111I I ��•I�:II��i :LI} . . BOARD 25-12 v1 • ELECTRICAL LIGHTING PLAN SCALE: 1 /4" = 1' -0" NORTH PtH 112- ABOSSEIN ENGINEERING L.L.0 MECHANICAL - FJ FCTRICAL CIVIL - LEED - STRUCTURAL FIRE PROTECTION 2100 112TH AVE. NE BELLEVUE, WA 98004 OFFICE: (425) 462 -9441 FAX: (425) 462 -9451 EMAIL: CService@abossein.com WEBSITE: www.abossein.com cm.) L) E-4 ELECTRICAL FLOOR LIGHTING Revisions: PERMIT SET 6/14/11 A ADDENDUM 1 6/22/11 ADDENDUM 2 6/28/11 J• b No.: 211047 RECEIVED AUG 03 2011 PERMIT CENTEI- te: 05/23/2011 E3.0 (40F 7) 120 VOLT, 20 AMP CONTROL CIRCUIT PNL 'A' —CKT 6 MANUAL RESET RELAY. FURNISHED WITH FIRE SUPPRESANT SYSTEM OPTIONAL SNAP — ACTION SWITCH. FURNISHED WITH FIRE SYSTEM (VERIFY). SWITCH IN ANSUL CONTROL BOX INTERNAL WIR ING (TYPICAL) -7 lc K1a J SHUNT —TRIP BREAKER PB TO OTHER RELAYS, AS REQUIRED. HOOD FIRE SYSTEM INTERLOCK DIAGRAM SCALE NONE SEQUENCE OF OPERATION: 1. MA -1 KITCHEN HOOD SUPPLY AND EF -1 (EXHAUST FAN) ARE STARTED SIMULTANEOUSLY WITH RTU -1 AND RTU -2 BY THE TIME CLOCK (TIME CLOCK SUPPLIED BY ELECTRICAL CONTRACTOR). 2. UPON FIRE ALARM SIGNAL OR FIRE SUPPRESSION SYSTEM ACTUATOR, THE SUPPLY FANS RTU -1, RTU -2, AND MA -1 ARE SHUT DOWN. 3. THE HOOD EXHAUST WILL CONTINUE TO OPERATE. 4. GAS AND ELECTRIC TO COOKING EQUIPMENT SHALL SHUT DOWN UPON FIRE ALARM SIGNAL OR FIRE SUPPRESSION SYSTEM ACTUATION. E 0 REVDATE: FILE NAME: J:\211047 \211047_E4.0.dwg LAYOUT NAME: Layoutl MSB -2,46 10DA, 3P, 3R, FUSED DISCONNECT (VERIFY FUSE SIZE WITH EQUIPMENT SUPPLIER) DISHWASHE A -17,19 30A, 2P, 3R, FUSED DISCONNECT (VERIFY FUSE SIZE WITH EQUIPMENT SUPPLIER) A -40,42 30A, 2P, 3R, FUSED DISCONNECT (VER FY FUSE SIZE WITH EQUIPMENT SUPPLIER) KITCHEN HOOD A -36,38 30A, 2P, 3R, FUSED DISCONNEC (VERIFY FUSE SIZE WITH EQUIPMENT SUP LIER) MSB- 8,10,12 100A, 3P, 3R, FUSED DISCONNECT VERIFY FUSE SIZE WITH EQUIPMENT SUPPLIER) ABOSSEIN ENGINEERING L. ]L. C MECHANICAL — ELECTRICAL CIVIL — LEED — STRUCTURAL FIRE PROTECTION 2100 112TH AVE. NE BELLEVUE, WA 98004 OFFICE: (425) 462 -9441 FAX: (425) 462 -9451 EMAIL: CService@abossein.com WEBSITE: www.abossein.com C E-4 L) Revisions: TUKWILA, WASHINGTON 15037 TUKWILA INTERNATIONAL BLVD. PERMIT SET 6/14/11 A A A ELECTRICAL ROOF - POWER PLAN SCALE: 1 /4" = 1' -0" NORTH Pt' Job No.: 211047 te: 05/23/2011 RECEIVED JUN 16 2011 PERMIT CENTER E4.0 (4 OF 6) ONELINE DIAGRAM NOTES: SINGLE LINE DIAGRAM ELECTRICAL CONTRACTOR TO PROVIDE NEW 600A, 1 20/208V-3PH ELECTRICAL SERVICE TO BUILDING INCLUDING INSTALLATION OF ANY REQUIRED CT'S AND METERING AND DISCONNECT AT REAR OF SPACE (CONTRACTOR TO VERIFY LOCATION). ELECTRICAL CONTRACTOR RESPONSIBLE FOR ALL WORK FROM UTILITY TRANSFORMER TO NEW SERVICE. ALL WORK SHALL BE IN ACCORDANCE WITH THE SERVING UTILITY REQUIREMENTS AND LOCAL CODE. CONTRACTOR BID SHALL INCLUDE ALL WORK NECESSARY FOR A FULLY OPERATIONAL SYSTEM. E.C. SHALL CONTACT THE ELECTRICAL UTILITY TO VERIFY ALL DETAILS OF NEW SERVICE. E.C. IS RESPONSIBLE FOR ANY FEES. MAIN SWITCHBOARD "MSB" CURRENT TRANSFORMER (NEMA 3R) CABINET & METER SOCKET PER LOCAL UTILITY CO. STANDARDS 0000000 0 E.C. IS RESPONSIBLE FOR A COMPLETE AND OPERATIONAL SYSTEM IN COMPLIANCE WITH NEC AND ALL STATE AND LOCAL CODES. NEUTRAL BUS IN MSB A1C= 42000 AMPS RMS SYM. ISOLATED GND. BUS IN MSB GROUND BUS IN MSB ALL MAIN BREAKER TYPES ARE "SERIES RATED" FOR 42K AIC. CONFIRM AIC WITH UTILITY. DISTRIBUTION EQUIPMENT SHALL BE SQUARE D, CUTLER - HAMMER, OR EQUAL. PROVIDE 13- TERMINAL METER SOCKET (INSTRUMENT TRANSFORMER -RATED W /PROVISIONS FOR TEST SWITCH) AND C.T. ENCLOSURE FOR 600A TACO TIME METERING AS REQUIRED BY THE UTILITY COMPANY. PROVIDE UNDERGROUND PULL SECTION WITH SPEED D SWITCHBOARD ALL FEEDERS INDICATED ARE COPPER " fHWN/THHN ". EQUIPMENT ENCLOSURES SHALL BE CLEARLY MARKED "CAUTION- SERIES RATED SYSTEM ", IN COMPLIANCE WITH 2005 NEC SECTION 110 -22. END -USE EQUIPMENT SHALL ALSO BE MARKED WITH THE HIGHER SERIES COMBINATION INTERRUPTING RATING AS PER 2005 NEC SECTION 240- 83(C). PROVIDE A WEATHER PROOF, LOCKABLE KEYBOX NEAR ELECTRICAL EQUIPMENT. COORDINATE KEY EXCHANGE WITH SEATTLE CITY LIGHT CUSTOMER CONSTRUCTION SERVICES. E.C. TO PROVIDE ALL WIRING, SWITCHES, ENCLOSURES, CONDUITS, METER SOCKET, AND PROTECTIVE EQUIPMENT. 1. CONDUCTOR IN 1"C. TYP. 2. COLD WATER PIPE BOND (LOCATE WITHIN 5' -0" OF WHERE WATER MAIN ENTERS BUILDING). 3. CONCRETE- ENCASED (UFER) GRND. 4. HOT WATER PIPE BOND 5. FIRE SPRINKLER SYSTEM BOND GROUNDING CONDUCTOR, SEE DETAIL 2/0 BARE COPPER GND FLAG NOTES: METERING LOCATION IS DIAGRAMATIC ONLY. VERIFY SERVICE ENTRANCE LOCATION ON SITE. ALL SERVICE EQUIPMENT SHALL CONFORM TO THE NEC AND WA STATE CODES AND SHALL BE INSPECTED AND APPROVED PRIOR TO CONNECTION OF SERVICE BY SCL. IF THE GROUNDING ELECTRODE CONDUCTOR IS EXPOSED TO PHYSICAL DAMAGE, IT SHALL BE RUN IN CONDUIT AND FASTENED SECURELY TO BUILDING PER NEC 250.64(8). METERS INSTALLED BY SERVING UTILITY. DISTRIBUTION EQUIPMENT SHALL BE SERIES -RATED AND 42kAIC MIN. (NEMA 3R PANELS) (NEMA 3R) E.C. SHALL VERIFY AVAILABLE FAULT CURRENT W/ LOCAL ELECTRIC UTILITY COMPANY. ALL BRANCH FEEDER BREAKERS SHALL HAVE AN INTERRUPTING CAPACITY EQUAL TO OR GREATER THAN THE AVAILABLE UTILITY FAULT CURRENT. MAIN BREAKER AND SUB FEED BREAKERS SHALL BE SERIES RATED FOR 42,000 AMPS (MIN.) INTERRUPTING CURRENT (SYMMETRICAL). PROVIDE IDENTIFICATION LABELING FOR ALL SERIES RATED EQUIPMENT AS REQUIRED IN NEC 110 -22 & 240 -86. ALL FEEDERS SHALL BE THW OR THWN COPPER, U.O.N. ELECTRICAL SWITCHBOARD, SUB PANELS AND CIRCUIT BREAKERS WILL BE O.F.C.I. ANNOTATE ALL PERTINENT ELECTRICAL DATA ON SCHEDULE LOCATED INSIDE OF PANEL DOOR. INCLUDE VOLTAGE, PHASE, MAIN CIRCUIT BREAKER SIZE (AMPS), AVAILABLE FAULT CURRENT RATING, DESCRIPTION OF LOADS, AND RELATED LOADS IN WATTS. O7 PANELBOARDS SHALL BE U.L. USTED AND CERTIFIED SERIES RATED WITH UPSTREAM BREAKERS. PROVIDE IDENTIFICATION LABELING FOR ALL SERIES RATED EQUIPMENT AS REQUIRED IN NEC 110 -22 & 240 -86. ALL METERS AND PANELS SHALL BE IDENTIFIED WITH PHENOLIC ENGRAVED PLATES WITH 1" TALL CHARACTERS TO DESIGNATE THE PARTICULAR SPACE SERVED (VERIFY NAMING CONVENTION WITH BUILDING OWNER). FASTEN ENGRAVED PLATES TO METER ENCLOSURE AND PANELS /DISCONNECTS WITH RIVETS OR MACHINE SCREWS. BOND STEEL CONDUIT FITTINGS TO METER ENCLOSURE WHERE CONCENTRIC KNOCKOUTS ARE USED. ELECTRICAL CONTRACTOR TO PROVIDE ALL WIRING, SWITCHES, ENCLOSURES, CONDUITS, AND PROTECTIVE EQUIPEMENT. PROVIDE PANELS WITH FACTORY - INSTALLED LOCKABLE COVERS AND ENCLOSURES. MAIN SWITCHBOARD 'MSB' LOCATION: BUILDING EXTERIOR LOAD DISTRIBUTION FEED FROM: UTILITY TRANSFORMER FEEDER 600 AMP 3P 4W + GND PH REC LTG EQP HTG NTT CKT DESCRIPTION PH AMP POLE LOAD kVA A 8.80 726 1 PANEL 'A' A 200 3 16.66 B 0.50 8.60 533 3 - B - - 14.43 AMP: 600 C 10.84 533 5 - C - - 16.17 VOLTS: 208/120 A 3.40 4.75 9.85 7 PANEL ¶B' A 200 3 18.00 PHASE: 3 B 1.90 5.50 7.75 9 - B - - 15.15 WIRE: 4 c 1.20 5.00 8.05 11 - C - - 14.25 BUS TYPE: CU A 0.50 4.50 13 PANEL C' A 100 3 5.00 A.LC.: 42,000 B 4.60 15 - B - - 4.60 C 1.20 0.40 3.50 17 - C - - 5.10 M.L.O.: A 19 SPACE A MAIN CB: X B 21 - B C 23 - C FLUSH: A 25 A SURFACE: B 27 B c 29 C GND. BAR X A 31 A ISO GND B 33 B 200%NEU: c 35 C FEED THRU: A 37 A DBL LUG B 39 B TOP FEED C 41 C BTM FEED X •-� r . r. -r ..- o..•.. a. -.- rrvo.- .•oroo...... -. -. a....- ..- .•r..- . -.. -. a. • -r. -. -ar. ar.- rra.•rr. oar.- rooaar. ra w. ra. raro..w..•ao..00 oao.•..•orroo.•ao.•o. r. rr A 8.00 2 RTU -1 A 70 3 8.00 PANEL T.C.L. B 8.00 4 - B - - 8.00 LOAD (kVA) C 8.00 6 - C - - 8.00 REC 8.7 A 8.00 8 RTU -2 A 70 3 8.00 LTO 15.7 B 8.00 10 - B - - 8.00 EQP 66.5 C 8.00 12 - C - - 8.00 HTG 48.0 A 14 SPACE A KIT 18.5 B 16 - B TOTAL 157.4 c 18 - c A 20 SPACE A FEEDERT.C.L. B 22 - B LOAD (kVA) c 24 - C REC 8.7 A 26 A LTO 15.7 B 28 B EQP 66.5 c 30 C HTG 48.0 A 32 A K1T 18.5 B 34 B TOTAL 157.4 C 36 C A 38 A FEEDERDEMAND B 40 B kVA 157.8 c 42 C AMPERES 438.3 0•••••e0• ♦••0•e • ♦••• ♦0•r•• ♦00.00••00.0000•••00•• ♦• MeapleClUtel'/ljpp A 3.9 4.8 23.2 16.0 7.9 Circuit Breaker Type RECEPTACLES (1ST 10KVAr 8.7 kVA 100% 8.7 kVA B 2.4 5.5 21.0 16.0 5.3 Remarks: RECEPTACLES OVER 10KVA kVA 50% kVA C 2.4 5.4 22.4 16.0 5.3 LIGHTING 15.7 kVA 125% 19.6 kVA :;i; ::; :;:;:;: :;:; :;:;:;3:�:�:;:�:;��:;:;:�i;:�:• ;:;:; :�:;:; EQUIPMENT: 66.5 kVA 100% 66.5 kVA :! i!%.! i!:! i! i! i!. 0:1 i! i! Ji!:• i! i!:! i!!i!i!:!i!i!i!i!�!i!i!i!i!:!i BEATIIdG 48.0 kVA 100% 48.0 kVA T 8.7 15.7 66.5 48.0 18.5 KITCHEN: 18.5 kVA 65% 12.0 kVA 25% OF LARGEST MOTOR 12.0 kVA 25% 3.0 kVA TOTAL CONNECTED LOAD PER PHASE: CONNECTED: 157.4 kVA DEMAND: 157.8 kVA PHASEA: 55.7 kVA CONNECTED: 437.1 Amps DEMAND: 438.3 AmPC� PHASE B: 50.2 kVA PHASE C: 51.5 kVA PANEL 'A' LOCATION: BUILDILNG EXTERIOR LOAD DISTRIBUTION FEED FROM : MSS FEEDER 225 AMP 3P 4W + GND PH REC LTG EQP HTG KTT CRT DESCRIPTION PH AMP POLE LOAD kVA A 0.85 1 KEF -1 A 20 1 0.85 B 0.85 3 - B 20 1 0.85 AMP: 225 C 0.24 5 KEF 2 C 20 1 0.24 VOLTS: 208/120 A 7 SPARE A 20 1 PHASE: 3 B 9 SPARE B 20 1 WIRE: 4 C 11 SPARE C 20 1 BUS TYPE: CU A 1.20 13 WALK-IN COOLER EVAPORATIVE FANS (140.48) A 20 1 1.20 AS.C.: 42,000 B 15 SPARE B 20 1 C 1.50 17 WALK-IN COOLER CONDENSING UNTT (#48) C 20 1 1.50 ML.O.: X A 1.50 19 - A 20 - 1.50 MAIN CB: B 0.50 21 ROOFTOP SERV. RECEP. AND EXT. CONY. RECEP. B 20 1 0.50 C 0.20 23 SODA DISPENSER WITH ICE BIN (140.5) C 20 1 0.20 FLUSH X A 0.20 25 SODA DISPENSER WTTH ICE BIN (NO. 5) A 20 1 0.20 SURFACE: B 0.20 27 SODA DISPENSER WTTH ICE BIN (140.5) B 20 1 0.20 c 1.20 29 UNDERCOUNTER REFRIGERATOR (140.22) C 20 1 1.20 GND. BAR: A 2.10 31 STEAM JACKET (140.25) A 30 3 2.10 180 OND: B 2.10 33 - B - 2.10 200%NEU: C 2.10 35 - C - - 2.10 FEED THRU: A 2.10 37 STEAM JACKET (NO. 25) A 30 3 2.10 DEL LUG: B 2.10 39 - B - - 2.10 TOP FEED: C 2.10 41 - C - - 2.10 BTM FEED: r o. ❖aor... v......•. a .. rr ... . ❖r w♦ rr ❖a w. •• . a - .-- . - - -.- -• a -.- .....- v . a . • •. -•• . r -. -.- . -. -r • - . - ♦ . .. . ♦ . . • . •.. ...• ...... .. .. .. ... . . ..- ...a.saoaooaoaarao..orasar ♦♦• ♦•♦•• •e•ee•♦•e••• •••e• ♦•e♦•♦ •♦• •♦♦• •eee•♦e••••e••e•e••e•• •••• •e♦•e••♦•e•ee•♦ •••e• •••• •••• e••e0 •♦ A 1.33 2 MICROWAVE OVEN (140.9) A 20 1 1.33 PANEL T.C.L. B 1.33 4 MICROWAVE OVEN (140.9) B 20 1 1.33 WAD (VA) C 1.33 6 MICROWAVE OVEN (140.9) C 20 1 1.33 REC 0.5 A 1.33 8 MICROWAVE OVEN (140.9) A 20 1 1.33 LTG B 1.80 10 24" HEAT LAMP (NO. 10) (3EA UNTTS) B 20 1 1.80 EQP 282 C 1.80 12 24" HEAT LAMP (140.10) (3EA UNTTS) C 20 1 1.80 WO A 1.80 14 GRILL (140.11) A 20 1 1.80 KTT 18.5 B 1.80 16 GRILL (140.11) B 20 1 1.80 TOTAL 47.3 C 1.80 18 GRILL (140.11) C 20 1 1.80 A 1.20 20 HOT FOOD WELL (140.12) A 20 2 1.20 FEEDER T.C.L. B 1.20 22 - B - - 1.20 LOAD (kVA) C 1.20 24 HOT FOOD WELL (140.12) C 20 2 1.20 REC 0.5 A 1.20 26 - A - - 1.20 LTO B 1.00 28 WARMING DRAWER (NO. 14) B 20 1 1.00 EQP 28.2 C 1.00 30 WARMING DRAWER (140.14) C 20 1 1.00 RTC/ A 1.00 32 WARMING DRAWER (140.14) A 20 1 1.00 KIT 18.5 B 0.70 34 HEAT LAMP (140.18) B 20 1 0.70 TOTAL 47.3 C 0.85 36 TYPE 1 EXHAUST HOOD (140.19) C 20 2 0.85 A 0.85 38 - A - - 0.85 FEEDERDEMAND B 0.85 40 ROOFTOP MAKEUP-MR 9mau-1) B 20 2 0.85 kVA 41.3 C 0.85 42 - C - - 0.85 AMPERES 114.7 ••ii0•i00•i•O•' 0•••0000 ♦O•♦ ♦i0•i'DO.O•i0 •i0•Di•O �: A 8.8 7.9 Cawrt Breaker Type RECEPTACLES (1ST 10KVA): 0.5 kVA 100% 0.5 kVA B 0.5 8.6 5.3 Remarks: RECEPTACLES OVER 10KVk kVA 50% kVA C 10.8 5.3 LIGHTING kVA 125% kVA ::4:4:4+:4:+:404440: :4•:+: iiiiii EQUIPMENT: 282 kVA 100% 28.2 kVA ili�i;i;iO;i;i i; %i;i; �i �i;i;i;i;i;i i; %i;i;i;i •;i;i; %i;i; HEATING kVA 100% kVA T 0.5 28.2 18.5 KITCHEN: 18.5 kVA 65% 12.0 kVA 25% OF LARGEST MOTOR: 2.0 kVA 25% 0.5 kVA TOTAL CONNECTED LOAD PER PHASE: CONNECTED: 47.3 kVA DEMAND 41.3 kVA PHASEA: 16.7 kVA CONNECTED 131.3 Amps DEMAND: 114.7 AmPaes PHASE B: 14.4 kVA PHASE C: 16.2 kVA ABOSSEIN JNGINEERIN G L.L.0 MECHANICAL - ELECTRICAL CIVIL - LEED - STRUCTURAL FIRE PROTECTION 2100 112TH AVE. NE BELLEVUE, WA 98004 OFFICE: (425) 462 -9441 FAX: (425) 462 -9451 WEBSITE: www.abossein.com STRUCTURAL STEEL. N N D: Wednesday, June 1 FEEDER SCHEDULE SIZE 3PH. 4W. 600A (2) 3 "C. (4) 350 KCM CU THWN (1) #2 CU THWN (EGC) 200A (1) 2- 1/2 "C. (4) 3/0 CU THWN (1) #6 CU THWN (EGC) 150A (1) 2 "C 4 1/0 CU THWN 1 #6 CU THWN (EGC) 4 #1 CU THWN 1 2" . A (1) C 1 (1) #6 CU THWN (EGC) 100A (1) 1- 1/2 "C. (4) #2 CU THWN (1) #8 CU THWN (EGC) 90A (1) 1- 1/4 "C. (4) #3 CU THWN S1 #8 CU THWN (EGC) 80A (1) 1 -1 /4 "C. l4) #4 CU THWN (1) #8 CU THWN (EGC) 70A (1) 1 -1 /4 °C, (4) #4 CU THWN (1) #8 CU THWN (EGC) 60A (t) 1 "C. (4) #6 CU THWN (1) #10 CU THWN (EGC) 50A (1) 1 "C. (4) #8 CU THWN (1) • #1 0 CU THWN (EGC) 40A (1) 1 "C. (4) #8 CU THWN (1) #10 CU THWN (EGC) 30A (1) 3/4 "C. (4) #10 CU THWN (1) #10 CU THWN (EGC) METER (1) 1 -1 /4 "C, (9) #12 CU THWN (1) #10 CU THWN (EGC) EXOTHERMETIC WELD PLASTIC, BUSHING CU GROUND GROUND I BAR CU GROUND PLASTIC, BUSHING GROUND I BAR BONDING JUMPER (TYPICAL) GROUND \ BAR PLASTIC BUSHING - NEUTRAL NEUTRAL NEUTRAL NEUTRAL BAR NEUTRAL BAR NEUTRAL BAR MAIN BONDING JUMPER - PROVIDE AT FACTORY OR CU LIGHTING OR POWER PANELBOARD CABINET (208 VOLT) LIGHTING OR POWER PANELBOARD CABINET (208 VOLT) SCHEDULE 40 PVC - INCOMING NEUTRAL/ GROUND CONDUCTOR BONDING BUSHING SERVICE ENTRANCE CONDUIT n-j- (208 VOLT) PANELBOARD COPPER GROUND TO GROUND MAIN WATER LINE BARE COPPER CONDUCTER 1/2" IN DIA. ENCASED IN CONCRETE PER NEC 250.52 0 0 T LAYOUT NAME: 1047 \21 1047_ E5.0. d wg N LJ REVDATE: FILE NOTE: 2" MIN. CONDUIT SIZING BASED ON METAL CONDUIT. IF PVC IS ALLOWED AND USED, SIZE THE CONDUIT UP ONE SIZE, EXCEPT FOR 4" WHICH MAY REMAIN. SECONDARY FEEDERS FROM THE UTILITY TRANSFORMER OVERHEAD TO THE MAIN DISTRIBUTION, DO NOT REQUIRE THE EQUIPMENT GROUND CONDUCTOR NOTED IN THE ABOVE CHART. ALL CIRCUITS LESS THAN 30A TO BE #12 THHN STRANDED U.O.N. (NOT INCLUDING LOW- VOLTAGE CONTROL WIRING) APPROVED COPPER GROUND GROUND CLAMP TO BUILDING (TYPICAL) STEEL GROUND JUMPER WATER METER i BUILDING MAIN COPPER COLD WATER APPROVED GROUND CLAMP �i� LINE CONNECT PER NEC 250-52 1I. 3/4" x 10' GROUND ROD CONNECT PER NEC 250 -52 PANEL 'B' LOCATION: BUILDING EXTERIOR LOAD DISTRIBUTION FEED FROM : MSB • FEEDER 225 AMP 3P 4W + GND PH REC LTG EQP HT() KIT CKT DESCRIPTION PH AMP POLE LOADkVA A 1.50 1 KITCHEN LIGHTING A 20 1 1.50 B 1.50 3 KITCHEN LIGHTING B 20 1 1.50 AMP: 225 C 1.50 5 DINING LIGHTING C 20 1 1.50 VOLTS: 208/120 A 1.50 7 DINING LIGHTING A 20 2 1.50 PHASE: 3 B 1.50 9 DINING LIGHTING B - - 1.50 WIRE: 4 c 1.00 11 INTERIOR ORDER MENU C 20 1 1.00 BUS TYPE: CU A 1.00 13 INTERIORORDERMENU A 20 1 1.00 A.LC.: 42,000 B 1.50 15 EXTERIOR BUILDING LIGHTING B 20 1 1.50 C 1.50 17 EXTERIORBUII.DINGLIGHTING C 20 1 1.50 M.L.O.: X A 0.75 19 NIGHT LIGHTS A 20 1 0.75 MAIN CB: B 1.20 21 1-DOOR FREEZER (140.27) B 20 1 1.20 C 1.20 23 1 -DOOR FREEZER (140.27) C 20 1 1.20 FLUSH X A 1.20 25 1 -DOOR FREEZER (140.27) A 20 1 1.20 SURFACE: B 0.25 27 (}AS WATER HEATER (140.42) dt RBSTRM GFCI REC. B 20 1 0.25 C 0.20 29 BATHROOM LIGHTING C 20 1 0.20 GND. BAR: A 0.80 31 BATHROOM EXHAUST FAN A 20 1 0.80 ISO GND: B 1.50 33 WOMEN'S BATHROOM HAND DRYER (GFC1) B 20 1 1.50 200%NEU: C 1.50 35 MEN'S BATHROOM HAND DRYER (GFCI) C 20 1 1.50 FEED THRU: A 0.85 37 ICE MACHINE (140.40) A 20 1 0.85 DBL LUG: B 0.85 39 - B 20 1 0.85 TOP FEED c 41 C 20 1 BTM FEED .... ............................... r... rrr .. oroa. o. r.... r..... ..- .- ro.- ro.- ao ................ r.. e. ............................... ooraa. 000ro.. oo arorroorar000.. ooa000 e• Oi •♦•e•0♦••♦•••♦♦e♦•♦♦e♦••�e•e•e •♦•♦•• •• e•♦ e••♦• e♦••e•♦•♦♦• •e♦♦••♦e♦•♦•••♦♦•••♦♦•••♦••••♦♦ ♦••• •♦•••♦e••• ♦♦♦•e••♦••ee♦••••••♦• ... ..................................................... ............................... ... ............................... A 0.70 2 LETTUCE SLICER (NO. 29) A 20 1 0.70 PANEL T.C.L. B 0.40 4 CHEESE SHREDDER (NO. 30) B 20 1 0.40 LOAD (kVA) C 1.80 6 COFFEE MAKER/WARMER (140.35) C 20 1 1.80 REC 6.5 A 1.80 8 ICE TEA DISPENSER (140.36) A 20 1 1.80 LTG 15.3 B 1.00 10 EXTERIOR MENU BOARD B 20 1 1.00 EQP 25.7 C 1.00 12 EXTERIORMENUBOARD C 20 1 1.00 HTG A 2.25 14 INSTA HOT A 30 2 2.25 K1T B 2.25 16 - B - - 2.25 TOTAL 47.4 C 2.25 18 INSTA HOT C 30 2 2.25 A 2.25 20 - A - - 2.25 FEEDER T.C.L. B 22 SPARE B 20 1 LOAD (kVA) C 24 SPARE C 20 1 REC 6.5 A 1.90 26 O?RAtKTTCHENGFCI A 20 1 1.90 LTO 15.3 B 1.90 28 GENERAL KITCHEN OFCI AND GAS FRYERS B 20 1 1.90 EQP 25.7 C 1.00 30 GENERAL DINING RECEPTACLES C 20 1 1.00 HTG A 1.50 32 OFFICE RECEPTACLES AND LIGHTING A 20 1 1.50 K1T B 1.30 34 COMPRESSOR (140.13) B 20 1 1.30 TOTAL 47.4 C 1.30 36 COMPRESSOR (140.13) C 20 1 1.30 A 38 A 20 1 FEEDER DEMAND B 40 B 20 1 kVA 51.3 C 42 C 20 1 AMPERES 142.4 • ❖•• X00 ❖•Od0 ❖•0••e•0••0e0.0••0••e•00• •••e•••0•• MB�Cdll�fj�pp; A 3.4 4.8 9.9 Circuit Breaker CPC RECEPTACLE3 (1ST 10KVA) 6.5 kVA 100% 6.5 kVA B 1.9 5.5 7.8 11.011111113: RECEPTACLES OVER 1OKVA kVA 50% kVA C 1.2 5.0 8.1 LIGHTING 15.3 kVA 125% 19.1 kVA i;:;% :O;i;:;e;: ; i;: �i;:: ��;: ; :;:;:�:;� :;:;%i;:O�;:�i;:; :� :; EQUIPMENT: 25.7 kVA 100% 25.7 kVA •;e;e e: ❖i ❖i•:yi •••••••••••••••••••••• •••••••44444,••••• ;;;•O;e•O;e;•e�•;e;e;e; eye;•; e; a;e;e�!;Oi;•;•�•;•;•;;•;•;•;O•; HEATING kVA 100% kVA T 6.5 15.3 25.7 KITCHEN: kVA 65% kVA 25% OF LARGEST MOTOR: 0.2 kVA 25% 0.1 kVA TOTAL CONNECTED LOAD PER PHASE: CONNECTED: 47.4 kVA DEMAND: 51.3 kVA PHASEA: 18.0 kVA CONNECTED: 131.7 A+� DEMAND: 142.4 "Pe+� PHASE B: 15.2 kVA PHASE C: 14.3 kVA PANEL 'C' SUB -FEED (ISOLATED GROUND) LOCATION: BUILDING EXTERIOR LOAD DISTRIBUTION FEED FROM : MSB FEEDER 100 AMP 3P 4W + GND PH REC LTO EQP HTO ICIT CKT DESCRIPTION PH AMP POLE LOAD kVA A 1.00 1 CASH REGISTER (NO. 2) A 20 1 1.00 B 1.00 3 CASHREOISTER(NO.2) B 20 1 1.00 AMP: 100 c 1.00 5 CASHREOISTER(NO.2) C 20 1 1.00 VOLTS: 208/120 A 1.00 7 CASHREGISTER(NO.2) A 20 1 1.00 PHASE: 3 B 1.00 9 CRT (140.4) B 20 1 1.00 WIRE: 4 C 1.00 11 CRT(NO.4) C 20 1 1.00 BUSTYPE: CU A 1.00 13 CRT(NO.4) A 20 1 1.00 A.LC.: 42,000 B 1.00 15 MONITOR B 20 1 1.00 C 1.20 17 PHONE BOARD POWER C 20 1 1.20 M.L.O.: X A 0.50 19 INTERCOM SYSTEM A 20 1 0.50 MAIN CB: B 21 B 20 1 C 23 C 20 1 FLUSH: X A 25 A 20 1 SURFACE: B 27 B 20 1 C 29 C 20 1 GND. BAR X A 31 A 20 1 ISO OND: X B 33 B 20 1 200%NEU: C 35 C 20 1 FEED THRU: A 37 A 20 1 DBLLUG: B 39 B 20 1 TOP FEED: 41 C 20 1 BTMFEBD: ;.,,.; ,.,,,.,;.y „•. ♦.,;. r o. • � 0000a.•rr000avooroo :.. aoroa.. ooa00000roo .•0000000.•ooaoa0000ro. � . ra�oaoaoo.. oraa►.- aorrraoo.: rroo.wa00000.•aor0000. A 0.50 2 CASHDRAWER(N0.3) A 20 1 0.50 PANEL T.C.L. B 0.50 4 CASHDRAWER(NO.3) B 20 1 0.50 LOAD (kVA) C 0.50 6 CASHDRAWER(NO.3) C 20 1 0.50 REC 1.7 A 0.50 8 CASHDRAWER(NO.3) A 20 1 0.50 LTG 0.4 B 0.10 10 TRuffiR(No.'13a) B 20 1 0.10 EQP 12.6 C 0.40 12 I()' CcfIM�'� 1;��.C��[.:.� ��iL. 3i;1; +Y(�7�Yr�'��;� C 20 1 0.40 HTG A 0.50 14 OFFICECOMPUTERCIRC[ITT A 20 1 0.50 KTT B 1.00 16 DINNING ROOM TV B 20 1 , 1.00 TOTAL 14.7 C 1.00 18 DINNING ROOM TV C 20 1 1.00 A 20 A 20 1 FEEDERT.C.L. B 22 B 20 1 LOAD (kVA) C 24 C 20 1 EEC 1.7 A 26 A 20 1 LTO 0.4 B 28 B 20 1 EQP 12.6 C 30 C 20 1 HTG A 32 A 20 1 KIT B 34 B 20 1 TOTAL 14.7 C 36 C 20 1 A 38 A 20 1 FEEDERDEMAND B 40 B 20 1 kVA 14.8 C 42 C 20 1 AMPERES 41.1 A 0.5 4.5 Circuit Breaker Type: . RECEPTACLES (1ST IOKVA): 1.7 kVA 100% 1.7 kVA B 4.6 Remarks: RECEPTACLES OVER 1OKVA: kVA 50% kVA C 1.2 0.4 3.5 LIGHTING: 0.4 kVA 125% 0.5 kVA • i♦ iiiiiii 'iiiiii'•iiiii'iiiiii'iiiiiii EQUIPMENT: 12.6 kVA 100% 12.6 kVA �il ititi! i! i! i! ! i! i!l iil i! i! i!li!i!i!iSili!i!ilililiii;i;i HEATING kVA 100% kVA T 1.7 0.4 12.6 KITCHEN: kVA 65% kVA 25% OF LARGEST MOTOR kVA 25% kVA TOTAL CONNECTED LOAD PER PHASE: CONNECTED: 14.7 kVA DEMAND 14.8 kVA PHASE A: 5.0 kVA CONNECTED: 40.8 Amps DEMAND 41.1 Ampetea PHASE B: 4.6 kVA PHASE C: 5.1 kVA • Revisions: PERMIT SET 6/14/11 NOTE: n CONNECT UNBROKEN GROUNDING ELECTRODE TO THE MAIN COPPER WATER PIPE WITH SUPPLEMENTAL GROUNDING ELECTRODE AS SHOWN. GROUNDING SYSTEM SHALL COMPLY WITH THE NATIONAL ELECTRIC CODE ARTICLE 250. Job No.: 211047 D •�' e: 05/23/2011 A TYPICAL BONDING AND GROUNDING DETAIL E5.0 j NOT TO SCALE RECEIVED JUN 16 2011 PERMIT CENTER 11111111 IMOI II N Wednesday, June 1 0_ LAYOUT NAM 047 \21 1047_E6.0.dwg SECTION 16000 ELECTRICAL SPECIFICATIONS GENERAL, 1. GENERAL CONDITIONS: A. The General Conditions, Supplementary Conditions and Special Conditions are a part of this contract and apply to this section as fully as if repeated herein. 2. SCOPE: A. This section of specifications includes, but is not limited to: B. All labor, tools, appliances, materials and equipment required to furnish and install the complete installation shown on the drawings for this section of the work and /or in the following specifications, including that which is reasonably inferred. 3. CODES AND REGULATIONS: A. All work and materials shall be in accordance with applicable requirements of public authorities having jurisdiction and utilities furnishing services. B. Codes governing this work include but are not limited to the latest approved edition of the following: National Fire Protection Association's National Electrical Code (NEC). Occupational Safety and Health Act (OSHA). Local Ordinances and Regulations. 4. STANDARDS: A. Electrical material and equipment shall have been tested and listed or labeled as conforming to approved published standards by Underwriters Laboratories where such listing or labeling service is available for the class of materials or equipment. Where applicable, listing or labeling shall apply to the complete assembled equipment and not to the components alone. 5. SUBMITTALS: A. Three copies of materials list, shop drawings and data sheets shall be submitted to Architect & /or Construction Manager for review. Submittals shall be made and favorable review secured before material and equipment is installed. B. Materials list shall include fixtures, switchgear, panels, devices, wireways, disconnects, lamps and all other specified or unspecified standard cataloged materials to be used. The list shall include manufacturer, type and such other descriptive data as may be required to determine the acceptability of each item. C. Shop drawings and data sheets for equipment and systems shall be submitted where required in the specification for those items. Include information on each component, wiring diagrams, layouts, dimensions and sufficient other data to establish compliance with the specifications and acceptability of the equipment or system. 6. PERMITS AND DRAWINGS: A. Permits and inspections shall be by the Electrical Contractor. 7. AS -BUILT DRAWINGS: A. On a set of contract drawings, kept at the site during construction, mark all work that is installed differently from that shown, including any revised circuitry, material or, equipment. Upon conclusion of work, deliver to Owner's Rep. Construction Manager a set of signed and dated "as- built" drawings. 8. GUARANTEE: A. All work shall be guaranteed for a minimum period of one year from the date of acceptance by the Owner. The guarantee period for certain items shall be longer, as indicated in the specification for those items. B. Should any malfunction develop during the guarantee time period due to defective material, faulty workmanship, or non - compliance with plans, specifications, codes or directions of the Owner, Architect, Engineer or Inspector, the Contractor shall furnish all necessary labor and materials to correct the malfunction with- out additional charges. PRODUCTS 1. DRY TYPE TRANSFORMERS: A. Dry Type transformers shall be convection air cooled insulated winding type, constructed so that all applicable standards are met or exceeded (i.e. vent openings, corrosion resistance, cable bending space, ground provisions, sound levels and surface and temperature rise). Acceptable manufacturers will be: Square D, Siemens, General Electric, Cutler Hammer or approved equal. B. Transformers shall be provided with: (6) 2 1/2 taps (four FCBN and two FCAN), Class H insulation for 115C degree C. temp rise, ventilated sheet metal enclosure, mounting rails and rubber vibration isolator between core and coil. C. Coils shall be insulated with thermosetting varnish in accordance with NEMA ST20 standards for 200 degree C. insulation system as recognized by Underwriter's Labotatories. Transformer shall be wound for 480 volt, 3 phase, 3 wire delta primary and 208/120 volt, 3 phase, 4 wire wye secondary. Transformer shall be designed for operation at 60 Hertz and sound levels shall not exceed 60 decibels. D. 3. PANELBOARDS: A. Panelboards shall be factory assembled circuit breaker type. The number of poles, type, voltage and ampere ratings shall be as indicated on the drawings. Bussing shall be aluminum or copper (see panel schedules). B. Neutral wires shall be connected to a common neutral bus with binding screws or lugs. The neutral bus shall be insulated from the cabinet. Ground wires shall be connected to a common equipment ground bus with binding screws or lugs. The ground bus shall be bonded to the cabinet. C. Cabinets shall be flush mounted. Cabinets shall be constructed of galvanized steel conforming to UL and NEC standards. D. Fronts of cabinets shall be not less than 12 gauge steel fastened with screws in countersunk washers, or with approved concealed spring clamps. Cabinet fronts shall have hinged lockable doors with milled keys (all panels shall be keyed alike) and circuit schedule holders with clear plastic windows. Provide typewritten schedules in holders and submit copies for record purposes. Doors shall be fastened to trim with full length flush hinges. Panel fronts shall be shop painted with 2 coats of primer and a finish coat of gray enamel. E. Special panelboard construction or features shall be as shown on drawings. For circuit breakers, contactors and other equipment to be included as an assembled part of the panelboard, refer to the paragraph where those items are specified. F. All conductor terminals and equipment enclosures shall be U.L. listed for use with minimum 75° C. rated conductors. G. Panelboard directory for each panel shall be neatly typed indicating actural load for each branch circuit. H. Provide signage for all panelboards Sc switchboards warning qualified persons of potential flash hazard as required in N.E.C. 110 4. CIRCUIT BREAKERS: A. Circuit breakers shall be by the same manufacturer that furnishes the main service equipment and panelboards. B. Breakers shall be molded case bolt -on type. Clamp -on, push -on, or plug -in types are not acceptable Removable handle ties and dual, quad or tandem breakers are not acceptable. Mounting hardware, accessories, faceplates and enclosures shall be provided as necessary for the intended use. C Short circuit interrupting capacity shall be as indicated on the plans and shall in no case be less than 10,000 rms symmetrical amps at the applied voltage. 5. DISCONNECT SWITCHES: A. Switches shall be by Square -D, Cutler Hammer, or equivalent. B. Switches and enclosures shall be general duty. They shall be externally operated, quick -make, blade type, of numbers of poles and rating indicated or required. C. Enclosures shall be NEMA I for dry, interior locations and NEMA 3R for damp, wet or exterior locations. Finish shall be ANSI 61. Covers shall have a defeatable interlock. Operating handles shall be padlockable. D. Short circuit withstand ratings shall be 200,000 rms symmetrical amps. E. Switches shall accept fuses of the rating and UL or NEMA class indicated. F. Submit data sheets of the disconnect switches as required under "Submittals ". G. All conductor terminals and equipment enclosures shall be U.L. listed for use with minimum 75° C. rated conductors. 6. MANUAL MOTOR STARTERS: A. Where shown on the plans, fractional horsepower motors shall toggle type manual starters with thermal overload protection in each phase. Where the motor is out of sight of the switch provide a pilot light in the cover to indicate switch is closed. B. Submit data on starters as required under "Submittals ". 7. SNAP SWITCHES: A. AC general use snap switches shall be toggle handle, quiet operating, premium or heavy duty specification grade, UL listed and verified to meet Federal Specification W -S -896 -d and NEMA heavy duty tests. Color shall be white. B. All switches shall be rated 120/277 volts. For the 20 amp size, HP ratings shall be 1 for 120V and 2 for 240V. C. Switches shall be as listed below: 1. 20A SPST - Hubbell 1221, Leviton 1221 or P & S 521 D. Switches required but not listed shall have equivalent quality as those listed above. 8. RECEPTACLE OUTLETS: A. Receptacle outlets shall be standard NEMA configuration, grounding type. B. General convenience outlets shall be 20 amp, 125 volt, 2 pole, 3 wire grounding. Outlets shall be UL listed and verified to meet Federal Specification W -C -596 -c and NEMA heavy duty performance tests. C. Convenience outlet fronts shall be white. Color shall be brown on wood paneled walls. Confirm color with architect. . Outlets shall be as listed below: (numbers do not include color designation or options). 20A Convenience - Hubbell 5352, Leviton 5362, or P & S 5362 E. Special outlets, not listed above, shall be standard NEMA configuration for the application shown and shall be of equivalent grade and quality to those listed above. An approved cord cap or plug shall be furnished with each receptacle outlet except general convenience type. Plug shall be of the same grade, quality and manufacturer as the outlet. 9. DEVICE & BOX COVER PLATES: A. Provide a plate for each outlet, receptacle, switch, device and box. . Plates for flush interior general use shall be white plastic. Color shall be brown on wood paneled walls. Confirm plate colors with architect prior to ordering. C. All plates for exterior use shall be listed and labeled "Suitable for Wet Location while in Use ". D. Ganged devices shall have gang plates exactly matching the arrangement and quantity of devices. E. Special plates, engraving or application shall be as indicated on the drawings or otherwise specified. 10. OUTLET AND JUNCTION BOXES: A. The size of each outlet or junction box shall be determined by the number and sizes of wires and conduits entering the box, per NEC, but shall be not less than 4 -inch square and 1 -1/2 inches deep unless otherwise noted. B. Outlet and junction boxes for interior use shall be galvanized, one -piece pressed or welded steel, knockout type, except where other types of boxes are indicated or specified. In masonry or concrete construction waterproof boxes manufactured for that purpose shall be used. Plastic, fiber or composition boxes will not be permitted. C. Outlet and junction boxes for surface exterior use shall be cast boxes, Crouse -Hinds FS type, or approved equivalent. 11. CONDUITS AND FITTINGS: A. Standard weight rigid metal conduit shall be hot dipped galvanized, All fittings shall be of the screw thread type. Couplings, locknuts, bushings, etc., shall be hot dipped galvanized. B. Electrical metallic tubing (EMT) shall be galvanized. Couplings and connectors shall be galvanized. Fittings shall be compression type with gland sealing rings or set screw type. C. Flexible conduit shall be galvanized steel or aluminum. Where used in damp or wet locations flexible conduit shall be of the liquid -tight type with outer neoprene jacket and suitable liquid -tight fittings. D. Rigid non - metallic conduit shall be PVC Schedule 40, U.L. approved. All couplings, fittings, solvent cement, etc., 12. WIRE AND CABLE: A. Wire and cable for use on systems of 50 volts to 600 volts shall be 600 volt rated type THW or THHN for branch circuits. Feeders shall be THHN or THWN (see riser). B. Wire and cable for use on systems of below 50 volts shall be 300 volt PVC insulated and suitable for the class of wiring except as otherwise indicated or specified. C. All conductors shall be copper. 13. LIGHTING FIXTURES AND LAMPS: A. Fixtures shall be complete with all required accessories and equipment, including lamps, necessary for a complete installation. Contractor shall receive, unpack, assemble and install fixtures indicated as being furnished by others. B. Fluorescent ballasts shall be CBM, ETL approved, high power factor "P" rated with a sound rating of "A ". Ballasts for interior use shall be high frequency electronic type with a THD of less than 20 %. Fixtures shall comply with local lighting codes. C. 4' fluorescent lamps shall be T5 type by Phillips, GE or Sylvania, color shall be 3000K. All A -type lamps shall be 130 volt. . D. Verify the ceiling or wall construction, voltage and the mounting requirements of each fixture and provide plaster frames, special flanges, concrete pour housings, boxes, brackets, adapters, hangers, stems, canopys, special ballasts or lenses . and other materials necessary to properly purchase and mount the fixture. E.. Submit shop drawings on all fixtures as required under Submittals ". "Shop Drawings may be catalog data sheets if complete information including mounting hardware is shown and identified. Shop drawings shall include mounting details and show compatibility with the ceiling or other equipment. 14. NAMEPLATES AND LABELS: A. Nameplates shall be provided for circuit breakers in the main switchboard, switches, and to identify each panelboard and similar items which are furnished or installed under this section. B. Nameplates shall be engraved laminated plastic with characters cut through the black top layer to white layer below. 15. PHOTO ELECTRIC SWITCHES: A. Photo electric switches and photo controllers shall be Honeywell. Type of mounting, poles, voltage, wattage rating and arrangement shall be as shown on plans. B. Submit shop drawings as required under "Submittals ". Catalog sheets will be adequate if all information is shown. 16. TIME SWITCHES: A. Time switches shall be Intermatic or Tork. Type of mounting, poles, voltage, ampacity and arrangement shall be as shown on drawings or required by conditions. Time switches controlling lighting shall have battery backup and any other features shown on the plans or required for proper operation. B. Enclosures shall be NEMA I for interior dry locations. 17. MAGNETIC MOTOR STARTERS: A. Motor starters shall be horsepower rated non - reversing, full voltage of type required by motor with overload thermal protection. B. Submit shop drawings as required under "Submittals ". 18. RELAYS: A. Relays for motor control shall be heavy -duty industrial type, magnetically held, with both normally open and closed contacts. B. Submit shop drawings as required under "Submittals ". EXECUTION 1. INSTALLATION AND CONNECTION OF ELECTRICAL EQUIPMENT: A. Equipment furnished by others shall be completely connected to the electrical system except as noted on the drawings. All fuses, breakers and disconnects shall be provided as necessary for proper protection. Provide all flexible conduit, boxes, fittings, receptacles, cords, plugs and other material required for proper installation. Refer to manufacturer's directions where applicable. 2. WORK ON HVAC AND PLUMBING SYSTEMS: A. Complete power circuits, including breakers, switches, disconnects, wire and conduit, outlets and connections to HVAC and plumbing equipment shall be provided under this section. B. Starters and controllers shall be provided under this section except where part of a package unit or panel specified in Division 15. C. HVAC and plumbing control and interlock wiring regardless of voltage, and conduits for same, will be wired and connected under this section. 3. INSTALLATION OF CONDUIT: A. Standard weight rigid metal conduit shall be used where exposed to the weather, placed underground below concrete slab, in concrete or masonry construction in contact with earth, and where shown on the plans. B. Galvanized steel electrical metallic tubing shall be used in above ground, interior, dry locations protected from weather and physical damage, and may be used in concrete or masonry construction not in contact with earth. C. Flexible metallic conduit shall be used where shown on the plans and to connect conduit systems to motors, direct wired and vibrating equipment and as a final connection to lighting fixtures (6' max) in accessible ceilings. It may be used as a wiring system instead of EMT in interior walls only (dry frame or stud construction). D. Liquidtight flexible metal conduit shall be used for final electrical connections to roof top or other equipment exposed to the enviornment. E. Rigid non- metallic conduit may be used for all underslab or underground work in place of standard weight rigid metal and where specifically specified. All runs of rigid non - metallic conduit shall contain a separate green ground wire adequately sized for service intended. Where required to continue above slab, stub non- metallic conduit 6" above slab then make proper transition to metal conduit. F. All rigid steel conduit installed in the ground shall be wrapped with Hunt's Process No. 3, PVC coated or encased in 3" concrete on all sides. G. The minimum sizes of conduit shall be code size for the number and size of conductors, unless a larger size is shown, in which case such larger size shall be used. H. All final connections to motors shall be flexible metal conduit and as shown on drawings. I. Where portions of raceways or sleeves enter areas such as cold storage or where passing from the interior to the exterior of a building, the raceway or sleeve shall be filled with an approved material to prevent the circulation of warm air to a cooler section of the raceway or sleeve. 4. INSTALLATION AND CONNECTION OF WIRING: A. No Romex cable will be permitted on this project. All wiring shall be installed in conduit, wireways, or gutters, except where other raceway systems or methods are specifically shown. B. Clean out and dry all conduit and wireways before pulling any wires. Use no lubricant except as recommended by the wire or cable manufacturer. C. Make all connections and splices necessary to properly complete the electrical wiring. Connections and splices shall be made only in pull, junction or outlet boxes, or in switchboards, wireways or panels having sufficient code sized gutter space. Connections and splices in wires smaller than No. 6 AWG shall be made with spring type connectors, and in wires No. 6 AWG and larger shall be made with compression, vise type, or split bolt solderless connectors, insulated and taped. 5. TELEPHONE SYSTEM: A. Furnish and install complete conduit and terminal system for telephone services as indicated on drawings. B. Install a 1/8-inch polyethylene pull -in wire in each conduit run. C. Telephone wall outlets shall be 4-11/16 inch square by 2-1/8 inch deep metal boxes, with plaster ring and single bushed outlet flush telephone plate. D. Furnish and install 3/4 -inch conduit from the' telephone equipment room main telephone backboard to nearest accessible cold water ground. *This conduit should be terminated in such a manner that access to grounding device may be had at any time in the future. * -Per NEC 250 & NEC 800 6. GROUNDING: A. Make good mechanical and electrical contact at all poles, panelboards, switchboards, outlet boxes, junction boxes, and wherever the conduit run is connected. Permanently and effectively ground all conduit, fixtures, motors and other equipment as required by all applicable codes, regulations and standards. NEC 250 7. CLEANING AND PROTECTION OF PRODUCTS AND PREMISES: A. At frequent intervals during the time of construction, the Contractor shall clean up after his work and remove his debris from the premises, leaving the building and grounds clean to the Owner's satisfaction. B. The Contractor shall take all necessary precautions to protect all materials, equipment and property, whether electrical or not, from damage as a result of his work. 8. CHECKING AND TESTING OF EQUIPMENT AND SYSTEMS: A. Panels, disconnects, starters and other equipment installed under this section shall be inspected for defects and tested for proper operation. B. Systems shall be tested for short circuits, open circuits and wrong connections and shall be free from mechanical and electrical defects. Circuits shall be tested for proper neutral and ground connections. 9. TEMPORARY CONSTRUCTION POWER & TELEPHONE: A. Electrical Contractor shall provide all labor, cost and materials required for installation and maintenance of temporary construction power and telephone. Construction power shall be minimum of 100A, 120/208V /1 phase, 4W, with provisions for one 50A, 208V, 2P, 4W grounding receptacle and four 120V, 20A, 1P receptacles. 10. SUBSTITUTIONS: A. Alternative manufacturer's will be considered for electrical devices, switches, outlets, etc. not provided by owner. B. Catalogs, data sheets or shop drawings shall be submitted to the construction manager for all alternative manufactured equipment as required under "Submittals ". ABOSSEIN JN GINEE]RING L.L.0 MECHANICAL - ELECTRICAL CIVIL - LEED - STRUCTURAL FIRE PROTECTION 2100 112TH AVE. NE BELLEVUE, WA 98004 OFFICE: (425) 462 -9441 FAX: (425) 462 -9451 EMAIL: CService@abossein.com WEBSITE: www.abossein.com Cr TUKWILA, WASHINGTON 15037 TUKWILA INTERNATI SPECIFICATIONS Revisions: . PERMIT SET 6/14/11 n A / \ Job No.: 211047 RECEIVED JUN 162011 PERMIT CENTER Date: 05/23/2011 E6.0 (6 OF 6) E 6 Wednesday, June 15, 2 0 J LAYOUT NAM 0 NI O N n 0 O N L w a PLUMBING GENERAL NOTES 1. COMPLETE INSTALLATION OF THE MECHANICAL SYSTEM SHALL BE PER THE STATE OF WASHINGTON BUILDING, MECHANICAL ENERGY, FIRE, PLUMBING AND HEALTH CODES AND REGULATIONS AS ADOPTED BY LOCAL JURISDICTIONS. 2. ALL EQUIPMENT /FIXTURES SHALL BE THE CAPACITY AND TYPES AS SHOWN ON THE PLUMBING SCHEDULE AND SHALL BE THE LISTED MANUFACTURER AND MODEL NUMBER OR SHALL BE AN EQUAL APPROVED BY THE OWNER /ENGINEER. 3. THE CONTRACTOR SHALL SUBMIT MINIMUM OF SIX COPIES OF EQUIPMENT /FIXTURE SUBMITTALS FOR APPROVAL. 4. CONTRACTOR IS TO BRING UP THE DISCREPANCIES AND ITEMS WHICH ARE NOT SPECIFICALLY CALLED FOR OR SHOWN BUT ARE REQUIRED FOR A COMPLETE MECHANICAL SYSTEM AND AFFECT HIS CONTRACT PRIOR TO ENTERING AND SIGNING THE CONTRACT; AFTER AWARDING THE CONTRACT ALL SUCH ITEMS REQUIRED FOR A COMPLETE SYSTEM READY FOR THE OWNER'S BENEFICIAL USE SHALL BE FURNISHED AND INSTALLED INCLUDING ALL SUCH DISCREPANCY ITEMS MENTIONED ABOVE, AT NO ADDITIONAL COST TO THE OWNER AND PER LOCAL CODES. MANUFACTURER'S RECOMMENDATIONS AND APPLICABLE STANDARDS WITH THE ARCHITECT /ENGINEER'S APPROVAL. 5. ALL EQUIPMENT /FIXTURES SUPPLIED FOR THESE SPECIFICATIONS SHALL BE FREE FROM DEFECTS IN MATERIAL, WORKMANSHIP, AND TITLE, AND SHALL BE OF THE KIND AND QUALITY DESCRIBED HEREIN. IF IT APPEARS WITHIN ONE YEAR FROM DATE OF FINAL ACCEPTANCE THAT EQUIPMENT DOES NOT MEET THE WARRANTIES ABOVE, THE CONTRACTOR SHALL IMMEDIATELY CORRECT ANY DEFECT AND SHALL RESTORE THE SYSTEM TO THE ORIGINAL SATISFACTORY CONDITIONS AT HIS EXPENSE. THE FOREGOING WARRANTY IS EXCLUSIVE AND IN LIEU OF OTHER WARRANTIES, WHETHER WRITTEN, ORAL, IMPLIED OR STATUTORY. NO WARRANTY OF MERCHANT ABILITY OF FITNESS FOR PURPOSE SHALL APPLY. (THE WARRANTY SHALL START FROM THE TIME OF ARCHITECT /ENGINEER'S FINAL ACCEPTANCE.) 6. ENTIRE INSTALLATION OF ALL EQUIPMENT, FIXTURES, PIPING, PLUMBING AND RELATED ACCESSORIES SHALL BE PER BASIC OWNERS' STANDARDS. MECHANICAL CONTRACTOR IS TO FAMILIARIZE HIMSELF WITH THESE STANDARDS. 7. COORDINATE WITH THE STRUCTURAL ENGINEER TO PROVIDE STRUCTURAL SUPPORT FOR ALL EQUIPMENT. 8. COORDINATE THE CONSTRUCTION SCHEDULE WITH THE ARCHITECT AND PERFORM ALL REQUIRED WORK IN STRICT ACCORDANCE WITH THE OWNER'S SCHEDULE. 9. PLUMBING CONTRACTOR SHALL PAY FOR AND OBTAIN ALL REQUIRED PERMITS AND CERTIFICATES REQUIRED BY THE AUTHORITIES HAVING JURISDICTION. 10. ADJUST ALL EQUIPMENT AND PERFORM A COMPLETE WATER - BALANCING AND PUT ALL PLUMBING SYSTEMS IN OPERATION. 11. AIR - CONDITIONING UNIT COIL WITHOUT INTERNAL TRAP SHALL HAVE A P -TRAP (3" MIN. SEAL) FOR THE CONDENSATE PAN. DISCHARGE CONDENSATE DRAIN TO ROOF DRAIN. 12. PLUMBING CONTRACTOR SHALL VISIT THE SITE TO DETERMINE THE EXACT IMPACT OF THE NEW CONSTRUCTION FOR THE PLUMBING SYSTEM AND SHALL INCLUDE IN HIS BID ALL THE WORK WHICH MIGHT NOT BE SPECIFICALLY MENTIONED BUT ARE REQUIRED FOR A COMPLETE PLUMBING SYSTEM READY FOR OWNER'S BENEFICIAL USE. 13. COLD WATER LINES WITH OVER 70 -80 PSIG PRESSURES REQUIRE PRESSURE REDUCING VALVE AND STRAINER. 14. SCOPE OF WORK: THE CONTRACTOR SHALL INCLUDE IN HIS BID ALL THE COST RELATED TO INSTALLING NEW PIPING TO ALL NEW FIXTURES AS SHOWN AND AS REQUIRED BY THE UNIFORM PLUMBING CODE AND THE LOCAL JURISDICTIONS. ALL PLUMBING SYSTEM (PIPING, FIXTURES, EQUIPMENT, ETC.) INSIDE THE BUILDING SHALL BE NEW AND CONNECT TO NEW SANITARY AND NEW WATER PIPES OUTSIDE THE BUILDING. THE CONTRACTOR SHALL INCLUDE IN HIS BID ALL THE COST RELATED TO INVESTIGATING THE ROUTING OF SITE UTILITY PIPES IN ORDER TO MAKE NEW CONNECTIONS FOR THE NEW FIXTURES. (THE PIPE ROUTING AND CONNECTIONS MAY NOT BE SPECIFICALLY SHOWN ON THE DRAWINGS) THE CONTRACTOR SHALL INCLUDE IN HIS BID ALL THE COSTS REQUIRED FOR ALL THE PIPING TO MEET THE PIPE SIZES PER THE UNIFORM PLUMBING CODES TABLES -6 -4 & 7 -5. 15. SEE ARCHITECTURAL DRAWINGS AND SPECIFICATIONS FOR ADDITIONAL SCOPE OF WORK, INSTRUCTION TO BIDDERS AND EXACT LOCATION OF ALL FIXTURES. 16. PLUMBING CONTRACTOR SHALL INSTALL ALL HOT AND COLD WATER PIPING WITHIN THE HEATED AREAS FOR FREEZE PROTECTION. 17. COORDINATE EXACT LOCATION OF ALL EQUIPMENT, FIXTURES, PIPING, ETC. AND PENETRATIONS WITH THE ARCHITECTURAL STRUCTURAL AND AT SITE. 18. ALL APPLICABLE CODES AND LOCAL JURISDICTION REGULATIONS SHALL SUPERSEDE THE CONSTRUCTION DOCUMENTS IF THEY ARE MORE STRINGENT. 19. INSTALL ALL TRAP ARMS SUCH THAT THE MAXIMUM LENGTH WILL NOT EXCEED THE CODE REQUIREMENTS. 20. ALL FIXTURES REQUIRING PLUMBING SHALL BE CONNECTED TO BUILDING WASTE, VENT, COLD WATER AND HOT WATER SYSTEM AS REQUIRED BY THE CODES. 21. INSTALL CLEANOUTS PER THE 2009 UPC - SECTION 707 AND AS REQUIRED BY LOCAL JURISDICTIONS. 22. PIPE MATERIAL: COLD WATER & HOT WATER COPPER "L" (ABOVE GROUND)(LEAD FREE) COLD WATER & HOT WATER COPPER "K "(UNDERGROUND)(LEAD FREE) WASTE AND VENT CAST IRON, DWV COPPER, ABS. NOTE: JOINTS AND METHOD OF CONNECTIONS SHALL BE PER THE 2003 UPC - CHAPTER #14, ASTM STANDARDS AND MANUFACTURERS RECOMMENDATIONS FOR EACH PIPE TYPE AND APPLICATIONS. 23. PIPE INSULATION: COLD WATER - 1/2" INSULATION WITH VAPOR BARRIER JACKETS. HOT WATER - 1" INSULATION FOR ALL PIPING UP TO 2" DIAMETER. UNDERGROUND PIPING WITH 1/2" CLOSED CELL FOAM INSULATION. 24. PIPE HANGERS AND SUPPORTS: PIPE HANGERS AND SUPPORTS SHALL BE IN STRICT ACCORDANCE WITH THE 2003 UPC - SECTION -314 AND PIPE MANUFACTURERS RECOMMENDATIONS. ALL PIPES SHALL BE SEISMICALLY RESTRAINED PER LATEST °EDITION OF S.M.A.C.N.A. SEISMIC RESTRAINT MANUAL AND AS REQUIRED BY LOCAL JURISDICTION. 25. THE CONTRACTOR SHALL INCLUDE ALL EXCAVATION AND BACKFILLING REQUIRED FOR UNDERGROUND WORK IN HIS BID UNLESS OTHER ARRANGEMENTS ARE MADE WITH THE GENERAL CONTRACTOR PRIOR TO BIDDING. (COORDINATE WITH SITE /CIVIL ENGINEER). 26. DOMESTIC HOT WATER SYSTEM SHALL BE SET FOR 120'F OR AS REQUIRED BY LOCAL JRSD. 27. ALL WATER LINES SHALL BE STERILIZED IN ACCORDANCE WITH THE A.W.W.A. STANDARDS AND LOCAL REGULATIONS. 28. WATER SUPPLY LINE TO AIR /WATER STATION SHALL HAVE BACK FLOW PREVENTIONS AS REQUIRED BY THE JURISDICTIONS. 29. WATER HEATER RELIEF SHALL BE PIPED TO OUTSIDE. 30. ALL MATERIALS USED SHALL BE NEW AND BEAR U.L. LABEL WHEN REQUIRED. 31. FINAL AS BUILT DRAWINGS SHALL BE SUBMITTED TO ENGINEER /OWNER. 32. ALL OPENINGS AND PENETRATIONS THROUGH ROOF AND /OR WALLS SHALL BE PROPERLY SEALED, WEATHERTIGHT, AND AESTHETICALLY ACCEPTABLE. 33. ALL CUTTING AND PATCHING REQUIRED FOR INSTALLATION OF NEW EQUIPMENT, FIXTURES AND PIPING TO BE. BY CONTRACTOR. 34. INSTALL AIR CHAMBERS BEHIND EACH OUTLET OR WADE - SHOKSTOPS FOR EACH FIXTURE GROUP FOR WATER HAMMER ARRESTORS. GENERAL SPECIFICATIONS A. IT IS THE INTENT OF THESE SPECIFICATIONS TO PROVIDE A MECHANICAL SYSTEM COMPLETE, FULLY ADJUSTED, AND READY TO USE. B. INSPECTION: PRIOR TO ALL WORK OF THIS DOCUMENT, CAREFULLY INSPECT THE INSTALLED WORK OF ALL OTHER TRADES AND VERIFY THAT ALL SUCH WORK IS COMPLETE TO THE POINT WHERE THIS INSTALLATION MAY PROPERLY COMMENCE. VERIFY THAT THE WORK MAY BE COMPLETED IN STRICT ACCORDANCE WITH ALL PERTINENT CODES AND REGULATIONS, THE APPROVED SHOP DRAWINGS, AND THE MANUFACTURERS' RECOMMENDATIONS. C. DISCREPANCIES: IN THE EVENT OF DISCREPANCY, IMMEDIATELY NOTIFY THE ARCHITECT /ENGINEER. DO NOT PROCEED IN AREAS OF DISCREPANCY UNTIL ALL SUCH DISCREPANCIES HAVE BEEN FULLY RESOLVED. D. INSPECTION: CHECK EACH PIECE OF EQUIPMENT IN THE SYSTEM FOR DEFECTS, VERIFYING THAT ALL PARTS ARE PROPERLY FURNISHED AND INSTALLED, THAT ALL ITEMS FUNCTION PROPERLY, AND THAT ALL ADJUSTMENTS HAVE BEEN MADE. E. GENERAL: DO NOT ALLOW OR CAUSE ANY OF THE WORK OF THIS SECTION TO BE COVERED UP OR ENCLOSED UNTIL IT HAS BEEN INSPECTED, VIEWED AND ACCEPTED BY THE LANDLORD /ARCHITECT/ ENGINEER AND BY ALL OTHER AUTHORITIES HAVING JURISDICTIONS. F. DO ALL THINGS NECESSARY TO COOPERATE WITH OTHER TRADES IN ORDER THAT ALL SYSTEMS IN THE WORK MAY BE INSTALLED IN THE BEST ARRANGEMENTS. COORDINATE AS REQUIRED WITH ALL OTHER TRADES TO SHARE SPACE IN COMMON AREAS AND TO PROVIDE THE MAXIMUM OF ACCESS TO EACH SYSTEM. G. IT IS THE INTENT OF THESE SPECIFICATIONS THAT ALL WORK, INCLUDING THE INSIDE OF EQUIPMENT, FIXTURES, PIPING, DUCTWORK, ETC. BE LEFT IN A CLEAN CONDITION. ALL CONSTRUCTION DIRT SHALL BE REMOVED FROM MATERIAL SITE AND EQUIPMENT. H. IT IS THE INTENTION OF THESE SPECIFICATIONS AND DRAWINGS TO CALL FOR FINISHED WORK, TESTED, AND READY FOR OPERATION. WHEREVER THE WORK "PROVIDE" IS USED, IT SHALL MEAN "FURNISH AND INSTALL COMPLETE AND READY TO USE." MINOR DETAILS NOT USUALLY SHOWN OR SPECIFIED, BUT NECESSARY FOR THE PROPER INSTALLATION AND OPERATION, SHALL BE INCLUDED IN THE WORK, THE SAME AS IF HEREIN SPECIFIED OR SHOWN. I. THE CONTRACTOR SHALL GIVE ALL NECESSARY NOTICES, OBTAIN ALL PERMITS AND PAY ALL GOVERNMENT SALES TAXES, FEES AND OTHER COSTS, INCLUDING UTILITY CONNECTIONS OR EXTENSIONS, IN CONNECTION WITH HIS WORK; FILE ALL NECESSARY PLANS, PREPARE ALL DOCUMENTS AND OBTAIN ALL NECESSARY APPROVALS OF ALL GOVERNMENTAL DEPARTMENTS HAVING JURISDICTION; OBTAIN ALL REQUIRED CERTIFICATES OF INSPECTION OF HIS WORK AND DELIVER SAME TO THE ARCHITECT BEFORE REQUEST FOR ACCEPTANCE AND FINAL PAYMENT FOR WORK. J THE CONTRACTOR SHALL INCLUDE IN THE WORK, WITHOUT EXTRA COST TO THE OWNER, ANY LABOR, MATERIALS, SERVICES, APPARATUS, DRAWINGS, IN ORDER TO COMPLY WITH ALL APPLICABLE LAWS, ORDINANCES, RULES AND REGULATIONS, WHETHER OR NOT SHOWN ON DRAWINGS AND /OR SPECIFIED. K. SURVEYS AND MEASUREMENTS: THE CONTRACTOR SHALL BASE ALL MEASUREMENTS, BOTH HORIZONTAL AND VERTICAL, FROM ESTABLISHED BENCH MARKS. ALL WORK SHALL AGREE WITH THESE ESTABLISHED LINES AND LEVELS. VERIFY ALL MEASUREMENTS AT SITE AND CHECK THE CORRECTNESS OF SAME AS RELATED TO THE WORK. L. DRAWINGS: DRAWINGS ARE DIAGRAMMATIC AND INDICATE THE GENERAL ARRANGEMENT OF SYSTEMS AND WORK INCLUDED IN THE CONTRACT. DRAWINGS ARE NOT TO BE SCALED. THE ARCHITECTURAL DRAWINGS AND DETAILS SHALL BE EXAMINED FOR EXACT LOCATION OF FIXTURES AND EQUIPMENT. WHERE THEY ARE NOT DEFINITELY LOCATED, THIS INFORMATION SHALL BE OBTAINED FROM THE ARCHITECT. M. PROTECTION: THE CONTRACTOR SHALL BE RESPONSIBLE FOR WORK AND EQUIPMENT UNTIL FINALLY INSPECTED, TESTED, AND ACCEPTED; HE SHALL PROTECT WORK AGAINST THEFT, INJURY OR DAMAGE; AND SHALL CAREFULLY STORE MATERIAL AND EQUIPMENT RECEIVED ON SITE WHICH ARE NOT IMMEDIATELY INSTALLED. HE SHALL CLOSE OPEN ENDS OF WORK WITH TEMPORARY COVERS OF PLUGS DURING STORAGE AND CONSTRUCTION TO PREVENT ENTRY OF OBSTRUCTING MATERIAL. N. THE CONTRACTOR SHALL FURNISH ALL SCAFFOLDING, RIGGING, HOISTING, AND SERVICES NECESSARY FOR ERECTION AND INSTALLATION OF THE MECHANICAL SYSTEM. 0. CONTRACTOR SHALL LOCATE ALL EQUIPMENT WHICH MUST BE SERVICED, OPERATED, OR MAINTAINED IN FULLY ACCESSIBLE POSITIONS. P. THIS CONTRACTOR SHALL PROVIDE ALL CUTTING AND PATCHING NECESSARY TO INSTALL THE WORK SPECIFIED IN THIS SECTION. PATCHING SHALL MATCH ADJACENT SURFACES. Q. NO STRUCTURAL MEMBERS SHALL BE CUT WITHOUT THE APPROVAL OF THE ARCHITECT, AND ALL SUCH CUTTING SHALL BE DONE IN A MANNER DIRECTED BY HIM. R. THIS CONTRACTOR SHALL PROVIDE AND LOCATE ALL SLEEVES AND INSERTS REQUIRED BEFORE THE FLOORS AND WALLS ARE BUILT, OR SHALL BE RESPONSIBLE FOR THE COST OF CUTTING AND PATCHING REQUIRED FOR PIPES WHERE SLEEVES AND INSERTS WERE NOT INSTALLED, OR WHERE INCORRECTLY LOCATED. THE CONTRACTOR SHALL DO ALL DRILLING REQUIRED FOR THE INSTALLATION OF HIS HANGERS. S. SLEEVES SHALL BE PROVIDED FOR ALL MECHANICAL PIPING PASSING THROUGH CONCRETE FLOOR SLABS AND CONCRETE, MASONRY, TILE AND GYPSUM WALL CONSTRUCTION. T. ALL INSULATION SHALL HAVE A COMPOSITE (INSULATION, JACKET OR FACING, AND ADHESIVE) FIRE HAZARD RATING AS TESTED BY ASTM E -84, NFPA 255, OR UL 723, NOT TO EXCEED 25 FLAME SPREAD & 50 SMOKE DEVELOPED. ACCESSORIES SUCH AS COATINGS, TAPES, AND ADHESIVES SHALL HAVE THE SAME COMPONENT RATINGS. ALL INSULATING MATERIALS OR THEIR CONTAINERS SHALL HAVE A LABEL INDICATING COMPLIANCE WITH THE ABOVE RATING. REFERENCE STANDARDS: NFPA D -255, A.S.T.M. E -84, UL -723, ASHRAE 90 -75 AND THE STATE ENERGY CODE. ACCEPTABLE MANUFACTURERS: CERTAINTEED, OWENS- CORNING, KNAUF AND MANVILLE. U. THE CONTRACTOR SHALL PROVIDE THE OWNER WITH A COMPLETE OPERATING AND MAINTENANCE MANUAL AND ONE SET OF MYLAR REPRODUCIBLES SHOWING ALL AS -BUILT CONDITIONS. THE MANUALS SHALL INCLUDE ALL MANUFACTURER'S SPECIFICATIONS, OPERATION, MAINTENANCE, INSTRUCTIONS, WARRANTY, LOCAL SOURCE OF SUPPLY FOR SPARE PARTS AND SERVICES, ETC. V. PROVIDE WEATHER -PROOF FLASHING AT ALL DUCT, PIPE, ETC. MECHANICAL PENETRATIONS THROUGH THE BUILDING WALLS AND ROOF. FLASHING SHALL BE DESIGNED AND INSTALLED PER SMACNA AND SHALL BE GUARANTEED WEATHER PROOF FOR THE DURATION OF THE GUARANTEE. COVER FINISHED FLOOR CLEANOUT PLUG AND BODY. SEE SPECIFICATIONS FLOW ADJUSTING COLLA RISER CONCRETE ENCASEMENT FLOW -•g- GRADE CLEANOUT DETAIL SCALE: NONE P01 PLUMBING FIXTURE CON \ECTIO\ SCHEDULE FIXTURE DESCRIPTION CW HW P -TRAP W VENT NOTES P1 WATER CLOSET 1/2" - 3" 3" 2" 2 P2 LAVATORY 1/2" 1/2" 1 -1/4" 1 -1/2" 1 -1/2" 42 P3 URINAL 3/4" - - 2" 1-1/2" /' 41 PREP -SINK - _ - 1-1/2 - 42 PREP -SINK FAUCET 1/2" 1/2" - - 58 MOP /HAND SINK - - 2" 2" 1 -1/2" 59 MOP /HAND SINK FAUCET 1/2" 1/2" - - - 64 PRE -RINSE SINK - _ - 1 -1/2" - INDIRECT DRAIN PIPE TO FLOOR SINK 66 PRE -RINSE SINK FAUCET 1/2" 1/2" - - - 67 QUICK DRAIN - - - 1" - INDIRECT DRAIN PIPE TO FLOOR SINK 69 DISHWASHER - 1/2" - 2" - INDIRECT DRAIN PIPE TO FLOOR SINK 70 2- COMPARTMENT SINK - - - 2" - INDIRECT DRAIN PIPE TO FLOOR SINK 71 2- COMPARTMENT STAINLESS FAUCET 1/2" 1/2" - - - 90. POT FILL FAUCET 3/4" - - - - 94 HAND SINK - - 1 -1/2" 2" 1 -1/2" 95 HAND SINK FAUCET 1/2" 1/2" - - - eCOFFEE BREWER 1/2" - - - - D1 FLOOR DRAIN - - 2" 2" 1 -1/2" D2 FLOOR SINK - - 2" 2" 1-1/2" O4 ICE DISPENSER 1/2" - - 1" - INDIRECT DRAIN PIPE TO FLOOR SINK OSODA MACHINE 1/2" - - 1 -1/2" - INDIRECT DRAIN PIPE TO FLOOR SINK NOTES: (1) ALL FIXTURES IN THIS SCHEDULE ARE PROVIDED BY OWNER INSTALLED BY PLUMBING CONTRACTOR. PLUMBING CONTRACTOR SHALL PROVIDE ALL P- TRAPS, STOP VALVES AND RISERS TO PROVIDE A OPERATING FIXTURE READY FOR USE. P -TRAPS SHALL. BE CHROME PLATED CAST BRASS, STOP VALVES SHALL BE METAL CHROME PLATED, RISER SHALL BE FLEXIBLE METAL. (2) ALL FLOOR DRAINS WITHOUT RECEIVING CONTINUOUS WATER SHALL HAVE TRAP PRIMERS. GREASE INTERCEPTOR SIZING FIXTURE DESCRIPTION #F0F IX FEUA TOTAL NOTES D1 FLOOR DRAIN 1 2 2 NAVIEN MODEL # CC -240A, GAS FIRED WATER HEATER, 199 MBH INPUT 195.2 MBH OUTPUT @ 98% COMBUSTION EFFICIENNCY PROVIDED BY OWNER INSTALLED BY PLUMBING CONTRACTOR 42 PREP -SINK 1 2 2 COLD WATER PIPIE HOT WATER PIPE HOT WATER RETURN PIPE VENT PIPE WASTE PIPIE GREASE WASTE PIPE CONDENSATE PIPE GATE VALVE BALL VALVE PRESSURE GAUGE UNION VENT THROUGH ROOF VENT THRU ROOF BURIED PIPE CHECK VALVE DOWN CONNECT EXIST PRESSURE POUNDS PER SQUARE INCH EQUIPMENT REDUCED PRESSURE BACKFLOW ASSEMBLE MINIMUM TYPICAL 62 PRE -RINSE SINK 1 2 2 42 3- COMPARTMENT SINK 1 6 6 0 ® ICJ IZI T 0.5" 0.75" 1" 1.25" 1.5" 2" 2.5" 3" o- 0- -0- -8- TOTAL FU'S 12 GREASE INTERCEPTOR CAPACITY = 750 GALLON, PER THE 2009 UPC CHAPTER 10, TABLE 10 -3 (GRAVITY GREASE INTERCEPTOR) 0.5 GPM FLOW CONTROL (MUST BE INSTALLED) ON HEATER OUTLET SECURE TO WALL WITH TOGGLE BOLTS ELECTRICAL CONNECTION WITH ACCESS DOOR NIFF NI t) NOTE: MOP SINK PIPING SIMILAR INSULATED PIPES WITH HANDI -LAV -GUARD 3 -WAY STOP 1/2" COLD WATER NPT 1/2" TO LAVATORY INSTANT -FLOW HEATER 3/8" TO HEATER 3/8" FPT INLET & OUTLET NOTE: INSTALL WATER HEATER PER THE MANUFACTURER'S RECOMMENDATIONS AND PER THE LOCAL CODES, UNIT MUST BE HARD WIRED. INSTANT FLOW WATER HEATER SCALE: NONE (MODEL SR -15L) PLUMBING ' LEGE \D & ABBREVIATIONS SYMBOL ABBR DESCRIPTION SYMBOL ABBR DESCRIPTION AM GREASE INTERCEPTOR - GREAT BASIN # GB -250, 250 GALLON CAPACITY PROVIDED BY OWNER INSTALLED BY PLUMBING CONTRACTOR S NAVIEN MODEL # CC -240A, GAS FIRED WATER HEATER, 199 MBH INPUT 195.2 MBH OUTPUT @ 98% COMBUSTION EFFICIENNCY PROVIDED BY OWNER INSTALLED BY PLUMBING CONTRACTOR ® FFD FS FD FCO WCO COLD WATER PIPE SIZE HOT WATER PIPE SIZE WASTE /SOIL PIPE SIZE VENT PIPE SIZE PLUMBING FIXTURE TAG PLAN NOTE #1 EQUIPMENT TAG FLOOR DRAIN W/ FUNNEL FLOOR SINK FLOOR DRAIN FLOOR CLEANOUT WALL CLEANOUT 1/2" PIPE SIZE 3/4" PIPE SIZE 1" PIPE SIZE' 1-1/4" PIPE SIZE 1-1/2" PIPE SIZE 2" PIPE SIZE 2 -1/2" PIPE SIZE 3" PIPE SIZE PIPE ELBOW UP PIPE ELBOW DOWN PIPE TEE UP PIPE TEE DOWN CW HW HWR V W GW CD GV VTR VTR DN CONN EXIST PRESS PSI EQUIP RPBP MIN TYP COLD WATER PIPIE HOT WATER PIPE HOT WATER RETURN PIPE VENT PIPE WASTE PIPIE GREASE WASTE PIPE CONDENSATE PIPE GATE VALVE BALL VALVE PRESSURE GAUGE UNION VENT THROUGH ROOF VENT THRU ROOF BURIED PIPE CHECK VALVE DOWN CONNECT EXIST PRESSURE POUNDS PER SQUARE INCH EQUIPMENT REDUCED PRESSURE BACKFLOW ASSEMBLE MINIMUM TYPICAL 1" ® 1 ' P1 -- _____- GW Q CD m ---14- 0 ® ICJ IZI T 0.5" 0.75" 1" 1.25" 1.5" 2" 2.5" 3" o- 0- -0- -8- ---c Q --III- -I I L S /' PLUMBING EQUIPME \T SCHEDULE MARK DESCRIPTION ELECTRIC WATER HEATER - CRONOMITE MODEL #. SR -15L, 4150W- 208V -1 PHASE 57 °F TEMP RISE CO 0.3 GPM, PROVIDE WITH 0.5 GPM FLOW RESTRICTOR ® v AM GREASE INTERCEPTOR - GREAT BASIN # GB -250, 250 GALLON CAPACITY PROVIDED BY OWNER INSTALLED BY PLUMBING CONTRACTOR S NAVIEN MODEL # CC -240A, GAS FIRED WATER HEATER, 199 MBH INPUT 195.2 MBH OUTPUT @ 98% COMBUSTION EFFICIENNCY PROVIDED BY OWNER INSTALLED BY PLUMBING CONTRACTOR ® w BAC <FLOW PREVENTER \ OTES 1. AS MANUFACTURED BY "WATTS" OR EQUAL: RPBA = REDUCED PRESSURE #009QT DCVA = DOUBLE CHECK #007QT AVB = VACUUM BREAKER 2. VALVES TO BE LINE SIZE. 3. INSTALL AT THE FOLLOWING LOCATIONS (MINIMUM): A. RPBA AT ICE MAKER B. RPBA AT COFFEE BREWER /ESPRESSO MACHINE (IF INSTALLED) C. WASHINGTON STATE APPROVED RPBA AT BEVERAGE BAR /CARBONATOR (POP MACHINE PIPING DOWNSTREAM OF CARBONATOR SHALL BE PLASTIC IN ORDER TO AVOID CARBONIC POISONING. D. BACKFLOW PREVENTERS SHALL BE MOUNTED 5 FEET MAXIMUM ABOVE FLOOR PER UPC 2006, SEC. 603.3.4. DISCHARGE DRAINS WITH AIRGAP, TYP. 4. BACKFLOW PREVENTERS SHALL BE FULLY INSTALLED AND TESTED PRIOR TO PRE - OPENING INSPECTION A/C UNIT ON ROOF (120 MBH) A/C UNIT ON ROOF (120 MBH) U) 23' (789 MBH) 8' (590 MBH) 16' (470 MBH) 2" 1 -1/2" 1 -1/2" WATER HEATER (199MBH) GAS PIPE SIZING GAS PIPING SIZED PER 2009 UPC TABLE 12 -8 "SCHEDULE 40 METALLIC PIPE, LESS THAN 7 "WC 77 LINEAR FEET + 30% FITTINGS LOSS =100' TOTAL DEVELOPED LENGTH, 789 MBH TOTAL GAS LOAD GAS DIAGRAM 30' (120 MBH) 1 I) r -1/4" GAS MANIFOLD BURNER (110 MBH) CO 0 CO CC w CC U- m 0 m w ce U- 1 m w CC U- SCALE: NONE P01 ABOSSEIN ENGINEERING L.L.0 MECHANICAL - ELECTRICAL CIVIL - LEED - STRUCTURAL FIRE PROTECTION 2100 112TH AVE. NE BELLEVUE, WA 98004 OFFICE: (425) 462 -9441 FAX: (425) 462 -9451 EMAIL: CService®abossein. corn WEBSITE: www.abossein.com TUKWILA, WASHINGTON 15037 TUKWILA INTERNATIONAL BLVD. Revisions: PERMIT SET 6/14/11 n n A Job No.: 211047 a =e: 05/23/201 1 RECEIVED JUN 162011 PERMIT CENTER P01 1 OF 3 ABOSSEIN GINEERING L.L.0 GCO EE 3 /PO 4 "GW & 4W FOR CONTINUATION SEE PARTIAL SITE PLAN' THIS SHT. MECHANICAL ELECTRICAL CIVIL - LEED - STRUCTURAL FIRE PROTECTION CO SEE DETAIL 3/P01 3 "V IGI-I ING,CT SEE IRRI IATIO$IITE FIR= SPRI <IIPR TIAL N 2100 112TH AVE. NE BELLEVUE, W.A. 98004 OFFICE: (425) 462 -9441 FAX: (425) 462 -9451 EMAIL: CService @abossein. corn I- L BE ALL WEBSITE: www.abossein.com 2466SQ NA k 4 "W FOR CONTINUATION SEE CIVIL DWG'S. COORDINATE EXACT LOCATION WITH ARCH. A 110111111lIIIIIIIlI111111 IIII %11 �� a iIA :I ,� i 1 REEZE PRE -RINS SINK PARTIAL SITE PLAN E 0 0) O N L) G) 0 0 C 0 0 0 SCALE: NONE 104A GENERAL NOTES SS TABLE LAYOUT NAME: L J: \211047 \211047_P02.dwg 1) COORDINATE WITH STRUCTURAL FOR EXACT LOCATION OF ALL STRUCTURAL FRAMING AND FOOTINGS AND FINALIZE THE EXACT ROUTING OF ALL PIPES WITH STRUCTURAL AND AT SITE PRIOR AND DURING THE CONSTRUCTION. 2) COORDINATE WITH ARCHITECTURAL AND AT SITE FOR EXACT LOCATION OF ALL PLUMBING FIXTURES. 3) ALL FIXTURES REQUIRING PLUMBING SHALL BE CONNECTED TO BUILDING WASTE, VENT, COLD WATER AND HOT WATER SYSTEM AS REQUIRED BY THE CODES. WASTE AND VENT PIPE SIZES SHALL NOT BE SMALLER THAN UPC 2006 TABLE 7 -5. 4) SEE PLUMBING FIXTURE CONNECTION SCHEDULE ON SHEET "P1 ". 5) COORDINATE WITH OWNER /ARCHITECT FOR PLMBG. FIX. PRIOR TO BIDDING. 6) INSTALL CLEANOUTS PER UPC 2006 SECTION 707, SIZED PER TABLE 7 -6 AND AS REQUIRED BY LOCAL JURISDICTIONS. ALL CLEANOUTS SHALL BE LOCATED IN WALLS /FLOORS IN A NOT HIGHLY VISIBLE LOCATION AS APPROVED BY THE ARCHITECT. 7) ALL EXPOSED PIPING FOR HANDICAPPED FIXTURES SHALL BE INSULATED WITH HANDI -LAV GUARD (OR EQUAL). OFFSET P -TRAPS TO CLEAR WHEEL CHAIR ACCESS. 8) CONNECT TO EACH FIXTURE, EQUIPMENT, ETC. WITH ALL ACCESSORIES, VALVES, VACUUM BREAKERS, REGULATORS, UNION, ETC., AS REQUIRED AND AS RECOMMENDED BY THE MANUFACTURERS. 9) COORDINATE WITH THE STRUCTURAL ENGINEER AND GENERAL CONTRACTOR TO PROVIDE STRUCTURAL SUPPORT FOR ALL EQUIPMENT. 10) PLUMBING CONTRACTOR SHALL VERIFY ALL SPACE CONDITIONS AND DIMENSIONS AT JOB SITE PRIOR TO FABRICATION AND INSTALLATION OF MATERIALS AND EQUIPMENT. 11) PLUMBING CONTRACTOR SHALL COORDINATE PLUMBING VENT STACKS WITH THE HVAC CONTRACTOR TO MAINTAIN A MINIMUM OF 10 FT. FROM THE OUTSIDE AIR INTAKES. 12) INSTALL SHUT OFF VALVES /STOPS AT HOT AND COLD WATER SUPPLY TO EACH FIXTURE EQUIPMENT. 13) INSTALL ALL TRAP ARMS SUCH THAT THE MAXIMUM LENGTH WILL NOT EXCEED THE CODE REQUIREMENTS. ALL TRAPS WITHOUT HAVING CONTINUOUS WATER DISCHARGE TO BE PROTECTED AGAINST TRAP EVAPORATION! AND TO HAVE AUTOMATIC TRAP PRIMERS CONNECTED TO NEAREST MOST FREQUENTLY USED FIXTURE. 14) SUDS RELIEF SHALL COMPLY WITH UPC 2006 SECTION 711. 15) ROUTE /DISCHARGE CONDENSATE PIPES FOR HEAT PUMPS /FURNACES TO LAVATORY TAILPIECE IN RESIDENTIAL UNITS OR TO APPROVED LOCATION PER LOCAL JURISDICTIONS. 16) ALL ROOF PENETRATIONS SHALL BE MINIMUM 5 FEET AWAY FROM AREA /OCCUPANCY SEPARATION WALLS. 17) VERIFY WITH GENERAL CONTRACTOR FOR FURRING OUT PIPES OUTSIDE OF WALLS DUE TO FLOOR STRUCTURAL FRAMING IN LINE WITH WALLS PRIOR TO BIDDING. 18) VERIFY WITH GENERAL CONTRACTOR AND ARCHITECT FOR OUTSIDE ROOF AND DECK DRAINAGE LOCATIONS PRIOR TO BIDDING. (MAY NOT BE SHOWN ON THE DRAWINGS) 19) ALL DRAINAGE PIPING INSIDE BUILDING SHALL BE SLOPED AT MINIMUM 1/4" PER FOOT (2 %) UNLESS OTHERWISE APPROVED BY LOCAL JURISDICTIONS. (OTHER THAN 2% SLOPE WILL REQUIRE ADJUSTMENT FACTOR [0.80 FOR 1% SLOPE] FOR TOTAL F.U. COUNT CAPACITIES PER UPC 2006 TABLE 7 -5) 20) ALL WATER PIPING SHALL BE INSTALLED ON THE WARM SIDE OF INSULATION, INSULATE AND HEAT TRACE IN EXPOSED AREAS AS REQUIRED BY LOCAL CODE. 21) ALL PLUMBING, PIPING AND EQUIPMENT SHALL CONFORM TO SMACNA & LOCAL REGULATIONS FOR SEISMIC RESTRAINTS. 22) ALL PIPING SHALL BE INSULATED PER THE STATE ENERGY CODE. 23) ALL SUMP PUMPS TO HAVE ACCESSIBLE SHUT -OFF AND CHECK VALVE. 24) INSULATE ALL P -TRAPS IN EXPOSED AS REQUIRED BY CODE. Revisions: +34" PERMIT SET 6/14/11 A Job No.: 211047 Date: 05/23/201 1 w Z w REVDATE: F FLOOR PLAN - WASTE & VE \T SCALE: 1/4" = 1' -0" RECEIVED JUN 16 2011 PERMIT CENTER E a co N Wednesday, June 1 0 J 0 LAYOUT NAME: Layout 1047 \211047_P03.dwg GENERAL NOTES 1) COORDINATE WITH STRUCTURAL FOR EXACT LOCATION OF ALL STRUCTURAL FRAMING AND FOOTINGS AND FINALIZE THE EXACT ROUTING OF ALL PIPES WITH STRUCTURAL AND AT SITE PRIOR AND DURING THE CONSTRUCTION. 2) COORDINATE WITH ARCHITECTURAL AND AT SITE FOR EXACT LOCATION OF ALL PLUMBING FIXTURES. 3) ALL FIXTURES REQUIRING PLUMBING SHALL BE CONNECTED TO BUILDING WASTE, VENT, COLD WATER AND HOT WATER SYSTEM AS REQUIRED BY THE CODES. WASTE AND VENT PIPE SIZES SHALL NOT BE SMALLER THAN UPC 2006 TABLE 7 -5. 4) SEE PLUMBING FIXTURE CONNECTION SCHEDULE ON SHEET "P1". 5) COORDINATE WITH OWNER /ARCHITECT FOR PLMBG. FIX. PRIOR TO BIDDING. 6) INSTALL CLEANOUTS PER UPC 2006 SECTION 707, SIZED PER TABLE 7 -6 AND AS REQUIRED BY LOCAL JURISDICTIONS. ALL CLEANOUTS SHALL BE LOCATED IN WALLS /FLOORS IN A NOT HIGHLY VISIBLE LOCATION AS APPROVED BY THE ARCHITECT. 7) ALL EXPOSED PIPING FOR HANDICAPPED FIXTURES SHALL BE INSULATED WITH HANDI -LAV GUARD (OR EQUAL). OFFSET P -TRAPS TO CLEAR WHEEL CHAIR ACCESS. 8) CONNECT TO EACH FIXTURE, EQUIPMENT, ETC. WITH ALL ACCESSORIES, VALVES, VACUUM BREAKERS, REGULATORS, UNION, ETC., AS REQUIRED AND AS RECOMMENDED BY THE MANUFACTURERS. 9) COORDINATE WITH THE STRUCTURAL ENGINEER AND GENERAL CONTRACTOR TO PROVIDE STRUCTURAL SUPPORT FOR ALL EQUIPMENT. 10) PLUMBING CONTRACTOR SHALL VERIFY ALL SPACE CONDITIONS AND DIMENSIONS AT JOB SITE PRIOR TO FABRICATION AND INSTALLATION OF MATERIALS AND EQUIPMENT. 1 1) PLUMBING CONTRACTOR SHALL COORDINATE PLUMBING VENT STACKS WITH THE HVAC CONTRACTOR TO MAINTAIN A MINIMUM OF 10 FT. FROM THE OUTSIDE AIR INTAKES. 12) INSTALL SHUT OFF VALVES /STOPS AT HOT AND COLD WATER SUPPLY TO EACH FIXTURE EQUIPMENT. 13) INSTALL ALL TRAP ARMS SUCH THAT THE MAXIMUM LENGTH WILL NOT EXCEED THE CODE REQUIREMENTS. ALL TRAPS WITHOUT HAVING CONTINUOUS WATER DISCHARGE TO BE PROTECTED AGAINST TRAP EVAPORATION AND TO HAVE AUTOMATIC TRAP PRIMERS CONNECTED TO NEAREST MOST FREQUENTLY USED FIXTURE. 14) SUDS RELIEF SHALL COMPLY WITH UPC 2006 SECTION 711. 15) ROUTE /DISCHARGE CONDENSATE PIPES FOR HEAT PUMPS /FURNACES TO LAVATORY TAILPIECE IN RESIDENTIAL UNITS OR TO APPROVED LOCATION PER LOCAL JURISDICTIONS. 16) ALL ROOF PENETRATIONS SHALL BE MINIMUM 5 FEET AWAY FROM AREA /OCCUPANCY SEPARATION WALLS. 17) VERIFY WITH GENERAL CONTRACTOR FOR FURRING OUT PIPES OUTSIDE OF WALLS DUE TO FLOOR STRUCTURAL FRAMING IN LINE WITH WALLS PRIOR TO BIDDING. 18) VERIFY WITH GENERAL CONTRACTOR AND ARCHITECT FOR OUTSIDE. ROOF AND DECK DRAINAGE LOCATIONS PRIOR TO BIDDING. (MAY NOT BE SHOWN ON THE DRAWINGS) 19) ALL DRAINAGE PIPING INSIDE BUILDING SHALL BE SLOPED AT MINIMUM 1/4" PER FOOT (2 %) UNLESS OTHERWISE APPROVED BY LOCAL JURISDICTIONS. (OTHER THAN 2% SLOPE WILL REQUIRE ADJUSTMENT FACTOR [0.80 FOR 1% SLOPE] FOR TOTAL F.U. COUNT CAPACITIES PER UPC 2006 TABLE 7 -5) 20) ALL WATER PIPING SHALL BE INSTALLED ON THE WARM SIDE OF INSULATION, INSULATE AND HEAT TRACE IN EXPOSED AREAS AS REQUIRED BY LOCAL CODE. 21) ALL PLUMBING, PIPING AND EQUIPMENT SHALL CONFORM TO SMACNA & LOCAL REGULATIONS FOR SEISMIC RESTRAINTS. 22) ALL PIPING SHALL BE INSULATED PER THE STATE ENERGY CODE. 23) ALL SUMP PUMPS TO HAVE ACCESSIBLE SHUT -OFF AND CHECK VALVE. 24) INSULATE ALL P -TRAPS IN EXPOSED AS REQUIRED BY CODE. 1-1/2" CW OR. CONTINUATION I SEE CIVIL DWG'S -� PRESSURE REIUCING VA CIVIL PLANS FOR EXAC LOCATIO v 0 p !!— _ " n ■■ JJ in • 1 GAS METER BY PUGET SOUND ENERGY 789 MBH © 7' WC OUTLET PRESS. CONTRACTOR TO PAY A L FEE ASSOC ELATION & CONN ( COORDINATE RCH ) 'ATI O N ■ / ... _1 c IIJU 111 rm ..._... .., ,,v41._ IIRM gligrou_ 11 110 m HAL 0102 l • BIB 0.5" .,, A, Illl sums lllilii/llllUhI11J m L_ 0 MANUAL AND AUTOMATIC COOKLINE GAS SHUT -OFF VALVE AT ±6' -6" A BELOW CEILING. (VERIFY LOCATION) 1-1/4" GAS MANIFOL I F.F. a a MIll • DININ C 101 1 "GUPTO AIR HANDLER ON ROOF — — -� AIR HANDLER ON ROOF 3/4 "G DROP CONN T COUNTER TOP BURNE 3/4"G DROP CONN TO FRYER RPBP MOUNT IN ACCESSIBLE LOCATI 11I111111111111111111::1::1_:P_1: -1, PROVIDE 1 2 "CW CON11■ TO ICE MAKE O SEE DETAIL 2/P01 0.5" IRIV 109 0.75 SS TABLE 1" G UP TO I AIR HANDLER I ON ROOF 1 _ i rizi �■i �L,,,�_- �•�4."�. I go L_— J SERVIC 0 4 J a DLER F 103 RPBP Q 139" T i i i RPBP MOUNT IN ACCESSIBLE LOCATION PROVIDE 1 /2 "CW CONN TO ICE MAKER ENTRY SEE b ETAI L 2/P01 F.F. u I FLOOR PLA 0 — PLU V BI G SCALE: 1/4" = 1' -0" PLU v1Bl 1 \G FLOOR PLA\ \OTES PROVIDE SHUT OFF VALVE AND DRIP LEG AT CONNECTION TO AIR HANDLER GAS FIRED WATER HEATER SEE SCHEDULE PROVIDE GAS FLUE & TERMINATE MAX 4' -0" ABOVE WATER HEATER FIELD VERIFY AVAILABLE SPACE, PROVIDE PRESS RELIEF VALVE & PIPE 3/4" CONDENSATE DRAIN TO MOP SINK 58 RUN 1/2" H & CW PIPING UNDER SINK COUNTER TO FAUC.E 42 TO FAUCET 42 t: „' i /kb/Y:0/4, RECEIVED JUN 16 2011 PERMIT CENTER A]BOSSF,IN ENGINEERING ]L. ]L. C MECHANICAL - ELECTRICAL CIVIL - LEED - STRUCTURAL FIRE PROTECTION 2100 112TH AVE. NE BELLEVUE, WA 98004 OFFICE: (425) 462 -9441 FAX: (425) 462 -9451 EMAIL: CService@abossein.com WEBSITE: www.abossein.com TUKWILA, WASHINGTON TUKWILA INTERNATIONAL BLVD. ICJ Revisions: PERMIT SET 6/14/11 A A Job No.: 211047 d ate: 05/23/201 1 P03 3 GENERAL NOTES IT SHALL BE THE RESPONSIBILITY OF NE GENERAL CONTRACTOR AND ALL SUB - CONTRACTORS TO VERIFY NE ACTUAL SPACE AND MECHANICAL REQUIREMENTS OF ALL ITEMS SHOWN AS FUTURE, NIC, SUPPLIED BY "OTHERS ", ETC., WITH NE OWNER PRIOR TO ROUGH -IN AND CONNECTION. NE GENERAL CONTRACTOR SHALL IMMEDIATELY INFORM BARGREEN ELLINGSON AND THE OWNER OF ANY RED LINES, CORRECTIONS, ETC., ON NE PERMIT PLANS AND OF ANY INSPECTION CORRECTIONS REQUESTED CONCERNING THESE DRAWINGS OR EQUIPMENT AS LISTED FOR THIS PROJECT. THE GENERAL CONTRACTOR SHALL PROPERLY SEAL ALL WALL AND FLOOR PENETRATIONS AFTER NE INSTALLATION OF RELATED EQUIPMENT AND FURNISHINGS ITEMS. IT SHALL BE NOTED BY NE GENERAL CONTRACTOR AND ALL SUB - CONTRACTORS THAT THIS SET OF PLANS AND NE INFORMATION CONTAINED WITHIN IN NO WAY RELIEVES SAID PARTIES OF THEIR RESONSIBILITY TO INVESTICxATE AND COMPLY WITH ALL APPLICABLE CODES AND ORDINANCES, AND TO PERFORM ALL WORK TO THE HIGHEST STANDARDS. THE GENERAL CONTRACTOR SHALL PROVIDE: FLOOR, CEILING, WALL AND ROOF PENETRATIONS: FIRE -RATED SHAFTS FOR EXHAUST DUCTS. It SHALL BE NE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO PROVIDE WEATHER PROTECTION FOR ALL ROOF AND ALL WALL PENETRATIONS PRIOR TO AND DURING NE INSTALLATION OF EQUIPMENT AND FURNISHINGS. SUITABLE WALL BACKING AS SHOWN ON THESE PLANS AND AS REQUIRED BY NE OWNER SHALL BE PROVIDED AND INSTALLED BY THE GENERAL CONTRACTOR ROOF VERIFY LOCATION WITH ARCHITECTURAL DRAWINGS 30X24 30X24 30X48 30X24 ASA, . A A t • 4. .....• ......, ,,...............„....,___ _________. 0 I I Il -11 i ' 11; PPLIED ON 1-ER t3Y 30X48 Fes,_ ' -� ,_ � -;_� I II I FOOD SERVICE EQUIPMENT PLAN balms 1/4. • I'-O' REVIEWED FOR CODE COMPLIANCE APPROVED SEP 2 0 .2011 City of Tukwila BUILDING DIVISION RECEIVED JUN 16 2011 PERMIT CENTER VERIFY EQUIPMENT REQUIREMENTS WITH FINAL EQUIPMENT SELECTIONS 15 C/) v) C 0i 0 L 0 a.1 .y U E I N P) . ., -Fir mammon II co J !Ai M cn RELEASE INFORMATION # DATE 0 5/5/09 - PERMIT SET 1 2 3 4 5 6 Fes,_ ' -� ,_ � -;_� I II I FOOD SERVICE EQUIPMENT PLAN balms 1/4. • I'-O' REVIEWED FOR CODE COMPLIANCE APPROVED SEP 2 0 .2011 City of Tukwila BUILDING DIVISION RECEIVED JUN 16 2011 PERMIT CENTER VERIFY EQUIPMENT REQUIREMENTS WITH FINAL EQUIPMENT SELECTIONS 15 C/) v) C 0i 0 L 0 a.1 .y U E I N P) co J !Ai M cn RELEASE INFORMATION # DATE 0 5/5/09 - PERMIT SET 1 2 3 4 5 6 7 8 This plan is the property of Bargreen Ellingson and is loaned subject to the condition that it Is not to be copied, reproduced, or distributed either in whole or in part, without written permission, and Is not to be used in any way detrimental to the best interests of the company. ©2011 BARGREEN ELLINGSON INC. DRAWN BY: J.WINTER PROJECT MANAGER: J.WINTER DIRECT PHONE # (206) 224 -6331 SHEET TITLE: FOOD SERVICE EQUIPMENT PLAN SHEET NUMBER K..1 1 OF 5 PROJECT NUMBER 1. THE ELECTRICAL CONTRACTOR SHALL SUPPLY AND INSTALL SEAL -TITE FLEX CONDUIT TO ALL FOOD SERVICE EQUIPMENT IN DAMP AREAS, I.E., SCULLERY, BAR ROOF, ETC. FLEX CONNECTIONS AT ALL FANS ON THE ROOF SHALL BE OF EXTRA LENGTH TO ALLOW FULL FAN REMOVAL FOR THE EASE OF CLEANING. 2. THE ELECTRICAL CONTRACTOR SHALL PROVIDE FUSED DISCONNECTS FOR EQUIPMENT HOOK -UPS AS REQUIRED BY CODE AND LABELING. 3. THE ELECTRICAL CONTRACTOR SHALL PROVIDE DISCONNECTS IN A CONVENIENT ACCESSIBLE LOCATION AT AT THE POWER BOX FOR EACH ICE MACHINE HEAD. 5. THE ELECTRICAL CONTRACTOR SHALL PROVIDE AND INSTALL A VAPOR -PROOF SWITCH AT EACH BLOWER COIL IN THE WALK -IN COOLER (ITEM34 AND 37). 8. THE ELECTRICAL CONTRACTOR SHALL PROVIDE AND INSTALL A 48" MINIMUM CORD AND PLUG FOR EACH PIECE OF EQUIPMENT SO NOTED. USE 90' ELBOW OUT OF UNIT. 10. THE ELECTRICAL CONTRACTOR SHALL PROVIDE FOR HOOK -UP OF A THERMOSTAT, SOLENOID, BLOWER COIL AND COMPRESSOR FOR EACH REFRIGERATED UNIT. MAGNETIC STARTERS AND /OR THERMAL PROTECTORS SHALL BE INCLUDED AS NECESSARY. 11. THE ELECTRICAL CONTRACTOR SHALL PROVIDE 1" CONDUIT AND JUNCTION BOXES AT EACH CASH REGISTER TERMINAL SO AS TO INTERCONNECT ALL UNITS TO EACH OTHER AND TO THE CENTRAL PROCESSING TERMINAL. CONSULT WITH THE OWNER'S REPRESENTATIVE FOR EXACT LOCATIONS OF ALL TIE -IN UNITS. 13. THE PLUMBING CONTRACTOR SHALL PROVIDE AND INSTALL ALL DRAIN LINES FROM WALK -IN BLOWER COILS TO FLOOR SINKS. HEAT TAPE SHALL BE PROVIDED AND WRAPPED AT ALL DRAIN LINES SUBJECT TO THE POSSIBILITY OF FREEZING, SUPPLIED AND INSTALLED BY ELECTRICAL CONTRACTOR. 14. ALL DRAIN LINES FROM EQUIPMENT REQUIRING CONDENSATION REMOVAL SHALL BE DONE IN COPPER. 15. IT SHALL BE THE RESPONSIBILITY OF "OTHERS" TO INTERCONNECT THE HOOD FIRE PROTECTION SYSTEMS TO THE BUILDING FIRE DETECTION UNITS AS REQUIRED. 18. THE OWNER'S VENDOR OF CHOICE SHALL SUPPLY AND INSTALL A CO2 STORAGE CANISTER IN THE LIQUOR STORAGE ROOM. AN EXTERIOR FILL VALVE AND ALL CO2 UNITS SHALL BE SUPPLIED AND INSTALLED BY THE VENDOR. 19. THE ELECTRICAL CONTRACTOR SHALL SUPPLY AND INSTALL TO EACH PIECE OF ROOF -TOP EQUIPMENT (FANS, MOTORS, COMPRESSORS, CONDENSERS, ETC.) A SEPARATE WEATHER- PROTECTED DISCONNECT SWITCH. 20. PLUMBING CONTRACTOR SHALL SUPPLY AND INSTALL ANTI - SIPHON VALVE ASSEMBLIES FOR SODA DISPENSING SYSTEM. 22. IT SHALL BE THE RESPONSIBILITY OF THE PLUMBING AND ELECTRICAL CONTRACTORS TO MAKE ALL REQUIRED WATER, GAS, DRAIN AND ELECTRICAL FINAL CONNECTIONS FOR ALL MAKE -UP AIR SYSTEM UNITS. 23. IT SHALL BE THE RESPONSIBILITY OF THE ELECTRICAL CONTRACTOR TO INSTALL ALL OWNER SUPPLIED COMPUTER /COMMUNICATIONS CABLES AS PER OWNERS DIRECTION. 24. IT SHALL BE THE RESPONSIBILITY OF PLUMBING CONTRACTOR TO COMPLY WITH ALL LOCAL CODES CONCERNING GAS VALVE REGULATOR VENTING. 25. ELECTRICAL CONTRACTOR SHALL PROVIDE A INDIVIDUAL DISCONNECT BOX FOR EACH PIECE OF ROOF TOP ELECTRICALLY POWERED EQUIPMENT. 26. THE GENERAL CONTRACTOR SHALL PHOTOGRAPH ALL WALLS CONTAINING BACKING PRIOR TO SHEETROCK /FRP INSTALLATION. 27. THE PLUMBING CONTRACTOR SHALL PROVIDE CLEANOUTS AT 1ST ELBOW ON EACH WALK -IN BLOWER COIL DRAIN. 29. THE PLUMBING CONTRACTOR SHALL SUPPLY AND INSTALL WATER LINE BACK CHECK VALVES AS REQUIRED PER CODE. 30. THE ELECTRICAL CONTRACTOR SHALL PROVIDE INTERCONNECT SWITCHING BETWEEN THE KITCHEN EXHAUST HOOD EXHAUST FANS AND THE KITCHEN MAKE -UP AIR SYSTEMS AS REQUIRED PER LOCAL CODE AND AUTHORITIES. 31. COMMUNICATIONS CABLES ARE SUPPLIED BY OWNER AND INSTALLED BY ELECTRICAL CONTACTOR. 32. ELECTRICAL AND MECHANICAL CONTRACTOR TO VERIFY REQUIREMENTS OF OWNER PROVIDED EQUIPMENT. 35. PRESSURE REGULATORS FOR GAS COOKING EQUIPMENT SUPPLIED BY B/E AND INSTALLED PER CODE AND MANUFACTURER'S SPECIFICATIONS BY PLUMBING CONTRACTOR. 36. ELECTRICAL CONTRACTOR SHALL PROVIDE INTER CONNECT FOR FREEZER COIL & TIMECLOCK CIRCUIT DEFROST SYSTEM. REVIEWED FOR CODE COMPLIANCE APPROVED SEP202011 City of Tukwila BUILDING DIVISION RECEIVED JUN 162011 PERMIT CENTER U) U) V) N D) 0 0_ N LC) I LC) g E a> c SUPPLIER QUANTITY ID ESCRIPTION ELECTRICAL PLUM5ING G45 NOTES z0 111 U Ili v tau 6 O w O v cn E Cl_ z VOLTS PHASE z O U O = Q O U WASTE z O U Ea 1 ' # DATE 0 ■ • ' 1 FRONT COUNTER 2 3 4 5 6 7 2 ► • PROJECT MANAGER: J.WINTER 4 POINT OF SALE SYSTEM EQUIPMENT SCHEDULE 3.0 Ki..2 2OF5 115 1 CO D I DEDICTATED / ISOLATED - VERIFY REQUIREMENTS WITH OWNER 2.1 ► • 2 POS MONITOR 3.0 115 I IDCO I DEDICTATED / ISOLATED - VERIFY REQUIREMENTS WITH OWNER 3 ► • 2 SODA DISPENSER 15.0 115 I JBOX V2" 1 1/2" I INDIRECT WASTE 4 ■ • 2 ICE DISPENSER 11.4 208 I SCO I/2" 1" I INDIRECT WASTE 5 ■ • 1 COUNTER 6 ■ A I DINING LEDGE 1 ► a 12 BAR STOOLS 8 ► A 2 TABLE TOP AND BASES 9 ► • 2 TRASH CABINET 10 • • 1 BOOTH 11 ► • I TABLE TOP AND BASES 12 • • I SETTEE 13 • • I TABLE TOP AND BASES I 14 ► • I FILLER CABINET 15 ■ • 4 TABLE TOP AND BASES 16 ► • 15 CHAIR 11 ► • 1 BOOTH PLATFORM 18 ■ • I BOOTH 19 ► • 3 TABLE TOP AND BASES 20 ► • I BAG N BOX RACK 21 ■ • I BULK CO2 TANK 22 • • 1 BULK OIL TANK 23 SPARE NUMBER 1.0 115 1 'CO 24 SPARE NUMBER 25 SPARE NUMBER 26 SPARE NUMBER 21 SPARE NUMBER 28 SPARE NUMBER 29 SPARE NUMBER 30 ► • 1 WORK TABLE 31 • • 2 WALL SHELF 32 ► • I MENU BOARD 33 ■ • i WALK -IN COOLER 15.0 208 1 JBOX 34 ■ ' BLOWER COIL IB 115 JBOX 3/8" INDIRECT WASTE 35 ■ • 1 COMPRESSOR JBOX 36 110-• 1 SHELVING 31 ■ • 1 BLOWER COIL 25.0 208 3 JBOX 3/S" INDIRECT WASTE 38 ► • I HEAT TAPE 2.0 H5 1 CO D 39 ► t I COMPRESSOR S.0 208 1 JBOX 40 ■ ■ I SHELVING 41 ■ • 1 WORK TABLE WITH PREP SINK 1 1/2" INDIRECT WASTE 42 ► • 1 FAUCET 1/2" I /2" 43 ► • 2 WALL SHELF 44 ► t 1 SLICER 35 115 1 pc0 I 45 ► • 1 CHEESE SHREDDER 9.0 115 I DCO 46 • Al 1 ROOF LADDER 41 ■ • 1 DRY STORAGE SHELVING 48 SPARE NUMBER 49 SPARE NUMBER 50 SPARE NUMBER 51 SPARE NUMBER 52 SPARE NUMBER S 53 SPARE NUMBER • 54 SPARE NUMBER 55 ► • 1 STAINLESS STEEL CORNER GUARD 56 ►, 1 WORK TABLE I 51 ► • 2 WALL SHELF 58 ►• I MOP / HAND SINK 2" DIRECT WASTE 59 ►1 1 FAUCET 1/2" 1/2" 60 ► ■ 2 HAND SOAP / TOWEL DISPENSER 61 ■ • I CHEMICAL STORAGE UNIT 62 ► • I STAINLESS STEEL COUNTER 63 ► • I _DRIVE THROUGH WINDOW 64 ►t I SOILED DISH TABLE I I/2" INDIRECT WASTE 65 ■ - I REMOVABLE SCR4P BASKET 66 ■ • 1 PRE -RINSE FAUCET 1/2" I/2" S 61 ►-1 1 QUICK DRAIN I" INDIRECT UASTE 68 ► • 1 SLANT RACK SHELF 69 ► • 1 DISHWASHER 45.4 208 3 JBOX I/2' 2" INDIRECT WASTE 10 ■ • 1 CLEAN DISH TABLE / 3 COMP SINK 2" DIRECT WASTE 11 ► • 2 FAUCET 1/2" 1/2" 12 • • 2 WALL SHELF 13 SPARE NUMBER 14 SPARE NUMBER 15 SPARE NUMBER 16 SPARE NUMBER 11 SPARE NUMBER 18 ■ • 1 WORK TABLE 19 ► • 2 WALL SHELF 80 • • I CLASS I EXHAUST HOOD 0.9 115 1 JBOX FOR LIGHTS 81 ■ A I 18" TALL STAINLESS STEEL CLOSURE PANEL SEE HOOD DRAWINGS FOR REQUIREMENTS 82 ■ ■ I MAKE -UP AIR PLENUM BOX 83 ■ • 1 CLASS I DUCTWORK / FAN 208 1 JBOX 84 ► • I ROOFTOP CURB 85 ► • I FIRE WRAP FOR DUCTWORK 86 ►, I MAKE -UP AIR SYSTEM FAN SEE HVAC DRAWINGS 81 ■ • 1 • MAKE -UP AIR SYSTEM HEATER SEE HVAC DRAWINGS 88 ► • 1 STAINLESS STEEL WALL FLASHING 89 ► t 1 FIRE SUPPRESSION SYSTEM EC TO INTERCONNECT TO FIRE ALARM PANEL 90 ■ ■ 2 TABLE TOP KETTLE la.O 208 3 JBOX 90.1 ► ■ 2 POT FILL FAUCET 3/4" 91 ■ • I COUNTERTOP BURNER 3/4" 110,000 92 ■ ■ I FROZEN FOOD DISPENSER 1.0 115 1 CO p NEMA 5 -15P 93 •■ • 3 FRYER 3.0 115 1 CO D 3/4" 80,000 94 • • 1 STAINLESS STEEL TABLE W/ HAND SINK 1 1/2" 95 ► A I FAUCET 1/2" 1/2" 96 ■ - I FRY DUMP STATION 015 63 115 I CO D NEMA 5 -I5P 91 ► • I TWO DRAWER REFRIGERATOR 3.9 115 I DCO NEMA 5 -I5P 98 SPARE NUMBER 99 SPARE NUMBER 100 SPARE NUMBER 101 SPARE NUMBER 102 ► a 2 MICROWAVE OVEN 14.0 • 208 1 SCO 103 ► • 1 STAINLESS STEEL COUNTER 104 ■ • 1 WALL SHELF 105 ► - 4 HEAT LAMP 1.30 20S I JBOX 106 ■ • 2 WARMING DRAWER 3.8 115 I DCO NEMA 5 -15P 101 ► • 2 RAISED RAIL REFRIGERATOR 9.0 115 1 CO D NEMA 5 -15P 108 ■ • 2 SANDWICH GRILL 15.0 115 1 CO D I NEMA 5 -I5P 109 • • 2 DROP IN WARMING WELLS . 2.10 208 1 JBOX I 110 ■ • 2 PRODUCT HOLDING UNIT 3W 11.4 208 1 JBOX Ill . • • I • STAINLESS STEEL COUNTER 112 SPARE NUMBER I 113 ■ • 1 STAINLESS STEEL COUNTER WITH HAND SINK 1 1/2" I INDIRECT WASTE 114 ■ • .. 1 FAUCET 1/2" 1/2" I 115 ► • 1 ICE TEA BREWER 4.0 115 1 CO D I vERIFY REQUIREMENTS WITH OWNER 116 ► • 1 COFFEE BREWER 2.00 208 1 SCO 1/2" I vERIFY REQUIREMENTS WITH OWNER REVIEWED FOR CODE COMPLIANCE APPROVED SEP202011 City of Tukwila BUILDING DIVISION RECEIVED JUN 162011 PERMIT CENTER U) U) V) N D) 0 0_ N LC) I LC) g E a> c FOODSI RVTC1, SL PPL\ & DESTGti WE SOUTH Phone: (206) 682 -1472 WA 98134 Fax: (206) 682 -2367 www.bar g_q ;IT: 'L �Q CV W M Gp taco 1 la Intern wila, We RELEASE INFORMATION # DATE 0 5/5/09- PERMIT SET 1 2 3 4 5 6 7 8 This plan is the property of Bargreen Ellingson and is loaned subject to the condition that It is not to be copied, reproduced, or distributed either In whole or in part, without written permission, and Is not to be used In any way detrimental to the best interests of the company. ©2010 BARGREEN ELLINGSON INC. DRAWN BY: J.STRANGE PROJECT MANAGER: J.WINTER DIRECT PHONE # (206) 224 -6331 SHEET TITLE: EQUIPMENT SCHEDULE SHEET NUMBER Ki..2 2OF5 PROJECT NUMBER ELECTRICAL NOTES 1. THE CONTRACTOR SHALL PROVIDE AND INSTALL STAINLESS STEEL OUTLET AND RECEPTACLE COVERS IN SERVICE AREAS. 2. THE ELECTRICAL CONTACTOR SHALL PROVIDE POWER TO AND INTERCONNECT ALL REFRIGERATION THERMOSTATS, SOLENOIDS, TIME CLOCKS, DEFROST CIRCUITS, ETC. 3. THE ELECTRICAL CONTRACTOR SHALL CONNECT ALL REMOTE COMPRESSORS AND PROVIDE DISCQi II I TE, ITI1I A FER ,� STj� 4ALI INGC6VERLOAD PROTECTION AS REQUIRED. 4. THE ELECTRICAL CONTRACTOR SHALL PROVIDE AND INSTALL HEAT TAPE ON DRAIN LINES IN DANGER OF FREEZING. 5. THE ELECTRICAL CONNECTIONS, SPECIFICATIONS AND DIMENSIONS SHOWN ON THESE PLANS ARE FOR FOOD SERVICE EQUIPMENT ONLY. SEE THE ARCHITECT'S PLAN SET FOR ALL OTHER ELECTRICAL REQUIREMENTS FOR THIS PROJECT. 6. ALL ELECTRICAL ROUGH —IN WORK AND ALL FINAL CONNECTIONS FOR ALL ITEMS SHOWN AND SPECIFIED ON THESE PLANS BY BARGREEN ELLINGSON, INC. SHALL BE PERFORMED BY THE ELECTRICAL CONTRACTOR. . 7. UNLESS OTHERWISE SPECIFIED IN THESE PLANS OR OTHER WRITTEN CONTRACTS, IT SHALL BE THE RESPONSIBILITY OF THE ELECTRICAL CONTRACTOR TO PROVIDE ALL ELECTRICAL —TYPE MATERIALS INCLUDING WIRING, SWITCHES, DISCONNECTS, FLEX, CONDUIT, CONTACTORS, TRANSFORMERS, THERMAL OVERLOAD PROTECTORS, MAGNETIC STARTERS, ELECTRICAL PANELS, CORDS, PLUGS, COVERS, ETC. 8. THE ELECTRICAL CONTRACTOR SHALL PROVIDE DISCONNECTS AT THE POWER BOX FOR EACH ICE MACHINE HEAD. 9. ALL DIMENSIONS SHOWN ARE FROM GRID LINES, FINISHED WALLS OR FINISHED FLOORS TO CENTER LINE OF ELECTRICAL OUTLET BOXES. HEIGHTS ARE NOT TO BE TAKEN FROM CURBS OR PLATFORMS. 10. THE SYMBOLS SHOWN ON THIS PLAN ARE FOR INDICATION OF ROUGH —IN LOCATION AND TYPE OF CONNECTION ONLY. THE ELECTRICAL CONTRACTOR SHALL PROVIDE CIRCUITS AND CONDUIT RUNS AS PER GOOD PRACTICE AND CODE. 11. IT SHALL BE THE RESPONSIBILITY OF THE ELECTRICAL CONTRACTOR TO PROVIDE INTERCONNECT SWITCHING BETWEEN THE KITCHEN EXHAUST HOOD EXHAUST FANS AND THE KITCHEN MAKE UP AIR SYSTEMS AS REQUIRED PER LOCAL CODE AND AUTHORITIES. 12. IT SHALL BE THE RESPONSIBILITY OF THE ELECTRICAL CONTRACTOR TO PROVIDE ELECTRICAL CONTACTORS ON ALL ELECTRICAL OUTLET, JUNCTION BOXES, ETC. LOCATED UNDER ANY CLASS I EXHAUST HOOD SO AS TO DISCONNECT UPON ACTIVATION OF THE FIRE SUPPRESSION SYSTEM. 14. THE ELECTRICAL CONTRACTOR SHALL PROVIDE FUSED DISCONNECTS FOR EQUIPMENT HOOK —UPS AS REQUIRED BY CODE AND LABELING. 15. ALL GFCI RECEPTACLES SHALL BE LOCATED IN AN ASSESSABLE LOCATION FOR STATIONARY EQUIPMENT. ELECTRICAL LECEND ROOF VERIFY LOCATION WITH ARCHITECTURAL DRAWINGS +30" 15A 30X48 +30" 4' 139" 30X24 2.1 +1 +30" 08) +30" 481 10) — +30" (09) K2 . 1)+8 ELECTRICAL ROUGI -I- IN PLAN &a1. 1/4' • P-o' 30X24 30X48 +30" 15A 30X48 30X48 +33� 115/1 15A 30X4 115/1 30X4 15A I DI +30 "l 2 T VERIFY EQUIPMENT REQUIREMENTS WITH FINAL EQUIPMENT SELECTIONS GPCI RECEPTACLES SHALL E3E PASS 4 SEYMOUR NO. 2095 -UJ 4, A; -B) REVIEWED FOR CODE COMPLIANCE APPROVED SEP202011 City of Tukwila BUILDING DIVISION RECEIVED JUN 16 2011 PERMIT CENTER C/) C/) CJ) a) L D) O 2 0 N LC) E ii q .1 )a czn 115 VOLT DUPLEX OUTLET DI Ca 115 VOLT DCO, DEDICATED /ISOLATED 208 VOLT, SPECIAL OUTLET ® JUNCTION BOX O LIGHT FIXTURE /SERVICE MOUNTED • AND EQU CABLE — VERIFY SPEC'S WITH OWNER ON /OFF SWITCH ROOF VERIFY LOCATION WITH ARCHITECTURAL DRAWINGS +30" 15A 30X48 +30" 4' 139" 30X24 2.1 +1 +30" 08) +30" 481 10) — +30" (09) K2 . 1)+8 ELECTRICAL ROUGI -I- IN PLAN &a1. 1/4' • P-o' 30X24 30X48 +30" 15A 30X48 30X48 +33� 115/1 15A 30X4 115/1 30X4 15A I DI +30 "l 2 T VERIFY EQUIPMENT REQUIREMENTS WITH FINAL EQUIPMENT SELECTIONS GPCI RECEPTACLES SHALL E3E PASS 4 SEYMOUR NO. 2095 -UJ 4, A; -B) REVIEWED FOR CODE COMPLIANCE APPROVED SEP202011 City of Tukwila BUILDING DIVISION RECEIVED JUN 16 2011 PERMIT CENTER C/) C/) CJ) a) L D) O 2 0 N LC) E ii q .1 )a czn FOODSERV-ICE SE &- DESIGN WE SOUTH Phone: (206) 682 -1472 WA 98134 Fax: (206) 682 -2367 www.bar EEN I l E- !Li N Q MC!) taco 1 la Intern wila, W� RELEASE INFORMATION _ DATE 0 5/5/09 - PERMIT SET 1 2 3 4 5 6 7 8 This plan is the property of Bargreen Ellingson and is loaned subject to the condition that It Is not to be copied, reproduced, or distributed either in whole or In part, without written permission, and Is not to be used In any way detrimental to the best Interests of the company. ©2010 BARGREEN ELLINGSON INC. DRAWN BY: J.STRANGE PROJECT MANAGER: J.WINTER DIRECT PHONE # (206) 224 -6331 SHEET TITLE: ELECTRICAL ROUGH -IN PLAN SHEET NUMBER K.3 30F5 PROJECT NUMBER v2Jk1-1--Iuin I t 5/811 GYP. WALL W/ 5/5 WALL LINER, TYP. GAS PIPE SIZED PER MF. SPECIFICATIONS FLEXIBLE GAS LINE TO EQUIP., SIZED PER MFG. SPECIFICATION. ALLOW ENOUGH SLACK LINE TO PULL EQUIP. 24" MIN. FROM WALL, TYP. RESTAINING CABLE TYPICAL GAS CONNECTION SCALE: NONE — 4" 24" RADIUS SODA LINE DETAIL SCALE: NONE FLUMINC NOTES IT IS THE GENERAL CONTRACTORS RESPONSIBILITY TO SIZE, SUPPLY AND INSTALL A GREASE INTERCEPTOR /TRAP IF ONE IS REQUIRED. 2. ALL FIRE PROTECTION SYSTEM GAS SHUT -OFF VALVES SHALL BE SUPPLIED BY THE OWNER AND INSTALLED BY PLUMBING CONTRACTOR. 3. THE PLUMBING CONNECTIONS, SPECIFICATIONS AND DIMENSIONS SHOWN ON THESE PLANS ARE FOR FOOD SERVICE EQUIPMENT ONLY. SEE ARCHITECT'S PLAN SET FOR ALL OTHER PLUMBING REQUIREMENTS FOR THIS PROJECT. 4. ALL PLUMBING ROUGH -IN WORK AND FINAL CONNECTIOINS FOR ALL ITEMS SHOWN AND SPECIFIED ON THESE PLANS BY BARGREEN ELLINGSON SHALL BE PERFORMED BY THE PLUMBING CONTRACTOR. 5. THE PLUMBING CONTRACTOR SHALL PROVIDE AND INSTALL INSULATIOIN MATERIAL ON ALL DRAIN LINES FROM ICE BINS, ICE PANS, ETC., SO AS TO ELIMINNATE CONDENSATION FORMATION. 6. UNLESS OTHERWISE SPECIFIED IN THESE PLANS OR OTHER WRITTEN CONTRACTS, IT SHALL BE THE RESPONSIBILITY OF THE PLUMBING CONTRACTOR TO PROVIDE ALL PLUMBING -TYPE MATERIALS INCLUDING VALVES, TRAPS, LINE STRAINERS, FLOOR SINK COVERS, PRESSURE REGULATORS, SIPHON BREAKERS, ETC. 7. IT SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO VERIFY THAT THE LOCATIONS FOR ALL MECHANICAL REQUIREMENTS WHICH REQUIRE FLOOR PENETRATIONS DO NOT CONFLICT WITH STRUCTURAL MEMBERS IN THE FLOOR. 8. THE GENERAL CONTRACTOR SHALL SUPERVISE THE LOCATION OF ALL FLOOR DRAINS ON THE JOB SITE SO AS TO ENSURE THE BEST SLOPE POSSIBLE OF THE SURROUNDING FLOOR TO THESE DRAINS. 9. ALL DRAIN LINES FROM EQUIPMENT REQUIRING CONDENSATION REMOVAL SHALL BE RUN IN COPPER. 10. PLUMBING CONTRACTOR TO SUPPLY WATER PRESSURE REDUCING VALVE SET AT 20 PSI FOR EACH DISHWASHER AND GLASS WASHER. PLUMBING LEGEND O 0W-COLD WATER • HW -HOT WATER 0 CLOSED DRAIN - DIRECT WASTE 12" X 12" FLOOR SINK - INDIRECT WASTE l S ® NATURAL GAS OFD FLOOR DRAIN n +14 • O • -2" F- L F °ri rtg d d d d dy 30X24 139" 30X24 153" 30X24 u BEVERAGE CONDUIT FOR REMOTE SODA DISPENSING SYSTEM, STUB UP w/ 24" RADIUS ELBOWS. (TYP. EA. Et a� 30X48 30X48 - -- ____-'1 -: i--_. -__ -- k _ %i k _,i - I l I I I I I • _1_ J3 30X4 II 30X48 30X48 30X48 30X4b T T PLU SING ROUCs1I- IN PLAN Sado 110 • r-ir 11'2, -(E -------------------------------- - - --lF VERIFY EQUIPMENT REQUIREMENTS WITH FINAL EQUIPMENT SELECTIONS REVIEWED FOR CODE COMPLIANCE APPROVED SEP 2 0 2011 City of Tukwila BUILDING DIVISION V) vI) a) RECEIVED 0 JUN 16 2011 a` PERMIT CENTER o CV L!7 LC) BARGREEN ELLINGSON FOODSERVICE S1 PPi.I & DESIGN CV r N CO CO CV CO o N d oC UL CL I— 0 OD COw I— ti M L MO O W cr) E O .c ci) c j CO co ._ • F M O RELEASE INFORMATI N # DATE 0 5/5/09 - PERMIT SET 1 2 3 4 5 6 7 8 This plan Is the property of Bargreen Ellingson and is loaned subject to the condition that It Is not to be copied, reproduced, or distributed either in whole or In part, without written permission, and Is not to be used In any way detrimental to the best Interests of the company. @2010 BARGREEN ELLINGSON INC. DRAWN BY: J.STRANGE PROJECT MANAGER: MINTER DIRECT PHONE # (206) 224 -6331 SHEET TITLE: PLUMBING ROUGH -IN PLAN SHEET NUMBER K -4 4 OF 5 PROJECT NUMBER SEA- WALL 4CKING Mores: 1. GENERAL CONTRACTOR SHALL CONSULT WITH OWNER AND BARGREEN ELLINGSON AT THE TIME OF LAYOUT FOR WALL BACKING CONFIRMATION OF ALL DIMENSIONS OF ALL AND UP -DATE REQUIREMENTS. 2. WALL BACKING TO BE USED FOR WALL MOUNTED EQUIPMENT AND SHELVES. 3. WALL BACKING TO BE 5/8" PLYWOOD. 4. WALL WALL BACKING TO BE BUILT INTO WALL SO THAT FINISH WALL IS FLUSH SURFACE. 5/8" GYP. SHEETROCK WALL FINISH MATERIAL (EXCEPT PAINT) PER ARCHITECT'S DRAWING (EXCEPT PAINT) %" PLYWOOD PER WALL BACKING PLAN WALL FRAMING PER ARCHITECT'S DRAWINGS 'e" GYP. SHEETROCK PLYWOOD BACKING DETAIL SCALE: NONE rTh +36" TO +12" 1 u +36" TO +12 " 30X48 153" 30X24 30X48 30X48 r\ / \ / \ 17 7 I I I I I I I I I I I 'I I I II I I I I II II I I I I II II I I I I II I I I I I I I I 77 II I II I III I II 30X48 30X48 T O --- - - - -__ 11,, ,-n -rT - -- __1_-- II II T u)� ti N Co C/) +36" TO +12" 139" 30X24 30X24 g Q 30X4 30X48 30X4 30X4 30X48 B) T C Pll 1 VERIFY EQUIPMENT REQUIREMENTS WITH FINAL EQUIPMENT SELECTIONS REVIEWED FOR CODE COMPLIANCE APPROVED SEP202011 City of Tukwila BUILDING DIVISION RECEIVED JUN 16 2011 PERMIT CENTER 5 -5 -2011 Progress Set E oc 1 rn LOODSERVTCE SL'PPTX & DESIGN WE SOUTH Phone: (206) 682 -1472 WA 98134 Fax: (206) 682 -2367 www.bar T u)� ti N Co C/) [aco i la Intern wila, We RELEASE INFORMATION # DATE 0 5/5/09 - PERMIT SET 1 2 3 4 5 6 7 8 This plan Is the property of Bargreen Ellingson and is loaned subject to the condition that It Is not to be copied, reproduced, or distributed either In whole or in part, without written permission, and Is not to be used In any way detrimental to the best Interests of the company. ©2010 BARGREEN ELLINGSON INC. DRAWN BY: J.STRANGE PROJECT MANAGER: J.WINTER DIRECT PHONE # (206) 224 -6331 SHEET TITLE: WALL BACKING PLAN SHEET NUMBER K....5 50F5 PROJECT NUMBER SEA-