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HomeMy WebLinkAboutPermit D18-0399 - LAM'S SEAFOOD MARKET - NEW ENTRY STRUCTURE AND IMPROVEMENTSLAM'S SEAFOOD MARKET 243 MINKLER BLVD FINALED 5/01/2020 D18-0399 Parcel No: Address: 1 b City of Tukwila Department of Community Development a 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Inspection Request Line: 206-438-9350 Web site: http://www.TukwilaWA.gov DEVELOPMENT PERMIT 2623049110 Permit Number: D18-0399 243 MINKLER BLVD Project Name: LAM'S SEAFOOD MARKET Issue Date: 4/26/2019 Permit Expires On: 3/14/2020 Owner: Name: Address: Contact Person: Name: Address: Contractor: Name: Address: KIR TUKWILA 050 LLC 3333 NEW HYDE PARK RD #100 C/O KIMCO REALTY CORP, PO BOX 5020 NEW HYDE PK, WA, 11042 LARA BARNES 311 FIRST AVE S , SEATTLE, WA, 98104 TTG LLC 11827 RENTON AVE S , SEATTLE, WA, 98178 License No: CCTTGLLL*840JJ Lender: Name: KIMCO REALTY Address: 4065 FACTORIA MALL, BELLEVUE, WA, 98006 Phone: (206) 324-4800 Phone: Expiration Date: DESCRIPTION OF WORK: SCOPE CONSITS OF ADDITION OF A NEW ENTRY STRUCTURE, AND EXTERIOR IMPROVEMENTS TO AN EXISTING RETAIL BUILDING IN THE PARKWAY SUPERCENTER SHOPPING CENTER. NEW INTERIOR WORK NOT IN SCOPE. ENTRY DRIVE CURB AND DRIVE AISLE TO BE WINDED. RELOCATION OF AN EXISTING FORE HYDRANT. FILL AN EXISTING LOADING DOCK AND POUR A NEW PAD FOR AN EXTERIOR COOLER. NEW ENTRY/PATIO CONCRETE PAVEMENT. PUBLIC WORKS ACTIVITIES INCLUDE: EROSION CONTROL, LAND ALTERING, STREET ACCESS, STRIPING, CROSSWALKS, ADA RAMPS, SIDEWALK, STORM DRAINAGE, PAVING, PAVEMENT CUT, SANITARY SEWER, DOMESTIC WATER W/BACKFLOW RPPA IN HOT BOX, FIRE HYDRANT, GREASE INTERCEPTOR / GREASE TRAPS, TRAFFIC CONTROL, AND STREET USE. Project Valuation: $550,735.76 Type of Fire Protection: Sprinklers: YES Fire Alarm: Type of Construction: IIIB Electrical Service Provided by: TUKWILA Fees Collected: $67,529.74 Occupancy per IBC: M Water District: HIGHLINE,TUKWILA Sewer District: TUKWILA Current Codes adopted by the City of Tukwila: International Building Code Edition: International Residential Code Edition: International Mechanical Code Edition: Uniform Plumbing Code Edition: International Fuel Gas Code: 2015 2015 2015 2015 2015 National Electrical Code: WA Cities Electrical Code: WAC 296-46B: WA State Energy Code: 2017 2017 2017 2015 Public Works Activities: Channelization/Striping: Curb Cut/Access/Sidewalk: Fire Loop Hydrant: Flood Control Zone: Hauling/Oversize Load: Land Altering: Landscape Irrigation: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: 1 1 1 Volumes: Cut: 15 Fill: 200 Number: 0 1 1 Yes Permit Center Authorized Signature Date: 1.z-2.49 1 hearby certify that I have read an. amined this permit and know the same to be true and correct. 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 provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit and armee to the conditions attached to this permit. Signatuje \% .lf�!/i �C �t au O Date: /2— / ? Prin This permit shall become null and void if the work is not commenced within 180 days for 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: Work shall be installed in accordance with the approved construction documents, and any changes made during construction that are not in accordance with the approved construction documents shall be resubmitted for approval. 2: All permits, inspection record card and approved construction documents shall be kept at the site of work and shall be open to inspection by the Building Inspector until final inspection approval is granted. 3: The special inspections and verifications for concrete construction shall be as required by IBC Chapter 17, Table 1705.3. 4: The special inspections for steel elements of buildings and structures shall be required. All welding shall be done by a Washington Association of Building Official Certified welder. 5: Installation of high-strength bolts shall be periodically inspected in accordance with AISC specifications. 6: The special inspection of bolts to be installed in concrete prior to and during placement of concrete. 7: 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. 8: 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. 9: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 10: Structural Observations in accordance with I.B.C. Section 1709 is required. At the conclusion of the work included in the permit, the structural observer shall submit to the Building Official a written statement that the site visits have been made and identify any reported deficiencies which, to the best of the structural observer's knowledge, have not been resolved. 11: Masonry construction shall be special inspected. 12: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 13: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap the sanitary sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks, wells, and other excavations. Final inspection approval will be determined by the building inspector based on satisfactory completion of this requirement. 14: A Certificate of Occupancy shall be issued for this building upon final inspection approval by Tukwila building inspector. 15: 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. 16: All pipes penetrating floor/ceiling assemblies and fire -resistance rated walls or partitions shall be protected in accordance with the requirements of the building code. 17: The force for pushing or pulling open interior swinging egress doors, other than fire doors, shall not exceed 5 pounds (22 N). These forces do not apply to the force required to retract latch bolts or disengage other devices that hold the door in a closed position. For other swinging doors, as well as sliding and folding doors, the door latch shall release when subjected to a 15 -pound (67 N) force. The door shall be set in motion when subjected to a 30 -pound (133 N) force. The door shall swing to a full -open position when subjected to a 15 -pound (67 N) force. (IFC 1010.1.3) Swinging fire doors shall close from the full -open position and latch automatically. The door closer shall exert enough force to close and latch the door from any partially open position. (IFC 703.2.3) 18: 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 1008.3.5) 19: Manually operated flush bolts or surface bolts are not permitted. (IFC 1010.1.9.4) 20: Repair or replace the damaged exit sign located at 24: 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" (3A, 40B:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (IFC 906.3) (NFPA 10, 5.4) 21: 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) 22: 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) 23: 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, 7.2, 7.3) 25: Maintain fire extinguisher coverage throughout. 26: Egress doors shall be readily openable from the egress side without the use of a key or special knowledge or effort. (IFC 1010.1.9) 27: 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) 28: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 29: 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 1010.1.9.1) 30: 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 1013.1) 31: 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 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 1013.6.1) 32: 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 1013.6.3) 33: 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 1008.3.5) 34: 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. 2436). 35: Sprinklers shall be installed under fixed obstructions over 4 feet (1.2 m) wide. (NFPA 13-8.6.5.3.3) 37: Fire protection systems shall be maintained in accordance with the original installation standards for that system. Required systems shall be extended, altered or augmented as necessary to maintain and continue protection whenever the building is altered, remodeled or added to. Alterations to fire protection systems shall be done in accordance with applicable standards. (IFC 901.4) 38: A fire alarm system is required for this project. The fire alarm system shall meet the requirements of N.F.P.A. 72 and City Ordinance #2437. 40: 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 #2437) 39: 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 #2437) (IFC 901.2) 41: An electrical permit from the City of Tukwila Building Department Permit Center (206-431-3670) is required for this project. 42: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) 43: The maximum flame spread class of finish materials used on interior walls and ceilings shall not exceed that set forth in Table No. 803.11 of the International Building Code. 44: 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) 45: 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 #2435) 46: 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 with Knox locking cap, and shall have a 1 1/4" Pentagon open -lift operating not. (City Ordinance #2052) 47: 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" distance) 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) 48: 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) 49: Private hydrants shall be all yellow. Hydrant color is to be "Rustoleum" #659 Yellow Gloss or Farwest #X- 3472 Case Yellow. 36: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2436 and #2437) 50: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 51: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575-4407. 52: ***PUBLIC WORKS PERMIT CONDITIONS*** 53: Schedule and attend a Preconstruction Meeting with the Public Works Department prior to start of work under this permit. To schedule, call Public Works at (206) 438-9350. 54: The applicant or contractor must notify the Public Works Inspector at (206) 433-0179 upon commencement and completion of work at least 24 hours in advance. All inspection requests for utility work must also be made 24 hours in advance. 55: Prior to construction, all utilities in the vicinity shall be field located. NOTE: For City of Tukwila utility locates, call 811 or 1-800-424-5555. 56: Permit is valid between the weekday hours of 7:00 a.m. and 10:00 p.m. only. Coordinate with the Public Works Inspector for any work after 5:00 p.m. and weekends. 57: No work under this permit during weekend hours without prior approval by Public Works. Coordinate with the Public Works Inspector. 58: Work affecting traffic flows shall be closely coordinated with the Public Works Inspector. Traffic Control Plans shall be submitted to the Inspector for prior approval. 59: The City of Tukwila has an undergrounding ordinance requiring the power, telecommunications, and cable service lines be underground from the point of connection on the pole to the house. 60: Flagging, signing and coning shall be in accordance with MUTCD for Traffic Control. Contractor shall provide certified flagmen for traffic control. Sweep or otherwise clean streets to the satisfaction of Public Works each night around hauling route (No flushing allowed). Notify Public Works Inspector before 12:00 Noon on Friday preceding any weekend work. 61: Any material spilled onto any street shall be cleaned up immediately. 62: Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation off-site or into existing drainage facilities. 63: 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. 64: The Land Altering Permit Fee is based upon an estimated 15 cubic yards of cut and 200 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. 65: From October 1 through April 30, cover any slopes and stockpiles that are 3H:1V 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. 66: 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. 67: The property owner is responsible for the maintenance of its storm drainage system and, for this purpose, shall have a maintenance plan in place and the responsibility for maintenance assigned prior to Public Works final. 68: Maintain emergency, pedestrian, and vehicular access to buildings, trails and transit at all times. 69: Pavement mitigation fees may apply to this permit. Amount estimated to be xxx sq. ft. x $xx.xx per sq. ft. _ $x,xxx.xx. Final measurement to be made in the field by the Public Works Inspector prior to Public Works Final. 70: A bond or cash equivalent in the amount of 150% x cost of construction within the City right-of-way made out to the City of Tukwila for possible property damages caused by activites. 71: A copy of the Certificate of Insurance Coverage (minimum of $2,000,000 naming the City of Tukwila as additionally insured). 72: Prior to issuance of this permit Owner shall sign w/Notary a ROW Hold Harmless Agreement for work within the Public right-of-way. 73: All design elements on the building and the site, including landscaping must be completed prior to final occupancy. The city will not allow the design elements to be deferred, instead all items must be completed before final inspection. It is highly unlikely that the city will consider financial guarantee in lieu of completing the work. 74: Signs are not approved as part of this permit. A separate sign permit is required 75: A soils inspection is required after amending the soil, but before any plants are installed C� O 76: Prior to requesting a landscaping inspection please provide a landscaping affidavit from the landscape architect, stating that the landscaping was installed per approved plans. Landscape inspection can occur any time after the plants are planted. You do not need to wait until the end of the project to schedule the landscaping inspection. As part of the landscaping inspection you will need to verify that the irrigation system is working properly PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 5170 BACKFLOW - IRR 5170 BACKFLOW - IRR 5190 BACKFLOW - WATER 5190 BACKFLOW - WATER 1700 BUILDING FINAL** 1700 BUILDING FINAL** 5010 CHANNELIZATION/STP 5000 CURB, ACCESS, SDW 0611 EMERGENCY LIGHTING 5200 EROSION MEASURES 5200 EROSION MEASURES 5210 EROSION MEASURES FNL 1400 FIRE FINAL 5020 FIRE LOOP HYDRANT 5020 FIRE LOOP HYDRANT 0409 FRAMING 0409 FRAMING 5220 GREASE INTERCEPTOR 5220 GREASE INTERCEPTOR 5220 GREASE INTERCEPTOR 5220 GREASE INTERCEPTOR 5040 LAND ALTERING 5230 PAVING AND RESTORE 1500 PLANNING FINAL 1600 PUBLIC WORKS FINAL 1600 PUBLIC WORKS FINAL 5160 PUBLIC WORKS PRE -CON 0401 ROOF SHEATHING 0603 ROOF/CEILING INSUL 4046 SI-EPDXY/EXP CONC 4022 SI -MASONRY 4034 SI -METAL PLATE CONN 4028 SI-REINF STEEL -WELD 4039 SI -SEISMIC RESTIST 4025 SI -STEEL CONST 4026 SI-STRUCT STEEL 4004 SI-WELDING 4032 SI-WOOD CONST 5090 STORM DRAINAGE 5090 STORM DRAINAGE 5090 STORM DRAINAGE 5090 STORM DRAINAGE 5090 STORM DRAINAGE 5100 STREET USE 0601 WALL INSULATION 5120 WATER METER - EXEMPT 5130 WATER METER - PERM 5130 WATER METER - PERM 5130 WATER METER - PERM Parcel No: Address: City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Inspection Request Line: 206-438-9350 Web site: http://www.TukwilaWA.gov DEVELOPMENT PERMIT 2623049110 17348 SOUTHCENTER PKWY Project Name: LAM'S SEAFOOD MARKET Permit Number: D18-0399 Issue Date: 4/26/2019 Permit Expires On: 10/23/2019 Owner: Name: Address: Contact Person: Name: Address: Contractor: Name: Address: License No: Lender: Name: KIR TUKWILA 050 LLC 3333 NEW HYDE PARK RD #100 C/O KIMCO REALTY CORP, PO BOX 5020 NEW HYDE PK, WA, 11042 LARA BARNES 311 FIRST AVE S , SEATTLE, WA, 98104 TTG LLC 11827 RENTON AVE S , SEATTLE, WA, 98178 CCTTGLLL*840JJ KIMCO REALTY Address: 4065 FACTORIA MALL, BELLEVUE, WA, 98006 Phone: (206) 324-4800 Phone: Expiration Date: DESCRIPTION OF WORK: SCOPE CONSITS OF ADDITION OF A NEW ENTRY STRUCTURE, AND EXTERIOR IMPROVEMENTS TO AN EXISTING RETAIL BUILDING IN THE PARKWAY SUPERCENTER SHOPPING CENTER. NEW INTERIOR WORK NOT IN SCOPE. ENTRY DRIVE CURB AND DRIVE AISLE TO BE WINDED. RELOCATION OF AN EXISTING FORE HYDRANT. FILL AN EXISTING LOADING DOCK AND POUR A NEW PAD FOR AN EXTERIOR COOLER. NEW ENTRY/PATIO CONCRETE PAVEMENT. PUBLIC WORKS ACTIVITIES INCLUDE: EROSION CONTROL, LAND ALTERING, STREET ACCESS, STRIPING, CROSSWALKS, ADA RAMPS, SIDEWALK, STORM DRAINAGE, PAVING, PAVEMENT CUT, SANITARY SEWER, DOMESTIC WATER W/BACKFLOW RPPA IN HOT BOX, FIRE HYDRANT, GREASE INTERCEPTOR / GREASE TRAPS, TRAFFIC CONTROL, AND STREET USE. Project Valuation: $550,735.76 Type of Fire Protection: Sprinklers: YES Fire Alarm: Type of Construction: IIIB Electrical Service Provided by: TUKWILA Fees Collected: $67,457.64 Occupancy per IBC: M Water District: HIGHLINE,TUKWILA Sewer District: TUKWILA Current Codes adopted by the City of Tukwila: International Building Code Edition: International Residential Code Edition: International Mechanical Code Edition: Uniform Plumbing Code Edition: International Fuel Gas Code: 2015 2015 2015 2015 2015 National Electrical Code: WA Cities Electrical Code: WAC 296-46B: WA State Energy Code: 2017 2017 2017 2015 Public Works Activities: Channelization/Striping: 1 Curb Cut/Access/Sidewalk: 1 Fire Loop Hydrant: 1 Flood Control Zone: Hauling/Oversize Load: Land Altering: Volumes: Cut: 15 Fill: 200 Landscape Irrigation: Sanitary Side Sewer: Number: 0 Sewer Main Extension: Storm Drainage: 1 Street Use: 1 Water Main Extension: Water Meter: Yes Permit Center Authorized Signature: Date: 4,01/1 I hearby certify that I have read and examined this permit and know the same to be true and correct. 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 provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit and agree to the conditions attached to this permit. Signature: Print Name: Date: V This permit shall become null and void if the work is not commenced within 180 days for 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: Work shall be installed in accordance with the approved construction documents, and any changes made during construction that are not in accordance with the approved construction documents shall be resubmitted for approval. 2: All permits, inspection record card and approved construction documents shall be kept at the site of work and shall be open to inspection by the Building Inspector until final inspection approval is granted. 3: The special inspections and verifications for concrete construction shall be as required by IBC Chapter 17, Table 1705.3. 4: The special inspections for steel elements of buildings and structures shall be required. All welding shall be done by a Washington Association of Building Official Certified welder. 5: Installation of high-strength bolts shall be periodically inspected in accordance with AISC specifications. 6: The special inspection of bolts to be installed in concrete prior to and during placement of concrete. 7: 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. 8: 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. 9: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 10: Structural Observations in accordance with I.B.C. Section 1709 is required. At the conclusion of the work included in the permit, the structural observer shall submit to the Building Official a written statement that the site visits have been made and identify any reported deficiencies which, to the best of the structural observer's knowledge, have not been resolved. 11: Masonry construction shall be special inspected. 12: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 13: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap the sanitary sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks, wells, and other excavations. Final inspection approval will be determined by the building inspector based on satisfactory completion of this requirement. 14: A Certificate of Occupancy shall be issued for this building upon final inspection approval by Tukwila building inspector. 15: 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. 16: All pipes penetrating floor/ceiling assemblies and fire -resistance rated walls or partitions shall be protected in accordance with the requirements of the building code. 17: The force for pushing or pulling open interior swinging egress doors, other than fire doors, shall not exceed 5 pounds (22 N). These forces do not apply to the force required to retract latch bolts or disengage other devices that hold the door in a closed position. For other swinging doors, as well as sliding and folding doors, the door latch shall release when subjected to a 15 -pound (67 N) force. The door shall be set in motion when subjected to a 30 -pound (133 N) force. The door shall swing to a full -open position when subjected to a 15 -pound (67 N) force. (IFC 1010.1.3) Swinging fire doors shall close from the full -open position and latch automatically. The door closer shall exert enough force to close and latch the door from any partially open position. (IFC 703.2.3) 18: 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 1008.3.5) 19: Manually operated flush bolts or surface bolts are not permitted. (IFC 1010.1.9.4) 20: Repair or replace the damaged exit sign located at 24: 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 "Ali Purpose" (3A, 40B:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (IFC 906.3) (NFPA 10, 5.4) 21: 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) 22: 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) 23: 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, 7.2, 7.3) 25: Maintain fire extinguisher coverage throughout. 26: Egress doors shall be readily openable from the egress side without the use of a key or special knowledge or effort. (IFC 1010.1.9) 27: 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) 28: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 29: 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 1010.1.9.1) 30: 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 1013.1) 31: 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 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 1013.6.1) 32: 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 1013.6.3) 33: 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 1008.3.5) 34: 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. 2436). 35: Sprinklers shall be installed under fixed obstructions over 4 feet (1.2 m) wide. (NFPA 13-8.6.5.3.3) 0 0 37: Fire protection systems shall be maintained in accordance with the original installation standards for that system. Required systems shall be extended, altered or augmented as necessary to maintain and continue protection whenever the building is altered, remodeled or added to. Alterations to fire protection systems shall be done in accordance with applicable standards. (IFC 901.4) 38: A fire alarm system is required for this project. The fire alarm system shall meet the requirements of N.F.P.A. 72 and City Ordinance #2437. 40: 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 #2437) 39: 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 #2437) (IFC 901.2) 41: An electrical permit from the City of Tukwila Building Department Permit Center (206-431-3670) is required for this project. 42: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) 43: The maximum flame spread class of finish materials used on interior walls and ceilings shall not exceed that set forth in Table No. 803.11 of the International Building Code. 44: 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) 45: 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 #2435) 46: 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 with Knox locking cap, and shall have a 1 1/4" Pentagon open -lift operating not. (City Ordinance #2052) 47: 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" distance) 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) 48: 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) 49: Private hydrants shall be all yellow. Hydrant color is to be "Rustoleum" #659 Yellow Gloss or Farwest #X- 3472 Case Yellow. 36: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2436 and #2437) 50: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 51: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575-4407. 52: ***PUBLIC WORKS PERMIT CONDITIONS*** 53: Schedule and attend a Preconstruction Meeting with the Public Works Department prior to start of work under this permit. To schedule, call Public Works at (206) 438-9350. 54: The applicant or contractor must notify the Public Works Inspector at (206) 433-0179 upon commencement and completion of work at least 24 hours in advance. All inspection requests for utility work must also be made 24 hours in advance. 55: Prior to construction, all utilities in the vicinity shall be field located. NOTE: For City of Tukwila utility locates, call 811 or 1-800-424-5555. 56: Permit is valid between the weekday hours of 7:00 a.m. and 10:00 p.m. only. Coordinate with the Public Works Inspector for any work after 5:00 p.m. and weekends. 57: No work under this permit during weekend hours without prior approval by Public Works. Coordinate with the Public Works Inspector. 58: Work affecting traffic flows shall be closely coordinated with the Public Works Inspector. Traffic Control Plans shall be submitted to the Inspector for prior approval. 59: The City of Tukwila has an undergrounding ordinance requiring the power, telecommunications, and cable service lines be underground from the point of connection on the pole to the house. 60: Flagging, signing and coning shall be in accordance with MUTCD for Traffic Control. Contractor shall provide certified flagmen for traffic control. Sweep or otherwise clean streets to the satisfaction of Public Works each night around hauling route (No flushing allowed). Notify Public Works Inspector before 12:00 Noon on Friday preceding any weekend work. 61: Any material spilled onto any street shall be cleaned up immediately. 62: Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation off-site or into existing drainage facilities. 63: 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. 64: The Land Altering Permit Fee is based upon an estimated 15 cubic yards of cut and 200 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. 65: From October 1 through April 30, cover any slopes and stockpiles that are 3H:1V 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. 66: 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. 67: The property owner is responsible for the maintenance of its storm drainage system and, for this purpose, shall have a maintenance plan in place and the responsibility for maintenance assigned prior to Public Works final. 68: Maintain emergency, pedestrian, and vehicular access to buildings, trails and transit at all times. 69: Pavement mitigation fees may apply to this permit. Amount estimated to be xxx sq. ft. x $xx.xx per sq. ft. = $x,xxx.xx. Final measurement to be made in the field by the Public Works Inspector prior to Public Works Final. 70: A bond or cash equivalent in the amount of 150% x cost of construction within the City right-of-way made out to the City of Tukwila for possible property damages caused by activites. 71: A copy of the Certificate of Insurance Coverage (minimum of $2,000,000 naming the City of Tukwila as additionally insured). 72: Prior to issuance of this permit Owner shall sign w/Notary a ROW Hold Harmless Agreement for work within the Public right-of-way. 73: All design elements on the building and the site, including landscaping must be completed prior to final occupancy. The city will not allow the design elements to be deferred, instead all items must be completed before final inspection. It is highly unlikely that the city will consider financial guarantee in lieu of completing the work. 74: Signs are not approved as part of this permit. A separate sign permit is required 75: A soils inspection is required after amending the soil, but before any plants are installed o 0 76: Prior to requesting a landscaping inspection please provide a landscaping affidavit from the landscape architect, stating that the landscaping was installed per approved plans. Landscape inspection can occur any time after the plants are planted. You do not need to wait until the end of the project to schedule the landscaping inspection. As part of the landscaping inspection you will need to verify that the irrigation system is working properly PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 5170 BACKFLOW - IRR 5190 BACKFLOW - WATER 1700 BUILDING FINAL** 1700 BUILDING FINAL** 5010 CHANNELIZATION/STP 5000 CURB, ACCESS, SDW 0611 EMERGENCY LIGHTING 5200 EROSION MEASURES 5210 EROSION MEASURES FNL 1400 FIRE FINAL 0409 FRAMING 5040 LAND ALTERING 5230 PAVING AND RESTORE 1500 PLANNING FINAL 1600 PUBLIC WORKS FINAL 1600 PUBLIC WORKS FINAL 5160 PUBLIC WORKS PRE -CON 0401 ROOF SHEATHING 0603 ROOF/CEILING INSUL 4046 SI-EPDXY/EXP CONC 4022 SI -MASONRY 4034 SI -METAL PLATE CONN 4028 SI-REINF STEEL -WELD 4039 SI -SEISMIC RESTIST 4025 SI -STEEL CONST 4026 SI-STRUCT STEEL 4004 SI -WELDING 4032 SI -WOOD CONST 5090 STORM DRAINAGE 5100 STREET USE 0601 WALL INSULATION 5120 WATER METER - EXEMPT 5130 WATER METER - PERM CITY OF TUt ILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 Jittp://www.TulcwilaWA.gov 01111 Building Pertnit No. r) 0 ?) Project No. Date Application Accepted: kL' Z^M`" 10 Date Application Expires;, (0 (For office use only) CONSTRUCTION PERMIT APPLICATION 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** SITE LOCATION Site Address: 243 MINKLER BLD. King Co Assessor's Tax No.: Suite Number: New Tenant: Tenant Name: LAM'S SEAFOOD MARKET 262304-9110 PROPERTY OWNER Name: KIMCO REALTY Address: .iao S ract�( 101 Scii�1''e i 1 1) E1i1 f City: joievue State: JA Zip: 1 ko to CONTACT PERSON - person receiving all project communication Name: LARA BARNES Address: 311 FIRST AVE. SOUTH City: SEATTLE State: WA zip: 98104 Phone: (206) 324-4800 Fax: Email: LARA BARNES@JACKSONMAIN.COM GENERAL CONTRACTOR INFORMATION Company Name: TBD Address: Address: 311 FIRST AVE. SOUTH City: SEATTLE State: WA zip: 98104 Phone: (206) 324-4800 Fax: City: State: Zip: Phone: Fax: Contr Reg No.: Exp Date: Tukwila Business License No.: H:\Applicatiom\FomwAppliations On Line\2011 Applicuiom\Permt Application Revised - 8-9-11.docc Revised: Aujust 2011 bb Flo Floor: Yes 12 ..No ARCHITECT OF RECORD Company Name: JACKSON MAIN ARCHITECTUIt Architect Name: MATT LAASE Address: 311 FIRST AVE. SOUTH City: SEATTLE State: WA zip: 98104 Phone: (206) 324-4800 Fax: Email: matt.laase@jacksonmain.com ENGINEER OF RECORD Company Name: SWENSON SAY FAGET Engineer Name: BLAZE BRESKO Address: 2124 THIRD AVENUE, SUITE 100 City: SEATTLE State: WA Zip: 98121 Phone: (206) 956-3735 Fax: Email: BBRESKO@SSFENGINEERS.COM LENDER/BOND ISSUED (required for projects $5;000 or greater per RCW 19.27.095) Name: N,A Prop.€ n lJ Aey Address: City: State: Zip: Page 1 of 4 BUII,,DING PERMIT INFORMATYT — 206-431-3670 Valuation of Project (contractor's bid price): $ 400,000 ' Existing Building Valuation: $ 51,220,500 Describe the scope of work (please provide detailed information): SCOPE CONSISTS OF ADDITION OF A NEW ENTRY STRUCTURE, AND EXTERIOR IMPROVEMENTS TO AN EXISTING RETAIL BUILDING IN THE PARKWAY SUPERCENTER SHOPPING CENTER. NEW INTERIOR WORK NOT IN SCOPE. Will there be new rack storage? ❑ Yes E.. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below 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: 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: 108 Compact: Handicap: 5 Will there be a change in use? 0 Yes 0 No If `fres", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: m Sprinklers 0 Automatic Fire Alarm 0 None 0 Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes 0 No If `yes', attach list of materials and storage locations on a separate 8-1/2"x 11" paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM 0 On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:\Applications\Forms-Applications On Line \2011 Applications\Permit Application Revised - 8-9-11.docx Revised: August 2011 bh Page 2 of 4 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC 1' Floor 27,942 795 III -B M rd Floor 3rd Floor Floors thru Basement Accessory Structure* 826 1 ' 1 t 1 V 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: 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: 108 Compact: Handicap: 5 Will there be a change in use? 0 Yes 0 No If `fres", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: m Sprinklers 0 Automatic Fire Alarm 0 None 0 Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes 0 No If `yes', attach list of materials and storage locations on a separate 8-1/2"x 11" paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM 0 On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:\Applications\Forms-Applications On Line \2011 Applications\Permit Application Revised - 8-9-11.docx Revised: August 2011 bh Page 2 of 4 Scope of Work (please provide detailed information): ENTRY DRIVE CURB AND DRIVE AISLE TO BE WIDENED. RELOCATION OF AN EXISTING FIRE HYDRANT. FILL AN EXISTING LOADING DOCK AND POUR A NEW PAD FOR AN EXTERIOR COOLER. NEW ENTRY/PATIO CONCRETE PAVEMENT. Call before you Dig: 811 Please refer to Public Works Bulletin #1 for fees and estimate sheet. Water District 0 ...Tukwila ❑ ... Water District #125 ❑ ...Water Availability Provided Sewer District 0 ...Tukwila ❑ ...Sewer Use Certificate ❑ .. Highline ❑ ... Valley View 0 .. Renton ❑ ...Sewer Availability Provided ❑ .. Renton ❑ .. Seattle Septic System: ❑ On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. Submitted with Application (mark boxes which apply): O ...Civil Plans (Maximum Paper Size — 22" x 34") ..• .Technical Information Report (Storm Drainage) 0 ...Bond 0 .. Insurance 0 .. Easement(s) ❑ .. Geotechnical Report ❑ .. Maintenance Agreement(s) ❑...Traffic Impact Analysis ❑ ...Hold Harmless — (SAO) ❑ ...Hold Harmless — (ROW) Proposed Activities (mark boxes that apply): ❑ ...Right-of-way Use - Nonprofit for less than 72 hours ❑ .. Right-of-way Use - Profit for less than 72 hours 0 ...Right-of-way Use - No Disturbance 0 .. Right-of-way Use — Potential Disturbance 0 ...Construction/Excavation/Fill - Right-of-way ❑ Non Right-of-way 0 0 ...Total Cut 25 cubic yards 0 .. Work in Flood Zone 0 ...Total Fill 185 cubic yards 0 .. Storm Drainage 0 ...Sanitary Side Sewer 0 .. Abandon Septic Tank ❑ .. Grease Interceptor 0 ...Cap or Remove Utilities 0 .. Curb Cut 0 .. Channelization 0 ...Frontage Improvements 0 .. Pavement Cut 0 .. Trench Excavation O ...Traffic Control 0 .. Looped Fire Line 0 .. Utility Undergrounding ..• .Backflow Prevention - Fire Protection Irrigation Domestic Water 2 0 ...Permanent Water Meter Size... 2 " WO # 0 ...Temporary Water Meter Size .. 1 " WO # 0 ...Water Only Meter Size WO # ❑ ...Sewer Main Extension Public 0 Private 0 0 ...Water Main Extension Public 0 Private 0 0 ...Deduct Water Meter Size FINANCE INFORMATION Fire Line Size at Property Line n/a Number of Public Fire Hydrant(s) 1 0 ...Water 0 ...Sewer 0 ...Sewage Treatment Monthly Service Billing to; Name: Day Telephone: Mailing Address: Water Meter Refund/Billing. Name: Mailing Address: City State Zip Day Telephone: City State Zip H:Upplications\Fornc-Applications On Line\2011 Applications\Perndt Application Revised - 8-9-11.docx Revised: August 2011 bh Page 3 of 4 PERMIT APPLICATION NOTES 44111111 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. 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). 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 OR AUTHORIZED AGENT: t Signature: i�j ,7ikA Q, --- Date: t Z 1 2-4-1 I Print Name: L COY Oi 9) flv feS Mailing Address: 3t1 V\ 5i . Se -\11 -in H:\Applications\Fonns-Applications On Line \2011 Applications\Pennit Application Revised - 8-9-11.docx Revised: August 2011 bh Day Telephone: 20 .o 32-14 - 't b 00 SPUglf WA (18iQN City State Zip Page 4 of 4 BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees PROJECT NAME Lams Market PERMIT # D18-0399 (0 1139'S Pk..,/y. 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. 1. APPLICATION BASE FEE 2. Enter total construction cost for each improvement category: Mobilization $10,000.00 Erosion prevention $5,000.00 Water/Sewer/Surface Water $5,000.00 Road/Parking/Access $30,000.00 A. Total Improvements 3. Calculate improvement -based fees: B. 2.5% of first $100,000 of A. $1,250.00 C. 2.0% of amount over $100,000, but less than $200,000 of A. D. 1.5% of amount over $200,000 of A. 4. TOTAL PLAN REVIEW FEE (B+C+D) $ 1,250.00 (4) $50.000.00 $250 (1) 5. Enter total excavation volume 15 cubic yards Enter total fill volume 200 cubic yards Use the following table to estimate the grading plan review fee. Use the eater of the excavation and fill volumes. CORR .CT ION LTR# 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 1ST 10,000, PLUS $24.50 for each additional 10,000 or fraction thereof. 100,001 —200,000 $269.75 for 1ST 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 Fees 37.00 (5) TOTAL PLAN REVIEW FEE DUE WITH PERMIT APPLICATION (1+4+5) $ 1,537.00 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. Approved 09.25.02 Last Revised 02/21/17 1 o'-p�yI't fEcElvEn CITY OF TUKWILA APR 11 2019 PERMIT CENTER 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) $ 1,250.00 (6) 7. Pavement Mitigation Fee (1-_Vjt.,) $ 0.00 (7) 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 Issuance/Inspection Fee Grading Permit Fees are calculated using the following table. Use the greater of the excavation and fill volumes from Item 5. 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 1St 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 10,000 or fraction thereof. 9. Technology Fee (5% of 6+8) Approved 09.25.02 Last Revised 02/21/17 2 .300 (8) BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees 10. TOTAL OTHER PERMITS A. Water Meter - Deduct ($25) B. Flood Control Zone ($52.50 - includes Technology Fee) C. Water Meter - Permanent* D. Water Meter - Water only* E. Water Meter - Temporary* * Refer to the Water Meter Fees in Bulletin Al 29 25 Total A through E $ Z $ 5a i (9) 11. 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 $ I. Other Fees $ 5 l i 32% C✓tsc,,E_ UlA.z_ ftu ifirJe-4- Total A through I $ 51 32-g (10) DUE WHEN PERMIT IS ISSUED (6+7+8+9+10+11) $ 551 .s4-7 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 $70.00 per inspection. Approved 09.25.02 Last Revised 01.01.19 Temporary Meter 0.75" $300 2.5" $1,500 3 WATER METER FEE Permanent and Water Only Meters Size (inches) Installation Cascade Water Alliance RCFC 01.01.2019 -12.31.2019 Total Fee 0.75 $625 $6,416 $7,041 1 $1125 $16,040 $17,165 1.5 $2425 $32,080 $34,505 2 v $2825 N/ $51,328 v $54,153 3 $4425 $102,656 $107,081 4 $7825 $160,400 $176,050 6 $12525 $320,800 $333,325 Approved 09.25.02 Last Revised 01.01.19 Temporary Meter 0.75" $300 2.5" $1,500 3 DESCRIPTIONS ACCOUNT QUANTITY D18-0399 Address: 243 MINKLER BLVD Apn: 2623049110 PAID $1,500.00 $1,500.00 $1,500.00 $1,500.00 $1,500.00 PUBLIC WORKS PW BONDS/DEPOSITS TOTAL FEES PAID BY RECEIPT: R20632 B000.239.100 0.00 Date Paid: Thursday, April 30, 2020 Paid By: LAM'S SEAFOOD MARKET Pay Method: CHECK 7302 Printed: Thursday, April 30, 2020 10:38 AM 1 of 1 Cash Register Receipt City of Tukwila DESCRIPTIONS PermitTRAK ACCOUNT I QUANTITY I PAID $72.10 D18-0399 Address: 17348 SOUTHCENTER PKWY Apn: 2623049110 $72.10 Credit Card Fee $2.10 Credit Card Fee R000.369.908.00.00 0.00 $2.10 DEVELOPMENT $70.00 ADDITIONAL PLAN REVIEW R000.345.830.00.00 1.00 $70.00 • Date Paid: Wednesday, August 14, 2019 Paid By: TTG LLC Pay Method: CREDIT CARD 280019 Printed: Wednesday, August 14, 2019 3:09 PM 1 of 1 CRWSYSTEMS 4 CO TUKWILA ETRAKIT 6200 SOUTHCENTER BLVD TUKWILA, WA 98188 206-433-1870 CITY OF TUKWILA 0017340000802374464500 Date: 08/14/2019 03:08:32 PM CREDIT CARD SALE MASTERCARD CARD NUMBER: **********9198 K TRAN AMOUNT: $72.10 APPROVAL CD: 280019 RECORD #: 000 CLERK ID: kandace X {CARDHOLDER'S SIGNATURE} I AGREE TO PAY THE ABOVE TOTAL AMOUNT ACCORDING TO THE CARD ISSUER AGREEMENT (MERCHANT AGREEMENT IF CREDIT VOUCHER) Thank you! Merchant Copy Cash Register Receipt City of Tukwila Receipt Number DESCRIPTIONS 1 ACCOUNT QUANTITY PAID PermitTRAK $64,764.80 D18-0399 Address: 17348 SOUTHCENTER PKWY Apn: 2623049110 $64,764.80 2 INCH $54,153.00 CONNECTION CHARGE R401.379.002.00.00 0.00 $400.00 METER/INSTALL DEPOSIT B401.245.100 0.00 $2,350.00 WATER METER PLAN REVIEW R000.345.830.00.00 0.00 $10.00 WATER METER INSPECTION R401.342.400.00.00 0.00 $15.00 WATER TURN -ON FEE R401.343.405.00.00 0.00 $50.00 CASCADE WATER ALLIANCE B640.237.500 0.00 $51,328.00 DEVELOPMENT $9,911.65 STRUCTURAL CONSULTANT R000.345.830.01.00 0.00 $1,221.35 PERMIT FEE R000.322.100.00.00 0.00 $5,368.57 PLAN CHECK FEE R000.345.830.00.00 0.00 $796.73 WASHINGTON STATE SURCHARGE B640.237.114 0.00 $25.00 PW PERMIT ISSUANCE/INSPECTION FEE R000.342.400.00.00 0.00 $1,250.00 PW CONSTRUCTION PLAN REVIEW R000.345.830.00.00 0.00 $1,250.00 PUBLIC WORKS $341.50 BASE APPLICATION FEE R000.322.100.00.00 0.00 $250.00 GRADING PLAN REVIEW R000.345.830.00.00 0.00 $37.00 GRADING PERMIT ISSUANCE R000.342.400.00.00 0.00 $54.50 TECHNOLOGY FEE $333.65 TECHNOLOGY FEE R000.322.900.04.00 0.00 $333.65 WATER METER $25.00 DEDUCT METER INSTALL FEE TOTAL FEES PAID BY RECEIPT: R17494 R000.322.100.00.00 0.00 $25.00 $64,764.80 Date Paid: Friday, April 26, 2019 Paid By: TTG LLC Pay Method: CHECK 5482 Printed: Friday, April 26, 2019 8:50 AM 1 of 1 CR SYSTEMS Cash Register Receipt City of Tukwila DESCRIPTIONS I ACCOUNT QUANTITY PAID PermitTRAK $2,692.84 D18-0399 Address: Apn: $2,692.84 DEVELOPMENT $2,692.84 PLAN CHECK FEE TOTAL FEES PAID BY RECEIPT: R16222 R000.345.830.00.00 0.00 $2,692.84 $2,692.84 Date Paid: Monday, December 24, 2018 Paid By: KIR TUKWILA Pay Method: CHECK 1002689 Printed: Monday, December 24, 2018 11:22 AM 1 of 1 CRWSYSTEMS City of Tukwila Department of Public Works 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-433-0179 Fax: 206-431-3665 Web site: http://www.TukwilaWA.gov WATER METER INFORMATION Parcel No: 2623049110 Address: 243 MINKLER BLVD Applicant: LAM'S SEAFOOD MARKET Permit Number: D18-0399 Issue Date: 4/26/2019 Permit Expires On: 3/14/2020 DESCRIPTION OF WORK: SCOPE CONSITS OF ADDITION OF A NEW ENTRY STRUCTURE, AND EXTERIOR IMPROVEMENTS TO AN EXISTING RETAIL BUILDING IN THE PARKWAY SUPERCENTER SHOPPING CENTER. NEW INTERIOR WORK NOT IN SCOPE. ENTRY DRIVE CURB AND DRIVE AISLE TO BE WINDED. RELOCATION OF AN EXISTING FORE HYDRANT. FILL AN EXISTING LOADING DOCK AND POUR A NEW PAD FOR AN EXTERIOR COOLER. NEW ENTRY/PATIO CONCRETE PAVEMENT. PUBLIC WORKS ACTIVITIES INCLUDE: EROSION CONTROL, LAND ALTERING, STREET ACCESS, STRIPING, CROSSWALKS, ADA RAMPS, SIDEWALK, STORM DRAINAGE, PAVING, PAVEMENT CUT, SANITARY SEWER, DOMESTIC WATER W/BACKFLOW RPPA IN HOT BOX, FIRE HYDRANT, GREASE INTERCEPTOR / GREASE TRAPS, TRAFFIC CONTROL, AND STREET USE. METER #1 METER #2 METER #3 Water Meter Size: 2" 1" Water Meter Type: PERM DEDUCT Work Order Number: 21940101 Connection Charge: $400.00 $0.00 $0.00 Installation: $2,350.00 $0.00 $0.00 Plan Check Fee: $10.00 $0.00 $0.00 Inspection Fee: $15.00 $0.00 $0.00 Turn on Fees: $50.00 $0.00 $0.00 Subtotal: $2,825.00 $0.00 $0.00 Cascade Water Alliance (RCFC): $51,328.00 $0.00 $0.00 TOTAL WATER FEES: $54,153.00 INSPECTION RECORD Retain a copy with permit ��3q INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: L1_'i ell Address: 2 11%k Special Instructfons: Type of Inspections Date Called: Date Wanted: Requester: 4(04 a.m. p.m. Phone No: Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: ‘„< zit/ 664.16 Dfog/Z-z) n REINSPECTION FEE REQUIRED. Prior to next inspectio . fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. Inspector: Date: 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) 438-9350 DI -339 Project: ► s 5� Approved Inspection:� Type of '!, �s� Address: .21,3 47/lig 346 Date Called: Special Instructions: lG fivkivi A16- Date Wanted: /2-31-1 a.m. p.m. Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: rn ofd-& 6 ,?Y1 ,,v vOC, Ce-3A/D t3 - Inspector: Date: 3/-/q 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 Di 8.031.? INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 43.1-3670 Permit Inspection Request Line (206) 438-9350 Project: /AVM !.iSeol,of Type of Inspectin: Address: Zii3 or lee byi Date Called: Special Instructions: Date Wanted: %Z'Zt'o "lupi a,m. p.m. Requester: Phone No: Approved per applicable codes. COMMENTS: A 4 Corrections r • • .rior to approval. yrs (-1 aLL PLuv& l'tazo, w Inspector:\--&'- Date: Z-67:7,61 REINSPECTION FEE REQUIRED. Prior to next inspection, fee m/A5 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) 438-9350 tI 3-039i Project: Lr4M5 Se,cJ f � Type of Inspection: S L Ij,,(,egi n Address:t) !734/1',41, ,10 8eret-xj" ,SiJ,. s1ec1 C 5+ Special Instructions: Date Wanted: a.m. p.m. Requester: Phone No: Approved per applicable codes. El Corrections required prior to approval. COMMENTS: ST , lLe-1di,v A 11. 84e 1 amdruactO 5-11 i t c e l .1tatel Ox-- est KirtN7-an /o/IC2 InspectelSDD Date: ioi9 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 NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 bi?'-0579 Project: L s sE4D /1RiY1;T Type of Ins ection: r N. . Address: -3 , M feux O' Date Called: Special Instructions: Date Wanted: /Zs/9 a.m. p.m. Requester: Phone No: ElApproved per applicable codes. El Corrections required prior to approval. COMMENTS: Inspector: Date: /Z-5:/9 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 bte ez557 INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: L.. MI tr,criL /a r Type of Inspection:, Lao/ t' Address: Date Called: Special Instructions: Pae _ �/� Da0 Wanted: !-Z -i9 c-rir p.m. Requester: Phone NoW 0 3 579 74f pproved per applicable codes. Corrections required prior to approval. 1 COMMENTS: JN Inspector: Date: ‘,12/ REINSPE ON F REQUIRED. Prior to next inspection. fee must be paid at 6 00 Southcenter Blvd.. Suite 100. Call to schedule reinspection. -r F TECHNICAL INFORMATION REPORT Lam's Seafood Market Tukwila, WASHINGTON 03/22/20/9 December 20, 2018 Revised March 22, 2019 REVIEWED FOR CODE COMPLIANCE APPROVED AP 2 5 2019 City of Tukwila BUILDING DIVISION Prepared for: City of Tukwila 6300 Southcenter Blvd Tukwila, WA 98188 CORRECTION LTR# 1 RECEIVED CITY OF TUKWILA APR 11 2019 PERMIT CENTER Reviewed by: Jerelle Taflin, P.E., TEED AP Principal jtaflin@navixeng.com NAVIX 11235 s e 6'h street tet ,r1 he'evue.w 48004 n avixeng.co m t 4)5.453.'_x501 f 425.453.8208 infaLnavir,crg.corn DL% 6399 TABLE OF CONTENTS SECTION PAGE PROJECT OVERVIEW 2 1. TIR WORKSHEET 8 2. SITE LOCATION 13 3. DRAINAGE BASIN, SUBBASINS, AND SITE CHARACTERISTICS 14 CONDITIONS AND REQUIREMENTS SUMMARY 15 OFFSITE ANALYSIS 20 FLOW CONTROL, LID, AND WATER QUALITY FACILITIES ANALYSIS AND DESIGN 32 1. EXISTING SITE HYDROLOGY 32 2. DEVELOPED SITE HYDROLOGY 33 3. FLOW CONTROL FACILITIES 34 4. WATER QUALITY FACILITIES 34 5. 100 -YEAR FLOOD FIRM MAP/OVERFLOW CONDITION 35 CONVEYANCE SYSTEM ANALYSIS AND DESIGN 36 SPECIAL REPORTS AND STUDIES 37 OTHER PERMITS 37 CSWPP ANALYSIS AND DESIGN 38 ESC PLAN ANALYSIS AND DESIGN (PART A) 38 1. EROSION RISK ASSESSMENT 38 2. CONSTRUCTION SEQUENCE AND PROCEDURE 38 3. TRAPPING SEDIMENT 38 4. WET WEATHER TESC 39 SWPPS PLAN DESIGN (PART B) 39 BOND QUANTITIES, FACILITY SUMMARIES, AND DECLARATION OF COVENANT 44 OPERATION AND MAINTENANCE GUIDELINES 45 APPENDIX: A — EXHIBITS: EXISTING AND PROPOSED CONDITIONS B — CSWPPP WORKSHEETS C — WWHM2012 REPORT NAVIX Lam's Seafood Market —Tukwila, WA Page 1 PROJECT OVERVIEW DESIGN CRITERIA The stormwater management facilities have been designed to the 2016 King County Surface Water Design Manual (2016 Manual) per the 2010 City of Tukwila Infrastructure Design and Construction Standards. 2016 MANUAL REQUIREMENTS Duration Analysis: Conservation Flow Control 2 -year: Reduce to 1/2 pre -developed duration 50 -year: Match predeveloped Water Quality Menu: N/A Downstream Analysis: 1/4 mile Since the project proposes more than 2,000 SF of new plus replaced impervious area, a Full Drainage Review will be required. EXISTING CONDITIONS The project site is located at 17300 Southcenter Pkwy, Tukwila, WA. The site consists of three parcels, #2623049110, #2623049079, and #8835100000; the City of Tukwila zoning designation is Tukwila Urban Center — Commercial Corridor (TUCC-CC) and Tukwila Urban Center — Workplace (TUCC-WP). The combined parcel area is approximately 28.06 acres in size and is currently developed with a shopping center, parking lot access, and parking lots. The project site disturbs approximately 0.30 acres of this parcel area and affects the northeast corner of the shopping center at the vacant Big Lots tenant space. See Figure 1 for Existing Conditions Map. Building and parking lot access driveway Figure 1: Existing Conditions Map NAVIX Lam's Seafood Market—Tukwila, WA Page 2 The project site is bordered to the north by Minkler Boulevard, to the west by Scrubs & Beyond, to the south by Party City, and to the east by a parking lot. The site is currently a shopping center with adjacent access and parking that is flat, gently sloping from west to east from elevation 26 feet to elevation 25 feet. Stormwater currently flows to catch basins located in parking lot and landscape areas. r Per the NCRS soil map, the soil on-site is classified as' 100% urban land (Ur). See Figure 2 below for NRCS Soils Map. %km. dot Area of interest Figure 2: NRCS Soils Map Per the 2010 City of Tukwila Infrastructure Design and Construction Standards, the project site is within a Level 2 Conservation to Existing Area region. This area requires flow control facilities. Please see response to Core Requirement #3 in this report. PRE -DEVELOPMENT STORMWATER RUNOFF Stormwater on-site is routed through three systems. Please see below for a general description of each system, and the downstream analysis section of this report for detailed analysis and pictures of affected conveyance systems. NAVIX Lam's Seafood Market—Tukwila, WA Page 3 Conveyance Figure 3: Pre -Development Stormwater Runoff Map Conveyance System 1: Runoff from Minkler Blvd and area north of the existing building is collected by catch basins located south the existing sidewalk and is routed westerly by 8 -inch storm pipe to the intersection of Minkler Blvd and Southcenter Pkwy. From there, stormwater is routed northerly across Minkler Blvd to a 54 -inch storm pipe running east under Minkler Blvd. The stormwater travels east to the intersection of Minkler Blvd and Andover Park W where it enters a drainage ditch on the southern side of Minkler Blvd, where it is conveyed by ditch flow to its outfall into Green River. See the downstream analysis provided in this report for more detail. Conveyance System 2: Runoff flows across driveway and parking area to an open -grate catch basin located in the center of the existing entrance to the site, approximately 60 feet from Minkler Blvd. The stormwater is routed by 12 -inch pipe southerly to the end of the 1/4 mile analysis, located directly behind Ross Dress for Less. Please see the downstream analysis provided in this report for more detail. The discharge location of this pond is unknown. Conveyance System 3: Stormwater runoff from the parking area east of the existing building, directly adjacent to Minkler Blvd, is routed to the open -grate catch basin located in the center of lot. The stormwater is conveyed easterly to the stormwater detention pond located at the east side of the parking lot (densely vegetated area). DEVELOPED CONDITIONS The proposed development consists of an addition of a new entry structure at the northeast corner of the existing building, an outdoor cooler, an outdoor plaza area, new canopied areas along the eastern face of building, site improvements in the parking lot, and widening of the Minkler Blvd entrance, and two new ADA stalls. Utilities will be rerouted to serve the new Lam's Market. NAVIX Lam's Seafood Market —Tukwila, WA Page 4 The existing on-site drainage system will remain in place but will be modified for the addition of an area drain and two cleanouts to pick up stormwater runoff from the building roof routed to downspouts at the new entrance. Splash blocks will be utilized at the cooler canopy for infiltrating into the landscape area adjacent to the proposed sidewalk along the eastern face of building. Outdoor plaza area will utilize chain downspouts for infiltrating into the landscape area. See Figure 4 for the Proposed Conditions Map. New outdoor plaza area under canopy New entry structure New canopied area New canopied area above cooler New ADA stalls Generator pad Figure 4: Proposed Conditions Map POST -DEVELOPMENT STORMWATER RUNOFF Stormwater will be managed on the project site in accordance with the standards of the 2016 King County Surface Water Design Manual per the 2010 City of Tukwila Infrastructure Design and Construction Standards. On-site stormwater runoff from the proposed development will be collected and transported via improvements tied into existing Conveyance System 1 and Conveyance System 2. Roof runoff from the building entry feature will be collected in a roof drainage system and conveyed to the on-site drainage system via tight -line pipe. Runoff from the entrance plaza is conveyed to an area drain located at a low -point in the plaza that will convey stormwater into existing Conveyance System 1. See Figure 5 for plaza area drainage. NAVIX Lam's Seafood Market—Tukwila, WA Page 5 ■ Roof drainage conveyed into Conveyance System 1 by downspouts and tight -line pipe d IMP Area drain located at low -point in plaza. Drainage conveyed to Conveyance System 1 Figure 5: Plaza Area Drainage Runoff from the widened driveway will be conveyed to a new type 1 catch basin located in the entrance to the parking area. This runoff will be conveyed into existing Conveyance System 2. Runoff from other improvement areas will maintain existing flow characteristics and parking areas will continue to flow to the same locations. See Figure 6 below for Post -Development Stormwater Runoff Map. Pipe flow direction (typ) Area Drain, Connection to Conveyance System 1 Canopy runoff to chain downspouts Connection to Conveyance System 1 Downspouts Canopy runoff to splashblocks Canopy runoff to splashblocks Figure 6: Post -Development Stormwater Runoff Map NAVIX Lam's Seafood Market—Tukwila, WA Page 6 See below for Technical Information Report Worksheet, provided in accordance to the 2010 City of Tukwila Infrastructure Design and Construction Standards and the 2016 King County SWDM. NAVIX Lam's Seafood Market—Tukwila, WA Page 7 KING COUNTY, WASHINGTON, SURFACE WATER DESIGN MANUAL TECHNICAL INFORMATION REPORT (TIR) WORKSHEET Part 1 PROJECT OWNER AND PROJECT ENGINEER Project Owner Kimco Realty Phone (425) 373-3509 Address 4065 Factoria Mall SE. Suite F10 Bellevue, WA 98006 Project Engineer Jenelle Taflin, P.E. Company Navix Engineering Phone (425) 458-7896 Part 3 TYPE OF PERMIT APPLICATION ❑ Landuse (e.g.,Subdivision / Short Subd. / UPO) 0 Building (e.g.,M/FCommercial FR) 0 Clearing and Grading 0 Right -of -Way Use 0 Other Public Works Permit Part 2 PROJECT LOCATION AND DESCRIPTION Project Name Lam's Seafood Market DPER Permit # N/A Location Township Range 4E Section Site Address 17300 Southcenter Pkwy 23N 26 Tukwita. WA 98188 Part 4 OTHER REVIEWS AND PERMITS ❑ DFW HPA ❑ COE 404 ❑ DOE Dam Safety ❑ FEMA Floodplain ❑ COE Wetlands ❑ Other O Shoreline Management O Structural RockeryNault/ 0 ESA Section 7 Part 5 PLAN AND REPORT INFORMATION Technical Information Type of Drainage Review (check one): Date (include revision dates): Date of Final: Report O 40 0 Targeted ❑ Simplified 0 Large Project 0 Directed Site Improvement Plan (Engr. Plans) 0 tito Plan Type (check one): 0 Modified 0 Simplified Date (include revision dates): Date of Final: Part 6 SWOM ADJUSTMENT APPROVALS Type (circle one): Standar/ Experimental / Blanket Description: (include conditions in TIR Section 2) Approved Adjustment No. Date of Approval: 2016 Surface Water Design Manual 4;24)2016 NAVIX Lam's Seafood Market —Tukwila, WA Page 8 ICING COUNTY. WASHINGTON. SURFACE. WATER DESIGN MANUAL TECHNICAL INFORMATION REPORT (TIR) WORKSHEET Part 7 MONITORING REQUIREMENTS Monitoring Required: Start Date: Yes No Describe: Completion Date: Re: KCSWDM Adjustment No. Part 8 SITE COMMUNITY AND DRAINAGE BASIN Community Plan : NIA Special District Overlays: Drainage Basin: Lower Green River - West Stormwater Requirements: No special requirements Part 9 ONSITE AND ADJACENT SENSITIVE AREAS ❑ River/Stream N/A ❑ Steep Slope NIA ❑ Lake NIA ❑ Erosion Hazard N/A ❑ Wetlands N/A ❑ Landslide Hazard N/A ❑ Closed Depression N/A ❑ Coal Mine Hazard N/A ❑ Floodplain NIA ❑ Seismic Hazard N/A ❑ Other 13 Habitat Protection N/A Part 10 SOILS Soil Type Urban Land Slopes Flat Erosion Potential Low ❑ High Groundwater Table (within 5 feet) ❑ Sole Source Aquifer ❑ Other ❑ Seeps/Springs ❑ Additional Sheets Attached 2016 Surface Water Design Manual 2 4124f2016 NAVIX Lam's Seafood Market—Tukwila, WA Page 9 KING COUNTY. WASHINGTON. SURFACE WATER DESIGN MANUAL TECHNICAL INFORMATION REPORT (TIR) WORKSHEET Part 11 DRAINAGE DESIGN LIMITATIONS REFERENCE ❑ Core 2 — Offsite Analysis ❑ Sensitive/Critical Areas ❑ SEPA LIMITATION / SITE CONSTRAINT N/A N/A N/A • LID Infeasibility N/A ❑ Other ❑ Additional Sheets Attached Part 12 TIR SUMMARY SHEET (provide one TIR Summary Sheet per Threshold Discharge Area) Threshold Discharge Area: Lower Green River - West (name or description) Core Requirements (all 8 apply): Discharge at Natural Location Number of Natural Discharge Locations: 2 Offsite Analysis Level: 41Epri 2 / 3 dated: 12/20/2018 Flow Control (include facility Level: 1 ( ) 3 or Exemption Number TBD summary sheet) Flow Control BMPs Conveyance System Spill containment located at: Erosion and Sediment Control / CSWPP/CESCUESC Site Supervisor: TBD Construction Stormwater Contact Phone: TBD Pollution Prevention After Hours Phone: TBD Maintenance and Operation Responsibility (circle one): (Privaty Public If Private, Maintenance Log Required: cg, No Financial Guarantees and Provided: CI) No Liability Water Quality (include facility Type (circle one): Basic / Sens. Lake / Enhanced Basic / Bog summary sheet) or Exemption No. TBD Landscape Management Plan: Yes ,01 Special Requirements (as applicable): Area Specific Drainage Type: CDA / SDO / MDP / BP / LMP / Shared Fac. (Non Requirements Name: Floodplain/Floodway Delineation Type (circle one): Major / Minor / Exemption / CD 100 -year Base Flood Elevation (or range): Datum: Flood Protection Facilities Describe: N/A 2016 Surface Water Design Manual 3 4E24:20I6 NAVIX Lam's Seafood Market —Tukwila, WA Page 10 KING COUNTY. WASHINGTON. SURFACE WATER DESIGN MANUAL TECHNICAL INFORMATION REPORT (TIR) WORKSHEET Part 12 TIR SUMMARY SHEET (provide one TIR Summary Sheet per Threshold Discharge Area) Source Control Describe land use: Commercial (commercial / industrial land use) Describe any structural controls: Canopies drain to adjacent landscape strips, PGIS on-site significantly reduced. Oil Control High -use Site: Yes CIO Treatment BMP: Io) Maintenance Agreement: Yes CL whom? Other Drainage Structures Describe: Chain downspouts, spiashbtocks, cleanouts, area drain, catch basin, conveyance pipes Part 13 EROSION AND SEDIMENT CONTROL REQUIREMENTS MINIMUM ESC REQUIREMENTS Type/Description MINIMUM ESC REQUIREMENTS DURING CONSTRUCTION Type/Description AFTER CONSTRUCTION 0 Clearing Limits 0 Stabilize exposed surfaces 0 Cover Measures Splashblocks/Chain 0 Remove and restore Temporary ESC Facilities 0 Perimeter Protection 0 Clean and remove all silt and debris, ensure 0 Traffic Area Stabilization operation of Permanent Facilities, restore operation of Flow Control BMP Facilities as 0 Sediment Retention necessary 0 Surface Water Collection 0 Flag limits of SAO and open space preservation 0 Dewatering Control areas 0 Dust Control 0 Other 0 Flow Control ❑ Protection of Flow Control BMP Facilities (existing and proposed) 0 Maintain BMPs / Manage Project Part 14 STORMWATER FACILITY DESCRIPTIONS (Note: Include Facility Summary and Sketch) Flow Control Type/Description Water Quality Type/Description 0 Detention 0 Infiltration 0 Regional Facility 0 Shared Facility 0 Flow Control BMPs ❑ Other ❑ Vegetated Flowpath ❑ Wetpool ❑Filtration 0 Oil Control 0 Spill Control ❑ Flow Control BMPs ❑ Other Splashblocks/Chain downspouts 2016 Surfacc Water llcsien Manual 4 4124/2016 NAVIX Lam's Seafood Market —Tukwila, WA Page 11 KING COUNTY, WASHINGTON, SURFACE WATER DESIGN MANUAL TECHNICAL INFORMATION REPORT (T1R) WORKSHEET Part 15 EASEMENTS/TRACTS Part 16 STRUCTURAL ANALYSIS ❑ Drainage Easement 0 Covenant 60' Building Covenant (Rec. No. 7210200584) ❑ Native Growth Protection Covenant ❑ Tract O Other Electric, railroad. road, utility ❑ Cast in Place Vault ❑ Retaining Wall ❑ Rockery > 4' High O Structural on Steep Slope 0 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 information provided here is accurate. Signod/Dato 2016 Surface Watcr Design Manual 4124/2016 5 NAVIX Lam's Seafood Market—Tukwila, WA Page 12 SITE LOCATION vTTLE GEORGE'OWN DEIF I DG E White Center Seattle -Tacoma International Airport Normandy Park GOl.uMBIA CITY SeaTac A1LENTO N Mercer Island Bryn Mawr -Skyway Renton Tukwila Oriilia Newcastle Cascade -F airwoo f East Hill -Meridian Figure 7: Vicinity Map Location: 17300 Southcenter Pkwy, Tukwila, WA 98188 Section, Township, Range: SW % of SE %, SEC. 26, TOWNSHIP 23N, RANGE 04E, W.M. Parcel/Tax Lot: 2623049110, 2623049079, 8835100000 Size: 28.06 acres (Full parcel); 0.30 acres (Total on- and off-site area of disturbance) City, County, State: Tukwila, King County, Washington Governing Agency: City of Tukwila NAVIX Lam's Seafood Market—Tukwila, WA Page 13 DRAINAGE BASIN, SUBBASINS, AND SITE CHARACTERISTICS DRAINAGE BASIN The projects site is located within the Lower Green River — West drainage basin. There are no special stormwater management requirements for this drainage basin. SUBBASINS One sub basin is present in the existing conditions. Seattle.' Tacoma acoma nteniational Airport - PROJECT SITE Li V n1 Strand ci 8ivd (3 of 3) 4 In X Drainase basin: Lower Green River - West . e7. }le... a .. ill'.l`c^_:1;.. - C: reo ry:'.:. L,t,ona is L- 1,--1 Kent 1 cet- St 21 Gut 1 ('I`Ie, Ne/(Pare'f TL Figure 8: Drainage Basin Map NAVIX Lam's Seafood Market —Tukwila, WA Page 14 CONDITIONS AND REQUIREMENTS SUMMARY As required by the 2016 King County Surface Water Design Manual, this project is subject to a Full Drainage Review. Therefore, the storm drainage design for this project is required to comply with, or explain exemptions for, all nine (9) Core Requirements as well as all five (5) Special Requirements. The applicable requirements have been met as follows: CORE REQUIREMENTS Core Requirement #1: Discharge at Natural Location All surface and storm water runoff from a project must be discharged at the natural location so as not to be diverted onto or away from downstream properties. The manner in which runoff is discharged from the project site must not create a significant adverse impact to downhill properties or drainage systems. Response: Runoff will be collected on site and discharged to into the existing conveyance system, to which the site currently discharges. No downstream impacts are anticipated. Core Requirement #2: Offsite Analysis All proposed projects must submit an offsite analysis report that assesses potential offsite drainage impacts associated with development of the project site and propose appropriate mitigations of those impacts. The initial permit submittal shall include, at a minimum, a Level 1 downstream analysis as described in Section 1.2.2.1 of the 2016 Manual. Response: A Level 1 Downstream Analysis was completed for this project. See the Offsite Analysis section for details. Core Requirement #3: Flow Control Facilities All proposed projects, including redevelopment projects, must provide onsite flow control facilities to mitigate the impacts of storm and surface water runoff generated by new impervious surface, new pervious surface, and replaced impervious surface targeted for flow mitigation as specified in the following sections. Flow control facilities must be provided and designed to perform as specified by the area -specific flow control facility requirement in Section 1.2.3.1 and in accordance with the applicable flow control facility implementation requirements in Section 1.2.3.2. Response: Per the 2010 City of Tukwila Infrastructure Design and Construction Standards Drainage Basins and Flow Control Standards map, the project site falls within the Level 2 Conservation to Existing Flow Control Area. Stormwater management facilities within the Conservation Flow Control Area must comply with the Level 2 Flow Control standard, which requires that developed discharge durations match predeveloped durations for the range of predeveloped discharge rates from 50% of the 2 -year peak flow up to the full 50 -year peak flow. In addition, developed peak discharge rates must match the predeveloped peak discharge rates for the 2- and 10 -year return periods. According to the 2010 City of Tukwila Infrastructure Design and Construction Standards, flow control may be waived for any threshold discharge area in which there is no more than a 0.1 CFS difference in the sum of developed 100 -year peak flows for those target surfaces subject to this requirement, and the sum of existing site conditions 100 -year peak flows for the same surface areas. NAVIX Lam's Seafood Market—Tukwila, WA Page 15 The proposed development will decrease the 100 -year peak flows from 0.216 CFS to 0.206 CFS, a difference of 0.010 CFS. Therefore, the project meets the exemption criteria and flow control will not be required. Core Requirement #4: Conveyance System All engineered conveyance system elements for proposed projects must be analyzed, designed, and constructed to provide a minimum level of protection against overtopping, flooding, erosion, and structural failure as specified in Sections 1.2.4.1, 1.2.4.2, and 1.2.4.3 of the 2016 Manual. Response: Please see the Conveyance System Analysis and Design section of this report. Core Requirement #5: Construction Stormwater Pollution Prevention All proposed projects that will clear, grade, or otherwise disturb the site must provide erosion and sediment controls to prevent, to the maximum extent practicable, the transport of sediment from the project site to downstream drainage facilities, water resources, and adjacent properties. All proposed projects that will conduct construction activities onsite or offsite must provide stormwater pollution prevention and spill controls to prevent, reduce, or eliminate the discharge of pollutants to onsite or adjacent stormwater systems or watercourses. To prevent sediment transport and pollutant discharges as well as other impacts related to land -disturbing and construction activities, Erosion and Sediment Control (ESC) measures and Stormwater Pollution Prevention and Spill Control (SWPPS) measures that are appropriate to the project site must be applied through a comprehensive Construction Stormwater Pollution Prevention (CSWPP) plan as described in Sections 1.2.5.1 and 1.2.5.3 and shall perform as described in Section 1.2.5.2. In addition, these measures, both temporary and permanent, shall be implemented consistent with the requirements in Section 1.2.5.3 that apply to the proposed project. Response: Construction stormwater pollution prevention measures as outlined in the 2016 Manual are an integral part of the project construction documents. These measures will include methods to reduce erosion of on-site site' soils and to prevent sediment from inadvertently leaving the project site, such as straw wattles, inlet protection, and marking clearing limits. Erosion and sediment control measures will be designed in conformance with the 2016 Manual requirements. A temporary erosion and sediment control plan is included in this submittal. Core Requirement #6: Maintenance and Operations Maintenance and operation of all drainage facilities is the responsibility of the applicant or property owner, except those facilities for which King County is granted an easement, tract, or right-of-way and officially assumes maintenance and operation. Drainage facilities must be maintained and operated in compliance with King County Maintenance Standards. Response: An Operations and Maintenance Manual is included in Appendix B of this report. Core Requirement 117: Financial Guarantees and Liability All drainage facilities constructed or modified for projects (except flow control facilities to be privately maintained) must comply with the financial guarantee requirements and the liability requirements of King County. There are two types of financial guarantees for projects constructing NAVIX Lam's Seafood Market—Tukwila, WA Page 16 or modifying drainage facilities; the drainage facilities restoration and site stabilization guarantee, and the drainage defect and maintenance guarantee. Response: A Bond Quantity worksheet has been provided in the BOND QUANTITIES, FACILITY SUMMARIES, AND DECLARATION OF COVENANT section of this storm report. Core Requirement #8: Water Quality All proposed projects, including redevelopment projects, must provide water quality (WQ) facilities to treat the runoff from new and replaced pollution -generating impervious surfaces and pollution - generating pervious surfaces targeted for treatment. These facilities shall be selected from one of the area -specific WQ menus described in Section 1.2.8.1 and implemented according to the applicable WQ implementation requirements in Section 1.2.8.2 of the 2016 Manual. Response: Per the 2010 Tukwila Infrastructure Design and Construction Standards, Basic Water Quality Treatment is required in this area based on the proposed land use of the project. However, per KCSWDM Exemption Criteria, the project meets the Surface Area Exemption criteria because less than 5,000 SF of new PGIS that is not fully dispersed will be created, and less than % acre of new PGPS that is not fully dispersed will be added. The proposed redevelopment project will result in 360 SF of new impervious surface and 10,070 SF of replaced impervious surface for a total of 10,430 SF of new plus replaced impervious surface. Furthermore, the development proposes to convert 4,750 SF of existing PGIS to NPG!S, resulting in a reduction of the total PGIS. Core Requirement #9: Flow Control BMPs All proposed projects, including redevelopment projects, must provide onsite flow control BMPs to mitigate the impacts of storm and surface water runoff generated by new impervious surface, new pervious surface, existing impervious surfaces, and replaced impervious surface targeted for mitigation as specified in the following sections. Flow control BMPs must be selected and applied according to the basic requirements, procedures, and provisions detailed in this section and the design specifications for each BMP in Appendix C, Section C.2. Flow control BMPs are methods and designs for dispersing, infiltrating, or otherwise reducing or preventing development -related increases in runoff at or near the sources of those increases. Flow control BMPs include, but are not limited to, preservation and use of native vegetated surfaces to fully disperse runoff; use of other pervious surfaces to disperse runoff; roof downspout infiltration; permeable pavements; bioretention; limited infiltration systems; and reduction of development footprint. Response: The proposed development will decrease the 100 -year peak flows 0.010 CFS. Therefore, the project meets the flow control exemption criteria and flow control BMPs will not be required. NAVIX Lam's Seafood Market—Tukwila, WA Page 17 SPECIAL REQUIREMENTS Special Requirement #1: Other Adopted Area -Specific Requirements The drainage requirements of adopted CDAs, MDPs, BPs, SCPs, SFDPs, LMPs, FHMPs, and SFDPs shall be applied in addition to the drainage requirements of the 2016 Manual unless otherwise specified in the adopted regulation. Where conflicts occur between the two, the drainage requirements of the adopted area -specific regulation shall supersede those in the 2016 Manual. Response: The 2010 Tukwila Infrastructure Design and Construction Standards, Section 5.6.8.1., the duff layer and native topsoil shall be retained in an undisturbed state to the maximum extent practicable. Any duff layer or topsoil removed during grading shall be stockpiled on-site in a designated, controlled area not adjacent to public resources and critical areas. The material shall be reapplied to other portions of the site where feasible. Additionally, replaced topsoil shall have an organic matter content of between eight and thirteen percent dry weight and pH suitable for the proposed landscape plants. The proposed development will comply with these requirements and notes shall be added to the grading, erosion control, and landscape plans accordingly. Special Requirement #2: Flood Hazard Area Delineation Floodplains and floodways are subject to inundation during extreme events. The 100 -year floodplains are delineated in order to minimize flooding impacts to new development and to prevent aggravation of existing flooding problems by new development. Regulations and restrictions concerning development within a 100 -year floodplain are found in the Sensitive Areas Ordinance. Response: Per the most current FIRM Map, shown in the 100 -year flood/overflow condition section of this report, the project site does not lie within the 100 -year floodplain. Special Requirement #3: Flood Protection Facilities Developing sites protected by levees and revetments require a high level of confidence in their structural integrity and performance. Proper analysis, design, and construction are necessary to protect against the potentially catastrophic consequences if such facilities should fail. Response: The project site does not contain levees, revetments, or berm protection. Special Requirement #4: Source Controls Water quality source controls prevent rainfall and runoff water from coming into contact with pollutants, thereby reducing the likelihood that pollutants will enter public waterways and violate water quality standards and County stormwater discharge permit limits. The County may require mandatory source controls at any time through formal code enforcement if complaints or studies reveal water quality violations or problems. Response: All applicable non-structural Source Control BMPs will be implemented as outlined in the 2016 King County Stormwater Pollution Prevention Manual. No structural source controls are proposed as of this submittal. NAVIX Lam's Seafood Market —Tukwila, WA Page 18 Special Requirement #5: Oil Control , Projects proposing to develop or redevelop a high -use site must provide oil controls in addition to any other water quality controls required by the 2016 Manual. Such sites typically generate high concentrations of oil due to high traffic turnover or the frequent transfer of oil. Response: Since this project is not a high -use site, oil control will not be incorporated into the drainage design. A high -use site is defined in the 2016 KCSWDM as "a commercial or industrial site that has an expected average daily traffic (ADT) count equal to or greater than 100 vehicles per 1,000 square feet of gross building area". NAVIX Lam's Seafood Market—Tukwila, WA Page 19 OFFSITE ANALYSIS TASK 1: STUDY AREA DEFINITION AND MAPS Available resources such as the survey and topographic maps were utilized to prepare the downstream analysis. The two conveyance systems impacted by this development have been investigated. Conveyance System 1 includes an analysis to the outfall on Green River. Conveyance System 2 contains analysis area extended %-mile downstream of the project site. Figure 9 shows the general location of the critical areas relative to the proposed project site as designated on the City of Tukwila Critical Areas Map. No sensitive/critical areas are located on-site. Figure 9: Critical Areas Map NAVIX Lam's Seafood Market —Tukwila, WA Page 20 TASK 2: RESOURCE REVIEW The following resources were reviewed for existing/potential problems within the study area: • Site Survey • FEMA F.I.R.M. • City of Tukwila Critical Areas Map • King County iMap Floodplain • Reported Drainage Complaints • Current DOE 303(d) List A review of drainage complaints from the last 10 years within one-quarter mile of the project site, as supplied by King County, indicates that no drainage complaints have been filed as indicated below in Figure 10. Therefore, no drainage or water quality concerns appear to impact or be impacted by the development of this site. 41 741 St S 168th St ;MS 17(41 `_+t f /2nd 1:2nU FI S 1F(;tli at S 16Sth - Tuk111x. Fvlinigpr Blvd Drainage complaint area, typical T nL^;.t, .11 LcDUI C Treck Ur Andover Park F M nh,r_r aka 3 1 t3Utn St Figure 10: Drainage Complaints Map NAVIX Lam's Seafood Market —Tukwila, WA Page 21 TASK 3: FIELD INSPECTION UPSTREAM ANALYSIS The project site does not receive additional runoff from upstream properties. The adjacent properties flow away from the project site's property lines. DOWNSTREAM ANALYSIS A formal downstream analysis has been completed in accordance with the 2016 King County Surface Water Design Manual. The downstream analysis was completed on December 20, 2018. A map of the downstream path and both conveyance systems affected by this project has been analyzed. ioed. tl wets,., .. ,drainage ditch it re:, 'cli• ela]@ ditch u]r':tunnies io UUtic'ill �+Elinin' into tar'3 >I':River Stormwater is conveyed southerly by pipes to 1/4 mile downstream location 1/4 mile downstream location Conveyance System 1 Conveyance System 2 Figure 11: Downstream Path NAVIX Lam's Seafood Market — Tukwila, WA Page 22 Conveyance System 1 # Photo Description 1 Looking west from north side of project site. stormwater runoff from area north of existingshopping pPing center is conveyed into an open - grate catch basin located south of Minkler Blvd. s . • �,;i }On-site • � -- air Open grate catch basin 2 Looking west on south side of Minkler Blvd. Stormwater is conveyed by 8 -inch closed pipe westerly between existing shopping center and Minkler Blvd. x ;..," - a F , a'A NAVIX Lam's Seafood Market — Tukwila, WA Page 23 3 Looking north from the intersection of Minkler Blvd and Southcenter Pkwy. Stormwater is conveyed to an open -grate catch basin in the intersection of Minkler Blvd and Southcenter Pkwy. The system crosses Minkler Blvd in a 12" pipe and connects to a closed -grate catch basin. 4 Looking easterly down Minkler Blvd from the intersection of Minkler Blvd and Southcenter Pkwy. Stormwater flows into a 54 -inch pipe running easterly down the north side of Minkler Blvd. NAVIX Lam's Seafood Market —Tukwila, WA Page 24 5 Looking east down Minkler Blvd from the northern side of the project site. Stormwater is conveyed through the 54 -inch pipe easterly down the northern side of Minkler Blvd to an access manhole located across from the project site driveway. At this location, the flow enters a 66 -inch conveyance pipe. 6 Looking northeast at the intersection of Minkler Blvd and Andover Park W. Stormwater flows to a closed -grate access manhole located in the intersection of Minkler Blvd and Andover Park W. 7 Looking south from 435 Minkler Blvd. Stormwater enters ditch from the 66 -inch pipe on the southern side of Minkler Blvd. NAVIX Lam's Seafood Market — Tukwila, WA Page 25 8 Looking east from 500 Minkler Blvd. Drainage is conveyed easterly down the southern side of Minkler Blvd by ditch flow. 9 Looking east from 663 Minkler Blvd. Drainage is conveyed down the drainage ditch to its outfall into Green River. NAVIX Lam's Seafood Market —Tukwila, WA Page 26 • Conveyance System 2 Photo Description 1 Looking south from the project site. On-site stormwater runoff from area parking access road is conveyed to an open -grate catch basin located approximately 60 feet from Minkler Blvd in the center of the access road. 2 Looking south from southern end of project site. Stormwater is conveyed southerly in 12 -inch CMP pipe underneath the existing loading dock wall to an open -grate catch basin. NAVIX Lam's Seafood Market — Tukwila, WA Page 27 3 Looking south from southern end of project site. Stormwater is conveyed by 12" CMP pipe to an open - grate catch basin located in the loading area of Party City. 4 Looking south from access road from behind Best Buy. The 12" pipe continues southerly down the western side of the access road. NAVIX Lam's Seafood Market —Tukwila, WA Page 28 5 Looking south from access road behind Ross Dress for Less. Drainage continues southerly down access road to the % mile downstream location. NAVIX Lam's Seafood Market —Tukwila, WA Page 29 Conveyance System 3 Photo Description 1 Looking east from the project site. On-site stormwater runoff from parking area is conveyed to an open -grate catch basin located in the center of the drive aisle. 2 Looking northeast from the northeast end of the existing parking lot on-site. Stormwater is conveyed easterly by 8" pipe to an open -grate catch basin and then is conveyed through a 12" pipe to the stormwater detention pond. NAVIX Lam's Seafood Market — Tukwila, WA Page 30 TASK 4: DRAINAGE SYSTEM DESCRIPTION AND PROBLEM DESCRIPTIONS There are no known problems with the drainage paths around the site. No downstream impacts from the proposed project are anticipated. TASK 5: MITIGATION OF EXISTING OR POTENTIAL PROBLEMS No existing or potential problems were identified as discussed in Task 4 above; therefore, mitigation is not warranted. NAVIX Lam's Seafood Market—Tukwila, WA Page 31 FLOW CONTROL, LID, AND WATER QUALITY FACILITIES ANALYSIS AND DESIGN EXISTING SITE HYDROLOGY The project site is approximately 28.06 acres (1,222,394 SF) and consists of an existing shopping center, access road, parking lot, landscaping, sidewalks, and ADA ramps. Runoff from the existing site is conveyed through three conveyance systems. The project site does not receive upstream run- on. The pre -developed conditions are shown in Tables la and 1b. See Figure 12 for the Existing Conditions Map. Table la: On -Site Areas Existing Conditions Area (AC) Description 0.00 Sidewalk (NPGIS) 0.25 Asphalt (PGIS) 0.02 Landscape (Pervious) 0.27 Total On-site Area Table 1b: Off -Site Areas Existing Conditions Area (AC) Description 0.01 Sidewalk (NPGIS) 0.01 Asphalt (PGIS) 0.01 Landscape (Pervious) 0.03 Total Off-site Area - MINKL.ER Vp : _ . - Figure 12: Existing Conditions Map PFRVIOIJS SIIRFACF ON SITE; 0.02 AC OFF SITE: 0.01 AC PGIS ON SITE: 0.25 AC OFF 511E: 0.01 AC NPGIS ON SATE: 0.00 AC OFF SITE: 0.01 AC NAVIX Lam's Seafood Market —Tukwila, WA Page 32 DEVELOPED SITE HYDROLOGY The project proposes to construct a new building entrance structure, a new outdoor plaza area, new canopied areas, and site improvements. A water connection and fire hydrant will also be constructed as part of this development. The driveway access will be revised, and ADA stalls be added to accommodate the new building entrance. The developed surface conditions areas are noted in Tables 2a and 2b. See Figure 13 for the Developed Conditions Map. Table 2a: On -Site Areas Proposed On -Site Surface Conditions Area (AC) Description 0.12 0.11 0.04 Sidewalk (NPGIS) Asphalt (PGIS) Landscape (Pervious) 0.27 Total On-site Area Table 2b: Off -Site Areas Proposed Off -Site Surface Conditions Area (AC) Description 0.01 Sidewalk (NPGIS) 0.01 Asphalt (PGIS) 0.01 Landscape (Pervious) 0.03 Total Off-site Area MINKLER BLVD _ - rJ Figure 13: Developed Conditions Map eezA ergynasmEAcE ON 91E: 0.04 AC OFF SITE: 0.01 AC PGIS ON SITE: 0.11 AC OFF SITE: 0.01 AC NPGIS ON SITE: 0.12 AC OFF SITE: 0.01 AC NAVIX Lam's Seafood Market —Tukwila, WA Page 33 FLOW CONTROL FACILITIES Per the 2010 City of Tukwila Infrastructure Design and Construction Standards, the project site is within a Level 2 Conservation to Existing Conditions Area. See below for exeption criteria: "The exception to requiring flow control in this area shall be as follows: The facility requirement in the Level 2 Conservation to Existing Conditions is waived for any threshold discharge area in which there is no more than a 0.1-cfs difference in the sum of developed 100 -year peak flows for those target surfaces subject to this requirement and the sum of existing site conditions 100 -year peak flows for the same surface areas. Note: for the purposes of this calculation, target surfaces served by flow control BMPs per KCSWDM Appendix C may be modeled in accordance with the flow control BMP facility sizing credits in Table 1.2.3.0 (p. 1-47)." The existing and proposed facilities were modeled usoing WWHM 2012. The exisiting 100 -year peak flow rate was found to be 0.216 cfs, and the proposed 100 -year peak flow rate is 0.206 cfs. The project site reduces the flow 0.010 cfs. Therefore, flow control facilities will not be required. See Appendix C — WWHM 2012 Report. WATER QUALITY FACILITIES Per the 2010 Tukwila Infrastructure Design and Construction Standards, Basic Water Quality Treatment is required in this area based on the proposed land use of the project. However, per KCSWDM Exemption Criteria, the project meets the Surface Area Exemption criteria because less than 5,000 SF of new PGIS that is not fully dispersed will be created, and less than acre of new PGPS that is not fully dispersed will be added. The proposed redevelopment project will result in 360 SF of new impervious surface and 10,070 SF of replaced impervious surface for a total of 10,430 SF of new plus replaced impervious surface. Furthermore, the development proposes to convert 4,750 SF of existing PGIS to NPGIS, resulting in a reduction of the total PGIS. NAVIX Lam's Seafood Market—Tukwila, WA Page 34 100 -YEAR FLOOD/OVERFLOW CONDITION Review of the most recent FEMA FIRM as adopted by King County indicates that the development area on the project site does not lie within the 100 -year flood plain. The portion of FIRM containing the subject property is included in Figure 14 below. King County iMap 1111118MEet ineu in 11 ■ Rillt NEW U111t11l0111flf1U01a r�111Mot11�ts1slnn€ Iliiiti onl t �� n 1• 11/11: L1�1 y11'j 111 uhln �11u1d1Iti1. t l 41:21 .'' 'M 11M 111 �\ 06.r '�JIIY:st: t�� PROJECT SATE Tha- inWdrdaa Hama, Aa Frn-aceta,dty"+ng Cotner zt-'e.m a vanerio' mimes nM mud naufg• araaa mats King Camr•pnam •vpw a nal.,E �mu +nm as In ronrLan lrgrennne. aces' urniefamaar TM1aeaam�nt d,&% MW ar aaurMm,r,4l king taure�N1'. m• haliahe im t anrgS•woe.', al frarrr, aria r;-yadan:zgn df ring ha naluniM 41.Inn m'malma R nn• ola anrosnctx a:eche.arntin rmaaafoacnne.naen,pAmvvleo'n„a-imananalafn..nap a munel mcep lrywnaenparoavon n' Arg Cony Date: 12419!2018 FEMA 1013 Year Ftooatpian L N King County Legend • Parcels River facilities levee pump station revetment constructed channel FEMA preliminary Goodway FEMA preliminary 100 - year floodplain Figure 14: King County FEMA Map NAVIX Lam's Seafood Market —Tukwila, WA Page 35 CONVEYANCE SYSTEM ANALYSIS AND DESIGN In the conveyance system, the proposed 12 -inch diameter pipe at 0.5% minimum slope is the most restrictive element. As demonstrated in the Figure 15 below, this element can provide conveyance capacity up to 2.70 cfs flowing near full. This is more than enough capacity to handle the 100 -year, 24-hour peak flow of 0.206 cfs from the entire redeveloped area, as indicated in the WWHM input and output included in Appendix C. x Solve For Flowrate Flowrate cfs 2.7008 Slope ft/ft Manning's n Depth of Flow in Diameter in 0.0050 0.0130 11.5000 12.0000 Velocity fps 3.4885 Area ft2 0.7854 Perimeter in 37.6991 Wetted Area ft2 0.7742 Wetted Perimeter in 32.7655 Hydraulic Radius in 3.4025 Percent Full 95.8333 Seed Select Select Pipe Shape: Circular Plot Output Critical Rating OK Cancel Help Figure 15: Manning's Calculation for 12 -Inch Pipe NAVIX Lam's Seafood Market —Tukwila, WA Page 36 SPECIAL REPORTS AND STUDIES Special reports and studies for this property include the following (See Appendix C): OTHER PERMITS Other permits required for this project include the following: • Building Permit and building -related permits • Clearing and Grading Permit • City of Tukwila Public Works Permit NAVIX Lam's Seafood Market —Tukwila, WA Page 37 CSWPPP ANALYSIS AND DESIGN ESC Plan Analysis and Design (Part A) All erosion and sediment control measures shall be governed by the requirements of the King County. A temporary erosion and sedimentation control plan has been prepared to assist the contractor in complying with these requirements. The Erosion and Sediment Control (ESC) plan is included with the construction plans. 1. Erosion Risk Assessment The degree of erosion risk on the proposed project site is minimal. The following factors contribute to a low degree of erosion risk: • Slope across the site is slight. Runoff will not travel at high velocities across the site and, therefore, will not cause noticeable erosion impacts. • The site is already stabilized with hard surfaces and the portions that will be removed will generally create temporary closed depression areas that will trap stormwater runoff. 2. Construction Sequence And Procedure The proposed development will include an erosion/sedimentation control plan designed to prevent sediment -laden run-off from leaving the site during construction. The erosion potential of the site is influenced by four major factors: soil characteristics, vegetative cover, topography and climate. Erosion/sedimentation control is achieved by a combination of structural measures, cover measures, and construction practices that are tailored to fit the specific site. Prior to the start of any grading activity upon the site, all erosion control measures, including stabilized construction entrances, shall be installed in accordance with the construction documents. The best construction practice will be employed to properly clear and grade the site and to schedule construction activities. The planned construction sequence for the construction of the site will be provided with a subsequent submittal. 3. Trapping Sediment Structural control measures will be used to reduce erosion and retain sediment on the construction site. The control measures will be selected to fit specific site and seasonal conditions. The following structural items will be used to control erosion and sedimentation processes: • Compost socks • Catch basin inlet sediment protection • Proper cover measures Weekly inspection of the erosion control measures will be required during construction. Any sediment buildup shall be removed and disposed of off-site. Vehicle tracking of mud off-site shall be avoided. Installation of a stabilized construction entrance will be installed at a location to enter the site. The entrances are a minimum requirement and may be supplemented if tracking of mud onto public streets becomes excessive. In the event that mud is tracked off site, it shall be swept up and disposed of off-site on a daily basis. Depending on the amount of tracked mud, a vehicle road sweeper may be required. NAVIX Lam's Seafood Market —Tukwila, WA Page 38 Because vegetative cover is the most important form of erosion control, construction practices must adhere to stringent cover requirements. More specifically, the contractor will not be allowed to leave soils open for more than 14 days and, in some cases, immediate seeding will be required. 4. Wet Weather TESC Operating Plan Work between October 15t and April 30th must adhere to the Wet Season Special Provisions noted in Section D.5.2 in Appendix D of the 2016 KCSWDM. SWPPS Plan Design (Part B) A variety of storm water pollutant controls are recommended for this project. Some controls are intended to function temporarily and will be used as needed for pollutant control during the construction period. These include temporary sediment barriers such as silt fences. For most disturbed areas, permanent stabilization will be accomplished by covering the soil with pavement, building, or vegetation. The CSWPPP Worksheet Forms are located in Appendix C. A. Erosion and Sediment Controls 1. Soil Stabilization - The purpose of soil stabilization is to prevent soil from leaving the site. In the natural condition, soil is stabilized by native vegetation. The primary technique to be used at this project for stabilizing site soil will be to provide a protective cover of grass, pavement, or building. a) See 2016 KCSWDM Section D.3.2.6 for Temporary and Permanent Seeding requirements. b) Structural Controls — See construction plans for the TESC Plan D-2.0. Inlet protection and straw wattles are proposed to minimize siltation of construction activities. c) Clearing Limits — Clearing limits are defined by the placement of silt fence or construction fence. d) Storm Drain Inlet Protection — Curb and grated inlets are protected from the intrusion of silt and sediment through a variety of measures as shown on the Construction Drawings. The primary mechanism is to place controls in the path of flow sufficient to slow sediment -laden water to allow settlement of suspended soils before discharging into the storm sewer. Controls typically provide a secondary benefit by means of filtration. Grated inlets typically include a sturdy frame wrapped in silt fence or crushed stone -lined perimeter to slow the flow of water. Curb inlets typically include crushed stone barriers held in place with silt fence material or geotextile fabric. Where inlets are located in paved areas the contractor shall install filter fabric in the catch basin. See 2016 KCSWDM Section D.5.5 for Final Stabilization requirements. NAVIX Lam's Seafood Market—Tukwila, WA Page 39 B. Other Pollutant Controls Control of sediments has been described previously. Other aspects of this SWPPP are listed below: 1. Dust Control - Construction traffic must enter and exit the site at the stabilized construction entrance. The purpose is to trap dust and mud that would otherwise be carried off-site by construction traffic. Water trucks will be used as needed during construction to reduce dust generated on the site. Dust control must be provided by the General Contractor to a degree that is acceptable to the owner, and in compliance with applicable local and state dust control regulations. After construction, the site will be stabilized (as described elsewhere), which will reduce the potential for dust generation. Chemical treatments have not been approved for this site. The Civil Engineer of Record must be contacted if these are requested to be utilized. 2. Solid Waste Disposal - No solid materials, including building materials, are allowed to be discharged from the site with stormwater. All solid waste, including disposable materials incidental to the major construction activities, must be collected and placed in containers. The containers will be emptied as necessary by a contract trash disposal service and hauled away from the site. The location of solid waste receptacles shall be shown on the TESC Plan D-2.0. Substances that have the potential for polluting surface and/or groundwater must be controlled by whatever means necessary in order to ensure that they do not discharge from the site. As an example, special care must be exercised during equipment fueling and servicing operations. If a spill occurs, it must be contained and disposed so that it will not flow from the site or enter groundwater, even if this requires removal, treatment, and disposal of soil. In this regard, potentially polluting substances should be handled in a manner consistent with the impact they represent. 3. Water Source - Non -storm water components of site discharge must be clean water. Water used for construction which discharges from the site must originate from a public water supply or private well approved by the State Health Department. Water used for construction that does not originate from an approved public supply must not discharge from the site. 4. Concrete Waste from Concrete Ready -Mix Trucks — Discharge of excess or waste concrete and/or wash water from concrete trucks will be allowed on the construction site, but only in specifically designated diked areas that have been prepared to prevent contact between the concrete and/or wash water and storm water that will be discharged from the site. Waste concrete can be placed into forms to make riprap or other useful concrete products. The cured residue from the concrete washout diked areas shall be disposed in accordance with applicable state NAVIX Lam's Seafood Market—Tukwila, WA Page 40 and federal regulations. The jobsite superintendent is responsible for assuring that these procedures are followed. 5. Fuel Tanks — Temporary on-site fuel tanks for construction vehicles shall meet all state and federal regulations. Tanks shall have approved spill containment with the capacity required by the applicable regulations. The tank shall be in sound condition free of rust or other damage which might compromise containment. Hoses, valves, fittings, caps, filler nozzles, and associated hardware shall be maintained in proper working condition at all times. Temporary on-site fuel tanks are not proposed for this project at this time. 6. Hazardous Waste Management and Spill Reporting Plan — Any hazardous or potentially hazardous waste that is brought onto the construction site will be handled properly in order to reduce the potential for storm water pollution. All materials used on this construction site will be properly stored, handled and dispensed following any applicable label directions. Material Safety Data Sheets (MSDS) information will be kept on site for any and all applicable materials. Should an accidental spill occur, immediate action will be undertaken by the General Contractor to contain and remove the spilled material. All hazardous materials will be disposed of by the Contractor in the manner specified by local, state, and federal regulations and by the manufacturer of such products. As soon as possible, the spill will be reported to the appropriate state and local agencies. As required under the provisions of the Clean Water Act, any spill or discharge entering the waters of the United States will be properly reported. The General Contractor will prepare a written record of any such spill and will provide notice to the Owner within 24 -hours of the occurrence of the spill. Any spills of petroleum products or hazardous materials in excess of Reportable Quantities as defined by EPA or the state or local agency regulations, shall be immediately reported to the EPA National Response Center (1-800-424-8802) and the Washington State Department of Ecology at (360) 407-6300 or 1-800-258- 5990. The reportable quantity for petroleum products is per the State of Washington is any amount that contacts public waterways or public storm systems OR equal to or greater than 1 gallon on a commercial project that does not contact public water systems such as creeks, rivers, lakes, or storm systems and must be reported within 24 hours. The EPA guidelines define spills within the public water systems as those that: violate applicable water quality standards; cause a film or "sheen" upon, or discoloration of the surface of the water or adjoining shorelines; or cause a sludge or emulsion to be deposited beneath the surface of the water or upon adjoining shorelines. The reportable quantity for hazardous materials is per the Comprehensive Environmental Response, Compensation and Liability Act (CERCLA), and is any hazardous substance with reportable quantity that appears in Table 302.4of 40 CFR parts 302, for other substance not found on this list, the reportable quantity is one pound. NAVIX Lam's Seafood Market — Tukwila, WA Page 41 In order to minimize the potential for a spill of hazardous materials to come in contact with stormwater, the following steps will be implemented: a) All materials with hazardous properties (such as pesticides, petroleum products, fertilizers, detergents, construction chemicals, acids, paints, paint solvents, cleaning solvents, additives for soil stabilization, concrete, curing compounds and additives, etc.) will be stored in a secure location, under cover, when not in use. b) The minimum practical quantity of all such materials will be kept on the job site and scheduled for delivery as close to time of use as practical. c) A spill control and containment kit (containing for example, absorbent such as kitty litter or sawdust, acid neutralizing agent, brooms, dust pans, mops, rags, gloves, goggles, plastic and metal trash containers, etc.) will be provided at the storage site. d) All of the product in a container will be used before the container is disposed of. All such containers will be triple rinsed, with water prior to disposal. The rinse water used in these containers will be disposed of in a manner in compliance with state and federal regulations and will not be allowed to mix with storm water discharges. e) All products will be stored in and used from the original container with the original product label. f) All products will be used in strict compliance with instructions on the product label. g) The disposal of excess or used products will be in strict compliance with instructions on the product label. 7. Long -Term Pollutant Controls - Storm water pollutant control measures installed during construction, that will also provide benefits after construction, will not be applicable to this project since most of the pollution control measures are already in place. Those sediment barriers that do not interfere with normal operations and appear to provide long-term benefits can be left in place after construction is completed. 8. Source Controls — Per Section 1.3.4 of the 2016 KCSWDM, structural source control measures, such as car was pads or dumpster area roofing, shall be applied to the entire site containing the proposed project, not just the project site. Dumpster area roofing is proposed as a structural source control for this project. B. Construction Phase "Best Management Practices" During the construction phase, the General Contractor shall implement the following measures: NAVIX Lam's Seafood Market —Tukwila, WA Page 42 1. Materials resulting from the clearing and grubbing or excavation operations shall be stockpiled up slope from adequate sedimentation controls. Materials removed to an off-site location shall be protected with appropriate controls and properly permitted. 2. The General Contractor shall designate areas on the TESC Plan D-2.0 for equipment cleaning, maintenance, and repair. The General Contractor and subcontractors shall utilize such designated areas. Cleaning, maintenance, and repair areas shall be protected by a temporary perimeter berm, shall not occur within 150 feet away of any waterway, and in areas located as far as practical from storm drains. 3. Use of detergents for Targe scale washing is prohibited (i.e., vehicles, buildings, pavement surfaces, etc.) 4. Chemicals, paints, solvents, fertilizers, and other toxic materials must be stored in weatherproof containers. Except during application, the contents must be kept in trucks or within storage facilities. Runoff containing such material must be collected, removed from the site, treated, and disposed at an approved solid waste or chemical disposal facility. C. Off -Site Facilities Whenever dirt, rock, or other materials are imported to the construction site or exported for placement in areas off of the primary construction site, the General Contractor is responsible for determining that all stormwater permitting and pollution control requirements are met for each and every site which receives such materials or from which such materials are taken. Prior to the disturbance of any such site, the General Contractor will furnish the Owner with a copy of the storm water permit issued for each such site, as well as a copy of the off-site Owners certification statement agreeing to implement necessary storm water pollution prevention measures. The General Contractor will also furnish a copy of the SWPPP for each such site, including a description of the erosion control measures, which will be applied. At a minimum, each off-site area that provides or receives materials or is disturbed by project activities must implement erosion control measures consisting of perimeter controls on all down slope and side slope boundaries and must also provide for both temporary stabilization measures and for permanent re -vegetation after all disturbance is ended. NAVIX Lam's Seafood Market — Tukwila, WA Page 43 BOND QUANTITIES, FACILITY SUMMARIES, AND DECLARATION OF COVENANT The following information is provided below: • Site Improvement Bond Quantity Worksheet • Declaration of Covenant for Maintenance and Inspection of Flow Control BMPs NAVIX Lam's Seafood Market — Tukwila, WA Page 44 Site Improvement Bond Quantity Worksheet Ull King County Department of Permitting & Environmental Review 35030 SE Douglas Street, Suite 210 Snoqualmie, Washington 98065-9266 206-296-6600 TTY Relay 711 S15 Web date: 04/03/201! For alternate formats, call 206-296-6600. Project Name: Lam's Seafood Market Location: 17300 Southcenter Pwky, Tukwila, WA 98188 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 Lams_Bond Quantity Worksheet.xlsx Date: Project No.: Activity No.: 12/20/2018 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: 3/2/2015 Version: 3/2/2015 Report Date: 12/21/2018 Site Improvement Bond Quantity Worksheet S15 Web date: 04/03/201'. ESC SUBTOTAL: 30% CONTINGENCY & MOBILIZATION: ESC TOTAL: COLUMN: Lams_Bond Quantity Worksheet.xlsx $ 15,107.50 $ 4,532.25 $ 19,639.75 A Unit prices updated: 3/2/2015 Version: 3/2/2015 Report Date: 12/21/2018 eference# ,. Unit Price. Unit" .: Quantity . # of ,Applications Cost EROSION/SEDIMENTCONTROL Number Backfill & compaction -embankment ESC -1 $ 6.00 CY Check dams, 4" minus rock ESC -2 SWDM 5.4.6.3 $ 80.00 Each Crushed surfacing 1 1/4" minus ESC -3 WSDOT 9-03.9(3) $ 95.00 CY Ditching ESC -4 $ 9.00 CY Excavation -bulk ESC -5 $ 2.00 CY Fence, silt ESC -6 SWDM 5.4.3.1 $ 1.50 LF Fence, Temporary (NGPE) ESC -7 $ 1.50 LF Hydroseeding ESC -8 SWDM 5.4.2.4 $ 0.80 SY Jute Mesh ESC -9 SWDM 5.4.2.2 $ 3.50 SY Mulch, by hand, straw, 3" deep ESC -10 SWDM 5.4.2.1 $ 2.50 SY Mulch, by machine, straw, 2" deep ESC -11 SWDM 5.4.2.1 $ 2.00 SY Piping, temporary, CPP, 6" ESC -12 $ 12.00 LF Piping, temporary, CPP, 8" ESC -13 $ 14.00 LF Piping, temporary, CPP, 12" ESC -14 $ 18.00 LF Plastic covering, 6mm thick, sandbagged ESC -15 SWDM 5.4.2.3 $ 4.00 SY Rip Rap, machine placed; slopes ESC -16 WSDOT 9-13.1(2) $ 45.00 CY Rock Construction Entrance, 50'x15'x1' ESC -17 SWDM 5.4.4.1 $ 1,800.00 Each Rock Construction Entrance, 100'x15'x1' ESC -18 SWDM 5.4.4.1 $ 3,200.00 Each Sediment pond riser assembly ESC -19 SWDM 5.4.5.2 $ 2,200.00 Each Sediment trap, 5' high berm ESC -20 SWDM 5.4.5.1 $ 19.00 LF Sed. trap, 5' high, riprapped spillway berm section ESC -21 SWDM 5.4.5.1 $ 70.00 LF Seeding, by hand ESC -22 SWDM 5.4.2.4 $ 1.00 SY Sodding, 1" deep, level ground ESC -23 SWDM 5.4.2.5 $ 8.00 SY Sodding, 1" deep, sloped ground ESC -24 SWDM 5.4.2.5 $ 10.00 SY TESC Supervisor ESC -25 $ 110.00 HR 40 1 4400 Water truck, dust control ESC -26 SWDM 5.4.7 $ 140.00 HR °.. WRITE4N=ITEMS***,*(seep aqe 9 ..�.�.<..r�; s �N Stn + Jen -*gym 3 Straw Wattles $ 1.50 LF 825 1 1238 Inlet Protection $ 50.00 Each 14 1 700 Tree Protection fencing $ 100.00 Each 4 1 400 Temporary chainlink fencing $ 10.00 LF 837 1 8370 ESC SUBTOTAL: 30% CONTINGENCY & MOBILIZATION: ESC TOTAL: COLUMN: Lams_Bond Quantity Worksheet.xlsx $ 15,107.50 $ 4,532.25 $ 19,639.75 A Unit prices updated: 3/2/2015 Version: 3/2/2015 Report Date: 12/21/2018 Site Improvement Bond Quantity Worksheet Web date: 04/03/2015 Page 3 of 9 *KCC 27A authorizes only one bond reduction. Lams_Bond Quantity Worksheet.xlsx SUBTOTAL 210.00 5,542.00 Unit prices updated: 03/02/2015 Version: 03/02/2015 Report Date: 12/21/2018 Existing Right -of -Way Future Public Right of Way & Drainage Facilities Private Improvements Unit Price Unit Quant. Cost Quant. Cost Quant. Cost GENERAL ITEMS No. Backfill & Compaction- embankment GI - 1 $ 6.00 CY Backfill & Compaction- trench GI - 2 $ 9.00 CY 15 135.00 43 387.00 Clear/Remove Brush, by hand GI - 3 $ 1.00 SY Clearing/Grubbing/Tree Removal GI - 4 $ 10,000.00 Acre 0.3 3,000.00 Excavation - bulk GI - 5 $ 2.00 CY Excavation - Trench GI - 6 $ 5.00 CY 15 75.00 43 215.00 Fencing, cedar, 6' high GI - 7 $ 20.00 LF Fencing, chain link, vinyl coated, 6' high GI - 8 $ 20.00 LF Fencing, chain link, gate, vinyl coated, 20' GI - 9 $ 1,400.00 Each Fencing, split rail, 3' high GI - 10 $ 15.00 LF Fill & compact - common barrow GI - 11 $ 25.00 CY Fill & compact - gravel base GI -12 $ 27.00 CY Fill & compact - screened topsoil GI - 13 $ 39.00 CY Gabion, 12" deep, stone filled mesh GI - 14 $ 65.00 SY Gabion, 18" deep, stone filled mesh GI - 15 $ 90.00 SY Gabion, 36" deep, stone filled mesh GI - 16 $ 150.00 SY Grading, fine, by hand GI -17 $ 2.50 SY Grading, fine, with grader GI - 18 $ 2.00 SY 194 388.00 Monuments, 3' long GI - 19 $ 250.00 Each Sensitive Areas Sign GI - 20 $ 7.00 Each Sodding, 1" deep, sloped ground GI - 21 $ 8.00 SY 194 1,552.00 Surveying, line & grade GI - 22 $ 850.00 Day Surveying, lot location/lines GI - 23 $ 1,800.00 Acre Traffic control crew ( 2 flaggers) GI - 24 $ 120.00 HR Trail, 4" chipped wood G1 - 25 $ 8.00 SY Trail, 4" crushed cinder GL- 26 $ 9.00 SY Trail, 4" top course GI - 27 $ 12.00 SY Wall, retaining, concrete GI - 28 $ 55.00 SF Wall, rockery GI - 29 $ 15.00 SF Page 3 of 9 *KCC 27A authorizes only one bond reduction. Lams_Bond Quantity Worksheet.xlsx SUBTOTAL 210.00 5,542.00 Unit prices updated: 03/02/2015 Version: 03/02/2015 Report Date: 12/21/2018 Site Improvement Bond Quantity Worksheet Web date: 04/03/2015 Page 4 of 9 *KCC 27A authorizes only one bond reduction. Lams Bond Quantity Worksheet.xlsx SUBTOTAL 3,901.70 76,251.00 Unit prices updated: 03/02/2015 Version: 03/02/2015 Report Date: 12/21/2018 Existing Right-of-way Future Public Right of Way & Drainage Facilities Private Improvements Unit Price _ Unit Quant. Cost Quant. Cost Quant. 1 Cost ROAD IMPROVEMENT No. AC Grinding, 4' wide machine < 1000sy RI - 1 $ 30.00 SY AC Grinding, 4' wide machine 1000-2000sy RI - 2 $ 16.00 SY 30 480.00 1040 16,640.00 AC Grinding, 4' wide machine > 2000sy RI - 3 $ 10.00 SY AC Removal/Disposal RI - 4 $ 35.00 SY 30 1,050.00 1040 36,400.00 Barricade, type III ( Permanent) RI - 6 $ 56.00 LF Curb & Gutter, rolled RI - 7 $ 17.00 LF Curb & Gutter, vertical RI - 8 $ 12.50 LF 50 625.00 350 4,375.00 Curb and Gutter, demolition and disposal RI - 9 $ 18.00 LF 82 1,476.00 147 2,646.00 Curb, extruded asphalt RI - 10 $ 5.50 LF Curb, extruded concrete RI - 11 $ 7.00 LF Sawcut, asphalt, 3" depth RI - 12 $ 1.85 LF " 82 151.70 540 999.00 Sawcut, concrete, per 1" depth RI - 13 $ 3.00 LF 12 36.00 Sealant, asphalt RI - 14 $ 2.00 LF 82 164.00 540 1,080.00 Shoulder, AC, ( see AC road unit price) RI - 15 $ - SY Shoulder, gravel, 4" thick RI - 16 $ 15.00 SY Sidewalk, 4" thick RI - 17 $ 38.00 SY 30 1,140.00 365 13,870.00 Sidewalk, 4" thick, demolition and disposal RI - 18 $ 32.00 SY 17 544.00 Sidewalk, 5" thick RI - 19 $ 41.00 SY Sidewalk, 5" thick, demolition and disposal RI - 20 $ 40.00 SY Sign, handicap RI - 21 $ 100.00 Each 2 200.00 Striping, per stall RI - 22 $ 7.00 Each 3 21.00 Striping, thermoplastic, ( for crosswalk) RI - 23 $ 3.00 SF 985 2,955.00 Striping, 4" reflectorized line RI - 24 $ 0.50 LF 40 20.00 Page 4 of 9 *KCC 27A authorizes only one bond reduction. Lams Bond Quantity Worksheet.xlsx SUBTOTAL 3,901.70 76,251.00 Unit prices updated: 03/02/2015 Version: 03/02/2015 Report Date: 12/21/2018 Site Improvement Bond Quantity Worksheet Web date: 04/03/2015 Page 5 of 9 •KCC 27A authorizes only one bond reduction. Lams_Bond Quantity Worksheet.xlsx SUBTOTAL 1,512.00 Unit prices updated: 03/02/2015 Version: 03/02/2015 Report Date: 12/21/2018 Existing Right-of-way Future Public Right of Way & Drainage Facilities Private Improvements Unit Price Unit Quant. 1 Cost Quant. 1 Cost Quant. 1 Cost ROAD SURFACING No. (4" Rock = 2.5 base & 1.5" top course) 9 1/2" Rock= 8" base & 1.5" top course) Additional 2.5" Crushed Surfacing RS - 1 $ 3.60 SY HMA 1/2" Overlay, 1.5" RS - 2 $ 14.00 SY HMA 1/2" Overlay 2" RS - 3 $ 18.00 SY HMA Road, 2", 4" rock, First 2500 SY RS - 4 $ 28.00 SY 54 1,512.00 HMA Road, 2", 4" rock, Qty. over 2500 SY RS - 5 $ 21.00 SY HMA Road, 3", 9 1/2" Rock, First 2500 SY RS - 6 $ 42.00 SY HMA Road, 3", 9 1/2" Rock, Qty Over 2500 k RS - 7 $ 35.00 SY Not Used RS - 8 Not Used RS - 9 HMA Road, 6" Depth, First 2500 SY RS - 10 $ 33.10 SY HMA Road, 6" Depth, Qty. Over 2500 SY RS - 11 $ 30.00 SY HMA 3/4" or 1", 4" Depth RS - 12 $ 20.00 SY Gravel Road, 4" rock, First 2500 SY RS - 13 $ 15.00 SY Gravel Road, 4" rock, Qty. over 2500 SY RS - 14 $ 10.00 SY PCC Road (Add Under Write -Ins w/Design) RS - 15 Thickened Edge RS - 17 $ 8.60 LF Page 5 of 9 •KCC 27A authorizes only one bond reduction. Lams_Bond Quantity Worksheet.xlsx SUBTOTAL 1,512.00 Unit prices updated: 03/02/2015 Version: 03/02/2015 Report Date: 12/21/2018 Site Improvement Bond Quantity Worksheet Web date: 04/03/2015 DRAINAGE (CPP = Corrugated Plastic Pipe, N12 or Equivalent) For Culvert prices, Avera e of 4' cover was assumed Access Road, R/D D-1 $ 21.00 SY Bollards - fixed D-2 $ 240.74 Each 9 Bollards - removable D-3 $ 452.34 Each 2,166.66 * (CBs include frame and lid) CB Type I D-4 $ 1,500.00 Each 1 CB Type IL D-5 $ 1,750.00 Each 1,500.00 CB Type 11, 48" diameter D-6 $ 2,300.00 Each for additional depth over 4' D-7 $ 480.00 FT CB Type II, 54" diameter D-8 $ 2,500.00 Each for additional depth over 4' D-9 $ 495.00 FT CB Type 11, 60" diameter D - 10 $ 2,800.00 Each for additional depth over 4' D-11 $ 600.00 FT CB Type 11, 72" diameter D-12 $ 3,600.00 Each for additional depth over 4' D - 13 $ 850.00 FT Through -curb Inlet Framework (Add) D-14 $ 400.00 Each Cleanout, PVC, 4" D-15 $ 150.00 Each Cleanout, PVC, 6" D-16 $ 170.00 Each 2 340.00 Cleanout, PVC, 8" D-17 $ 200.00 Each Culvert, PVC, 4" D - 18 $ 10.00 LF Culvert, PVC, 6" D - 19 $ 13.00 LF Culvert, PVC, 8" D - 20 $ 15.00 LF Culvert, PVC, 12" D-21 $ 23.00 LF Culvert, CMP, 8" D-22 $ 19.00 LF Culvert, CMP, 12" D-23 $ 29.00 LF Culvert, CMP, 15" D-24 $ 35.00 LF Culvert, CMP, 18" D-25 $ 41.00 LF Culvert, CMP, 24" D-26 $ 56.00 LF Culvert, CMP, 30" D-27 $ 78.00 LF Culvert, CMP, 36" D-28 $ 130.00 LF Culvert, CMP, 48" D-29 $ 190.00 LF Culvert, CMP, 60" D-30 $ 270.00 LF Culvert, CMP, 72" D-31 $ 350.00 LF Page 6 of 9 *KCC 27A authorizes only one bond reduction. Lams_Bond Quantity Worksheet.xlsx SUBTOTAL 4,006.66 Unit prices updated: 03/02/2015 Version: 03/02/2015 Report Date: 12/21/2018 Existing Right-of-way Future Public Right of Way & Drainage Facilities Private Improvements Unit Price Unit Quant. Cost Quant. Cost Quant. Cost DRAINAGE (CPP = Corrugated Plastic Pipe, N12 or Equivalent) For Culvert prices, Avera e of 4' cover was assumed Access Road, R/D D-1 $ 21.00 SY Bollards - fixed D-2 $ 240.74 Each 9 Bollards - removable D-3 $ 452.34 Each 2,166.66 * (CBs include frame and lid) CB Type I D-4 $ 1,500.00 Each 1 CB Type IL D-5 $ 1,750.00 Each 1,500.00 CB Type 11, 48" diameter D-6 $ 2,300.00 Each for additional depth over 4' D-7 $ 480.00 FT CB Type II, 54" diameter D-8 $ 2,500.00 Each for additional depth over 4' D-9 $ 495.00 FT CB Type 11, 60" diameter D - 10 $ 2,800.00 Each for additional depth over 4' D-11 $ 600.00 FT CB Type 11, 72" diameter D-12 $ 3,600.00 Each for additional depth over 4' D - 13 $ 850.00 FT Through -curb Inlet Framework (Add) D-14 $ 400.00 Each Cleanout, PVC, 4" D-15 $ 150.00 Each Cleanout, PVC, 6" D-16 $ 170.00 Each 2 340.00 Cleanout, PVC, 8" D-17 $ 200.00 Each Culvert, PVC, 4" D - 18 $ 10.00 LF Culvert, PVC, 6" D - 19 $ 13.00 LF Culvert, PVC, 8" D - 20 $ 15.00 LF Culvert, PVC, 12" D-21 $ 23.00 LF Culvert, CMP, 8" D-22 $ 19.00 LF Culvert, CMP, 12" D-23 $ 29.00 LF Culvert, CMP, 15" D-24 $ 35.00 LF Culvert, CMP, 18" D-25 $ 41.00 LF Culvert, CMP, 24" D-26 $ 56.00 LF Culvert, CMP, 30" D-27 $ 78.00 LF Culvert, CMP, 36" D-28 $ 130.00 LF Culvert, CMP, 48" D-29 $ 190.00 LF Culvert, CMP, 60" D-30 $ 270.00 LF Culvert, CMP, 72" D-31 $ 350.00 LF Page 6 of 9 *KCC 27A authorizes only one bond reduction. Lams_Bond Quantity Worksheet.xlsx SUBTOTAL 4,006.66 Unit prices updated: 03/02/2015 Version: 03/02/2015 Report Date: 12/21/2018 Site Improvement Bond Quantity Worksheet Web date: 04/03/2015 DRAINAGE CONTINUED Existing Right-of-way Future Public Right of Way & Drainage Facilities Private Improvements No. Unit Price Unit Quant. Cost Quant. Cost Quant. Cost Culvert, Concrete, 8" D - 32 $ 25.00 LF Culvert, Concrete, 12" D - 33 $ 36.00 LF Culvert, Concrete, 15" D - 34 $ 42.00 LF Culvert, Concrete, 18" D - 35 $ 48.00 LF Culvert, Concrete, 24" D - 36 $ 78.00 LF Culvert, Concrete, 30" D - 37 $ 125.00 LF Culvert, Concrete, 36" D - 38 $ 150.00 LF Culvert, Concrete, 42" D - 39 $ 175.00 LF Culvert, Concrete, 48" D - 40 $ 205.00 LF Culvert, CPP, 6" D - 41 $ 14.00 LF 25 $ 350.00 Culvert, CPP, 8" D - 42 $ 16.00 LF 40 $ 640.00 Culvert, CPP, 12" D - 43 $ 24.00 LF Culvert, CPP, 15" D - 44 $ 35.00 LF Culvert, CPP, 18" D - 45 $ 41.00 LF Culvert, CPP, 24" D - 46 $ 56.00 LF Culvert, CPP, 30" D - 47 $ 78.00 LF Culvert, CPP, 36" D - 48 $ 130.00 LF Ditching D - 49 $ 9.50 CY Flow Dispersal Trench (1,436 base+) 0 - 50 $ 28.00 LF French Drain (3' depth) D - 51 $ 26.00 LF Geotextile, laid in trench, polypropylene D - 52 $ 3.00 SY Mid -tank Access Riser, 48" dia, 6' deep D - 54 $ 2,000.00 Each Pond Overflow Spillway D - 55 $ 16.00 SY Restrictor/Oil Separator, 12" D - 56 $ 1,150.00 Each Restrictor/Oil Separator, 15" D - 57 $ 1,350.00 Each Restrictor/Oil Separator, 18" D - 58 $ 1,700.00 Each Riprap, placed D - 59 $ 42.00 CY Tank End Reducer (36" diameter) D - 60 $ -1,200.00 Each Trash Rack, 12" D - 61 $ 350.00 Each Trash Rack, 15" D - 62 $ 410.00 Each Trash Rack, 18" D - 63 $ 480.00 Each Trash Rack, 21" D - 64 $ 550.00 Each Page 7 of 9 *KCC 27A authorizes only one bond reduction. Lams_Bond Quantity Worksheet.xlsx SUBTOTAL 990 Unit prices updated: 03/02/2015 Version: 03/02/2015 Report Date: 12/21/2018 Site Improvement Bond Quantity Worksheet Web date: 04/03/2015 SUBTOTAL SUBTOTAL (SUM ALL PAGES): 30% CONTINGENCY & MOBILIZATION: Page 8 of 9 *KCC 27A authorizes only one bond reduction. Lams Bond Quantity Worksheet.xlsx 5,413.70 1,624.11 4,930.00 1,479.00 93,612.66 28,083.80 GRANDTOTAL: 7,037.81 6,409.00 121,696.46 COLUMN: B C D Unit prices updated: 03/02/2015 Version: 03/02/2015 Report Date: 12/21/2018 Existing Right-of-way Future Public Right of Way & Drainage Facilities Private Improvements Unit Price _ Unit Quant. Price Quant. I Cost Quant. 1 Cost PARKING LOT SURFACING Not To Be Used For Roads Or Shoulders No. 2" AC, 2" top course rock & 4" borrow PL - 1 $ 21.00 SY NA NA 263 5523 2" AC, 1.5" top course & 2.5" base course PL - 2 $ 28.00 SY NA NA 4" select borrow PL - 3 $ 5.00 SY NA NA 1.5" top course rock & 2.5" base course PL - 4 $ 14.00 SY NA NA UTILITY POLES & STREET LIGHTING Utility pole relocation costs must be accompanied byFranchise Utility's Cost Estimate . Utility Pole(s) Relocation UP -1 Lump Sum Street Light Poles w/Luminaires UP -2 $ 7,500.00 Each WRITE -IN -ITEMS (Such as detention/water quality vaults.) No. Yard Drain WI - 3 $ 200.00 Each 1 200.00 Splashblocks WI - 4 $ 50.00 Each 5 250.00 Pavement Markings/Stop Bar WI - 5 $ 150.00 Each 5 750.00 Stop Sign WI - 6 $ 100.00 Each 1 100.00 WI -7 WI -8 WI - 9 N-10 SUBTOTAL SUBTOTAL (SUM ALL PAGES): 30% CONTINGENCY & MOBILIZATION: Page 8 of 9 *KCC 27A authorizes only one bond reduction. Lams Bond Quantity Worksheet.xlsx 5,413.70 1,624.11 4,930.00 1,479.00 93,612.66 28,083.80 GRANDTOTAL: 7,037.81 6,409.00 121,696.46 COLUMN: B C D Unit prices updated: 03/02/2015 Version: 03/02/2015 Report Date: 12/21/2018 Site Improvement Bond Quantity Worksheet Original bond computations prepared by: Name: PE Registration Number: Firm Name: Address: Jenelle Taflin, P.E., LEED AP 41872 Navix Engineering, Inc. 11235 SE 6th St, Bellevue, WA 98004 Date: Tel. #: Project No: Web date: 04/03/2015 12/20/2018 (425) 458-7896 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 Maintenance/Defect Bond* Total FINANCIAL GUARANTEE REQUIREMENTS PERFORMANCE BOND* AMOUNT 19,639.8 7,037.8 6,409.0 121,696.5 (A+B) $ 26,677.6 (T) $ 154,783.0 Minimum is $2000. NAME OF PERSON PREPARING BOND* REDUCTION: Jenelle Taflin MINIMUM BOND* AMOUNT REQUIRED FOR RECORDING OR TEMPORARY OCCUPANCY AT SUBSTANTIAL COMPLETION *** T x 0.30 $ 46,434.9 Minimum is $2000. PUBLIC ROAD & DRAINAGE MAINTENANCE/DEFECT BOND* (B+C) x 0.25 = $ 3,361.7 Minimum is $2000. Date: 12/20/2018 * 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 KING COUNTY Page 9 of 9 Lams_Bond Quantity Worksheet.xlsx Check out the DDES Web site at www.kingcountv.gov/permits Unit prices updated: 03/02/2015 Version: 03/02/2015 Report Date: 12/21/2018 RECORDING REQUESTED BY AND WHEN RECORDED MAIL TO: City of Tukwila 6300 Southcenter Blvd. Tukwila, WA 98188 DECLARATION OF COVENANT FOR INSPECTION AND MAINTENANCE OF STORMWATER FACILITIES AND BMPS Grantor: Lam's Seafood Market Grantee: King County Legal Description: See Exhibit A-1 for a full legal description. Additional Legal(s) on: See Exhibit A-2 for King County abbreviated legal descriptions. Assessor's Tax Parcel ID#: 262304-9110, 262304-9079, 883650-0050 IN CONSIDERATION of the approved King County permit for application No. relating to the real property ("Property") described above, the Grantor(s), the owner(s) in fee of that Property, hereby covenants(covenant) with King County, a political subdivision of the state of Washington and its municipal successors in interest and assigns ("King County" and "the County", or "its municipal successor"), that he/she(they) will observe, consent to, and abide by the conditions and obligations set forth and described in Paragraphs 1 through Form Revised 12/12/06 1 10 below with regard to the Property, and hereby grants(grant) an easement as described in Paragraphs 2 and 3. Grantor(s) hereby grants(grant), covenants(covenant), and agrees(agree) as follows: 1. The Grantor(s) or his/her(their) successors in interest and assigns ("Owners") shall at their own cost, operate, maintain, and keep in good repair, the Property's stormwater facilities and best management practices ("BMPs") identified in the plans and specifications submitted to King County for the review and approval of permit(s) #: . Stormwater facilities include pipes, swales, tanks, vaults, ponds, and other engineered structures designed to manage stormwater on the Property. Stormwater BMPs include dispersion and infiltration devices, native vegetated areas, permeable pavements, vegetated roofs, rainwater harvesting systems, reduced impervious surface coverage, and other measures designed to reduce the amount of stormwater runoff on the Property. 2. King County shall have the right to ingress and egress over those portions of the Property necessary to perform inspections of the stormwater facilities and BMPs and conduct other activities specified in this Declaration of Covenant and in accordance with King County Code ("KCC") 9.04.120 or relevant municipal successor's codes as applicable. This right of ingress and egress, right to inspect, and right to perform required maintenance or repair as provided for in Section 3 below, shall not extend over those portions of the Property shown in Exhibit "A." 3. If King County determines that maintenance or repair work is required to be done to any of the stormwater facilities or BMPs, the Director of the Water and Land Resources Division or its municipal successor in interest ("WLR") shall give notice of the specific maintenance and/or repair work required pursuant to KCC 9.04.120 or relevant municipal successor's codes as applicable. The Director shall also set a reasonable time in which such work is to be completed by the Owners. If the above required maintenance or repair is not completed within the time set by the Director, the County may perform the required maintenance or repair, and hereby is given access to the Property, subject to the exclusion in Paragraph 2 above, for such purposes. Written notice will be sent to the Owners stating the Form Revised 12/12/06 2 4 County's intention to perform such work. This work will not commence until at least seven (7) days after such notice is mailed. If, within the sole discretion of the WLR Director, there exists an imminent or present danger, the seven (7) day notice period will be waived and maintenance and/or repair work will begin immediately. 4. If at any time King County reasonably determines that a stormwater facility or BMP on the Property creates any of the hazardous conditions listed in KCC 9.04.130 or relevant municipal successor's codes as applicable and herein incorporated by reference, the WLR Director or equivalent municipal successors official may take measures specified therein. 5. The Owners shall assume all responsibility for the cost of any maintenance or repair work completed by the County as described in Paragraph 3 or any measures taken by the County to address hazardous conditions as described in Paragraph 4. Such responsibility shall include reimbursement to the County within thirty (30) days of the receipt of the invoice for any such work performed. Overdue payments will require payment of interest at the current legal rate as liquidated damages. If legal action ensues, the prevailing party is entitled to costs or fees. 6. The Owners are hereby required to obtain written approval from the King County WLR Director prior to filling, piping, cutting, or removing vegetation (except in routine landscape maintenance) in open vegetated stormwater facilities (such as swales, channels, ditches, ponds, etc.), or performing any alterations or modifications to the stormwater facilities and BMPs referenced in this Declaration of Covenant. 7. Any notice or consent required to be given or otherwise provided for by the provisions of this Agreement shall be effective upon personal delivery, or three (3) days after mailing by Certified Mail, return receipt requested. 8. With regard to the matters addressed herein, this agreement constitutes the entire agreement between the parties, and supersedes all prior discussions, negotiations, and all agreements whatsoever whether oral or written. Form Revised 12/12/06 3 9. This Declaration of Covenant is intended to protect the value and desirability of the real property ycribed above, and shall inure to the benefit of all the citizens of King County and its municipal successors and assigns. This Declaration of Covenant shall run with the land and be binding upon Grantor(s), and Grantor's(s') successors in interest, and assigns. 10. This Declaration of Covenant may be terminated by execution of a written agreement by the Owners and King County or the municipal successor that is recorded by King County in its real property records. Form Revised 12/12/06 4 IN WITNESS WHEREOF, this Declaration of Covenant for the Inspection and Maintenance of Stormwater Facilities and BMPs is executed this day of , 20 GRANTOR, owner of the Property GRANTOR, owner of the Property STATE OF WASHINGTON ) COUNTY OF KING )ss. On this day personally appeared before me: , to me known to be the individual(s) described in and who executed the within and foregoing instrument and acknowledged that they signed the same as their free and voluntary act and deed, for the uses and purposes therein stated. Given under my hand and official seal this day of , 20 Printed name Notary Public in and for the State of Washington, residing at My appointment expires Form Revised 12/12/06 5 LEGAL DESCRIPTION PARCEL THAT PORTION OF THE SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER, AND OF THE SOUTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 26, TOWNSHIP 23 NORTH, RANGE 4 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY. WASHINGTON, AND OF THE NORTHWEST QUARTER OF THE NORTHEAST QUARTER, AND OF THE NORTHEAST QUARTER OF THE NORTHWEST QUARTER OF SECTION 35, TOWNSHIP 23 NORTH, RANGE 4 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHWEST CORNER OF THE NORTHEAST QUARTER OF SAID SECTION 35; THENCE SOUTH 87'4408•EAST ALONG THE NORTH LINE OF SAID NORTHEAST QUARTER A DISTANCE OF 140.16 FEET TO THE TRUE POINT OF BEGINNING; THENCE SOUTH 02'2442••WEST PARALLEL TO THE WEST LINE OF SAID NORTHEAST QUARTER A DISTANCE OF 894.23 FEET TO THE NORTH LINE OF THE SOUTH 430 FEET OF THE NORTHWEST QUARTER OF THE NORTHEAST OUARTER OF SAID SECTION 35; THENCE NORTH 87'5009••WEST ALONG SAID NORTH LINE A DISTANCE OF 140.16 FEET TO THE EAST LINE OF THE NORTHEAST QUARTER OF THE NORTHWEST OUARTER OF SAID SECTION 35; THENCE NORTH 875067•41EST ALONG THE NORTH LINE OF THE SOUTH 430 FEET OF SAID NORTHEAST QUARTER OF THE NORTHWEST QUARTER A DISTANCE OF 177.29 FEET TO A POINT 6 FEET DISTANT NORTHEASTERLY, MEASURED AT RIGHT ANGLES, FROM THE EASTERLY MARGIN OF THE MESS BROTHERS COUNTY ROAD NO 972; THENCE NORTH 11'59.33 -WEST ALONG A LINE 6 FEET DISTANT NORTHEASTERLY, MEASURED AT RIGHT ANGLES FROM SAID EASTERLY MARGIN A DISTANCE OF 1771.86 FEET; THENCE CONTINUING ALONG SAID LINE 6 FEET DISTANT NORTHEASTERLY ALONG A CURVE TO THE RIGHT HAVING A RADIUS OF 919.37 FEET, AN ARC DISTANCE OF 210.78 FEET THROUGH A CENTRAL ANGLE OF 13'0808? THENCE NORTH 01'0805•EAST ALONG SAID LINE 6 FEET DISTANT NORTHEASTERLY A DISTANCE OF 285.11 FEET TO THE NORTH LINE OF THE SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER OF SAID SECTION 26; THENCE SOUTH 87'55.63 -EAST ALONG SAID NORTH LINE A DISTANCE OF 625.20 FEET TO THE WEST LINE OF THE SOUTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SAID SECTION 26; THENCE SOUTH 87'5502•EAST ALONG THE NORTH LINE OF SAID SOUTHWEST QUARTER OF THE SOUTHEAST QUARTER A DISTANCE OF 140.16 FEET; THENCE SOUTH 01'1245•.WEST PARALLEL TO THE WEST LINE OF SAID SOUTHWEST QUARTER OF THE SOUTHEAST QUARTER A DISTANCE OF 1318.77 FEET TO THE TRUE POINT OF BEGINNING; EXCEPT THE NORTH 2 FEET OF THAT PORTION OF THE SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER AND OF THE SOUTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 26, TOWNSHIP 23 NORTH, RANGE 4 EAST, WILLAMETTE MERIDIAN, DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHWEST CORNER OF THE SOUTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SAID SECTION 26; THENCE SOUTH 87'5502•EAST ALONG THE NORTH LINE OF SAID SOUTHWEST QUARTER OF THE SOUTHEAST QUARTER, A DISTANCE OF 140.16 FEET; THENCE SOUTH 01'12.25•WEST PARALLEL TO THE WEST LINE OF SAID SOUTHEAST QUARTER, A DISTANCE OF 490.00 FEET; THENCE NORTH 88'4735•WYEST, A DISTANCE OF 738.90 FEET TO A POINT 6 FEET DISTANT NORTHEASTERLY, MEASURED AT RIGHT ANGLES, FROM THE EASTERLY MARGIN OF MESS BROTHERS COUNTY ROAD NUMBER 972; THENCE NORTH 11'5933•WYEST ALONG SAID LINE 6.00 FEET DISTANT NORTHEASTERLY, MEASURED AT RIGHT ANGLES. FROM SAID EASTERLY MARGIN, A DISTANCE OF 7.73 FEET TO A POINT OF CURVATURE; THENCE CONTINUING ALONG SAID LINE 6.00 FEET DISTANT NORTHEASTERLY, MEASURED AT RIGHT ANGLES, FROM SAID EASTERLY MARGIN, ALONG A CURVE TO THE RIGHT HAVING A RADIUS OF 919.37 FEET AN ARC DISTANCE OF 210.78 FEET THROUGH A CENTRAL ANGLE OF 13'08087 THENCE NORTH 01'0835•EAST ALONG SAID LINE 6.00 FEET DISTANT NORTHEASTERLY, MEASURED AT RIGHT ANGLES, FROM SAID EASTERLY MARGIN. A DISTANCE OF 285.11 FEET TO THE NORTH LINE OF THE SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER OF SAID SECTION 26; THENCE SOUTH 87'5563•EAST ALONG SAID LINE A DISTANCE OF 625.20 FEET TO THE WEST LINE OF THE SOUTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 26 AND THE TRUE POINT OF BEGINNING, AND THAT PORTION OF THE SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER OF THE AFOREDESCRIBED PARCEL LYING SOUTH OF THE NORTH 2.00 FEET OF SAID DESCRIBED PARCEL AND ALSO LYING NORTHWESTERLY OF A CURVE HAVING A RADIUS OF 35.00 FEET AND WHICH IS TANGENT TO THE SOUTH LINE OF THE SAID NORTH 2.00 FEET AND ALSO TANGENT TO A LINE PARALLEL WITH AND 5.00 FEET WEST AS MEASURED AT RIGHT ANGLES TO THE WEST LINE OF THE AFOREDESCRIBED PARCEL, AS CONVEYED TO THE CITY OF TUKWILA FOR MINKLER BOULEVARD BY WARRANTY DEED RECORDED UNDER RECORDING NUMBER 9408290325. TOGETHER WITH THOSE CERTAIN RIGHTS IN A 35 FOOT NO BUILD CORRIDOR AS DEFINED IN RESTRICTIVE COVENANT RECORDED OCTOBER 20, 1972 AND MAY 2, 1973 UNDER RECORDING NUMBER 7210200584 AND 7305020527. PARCEL B: BEGINNING AT THE NORTHWEST CORNER OF LOT 4, UPLAND'S TUKWILA INDUSTRIAL PARK, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 4 OF PLATS, PAGES 8, 9 AND 10, RECORDS OF KING COUNTY, WASHINGTON; THENCE SOUTH 01'1245•+NEST, 426.63 FEET ALONG THE WEST LINE OF SAID LOT TO THE SOUTHWEST CORNER OF SAID LOT; THENCE SOUTH 87'5504" EAST, 11.45 FEET ALONG THE SOUTH LINE OF SAID LOT TO A POINT ON A CURVE, THE RADIUS POINT OF WHICH BEARS SOUTH 78'37.67 -EAST, 410.88 FEET DISTANT; THENCE NORTHEASTERLY, ALONG THE ARC OF A CURVE CONCAVE TO THE SOUTHEAST HAVING A RADIUS OF 410.88 FEET, THROUGH A CENTRAL ANGLE OF 10'0645? AND AN ARC LENGTH OF 72.48 FEET; THENCE NORTH 21'2848•EAST, 14.49 FEET TO A POINT OF CURVATURE; THENCE NORTHEASTERLY ALONG THE ARC OF A CURVE TO THE RIGHT HAVING A RADIUS OF 481.45 FEET, THROUGH A CENTRAL ANGLE OF 08'0000 - AND AN ARC LENGTH OF 67.22 FEET; THENCE NORTH 29'2848•EAST, 41.25 FEET TO A POINT OF CURVATURE; THENCE NORTHEASTERLY, ALONG THE ARC OF A CURVE TO THE RIGHT, HAVING A RADIUS OF 410.88 FEET, THROUGH A CENTRAL ANGLE OF 54'1969••RND AN ARC LENGTH OF 389.63 FEET; THENCE NORTH 27'4136" EAST, 29.92 TO A POINT ON THE NORTH LINE OF SAID LOT WHICH IS 405.00 FEET FROM THE POINT OF BEGINNING; THENCE NORTH 87'5502•WEST 405.00 FEET ALONG SAID NORTH LINE TO THE TRUE POINT OF BEGINNING. Exhibit A-1: Legal description provided by Limited Topographic Survey for Lam's Market by Axis Survey & Mapping, dated 12/7/18. Per King County Department of Assessments Online Parcel Information search, below area the parcel numbers and associated abbreviated legal descriptions for the subject properties. Parcel Number 2623049110 PORTION OF SE 1/4 OF SW 1/4 - BEGIN NE CORNER TH S 01-12-25 W TO SE CORNER OF SW 1/4 TH WLY ALONG S LINE TO A LINE 6 FEET DISTANT NELY, MEAS AT R/A FROM ELY MARGIN OF SOUTHCENTER PARKWAY TH.NWLY ALONG SAID LINE TO POINT WLY OF POINT OF BEGINNING TH ELY TO POINT OF BEGINNING LESS PORTION IN MINKLER BLVD Parcel Number 2623049079 W 140.16 FT OF SW 1/4 OF SE 1/4 OF SECTION 26-23-04 LESS PORTION WITHIN MINKLER BLVD TGW W 140.16 FT OF NW 1/4 OF NE 1/4 OF SECTION 35-23-04 LESS S 430 FT Parcel Number 8835100000 NO LEGAL DESCRIPTION PROVIDED Exhibit A-2: Abbreviated legal description provided by King County. OPERATION AND MAINTENANCE GUIDELINES Operation and maintenance guidelines provided below. NAVIX Lam's Seafood Market—Tukwila, WA Page 45 APPENDIX A MAINTENANCE REQUIREMENTS FOR FLOW CONTROL, CONVEYANCE. AND WO 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 % 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, the depth from the bottom of basin to invert the lowest pipo 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 vrthin 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 V. inch past curb face into the street (11 applicable). Frame is even with curb. Top slab has holes Larger than 2 square inches Of cracks wider than 'h inch. Top slab is free of holes and cracks. Frame not sitting flush on top stab. i.e., separation of morn than '% incl of the frame from the lop slab. Frame is sitting flush on top slab. Cracks in walls or bottom Cracks wider than '1 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 is structurally sound. Cracks wider than % 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 t inch or has rotated more than 2 inches out of alignment. Basin replaced or repaired to design standards. Damaged pipe joints Cracks wider than V., -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 inleVoutlet pipes (includes floatables and non-floatables). No trash or debris in pipes. Damaged Cracks wider than %-inch at the pint 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. 2016 Surface Water Design Manual - Appendix A A-9 4!24121116 NAVIX Lam's Seafood Market —Tukwila, WA Page 46 APPENDIX A MAINTENANCE Q IRE: MEN IS FHAt:OrRoL. CON VEYANuE. AN () FACILITIES NO. 5 e. CATCH BASINS AND MANHOLES Maintenance Componeet Defect or Problem Conation When Maintenance Is Needed Results Expected When Maintenance is Performed, Metal Grates (Catch Basmtsp Unsafe grate opening Grate wch opening wider than 'Ai inch. Grate opening meets design standards_ Trastn and debris Trash end debris that is docking more Ihan 21% or grate sunsets. Grate tree or trash and debris. footnote la guidelines tor disposal Damaged or mrssing Grate missing or broken mernber(s) al the grate. Any open structure requires urgent maintenance. Grate a In place and meets design standards. Manhole CoverfiJ Carron* not In place Covent* is rre:sing or only partied,/ In place. Any open structure requires urgent maintenance. Cotieritd protea s opening to structure. Locking mechan srn Noi Working Mechanism cannot be opened by or* mantenance person .Mth proper rods. EoIL. cannot be seated. Self-locking cover 11 does rrct work. Mechanism opens with propel tools. Coverllkt d:look to Remove One maInienance person cannot remove. corer/10 after applying 8Q tbs. or IIR, Cover/rd can be removed and reinstalled by one maintenance person 4.2.1 20th. `titF:Surface Water Design >`ianuirt - Appendix A NAVIX Lam's Seafood Market —Tukwila, WA Page 47 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 VegetatiorVroots 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 frim. Damage to protective coating or corrosion Protective coating is damaged: rust or corrosion is weakening the structural integrity of any part of Dipe. 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 cleanedlflushed 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 whore 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. Stopes are not eroding. Rock lining out of place or missing (11 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. 2016 Surface Water Design Manual - Appendix A A -It 4/24/2016 NAVIX La m's Seafood Market—Tukwila, WA Page 48 APPENDIX A MAINTENANCE REQUIREMENTS FOR FLOW CONTROL. CONVEYANCE. ANL) 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 8 debris accumulation Accumulated sediment or debris that exceeds 20% of the diameter of the pipe. Water flows freely through pipes. Vegetation/roots Vegetaiionrroots 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 scurries or paint. Matenals removed and disposed of according to applicable regulations. Source control BMPs implemented if appropriate. No contaminants present other than a surface on fitm. Damago 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 mat 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. Matenals 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 scopes 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. 2016 Surface Water Design Manual — Appendix A A-11 3'24(2016 NAVIX Lam's Seafood Market —Tukwila, WA Page 49 :V'I'ENI)IX A MAINTENANCE REQUIREMENTS FLOW CON'T'ROL. CONVEYANCE. ANI) WQ FACILITIES NO. 11— GROUNDS (LANDSCAPING) Maintenance Component Defect or Problem Conditions When Maintenance is Needed Results Expected When Maintenance Is Performed Site Trash or litter Any trash and debris which exceed 1 cubic foot per 1,000 square feet (this is about equal to the amount of trash d would take to fill up one standard size office garbage can). In general, there should be no visual evidence of dumping. Trash and debris cleared from site. 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. Grass/groundcover Grass or groundcover oxcsods 18 inches in height. Grass or groundcover mowed to a height no greater than 6 inches. Trees and Shrubs Hazard Any tree or limb of a tree identified as having a potential to fall and cause property damage or threaten human life. A hazard tree identified by a qualified arborist must be removed as soon as possible. No hazard trees in facility. Damaged Limbs or parts of trees or shrubs that are split or broken which affect more than 25% of the total foliage of the tree or shrub. Trees and shrubs with less than 5% of total foliage with split or broken limbs. Trees or shrubs that have been blown down or knocked over. No blown down vegetation or knocked over vegetation. Trees or shrubs tree of Injury. Trees or shrubs which are not adequately supported or are leaning over. causing exposure of the roots. Tree or shrub in place and adequately supported; dead or diseased Yeas removed. 4/24.10 I 6 2016 Surface Water Design Manual - Appendix A A-16 NAVIX Lam's Seafood Market—Tukwila, WA Page 50 APPENDIX A MAINTENANCE REQUIREMENTS. FOR. FLoW ConTRot, l•UKVEYANCE. AND WO FACILITIES NO. 35 — SPLASH BLOCK BMP Maintenance Component Detect or Problem Condon When Mainlenat a It Needed. Results Expected When Maintenance is Performed Sae Trash and detvls 1tesh and detvle acturnulated on file splash block. Sptvsh Ito& site tree W any trash or debris. Splash Bloat Chsbalged Splash bbe►; rimed Iron) outlet sol dawnspuut. Splash bkclr crnecty positioned to catch disthargs horn downspout. Channeling Wafer taming off me splash block causaig 2r0sian. Na erosion occurs from the splash block Downspout water nrsderecied Water coming hail the downspout is not discharging ti the dispersal area. Water is dis/Alargirmg normally to the dispersal area. inspegian Frequency Annually and Meg large storms. Rain harvesting ervipment is rundkmrring nnrnmy. 2.0I6 Surly c i1z Kr Ur.,ii0l ?lrnrual - App,:ndix A 4 212JI A-11 NAVIX Lam's Seafood Market —Tukwila, WA Page 51 APPENDIX A EXISTING AND PROPOSED CONDITIONS EXHIBITS NAVIX Lam's Seafood Market - Tukwila, WA SSMH 17 3 RIM 25.25 8" PVC 10 12.65 5 18" IE 12.19 E&W (CENTER CHANNEL) RIM 24.50 6" DI IE 22.85 W PIPE HAS TURN DOWN ss 881 25.24 4" PVC IE 21.665 8" PVC IE 21.54 W 8' PVC IE 21.49E SS MH 1713 8PVC IE 10.52 N 18' IE 10.52 VIBE (CENTER CHANNEL) 814 24,49 12" CONC IE 20.48 N .Z LIMITED TOPOGRAPHIC SURVEY RIM 24.25 6' DI 10 22.41 6' DI IE 21.70 5 PIPE HAS DOWN TURN PIPE HAS DOWN TURN LI.I -' M M 444 4'M�- W Mir ��7C�!=\ _ _ - •----�---__. - 'M 55 ."M .•M .•M 5 ■ W ° 30MPH .• war ����'�milmiglor %V FFE-26,1' LEGEND FFE.25.9' CO O 0 A 14ICV 83 M • 5121 Y 50 504411 3414 RIA 23.94 18" DI 10 17.84 S 54" IE 16.66 06/7/ (CENTER CHANNEL) POWER JUNCTION BOX POWER VAULT STREET LIGHT POWER TRANSFORMER CABLE TV RISER CROSSWALK POST SINGLE BUTTON CLEANOUT SANITARY SEWER MANHOLE CATCH BASIN STORM DRAW MANHOLE CULVERT DRE DEPARTMENT CONNECTOR DRE HYDRANT IRRIGATION CONTROL VALVE WATER METER WATER VALVE GAS METER GAS VALVE BOLLARD SET BENCHMARK FOUND MONUMENT IN CASE DOUBLE YELLOW BUTTONS CMU RETAINING WALL EXISTING RETAINING WALL CONCRETE PAVING ASPHALT PAVING BUILDINGS CHERRY MAPLE POWER UNE TELECOMMUNICATIONS LINE CABLE LINE WATER LINE WATER LINE PER RECORD GAS LINE CHAIN UNK FENCE LINE (CLFNC) SANITARY SEWER LINE STORM DRAIN UNE 5704M DRAW UNE PER RECORD S H 2223 RIM 23.65 18" IE 12.73 5 18" 10 12.48 E RIM 24.37 6" DI 10 22.37 5 PIPE HAS DOWN TURN RIM 24.38 12" CONC IE 20.08 N 5SMN 2272 3 RIM 23.51 24" DI IE 12.61 N RIVER ROCK RIM 23.34 16' CONC IE 17.79 5 16" CONC IE 17.42 N DCDA SIGN K105K 30' UNION PACIFIC RAILROAD EASEMENT PER SOUTH CENTER SQUARE BINDING SITE PLAN 120080923001101 (71415 EASEMENT MAY NOT 071S7, 5410471 ONLY A5 A NOTIFICATION) TPN: 2623049110 FFE-25.9' RESERVED PARKING RIM 23.91 8" PVC IE 21.98 $ BRA DROP PIPE 21.71 TBMW'B4. EE: 24.47 l 55M1L1.850 RIA 24.93 8' PVC IE 14.71 S 8' PVC 1013.789 RIM 24.45. 6" DI IE 22.93 W PIPE HAS DOWN TURN 211 • C. RIM 23.36 12" PVC IE 18.59E 12' PVC IE 18.56 W O SCHEDULE B SPECIAL EXCEPTIONS 10' ELECTRIC E5MT. REC. NO. 16 7610120665 15' UTILITY ES/T. 13 REC. N0. 7207175017 25' ELECTRIC E5MT. REC. NO. 8411290968 EASEMENTS AND LEGAL DESCRIPTION ARE BASED ON THE ALTA COMMITMENT BY FIRST AMERICAN MU INSURANCE COMPANY, ORDER N0. NCS-906286-WAI. DATED MAY 3. 2018, AT 7:30 AM. 1 PERTAINS TO REAL ESTATE EXCISE TAX. 2 PERTAINS TO GENERAL TAXES. 3 PERTAINS TO GENERAL TAXES. 4 PERTAINS TO GENERAL TAXES. 5 PERTAINS TO GENERAL TAXES. 6 PERTAINS TO CITY LIEN. 7 PERTAINS TO CITY LIEN. 8 PERTAINS TO CITY LIEN. 9 /0604145 TO CITY LIEN. 10 SUBJECT TO EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN REGARDING ROAD AND UTILITIES PER REC. N0. 6050874. --SHOWN-- 11 SUBJECT 10 RESTRICTIONS, CONDITIONS, DEDICATIONS, 90105, EASEMENTS AND PROVISIONS, IF 497. A5 CONTAINED AND/OR DELINEATED ON THE FACE OF 111E PLAT OF UPLAND'S TUKWILA INDUSTRIAL PARK RECORDED IN VOLOUE 104. PAGE B, IN KING COUNTY, WASHINGTON.--EAITS 500744-- 12 SUBJECT TO EASEMENTS CONTAINED THEREIN PER REC. NO. 13 14 15 16 17 18 19 RIM 24.03 4" PVC 10 21.40 $ 6' 01 10 21.22 E DO NOT ENTE CO OIL/WATER SEPARATORS 7206300498. --DOCUMENTS NOT PROVIDE° FOR E5MTS. CONTAINED 171171111 THIS DOCUMENT -- SUBJECT TO EASEMENT, INCLUDING TERIA5 AND PROVISIONS CONTAINED THEREIN REGARDING UTILITIES PER REC. NO. 7207170517. -590M -- SUBJECT 207170517.--59OWN-- SUBJECT TO COVENANTS, CONDITIONS, RESTRICTIONS AND/OR EASEMENTS PER REC. N0. 7210200504 AND 7305020527.--SHOWN-- SUBJECT TO THE TERMS. PROVISIONS AND EASEMENT(S) CONTAINED IN THE DOCUMENT ENTITLED "RECIPROCAL EASEMENT- RECORDED SEPTEMBER 13. 1974 A5 RECORDING N0. 7409130481 OF OFFICIAL RECORDS, --AFFECTS SOUTHERLY PORTION OF PARCEL A -- SUBJECT TO EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN REGARDING UNDERGROUND ELECTRIC PER REC. N0. 7610120665.--SHOWN-- SUBJECT TO RESERVATION OF MINERAL RIGHTS PER REC. N0. 7806080783. --NOT P101708LE-- SUBJECT TO EASEMENT. INCLUDING TER645 AND PROWSION5 CONTAINED THEREIN REGARDING UNDERGROUND ELECTRIC PER REC. N0. 7901080562. --AS CONSTRUCTED -- SUBJECT TO RESTRICTIONS, CONDITIONS, DEDICATIONS, NOTES, EASEMENTS AND PROVISIONS, IF ANY, AS 001414I14013 AND/OR REV,/ (fl 12 DESCRIPTION OF REVISION DATE UPDATE EASEMENTS 10/19/18 REVISED STORM DRAIN FACILITIES 12/7/18 BY 3M 130 #3 d5 CC SEE ABOVE 000-25.8' NW CORNER OF SW 1/4, 5E 1/4 SEC 26 RR 1314045 (PARTIALLY UNDER ASPHALT. CONTS W.) RIM 25.41 8" PVC 10 10.65 5 18" IE 10.66 W 18" IE 10.54 E H 514 M 2 BOTTOM 15.59' RIM 24.39 WATER 17.8' 12" CONC IE 22.16 S (DETENTION FACIUTY ACCESS MANHOLE) 54411 1686 RIM 25.24 8" PVC 10 11.74 rnia rgICN (TYP) 11,61 N CB 2510 T -I RIM 24.18 12" DI10 21.81 506411 2511 N. 12114 24.36 12" CONC 10 17.83 5 12" DI IE 17.79 N CB 7512 RIM 24.25 12' 00140 IE 20.62 RIM 24.53 12" CPP IE 20.51 E 12- CPP IF 20.49 5E 12' CONC 10 20.45 14 671 RIM 24.39 12' CPP 10 20.84 E 12" CPP IE 20.84 W 5 ss 518 \\- CONCRETE TILT -UP BUILDING FFE=26.1' BIKE RACK RESERVED PARKING NOTES PST 13E14011 8010111G COLUMN (TTP) W/ SOLID LID RIM 22.22 4" PVC IE 14,01 W HAS PUMP IN STRUCTURE UNDETERMINED OUT LOCATION '"' W' 101614 JIh10844202.11: 8144 22,16 I 4' PVC IE 20,13 E CR 1616 41 2.8 RIM RIM 2551 »(l11i 12' 0640 IE 22.28 NE 12' 0648 10 22.28 W IN • RIM•26.20 x: 6' PVC IE 22.67 14 tg 6 DVC IE 22,95 IZ'C10IE 22.09E lO 10' ELECTRIC 16 E 10' REC. O. 7610120665 RIM 25.80 8" PVC IE 15.275 8" PVC tE 15.13 E RIM 24.69 4' PVC 10 23.44 W RIM 24,90 B" CONC 10 21.50 N 12' CPP 10 21.17 E RIM 25.07 12' CPP IE 21,05 61 12' CPP IE 20.95 S TPN:2623049079 I' CONTOURS INTERVAL DERIVED FROM DIRECT FIELD OBSERVATION. THIS SURVEY MEETS UNITED STATES NATIONAL MAP ACCURACY STANDARDS FOR VERTICAL ACCURACY OF ONE HALF THE CONTOUR INTERVAL. UNDERGROUND UTILITIES WERE LOCATED BASED ON THE SURFACE EVIDENCE OF UTILITIES (PAINT MARKS, SAW CUTS IN PAVEMENT, COVERS, LIDS, ETC.). THE CONTRACTOR SHALL VERIFY THE EXACT LOCATION, ELEVATION AND SIZE OF EXISTING UTILITIES PRIOR TO CONSTRUCTION. THE INFORMATION DEPICTED ON THIS MAP REPRESENTS THE RESULTS OF A SURVEY CONCLUDED ON SEPTEMBER 25, 2018 AND CAN ONLY BE CONSIDERED AS INDICATING THE GENERAL CONDITIONS EXISTING AT THAT TIME. P01614R0 CONTROL POINTS AND ACCESSIBLE MONUMENT POSITIONS WERE FIELD MEASURED UTILIZING GLOBAL POSITIONING SYSTEM (CPS) SURVEY TECHNIQUES USING LEICA G514 GPS/0905 EQUIPMENT EQUIPMENT. MONUMENT POSITIONS THAT WERE NOT DIRECTLY OBSERVED USING GPS SURVEY TECHNIQUES WERE TIED INTO THE CONTROL POINTS UTILIZING LEICA ELECTRONIC 1201 TOTAL STATIONS FOR THE MEASUREMENT OF 60TH ANGLES AND DISTANCES. THIS SURVEY MEETS OR EXCEEDS THE STANDARDS SET BY WAGS 332-130-080/090 TEMPORARY BENCHMARKS -TBH A SET 'X' ON TOP WESTERLY 3/4 BOLT 19 ECO -BLOCK WALL AT SOUTHEASTERLY END OF TOPOGRAPHIC MAPPING. ELEVATION: 27.83' OTU '8' SET MAG NAIL W/AXIS CONTROL WASHER IN PARKING LOT 34' EAST OF NORTH END OF PLANTER ISLAND IN FRONT OF PARTY CITY. ELEVATION: 24.47' DELINEATED ON THE FACE OF THE PLAT OF UPLAND DRIVE BUSINESS PARK CONDOMINIUM RECORDED IN VOLUME 31 OF CONDOMINIUM PLATS, PAGE 73, IN KING COUNTY, WASHINGTON. --NO NEW ESMTS-- 20 SUBJECT TO TERMS. PROVISIONS. REQUIREMENTS AND LIMITATIONS CONTAINED IN THE HORIZONTAL PROPERTY REGIMES ACT, CHAPTER 156, LAWS OF 1963 (ROW 64.32) A5 NOW AMENDED OR AS IT 1.I07 HEREAFTER BE AMENDED. --NO mon-- 21 SUBJECT TO ANY ASSESSMENT NOW OR HEREAFTER LEVIED UNDER THE PROVISIONS OF THE CONDO14INIUM DECLARATION OF UPLAND DRIVE BUSINESS PARK 00NERS ASSOCIATION. OR ANY AMENDMENT(S) THERETO. OR UNDER THE BY-LAWS ADOPTED PURSUANT TO SAID DECLARA0ON NONE DUE AND PAYABLE. --90 ESMTS-- 22 SUBJECT TO THE EASEMENT CONTAINED IN THE DOCUMENT ENTITLED "BIND1NG SITE IMPROVEMENT PLAN FOR UPLAND DRIVE PARK' RECORDED SEPTEMBER 06, 1984 AS RECORDING NO. 8409060875. --NO NEW MATS -- 23 SUBJECT TO EASEMENT, INCLUDING TERMS AND PROVISI095 CONTAINED THEREIN REGARDING UNDERGROUND ELECTRIC PER REC. N0. 8411290968.--SHOWN-- 24 50811.1 TO EASEMENT, INCLUDING TERMS AND PROV151055 5SMH 2115 RIM 25.37 8" PVC IE 13.22 5 8" PVC IE 13,71 NE INSIDE DROP NE 13.98 8' PVC 10 13.06 NE FFE-26,1' RIM 26.12 B' CPP IE 22.07 E RIM 24.82 6" PVC 10 22.91 W 12' CMP IE 22.75 SW 27 30' ROAD & UTILITY E5MT. REG N0. 60508/4 1T GATE 36,05' RAILROAD 11 8/111 05141. '''''.."--OUTFALL POND AREA 50 1 (DENSE SNRUB_ 12"CY 6'01190 NW - 5'OF710 SW&SE 111 41) III`` ;Jim END OF WATER .i�LOCATION SIGNAL y / P14, 8835100600 P8 RIM 25.10 12" CPP IE 19.94 14 12' CPP 10 19.94 2' Y CLFNC C1.117 12 0MP IE - 22.49' E SOMH 1621 RIM 25.70 24" CMP 10 16,30 5 24" CMP 10 16,30 N TOP 24' STAND PIPE 20.20 WATER 17.8 5098 1622 RIM 25.69 8948LE TO MEASURE DUE TO LOW CEILING AND PIPES BEING HIGH IN STRUCTURE -25 - 199 AV ELEV - 27.83' SET 'X' ON TOP WESTERLY BOLT OF ECO BLOCK WALL ( r•- -1 60' RESTRICTIVE NO 14 BUILDING COVENANT 125' 35 REC. 140. 7210200584 CONTAINED THEREIN REGARDING UNDERGROUND ELECTRIC PER REC NO. 8812270337. --AFFECTS SOUTHERLY PORTION OF PARCEL A-- 25 SUBJECT TO EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN REGARDING UNDERGROUND ELECTRIC PER REC. N0. 8012270337.--A5 CONSTRUCTED -- 26 SUBJECT TO THE TERMS AND PROVISIONS CONTAINED IN THE DOCUMENT ENTITLED 'AGREEMENT", EXECUTED BY AND 801110EN CITY' OF TUKWILA. A WASHINGTON MUNICIPAL CORPORATION AND PACIFIC NORTHWEST GROUP A. A JOINT VENTURE, RECORDED SEPTEMBER 27, 1991 AS INSTRUMENT N0. 9109270299 OF OFFICIAL RECORDS. --NO ESM15-- 27 PERTAINS TO LEASE. 28 PERTA1149 TO LEASE. 29 SUBJE01 TO THE TER05. PROVISIONS AND EASEMENT(5) CONTAINED IN THE DOCUMENT ENTITLED "DECLARATION OF RECIPROCAL ACCESS AND PARKING EASEMENT AGREEMENT- RECORDED GREEMENTRECORDED AUGUST 21, 1998 A5 RECORDING NO. 9808210837 OF OFFICIAL RECORDS. --BLANKET MIT -- 30 PERTAINS TO LEASE. 31 PERTAINS TO LEASE. 32 SUBJECT TO EASEMENT AS DELINEATED ON THE FACE OF THE SURVEY RECORDED MA1' 12, 1555 UNDER RECORDING N0. 60' RIM 5.88 8" C2PP IE 22.07 NE AILROAD TRACKS W/ASPHALT IN BETWEEN 8114 25.47 8" PVC 10 14.82 $ 8" PVC 10 14.42 W 8' PVC IE 14.32 14 30' RAILROAD F1/9 0501.0 RIM 26.19 8' CPP 10 21.39 W 8" CPP 10 21.39 SW 12" CPP IE 21.28 E 987'55'53'W 66.54' m NO1'08'35"0 391 70' FOUND LEAD & TACX IN CONCRETE MONUMENT IN CASE 9/14/18 T FOUNDOWN D 0.70' TA01 IN N LECASE. CONC. A° IN 05/04/17 CONTROL 1•=200' 9905129003, IN VOLUME 129 OF SURVEYS, AT PAGE 173, IN KING COUNTY, WASH195104.--140 MIT SHOWN -- 33 SUBJECT TO EASEMENT, INCLUDING TER615 AND PROVISIONS CONTAINED THEREIN REGARDING GAS & ELECTRIC PER REC. N0. 20010216000200. --A5 CONSTRUCTED -- 34 PERTAINS TO LEASE. 35 PERTAINS TO LEASE. 36 PERTAINS TO LEASE. 37 PERTAINS TO LEASE. 38 SUBJECT TO EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN REGARDING GAS PER REC. N0. 200304100001331. --AS 0011518801E0-- 39 PERTAINS TO LEASE. 40 PERTAINS TO LEASE. 41 SUBJECT TO THE FOLLOVANG MATTERS DISCLOSED BY AN ALTA/AGSM SURVEY MADE BY HILLMAN NATIONAL LAND SERVICES WITH A LAST REVISED DATE OF NOVEMBER 2. 2012, DESIGNATED JOB N0. 27806: 0) SUBJECT'S BUILDING LIES A MAXIMUM DISTANCE OF 2.6 FEET OVER THE WESTERLY LINE OF A 15' WIDE UTILITY EASEMENT b) SUBJECT'S BUILDING LIES A MAXIMUM DISTANCE OF 12.6 FEET OVER THE WESTERLY LINE OF A 25' MOE PUGET SOUND POWER AND LIGHT UTILITY EASEMENT c) SUBJECT'S BUILDING UES A MAXIMUM DISTANCE OF 0.9 FEET OVER THE EASTERLY LINE OF A 25' WIDE BUILDING RESTRICTION EASEMENT/RECIPROCAL EASEMENT a) SUBJECT'S BUILDING APPEARS TO LIE COMPLETELY ACROSS ID' PUGET SOUND POWER & LIGHT UTILITY EASE0ENT 42 PERTAINS TO DEED OF TRUST. 43 PERTAINS TO FINANCING STATEMENT. 44 PERTAINS TO LEASE. 45 SUBJECT TO EASEMENT. INCLUDING TER615 AND PR011SION5 CONTAINED THEREIN REGARDING GAS PER REC. NO. 20140724000746. --AS CONSTRUCTED -- 46 PERTAINS TO LEASE. 47 PERTAINS TO LEASE. 48 PERTAINS TO LEASE_ 49PERTAINS TO UN 50 PERTAINS TO UEN. SE 1/4, SW 1/4, Axis GRAPHIC SCALE 1 1 1 1 30 15 0 30 1"=30' BASIS OF BEARINGS 60 HELD A BEARING OF NORTH 11'59'33' WEST ALONG THE MONUMENTE0 CENTERUNE OF 50014008108 PARKWAY PER RECORD OF SURVEY BY CHADWICK & WINTERS LAND SURVEYING RECORDING NUMBER 9905129003 HORIZONTAL DATUM HORIZONTAL DATUM:NAD '83/11 CPS 2011 WASHINGTON NORTH ZONE VERTICAL DATUM 9AVD '88 PER CITY OF TUKWILA POINT N0. 0-14, 3' BRASS DISC MARKED 'SURVEY MON" A5 FOUND IN 111E BACK OF WALK. ELEVATION: 27.27 LEGAL DESCRIPTION PARCEL A: THAT PORTION OF THE SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER, AND OF THE SOUTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 26, TOWNSHIP 23 NORTH, RANGE 4 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON, AND OF THE NORTHWEST QUARTER OF THE NORTHEAST QUARTER. AND OF THE NORTHEAST QUARTER OF THE NORTHWEST QUARTER OF SECTION 35, TOWNSHIP 23 NORTH, RANGE 4 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHWEST CORNER OF THE NORTHEAST QUARTER OF SAID SECTION 35; THENCE SOUTH 07'4498•EAST ALONG THE NORTH LINE OF SAID NOR IHEA5T QUARTER A DISTANCE OF 140,16 FEET TO THE TRUE POINT OF BEGINNING; THENCE SOUTH 02'2412•WE5T PARALLEL TO THE WEST UNE OF SAID NORTHEAST QUARTER A DISTANCE OF 894.23 FEET TO THE NORTH LINE OF THE SOUTH 430 FEET OF THE NORTHWEST QUARTER OF THE 800160450 QUARTER OF SAID SECTION 35. THENCE NORTH 87'5099•WE5T ALONG SMD NORTH LINE A DISTANCE OF 140.16 FEET TO THE EAST LINE OF THE NORTHEAST QUARTER OF THE NORTHWEST QUARTER OF SAID SECTION 35; THENCE NORTH 87'5057'40ST ALONG THE NORTH LINE OF THE SOUTH 430 FEET OF 5410 NORTHEAST QUARTER OF THE NORTHWEST QUARTER A DISTANCE OF 177.29 FEET TO A POINT 6 FEET DISTANT NORTHEASTERLY, MEASURED AT RIGHT ANGLES. FROM THE EASTERLY MARGIN OF THE MESS BROTHERS COUNTY ROAD NO 972; THENCE NORTH 11'5913 -WEST ALONG A LINE 6 FEET DISTANT NORTHEASTERLY, MEASURED AT RIGHT ANGLES FROM SAID EASTERLY 140809 A DISTANCE OF 1771.86 FEET; THENCE CONTINUING ALONG SAID UNE 6 FEET DISTANT NORTHEASTERLY ALONG A CURVE TO THE RIGHT HAVING A RADIUS OF 919.37 FEET, AN ARC DISTANCE OF 210.78 FEET THROUGH A CENTRAL ANGLE OF 13'0808`, THENCE NORTH 0I'0815•EAST ALONG SAID LINE 6 FEET DISTANT NORTHEASTERLY A DISTANCE OF 285.11 FEET TO THE NORTH LINE OF THE SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER OF SAID SECTION 26: THENCE SOUTH 87'5553 -EAST ALONG SAID NORTH UNE A DISTANCE OF 625.20 FEET TO THE WEST LINE OF THE SOUTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SAID SECTION 26: THENCE SOUTH 07'5502 -EASE ALONG THE NORTH LINE OF SAID SOUTHWEST QUARTER OF THE SOUTHEAST QUARTER A DISTANCE OF 140.16 FEET; THENCE SOUTH Ol'1225'WEST PARALLEL TO THE WEST LINE OF SAID SOUTHWEST QUARTER OF THE SOUTHEAS1 QUARTER A DISTANCE OF 1318.77 FEET TO THE TRUE POINT OF BEGIN18140: EXCEPT THE NORTH 2 FEET OF THAT PORTION OF THE SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER AND OF THE SOUTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 26, TOWNSHIP 23 NORTH. RANGE 4 EAST, WILLAMETTE MERIDIAN, DESCRIBED A5 FOLLOWS: BEGINNING AT THE NORTHWEST CORNER OF THE SOUTHWEST 00081031 OF THE SOUTHEAST QUARTER OF SAID SECTION 26, THENCE SOUTH 07'5552•EAST ALONG THE NORTH LINE OF SAID SOUTHWEST QUARTER OF THE SOUTHEAST QUARTER, A DISTANCE OF 140.16 FEET; THENCE SOUTH 01'1225"WE5T PARALLEL TO THE WEST LINE OF SAID SOUTHEAST QUARTER. A DISTANCE OF 490.00 FEET; THENCE NORTH 88'47.35•WEST, A DISTANCE OF 738.90 FEET TO A POINT 6 FEET DISTANT NORTHEASTERLY, MEASURED AT RIGHT ANGLES, FROM THE EASTERLY MARGIN OF MESS BROTHERS COUNTY ROAD NUMBER 972: THENCE NORTH 11'59I3•4EST ALONG SAID LINE 6.00 FEET DISTANT NORTHEASTERLY. MEASURED AT RIGHT ANGLES, FROM SAID EASTERLY MARGIN, A DISTANCE OF 7.73 FEET TO A POINT OF CURVATURE: THENCE CONTINUING ALONG SAID UNE 6.00 FEET DISTANT NORTHEASTERLY, MEASURED AT RIGHT ANGLES. FROM SAID EASTERLY MAR0N, ALONG A CURVE TO THE RIGHT HAVING A RADIUS OF 919.37 FEET AN ARC DISTANCE OF 210.78 FEET THROUGH A CENTRAL ANGLE OF 150898•, THENCE NORTH 01'0875 -EAST ALONG SAID LINE 6.00 FEET DISTANT NORTHEASTERLY, MEASURED AT RIGHT ANGLES. FROM SAID EASTERLY MARGIN, A DISTANCE OF 285.11 FEET 10 THE NORTH LINE OF THE SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER OF SAID SECTION 26; THENCE SOUTH 87'5553'EA5T ALONG SAID LINE A DISTANCE OF 625.20 FEET TO THE WEST LINE OF THE SOUTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 26 AND THE TRUE POINT OF BEGINNING, AND THAT PORTION OF THE SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER OF THE AFOREDESCRIBED PARCEL LYING SOUTH OF THE NORTH 200 FEET OF SAID DESCRIBED PARCEL AND ALSO L1NG NORTHWESTERLY OF A CURVE HAVING A RADIUS OF 3500 FEET AND WHICH 15 TANGENT TO THE SOUTH LINE OF THE SAID NORTH 2.00 FEET AND ALSO TANGENT TO A UNE PARALLEL WITH AND 5.00 FEET WEST AS MEASURED AT RIGHT ANGLES TO THE WEST LINE OF THE 4F080009CRIBED PARCEL, AS CONVEYED TO THE CITY OF TUKWILA FOR MINKLER BOULEVARD BY WARRANTY DEED RECORDED UNDER RECORDING NUMBER 9408290325. TOGETHER WITH THOSE CERTAIN RIGHTS IN A 35 FOOT NO BUILD CORRIDOR A5 DEFINED 19 RESTRICTIVE COVENANT RECORDED OCTOBER 20. 1972 AND MAY 2. 1973 UNDER RECORDING NUMBER 7210200584 AND 7305020527. PARCEL 8: BEGINNING AT THE NORTHWEST CORNER OF LOT 4. UPLAND'S TUKWILA INDUSTRIAL PARK, ACCORDING TO TH0 PLAT THEREOF. RECORDED IN VOLUME 4 OF PLAT5, PAGES 8. 9 AND 10. RECORDS OF KING COUNTY. WASHINGTON; THENCE SOUTH 01')225•WEST, 426.63 FEET ALONG THE WEST LINE OF SAID LOT TO THE SOUTHWEST CORNER OF SAID LOT: THENCE SOUTH 87'5504' EAST, 11.45 FEET ALONG THE SOUTH LINE OF SAID LOT TO A POINT ON A CURVE, THE RADIUS POINT OF WHICH BEARS SOUTH 78.3757 -EAST. 410.88 FEET DISTANT: THENCE NORTHEASTERLY, ALONG THE ARC OF A CURVE CONCAVE TO THE SOUTHEAST HAVING A RADIUS OF 410.88 FEET, THROUGH A CENTRAL ANGLE OF 10'06 • A AN AR LENGTH 7 .4 F 75. AND CSE 10 OF 2 8 FEET; THENCE NORTH NORTHEASTERLY ALONG 1180 ARC TO A POINT OF CURVATURE; THENCE NORTHEASTERLY ALONG THE THROUGH OF A CURVE TO INC RIGHT HAVING A 8D 414 Of 481.45 FEET. FEE A CENTRAL ANGLE OF THENCE 2 ARC LENGTH OF 67.22 FEET; THENCE NORTH NORTHEASTERLY, ALT, 160 FEET TO A PONT OF CURVATURE: THENCERADIUSOF1 ALONG THE ARC 11 A CURVE TO THE RIGHT, HAVING195 ' RADIUS OF 410.86 FEET, THROUGH T, CENTRAL ANGLE OF 5THENCE NORTH AN ARC LENGTH OF 389,92 6310 FEET: THENCE NORTH 2IS 405- EAST. 29.92 TOA PONT 0 THE NOG; LINE OF SAID LOT ORICH 7' 502'8 FEET 5.044 THE PONT OF BEGIID NORTH THENCE NORTH 8061 BEGINNING. T 405.00 FEET ALONG SAID NORTH LINE 10 THE TRUE POINT OF BEGINNING. & SW 1/4, SE 1/4, SEC. 26, TWP. 23N., RGE. 4E., W.M. CITY OF TUKWILA, KING COUNTY, WASHINGTON Axis AP* Survey & Mapping 15241 NE 90TH ST REDMOND, WA 98052 TEL. 425.823-5700 FAX 425.823-6700 JACKSON / MAIN ARCHITECTURE, INC 311 FIRST AVE S SEATTLE, WA 98104 LIMITED TOPOGRAPHIC SURVEY FOR LAM'S MARKET www.axis map.com JOB NO. 18-164 DATE 12/7/18 DRAWN BY JM/DMB CHECKED BY ZLN SCALE 1"=30' SHEET 1 OF 1 1n KEY NOTES: O ASPHALT PAVEMENT CONCRETE PAVEMENT, CONCRETE SCORING O PATTERN AND COLOR TO BE DETERMINED BY ARCHITECT/DEVELOPER CONCRETE SIDEWALK, CONCRETE SCORING O PATTERN AND COLOR TO BE DETERMINED BY ARCHITECT/DEVELOPER DO CONCRETE CURB AND GUTTER O VERTICAL CURB O BOLLARD (TYP.) Nir © SAWCUT EXISTING PAVEMENT, MATCH, AND JOIN W1TH AR -4000 OR APPROVED EQUAL. O FIRE LANE STRIPING (SEE NOTE 1 THIS SHEET) O TRAFFIC ARROWS (TYP.) a O 4" WIDE, SOLID WHITE PAINTED STRIPE (TYP.) OK 4" WIDE WHITE STRIPING AT 45 -DEGREES AT 18" O.C. (TYP,) O ACCESSIBLE PARKING SPACE, SIGN, SYMBOL MM GENERATOR PAD AND GENERATOR DESIGN TO BE PROVIDED BY THE STRUCTURAL ENGINEER. OTYPE A PERPENDICULAR ADA RAMP F-401 05 3 F-4510-02 WITH DETECTABLE WARNING SURFACE ® 1 WI O STOP BAR AND STOP SIGN © 11E INTO EXISTING VERTICAL CURB (TYP.) 0 11E INTO EXISTING CONCRETE SIDEWALK (TYP.). CONTRACTOR TO ENSURE PROPER DRAINAGE AND ADA COMPLIANCE. O TIE INTO EXISTING CURB AND GUTTER (TYP.) OS COOLER. (SEE ARCHITECTURAL PLANS) OPROPOSED CLOCK TOWER ENTRY (SEE ARCHITECTURAL PLANS) O PATIO AREA (SEE ARCHITECTURAL PLANS) O ROLL -UP DOORS (TIP.) (SEE ARCHITECTURAL PLANS) O CANOPY (TYP.) (SEE ARCHITECTURAL PLANS) O CANOPY COLUMNS (TYP.) (SEE ARCHITECTURAL PLANS) OY CART CORRAL (SEE ARCHITECTURAL PLANS) O STRUCTURAL CONCRETE PAD DESIGN AND BACKFILL RECOMMENDATION TO BE PROVIDED BY THE STRUCTURAL ENGINEER. 8 ASPHALT RAMP FOR COOLER DELIVERIES. SEE GRADING PLAN FOR ADDITIONAL INFORMATION. MINKLER BLVD. NOTES: I. FIRE LANE STRIPING PER CITY OF TUKWILA FIRE DEPARTMENT STANDARDS, FIRE LANE STRIPING TO BE DOUBLE COATED PAINTED YELLOW ON TOP AND SIDE OF CURB, EXTENDING THE LENGTH OF THE DESIGNATED FIRE LANE. PAVEMENT NEXT TO THE CURB TO BE MARKED WITH MINIMUM 18" IN HEIGHT BLOCK LETTERING WITH MINIMUM 3" BRUSH STROKE LETTERING READING "NO PARKING - FIRE LANE" AT 50 FEET ON CENTER. rJ 0 10 20 40 SCALE: 1 inch =20 ft. LEGEND PROPERTY LINE SAWCUT LINE FIRE LANE STRIPING PROPOSED CURB PROPOSED CURB AND GUTTER PROPOSED BUILDING PROPOSED ASPHALT PAVEMENT PROPOSED CONCRETE SIDEWALK PROPOSED CONCRETE PAVEMENT PROPOSED LANDSCAPE AREA JACKSON 1 MAIN ARCHITECTURE 311 FIRST AVENUE SOUTH SEATTLE. WA 98104 1208.324.4800 WWW.JACKSONWLIN.COM �J NAVIX SITE I CIVIL 11235.• A6 W -1 t 426..0.6501 M4M 150 5425.403 06 641Mw,we NOM mrsenntersj.corn 0 0 O z 3 03/22/=019 PROJECT NO.: PROJECT MGR: DRAWN BY: CHECKED 85: 50529008 JKG JKGIRJH JET SITE IMPROVEMENT PLAN C-1.0 Y0OW11 MAINZ 6TECRREP2.52515 E rn 3 8 2 i E 20 i 3 JACKSON 1 MAIN ARCHITECTURE 311 FIRST AVENUE SOUTH SEATTLE. WA98104 5206.324.4800 W W W.IACKSONMAIN.COM riNAVIX SITE 1 CIVIL 1256.. 611,41... 6 425463,6501 .4,4150 t426.453.1056 w64 m,w116001 ar.h.pmn STORM DRAINAGE NOTES (NAVIX) 1'25:66 TC 25.16 BC .(E25.14-(M.E.). 26.09 76 25.59 BC 25.57 (M.E. I�m_I Ir -SII 25.58 TP 25.74 TC 25.24 BC r'• - 25:25 (9.E.) 25.75 36.(61.6.). 25.25 BC (M.E.) 25.69 TP 26.02 (M.E.) 25.91 TP 26.10M 25.24 TC/BC 25.21 'TC/BC 25,57'TP 25.74 TC 25.24 BC 25_53 TP lir _r- r © 17 - 25.77 TP ?` . \ ©Ti 25., P Alt 26.10 25.06 TC/BC' 25.67 TC 25.17 BC ' 25.20 TC/BO 25.92 TP 25.91 TP 25.51 TC 25.01 BC 26.20 (M.E. 26.20 (M.E. . L..F_ l(Ic ii -2 t rl RC. Ix,. - oli 120(-365 26.1 26.1 25.49 TP 26.00 1P 25.61 TC 25.17 BC 25.79 TC 25.29 BC 26.00 7P 25.54 (M.E.) 26.18 TC 25.68 BC 25.99 1P 26.33 TC 25.83 BC 26.38 TC 25.88 BC 25.95 TP 26.10 26.10 26.10 TC 26.03 BC 26.10 TC 26.08 BC 26.10 TP 26.10 7P 25.76 (M.E.) 126.20 (M.E. (146.)_. 26.25 146.)_- 25.98 TC 25.48 BC 25.35 24.85 Tg.A -Ip'S. 26.00 TC . 25.50 BC ;/% � 25.06 (M.E.) T I 26.37 TCI I, 25.87 8CI n 7 i 25.64'44- I ''{ 25.02 TP CONTRACTOR TO AD.UST RIM TO GRACIE AN0 REPLACE MM SOLID LOO(ING UD Jam_-Vr I J4EW_R11(a25.7f. - I' 038 ♦- 26.16 TCI 25.66 6( 25.82 TCI ' Yl 2532 BC1 I I5. II 26.27 TC 8,40 125.77 BC (1.1.6.) 11I 6.49 TC 5.99 C 2.287 26.78 6 25.43 TC 24:93 BC 25:53. TP h -- 5.55 25.44 TP 35Tiff - - 26.60 TC 26.10 BE 26.30 TC 25.80 BC 25.89 TC 25.39 BC 26.25 ,1P 26.26 STP 6.88 (M.E.)4' 25.73 (61.E.) 1 I f-25.71 (4.11) 26.10' TC I 25.29 BC I `T 25.22 TP - 25.66 M.E.)I �I, it I 1 . it A., I 5.1 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE MOST CURRENT APPLICABLE LOCAL, STATE. AND FEDERAL STANDARDS. 2. EXISTING DRAINAGE STRUCTURES TO BE INSPECTED AND REPAIRED AS NEEDED. AND EXISTING PIPES TO BE CLEANED OUT TO REMOVE ALL SILT AND DEBRIS. 3. IF ANY EXISTING STRUCTURES TO REMAIN ARE DAMAGED DURING CONSTRUCTION IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO REPAIR AND/OR REPLACE THE EXISTING STRUCTURE AS NECESSARY TO RETURN IT TO EXISTING CONDITIONS OR BETTER. 4. STORM DRAINAGE PIPE WITH LESS THAN 2'-0" COVER SHALL BE CLASS IV REINFORCED CONCRETE PIPE, OR APPROVED EQUAL, TO SUSTAIN H-20 LOADING. 5. ALL ONSITE STORM DRAINAGE PIPE SHALL BE SMOOTH-WALLED INTERIOR, MANUFACTURER'S VERIFICATION OF MANNING'S ROUGHNESS COEFFICIENT 1,1=0.012 OR LESS. 6. STORM DRAINAGE PIPE SLOPES SHALL 8E NOT BE LESS THAN 0.59.. 7. PRECAST STRUCTURES MAY BE USED AT CONTRACTOR'S OPTION. 8. ALL CATCH BASINS AND AREA DRAINS ARE TO BE SITUATED SUCH THAT THE OUTSIDE EDGE OF GRATE FRAME IS AT TOE OF CURB OR FLOW LINE OF GUTTER (WHERE APPLICABLE). 9. CATCH BASIN INLET PROTECTION / EROSION CONTROL TO BE USED FOR ALL NEW INLETS. 10. ALL STORM PIPE ENTERING STRUCTURES SHALL BE GROUTED TO ASSURE CONNECTION AT STRUCTURE IS WATERTIGHT. 11. ALL STORM SEWER MANHOLES IN PAVED AREAS SHALL BE FLUSH WITH PAVEMENT. AND SHALL HAVE TRAFFIC BEARING RING AND COVERS. MANHOLES IN UNPAVED AREAS SHALL BE 6" ABOVE FINISH GRADE. UDS SHALL BE LABELED "STORM" OR "DRAIN". 12. ALL STORM STRUCTURES SHALL HAVE A SMOOTH UNIFORM POURED MORTAR INVERT FROM INVERT IN TO INVERT OUT, UNLESS OTHERWISE SHOWN IN THE CATCH BASIN DETAIL. 13. CONTRACTOR SHALL CONNECT ROOF DRAIN LEADERS TO PROPOSED STORM DRAINS AS SHOWN. 14. RIM FOR CURB INLETS REFERS TO THE ACCESS UD. SEE CIVIL FINISHED GRADING PLANS FOR CURB INLET ELEVATIONS AT THE GUTTER LINE. 27.15 TC 26.65 BC 26.54 (M.E.) 26.60 (61.E.) j II STORM DRAINAGE NOTES (CITY OF TUKWILA) 1. ALL METHODS AND MATERIALS SHALL MEET CITY OF TUKWILA DEVELOPMENT GUIDELINES AND DESIGN AND CONSTRUCTION STANDARDS. AND THE ADOPTED KING COUNTY SURFACE WATER DESIGN MANUAL, UNLESS OTHERWISE APPROVED. 2. MARK ALL STORM DRAIN INLETS WITH 'DUMP NO WASTE"AND EITHER "DRAINS TO STREAMS". "DRAINS TO WETLANDS", OR "DRAINS TO GROUNDWATER", AS APPLICABLE. 3. DRIVEWAY CULVERTS SHALL BE OF SUFFICIENT LENGTH TO PROVIDE A MINIMUM 3:1 SLOPE FROM THE EDGE OF THE DRIVEWAY TO THE BOTTOM OF THE DITCH. CULVERTS SHALL HAVE BEVELED END SECTIONS THAT MATCH THE SIDE SLOPE. r _!--- MINKLER BLVD. EARTHWORKS (NAvT0) I. CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR MAKING ALL EXCAVATIONS IN A SAFE MANNER. PROVIDE APPROPRIATE MEASURES TO RETAIN EXCAVATION SIDESLOPES AND PREVENT ROCK FALLS, TO ENSURE THAT PERSONS WORKING IN OR NEAR THE EXCAVATION ARE PROTECTED. 2. NAVIX HAS NOT DESIGNED OR REVIEWED, IS NOT RESPONSIBLE FOR. AND DOES NOT CERTIFY ANY ASPECT OF ANY EXCAVATION SHORING SYSTEMS AND/OR SAFETY SYSTEMS FOR ANY EXCAVATION WHICH MAY BE DESCRIBED. SHOWN. OR DEPICTED. DIRECTLY OR INDIRECTLY, ON THESE DRAWINGS. 3. ELEVATION SLOPES SHOWN AT TOP OF OPEN CUT LOCATIONS ARE APPROXIMATE. 4. SEE STRUCTURAL DRAWINGS FOR LOCATION AND ELEVATION OF FOOTINGS AND LIMITS OF SLABS. 5. REPLACED TOPSOIL SHALL HAVE AN ORGANIC MATTER CONTENT OF BETWEEN EIGHT AND THIRTEEN PERVENT DRY WEIGHT AND PH SUITABLE FOR THE PROPOSED LANDSCAPE PLANTS. PER 2010 TUKWILA INFRASTRUCTURE DESIGN AND CONSTRUCTION STANDARDS, SECTION 5.6.8.1. 6. APPROX. EARTHWORK VOLUMES: CUT = 25 CY FILL 185 CY NET = 160 CY (FILL) (THESE VOLUMES ARE BASED ON AN APPROXIMATE ANALYSIS BETWEEN EXISTING AND FINISH GROUND. CONTRACTOR SHALL NOT RELY ON THIS INFORMATION AND BE RESPONSIBLE FOR CALCULATING THEIR OWN VOLUMES BASED ON THE CITY APPROVED DRAWINGS). 0 10 20 40 I 11 SCALE: 1 inch -20 ft. LEGEND - 21- MINOR CONTOUR - 20 - MAJOR CONTOUR xx.xx 5.08 - RDL - ROOF DRAIN LINE SPOT ELEVATION SLOPE ARROWS STORM DRAIN PIPE Witir SPOT ELEVATION ABBREVIATIONS: TC: TOP OF FACE OF CURB BC: TOP OF PAVEMENT AT FACE OF CURB TP: TOP OF PAVEMENT ME: MATCH EXISTING STORM STRUCTURE SCHEDULE PIPE 1( DESCRIPTION Oj CLEANOUT RIM = 25.88 6" IE = 23.38 (NW) 1 CLEANOUT 16 = 25.73 ORIM 2 6" IE = 23.22 (NE) 6 6" IE - 23.22 (SE) 3 6" X 8" WYE CONNECTION 3 EX. 8" IE = 22.11 (E,W) ONEW 6" IE = 22.28 (5) CONTRACTOR TO FIELD VERIFY SD LOCATION/ELEVATION AND NOTIFY ENGINEER IMMEDIATELY OF ANY DISCREPANCIES. AREA DRAIN Oq RIM = 25.48 6" IE = 22.98 (5) 6" X 8" WYE CONNECTION EX. 8" IE = 22.70 (E,W) ONEW 6" IE = 22.87 (N) CONTRACTOR TO FIELD VERIFY SD LOCATION/ELEVATION AND NOTIFY ENGINEER IMMEDIATELY OF ANY DISCREPANCIES. CHAIN DOWNSPOUTS TO CONVEY CANOPY O6 DRAINAGE INTO LANDSCAPE. REFER TO ARCHITECTURAL PLANS FOR DETAILS. SPLASH BLOCKS TO BE USED AT O DOWNSPOUT LOCATIONS IN PLANTER PER DETAIL 3. SHEET C-2.1 STORM PIPE SCHEDULE PIPE 1( DIAMETER LENGTH (FT) SLOPE 1 6" D.I. 16 1.05 0 6" D.I. 6 15.72 3 6" D.I. 3 22.3% h g Z a p O I- Z LL uu 5E 4 = co < W - j CCO Y CO _ C W O CO GQ M - 6 4 t c '5 d� 0 09/22/20/9 PROJECT ND.: PROJECT MGR: DRAWN BY: CHECKED BY: 50528006 JKG JKG/RIH JET GRADING AND DRAINAGE PLAN C-2.0 ...Om 1644 N ARCIVECNRE P9.O ID15 APPENDIX B CSWPP WORKSHEETS NAVIX Lam's Seafood Market - Tukwila, WA KING COUNTY, WASHINGTON, SURFACE WATER DESIGN MANUAL BMP Implementation Completed by: Title: Date: Develop a plan for implementing each BMP. Describe the steps necessary to implement the BMP (i.e., any construction or design), the schedule for completing those steps (list dates), and the person(s) responsible for implementation. BMPs Description of Action(s) Required for Implementation Scheduled Milestone and Completion Date(s) Person Responsible for Action Good Housekeeping 1. 2. 3 Preventive Maintenance 1. 2. 3. 4. Spill Prevention and Emergency Cleanup 1. 2. 3. Inspections 1. 2. 3. 2016 Surface Water Design Manual— Appendix D CSWPP Forms 4/2.4/2016 NAVIX Lam's Seafood Market - Tukwila, WA KING COUNTY, WASHINGTON, SURFACE WATER DESIGN MANUAL BMPs Description of Action(s) Required for Implementation Schedule Milestone and Completion Date(s) Person Responsible for Action Source Control BMPs 1. 2. 3 4. 5. 6. 7. 8. Treatment BMPs 1. 2. 3. 4. Emerging technologies Flow Control BMPs 1. 2. 3. 4. 2016 Surface Water Design Manual — Appendix 0 CSWPP Forms 4/24/2016 NAVIX Lam's Seafood Market - Tukwila, WA KING COUNTY, WASHINGTON, SURFACE WATER DESIGN MANUAL Pollution Prevention Team Completed by: Title: Date: Responsible Official: Title: Team Leader: Office Phone: Responsibilities: Cell Phone #: Pager #: (1) Title: Responsibilities: Office Phone: Pager #: Cell Phone: (2) Title: Responsibilities: Office Phone: Pager #: Cell Phone #: 2036 Surface Water Design Manual — Appendix D CSWPP Forms 4/24/2016 NAVIX Lam's Seafood Market - Tukwila, WA KING COUNTY, WASHINGTON, SURFACE WATER DESIGN MANUAL Employee Training Completed by: Title: Date: Describe the annual traini3 of employees on the SWPPP, addressing spill reseonse, good housekeeping, and material management practices. Training Topics 1.) LINE WORKERS Brief Description of Training Program/Materials (e.g., film, newsletter course) Schedule for Training (list dates) Attendees Spill Prevention and Response Good Housekeeping Material Management Practices 2.) P2 TEAM: SWPPP Implementation Monitoring Procedures 2016 Surface Water Design Manual - Appendix 0 CSWPP Forms 4/24/2016 NAVIX Lam's Seafood Market - Tukwila, WA KING COUNTY, WASHINGTON, SURFACE WATER DESIGN MANUAL List of Significant Spills and Leaks Completed Title: by: Date: List all spills and ouantities. Although leaks of toxic or hazardous pollutants that were significant but are not limited to, release not required, we suggest you list spills and leaks of non -hazardous materials. of pij orhazardous substances in excess of reportable Date (mortthJdaytyo ar) Location (as Indicated on site map) Description Response Procedure Preventive Measure Taken Type of Material Quantlt y Sourc e, It Known Reason for Spill/Leak Amount of Material Recovered Material No longer exposed to Stomlwater (Yes/No) 2016 Surface Water Design Manual —Appendix D CSWPP Forms 4/24/2016 NAVIX Lam's Seafood Market - Tukwila, WA KING COUNTY. WASHINGTON. SURFACE WATER DESIGN MANUAL Material Inventory Completed by: Title: Date: List materials handled, treated, stored, or disposed of at the project site that may potentially be exposed to precipitation or runoff. Material purpose!Location Quantity (Units) Likelihood of contact with stormwater If Yes, describe reason Past Spill or Leak Used I Produced I Stored (indicate per/wk. or yr.) Yes 1 No 7016 Surface Water Design Manual— Appendix 0 CSWPP Forms 4/24/2016 NAVIX lam's Seafood Market - Tukwila, WA APPENDIX C WWHM2012 Report NAVIX Lam's Seafood Market - Tukwila, WA WWHM2012 PROJECT REPORT • General Model Information Project Name: Lams Market_190322 Site Name: Lams Market Site Address: 17300 Southcenter Parkway City: Tukwila, WA 98188 Report Date: 3/22/2019 Gage: Seatac Data Start: 1948/10/01 Data End: 2009/09/30 Timestep: 15 Minute Precip Scale: 1.000 Version Date: 2018/10/10 Version: 4.2.16 POC Thresholds Low Flow Threshold for POC1: 50 Percent of the 2 Year High Flow Threshold for POC1: 50 Year Lams Market_190322 3/22/2019 5:52:35 PM Page 2 Landuse Basin Data Predeveloped Land Use Basin 1 Bypass: No GroundWater: No Pervious Land Use acre C, Lawn, Flat 0.03 Pervious Total 0.03 Impervious Land Use acre ROADS FLAT 0.26 SIDEWALKS FLAT 0.01 Impervious Total 0.27 Basin Total 0.3 Element Flows To: Surface Interflow Lams Market_190322 Groundwater 3/22/2019 5:52:35 PM Page 3 Mitigated Land Use Basin 1 Bypass: No GroundWater: No Pervious Land Use acre C, Lawn, Flat 0.05 Pervious Total 0.05 Impervious Land Use acre ROADS FLAT 0.12 SIDEWALKS FLAT 0.13 Impervious Total 0.25 Basin Total 0.3 Element Flows To: Surface Interflow Lams Market_190322 Groundwater 3/22/2019 5:52:35 PM Page 4 Analysis Results POC 1 Percent Time Exceeding + Predeveloped x Mitigated Predeveloped Landuse Totals for POC #1 Total Pervious Area: 0.03 Total Impervious Area: 0.27 Mitigated Landuse Totals for POC #1 Total Pervious Area: 0.05 Total Impervious Area: 0.25 Flow Frequency Method: Log Pearson Type III 17B Flow Frequency Return Period 2 year 5 year 10 year 25 year 50 year 100 year Flow Frequency Return Period 2 year 5 year 10 year 25 year 50 year 100 year Return Periods for Predeveloped. POC #1 Flow(cfs) 0.104869 0.133114 0.152377 0.177439 0.19667 0.216409 Return Periods for Mitigated. POC #1 Flow(cfs) 0.098513 0.125562 0.144067 0.168203 0.186764 0.205848 Annual Peaks Annual Peaks for Predeveloped and Mitigated. POC #1 Year Predeveloped Mitigated 1949 0.138 0.131 1950 0.145 0.135 1951 0.086 0.081 1952 0.074 0.069 1953 0.080 0.075 1954 0.085 0.080 1955 0.096 0.090 1956 0.095 0.089 1957 0.109 0.103 1958 0.087 0.081 Lams Market_190322 :)imalanse Probabday Y t id 8: SJ .. ._ F:S 1.: 1.0 ei 0.01 DECREASE OF 0.010561 CFS FROM PREDEVELOPED TO MITIGATED 3/22/2019 5:52:35 PM Page 7 1959 0.087 0.081 1960 0.088 0.084 1961 0.093 0.087 1962 0.080 0.074 1963 0.090 0.085 1964 0.086 0.080 1965 0.112 0.106 1966 0.074 0.069 1967 0.128 0.120 1968 0.146 0.137 1969 0.102 0.097 1970 0.098 0.092 1971 0.117 0.110 1972 0.123 0.117 1973 0.072 0.066 1974 0.107 0.101 1975 0.120 0.111 1976 0.083 0.078 1977 0.088 0.081 1978 0.107 0.100 1979 0.147 0.137 1980 0.138 0.132 1981 0.109 0.102 1982 0.155 0.147 1983 0.125 0.116 1984 0.079 0.074 1985 0.109 0.102 1986 0.094 0.087 1987 0.144 0.135 1988 0.087 0.081 1989 0.109 0.101 1990 0.195 0.189 1991 0.154 0.147 1992 0.079 0.074 1993 0.067 0.063 1994 0.073 0.067 1995 0.097 0.091 1996 0.105 0.100 1997 0.101 0.096 1998 0.101 0.094 1999 0.210 0.199 2000 0.104 0.098 2001 0.112 0.104 2002 0.135 0.128 2003 0.105 0.100 2004 0.196 0.186 2005 0.090 0.085 2006 0.080 0.076 2007 0.184 0.174 2008 0.151 0.145 2009 0.133 0.123 Ranked Annual Peaks Ranked Annual Peaks for Predeveloped and Mitigated. POC #1 Rank Predeveloped Mitigated 1 0.2104 0.1992 2 0.1964 0.1887 3 0.1947 0.1856 Lams Market_190322 3/22/2019 5:53:07 PM Page 8 4 0.1840 0.1743 5 0.1554 0.1474 6 0.1536 0.1467 7 0.1509 0.1448 8 0.1471 0.1367 9 0.1456 0.1366 10 0.1448 0.1346 11 0.1445 0.1345 12 0.1377 0.1318 13 0.1375 0.1307 14 0.1349 0.1283 15 0.1331 0.1233 16 0.1280 0.1201 17 0.1245 0.1173 18 0.1229 0.1161 19 0.1202 0.1113 20 0.1166 0.1097 21 0.1124 0.1065 22 0.1124 0.1045 23 0.1093 0.1029 24 0.1092 0.1025 25 0.1089 0.1025 26 0.1088 0.1011 27 0.1073 0.1008 28 0.1070 0.1000 29 0.1051 0.0997 30 0.1048 0.0996 31 0.1039 0.0979 32 0.1023 0.0969 33 0.1015 0.0961 34 0.1009 0.0941 35 0.0978 0.0919 36 0.0967 0.0906 37 0.0963 0.0902 38 0.0949 0.0889 39 0.0938 0.0875 40 0.0926 0.0873 41 0.0899 0.0850 42 0.0896 0.0845 43 0.0885 0.0841 44 0.0876 0.0815 45 0.0872 0.0811 46 0.0871 0.0809 47 0.0866 0.0808 48 0.0862 0.0806 49 0.0859 0.0802 50 0.0853 0.0800 51 0.0829 0.0782 52 0.0804 0.0758 53 0.0798 0.0747 54 0.0795 0.0745 55 0.0793 0.0741 56 0.0785 0.0738 57 0.0744 0.0693 58 0.0740 0.0692 59 0.0727 0.0673 60 0.0715 0.0662 61 0.0675 0.0629 Lams Market_190322 3/22/2019 5:53:07 PM Page 9 Duration Flows The Facility PASSED Flow(cfs) Predev Mit Percentage Pass/Fail 0.0524 1764 1385 78 Pass 0.0539 1602 1240 77 Pass 0.0553 1447 1114 76 Pass 0.0568 1307 1020 78 Pass 0.0583 1190 925 77 Pass 0.0597 1074 845 78 Pass 0.0612 981 774 78 Pass 0.0626 902 706 78 Pass 0.0641 831 649 78 Pass 0.0655 763 598 78 Pass 0.0670 702 558 79 Pass 0.0685 644 517 80 Pass 0.0699 599 468 78 Pass 0.0714 555 431 77 Pass 0.0728 514 398 77 Pass 0.0743 475 368 77 Pass 0.0757 435 349 80 Pass 0.0772 406 322 79 Pass 0.0787 382 300 78 Pass 0.0801 353 275 77 Pass 0.0816 328 255 77 Pass 0.0830 309 235 76 Pass 0.0845 283 221 78 Pass 0.0859 270 207 76 Pass 0.0874 247 195 78 Pass 0.0889 231 179 77 Pass 0.0903 215 165 76 Pass 0.0918 204 155 75 Pass 0.0932 188 145 77 Pass 0.0947 180 137 76 Pass 0.0961 163 125 76 Pass 0.0976 154 119 77 Pass 0.0991 144 113 78 Pass 0.1005 136 105 77 Pass 0.1020 128 99 77 Pass 0.1034 120 91 75 Pass 0.1049 113 84 74 Pass 0.1063 107 82 76 Pass 0.1078 102 79 77 Pass 0.1093 94 77 81 Pass 0.1107 88 71 80 Pass 0.1122 85 67 78 Pass 0.1136 80 62 77 Pass 0.1151 77 61 79 Pass 0.1165 72 58 80 Pass 0.1180 67 54 80 Pass 0.1195 64 51 79 Pass 0.1209 61 48 78 Pass 0.1224 60 47 78 Pass 0.1238 55 43 78 Pass 0.1253 52 40 76 Pass 0.1267 52 38 73 Pass 0.1282 50 36 72 Pass Lams Market_190322 3/22/2019 5:53:07 PM Page 11 0.1297 47 33 70 Pass 0.1311 43 29 67 Pass 0.1326 40 27 67 Pass 0.1340 38 25 65 Pass 0.1355 33 23 69 Pass 0.1369 32 19 59 Pass 0.1384 30 16 53 Pass 0.1398 26 16 61 Pass 0.1413 24 15 62 Pass 0.1428 24 13 54 Pass 0.1442 22 12 54 Pass 0.1457 17 11 64 Pass 0.1471 17 9 52 Pass 0.1486 13 8 61 Pass 0.1500 12 8 66 Pass 0.1515 11 8 72 Pass 0.1530 10 8 80 Pass 0.1544 9 8 88 Pass 0.1559 8 8 100 Pass 0.1573 8 8 100 Pass 0.1588 8 8 100 Pass 0.1602 8 8 100 Pass 0.1617 8 8 100 Pass 0.1632 8 8 100 Pass 0.1646 8 7 87 Pass 0.1661 8 7 87 Pass 0.1675 8 7 87 Pass 0.1690 8 6 75 Pass 0.1704 8 6 75 Pass 0.1719 8 6 75 Pass 0.1734 7 6 85 Pass 0.1748 6 5 83 Pass 0.1763 6 5 83 Pass 0.1777 6 4 66 Pass 0.1792 6 4 66 Pass 0.1806 6 4 66 Pass 0.1821 6 3 50 Pass 0.1836 6 3 50 Pass 0.1850 5 3 60 Pass 0.1865 5 2 40 Pass 0.1879 4 2 50 Pass 0.1894 4 1 25 Pass 0.1908 4 1 25 Pass 0.1923 3 1 33 Pass 0.1938 3 1 33 Pass 0.1952 2 1 50 Pass 0.1967 1 1 100 Pass Lams Market_190322 3/22/2019 5:53:07 PM Page 12 Disclaimer Legal Notice This program and accompanying documentation is provided 'as -is' without warranty of any kind. The entire risk regarding the performance and results of this program is assumed by the user. Clear Creek Solutions, Inc. disclaims all warranties, either expressed or implied, including but not limited to implied warranties of program and accompanying documentation. In no event shall Clear Creek Solutions, Inc. be liable for any damages whatsoever (including without limitation to damages for Toss of business profits, Toss of business information, business interruption, and the like) arising out of the use of, or inability to use this program even if Clear Creek Solutions, Inc. has been advised of the possibility of such damages. Clear Creek Solutions, Inc. 6200 Capitol Blvd. Ste F Olympia, WA. 98501 Toll Free 1(866)943-0304 Local (360)943-0304 www.clearcreeksolutions.com Lams Market_190322 3/22/2019 5:53:17 PM Page 28 REVIEWED FoR- . •CODE..COMPLIANCE. ::; APPROVED :' STRUCTURAL. ENGINEERING PROJECT TIECEI/E 1. r' .'........... kip 'fi:`i'ly..v,L,.... DEQ :2.4..20.18:: =PE ii13- :CENTER >I�-nzq� DATE J 4 QU UJ SWENSON SAY FAGET Seismic Design Loads (ASCE 7-10) Risk Categoryit USE GROUP I IMP. FACTOR 1 SITE CLASS R= z J Table 1.5-1 Sa = x' ;; . Fa = 1 Table 11.4-1 F„ = 1.5 Table 11.4-2 Ste= 0.963 Sol= 0.538 Table 1.5-2 +Table 20.3-1 Table 12.2-1 CSULT= 0.241 CSASD= 0.169 Eqn. 12.8-2 Vertical Design Loads Criteria ASCE 7-10 IBC 2015 Dead Loads Rfg . : 3 psf 1/2" Ply 11.;psf Rafter/beams j= psf Insulation f . , 2141Pd ceiling ' Sl psf Misc. Mech psf User 15 psf psf Latitude 47.448 Longitude -122.259 Precast Walls ASCE 7-10 Maps or the USGS Website (http:llgeohazards.usgs.gov!) ASCE 7-10 Maps or the USGS Website (http://geohazards.usgs.gov/) Flooring 3/4" Ply Joist 5/8" GWB Misc. Mech Gyperete Live Loads Soil Bearing psf psf Seismic Dead Load: psf p psf psf psf psf psf 0 psf Use ..11psf Wroof Wfloor In accordance with Dames and Moore Report #4368-022-05 dated 6-28-76 15 psf Roof 0 psf Floor 0 psf Wall 15 psf 0 psf wore ram SWENSON SAY FAGtT A STRUCTURAI, ENGINEERING CORPORATION 2124 Third Avenue . Suite 100. Seattle . WA 08121 wenv.swensonsaytaget.com Office: 206.443.6212 Far 206.443.4870 Project: Lam's Market 243 Minkler Blvd Tukwila, WA 98188 Date: Project #: Design: Sheet: 12/4/2018 10993-2018-04 Blaze Criteria 1 Seismic Design Loads (ASCE 7.101 Risk Category USE GROUP I IMP. FACTOR 1 SITE CLASS R S8= 1 S1 t05 Fa = 1 F„= 1.5 Sos= 0.963 SDI= 0.538 CsuLT= 0.241 CsASD= 0.169 Table 1.5-1 Table 1.5-2 Table 20.3-1 Table 12.2-1 Table 11.4-1 Table 11.4-2 Eqn. 12.8-2 Vertical Design Loads Criteria ASCE 7-10 IBC 2015 Dead Loads Latitude 47.448 Longitude -122.259 Precast Walls ASCE 7-10 Maps or the USGS Website (http://geohazards.usgs.gov/) ASCE 7-10 Maps or the USGS Website (http://geohazards.usgs.gov/) Seismic Dead Load: Rfg: 3 psf Flooring 0 psf 1/2" Ply; " 1.5 psf 3/4" Ply 0 psf Rafter/beams,' 5 psf Joist 0 psf Insulation, 1.5 psf 5/8" GWB. 0 psf ceiling 2.5 psf Misc. Mech 0 psf Misc. Mech : 1.5 psf Gyperete 0 psf Use 15 psf 15. psf Live Loads Roof 25 psf Floor 100 psf Soil Bearing' 0 psf Use, 0 psf 15 psf Roof 0 psf Floor 0 psf Wall Wroof 15 psf Wfloor 0 psf 2500 psf In accordance with Dames and Moore Report #4368-022-05 dated 6-28-76 wiz ratSWENSON SAY FAGOT A STRUCTURAL CNGINEt INC. CORPORATION 2124 Third Avenue . Suite 100. Seattle . WA 98121 www.swensonsaytaget.com (Ace: 206.443.6212 fax 206,443.4870 Project: Lam's Market Date: 12/4/2018 243 Minkler Blvd Project #: 10993-2018-04 Tukwila, WA 98188 Design: Blaze Sheet: Criteria 1 Wind Design Loads (ASCE 7-10) Ch.27 Directional Procedure Exposure Vasd=,85 .; mph Kd=,O 85`. I= e.1. G=`13.85 Vult by R.C. 110 Table 26.6-1 26.9.1 Roof Angle Ground to top of roof Bottom of roof to top of roof! (mean roof height) h= ASD Pressures: 0-15 hit Kx 4z Pww walls Piwwalls Pwalis (psf) 15-20 20-25 25-30 0.57 9.00 6.12 4.16 10.29 0.62 9.79 6.66 4.16 10.82 0.66 10.43 7.09 4.16 11.25 0.70 11.06 7.52 4.16 11.68 roof (psf) 8.33 17.00 degrees ft ft ft Pressure Coefficients from Figure 27.4-1: Bldg Face Cp Windward Wali 0.8 Leeward Wall -0.5 Windward Roof 0.4 Leeward Roof -0.6 *Note= Cp values are conservative worst case values rl�SWENSON SAY FAGtT A STRUCTURAL ENGINEERING CORPORATION 2124 Third Avenue . Suite 100. Seattle . WA 99121 www.swensonsayfar,Iet.com office• 206.443.6212 Fax. 206.443.4870 Project: Lam's Market Date: 12/4/2018 243 Minkler Blvd Project #: 10993-2018-04 Tukwila, WA 98188 Design: Blaze 0 Sheet: Criteria 2 1 * Design Maps Summary Report User—Specified Input Report Title 243 Minkler Blvd, Tukwila Blvd, WA Sat October 13, 2018 01:45:16 UTC Building Code Reference Document ASCE 7-10 Standard (which utilizes USGS hazard data available in 2008) Site Coordinates 47.448°N, 122.259°W Site Soil Classification Site Class D - "Stiff Soil" Risk Category 1/11/111 USGS—Provided Output st, = 1.445 g = 0.538 gSHI Sms = 1.445g = 0.807 g = 0.963 g SDI = 0.538 g For information on how the SS and Si values above have been calculated from probabilistic (risk -targeted) and deterministic ground motions in the direction of maximum horizontal response, please return to the application and select the "2009 NEHRP" building code reference document. MCEs Response Spectrum 1.11.0 0.45 &13O 0.13 0.00 0.CA3 0.30 040 0#3 0M.,IX 130 1.40 100 1135 :1.133 Fcrod, T (Ner) 1.10 011) oho 13,4o 1)30 10.3t 0 in orn For PGA„, T„ C„.„ and C.„, values, please view the detailed report. Den Response Spectrum 000 0,20 3 080 IMO 1J00 1-20 1310 1.60 I1 21.0 Period, T tacc) Project V= Kzt= Kd= Gcpi= h= Exposure= mph (Design Wind Speed) (default 1.0) (default 1.0) (default 1.0) (+ or -)(default 0.18) ft (mean roof height above grade) 1• 20 r L y, CD i2 ROW PLAN CV CV ULTIMATE WIND PRESSURES - COMPONENTS AND CLADDING ZONE COMPONENT AREA DESIGN PRESSURE (PSF) 1 10 SQ/FT (OR LESS) -29 500 SQ/FT (OR MORE) -20 O 10 SQ/FT (OR LESS) -46 500 SQ/FT (OR MORE) -33 O 10 SQ/FT (OR LESS) -62 500 SQ/FT (OR MORE) -46 0 20 SO/FT (OR LESS) -20 / + 20 500 SQ/FT (OR MORE) -16 / + 14 O 20 SQ/FT (OR LESS) -36 / + 20 500 SQ/FT (OR MORE) -22 / + 14 WAIL ELEVATION _ NOTES: • PRESSURES MAY BE INTERPOLATED FOR COMPONENT AREAS BETWEEN AREA LIMITS AS LISTED • a = 10% OF LEAST HORIZONTAL BUILDING DIMENSION (BUT NOT LESS THAN 3'-0") • POSITIVE VALUES INDICATE PRESSURE TOWARDS SURFACE, NEGATIVE VALUES INDICATE PRESSURE AWAY FROM SURFACE (SUCTION) COMPONENT AND CLADDING WIND PRESSURE DIAGRAM leCot!stni,11-5_, 4,0 .:..../ a 04e6241)(/1) /24 ao 2_.....STlkdrs:c� y.Qu P44 I ;$ ?r af 6:r kid $4' 141 4,4 • ..__..�a;.....-,z.. ;........ .t.:F(k.9°. @IIIIITRUCTURAL ENGINEERING PROJECT DATE 4.444- .D U4 • .� iTEXavA s IA/.1~ 4) IA/* t.�j d4/srhlc WI, n ;• o3 'A5l... #(wl:4h> ) f ` = ��9K Al t I P„/=.Wo0S(A+=)5/ 4 � 4flAr'a t = a Pa. L d* L. E ss:c.1f= Pio 75psf* F,u 1F Appy-rF S vVeu, E� S '11411A10 J C 6.044-4.04, L� 7).04G: or -00" o' •notK-s .t 041,) /•/: ' 2 4.9 J.9x � /2 (, )(-4) , �.4 4. s ta414. PZ P,.� ��fl�= 'i.%' rapt Vsome • .f.4 Vii(7 -asjo) (rDNm4' L4 k ) 44 Per map I JA, lrG)(&s) gtb AA 1.4 '4saetS(c'l- 4,74) -!i, I = 2. 2 04/x.. ,� } ttiVi /4" .OTAtiat.4D 544,7,1"1"i `h 4e 4-2vep3 Sze "w,t.✓!�'r5 MAjimir1'%aa -f P s ods '4" < .6.4.77.0r+.)rarF C"o a)r7ton11. ksz, Q0. /9.4. � ,5) T K 1, .7614 /.S1► .4 et4 A i4' s �at 4e4 sq,411 Virk *1" .{*OAdd f.I /4414.1 /STRUCTUFtAL PROJECT GINEERING DATE (o h e m PI Cr ••1 O • in N O O N O rr ma) 'n go • 0r no N a� Q r o a F4 GI gr U 0 v c • SWENSON SAY FAGET PZ4et ,.. 7444 a f ct.-r..... _.. ,... • • gea.$ :yam A5if Loot- ' ._,'fi . a.)rvie ,. .......... • • !,;• _ .............. STRUCTURAL ENGINEERING PROJECT DATE SHEET 206.443.6212 253.284.9470 00 N N m � 33 al 4• E TO • 152 00 N N vu, E� ro rm v N N r • 2 au 40I- E 0 u) 0 N (-fel SWENSON SAY FAGOT x"re•emva.- eddevartooeS (9.43414644 Dead- ft 6.1.41 b" e040 'mss Lc► I !Ea:, ,4 r 044 r r .WO ._. r rt. V4 r`/ res yh`"i :. "FA" int e ' E... 4404094.4-14 i EPA 7 r ' vir 715;,e Vii•=• : v-r:s.�'-.`. _:C $` ...,5 .u....w 3:/;v4"4.6- 4c,4^1 J t� • ®as* DDs' d,_2s') ' , 21/' we ep sr. _e1,13. -se:. :44101 ... ws d'Y'i.. f f 4N4K 44`4" t. Ar CC .v-6 Z'roo T , 4'D �s mi 61-1 _ . 10144— ._ +moi PROJECT DATE STRUCTURAL ENGINEERING SHEET PRE—FAB GIRD TRUSS oa 2x6 0 24"oc TYP. RAFTER { 1 HRC22 TYP. 2x8 STF RIM 2x10 HIP -2x6 4) 24"oc 1YP• TYP. CLG. JOIST , l? 'r^y ,lt rs )17 >' � Z / 4 zono it ...::....:........: - • (52.. Q lAhD)&,z STRUCTURAL. ENGINEERING PROJECT DATE .L 2, V" Ta . ;.4,: . _-.'..`.7...r;—,4..4e>,..) /L� ss 2'xH. . ' z .... 7'!d y M!/ ;fc.;.4. ;i0 :4-..1Z0 . a 6e2,-0 7S -ii p ^�' 13 , 3' 12: . ,..?..7.X.i.4........0. 1:4'4' .ec,";fdaaro ! 1. `'�/•r,ctnao.Ae. .tot ��`;5�e..te. ...H...). �:: 33 3 433- .� STRUCTURAL ENGINEERING PROJECT DATE SHEET SWENSON SAY FAGET crietd,tiAz, 4474744-.- I/7 z4,02L47,,Yis)1.- m- h140( for ph.01.9 p V 7, i1/444 Lee 5416;1/ -t2Ii) M4- -ppido.,,e1/4-4,44.4/ ." 440 A A /Pdazp , r'P ri co 0 253.284.94 00 FO REVIEWED FOR CODE COMPLIANCE APPROVED MAR 01 2019 City of Tukwila BUILDING DIVISION (,2,at PI- OD 5/444 ve /a 6 OW) s)-azz— Re,e44, W/Coc,/ e44$ itr/fre, Sr..46/4-7'(r4e- -2 -2 1E 2 ccT; y9; SfEes- i dAttrie 1• VOIEWYE _ \.\ FEB 2 5 2019 REID MIDDLETON, INC. ti, `ult.- 0341'1 FEB 25 2019 aC,2_614). ooS ooi v2. REID iVIIDDLETO;I, /4/ STRUCTURAL ENGINEERING M S PROJECT DATE DESIGN SHEET w4 -4 2 U Ill <4 Li) ssfengineers.com SWENSON SAY FAGET L47. aAt +nl d N ,l�✓� s D -70ar/ /-- d.rule off_ . P4+t4 ego z-144.. orL(Hi$ 20. . /05 gr. 4, 1"-• t7 eoZi a a, e1`g 425' - 3 /'": °tit V 4red47?ort 622/7 '71 d ei isT4) Clew. 6#41404. 4fk3 w 4, 7 e -5D 7714 7-- Vt*4) fJ �t ..,4 «.• r!+5r,�01.3nr:!'t lru? �.sZ1411 1041- _ ortiS WO_ 7)/ 3p Yi4--4 Teeaa. And e ty 914.4 be:.,, dr3 ; — 4 •1r ,441 /ie,'!/' j Ai& 044r er 444,. 1 410FLAPVTtlt IS p rP //,y'4. 5r r /$1. Jo. 614 Ss1 'Z' b), 7 / 4 e9f.�r`. , "sA, Lew. 5 7 - e ► 1041 grie.,- 6,014,6 .. s. r.#A' A44►r: a re. 74,47- 71 -vs ,.f 1 1.41,z '*/E A_ Se/ / s Ems, 3-7"" Ale7Aei s "42.4". iaWf 4 taw- . ; Ader atz rs/463 Attie p4AVED viz, of #40,14/ii?,46 is STRUCTURAL ENGINEERING PROJECT DATE DES SHEET 206.443.6212 in cc as Ul E 0 u v 0) 0 0 ( SWENSON SAY FAGET k•all" C..ofowfres Rd Poo+ 4Dp..74 L.1)4 G.'s) rioilie.5 Z.0,Abm/A /A/ 0657;04 20-"ki tssi/ 14/4 cor Die FA4 (Let, Lem6r#3 Alp.mrz ,41.(PHZ2.) 41.77 _ ,. 4', , "vie. eortve-4-abute-e, ..., 27.4x -c 72. 0,,,,,-• ,-.3elreson le— ae.voz., Att".0,67D 7 A4,4 24-4.— ,s(741.44 77 424e.G.-• - f ''' 74.4,7740‘,004.- rAf:4 /5 7,0 3 .1-' .4' x-- 67,06...: - e...rie. viase44 5r444. -s s...... / A4.0 A% v adv -e4 0, ivo e"4444'0C AO 10'" to, 0.3 7,444 Z3vAiefri- 5 7.40,5 /el Alla-- go",41-Ae-46-, cf-oe s hlue.4Roota 1116.41:40,N ip,d- 400, puiffL Cr,9,14/7 C...e.,rrosl 5 112,450frt.A. i "4 4 I re./i1:,4 *1,44 41-,01 (... 1474P iall Or' 1.44‘44 itew, .44oP 70) A'Ailt. iolalfil figues oftn,,,/ if 41. zP o 0.Z.S 7- 2. II; Pit 1,4iva e4,71.04.7-0 esIn / STRUCTURAL ENGINEERING ,,,-, 4.45,44 AP Pe . 41 PROJECT DATE 206.443.6212 00 E 0 (J) WENSON SAY FAGET Lire- DE-s-A6.0d4 Ate Rc=4-10,64- .500Ac‘f /A/ 7-1„tc— eir7/ZS 6..i&A,0,‘,/a4v7-0, t.7 s r St.n.,,e01 ReMeilirio ,..44fiNa 4444 5 4itt 1444_01.346- /r /5 A/or deeer5,449 7 4-7t,o,t. 444 re 779E C evpAy9AV 0., 13 0,Pim; a 40,6 6r/t/tietri. 57447.z -4y ki/re.d. 7•4 le 7E2 .1714:°479,7 7,4,e elgE;4•5 or 5/%.„4407' tpA) 4'' 4) V A Z.4)/1 74- 57A-(0)10,71‘ ot 4:7,4 -PAc/ry /repd. 7Iii-40/044,61/7-ha aX44. 40,44.05 Zgy,Rgners /„.gy .5/1441.4" (:-4,4.PeAtir4 .5"--44,11/45 Zr Wfv,/ (45,94:.,ogedc) Xe-Peiter e jj 44,67 /4.6 c,,q r ij ideirnA44 cesoury,, 4224.41‘,.- odfirarmo Re- Civeel 7 yrEN.,sr.>");, 42.10ado.exe 0,0144„4,„ AaAvAt.:094 e,r9,4.4,115 ja, 11(2). A/0 rerTh4r ro4,454ter-4 .6c.pzdde4) 044.Ds a 410 4/se ,,luv 01,47 4 /191,4ADinod, /%tJ 44eir1 „44.rep rco-Ai hiNkoc filley41 Apeq,570.40, Aga Zitge-0., s ott /la 67a. A4,44,11 44,1er tos4 El ,L5,/,' /, avo it .5 de,- (40/ Apo,er„ 74.” wi C g TurA , .7,475604.ator) 0 0 r 0,41r 0. A 8,ok- zfrof • cvs.(0,1) 14 Ay, 14444- 1,..1040.4-,C5 J).$44,- Re 4r1.4:ir,t, fiAervi2,7r,vs) Ca.pfripprozea STRUCTURAL ENGINEERING ' PROJECT eris DATE SHEET ® ssfengineers.com SWENSON SAY FAGET Des -f4,410 0 r goLyrra4,1 ,6;4,- Ars / !mss 44454x6 7/N' j o ria ---/262) 'm' 6-7 t"'o+t , r' 5`� ! K ,\ bre f „7) ? ie .V(10) / z- / %"a CA, W iv VedhAC44.4 11$j 4 i/ 41UL 77 a —AO ,4 /5 1S rs_ve A cv/ Cervi ,4 /42e4.4.-- 4%fit' %O Cfc0.1)40 .009 `". �»t Vi* S, 02) fit t f 04,47 1 ,.—•. _1,440/4) A.e -s ^, $ r eD 744 . et 4) -Cay /o ,. 75 P D 7/ 51.3 *Mt" e 6944 -: ,o We/Y.el ' ,�� ..?•-�r� ' /� __.. STRUCTURAL ENGINEERING PROJECT DTE C ssfenngineers.com SWENSON SAY FAGET /14-74/ D/044-24-"-„ ri4a 4 Pe4 div Idiodume eqle; f 444i d)r, rbcs! 'a(6` eSZ,7 Apt "1 6° Ar -Ek, forua 1 7- 411A4-- 9 Ld"--. 47 47" . � ,.1.22--1,07-4/.7's5 eche ae.‘.3? )(6-~424-41 r 2) e ? s P /4"/ Cor-evS STRUCTURAL ENGINEERING PROJECT DATE (+; ssfengineers.com SWENSON SAY FAGET Coin rt.‘ ciezdfr- r e vv,(4,A, Aor. 2p '4)) ' /° — 444 4.4054- 4Ast. 44.6,613 2.4.k,:tept, 6 (gA 10-44t., JD • t., 4,7Z4-, $f3 c ;Tofu prt, r0/5(D) 4- 7-Yp se...afires ) 3 I. -L / Zs 14. + esTfroAA•criowt.-0944,&.1,0, eaid- f„, (i) A-, 6, Airy/on, 4 7- seGi- s r47" Crie•Ne... d•Ale..a.5 / se& STRUCTURAL ENGINEERING WiA-9 5 PROJECT DATE ESIG 7 SHE ® ssfengineers.com SWENSON SAY FAGET Zeotao o3s- 62'--(11-) g A 44~1 44360.- 0../.1-00304.1-- $4/e e/t/ Cv- i d -z-,?,( -7 .5/Nee.. 7-e 5,N ,.7-e 6F6r:. 7.-0 Ae, ( e; ,e1' 274 ( ",40,) egov d am, Ssrp.,raet 144,r J 0' -17410"'"'‘4"-- 07.1F ter- Off .� .o ("14)(4) o3*c?(, '.3y"m (1441010,4 STRUCTURAL ENGINEERING PROJECT C. s—t-rsrre• lY Acle DATE N O v m OO CO N CD tO N N 0 0 N N ry En co m <a E 8 D !r y W to a r- 0 mea (N m W J g as CI)r (� ssfengineers.carn SWENSON SAY FAGET icR f4 Fivp' y/rlti c✓ `e„✓t) AJ- 7 `" '-5 53 . /'' 1= Ell: 4 Ar-sir3 • -ill 4 , ? *2, (le , z.„RA4„)) r. Z.. bbl N-Yier`3J: r JM,`..a **Si 045 t. eS 44. 4-0". 07- ..r1)(5 )r 12. ,l fe" .7, 4 , D$ 1.-4 /qtr (6) = � /yep-"` ?"- (9)14.,,r4 1 t 24"0 7/3 .6 Pr -16=4,P y5, k . 7. y,4w rPon.- (4; STRUCTURAL ENGINEERING /p4w,..44.42 # 6. - PROJECT PROJECT DATE N N (D a) m co 1p CO L O L7 tV N 0O N (V � Cco (0 E y �0 0 (n 4 3 -213 " 12 o v m` ``.1 N G1 UJ< Ct 111 Na Q ssfengineers.com SWENSON SAY FAGET (iv& vi414?) we to - r.4644.7-4-yeA STRUCTURAL ENGINEERING PROJECT k4ottrfW eCaticA14.4104':5 DATE ® ssfengineers.com SWENSON SAY FAGET EXHIBIT 06 Specification Submittal Sheet - etiiesT$0/200 — Lift-off Design Insulated Enclosures ENCLOSURES DESIGNED FOR THE WORLD'S WATER SYSTEMSN: Materials • Roof, walls, drain flap — 5052-H32 marine grade aluminum (.050/18 gauge), mill finish, ASTM B209 outside • Drain flap hinge and spring — stainless steel • Insulation 1 1/2" (9 "R" value) minimum thickness polyisocyanurate foam laminated to a glass fiber reinforced facer (each side). • Mounting hardware — 5052-liggIE D FOR aluminum • Masonry fasteners — me aQQQlir4MPLIANCE APPROVED Standards • ASSE 1060 • ASTM B209 Advantages APR 2 5 2019 City of Tukwila BUILDING DIVISION • Fast and simple installation, no special tools required • Durable • Lockable Dimensions Description The enclosure is designed to provide freeze and vandal protection of above ground backflow prevention assemblies. The enclosure provides for safe and easy testing and maintenance or replacement of the backflow prevention assembly. Heating Required ❑ Yes — Model = Heat Cable 30 ❑ No CORRECTION 18ft, 90 Watts (5 Watts per foot), self- regulating heat cable, 120 V plug-in style Model Inside Diameter W L H Concrete Pad W L H Weight Drain Opening W H 100S -AL 7 32 22 14 39 4 26 200S—AL 14 43 29 21 50 4 44 7 5 1/4 14 51/4 All dimensions in inches. Specifications A freeze and vandal protective enclosure shall be installed over above ground plumbing systems. The enclosure shall be constructed of 5032-H32 marine grade aluminum with a minimum R-9 in the walls and roof. Cut board insulation shall be used to insure uniform insulation thickness. Sprayed insulation shall be reason for rejection. The enclosure shall have a fully insulated drain panel designed to remain closed except when the backflow prevention assembly is discharging water. The drain panel shall be sized to accommodate the maximum discharge for backflow installations. The enclosure shall be mounted securely to a concrete pad and completely removable by way of a lockable stainless steel rod only. All mounting hardware shall be furnished. When heat is required, a UL or ETL listed heat cable shall be provided that has been independently certified for damp or wet conditions. The enclosure shall be certified to meet the most recent ASSE Standard 1060 (Class I or II). The insulated enclosure shall be a Safe -T -Cover 100/200 Series. Hydrocowl, Inc. Nashville, TN • Phone 1-800-245-6333 FAX (615) 259-4481 • www.safe-t-cover.com Q14-0391 flECE! FEL) C rr y' OF TUKWILA APR 11 2019 SS2 0616 PfRfitify CENTER ZURN LfL9lP .£OG�1� Reduced Pressure Principle Assembly Application Designed for installation on water lines to protect against both backsiphonage and backpressure of contaminated water into the potable water supply. Assembly shall provide protection where a potential health hazard exists. Standards Compliance • ASSE® Listed 1013 • IAPMO® Listed • UL® Classified (less shut-off valves or with OS&Y valves • C -UL® Classified • CSA® Certified B64.4 • AWWA compliant C511 • Approved by the Foundation for Cross Connection Control and Hydraulic Research at the University of Southern California • NYC MEA 425-89-M VOL 3 Materials Main valve body Access covers Fasteners Elastomers Polymers Springs Cast Bronze ASTM B 584 Cast Bronze ASTM B 584 Stainless Steel, 300 Series Silicone (FDA Approved) Buna Nitrile (FDA Approved) NorylTM, NSF lasted Stainless Steel, 300 series Features Sizes: 3/4', 1', 1-1/4', 1-1/2", 2" Maximum working water pressure Maximum working water temperature Hydrostatic test pressure End connections Threaded Relief Valve discharge port: 3/4"-1" - 0.63 sq. in. 11/4"-2" - 1.19 sq. in. 175 PSI 180°F 350 PSI ANSI B1.20.1 Dimensions & Weights (do not include pkg.) Options (Suffixes can be combined) ❑ - with full port QT ball valves (standard) ❑ L - less ball valves, male pipe thread ❑ U - with union ball valves ❑ MS - with integral relief valve monitor switch ❑ S - with bronze "Y" type strainer ❑ BMS - with battery operated monitor switch ❑ FDC - with fire hydrant connection; 2" only ❑ FT - with integral male 45° flare SAE test fitting ❑ TCU - with test cocks up ❑ V - with union swivel elbows (3/4' & 1") ❑ SE - with street elbows (3/4" & 1") Accessories ❑ Air gap (Model AG) ❑ Repair kits ❑ Thermal expansion tank (Mdl. XT) ❑ Soft seated check valve (Model 40XL) ❑ Shock arrester (Model 1250XL) ❑ QT -SET Quick Test Fitting Set ❑ Ball valve handle locks MODEL 975XL SIZE in. mm DIMENSIONS (approximate) A in. mm B in. mm C in. mm in. D mm E in. mm F in. mm G in. mm WITH VALVES lbs. BALL kg 3/4 20 12 305 7 3/4 197 2 1/8 54 3 76 31/2 89 5 127 16 1/8 410 12 5.5 1 25 13 330 7 3/4 197 2 1/8 54 3 76 31/2 89 5 127 17 3/8 441 14 6.4 1 1/4 32 17 432 1015/16 278 2 3/4 70 31/2 89 5 127 6 3/4 171 22 9/16 573 28 12.7 1 1/2 40 17 3/8 441 1015/16 278 2 3/4 70 3 1/2 89 5 127 6 3/4 171 24 1/16 611 28 12.7 ' 2 MI 18 1/2 470 1015/16 278 2 3/4 70 3 1/2 89 5 127 6 3/4 171 2 i/2 ' 1673 34 - T5.4 Zum Industries, LLC 1 Wilkins 1747 Commerce Way, Paso Robles, CA U.S.A. 93446 Ph. 855-663-9876, Fax 805-238-5766 In Canada 1 Zum Industries Limited 3544 Nashua Drive, Mississauga, Ontario L4V 1L2 Ph. 905-405-8272, Fax 905-405-1292 ww.aurn.ccni Rev. C Date: 6/14 Document No. BF-975XL Product No. Model 975XL Page 1 of 2 Flow Characteristics a 47) 20 0 Rated Floc (established by approval agencies) MODEL 975XL 3/4", 1", 1 1/4", 1 1/2" & 2" (STANDARD & METRIC) FLOW RATES (I/s) 1.26 2.52 3.8 5.0 20 (20� 1" (25mm) 15 10 3.2 6.3 9.5 12.6 1 1/4" (32mm)1/2" m on— (40 ttttn— rn 2" (SOmm) 15.8 137 - 103 9 W 69 w w 35 a 250 20 40 60 80 50 50 FLOW RATES (GPM) Typical Installation Local codes shall govern installation requirements. To be installed in accordance with the manufacturers' instructions and the latest edition of the Uniform Plumbing Code. Unless otherwise specified, the assembly shall be mounted at a mini- mum of 12" (305mm) and a maximum of 30" (762mm) above adequate drains with sufficient side clearance for testing and maintenance. The installation shall be made so that no part of the unit can be submerged. DIRECTION OF FLOW 14> INDOOR INSTALLATION (Shown w/optional BMS) 100 150 200 Capacity thru Schedule 40 Pipe Pipe size 5 ft/sec 7.5 ft/sec 10 ft/sec 15 ft/sec 1/8" 1 1 2 3 1/4" 2 2 3 5 3/8" 3 4 6 9 1/2" 5 7 9 14 3/4" 8 12 17 25 1" 13 20 27 40 1 1/4" 23 35 47 70 1 1/2" 32 48 63 95 2" 52 78 105 167 OPTIONAL WATER METER PROTECTIVE ENCLOSURE DRAIN INLET SHUT-OFF DIRECTION OF FLOW OUTDOOR INSTALLATION Specifications The Reduced Pressure Principle Backflow Preventer shall be shall be ASSE® Listed 1013, rated to 180°F, and supplied with full port ball valves. The main body and access covers shall be bronze (ASTM B 584), the seat ring and all internal polymers shall be NSF® Listed NoryITM and the seat disc elastomers shall be silicone. The first and second checks shall be accessible for maintenance without removing the relief valve or the entire device from the line. If installed indoors, the installation shall be supplied with an air gap adapter and integral monitor switch. The Reduced Pressure Principle Back- flow Preventer shall be a ZURN WILKINS Model 975XL. Zurn Industries, LLC 1 Wilkins 1747 Commerce Way, Paso Robles, CA U.S.A. 93446 Ph. 855-663-9876, Fax 805-238-5766 In Canada 1 Zurn Industries Limited 3544 Nashua Drive, Mississauga, Ontario L4V 1L2 Ph. 905-405-8272, Fax 905-405-1292 we:ae.�a.a�ero�.aom Page 2 of 2 9 Indemnification and Hold Harmless and Permit Temporary in Nature Reference Number(s) of Related Document(s): D18-0399 Grantor: TTG, LLC, a Washington State limited liability company Grantee: CITY OF TUKWILA, a municipal corporation of King County, Washington Work Location: Along Minkler Blvd. and adjacent to 243 Minkler Blvd. Abbreviated Work Description: Work within the City Right -of -Way including; access, traffic control, pavement cut & pavement restoration, ADA ramps, channelization, water service, fire hydrant, storm drainage, and street use. 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. 9 IN WITNESS WHEOF, said individual(s) have caused this instrument to be executed this /q day of J ' , 2019 Gr -tor % Auth'orized Signature STATE OF WASHINGTON ) )ss. COUNTY OF KING ) I certify I know or have satisfactory evidence that Ted Alan Thomas is the person who appeared before me, and said person acknowledged that he signed this instrument on oath stated that he was author' ed to execute the instrument and acknowledge as the fbLg /// ,4 of TTG, LLC, a limited liability 'cam any, t be the free and voluntary act of such party for the uses and purposes mentioned in the instrument. Dated �‘N11111 NN�Gt t;711 14 co ti a .1-a4( _.i� $`SA AB/Ut it C�i LAG/ s v o o Rr'" $ Notary Public in and for the State of Washington - 5 z uB�1ti` = /.9 _ residing at / 'OF WPS' My appointment expires / � a DATED this GRANTEE: By: Print Name: Its: CITY of TU -- ILA id' ' Henry Hash day of , 2019 Public Works Director STATE OF WASHINGTON) )SS. COUNTY OF KING ) On this day, before me personally appeared HENRY HASH 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. //r Name: ,6.1.6 tri 4 t/de r (c NOTARY PUBLIC, in and for the State of Washington, residing at My commission expires: £2S/ ? /)) July 19, 2019 City of Tukwila Department of Community Development LARA BARNES 311 FIRST AVE S SEATTLE, WA 98104 RE: Correction Letter # 1 DEVELOPMENT Permit Application Number D18-0399 LAM'S SEAFOOD MARKET - 243 MINKLER BLVD Dear LARA BARNES, Allan Ekberg, Mayor Jack Pace, Director 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 following departments: BUILDING - R DEPARTMENT: Allen Johannessen at 206-433-7163 if you have questions regarding these comments. • (GENERAL INFORMATION NOTE) PLAN SUBMITTALS: (Min. size 11x17 to a preferably maximum size of 24x36; all sheets shall be the same size; larger sizes may be negotiable. "New revised" plan sheets shall be the same size sheets as those previously submitted.) "STAMP AND SIGNATURES" (If applicable) For Engineers: "Every page of a plan set must contain the seal/stamp, signature of the licensee(s) who prepared or who had direct supervision over the preparation of the work, and date of signature. Specifications that are prepared by or under the direct supervision of a licensee shall contain the seal/stamp, signature of the licensee and the date of signature. If the "specifications" prepared by a licensee are a portion of a bound specification document that contains specifications other than that of an engineering or land surveying nature, the licensee need only seal/stamp that portion or portions of the documents for which the licensee is responsible." It shall not be required to have each page of "specifications" (calculations) to be stamped and signed; Front page only will be sufficient (WAC 196-23-010 & 196-23-020). Architects: "date" only not required (WAC 308-12-081). (BUILDING REVIEW NOTES) 1. Engineer's stamp on the two structural sheets is missing the date of the signature. Provide date of signature with the engineer's stamp. See general note above. 2. The generator pad has specific information for the reinforcement of the slab. It is not clear if it is part of the compactor slab. For clarification, provide specific details for the compactor slab to include reinforcing, thickness, sloping to the drain and other specific details missing for that slab. Specify ground preparation for the new concrete slabs. Note: Contingent on response to these corrections, further plan review may request for additional corrections. Please address the comments above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that two (2) sets of revised plan pages, specifications and/or other documentation be resubmitted with the appropriate revision block. 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. 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 Sincerely, Kandace Nichols Permit Technician File No. D18-0399 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 % \ JACKSONNAIN E"ARCH11ECTURE April 11, 2019 Rachelle Ripley 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 Subject: Response Letter #1 Lam's Seafood Market (D18-0399) Dear Rachelle, Below are responses to the comments received in your review. PLANNING DEPARTMENT— MAX BAKER L18-0118 is under review and is scheduled to release an NOD on 4/17/19. PUBLIC WORKS — David McPherson (206) 431-2448 1 CIECEIVED CITY OF TUKWILA APR 11 2019 L R !T CENTaii Provide a completed Public Works permit fee estimate sheet (PW Bulletin A2 enclosed). (For Public Works activities only including— erosion control, land altering, domestic water meter with backflow (RPPA), irrigation deduct meter with backflow, relocation of Fire Hydrant, access & ADA improvements, striping, channelization, signage, trash enclosure, and any water/sanitary sewer/storm drainage work outside the building — as applicable. CORRECTION Response: Provided as requested. Refer to attached exhibit 04. LTR# ' Show and label a trash enclosure on a Civil plan sheet. The trash enclosure shall drain to a grease interceptor that drains to the sanitary sewer. (See TMC 14.30.110 enclosed for reference.) Response: Refer to sheet C-1.0, Keynote BB for location of trash enclosure. Per an email conversation with Dave Mchpherson on 3/5/19, a grease interceptor will not be required at the north trash enclosure along Minkler. Refer to exhibit 05. The City of Tukwila requires a grease interceptor on all buildings where food preparation occurs and at locations determined by the Public Works Director as necessary for the proper handling of liquid wastes. Grease interceptors shall be sized per Appendix H of the Uniform Plumbing code. Grease interceptor shall be a single vault with double baffle. Refer to attached City of Tukwila Detail SS -14. Please submit a detailed site plan showing location of proposed grease interceptor and sanitary sewer system. A Washington State Licensed Engineer shall design the outside grease interceptor, and shall stamp, date, and sign the design sheet. Contact Utility JACKSON 1 MAIN ARCHITECTURE, P.S. 311 FIRST AVENUE SOUTH, SEATTLE, WA 98104 206.324.4800 JACKSONMAIN.COM b19- u399 JACKSON-i'MAIN "'ARCHITECTURE Locates to assure that there is no conflict between proposed grease interceptor location and existing utilities on site. Response: A grease interceptor will be provided as requested at the trash compactor located on the existing compactor pad south of the building. This will be permitted as a deferred submittal as a part of the TI permit D19-0034. An interior grease trap/interceptor may be installed under a separate Plumbing Permit if approved by the Development Manager (Water & Sanitary Sewer Engineer). Specify size/manufacturer/model number on plans and include a grease interceptor cut sheet. If you have questions regarding the grease trap/interceptor requirement please contact Pat Brodin, P.E., Development Manager at (206) 431-2441. pat.brodin@tukwilawa.gov Response: Refer to the TI permit D19-0034 for this information. Domestic Water Service This building will be served by a new 2 -inch water meter that will require an RPPA device to be installed for premise isolation. A Reduced Pressure Principle Assembly (RPPA), previously called a Reduced Pressure Backflow Assembly (RPBA), shall be installed immediately downstream of the proposed permanent 2 -finch domestic water meter for premise isolation. Installation at another location requires approval by t:he Director of Public Works. The RPPA shall be installed in a Hot Box/Hot Rock or equal freeze protection enclosure anchored to a minimum 4"thick concrete pad. Public Works recommends, but does not require, a power supply for the freeze protection enclosure. Please specify RPPA size, manufacturer, and model number on plans and submit a cut sheet for the proposed device. Show location of the new RPPA on a plan sheet. Response: Sheet C-3.0 revised to show the requested RPPA, Hotbox, and concrete pad. Manufacturer cut sheets are included in this resubmittal. Refer to exhibit 06. NOTE: (1) Revise plan sheets to be one lane in & one lane out at Minkler Blvd. (2) Run an Auto Turn for a WB -50 to determine width of lanes and curb radii needed at Minkler Blvd. Each of the two lanes should not be wider than 14 feet. Sheet G0.00 (Cover Sheet) — No comments. Sheet G0.01 (Project Info. & Annotation Key) — No comments. Sheet CVR-1 (Cover Sheet) — General Notes (NAVIX) states 'City of Lake Stevens' — should be City of Tukwila. Response: Acknowledged JACKSON 1 MAIN ARCHITECTURE, P.S. 311 FIRST AVENUE SOUTH, SEATTLE, WA 98104 206.324.4800 JACKSONMAIN.COM / JACKSON- (MAI N :''ARCHITECTURE Sheet D-1.0 (Demolition Plan) — Revise plan sheet to be one lane in & one lane out at Minkler Blvd. Response: Revised as requested. Sheet D-2.0 (TESC Plan) — Revise plan sheet to be one lane in & one lane out at Minkler Blvd. Response: Revised as requested. Sheet D-2.1 (TESC Notes and Details) — No comments. Sheet C-1.0 (Site Improvement Plan) — (1) Note states 'King County Fire District 24' — should be City of Tukwila Fire Department. (2) Revise plan sheet to be one lane in & one lane out at Minkler Blvd. Response: Revised as requested. Sheet C-1.1 (Site Notes & Details) — Turn Arrows shall be Thermo Plastic not Painted. Response: Revised as requested. Sheet C-1.2 (Site Details) — No comments. Sheet C-2.0 (Grading and Drainage Pan) — Revise plan sheet to be one lane in & one lane out at Minkler Blvd. Response: Revised as requested. Sheet C-2.1 (Grading and Drainage Notes and Details) — No comments. 3 Sheet C-3.0 (Utility Plan) — (1) show & label domestic backflow (RPPA) within Hot Box (2) Install/label relocated Fire Hydrant per City of Tukwila standard detail WS -13 (3) show & label water deduct meter including size including backflow (4) remove C900 PVC from Water Notes (5) Revise plan sheet to be one lane in & one lane out at Minkler Blvd. Response: Revised as requested. Sheet C-3.1 (Utility Notes and Details) — No comments. Sheet 1 of 1 (Limited Topographic Survey) — No comments. Sheet L-1.00 (Landscape and Irrigation Plans) — (1) Label deduct irrigation meter with backflow including size (2) Revise plan sheet to be one lane in & one lane out at Minkler Blvd. Response: As proposed there will not be a deduct irrigation meter. The irrigation will be connected to domestic between the domestic backflow system and the building connection. JACKSON 1 MAIN ARCHITECTURE, P.S. 311 FIRST AVENUE SOUTH, SEATTLE, WA 98104 206.324.4800 JACKSONMAIN.COM r" JACKSONIMAIN �wARCHITECTURE Miscellaneous Comments 1. Public Works will prepare and Owner shall sign with Notary, a Storm Water Covenant and Maintenance Agreement. City will sign with Notary and have the document recorded at the King County Office of Records. Owner/Applicant shall pay full cost of recording fee. (As part of future Building (or) future Public Works permit.) Response: Acknowledged 2. No Traffic Concurrency Test Fee and no Transportation Impact Fee due as part of this Building permit. No new PM Peak Hour Trips generated for this project. Response: Acknowledged Thank you for your efforts in this review process and please reach out to me with any questions. Sincerely, Lara Barnes Designer Lara.Barnes@Jacksonmain.com (206)324-4800 JACKSON 1 MAIN ARCHITECTURE, P.S. 311 FIRST AVENUE SOUTH, SEATTLE, WA 98104 206.324.4800 JACKSONMAIN.COM Lara Barnes From: David McPherson <David.McPherson@TukwilaWA.gov> Sent: Tuesday, March 5, 2019 3:15 PM To: Lara Barnes Subject: Re: Lam's Trash/Grease Thank you Lara for the email below. That sounds good. Dave David McPherson Development Engineer City of Tukwila 6300 Southcenter Blvd #100 Tukwila, WA 98188 ph: (206) 431-2448 1 fx: (206) 431-3665 David.McPherson(a�TukwilaWA.gov 1 www.tukwilawa.gov **NEW EMAIL ADDRESS AND WEB ADDRESS!** From: Lara Barnes <Iara.barnes@jacksonmain.com> Sent: Tuesday, March 5, 2019 2:21 PM To: David McPherson Cc: Pat Brodin; Jason Green Subject: RE: Lam's Trash/Grease Hi Dave, Thank you for your email. CORRECT Regarding the trash/grease interceptor, this is my understanding. L18-0118 and D18-0399 are the two permits I am working on for the exterior shell for Lam's Seafood. These permits are not for occupancy and we will not be permitting a trash compactor as a part of either of these permits. The compactor is a part of the T.I. permit and the grease interceptor for the compactor will be addressed with that permit. Our response letter for permit L18-0118 will provide a response that states this. Please give me a call to discuss further if needed. Thanks for your help! Lara Bames Designer JACKSON 1 MAIN Architecture, P.S. 311 First Avenue South Seattle, Washington 98104 206.324.4800 P 311 APR 11 2019 PERMIT CENTER www.iacksonmain.com / Jackson Main Architecture www jacksonmain.com Architecture, master planning, building renovation, feasibility studies, interior design, space planning, adaptive re -use, construction management From: David McPherson <David.McPherson@TukwilaWA.gov> Sent: Tuesday, March 5, 2019 1:43 PM To: Lara Barnes <lara.barnes@jacksonmain.com> Cc: Pat Brodin <Pat.Brodin@TukwilaWA.gov>; Greg Villanueva <Greg.Villanueva@TukwilaWA.gov> Subject: Re: Lam's Trash/Grease Lara Barnes, I have attached a sample driveway for your information. Public Works does not have a standard detail that keeps the access mostly level with the sidewalk. The Planning Division (Minnie & Max) discussed this with you last week at the Lam's site. Regarding the trash areas. The trash area adjacent to Minkler Blvd. does not need to be revised for Lam's future use. I have asked Greg Villanueva, NPDES Coordinator (contact information above) to make a site visit and help determine what is required for the compost area. This area will need to be covered, drain to a catch basin that drains to a grease interceptor, then to the sanitary sewer. Let me know if you have questions/comments. Thank you. Dave David McPherson Development Engineer City of Tukwila 6300 Southcenter Blvd #100 Tukwila, WA 98188 ph: (206) 431-24481 fx: (206) 431-3665 David. McPherson.TukwilaWA.00v 1 www.tukwilawa.gov 2 February 25, 2019 File No. 262019.005/00102 Mr. Jerry Hight, Building Official City of Tukwila, Department of Community Development 6300 Southcenter Boulevard, Suite 100 Tukwila, WA 98188 Subject: Building Permit Plan Review — Final Submittal Lam's Seafood Market (D18-0399) Dear Mr. Hight: IMKIKROS �S c JC" l.j I �C 1�I1;11r'Cc tatirANIC RECEIVED CFY O 'i UKWILA NEAR 01 2019 PLRQ T CENTER We reviewed the proposed project for compliance with the structural provisions of the 2015 International Building Code (IBC) and the 2015 International Existing Building Code (IEBC) as amended and adopted by the state of Washington and the City of Tukwila. The permit applicant has responded successfully to our comments. Drawing Revisions New structural drawing sets were submitted in response to our plan review. These sets are enclosed and should replace any previous sets submitted with the original permit submittal. The new drawing sets are dated February 5, 2019. Special Inspections, Submittals, and Tests Special inspections and tests should be performed by qualified special inspectors. Requirements for structural special inspections and structural tests have been provided on Sheets S1.3. Reports, certificates, and other documents related to structural special inspections and tests should be submitted to the City of Tukwila. Geotechnical special inspections: Special inspections and test by the geotechnical engineer should be provided as recommended in the geotechnical report by Dames and Moore, Reference No. 4368-022-05, dated June 28, 1976. Structural Observation: Structural observation during construction is required for this project per IBC Section 1704.6. EVERETT 728 134th Street SW Suite 200 Everett, WA 98204 425 741-3800 www.reidmiddleton.com r1 Mr. Jerry Hight, Building Official City of Tukwila, Department of Community Development February 25, 2019 File No. 262019.005/00102 Page 2 Corrections and comments made during the review process do not relieve the permit applicant or the designers from compliance with code requirements, conditions of approval, and permit requirements; nor are the designers relieved of responsibility for a complete design in accordance with the laws of the state of Washington. This review is for general compliance with the International Building Code as it relates to the project. If you have any questions or need additional clarification, please contact us. Sincerely, Reid Middleton, Inc. 2clittat )2 tm.rewti.A_ Sabina S. Surana, P.E. Project Engineer Corbin M. Hammer, P.E., S.E. Principal Engineer cc: Lara Barnes, Jackson Main Architecture (by e-mail) Matthew Laase, Jackson Main Architecture (by e-mail) Blaze Bresko, Swensen Say Faget (by e-mail) Jerry Hight, City of Tukwila (by e-mail and surface mail) Bill Rambo, City of Tukwila (by e-mail) Rachelle Ripley, City of Tukwila (by e-mail) Al Johannessen, City of Tukwila (by e-mail) ehw\o:\plan review \tukwila\19\tk19 001r02.docx\sss Reid iddleton r City of Tukwila Department of Community Development February 17, 2019 LARA BARNES 311 FIRST AVE S SEATTLE, WA 98104 RE: Correction Letter # 1 DEVELOPMENT Permit Application Number D18-0399 LAM'S SEAFOOD MARKET - 243 MINKLER BLVD Dear LARA BARNES, Allan Ekberg, Mayor Jack Pace, Director 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 following departments: PLANNING DEPARTMENT: MAX BAKER at (206)-431-3683 if you have questions regarding these comments. • Planning cannot approve development permit until Design Review Permit (L18-0118) is approved. PW DEPARTMENT: Dave McPherson at 206-431-2448 if you have questions regarding these comments. • CITY OF TUKWILA PUBLIC WORKS DEPARTMENT REVIEW COMMENTS www.tukwila@tukwilawa.gov Development Guidelines and Design and Construction Standards DATE: January 24, 2019 PROJECT: LAM'S Seafood Market at 243 Minkler Blvd. TL nos. 262304-9110 / 262304-9079 / 883510-0000 1st Review Comments PERMIT NO: D18-0399 PLAN REVIEWER: Contact David McPherson at (206) 431-2448, if you have any questions/comments regarding the following comments. David.McPherson@TukwilaWA.gov Provide h completed Public Works permit fee estimate sheet (PW Bulletin A2 enclosed). (For Public Works activities only including — erosion control, land altering, domestic water meter with backflow (RPPA), irrigation deduct meter with backflow, relocation of Fire Hydrant, access & ADA improvements, striping, channelization, signage, trash enclosure, and any water/sanitary sewer/storm drainage work outside the building — as applicable. Show and label a trash enclosure on a Civil plan sheet. The trash enclosure shall drain to a grease interceptor that drains to the sanitary sewer. (See TMC 14.30.110 enclosed for reference.) The City of Tukwila requires a grease interceptor on all buildings where food preparation occurs and at locations determined by the Public Works Director as necessary for the proper handling of liquid wastes. Grease interceptors shall be sized per Appendix H of the Uniform Plumbing code. Grease interceptor shall be a single vault with double baffle. Refer to attached City of Tukwila Detail SS -14. Please submit a detailed site plan showing location of proposed grease interceptor and sanitary sewer system. A Washington State Licensed Engineer shall design the 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 outside grease interceptor, and shall stamp, date, and sign the design sheet. Contact Utility Locates to assure that there is no conflict between proposed grease interceptor location and existing utilities on site. An interior grease trap/interceptor may be installed under a separate Plumbing Permit if approved by the Development Manager (Water & Sanitary Sewer Engineer). Specify size/manufacturer/model number on plans and include a grease interceptor cut sheet. If you have questions regarding the grease trap/interceptor requirement please contact Pat Brodin, P.E., Development Manager at (206) 431-2441. pat.brodin@tukwilawa.gov Domestic Water Service This building will be served by a new 2 -inch water meter that will require an RPPA device to be installed for premise isolation. A Reduced Pressure Principle Assembly (RPPA), previously called a Reduced Pressure Backflow Assembly (RPBA), shall be installed immediately downstream of the proposed permanent 2 -inch domestic water meter for premise isolation. Installation at another location requires approval by the Director of Public Works. The RPPA shall be installed in a Hot Box/Hot Rock or equal freeze protection enclosure anchored to a minimum 4"thick concrete pad. Public Works recommends, but does not require, a power supply for the freeze protection enclosure. Please specify RPPA size, manufacturer, and model number on plans and submit a cut sheet for the proposed device. Show location of the new RPPA on a plan sheet. NOTE: (1) Revise plan sheets to be one lane in & one lane out at Minkler Blvd. (2) Run an Auto Turn for a WB -50 to determine width of lanes and curb radii needed at Minkler Blvd. Each of the two lanes should not be wider than 14 feet. Sheet G0.00 (Cover Sheet) — No comments. Sheet G0.01 (Project Info. & Annotation Key) — No comments. Sheet CVR-1 (Cover Sheet) — General Notes (NAVIX) states 'City of Lake Stevens' — should be City of Tukwila. Sheet D-1.0 (Demolition Plan) — Revise plan sheet to be one lane in & one lane out at Minkler Blvd. Sheet D-2.0 (TESC Plan) — Revise plan sheet to be one lane in & one lane out at Minkler Blvd. Sheet D-2.1 (TESC Notes and Details) — No comments. Sheet C-1.0 (Site Improvement Plan) — (1) Note states 'King County Fire District 24' — should be City of Tukwila Fire Department. (2) Revise plan sheet to be one lane in & one lane out at Minkler Blvd. Sheet C-1.1 (Site Notes & Details) — Turn Arrows shall be Thermo Plastic not Painted. Sheet C-1.2 (Site Details) — No comments. Sheet C-2.0 (Grading and Drainage Pan) — Revise plan sheet to be one lane in & one lane out at Minkler Blvd. Sheet C-2.1 (Grading and Drainage Notes and Details) — No comments. Sheet C-3.0 (Utility Plan) — (1) show & label domestic backflow (RPPA) within Hot Box (2) Install / label relocated Fire Hydrant per City of Tukwila standard detail WS -13 (3) show & label water deduct meter including size including backflow (4) remove C900 PVC from Water Notes (5) Revise plan sheet to be one lane in & one lane out at Minkler Blvd. Sheet C-3.1 (Utility Notes and Details) — No comments. Sheet 1 of 1 (Limited Topographic Survey) — No comments. Sheet L-1.00 (Landscape and Irrigation Plans) — (1) Label deduct irrigation meter with backflow including size (2) Revise plan sheet to be one lane in & one lane out at Minkler Blvd. Miscellaneous Comments 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 1. Public Works will prepare and Owner shall sign with Notary, a Storm Water Covenant and Maintenance Agreement. City will sign with Notary and have the document recorded at the King County Office of Records. Owner/Applicant shall pay full cost of recording fee. (As part of future Building (or) future Public Works permit.) 2. No Traffic Concurrency Test Fee and no Transportation Impact Fee due as part of this Building permit. No new PM Peak Hour Trips generated for this project. Public Works contact for surface water information Ryan Larson, P.E. (Senior Program Manager - Surface Water) City of Tukwila Public Works Department (206) 431-2456 ryan.larson@tukwilawa.gov Public Works contact for sanitary sewer & water information. Pat Brodin, P.E. (Development Manager) City of Tukwila Public Works Department (206) 431-2441 pat.brodin@tukwilawa.gov Public Works contacts for transportation information. Cyndy Knighton (Senior Program Manager - Transportation) City of Tukwila Public Works Department cyndy.knighton@tukwilawa.gov (206) 431-2450 Scott Bates (Traffic Engineering Coordinator) City of Tukwila Public Works Department (206) 431-2193 scott.bates@tukwilawa.gov Public Works contact for NPDES information. Greg Villanueva (NPDES Coordinator) 6300 Southcenter Boulevard Tukwila, WA 98188-2544 206-431-2442 Office / 206-571-6321 Cell greg.villanueva@tukwilawa.gov Please address the comments above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that two (2) sets of revised plan pages, 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. 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 7 If you have any questions, I can be reached at (206)433-7165. Rachelle Ripley2\ Permit Technician File No. D18-0399 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 Reid iddleton January 24, 2019 File No. 262019.005/00101 COMMUNITY D[ -VE 1 UI'MFN7 Mr. Jerry Hight, Building Official City of Tukwila, Department of Community Development 6300 Southcenter Boulevard, Suite 100 Tukwila, WA 98188 Subject: Building Permit Plan Review — First Submittal Lam's Seafood Market (D18-0399) Dear Mr. Hight: C�v�G im3alonni own4i-vok mama ay L We reviewed the proposed project for compliance with the structural provisions of the 2015 International Building Code (IBC) and the 2015 International Existing Building Code (IEBC) as amended and adopted by the state of Washington and the City of Tukwila. The design team should address the comments below. The permit applicant should provide responses to the review comments in an itemized letter. The structural engineer should resubmit the following documents: a. One set of full-sized revised and new structural sheets for insertion into the original structural drawing set. Complete structural drawing sets may be submitted in place of individual new and revised sheets. b. Two complete full-sized sets of updated structural drawings. c. Three copies of supplemental structural calculations. The applicant should resubmit documentation directly to Reid Middleton, Inc. Structural General 1. Structural special inspections and tests should be performed for this project. See IBC Sections 1704.2.3, 1704.3.1, and 1705. A table of the required inspections should be added to the Structural General Notes on Sheets S1.1 and S1.2. EVERETT 728 134th Street SW Suite 200 Everett, WA 98204 425 741-3800 www.reidmiddleton.com U Mr. Jerry Hight, Building Official City of Tukwila, Department of Community Development January 24, 2019 File No. 262019.005/00101 Page 2 2. Structural tests: Tests by qualified special inspectors should be conducted. The following is a summary: a. Testing of concrete for specified compressive strength, f'c; air content; and slump. See IBC Sections 1705.3 and 1901.2 and ACI 318 Section 26.12. 3. Structural deferred submittals. Portions of the structural design have been deferred by the structural engineer for submittal to the city of Tukwila until after issuance of the initial building permit. The applicant should recognize that the city of Tukwila may require the issuance of additional permits. See IBC Section 107.3.4.1. The following is a summary: a. Concrete mix designs. b. Drawings for construction of steel roof deck diaphragms (e.g., Sheet S2.2). c. Design drawings for hold-down systems at wood -framed shear walls (e.g., Earthbound, see also ICC -ES AC316 and ESR -2848). d. Design drawings for decorative finial, clock, and signage. Foundation 4. Key note Z on Sheet C-1.0 indicates structural concrete pad design per structural engineer. However, the structural design of the concrete pad does not appear to be provided. Structural documentation substantiating the design of the concrete pad should be provided for review. See IBC Sections 1603.1, 1808.3, and 1901.1. 5. Structural calculations substantiating the design of concrete footings as shown on Sheets S2.1 and S4.1 should be provided for review. See IBC Section 107.1. Vertical 6. Detail 2/S4.3 indicates canopy connection to the existing precast concrete wall. Structural calculations for the design of the canopy framing connection to the existing precast concrete walls should be provided for review. See IBC Sections 107.2.1 and 1603.1. Reid iddleton (Th Mr. Jerry Hight, Building Official City of Tukwila, Department of Community Development January 24, 2019 File No. 262019.005/00101 Page 3 7. Wind uplift calculations for canopy framing do not appear to be included in the submittal and should be provided for review. Adequate connections should be provided at canopy supports to resist uplift forces. See IBC section 107.2.1. 8. Structural calculations for the design of precast panel anchors shown in Detail 3/S4.2 should be provided for review. See IBC Sections 1603.1 and 1613.1. 9. Detail 8/S4.3 indicates HSS beam, column, and tie rod connections. The location of the detail is unclear. The reference detail should be provided on Sheet S2.2, and calculations substantiating the design of framing members and connections should be provided for review. See IBC Sections 107.1 and 1603.1. 10. The decking for the high roof on Sheet S2.2 does not appear to be shown on the drawings. Verification for the high roof decking should be provided to clarify. See IBC Section 107.1. Lateral 11. Sheets A0.01, S2.1, and S2.2 appear to indicate that several existing precast concrete walls are either demolished full height or saw cut to make new openings. For example, concrete walls along Grids A, B, 1, 2, 7, and 8. These precast concrete walls appear to be a part of lateral -force -resisting system (LFRS) of the existing building. Supplementary LFRS does not appear to be provided along the precast walls that are demolished or altered. Substantiating documentation should be provided to demonstrate that the alteration on the existing precast concrete walls does not create a substantial alteration of the existing building's LFRS. See IBC Section 107.1 and IEBC Chapter 301.1.4. 12. The alteration work on the existing building should comply with IEBC 301.1. The compliance method selected for the project should be specified in the General Notes Sheet S1.1. See IEBC Chapters 301.1.1, 301.1.2, and 301.1.3. 13. The tower structure does not appears to have a lateral load path. Calculations should be provided to substantiate the lateral support of the tower structure. See IBC Sections 1604.2 and 1604.4 and ASCE 7-10 Section 1.4. Reid iddleton 1 Mr. Jerry Hight, Building Official City of Tukwila, Department of Community Development January 24, 2019 File No. 262019.005/00101 Page 4 Corrections and comments made during the review process do not relieve the permit applicant or the designers from compliance with code requirements, conditions of approval, and permit requirements; nor are the designers relieved of responsibility for a complete design in accordance with the laws of the state of Washington. This review is for general compliance with the International Building Code as it relates to the project. If you have any questions or need additional clarification, please contact us. Sincerely, Reid Middleton, Inc. vtnt twat' Sabina S. Surana, P.E. Project Engineer Corbin M. Hammer, P.E., S.E. Principal Engineer cc: Lara Barnes, Jackson Main Architecture (by e-mail) Matthew Laase, Jackson Main Architecture (by e-mail) Blaze Bresko, Swensen Say Faget (by e-mail) Jerry Hight, City of Tukwila (by e-mail) Bill Rambo, City of Tukwila (by e-mail) Rachelle Ripley, City of Tukwila (by e-mail) Al Johannessen, City of Tukwila (by e-mail) ehw\o:\plan review\tukwila\ 18\tk 19_001 r01.docx\sss Reid iddleton City of Tukwila Allan Ekberg, Mayor Department of Community Development - Jack Pace, Director January 7, 2019 Dave Swanson Reid Middleton 728 - 134th Street SW, Suite 200 Everett, WA 98204 RE: Supplemental Structural Review Development Permit D18-0399 Lam's Seafood Market — 243 Minkler Blvd Dear Mr. Swanson, Please review the enclosed set of plans and documents for structural compliance with the 2015 International Building Code. As always, once all items have been reviewed and deemed correct, please provide two approved sets of approved plans and calculations with original approval stamps back to the Permit Center, attention Building Official. If you should have any questions, please feel free contact us in the Permit Center at (206) 431-3670. Sincerely, RachellRipley Permit Coordinator encl File: D18-0399 Tukwila City Hall • 6200 Southcenter Boulevard • Tukwila, WA 98188 • 206-433-1800 • Website: TukwilaWA.gov /PERMITCOORD OOP'{ PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D18-0399 DATE: 07/31/19 PROJECT NAME: LAM'S SEAFOOD MARKET SITE ADDRESS: 17348 SOUTHCENTER PKWY Original Plan Submittal X Response to Correction Letter # 1 Revision # before Permit Issued Revision # after Permit Issued DEPARTMENTS: )6S k $- Building Division Public Works Fire Prevention Structural 111 Planning Division ❑ Permit Coordinator PRELINIINARY REVIEW: Not Applicable ❑ (no approval/review required) DATE: 08/01/19 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 08/29/19 Approved Corrections Required ❑ Approved with Conditions ❑ ❑ Denied (corrections entered in Reviews) (ie: Zoning Issues) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: 12/18/2013 f N FERMMII OOORD CO(P`.� PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D18-0399 DATE: 07/10/19 PROJECT NAME: LAM'S SEAFOOD MARKET SITE ADDRESS: 17348 SOUTHCENTER PKWY Original Plan Submittal Response to Correction Letter # Revision # before Permit Issued X Revision # 1 after Permit Issued DEPARTMENTS: Coo/ -7'11'1C1 Building Division laA hi?' I Public Works Kph 740 �� ��� c1 Fire Prevention '' Structural * 141 i'\ \ Planning Division Permit Coordinator PRELINIINARY REVIEW: Not Applicable ❑ (no approval/review required) REVIEWER'S INITIALS: DATE: 07/11/19 Structural Review Required DATE: El APPROVALS OR CORRECTIONS: Approved Corrections Required (corrections entered in Reviews) Approved with Conditions Denied (ie: Zoning Issues) DUE DATE: 08/08/19 Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg Fire ❑ Ping 0 PW 0 Staff Initials 12/18/2013 PERMIT COOR COR- PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D18-0399 DATE: 04/11/19 PROJECT NAME: LAM'S SEAFOOD MARKET SITE ADDRESS: 17348 SOUTHCENTER PKWY Original Plan Submittal X Response to Correction Letter # 1 Revision # before Permit Issued Revision # after Permit Issued DEPARTMENTS: Building Division lic Work el 101 Fire Prevention Structural \AY7 kvv° Planning Division Permit Coordinator ❑ PRELIMINARY REVIEW: DATE: 04/16/19 Not Applicable ❑ Structural Review Required (no approval/review required) REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required ❑ Approved with Conditions ❑ Denied (corrections entered in Reviews) (ie: Zoning Issues) Notation: DUE DATE: 05/14/19 REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg 0 Fire 0 Ping 0 PW ❑ Staff Initials: 12/18/2013 PERMIT COORD COPS; PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D18-0399 DATE: 12/24/18 PROJECT NAME: LAM'S SEAFOOD MARKET SITE ADDRESS: 243 MINKLER BLVD X Original Plan Submittal Response to Correction Letter # Revision # Revision # before Permit Issued after Permit Issued DEPARTMENTS: 1/11 Buildin'Division "Public Works /112* -g 184i PRELIMINARY REVIEW: Not Applicable n (no approval/review required) M (/ Fire Prevention P Structural REVIEWER'S INITIALS: Planning Division Permit Coordin ttor DATE: Structural Review Required DATE: n APPROVALS OR CORRECTIONS: Approved Corrections Required (corrections entered in Reviews) Approved with Conditions Denied (ie: Zoning Issues) DUE DATE: 1/29/19 Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Ii` N Departments issued corrections: B dg Fire ❑ Ping PW Staff Initials: 104"6 ri. 12/18/2013 PROJECT NAME: L a el' S Pa X00,(1 In,,,L.ef SITE ADDRESS: 2y3 /V),nKipr l�lvc9 PERMIT NO: l t�' 39 '9 ORIGINAL ISSUE DATE: /- ZC► v 9 REVISION LOG REVISION NO. DATE RECEIVED STAFF INITIALS STAFF INITIALS ISSUED DATE STAFF INITIALS / 7-/O-(9 4 t./ Summary of Revision: Received by: Summary of Revision: 4 dd; n q q ye &.d- _ i ilk e,-Celp/_,,� C fQ r t. L ue_i- 7L -4-os c Pae. --Dr. �J V j Received by: ___.:1,-;,4,,,y_./-11,,z7i..."- 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) 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) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) C1 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: 1 1 J 1 11 1 Plan Check/Permit Number: D 18-0399 ❑ Response to Incomplete Letter # ® Response to Correction Letter # 1 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner ❑ Deferred Submittal # Project Name: Lam's Seafood Market Project Address: 17348 Southcenter Mall RECEIVED CITY OF TUKWILA. JUL 3 1 2019 PERMIT CENTER Contact Person: LUr U (3 kY In es Phone Number: 2° (0 r 3 2y -4 300 Summary of Revision: 1. pate aP s1 ynalvrfl has been added to 8-11ict c l -eQ- s . 2.. A dew I Of the eo nportyl pad has \peeln prcvic?-Qd din Nruak.k. S L.1. ItIurnulcn of\ ?cLd Skope and connect o tc' v-aSQ i n erc eet f is kvaa CY1 C Z. t C-3.0 'Please catt 9Uesti clk- Sheet Number(s): 5 2. ) S �- • Z. "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: Q Entered in TRAKiT on 1 — ( 9 W:\Permit Center (Rachelle)UCandace - Revision Submittal Form.doc Revised: August 2015 f 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.TukwilaWA.gov Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc Date: 7/10/19 Plan Check/Permit Number: D18-0399 ❑ Response to Incomplete Letter # RECEIVED ❑ Response to Correction Letter # (11-V OF TUKWILA Zji Revision # 1 after Permit is Issued JJ Revision requested by a City Building Inspector or Plans Examiner ❑ Deferred Submittal # `7ERMT CENTER JUL 10 2019 Project Name: LAM'S SEAFOOD MARKET Project Address: 243 MINKLER BLVD TUKWILA, WA 98188 Contact Person: LARA BARNES Phone Number: 206-324-4800 Summary of Revision: Public works has required that we provide a grease interceptor and roof covering the trash compactor per comments we received in permit # L18-0118. This revision includes a grease interceptor, new trash compactor pad and extension of a previously permitted steel canopy to cover the compactor. Sheet Number(s): CVR-1,D-1.0,D-2.0.0-1.0 C -2.0,C -3.0,C -3.1,C -3.2.A1.00` "Cloud" or highlight all areas of revision including date o evision A3 ,A3.02, S2.1, S2.2 Received at the City of Tukwila Permit Center by: amdC,&( l_# / ] Entered in TRAKiT on 7- /0 --/ 9 J W:\Pennit Cater\Tee4latesTonm\Revision Submittal Fonadoc Revised: August 2015 Date: '1 I I ti I! CI 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. Plan Check/Permit Number: D18-0399 Response to Incomplete Letter # Response to Correction Letter # _1_ Revision # after Permit is Issued Revision requested by a City Building Inspector or Plans Examiner Deferred Submittal # Project Name: LAM'S SEAFOOD MARKET Project Address: 17348 SOUTHCENTER PKWY Contact Person: LCV! $4Y he s Phone Number: Zap- ?%ZN ''1 boo Summary of Revision: [DECEIVED CITY OF TUKWILA APR 1 1 2019 PERMIT CENTER Rey tsiom are bawd dpi dr a (twee ttttCr receti c! 2.1241 19. All oomments Qre site re tatcd - u4 e Irate ki ee ri uk10011(11 Close w it ti pave Meir l'crs wt Pct f'l ateY pomote ah arra peicidte Xicitrt. L1'3 •6118 5 -fie teactvl t.eutew Pervvit ass ociakrA witis teas 'evm(t. tDlct-6o M is WQ T1. fervvit alsoctahed 141i-tAt ihttrloe ¶oifan 61 W115 bclildih.. SheetNumber(s): ,1'00 ta COMMA' %ettc !W S -QQ 41- re Mill to each. cow: "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: ❑ Entered in TRAKiT on J gill -e I J&ecciv W:\Permit Center (Rachelle)\Forms\Fermit Center Documents (Word)\Revision Submittal Form.doc Revised: August 2015 TTG LLC 00 Washington State Department of Labor & Industries Winn 1ispanol Contact Safety & Health Claims & Insurance tSearch L&I A -, index Page 1 of 2 -I • belt Workplace Rights Trades & Licensing TTG LLC Owner or tradesperson THOMAS, TED ALAN Principals THOMAS, TED ALAN, MANAGER WA UBI No. 603 584 400 PO BOX 13313 SEATTLE, WA 98198 206-391-1025 KING County Business type Limited Liability Company License Verify the contractor's active registration / license / certification (depending on trade) and any past violations. Construction Contractor Active. Meets current requirements. License specialties GENERAL License no. TTGLLL*840JJ Effective — expiration 04/11/2016— 06/08/2020 Bond Wesco Insurance Co Bond account no. 46 W 8074575 $12,000.00 Received by L&I Effective date 04/11/2016 03/30/2016 Expiration date Until Canceled Insurance Western World Ins Co Policy no. NPP8492587 $1,000,000.00 Received by L&I Effective date 01/10/2019 01/04/2019 Expiration date 01/04/2020 Insurance history Savings No savings accounts during the previous 6 year period. Lawsuits against the bond or savings No lawsuits against the bond or savings accounts during the previous 6 year period. L&I Tax debts No L&I tax debts are recorded for this contractor license during the previous 6 year period, but some debts may be recorded by other agencies. License Violations No license violations during the previous 6 year period. Workers' comp Help us improve https://secure.lni.wa.gov/verify/Detail.aspx?UBI=603584400&LIC=TTGLLL*840JJ&SAW= 4/26/2019 TTG LLC Page 2 of 2 No active workers' c: Imp accounts during the previous 6 year period. Public Works Strikes and Debarments Verify the contractor is eligible to perform work on public works projects. Contractor Strikes No strikes have ben issued against this contractor. Contractors not allowed to bid No debarments ha; e been issued against this contractor. Workplace ::safety and health No inspections during the previous 6 year period. Washington State Dept c` Labor 8 Industries. Use of this site is subject to the laws of the state of Washington. Help us improve https://secure.lni va.gov/verify/Detail.aspx?UBI=603584400&LIC=TTGLLL*840JJ&SAW= 4%26/2019 rn 0 N v 0 food\2Drawings\LSTU OD E c 0 C 0 0 c MINKLER BLVD M N Vd 83AOGNV VICINITY MAP NTS OWNER/DEVELOPER KIMCO REALTY 4065 FACTORIA MALL SE, SUITE F10 BELLEVUE, WA 98006 (425) 373-3509 CONTACT: PETER EMSKY GOVERNING AGENCIES CITY OF TUKWILA 6200 SOUTHCENTER BLVD TUKWILA, WA 98188 (206) 433-6800 CONSULTANTS CIVIL: NAVIX ENGINEERING 11235 SE 6TH STREET, SUITE 150 BELLEVUE, WA 98004 (425) 458-7934 CONTACT: JASON GREEN (425) 458-7896 CONTACT: JENELLE TAFLIN, P.E. ARCHITECT: JACKSON MAIN ARCHITECTURE 311 FIRST AVENUE SOUTH SEATTLE, WA 98104 (206) 324-4800 CONTACT: BRYANT BRONSON SURVEYOR: AXIS SURVEYING & MAPPING 15241 NE 90TH STREET REDMOND, WA 98052 (425) 823-5700 CONTACT: ZANE NALL, PLS. EXISTING LEGEND UTILITIES WATER: TUKWILA WATER DISTRICT 6300 SOUTHCENTER BLVD, SUITE 100 TUKWILA, WA 98168 (206) 433-0179 SEWER: TUKWILA SEWER DISTRICT 6300 SOUTHCENTER BLVD, SUITE 100 TUKWILA, WA 98168 (206) 433-0179 STORMWATER: CITY OF TUKWILA 6200 SOUTHCENTER BLVD TUKWILA, WA 98188 (206) 433-6800 POWER: PUGET SOUND ENERGY 10885 NE 4TH ST BELLEVUE, WA 98004 (888) 225-5773 FIRE DEPARTMENT: TUKWILA FIRE DEPARTMENT 444 ANDOVER PARK EAST TUKWILA, WA 98188 (206) 575-4404 NATURAL GAS: PUGET SOUND ENERGY 10885 NE 4TH ST BELLEVUE, WA 98004 (888) 225-5773 TELECOMMUNICATION: CENTURYLINK 1600 BELL PLAZA SEATTLE, WA 98191 (206) 345-2211 BUILDING/PLANNING: DEPARTMENT OF COMMUNITY DEVELOPMENT 6300 SOUTHCENTER BLVD, SUITE 100 TUKWILA, WA 98188 (206) 431-3670 w.IJI' iNAii?E (L iJM.) YARD LIGHT POWER M[.I.ER POWER POLE JUNCfON i3OX ( i:, N(E') TELEPHONE MANHOLE CATCH BASIN (CB) STORM MANHOLE (:.;DMI ) Srdv"+.'IARY SEWER M.AN QLE (SSMI-i; CLEANOUT (As NOTED) GAS ME_TI',F< GAS V,LVi: WATER VALVE (WV) FIRE HYDR,ANi(F I) / +:C:NNI TK)N(FD ) WATER M. 'JilOEE WATER METER BLOW --OFF / A!R4r• ' SIGN V I': MONITOR WELL DIRLCTIcJi'tL ARROW SURVEY MONUMElc' (AS 9knED BENCHMARK. soKircia C1 --- w' SECTION CORNER (AS NOTED) FOUND RLCAR/CAP (AS NOTED) FOUND LEAD/TACK SURVEY CONTROL STATION PROPERTY LINE HANDICAP CONCRETE GRAVEL/SAND (AS NOTED) ASPHALT i_ JILC N IN_. I.N1 FENCE WOOD FENCE BARBED WIRE FENCE rIOG+iRE FENCE WATER i.;NE. OAS UNE OVERHEAD/UNDERGROUND ii:.;. iiNE. OVERHEAD/UNDERGROUND I'WR. STORM :.INE EWER LINE LA 'S SEAFOOD MARKET CIVIL CONSTRUCTION DOCUMENTS 17300 SOUTHCENTER PKWY TUKWILA, WA 98188 SW 1/4 OF SE 1/4 OF SECTION 26, TOWNSHIP 23N, RANGE 4E. W.M. SEPARATE PERMIT RE9UIRED FOR: �_/ Mechanical 41C_, Electrical �LJ Plumbing ,ja"Gas Piping City of Tukwila BUILDING DIVISION DATUM/BASIS OF BEARINGS HORIZONTAL: NAD '83/'11 GPS 2011 WASHINGTON NORTH ZONE VERTICAL: NAVD '88 PER CITY OF TUKWILA POINT NO. F-14, 3" BRASS DISC MARKED "SURVEY MON" AS FOUND IN THE BACK OF WALK. ELEVATION: 27.27 BASIS OF BEARINGS: HELD A BEARING OF NORTH 11'59'33" WEST ALONG THE MONUMENTED CENTERLINE OF SOUTHCENTER PARKWAY PER RECORD OF SURVEY BY CHADWICK & WINTERS LAND SURVEYING RECORDING NUMBER 9905129003. BENCHMARKS TEMPORARY BENCHMARK: TBM 'A' SET 'X' ON TOP WESTERLY 3/4" BOLT IN ECO-BLOCK WALL AT SOUTHEASTERLY END OF TOPOGRAPHIC MAPPING. ELEVATION: 27.83' TBM 'B' SET MAG NAIL W/AXIS CONTROL WASHER IN PARKING LOT ±4' EAST OF NORTH END OF PLANTER ISLAND IN FRONT OF PARTY CITY. ELEVATION: 24.47' SITE DATA PARCEL NUMBERS: 2623049110, 2623049079, 8835100000 ZONING: EXISTING USE: PROPOSED USE: AREA CALCUI ATIONS TOTAL SITE: TUKWILA URBAN CENTER - COMMERCIAL CORRIDOR (TUCC-CC) TUKWILA URBAN CENTER - WORKPLACE (TUCC-WP) SHOPPING CENTER SHOPPING CENTER 1,222,394t S.F. (28.06t ACRES) TOTAL AREA OF DISTURBANCE: NEW BUILDING; NEW IMPERVIOUS SURFACE. REPLACED IMPERVIOUS SURFACE: NEW PERVIOUS SURFACE: REPLACED PERVIOUS SURFACE: rrrr F: 1-'-- f•.. "7/11/19 12,950t S.F. (0.30± ACRES) 550t S.F. (0.01t ACRES) 360t S.F. (0.01t ACRES) 10,430t S.F. (0.24t ACRES) 1,300t S.F. (0.03± ACRES) 310t S.F. (0.01± ACRES) atm LEGAL DESCRIPTION BY SURVEYOR PARCEL A: THAT PORTION OF THE SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER, AND OF THE SOUTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 26, TOWNSHIP 23 NORTH, RANGE 4 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON, AND OF THE NORTHWEST QUARTER OF THE NORTHEAST QUARTER, AND OF THE NORTHEAST QUARTER OF THE NORTHWEST QUARTER OF SECTION 35, TOWNSHIP 23 NORTH, RANGE 4 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHWEST CORNER OF THE NORTHEAST QUARTER OF SAID SECTION 35; THENCE SOUTH 87'4408"EAST ALONG THE NORTH LINE OF SAID NORTHEAST QUARTER A DISTANCE OF 140.16 FEET TO THE TRUE POINT OF BEGINNING; THENCE SOUTH 02'2412°WEST PARALLEL TO THE WEST LINE OF SAID NORTHEAST QUARTER A DISTANCE OF 894.23 FEET TO THE NORTH LINE OF THE SOUTH 430 FEET OF THE NORTHWEST QUARTER OF THE NORTHEAST QUARTER OF SAID SECTION 35; THENCE NORTH 87'5009"WEST ALONG SAID NORTH LINE A DISTANCE OF 140.16 FEET TO THE EAST LINE OF THE NORTHEAST QUARTER OF THE NORTHWEST QUARTER OF SAID SECTION 35; THENCE NORTH 87'50'57"WEST ALONG THE NORTH LINE OF THE SOUTH 430 FEET OF SAID NORTHEAST QUARTER OF THE NORTHWEST QUARTER A DISTANCE OF 177.29 FEET TO A POINT 6 FEET DISTANT NORTHEASTERLY, MEASURED AT RIGHT ANGLES, FROM THE EASTERLY MARGIN OF THE MESS BROTHERS COUNTY ROAD NO 972; THENCE NORTH 11'59'33"WEST ALONG A LINE 6 FEET DISTANT NORTHEASTERLY, MEASURED AT RIGHT ANGLES FROM SAID EASTERLY MARGIN A DISTANCE OF 1771.86 FEET; THENCE CONTINUING ALONG SAID LINE 6 FEET DISTANT NORTHEASTERLY ALONG A CURVE TO THE RIGHT HAVING A RADIUS OF 919.37 FEET, AN ARC DISTANCE OF 210.78 FEET THROUGH A CENTRAL ANGLE OF 13'08'08 THENCE NORTH 01'08'35"EAST ALONG SAID UNE 6 FEET DISTANT NORTHEASTERLY A DISTANCE OF 285.11 FEET TO THE NORTH UNE OF THE SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER OF SAID SECTION 26; THENCE SOUTH 87'55'53"EAST ALONG SAID NORTH LINE A DISTANCE OF 625.20 FEET TO THE WEST LINE OF THE SOUTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SAID SECTION 26; THENCE SOUTH 87'55'02'EAST ALONG THE NORTH LINE OF SAID SOUTHWEST QUARTER OF THE SOUTHEAST QUARTER A DISTANCE OF 140.16 FEET; THENCE SOUTH 01'1225"WEST PARALLEL TO THE WEST LINE OF SAID SOUTHWEST QUARTER OF THE SOUTHEAST QUARTER A DISTANCE OF 1318.77 FEET TO THE TRUE POINT OF BEGINNING; EXCEPT THE NORTH 2 FEET OF THAT PORTION OF THE SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER AND OF THE SOUTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 26, TOWNSHIP 23 NORTH, RANGE 4 EAST, WILLAMETTE MERIDIAN, DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHWEST CORNER OF THE SOUTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SAID SECTION 26; THENCE SOUTH 87'5502"EAST ALONG THE NORTH LINE OF SAID SOUTHWEST QUARTER OF THE SOUTHEAST QUARTER, A DISTANCE OF 140.16 FEET; THENCE SOUTH 01'1225"WEST PARALLEL TO THE WEST LINE OF SAID SOUTHEAST QUARTER, A DISTANCE OF 490.00 FEET; THENCE NORTH 88'47'35"WEST, A DISTANCE OF 738.90 FEET TO A POINT 6 FEET DISTANT NORTHEASTERLY, MEASURED AT RIGHT ANGLES, FROM THE EASTERLY MARGIN OF MESS BROTHERS COUNTY ROAD NUMBER 972; THENCE NORTH 11'59'33"WEST ALONG SAID UNE 6.00 FEET DISTANT NORTHEASTERLY, MEASURED AT RIGHT ANGLES, FROM SAID EASTERLY MARGIN, A DISTANCE OF 7.73 FEET TO A POINT OF CURVATURE; THENCE CONTINUING ALONG SAID LINE 6.00 FEET DISTANT NORTHEASTERLY, MEASURED AT RIGHT ANGLES, FROM SAID EASTERLY MARGIN, ALONG A CURVE TO THE RIGHT HAVING A RADIUS OF 919.37 FEET AN ARC DISTANCE OF 210.78 FEET THROUGH A CENTRAL ANGLE OF 13'08'O8"; THENCE NORTH 01'08'35'EAST ALONG SAID LINE 6.00 FEET DISTANT NORTHEASTERLY, MEASURED AT RIGHT ANGLES, FROM SAID EASTERLY MARGIN, A DISTANCE OF 285.11 FEET TO THE NORTH LINE OF THE SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER OF SAID SECTION 26; THENCE SOUTH 87'55153"EAST ALONG SAID LINE A DISTANCE OF 625.20 FEET TO THE WEST LINE OF THE SOUTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 26 AND THE TRUE POINT OF BEGINNING, AND THAT PORTION OF THE SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER OF THE AFOREDESCRIBED PARCEL LYING SOUTH OF THE NORTH 2.00 FEET OF SAID DESCRIBED PARCEL AND ALSO LYING NORTHWESTERLY OF A CURVE HAVING A RADIUS OF 35.00 FEET AND WHICH IS TANGENT TO THE SOUTH LINE OF THE SAID NORTH 2.00 FEET AND ALSO TANGENT TO A LINE PARALLEL WITH AND 5.00 FEET WEST AS MEASURED AT RIGHT ANGLES TO THE WEST LINE OF THE AFOREDESCRIBED PARCEL, AS CONVEYED TO THE CITY OF TUKWILA FOR MINKLER BOULEVARD BY WARRANTY DEED RECORDED UNDER RECORDING NUMBER 9408290325, TOGETHER WITH THOSE CERTAIN RIGHTS IN A 35 FOOT NO BUILD CORRIDOR AS DEFINED IN RESTRICTIVE COVENANT RECORDED OCTOBER 20, 1972 AND MAY 2, 1973 UNDER RECORDING NUMBER 7210200584 AND 7305020527. PARCEL B: BEGINNING AT THE NORTHWEST CORNER OF LOT 4, UPLAND'S TUKWILA INDUSTRIAL PARK, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 4 OF PLATS, PAGES 8, 9 AND 10, RECORDS OF KING COUNTY, WASHINGTON: THENCE SOUTH 011225"WEST, 426.63 FEET ALONG THE WEST LINE OF SAID LOT TO THE SOUTHWEST CORNER OF SAID LOT; THENCE SOUTH 87'55'04" EAST, 11.45 FEET ALONG THE SOUTH LINE OF SAID LOT TO A POINT ON A CURVE, THE RADIUS POINT OF WHICH BEARS SOUTH 78'37'57"EAST, 410.88 FEET DISTANT; THENCE NORTHEASTERLY, ALONG THE ARC OF A CURVE CONCAVE TO THE SOUTHEAST HAVING A RADIUS OF 410.88 FEET, THROUGH A CENTRAL ANGLE OF 10'06'25', AND AN ARC LENGTH OF 72.48 FEET; THENCE NORTH 21'28'48°EAST, 14.49 FEET TO A POINT OF CURVATURE; THENCE NORTHEASTERLY ALONG THE ARC OF A CURVE TO THE RIGHT HAVING A RADIUS OF 481.45 FEET, THROUGH A CENTRAL ANGLE OF 08'0000"AND AN ARC LENGTH OF 67.22 FEET; THENCE NORTH 2928'48"EAST, 41.25 FEET TO A POINT OF CURVATURE; THENCE NORTHEASTERLY, ALONG THE ARC OF A CURVE TO THE RIGHT, HAVING A RADIUS OF 410.88 FEET, THROUGH A CENTRAL ANGLE OF 54'19'59"AND AN ARC LENGTH OF 389.63 FEET; THENCE NORTH 27'41'36" EAST, 29.92 TO A POINT ON THE NORTH LINE OF SAID LOT WHICH IS 405.00 FEET FROM THE POINT OF BEGINNING; THENCE NORTH 87'55'02-WEST 405.00 FEET ALONG SAID NORTH LINE TO THE TRUE POINT OF BEGINNING. SHEET INDEX REVIEWED FOR CODE COMPLIANCE APPROVED SS AUG 08 201' City of Tukwila BUILDING DIVISION CVR-1 COVER SHEET D-1.0 •DEMOLITION PLAN D-2.0 TESC PLAN D-2.1 TESC NOTES AND DETAILS C-1.0 SITE IMPROVEMENT PLAN C-1.1 SITE NOTES AND DETAILS C-1.2 SITE DETAILS C-2.0 GRADING AND DRAINAGE PLAN C-2.1 GRADING AND DRAINAGE NOTES AND DETAILS C-3.0 UTILITY PLAN C-3.1 UTILITY DETAILS C-3.2 UTILITY DETAILS SHEET 1 OF 1 LIMITED TOPOGRAPHIC SURVEY GENERAL NOTES (NAVIX) SITE WORK FOR THIS PROJECT SHALL MEET OR EXCEED THE PROJECT SPECIFICATIONS, THE CITY OF LAKE STEVENS STANDARD SPECIFICATIONS, AND THE A.P.W.A. STANDARDS WHICH ARE HEREBY REFERENCED AS PART OF THESE PLANS. THE DESIGN SHOWN IS BASED UPON THE ENGINEER'S UNDERSTANDING OF THE EXISTING CONDITIONS. THE PLAN DOES NOT REPRESENT A DETAILED FIELD SURVEY. THE EXISTING CONDITIONS SHOWN ON THIS PLAN SHEET ARE BASED UPON LIMITED TOPOGRAPHY SURVEY FOR LAM'S MARKET PREPARED BY AXIS SURVEY & MAPPING, DATED DECEMBER 10, 2018. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING FIELD CONDITIONS PRIOR TO BIDDING THE PROPOSED SITEWORK IMPROVEMENTS. IF CONFLICTS ARE DISCOVERED, THE CONTRACTOR SHALL NOTIFY THE OWNER PRIOR TO INSTALLATION OF ANY PORTION OF THE SITEWORK WHICH WOULD BE AFFECTED. IF CONTRACTOR DOES NOT ACCEPT EXISTING SURVEY, INCLUDING TOPOGRAPHY AS SHOWN ON THE PLANS, WITHOUT EXCEPTION, HE SHALL HAVE MADE, AT HIS OWN EXPENSE, A TOPOGRAPHIC SURVEY BY A REGISTERED LAND SURVEYOR AND SUBMIT IT TO THE OWNER FOR REVIEW. CAUTION - NOTICE TO CONTRACTOR THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND, WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANY AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THESE PLANS. GENERAL NOTES (CITY OF TUKWILA) 1. LOCATIONS SHOWN FOR EXISTING UTILITIES ARE APPROXIMATE. 2. AT LEAST 48 HOURS BEFORE STARTING PROJECT SITE WORK, NOTIFY THE UTILITIES INSPECTOR AT 206-433-0179. 3. REQUEST A PUBLIC WORKS UTILITY INSPECTION AT LEAST 24 HOURS IN ADVANCE BY CALLING 206-433-0179. 4. THE CONTRACTOR ASSUMES SOLE RESPONSIBILITY FOR WORKER SAFETY, AND DAMAGE TO STRUCTURES AND IMPROVEMENTS RESULTING FROM CONSTRUCTION OPERATIONS. 5. THE CONTRACTOR SHALL HAVE THE PERMIT(S) AND CONDITIONS, THE APPROVED PLANS, AND A CURRENT COPY OF CITY OF TUKWILA DEVELOPMENT GUIDELINES AND DESIGN AND CONSTRUCTION STANDARDS AVAILABLE AT THE JOB SITE. 6. ALL WORK SHALL CONFORM TO THESE APPROVED DRAWINGS. ANY CHANGES FROM THE APPROVED PLANS REQUIRE PRE -APPROVAL FROM THE OWNER, THE ENGINEER, AND T ' =" CITY OF TUKWILA. eY 0:--1 uKVVi 7. ALL METHODS AND MATERIALS SHALL MEET CITY OF TUKWILA i _ 1 n DEVELOPMENT GUIDELINES AND DESIGN AND CONSTRUCTION STANDARDS, UNLESS OTHERWISE APPROVED BY THE PUBLIC WORKS DIRECTOR. PERMIT CENT';« 8. CONTRACTOR SHALL MAINTAIN A CURRENT SET OF RECORD DRAWINGS ON -SITE. 9. CONTRACTOR SHALL PROVIDE RECORD DRAWINGS PRIOR TO PROJECT FINAL APPROVAL. 10. PROVIDE TRAFFIC CONTROL AND STREET MAINTENANCE PLAN FOR PUBLIC WORKS APPROVAL BEFORE IMPLEMENTATION. DEVELOPMENT GUIDELINES AND DESIGN AND CONSTRUCTION STANDARDS B-2. 12. REPLACE OR RELOCATE ALL SIGNS DAMAGED OR REMOVED DUE TO CONSTRUCTION. 13. RETAIN, REPLACE OR RESTORE EXISTING VEGETATION IN RIGHTS -OF -WAY, EASEIuftFTi` AND Cf CTS0 3 REVISION NO 11235 s.e. 6th street suite 150 believe., we 98004 JACKSON I MAIN ARCHITECTURE 311 FIRST AVENUE SOUTH SEATTLE, WA 98104 t 206 324 4800 W W W.JACKSONMAIN.COM NAVIX SITE I CIVIL t 425.453.9501 1: 425.453.8208 www.navaeng.00m 0 0 0 w Q J 2 YZ � Q F- LU0 Z W l OQ (0 -o>I >co CO tiDco O DESCRIPTION BUILDING PERMIT SUBMITTAL BUILDING PERMIT RESUBMITTAL 1 POST PERMIT REVISIONS i < LLI h - - 6 Gov - i5 0 0 627/89/2o/9 PROJECT NO.: PROJECT MGR.: %RAWN BY: CHECKED BY: 50528006 JKG JKGIRJH JET COVER SHEET 1 _ CVR-1 BAN I MAIN ARCHITECTURE P. rn CD n Main\Lam Seafood\2Drowings\LSTU_ 0 c c ,c Mara .ti •••so,.,,., DEMOLITION NOTES (NAVIX) S MOM SO a MEMO w 0 moo so 0 0 0 0 1. DEMOLITION NOTES ARE FOR CLARIFICATION ONLY AND ARE SHOWN FOR THE CONTRACTOR'S BENEFIT. THESE NOTES ARE NOT INTENDED TO BE COMPREHENSIVE. THE CONTRACTOR SHALL REMOVE OR RELOCATE ALL EXISTING ON —SITE IMPROVEMENTS NECESSARY TO ACCOMMODATE THE PROPOSED CONSTRUCTION. 2. THE DESIGN SHOWN IS BASED UPON THE ENGINEER'S UNDERSTANDING OF THE EXISTING CONDITIONS. THE PLAN DOES NOT REPRESENT A DETAILED FIELD SURVEY. THE EXISTING CONDITIONS SHOWN ON THIS PLAN SHEET ARE BASED UPON THE LIMITED TOPOGRAPHY SURVEY FOR LAM'S MARKET PREPARED BY AXIS SURVEY & MAPPING, DATED DECEMBER 10, 2018. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING FIELD CONDITIONS PRIOR TO BIDDING THE PROPOSED SITEWORK IMPROVEMENTS. IF CONFLICTS ARE DISCOVERED, THE CONTRACTOR SHALL NOTIFY THE OWNER PRIOR TO INSTALLATION OF ANY PORTION OF THE SITEWORK WHICH WOULD BE AFFECTED. IF CONTRACTOR DOES NOT ACCEPT EXISTING SURVEY, INCLUDING TOPOGRAPHY AS SHOWN ON THE PLANS, WITHOUT EXCEPTION, HE SHALL HAVE MADE, AT HIS OWN EXPENSE, A TOPOGRAPHIC SURVEY BY A REGISTERED LAND SURVEYOR AND SUBMIT IT TO THE OWNER FOR REVIEW. 3. CONTRACTOR IS TO REMOVE ALL EXISTING SURFACE IMPROVEMENTS AND DEBRIS WITHIN THE LIMITS OF WORK UNLESS OTHERWISE NOTED. ALL DEBRIS FOUND ON SITE SHALL BE DISPOSED OF IN ACCORDANCE WITH APPLICABLE STATE CODES. 4. CONTRACTOR TO PROTECT EXISTING FEATURES WHICH ARE TO REMAIN. 5. ABANDONED PIPES LOCATED OUTSIDE PROPOSED BUILDING PAD LIMITS WITH AN EXCESS OF 3' COVER MAY BE DECOMMISSIONED AND ABANDONED IN PLACE, PROVIDED THAT THESE ABANDONED UTILITIES ARE GROUTED AND CAPPED. EXISTING SUBSURFACE IMPROVEMENTS AND DEBRIS WITHIN THE PROPOSED BUILDING PAD AREA, INCLUDING 10' BEYOND FOUNDATIONS, SHALL BE REMOVED. 6. CONTRACTOR SHALL NOTIFY THE KING COUNTY METRO CONSTRUCTION INFORMATION CENTER (CIC) AT LEAST TWO WEEKS PRIOR TO CONSTRUCTION. CONTRACTOR SHALL COORDINATE WITH CIC AS NEEDED DURING CONSTRUCTION. CIC PHONE: 206.684.2732, EMAIL: CONSTRUCTION.000RDCMETROKC.GOV. 7. CONTRACTOR TO CONFIRM EXISTING TRAIN TRACK REMOVAL AS REQUIRED. 8. THE DUFF LAYER AND NATIVE TOPSOIL SHALL BE RETAINED IN AN UNDISTURBED STATE TO THE MAXIMUM EXTENT PRACTICABLE. ANY DUFF LAYER OR TOPSOIL REMOVED DURING GRADING SHALL BE STOCKPILED ON —SITE IN A DESIGNATED, CONTROLLED AREA NOT ADJACENT TO PUBLIC RESOURCES AND CRITICAL AREAS. THE MATERIAL SHALL BE REAPPLIED TO OTHER PORTIONS OF THE SITE WHERE FEASIBLE, PER THE 2010 TUKWILA INFRASTRUCTURE DESIGN AND CONSTRUCTION STANDARDS, SECTION 5.6.6.1. 0 0 0 0 KEY NOTES: SW 0 0 r 0 0 l so so • f. 0 0 0 0 CIS SI 0 0 0 0 (.1 MINKLER BLVD. f,E SM1. REC.__.i I'.•�i. 60508 74 O REMOVE EXISTING CONCRETE PAVEMENT, ASPHALT PAVEMENT AND/OR CONCRETE SIDEWALK (TYP). O REMOVE EXISTING CONCRETE CURB (TYP). O REMOVE EXISTING TREES, SHRUBS, LANDSCAPING AND ROCK (TYP). O O REMOVE EXISTING SANITARY SEWER, WATER, STORM DRAINAGE AND IRRIGATION STRUCTURES AND PIPING. PLUG AND CAP AS NECESSARY PER LOCAL CODE. INSTALL PROPOSED UTILITIES PER SHEETS C-2.0, C-3.0 AND C-4.0 PRIOR TO REMOVAL OF EXISTING. CONTRACTOR SHALL COORDINATE WITH THE CITY OF TUKWILA PUBLIC WORKS INSPECTOR PRIOR TO REMOVING ANY STRUCTURES OR PIPING. REMOVE EXISTING ADA RAMP. REMOVE TOP 6—INCHES OF EXISTING TRUCK DOCK WALL. CONTRACTOR TO CONFIRM EXISTING TRAIN TRACK REMOVAL AS REQUIRED. PRESERVE AND PROTECT EXISTING SANITARY SEWER, WATER, AND STORM DRAINAGE STRUCTURES AND PIPING TO REMAIN. ADJUST STRUCTURES TO GRADE AS NECESSARY. CONTRACTOR SHALL REFER TO SHEETS C-2.0, C-3.0, AND C-4.0 FOR PROPOSED UTILITIES. PRESERVE AND PROTECT EXISTING POWER, TELECOM, AND NATURAL GAS SERVICE. ADJUST STRUCTURES TO GRADE AS NECESSARY. CONTRACTOR TO REROUTE SERVICES AS NECESSARY. PRESERVE PRESERVE AND PROTECT EXISTING TREES TO REMAIN. AND PROTECT EXISTING LIGHT POLE TO REMAIN. CAP AND FILL EXISTING STRUCTURES PER PRIOR TO BACKFILLING TRUCK DOCK. —_ CITY REQUIREMENTS f� `I 3i R/Ue , LEGEND /Ji11lr!!NlUilUII)UHUlii r� 0 10 20 40 SCALE: 1 inch = 20 ft. PROPERTY LINE SAWCUT LINE EXISTING CONCRETE CURB/CURB AND GUTTER TO BE REMOVED EXISTING CONCRETE PAVEMENT, ASPHALT PAVEMENT AND/OR CONCRETE SIDEWALK TO BE REMOVED REVIEWED FOR CODE COMPLIANCE APPROVED 1 AUG 08 2019 City of Tukwila BUILDING DIVISION cun CITY OF TLiK',r;L;. JUL 1 0 2019 PERMIT CENTER 11235 s.e. 6th street suite 150 bellevue. we 90004 JACKSON I MAIN ARCHITECTURE 311 FIRST AVENUE SOUTH SEATTLE, WA 98104 t 206.324.4800 WWW.JACKSONMAIN.COM NAVIX SITE I CIVIL 1:425.453.9501 t 425453.0208 vnnv.nertangxem YZ 0 0 CC w0 Z OU— wU) W F- 0 !E .."4.oYo 0O00 -J2rF- 0Z U BUILDING PERMIT SUBMITTAL BUILDING PERMIT RESUBMITTAL POST PERMIT REVISIONS I z motor Waaa 0 PROJECT NO.: PROJECT MGR.: DRAWN BY: CHECKED BY: 07/09/20I9 50528006 JKG JKG/RJH JET DEMOLITION PLAN D-1.0 JACKSON I MAIN ARCHITECTURE P.S. 02016 E to 0 L.i 0 C/1 us 0 c c 0 0 w 0 1- 0 .E __ __ TEMPORARY INLET PROTECTION (TYP) _ _ ONE SEQUENCE OF CONSTRUCTION -TREE PROTECTION, r Itrre LIMITS OF DISTURBANCE, (TYP) REC:. NO. r STRAW WATTLES, TYP. 1. HOLD A PRE -CONSTRUCTION MEETING WITH CITY AND OBTAIN REMAINING REQUIRED PERMITS FOR ALL WORK WITHIN PUBLIC RIGHT OF WAY AND ON -SITE. 2. ALL NECESSARY CONSTRUCTION SIGNAGE MUST BE IN PLACE PRIOR TO START OF CONSTRUCTION. 3. ESTABLISH CONSTRUCTION PHASING PLAN WHICH DEPICTS MEASURES TO ENSURE DRIVE AISLE ACCESS AT ALL TIMES, AS FEASIBLE. 4. ESTABLISH LIMITS OF DISTURBANCE AND INSTALL CONSTRUCTION FENCE AROUND PROJECT AREA. 5. INSTALL TREE PROTECTION MEASURES. 6. INSTALL STRAW WATTLES AS SHOWN ON THE PLANS. 7. INSTALL INLET PROTECTION ON ALL EXISTING STORM DRAINAGE STRUCTURES TO REMAIN. 8. SAWCUT AND REMOVE ASPHALT TO INSTALL UTILITIES, REMOVE ALL EXISTING FEATURES PER DEMOLITION PLAN. CLEAR, GRUB, AND STRIP THE SITE AS NECESSARY. 9. TEMPORARILY STABILIZE DENUDED AREAS. 10. INSTALL UTILITIES. 11. COMPLETE ROUGH GRADING ACTIVITIES. 12. FINISH PAVING THE SITE. 13. INCORPORATE SPECIFIED SOIL AMENDMENT MEASURES. 14. REMOVE ALL TEMPORARY SEDIMENT AND EROSION CONTROL AFTER INSPECTOR HAS DETERMINED THE SITE IS COMPLETELY STABILIZED, WITH PERMANENT STABILIZATION AND/OR LANDSCAPING. ♦ore- 10v.V' • OrNI �r i_a_� .l - ( 0 CONTRACTOR SHALL MAINTAIN THROUGH ACCESS DURING CONSTRUCTION. CONTRACTOR TO PREPARE CONSTRUCTION PHASING PLAN PRIOR TO CONSTRUCTION ACTIVITIES k jl J __ r---- LHJ 0 -Os 411P/i AIL Al • MAINTENANCE TEMPORARY CHAINLINK - FENCE et k 4 1 4 / 4 4 4 4 4 4 1 1 1 4 1 1 4 4 4 4 1 4 1 1 4 __A 1 C. r ris I I 1 TEMPORARY CH4INLII3JK F!ENC= 1 aTRAN WATTLES, TYP. � IMITS OF l)7�STU r�RBANCE (TYR) I 1, 31 li __ __ LIMITS OF DISTURBANCE, (TYP) IONS SI 0 _ _ -. _ _ TEMPOR'ARYf,INL T PROTECTION: tTt ) MINKLER BLVD. RCAD CS4 r. Ei•_� ..J NO. 6050874 LIMITS OF DISTURBANCE (TYP) STRAW WATTLES, TYP. ALL MEASURES STATED ON THIS EROSION AND SEDIMENT CONTROL PLAN, SHALL BE MAINTAINED IN FULLY FUNCTIONAL CONDITION UNTIL NO LONGER REQUIRED FOR A COMPLETED PHASE OF WORK OR FINAL STABILIZATION OF THE SITE. ALL EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE CHECKED BY A QUALIFIED PERSON IN ACCORDANCE WITH THE CONTRACT DOCUMENTS OR THE APPLICABLE PERMIT, WHICHEVER IS MORE STRINGENT, AND REPAIRED IN ACCORDANCE WITH THE FOLLOWING: 1. INLET PROTECTION DEVICES AND BARRIERS SHALL BE REPAIRED OR REPLACED IF THEY SHOW SIGNS OF UNDERMINING, OR DETERIORATION. 2. ALL SEEDED AREAS SHALL BE CHECKED REGULARLY TO SEE THAT A GOOD STAND IS MAINTAINED. AREAS SHOULD BE FERTILIZED, WATERED, AND RESEEDED AS NEEDED. 3. EROSION EELS OR STRAW WATTLES SHALL BE REPAIRED TO THEIR ORIGINAL CONDITIONS IF DAMAGED. SEDIMENT SHALL BE REMOVED FROM BOTH WHEN IT REACHES ONE-THIRD THE HEIGHT OF THE EEL OR WATTLE. 4. CATCH BASIN INLETS SHALL BE CLEANED OR REPLACED PER THE MANUFACTURER'S RECOMMENDED SCHEDULE. 5. SINCE THE SITE IS COMPLETELY PAVED, A CONSTRUCTION EXIT IS NOT NECESSARY. THE CONTRACTOR IS TO ENSURE THAT THERE IS NO TRACKING OR FLOW OF MUD OR DIRT ON TO PUBLIC RIGHTS -OF -WAY FROM THE SITE. IF TRACKOUT BECOMES AN ISSUE, MEASURES SUCH AS A WHEEL WASH, SHAKER PLATES, RUMBLE STRIP, OR OTHER APPROVED MEASURES MAY BE NECESSARY. TRACKING OR FLOW OF MUD ONTO PUBLIC RIGHTS -OF -WAY. 6. THE CONTRACTOR STAGING AREA SHALL BE KEPT IN GOOD CONDITION (SUITABLE FOR PARKING AND STORAGE). SEEDING/STABILIZATION NOTE: L TEMPORARY SEEDING MAY BE USED THROUGHOUT THE PROJECT ON DISTURBED AREAS THAT HAVE REACHED FINAL GRADE OR THAT WILL REMAIN UNWORKED FOR MORE THAN 30 DAYS. PERMANENT LANDSCAPING - ALL AREAS AT FINAL GRADE WITHIN THE AREAS SHOWN ON THE LANDSCAPE PLANS, MUST BE PERMANENTLY STABILIZED PER THE LANDSCAPE PLANS. PUBLIC WORKS GENERAL NOTES: _ _ 1. APPLICANT OR CONTRACTOR SHALL SIGN WITH NOTARY HOLD HARMLESS AGREEMENT FOR WORK INSIDE THE CITY RIGHT OF WAY. 2. DUE TO PRESENCE OF SENSITIVE AREAS ON SITE THE OWNER SHALL EXECUTE WITH NOTARY SENSITIVE AREA HOLD HARMLESS AGREEMENT. THIS DOCUMENT WILL BE PREPARED BY PUBUC WORKS AT A LATER DATE AND FORWARDED TO APPLICANT FOR EXECUTION. IT WILL BE RECORDED BY THE CITY AT APPLICANT'S EXPENSE. _ _ 0 10 20 40 SCALE: 1 inch = 20 ft. LEGEND LIMITS OF DISTURBANCE -tivv i nni n- STRAW WATTLES X CHAINLINK CONSTRUCTION FENCE TEMPORARY INLET PROTECTION TREE PROTECTION REVIEWED FOR CODE COMPLIANCE APPROVED AUG 08 2019 City of Tukwila BUILDING DIVISION iary ,l3 .:.ttkwil'1 i0 IC': {N...Nt `HIV M nr. _.E?vr•. , crrY OF Tt..;K`w:L,:, JUL 1 0 2it9 PERiMIT CENTER 11235 s.e. 6th street suite 150 believes,. we 98004 JACKSON I MAIN ARCHITECTURE 311 FIRST AVENUE SOUTH SEATTLE, WA 98104 t 206.324.4800 WWW.JACKSONMAIN.COM NAVIX SITE 1 CIVIL t: 425.463.9601 t: 425.453.8208 www.navaeng.mm 0 0 co J2 YZ Ce W O 1— Z W l D oo co o W co co D r1—a) DESCRIPTION BUILDING PERMIT SUBMrTTAL BUILDING PERMIT RESUBMITTAL POST PERMIT REVISIONS ci CO 03/22/19 CA 0 PROJECT NO.: PROJECT MGR.: DRAWN BY: CHECKED BY: 50528006 JKG JKG(RJH JET TESC PLAN D-2.0 -ACKSON I MAIN ARCHITECTURE P.& 02018 E rn Seafood\2Drawings\LSTU_110S.d 0 0 KEY NOTES: 0 0 ASPHALT PAVEMENT CONCRETE PAVEMENT, CONCRETE SCORING PATTERN AND COLOR TO BE DETERMINED BY ARCHITECT/DEVELOPER CONCRETE SIDEWALK, CONCRETE SCORING PATTERN AND COLOR TO BE DETERMINED BY ARCHITECT/DEVELOPER CONCRETE CURB AND GUTTER VERTICAL CURB BOLLARD (TYP.) I` ©SAWCUT EXISTING PAVEMENT, MATCH, AND JOIN WITH AR-4000 OR APPROVED EQUAL. 8 O 0 FIRE LANE STRIPING (SEE NOTE 1 THIS SHEET) TRAFFIC ARROWS (TYP.) 4" WIDE, SOLID WHITE PAINTED STRIPE (TYP.) 0 © aft i MIS MUD 1 4" WIDE WHITE STRIPING AT 45-DEGREES AT 18" 0.C. (TYP.) ACCESSIBLE PARKING SPACE, SIGN, SYMBOL OGENERATOR PAD AND GENERATOR DESIGN TO BE PROVIDED BY THE STRUCTURAL ENGINEER. OTYPE A PERPENDICULAR ADA RAMP F-40.15-03 03 F-4 015 02 WITH DETECTABLE WARNING SURFACE tS7 fiEi7 0 O STOP BAR AND STOP SIGN TIE INTO EXISTING VERTICAL CURB (TYP.) © TIE INTO EXISTING CONCRETE SIDEWALK (TYP.). CONTRACTOR TO ENSURE PROPER DRAINAGE AND ADA COMPLIANCE. O TIE INTO EXISTING CURB AND GUTTER (TYP.) COOLER. (SEE ARCHITECTURAL PLANS) OPROPOSED CLOCK TOWER ENTRY (SEE ARCHITECTURAL PLANS) © O 0 0 i PATIO AREA (SEE ARCHITECTURAL PLANS) ROLL -UP DOORS (TYP.) (SEE ARCHITECTURAL PLANS) CANOPY (TYP.) (SEE ARCHITECTURAL PLANS) CANOPY COLUMNS (TYP.) (SEE ARCHITECTURAL PLANS) CART CORRAL (SEE ARCHITECTURAL PLANS) STRUCTURAL CONCRETE PAD DESIGN AND BACKFILL RECOMMENDATION TO BE PROVIDED BY THE STRUCTURAL ENGINEER. ASPHALT RAMP FOR COOLER DELIVERIES. SEE GRADING PLAN FOR ADDITIONAL INFORMATION. EXISTING TRASH ENCLOSURE TO REMAIN. REMOVE EXISTING CONCRETE PAD AND CONSTRUCT NEW CONCRETE COMPACTOR PAD. COMPACTOR PAD STRUCTURAL DESIGN BY OTHERS. Nab WNW __ MINKLER BLVD. t 30' ROAD & / O)UTi TY ,1vi.. II,.I, I LSMT. REC. P-05,0874 NOTES: a ...__.--}---.._. SO- 1. FIRE LANE STRIPING PER CITY OF TUKWILA FIRE DEPARTMENT STANDARDS, FIRE LANE STRIPING TO BE DOUBLE COATED PAINTED YELLOW ON TOP AND SIDE OF CURB, EXTENDING THE LENGTH OF THE DESIGNATED FIRE LANE. PAVEMENT NEXT TO THE CURB TO BE MARKED WITH MINIMUM 18" IN HEIGHT BLOCK LETTERING WITH MINIMUM 3" BRUSH STROKE LETTERING READING "NO PARKING - FIRE LANE" AT 50 FEET ON CENTER. 2. SEE DETAIL 7 ON SHEET C-1.1 FOR FIRE TRUCK TURNING MOVEMENTS. __ SRN _ (11\ f� ii•A4 1 0 10 20 40 SCALE: 1 inch =20 ft. LEGEND • PROPERTY LINE SAWCUT LINE FIRE LANE STRIPING PROPOSED CURB PROPOSED CURB AND GUTTER PROPOSED BUILDING PROPOSED ASPHALT PAVEMENT PROPOSED CONCRETE SIDEWALK PROPOSED CONCRETE PAVEMENT PROPOSED LANDSCAPE AREA REVIEWED FOR CODE COMPLIANCE APPROVED AUG 08 2019 City of Tukwila BUILDING DIVISION ECEI>.'ED CITY OF TUK,Av'ILA H II_ 1 0 2019 PER f1iT CENTER 11235 s.e. 6th street suite 150 bellevue, we 98004 JACKSON I MAIN ARCHITECTURE 311 FIRST AVENUE SOUTH SEATTLE, WA 98104 t 206.324.4800 W W W.JACKSON MAIN.COM NAVIX SITE I CIVIL 1,425,453.9501 f: 425.453.8208 w tW.nevixeng.can 0 0 LJ— 'W v ) W CC J 2 Z O W 0 Z W I /g o Y c0 01 -,CO r H O) DESCRIPTION BUILDING PERMIT SUBMITTAL BUILDING PERMIT RESUBMITTAL POST PERMIT REVISIONS z m a1a 0 07/09/2019 PROJECT NO.: PROJECT MGR.: DRAWN BY: CHECKED BY: 50528006 JKG JKG/RJH JET SITE IMPROVEMENT PLAN C-1.0 JACKSCN l MAIN ARCHITECTL RE P S. C 2018 E Cr) 0 N 0 rn N c 0 0 0 N 0 0 0 cv ti cc 0 c ington\Tukwila\J _ _ • • - - _ _ OEMS 25.16 BC 14':(MMX ). _____'- 26.09 TC 25.59 BC r7 25.57 (M.E.) STORM DRAINAGE NOTES (NAVIX) n 25.91 TP" 26.10 D - _ 25.58 TP 25.74 TC 25.24 8C 25.25 (M. E.) 25.75 TC (M.E.) 25.25 BC (M.E.) 25.69 TP 26.02 (M.E.) -US - 26 25.92 TP 26.10 25.91 TP 26.20 (M.E.) 26.20 (M.E.) 25.75 TP - - 26 IIIMM 25.24 TC/BC 25.21 ^1'0/BC 25.57'1P- 25.74 TC 25.24 BC 25_53 TP ' %'26.10 25.49 TP 26.00 1P 25.61 TC 25.11 BC 25.79 TC 25.29 BC 26.00 TP 25.54 (M.E.) 26.18 TC 25.68 BC 25.99 TP 26.33 TC 25.83 BC 26.38 TC 25.88 BC 25.95 TP 26.10 26.10 TC 26.03 BC 26.10 TC 26.08 BC TOP OF PAD ELEV = 25.77 COOLER PAD ELEV = 26.10 TOP eF PAD ELEV = 25.77 FINISH FLOOR ELEV = 26.10 26.09 (M.E.) 26.06j (M.E.) �nL p ( TOP OF PAVEMENT ELEtir 25.(77 TOP OF PAD ELEV.t 25 (j 25.77 (64.E.) ( 1 TOP OF PAD ELEV _. 25.77 TOP OF PAVEMENT ELEV = 24.83 \--0,.._i 24.78 (M.E.) 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE MOST CURRENT APPLICABLE LOCAL, STATE, AND FEDERAL STANDARDS. 2. EXISTING DRAINAGE STRUCTURES TO BE INSPECTED AND REPAIRED AS NEEDED, AND EXISTING PIPES TO BE CLEANED OUT TO REMOVE ALL SILT AND DEBRIS. 3. IF ANY EXISTING STRUCTURES TO REMAIN ARE DAMAGED DURING CONSTRUCTION IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO REPAIR AND/OR REPLACE THE EXISTING STRUCTURE AS NECESSARY TO RETURN IT TO EXISTING CONDITIONS OR BETTER. 4. STORM DRAINAGE PIPE WITH LESS THAN 2'-0" COVER SHALL BE CLASS IV REINFORCED CONCRETE PIPE, OR APPROVED EQUAL, TO SUSTAIN H-20 LOADING. 5. ALL ONSITE STORM DRAINAGE PIPE SHALL BE SMOOTH -WALLED INTERIOR, MANUFACTURER'S VERIFICATION OF MANNING'S ROUGHNESS COEFFICIENT N=0.012 OR LESS. 6. STORM DRAINAGE PIPE SLOPES SHALL BE NOT BE LESS THAN 0.5%. 7. PRECAST STRUCTURES MAY BE USED AT CONTRACTOR'S OP110N. 8. ALL CATCH BASINS AND AREA DRAINS ARE TO BE SITUATED SUCH THAT THE OUTSIDE EDGE OF GRATE FRAME IS AT TOE OF CURB OR FLOW LINE OF GUTTER (WHERE APPLICABLE). 9. CATCH BASIN INLET PROTECTION / EROSION CONTROL TO BE USED FOR ALL NEW INLETS. 10. ALL STORM PIPE ENTERING STRUCTURES SHALL BE GROUTED TO ASSURE CONNECTION AT STRUCTURE IS WATERTIGHT. 11. ALL STORM SEWER MANHOLES IN PAVED AREAS SHALL BE FLUSH WITH PAVEMENT, AND SHALL HAVE TRAFFIC BEARING RING AND COVERS. MANHOLES IN UNPAVED AREAS SHALL BE 6" ABOVE FINISH GRADE. UDS SHALL BE LABELED "STORM" OR "DRAIN". 12. ALL STORM STRUCTURES SHALL HAVE A SMOOTH UNIFORM POURED MORTAR INVERT FROM INVERT IN TO INVERT OUT, UNLESS OTHERWISE SHOWN IN THE CATCH BASIN DETAIL. 13. CONTRACTOR SHALL CONNECT ROOF DRAIN LEADERS TO PROPOSED STORM DRAINS AS SHOWN. 14. RIM FOR CURB INLETS REFERS TO THE ACCESS LID. SEE CIVIL FINISHED GRADING PLANS FOR CURB INLET ELEVATIONS AT THE GUTTER LINE. - _ _ - - - 25 TC/BC 2 7TC 25.17 BC 25.20 TC/BC 25.6771PT 25.77 TPA 25.98 TC 25.48 BC' 25.35; TP 26.37 TC 25.87 BG.t, I ' 26.70 TC ? 26.20 BC I 74 (M.E.)� a 26.21 T __ 25.51 TC 25.01 BC 25.43 TC f25.53 TP �25.55-TP 25.44 TP 35rnr- - - \-26.60 TC _ 26.10 BC__ 26.30 TC 25.80 BC 25.89 TC 25.39 BC 26.27 TC 25.77 BC 25.95 (M.E.) 6.49 26.25 TP 26.26 JP 26.88 (M.E.)- 25.7f3 (M.E.) _.. . 25.2.2 TP __ ..'.' 25.66 (‘I.E.) .....TOP OP PAD ELEV >, 2W77+ TOP -Or PAVEMENT ELF 25.10 25.04: (M.E.).___....__r'13 5.99 BC 27.15 TC 26.65 BC 26.54 (M.E.) 26.60 (M.E.) STORM DRAINAGE NOTES (CITY OF TUKWILA) 1. ALL METHODS AND MATERIALS SHALL MEET CITY OF TUKWILA DEVELOPMENT GUIDELINES AND DESIGN AND CONSTRUCTION STANDARDS, AND THE ADOPTED KING COUNTY SURFACE WATER DESIGN MANUAL, UNLESS OTHERWISE APPROVED. 2. MARK ALL STORM DRAIN INLETS WITH 'DUMP NO WASTE" AND EITHER "DRAINS TO STREAMS", "DRAINS TO WETLANDS", OR "DRAINS TO GROUNDWATER", AS APPLICABLE. 3. DRIVEWAY CULVERTS SHALL BE OF SUFFICIENT LENGTH TO PROVIDE A MINIMUM 3:1 SLOPE FROM THE EDGE OF THE DRIVEWAY TO THE BOTTOM OF THE DITCH. CULVERTS SHALL HAVE BEVELED END SECTIONS THAT MATCH THE SIDE SLOPE. MEN - - MINKLER BLVD. ROAD 3c: Li 1 EDT REC.-- NO. 6050874 EARTHWORKS (NAVIX) - _ _ zz it 1 _ - 1. CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR MAKING ALL EXCAVATIONS IN A SAFE MANNER. PROVIDE APPROPRIATE MEASURES TO RETAIN EXCAVATION SIDESLOPES AND PREVENT ROCK FALLS, TO ENSURE THAT PERSONS WORKING IN OR NEAR THE EXCAVATION ARE PROTECTED. 2. NAVIX HAS NOT DESIGNED OR REVIEWED, IS NOT RESPONSIBLE FOR, AND DOES NOT CERTIFY ANY ASPECT OF ANY EXCAVATION SHORING SYSTEMS AND/OR SAFETY SYSTEMS FOR ANY EXCAVATION WHICH MAY BE DESCRIBED, SHOWN, OR DEPICTED, DIRECTLY OR INDIRECTLY, ON THESE DRAWINGS. 3. ELEVATION SLOPES SHOWN AT TOP OF OPEN CUT LOCATIONS ARE APPROXIMATE. 4. SEE STRUCTURAL DRAWINGS FOR LOCATION AND ELEVATION OF FOOTINGS AND LIMITS OF SLABS. 5. REPLACED TOPSOIL SHALL HAVE AN ORGANIC MATTER CONTENT OF BETWEEN EIGHT AND THIRTEEN PERVENT DRY WEIGHT AND PH SUITABLE FOR THE PROPOSED LANDSCAPE PLANTS, PER 2010 TUKWILA INFRASTRUCTURE DESIGN AND CONSTRUCTION STANDARDS, SECTION 5.6.B.1. 6. APPROX. EARTHWORK VOLUMES: CUT = 25 CY FILL = 185 CY NET = 160 CY (FILL) (THESE VOLUMES ARE BASED ON AN APPROXIMATE ANALYSIS BETWEEN EXISTING AND FINISH GROUND. CONTRACTOR SHALL NOT RELY ON THIS INFORMATION AND BE RESPONSIBLE FOR CALCULATING THEIR OWN VOLUMES BASED ON THE CITY APPROVED DRAWINGS). LEGEND X.XX r� 0 10 20 40 SCALE: 1 inch = 20 ft. MINOR CONTOUR MAJOR CONTOUR SPOT ELEVATION SLOPE ARROWS STORM DRAIN PIPE - RDL - ROOF DRAIN LINE a AREA DRAIN • CLEANOUT $POT ELEVATION ABBREVIATIONS: TC: TOP OF FACE OF CURB BC: TOP OF PAVEMENT AT FACE OF CURB TP: TOP OF PAVEMENT ME: MATCH EXISTING STORM STRUCTURE SCHEDULE # DESCRIPTION O CLEANOUT RIM = 25.88 6" IE = 23.38 (NW) ORIM CLEANOUT = 25.73 6" IE = 23.22 (NE) 6" IE = 23.22 (SE) ONEW 6" X 8" WYE CONNECTION EX. 8" IE = 22.11 (E,W) 6" IE = 22.28 (S) CONTRACTOR TO FIELD VERIFY SD LOCATION/ELEVATION AND NOTIFY ENGINEER IMMEDIATELY OF ANY DISCREPANCIES. 04 AREA DRAIN RIM = 25.48 6" IE = 22.98 (S) ONEW 6" X 8" WYE CONNECTION EX. 8" IE = 22.70 (E,W) 6" IE = 22.87 (N) CONTRACTOR TO FIELD VERIFY SD LOCATION/ELEVATION AND NOTIFY ENGINEER IMMEDIATELY OF ANY DISCREPANCIES. O6 CHAIN DOWNSPOUTS TO CONVEY CANOPY DRAINAGE INTO LANDSCAPE. REFER TO ARCHITECTURAL PLANS FOR DETAILS. 07 SPLASH BLOCKS TO BE USED AT DOWNSPOUT LOCATIONS IN PLANTER PER DETAIL 3, SHEET C-2.1 STORM PIPE SCHEDULE PIPE # DIAMETER LENGTH (FT) SLOPE 1 6" D.I. 16 1.0% 2 6" D.I. 6 15.7% 3 6" D.I. 3 22.3% REVIEWED FOR CODE COMPLIANCE APPROVED AUG 08 2019 City of Tukwila BUILDING DIVISION I 1I la, lli3 h RECEIVED CITY OF TUKWILA JUL 1 0 2013 PERMIT T CENTER t 425.453.0501 F. 425.453.8208 WWw.navixeng.com YZ W O 0 Z W a D o o Y ao co r r I- 0) LA JACKSON 1 MAIN ARCHITECTURE 311 FIRST AVENUE SOUTH SEATTLE, WA 98104 t 206.324.4800 W W W.JACKSONMAIN.COM NAVIX SITE I CIVIL 11235 s.e. 6th slreel suite 150 oellevue, wa 98004 2 0 rn 2 0 0. d z 6 PROJECT NO.: PROJECT MGR.: DRAWN BY: CHECKED BY: 47/49/24(9 50528006 JKG JKG/RJH JET GRADING AND DRAINAGE PLAN C-2.0 JACKSON I MAIN ARCHITECTURE P.B. d 2018 0 0+ v d\2Drowings\LSTU _130 w 4, E 0 0 EXISTING FIRE HYDRANT 11•1•111/1m CM GM MINN- I rt • • MIS GENERAL UTILITY NOTES (NAvix) SI MEM 2„ POLY..DQMESTIC--- TER SERVICE NEW 2" DOMESTIC WATER METER 6WLKINS MODEL:975XL_RPPA (;QR _APPROVEp YEQUAL. SAFE-T-COVER MODEL 200S-AL HOTBOX (OR APPROVED"EQUAL)- ANCHORED TO A 21" X 50" 4-INCH THICK CONCRETE PAD ADJUST EXISTING SSCO TO GRADE Illinswasw Nei IRRIGATION SERVICE. SEE IRRIGATION PLANS BY OTHERS FOR ADDITIONAL INFORMATION. 14 LF 2" POLY DOMESTIC WATER SERVICE 2" DOMESTIC WATER SERVICE ENTRY. SEE MEP PLANS FOR CONTINUATION EXISTING FIRE HYDRANT ASSEMBLY TO BE REMOVED AND RELOCATED. INSTALL REL CATED FIRE HYDRANT PER CITY OF TUKWIL STANDARD DETAIL WS-13. PROPOSED PAD FOR GENERATOR (GENERATOR BY MEP) PROPOSED POWER FOR GENERATOR (BY MEP) 10. ELiE'"'l"; %I zuuti.) ADJU T EXISTING SSCd TO GRADE 3 LF 2" POLY DOMESTIC WATER SERVICE CONTRACTOR TO VERIFY WATER LINE LOCATION PRIOR TO CONSTRUCTION AND NOTIFY ENGINEER OF ANY DISCREPANCIES. CONTRACTOR TO CONFIRM LOCATION OF EXISTING SIDE SEWER PRIOR TO CONSTRUCTION AND NOTIFY ENGINEER OF ANY DISCREPANCIES. S VIM a e- 9s:T'1-2"X6=.TEE 1 - 6" GATE VALVE (MJ) THRUST BLOCKING I reir OP ,,1_-�,► ,;ADJUST EXISTING POWER AND TELECOM VAULT LID TO GRADE -AND REPLACE WITH' TRAFFIC RATED LID. CONTRACTOR TO COORDINATE WITH UTILITY (SURVEYOR OR TO CONSTRUCTION.- _ ..... 22 LF r SDR 35 PVC" 0 2.0% 'FUNNEL DRAIN FOR PROPOSED COMPACTOR. CONNE.TO PROPOSED ---4-"$RASEfkASTE LINE v WITH 4,xC I CONNECTION; & AREA DRAIN PER DEt+AJL - T, -SHEET C-3.2. RIM = 25.04 IE = 22;414 (E) 1. ALL ALL IMPROVEMENTS SHALL MEET LOCAL, STATE DOT AND THE AMERICAN PUBLIC WORKS ASSOCIATION (A.P.W.A.) STANDARD SPECIFICATIONS. 2. THE DESIGN SHOWN IS BASED UPON THE ENGINEER'S UNDERSTANDING OF THE EXISTING CONDITIONS. THIS PLAN DOES NOT REPRESENT A DETAILED FIELD SURVEY. THE EXISTING CONDITIONS SHOWN ON THIS PLAN SHEET ARE BASED UPON THE LIMITED TOPOGRAPHY SURVEY FOR LAM'S MARKET PREPARED BY AXIS SURVEY & MAPPING, DATED DECEMBER 10, 2018. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING FIELD CONDITIONS PRIOR TO BIDDING THE PROPOSED SITEWORK IMPROVEMENTS. IF CONFLICTS ARE DISCOVERED, THE CONTRACTOR SHALL NOTIFY THE OWNER PRIOR TO INSTALLATION OF ANY PORTION OF THE SITEWORK WHICH WOULD BE AFFECTED. IF CONTRACTOR DOES NOT ACCEPT EXISTING SURVEY, INCLUDING TOPOGRAPHY AS SHOWN ON THE PLANS, WITHOUT EXCEPTION, HE SHALL HAVE MADE, AT HIS OWN EXPENSE, A TOPOGRAPHIC SURVEY BY A REGISTERED LAND SURVEYOR AND SUBMIT IT TO THE OWNER FOR REVIEW. 3. CAUTION - NOTICE TO CONTRACTOR THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITIES, AND WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANY AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES AND EXISTING IMPROVEMENTS WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS ON THE PLANS. 4. CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATION AND DIMENSIONS OF SLOPED PAVING, EXIT PORCHES, SIDEWALKS, RAMPS AND TRUCK DOCKS, PRECISE BUILDING DIMENSIONS AND EXACT BUILDING UTILITY ENTRANCE LOCATIONS. 5. ALL FILL MATERIAL SHALL BE IN PLACE, AND COMPACTED BEFORE INSTALLATION OF PROPOSED UTILITIES. 6. CONTRACTOR SHALL NOTIFY THE UTIUTY AUTHORITIES INSPECTORS 72 HOURS BEFORE CONNECTING TO ANY EXISTING LINE. 7. MINIMUM WATER AND SANITARY SEWER TRENCH WIDTH SHALL BE 2 FEET. 8. ALL UTILITIES SHOULD BE KEPT TEN (10') APART (PARALLEL) OR WHEN CROSSING 18" VERTICAL CLEARANCE (OUTSIDE EDGE OF PIPE TO OUTSIDE EDGE OF PIPE). 9. IN THE EVENT OF A VERTICAL CONFLICT BETWEEN WATERLINES. SANITARY LINES, STORM LINES AND GAS LINE (EXISTING AND PROPOSED), THE SANITARY LINE SHALL BE DUCTILE IRON PIPE WITH MECHANICAL JOINTS AT LEAST 10 FEET ON BOTH SIDES OF CROSSING, THE WATERLINE SHALL BE MECHANICAL JOINTS WITH APPROPRIATE THRUST BLOCKING AS REQUIRED TO PROVIDE A MINIMUM OF 18" CLEARANCE, MEETING REQUIREMENTS OF ANSI A21.10 AND ANSI 21.11 (AWWA C-151) (CLASS 52). 10. LINES UNDERGROUND SHALL BE INSTALLED, INSPECTED AND APPROVED BEFORE BACKFILLING. 11. CONTRACTOR IS RESPONSIBLE FOR COMPLYING WITH THE SPECIFICATIONS OF THE LOCAL AUTHORITIES WITH REGARD TO MATERIALS AND INSTALLATION OF THE WATER AND SEWER LINES. 12. ALL NECESSARY INSPECTIONS AND/OR CERTIFICATIONS REQUIRED BY CODES AND/OR UTILITY SERVICE COMPANIES SHALL BE PERFORMED PRIOR TO ANNOUNCED BUILDING POSSESSION AND THE FINAL CONNECTION OF SERVICE. 13. CONTRACTOR SHALL COORDINATE WITH ALL UTILITY COMPANIES FOR INSTALLATION REQUIREMENTS AND SPECIFICATIONS. WIMP ADJL1ST EXISTING SSMH L:D-i0IGRADE. s e- A\ SCHIER GREASE INTERCEPTOR MODEL GB-50, OR 4PPROVED EQUAL, PER DETAIL 2, SHEET C-3.2. RIM = 25.02 IE IN = Z3.00 (W) IE OUT r 22.90 (E) cif 5 LF 47 SDR 35 PVC 0 2.0% / SANITARY SEWER CLEANOUT PER CITY OF TUKWILA STANDARD DETAIL SS1-03, SHEET C-3.2. RIM = 25.33 IE = 22.80 5 LF 4" SDR 35 PVC ® 2.0% CONNECT TO EXISTING SANITARY SEWER MANHOLE WITH INSIDE DROP CONNECTION PER CITY OF TUKWILA STANDARD DETAIL SS-09, SHEET C-3.2. NEW 4" IE = 22.70 (W) ADJUSTED RIM = 25.44 EX. 8" PVC IE = 14.82 (S) EX. 8" PVC IE = 14.42 (W) EX. 8" PVC IE = 14.32 (N) WATER NOTES (NAVIX) MINKLER BLVD. e- i 1. ALL CONSTRUCTION/INSTALLATION OF WATER MAINS SHALL BE DONE IN A SAFE, NEAT AND WORKMANLIKE MANNER, AND UNDER SUPERVISION BY UTILITY PROVIDER FORCES AT ALL TIMES. ALL SAFETY REQUIREMENTS FROM OSHA AND OTHER STATE REGULATING AGENCIES MUST BE MET. 2. WATER MAIN PIPE MATERIAL SHALL BE CLASS 52 DUCTILE IRON PIPE MEETING LOCAL REQUIREMENTS. POLYETHYLENE WRAP IS REQUIRED ON ALL METALS. 6-INCH FIRE HYDRANT LATERALS TO BE CLASS DUCTILE IRON PIPE. 3. AN 18-INCH MINIMUM SEPARATION IS REQUIRED ON SERVICE TAPS ON A MAIN LINE. i4 r� 0 10 20 40 awe SCALE: 1 inch =20 ft. LEGEND .__ • EXISTING FIRE HYDRANT UTILITY NOTES (CITY OF TUKWILA) WATER PIPE GM WATER METER 11° FIRE HYDRANT Int HORIZONTAL BEND WITH THRUST BLOCKING O REDUCED PRESSURE PRINCIPLE ASSEMBLY WITH HOTBOX Kri'liE LAf xk;. ORM REVIEWED FOR CODE COMPLIANCE APPROVED AUG 08 2019 City of Tukwila BUILDING DIVISION RE0E1 E0 CITY OF TUKWILA AIL 1 0 20'19 PERMIT CENTER 1. ALL TRENCH EXCAVATION OPERATIONS SHALL MEET OR EXCEED ALL APPLICABLE SHORING LAWS FOR TRENCHES OVER 4-FEET DEEP. ALL TRENCH SAFETY SYSTEMS SHALL MEET WISHA REQUIREMENTS. 52 2. POWER, CABLE, FIBER OPTICS, AND TELEPHONE LINES SHALL BE IN A TRENCH WITH A 5'MINIMUM HORIZONTAL SEPARATION FROM OTHER UNDERGROUND UTILITIES. 3. ADJUST ALL MANHOLES, CATCH BASINS, AND VALVES IN PUBLIC RIGHTS -OF -WAY OR EASEMENTS AFTER ASPHALT PAVING. 4. CLASS 52 DUCTILE IRON MAY BE DIRECT TAPPED FOR 3/4 INCH AND 1-INCH SIZE SERVICES. SADDLES SHALL BE USED ON ALL TAPS 1-1/4" - 2" DIAMETER IN ANY PUBLIC MAIN. 5. ALL ELBOWS/BENDS ON WATER MAINS SHALL HAVE THRUST BLOCKS. 6. ALL NEW PIPES MUST BE PROPERLY FLUSHED, PRESSURE TESTED, AND CHLORINATED BY THE CONTRACTOR, AND INSPECTED BY UTILITY PROVIDER AND GOVERNMENTAL AGENCIES WITH JURISDICTION. 7. ALL BACKFLOW PREVENTION DEVICES (DOUBLE CHECK BACKFLOW PREVENTORS, REDUCED PRESSURE BACKFLOW PREVENTORS, PRESSURE AND ATMOSPHERIC VACUUM BREAKERS, ETC.) MUST BE APPROVED BY THE UTILITY PROVIDER AND GOVERNMENTAL AGENCIES WITH JURISDICTION. 8. ALL NEW CONNECTIONS TO EXISTING WATER MAINS REQUIRE ISSUANCE OF A PUBLIC WORKS PERMIT AND INSPECTION BY THE CITY OR GOVERNMENTAL AGENCIES WITH JURISDICTION PRIOR TO BACKFILLING 9. BACKFLOW PREVENTION DEVICES SHALL BE CONSTRUCTED OF CORROSION RESISTANT MATERIALS. 10. AS PART OF THE BASE BID, THE CONTRACTOR SHALL INCLUDE VERTICAL BENDS AND THRUST BLOCKS, AS NECESSARY, TO ACCOMMODATE PROPOSED UTIUTY CROSSINGS. 11. ALL GATE VALVES THAT ARE LOCATED IN LANDSCAPE AREAS SHALL HAVE CONCRETE COLLAR. 12. WATER MAIN LENGTHS SHOWN ON PLANS ARE PLAN VIEW LENGTHS AND BASED ON ASSUMED FITTING DIMENSIONS. CONTRACTOR IS RESPONSIBLE FOR DETERMINING ACTUAL DIMENSIONS. SANITARY SEWER NOTES (NAVIX ENGINEERING) 1. ALL CONSTRUCTION/INSTALLATION OF SANITARY SEWER MAINS SHALL BE DONE IN A SAFE, NEAT AND PROFESSIONAL MANNER, AND UNDER SUPERVISION OF CITY FORCES AT ALL TIMES. ALL SAFETY REQUIREMENTS FROM OSHA AND OTHER STATE REGULATORY AGENCIES MUST BE MET, 2. THE MINIMUM SIZE FOR PUBLIC SEWER MAINS SHALL BE 6" DIAMETER. ALL SANITARY SEWER PIPING SHALL BE SCHEDULE D3034 PVC OR EQUAL. MINIMUM PIPE DIAMETER FOR PRIVATE LATERALS IS 4" AND OF SCHEDULE D3034 PVC OR EQUAL. ALL SANITARY SEWER LATERALS MUST BE PROPERLY MARKED AT ENDS. 3. CONNECTIONS INTO THE EXISTING SANITARY SEWER MAINS REQUIRE ISSUANCE OF PUBLIC WORKS PERMIT AND INSPECTION BY THE LOCAL JURISDICTION PRIOR TO BACKFILLING. 4. ALL NEW SANITARY SEWER PIPES AND MANHOLES MUST BE THOROUGHLY CLEANED, INSPECTED AND PRESSURE/VACUUM TESTED AS REQUIRED BY UTILITY PROVIDER AND GOVERNMENTAL AGENCIES WITH JURISDICTION. ALL TESTS MUST BE WITNESSED AND PASSED BY THE UTILITY PROVIDER AND GOVERNMENTAL AGENCIES WITH JURISDICTION PRIOR TO PLACING INTO OPERATION. 5. THE CONTRACTOR SHALL PROVIDE TO THE UTILITY PROVIDER ANY GUARANTEE OR WARRANTY NORMALLY FURNISHED WITH THE PURCHASE OF ANY MATERIALS USED IN CONNECTION WITH THE PROJECT AT HAND. 11235 a.e. 6th street suite 150 beNevue, wa 98004 LA JACKSON I MAIN A R C H I T E C T U R 311 FIRST AVENUE SOUTH SEATTLE, WA 98104 t 206.324.4800 W W W.JACKSONMAIN.COM NAVIX SITE 1 CIVIL 1:425.4539501 f: 425.453.8208 www.ravbterg.ccm 9 m r. 8 07/03/20(9 PROJECT NO.: PROJECT MGR.: DRAWN BY: CHECKED BY: 50528006 JKG JKG/RJH JET UTILITY PLAN C-3.0 JACKSON I MAIN ARCHITECTURE P.S. 0201 J CO 0V CV 3 0 CV N E c 0 0 c CB _� A 'TI I ■ B 1 c :1111 s I .1I:I.� II o C DIMENSIONS D METER SIZE 1-1/2" r Dimension A' 13.25" 17.25" Dimension B - Riser Height 12", 15", 18", 21", 24", 27' 12", 15", 18", 21", 24", 27" Dimension C - Nominal pipe size of inlet and outlet 1-1/2" 2" Dimension D* 21.50" 26.63" NOTES: 1. COMPOUND METER 2. METER 3. METER 4. REFER "CONTACT METER SUPPLIED AND SET BY THE CITY. 2" SINGLE REGISTER REQUIRES PRE -APPROVAL. BOX SUPPLIED BY PERMITEE. SETTER TO BE APPROVED BY THE CITY INSPECTOR PRIOR TO BACKFILL. TO CHAPTER 7 OF THE STANDARDS. PUBLIC WORKS OPERATIONS FOR PREFERRED SPACING. NOT TO SCALE Rsc4 • O ,o,." City ' of a METER 1-1/2" AND 2" SETTER SHEET: WS-02 REVISION$1; 08.03 LAST REVISION: 08.04 APPROVAL: B. SHELTON I BLIND FLANGE CAPPED CROSS 90° BEND THRUST BLOCKING SIZE PIPE SIZE DIA A (ft') C (ft ') D (ft J) E (ft 2 4" 4 2 1 1 6" 10 5 3 1 8" 18 10 5 2 10" 28 15 8 4 12" 40 22 11 6 14" 55 30 15 8 16" 71 39 20 10 18" 90 49 25 13 20" 111 60 31 15 22" 135 73 37 19 24" 160 87 44 22 28" 218 118 60 30 30" 251 136 69 35 36" 361 195 100 50 42" 491 266 135 68 48" 641 347 177 89 A TEE WI PLUG RESTRAINED] JOINT NOTES- 1. SEARING AREA OF CONCRETE THRUST -BLOCK BASED ON 250 PSI PRESSURE AND SAFE SOIL BEARING LOAD OF 1000 POUNDS PER SQUARE FOOT. 2. ADJUST BEARING AREA FOR OTHER PIPE SIZES, PRESSURES, AND SOIL CONDITIONS. 3. CONCRETE BLOCKING SHALL BE CAST IN PLACE AND HAVE A MINIMUM AREA OF 1/4 SQUARE FOOT BEARING AGAINST THE FITTING. 4. CONTRACTOR SHALL INSTALL BLOCKING ADEQUATE TO WITHSTAND FULL TEST PRESSURE AS WELL AS TO CONTINUOUSLY WITHSTAND OPERATION PRESSURE UNDER ALL CONDITIONS OF SERVICE. 5. HEIGHT OF THRUST BLOCK MUST BE EQUAL TO OR LESS THAN 1/2 THE DEPTH FROM THE GROUND SURFACE TO THE BLOCK'S BASE. 6. USE GALVANIZED OR ASPHALT -COATED SHEEL, THREADED RODS AND PIPE CLAMPS. 7. REFER TO CHAPTER 7 OF THESE STANDARDS. 45° BEND E 11-1/4° BEND PLUG A TEE W/O PLUG D 22-1/2° BEND NOT TO SCALE City of Tukwila BLOCKING (HORIZONTAL) CONCRETE SHEET: WS-12A 1 OF 2 REVISION e1: 08.03 APPROVAL: B. SHELTON 0 PAINTED HIGH TENSILE D.I. SERVICE SADDLE WITH DOUBLE STRAP, AWWA I.P. THREAD TAP, ROMAC 202S OR EQUAL SIZE AS REQUIRED. ad, CORPORATION STOP, AWWA I.P. INLET BY MALE IRON PIPE THREAD OUTLET, MUELLER BALL NO. B-2969 OR EQUAL AS NEEDED. © COUPLING MALE IRON PIPE THREAD BY MUELLER 110 FITTING, MUELLER NO. H-15451 OR EQUAL. COPPER TUBING, TYPE K OR HIGH MOLECULAR DENSITY POLYETHYLENE. TRACING TAPE FOR POLYETHYLENE PIPE. NOTES: 1. SERVICE LINE SHALL BE PERPENDICULAR TO THE WATERMAIN UNLESS OTHERWISE APPROVED BY THE ENGINEER. 2. BYPASS WILL BE LOCKED OFF BY CONSTRUCTION INSPECTOR WHEN METER SPREADER IS INSTALLED. 3. METER WILL BE SUPPLIED AND INSTALLED BY THE CITY OF TUKWILA. 4. SETTER SHALL BE POSITIONED TO CENTER RIGID SPREADER UNDER INSPECTION LID AND PROVIDE ADEQUATE CLEARANCE BETWEEN BYPASS AND BOX WALL FOR OPERATING AND LOCKING BYPASS VALVE. NOT TO SCALE City of Tukwila SERVICE 1.1/2" & 2" DOMESTIC SHEET: WS-03 REVISION et: 08.03 APPROVAL: B. SHELTON E 11.25° AREA (SF) N V 9 8 I 9 t A NN 35 88 2 W E 11.25° LOAD (LO) �y 1P `m !ggD r;7S I2,470.49 ge'• itl ri 0 g n go) l n 61 i m rpm Ti- � C0 N I O' g Z. °Ng 4 V8 N g. 8i M n A V n 2 W $ 2 r'-- rn 2 D 22.5° AREA (SF) n rn m r In 4 1n N n tr, l0 S 8 2 100 135 D 22.5' LOAD (LD) (WV N 1m-D o N '2 (<! O a2 ,O P rID O ' 8 O id ��tt (O W �fy0 0 A r pn 8 '' .. A 01 4 4i pN 8 N pR 1P YA Yp> 2 L8i �VD 8 Ai 5 A 45° AREA (SF) N ,[, O 15 22 30 .0 49 ID H. 87 M 2 10 347 9 Q Q V Q OJ 0 O O C! 0 H O'k N 8 tV W P 1l00 O i �0)) (D N 0) N 8 n b O, S I- m O Z f(0 N g o < (°NN�,I- 2 e) ,N 8 0 01 iV m 8° S g (0 ,f�°I °f m n f° 347,146.23 A 90° AREA (SF) O O 2e (vp I$ 40 °N, 2 r R .- A 8 N m N (7 c4 A 90° LOAD (LB) (p y S ,(� m g r. S sti an- 71.271.40 pM R. yn § gcr iG pg a go g $ Q E 1N4) L� N r(nn r Ion 14 1- N 577.5 577.5 10 n N 577.5 1 577.5 1A ID b 577.5 577.5 I ,° A N N A 0 N H. 0 ,[1 �( 10 n. PRESSURE (PSI) 250 250 o o o 250 OO 250 250 oN b 0.08727 m 6 10.34907 0.54542 0.78540 `8 .- r%i P. m pi °u1 5 "i (V ,, 4.90875 I 1g r. co- o et WE WO a a a co m O ( „ "a AO 18 R (Hi N N N 8 8 ':,14 NOT TO SCALE tn City of OS/ Tukwila .ice BLOCKING CONCRETE SHEET: WS-12A 20F2 REVISION 41: 08.03 APPROVAL: B. SHELTON PROVIDE THRUST BLOCK SIDEWALK 18" MATCH MAIN DEPTH MN 3' AND MAX 58 MECHANICAL JOINT IN. 1 YARD DRAIN ROCK CONCRE E BLOCKING DIM. 1'X1'X3- uNOISTURBED �sort NOTES: 1. REFER TO CHAPTER 7 OF THESE STANDARDS. IF DIA. DUCTILE IRON PIPE CURB AND GUTTER FINISHED PAVEMENT 2.3(4" ASPHALT COATED STEEL SHACKLE RODS FLANGE JO SEE VALVE BOX DETAIL (WS-OBI B' RESILIANT WEDGE GATE VALVE r ENT CAST IRON TEE J UNED)(CEMENT / (C ENT%FL SEE WS-12A AND WS-12B UNDISTURBED SOIL 2. HYDRANTS EQUAL TO MUELLER MA.423 OR CLOW MEDALLION 8F-2545, M S H 929. 3. HYDRANTS SHALL BE EQUIPPED WITH TWO 2-12" N.S.T. HOSE PORTS AND ONE 5" STORT2 PUMPER DISCHARGE PORT AND SHALL HAVE A 1-114" PENTAGON OPEN LIFT OPERATING NUT. HYDRANTS SHALL HAVE A 6" M.J. BOTTOM CONNECTION AND 5-1/4- MAN VALVE OPENING, AND SHALL HAVE 18- ABOVE GRADE LEVEL TO THE CENTER OF THE PUMPER DISCHARGE PORT. 4. HYDRANTS SHALL CONFORM TO A. W.W.A. SPECIFICATIONS C 502.54: SHALL BE COMPRESSION TYPE AND SHALL HAVE A TWO PIECE BREAKING FLANGE WITH BREAKING THIMBLE AT THE GROUND LINE OR STEM; SHALL HAVE A SELF-OLING 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 S OPERATED. THE UPPER STEM SHALL HAVE A BRASS SLEEVE. 5. SHACKLE RODS SHALL. BE ASPHALT -COATED STEEL OR CORTEN STEEL. 6. CITY HYDRANTS BONNET AND PORT CAPS SHALL BE FARWEST DELPHINIUM BLUE SAFETY 257. BARREL SHALL BE FARWEST CASE YELLOW SAFETY X-3472. 7. PRIVATE HYDRANTS SHALL BE PAINTED WITH TWO COATS OF FARWEST CASE YELLOW (4 X-3472). 8. WHERE NO CURB AND GUTTER IS INSTALLED. FIRE HYDRANT SHALL BE LOCATED CLOSE TO THE PROPERTY LINE AND INSIDE THE RIGHT OF WAY OR EASEMENT. INSTALL BOLLARD GUARD POST PER WS-14. 9. HYDRANTS INSTALLED. RELOCATED OR OTHERWISE WORKED UPON AS A RESULT OF A PROJECT SHALL BE FRESHLY PAINTED. 10. HYDRANT SHALL NOT BE CLOSER THAN 4' TO ANY FIXED OBJECT. WITH THE EXCEPTION OF HYDRANT GUARD POSTS, PER TMC 14.24.03. NOT TO SCALE City of Tukwila FIRE HYDRANT ASSEMBLY AND SETTING SHEET: WS-13 REVISION et: 08.03 LAST REVISION: 04.08 APPROVAL: BOB GIBERSON, CITY ENGINEER PAVEMENT PATCHING (SEE RS-03) BACKFILL BEDDING NOTE: TOP OF TRENCH 1.3 X 'DEPTH' (MAX. WIDTH) 12' MIN. OUkER DIA .+24"(MAX . WID HI BOTTOM OF TRENCH PIPE OU4 R DIA. 4" MIN. MIN. 3' & MAX. 6' 1. ALL BACKFILL SHALL BE 5/8" CRUSHED ROCK COMPACTED TO 90% MODIFIED PROCTOR OPTIMUM DENSITY. 2. REFER TO RS-03 FOR PAVEMENT PATCHING. 3. PAVED AREAS: BACKFILL WITH CRUSHED ROCK. 4. UNPAVED AREAS: BACKFILL WITH NATIVE MATERIAL OR CRUSHED ROCK. NOT TO SCALE City of Tukwila TRENCH BEDDING AND BACKFILL SHEET: W S-18 REVISION 41: 08.03 LAST REVISION: 04,08 APPROVAL: BOB GIBERSON, CITY ENGINEER 2' MAX. ALIGN EARS WITH PIPE LINE /'/'' //\4/�/"...,o` NOTES: C_ SEE DETAIL 4" MIN. OVERLAP rL� r NUT ASSEMBLY 2" SQUARE OPERATING NUT %` 1/3 TOTAL LENGTH OPERATING NUT 4-101' DIA. 1/8' MIN. THICKNESS 1" SOLID METAL STOCK 3/6' SET SCREW NUT 2-1/4" SQUARE INSIDE MEASUREMENT 1AI' MIN. THICKNESS DETAIL 1. EXTENSIONS ARE REQUIRED WHEN THE VALVE NUT IS MORE THAN 5 FEET BELOW FINISHED GRADE. 2. ONLY ONE EXTENSION, MINIMUM OF 3 FEET LONG, TO BE USED PER VALVE. 3. ALL EXTENSIONS ARE TO BE MADE OF STEEL AND PAINTED WITH TWO COATS OF METAL PAINT. NO FIELD -FABRICATED EXTENSIONS. 4. VALVE BOX COVER SHALL BE LABELED "WATER". NOT TO SCALE City of Tukwila WATER MAIN SHEET: VALVE BOX (OPERATING NUT EXTENSION) WS-06 REVISION e1: 08.03 APPROVAL: B. SHELTON .-,z)h'J it i r'. 7 ?Olt: L11 :.ikwil'L Pt 'PI W'wk.. CONCRETE THRUST BLOCK NOTES: 3' MN. OR 3 TIMES DIA. OF THE I TAP, WHICHEVER IS GREATER u 1 a PA I PLAN VIEW DUCTILE IRON OR WELDED STEEL COATED WITH EPDXY PAINT • ELEVATION VIEW REVIEWED FOR CODE COMPLIANCE APPROVED AUG 08 2019 I��ty of Tukwila � 1ILDING DIVISION CI j Il1/lI/� 1\ rt1 rt, m hf. 1. USE FOR TAPS ON CEMENT LINED DUCTILE PIPE, 2. PRE -TEST ASSEMBLY BEFORE DRILLING. 3. REFER TO CHAPTER 7 OF THESE STANDARDS. 4. REFER TO WS-13 & WS-14. RESILIENT SEAT GATE VALVE IS ECEII/ED CITY OF i UKW JUL 1 0 K PERMIT CENTE NOT TO SCALE City of Tukwila WATER MAIN TAPPING TEE SHEET: REVISION Ct: 08.03 WS-10 LAST REVISION: 07.08 IK- 0899 L.4 R 11235 s.e. 8th street suite 150 bellevue, wa 98004 JACKSON I MAIN ARCHITECTURE 311 FIRST AVENUE SOUTH SEATTLE, WA 98104 t 206.324.4800 WWW.JACKSONMAIN.COM rkj NAVIX SITE I CIVIL t: 425.453.9501 r: 425.453.8208 www.reviXengmm DESCRIPTION BUILDING PERMIT SUBMITTAL BUILDING PERMIT RESUBMITTAL POST PERMIT REVISIONS z DATE co m m N C G 07/9'9/2019 PROJECT NO.� PROJECT MGR.: DRAWN BY: CHECKED BY' 50528006 JKG JKG/RJH JET UTILITY DETAILS C-3.1 JACKSON I MAIN ARCHITECTURE P.5. C 2018 B:\Washington\Tukwila\Jackson Main\Lam Seafood\2Drawings\LSTU_130U.dwg •118' RAISE -112" WIDE BORDER 112• PLAN VIEW 10• r e Y4• 1-1N• r s• ELEVATION LABELED C.O. CAST IRON RING AND COVER CONCRETE COLLAR IN PAVED AREAS. CSTC COLLAR IN NONPAVED AREAS 2-7/4• 4• tr DIA FIBRE JOINT PACKING 45• BEND 2' EARTH �\ SIDE SEWER r FINIS111GRADE �J SCREW PLUG 41Ir CENTER ON LID NOT TO SCALE City of Tukwila SANITARY SIDE SEWER CLEAN -OUT SHEET: SS-03 LAST REVISION: APRIL 2019 APPROVAL: H. PONNEKAN71 NOTES: 1. INSIDE DROPS REQUIRES DIRECTORS APPROVAL. 2. USE INSIDE DROP ONLY ON PVC SYSTEM. 3. SEE SS- 12 FOR LADDER DETAILS. 4. SEE 5S-13 FOR STEP DETAILS. ACCESS SEE SS-08 CUT TOP SECTION OF 90' BENO IEa 1 LADDER - REMOVE GASKET FROM PVC ELBOW 1 rir �■ PVC SAMEE SIZE S tAINLESS STEEL PIPE CLALIP DETAIL A KOR.N-SEAL BOOT, PIPE CONNECTION OR EQUAL D -i STA/MESS STEEL BOLTS & STRAPS BOLTED TO MANHOLE WALL. MAX SPACING 6'. J-- CHANNELIZATION SEE SS.08 RUBBER 800T FLAP TO PREVENT SPLASHING NOT TO SCALE City of Tukwila MANHOLE INSIDE DROP SHEET: SS-09 LAST REVISION: APRIL 2019 APPROVAL: H. PONNENANTI CONCRETE COMPACTOR PAD NOTE: CONTRACTOR SHALL SUBMIT SHOP DRAWINGS TO THE ENGINEER FOR REVIEW AND APPROVAL PRIOR TO ORDERING. AREA DRAIN (ZURN MODEL Z450B-V OR APPROVED EQUAL) CONNECT TO PROPOSED 4" PVC TO SEWER AND SLOPE AT 2.0% MIN. SPECIFICATIONS NOTES 1. 4' plain end inlet/outlet. 2 Unit weight - w/composite cover: 92 Ibs; w/cast iron cover 172 lbs. (For wet weight add 4331bs ) 3. Maximum operating temperature: 150 F continuous 4 Capacities - Liqula. 52 gal.; Grease: 249 lbs. Solids:12.5 gal. & Budt-ln flow control. & For gravity drainage applications only. 7 Do not use for pressure applications 8 Cover placement allows full access to tank for proper maintenance. 9. Vent not required unless per local code. le Engineered inlet and outlet diffusers are removable to inspect / clean piping. II. Integral air relief / Anti siphon DIFFUSION FLOW TECHNOLOGY The Inlet diffuser reduces turbulence, creates laminar flow and allows the entire tank volume to be ueleed lor efficient grease separation and minimal disturbance to existinggrease and sedment layers The Integral air relief anti -siphon at the outlet diffuser tap allows pressure stet:Bastian within the unit during operation. The outlet diffuser can easily be attached to any of the three outlets provided to ease !oh site piping layouts. ENGINEER SPECIFICATION GUIDE sctlier Great Bashi,' grease interceptor model # GB-50 shall bo lifetime guaronteed and mode in USA of seamless. rotationoNy-molded polyethylene. interceptor shall be furnished for above or below grade Instalkaion. Interceptor shaft no combed to ASME A112.14 3 (type 0) and CSA 84811, with field od)ustoble riser system, built-in flow control and three outlet options. interceptor Clow rote shall be 50 GPM Interceptor grease caMp�aOcity shall be 249 Ns Cover shall orovlde wnter(gas-tight seal and hove minimum 16,000 Ibs load capacity CERTIFIED PERFORMANCE Great Basin'• hydromechunical grease interceptors we third party performance -tested and listed by AMMO to ASME #A112143 and CSA B4811 grease interceptor standards and greatly exceed requirements for grease separation and stooge. They ore compliant to the Uniform Pkrmbing Code and the International Plumbing Code. NOTE: CONTRACTOR SHALL SUBMIT SHOP DRAWINGS TO THE ENGINEER FOR REVIEW AND APPROVAL PRIOR TO ORDERING. SCALE: NTS 0 TOP VIEW Inlet Highway trunk load rated gas/ —J 'notes tight bolted composite cover (16,0001bs.) Outlet A (optional) outlet e (optional) SECTION A -A Integral AM Relief / Anti Siphon Static Waterline Outlet Diffuser OUTLET END VIEW Cover adapter vAtil up to 3-I/2' of adjuslobl0ty Tie dorm point tor °notarial SCHIER LIFETIME GUARANTEED 1. GREASE INTERCEPTORS MODEL NUMBER: G B-50 PART # 4025:017 01 'r590Wnndrnn enact rdv2,Evnlle rl 65111 I inl 913'051 Y3001 DESCRIPTION: 50 GPM Polyethylene Grease Interceptor DWG 8Y: 8. Karrer p,ndur n.com DATE 4f16,l2M9 REV ECU: copy/9m 2019 s closet all cigtu% s.. ,''... GREASE INTERCEPTOR DETAIL SCALE: NTS Poge4W4 REVIEWED FOR CODE COMPLIANCE APPROVED AUG 08 2019 City of Tukwila BUILDING DIVISION APG)PC)VFf) 11P 7 II);: -, it), 01 i 111(WIl(_: '! il'tS.l : t/Vnrin,n vl` t:.rrrr_D CITV OF TUKWILA JUL1 0 2019 PERMiT us lr`r- CENTER JACKSON I MAIN ARCHITECTURE 311 FIRST AVENUE SOUTH SEATTLE, WA 98104 t 206.324.4800 WWW.JACKSONMAIN.COM NAVIX SITE 1 CIVIL 11235 s.e. 6th street suite 150 begone, we 98004 t 425.453.9601 f: 425.453.8208 www.navuerp.ewn YZ 0 0 CC Io p W0 O Z LL w 1 Croa 2 cc O co co Q Q coDr co J 2 r I- O) 1 DESCRIPTION BUILDING PERMIT SUBMITTAL BUILDING PERMIT RESUBMITTAL POST PERMIT REVISIONS 2 ID SOO 11- Of I— El rra 7/a9P-a/9 PROJECT NO.: PROJECT MGR.: DRAWN BY: CHECKED BY: 50528006 JKG JKG/RJH JET UTILITYDETAILS ETA LI S �l JACKSON I MAIN ARCHITECTURE P.S. 02018 E 3 Q 0 5 0 m VI O O) J TRUE NORTH 0 EXISTING EXISTING TRASH TO NEIGHBORING AREA REMAIN TO REMAIN AS IS 1- — w N 0 } cc SITE PLAN 1' = 20'-0" 10' 20' EXISTING TENANT AREA TO BE IMPROVED 40' HANGING ROOF CHAIN TYP. OF 3 80' COVERED PATIO BLDG EXPANSION BIKE RACK ENTRY TOWER AREA GC TQ CQORDI4ATE PRE- FABRICATED CANOPY WITH . STRUCTURAL AND -CANOPY -- MFR. PAINT TO MATCH ALL • CANOPIES ON SITE. APPLY PAWTATPRE-PAR SITS'.' I-_ _ 10'-0 ELECTRIC ESMT. CANOPY DOWNSPOUT TYP. SEE CIVIL. REFER TO CIVIL FOR RAMP AND SIDEWALK INFORMATION ACCESSIBLE I STALLS -3'- 3 3/4" CANOPY DOWNSPOUT TYP. SEE CIVIL. EXTERIOR COOLER OVER NEW CONCRETE SLAB UNDER CANOPY REFER TO STRUCT. FOR SLAB DETAIL. REFER TO CIVIL OR RAMP INFORMA ION ECTRI&AL CONDUIT PER T.I. b RAWINGS NEW 6" CONCRETE SLAB. REINF. WI #4 ©12" OC EACH WAY FOR STANDBY GENERATOR-COORDINAT EXACT DESIGN WITH T.I. DRAWINGS. NEW COPACTOR PAD - PORED MONOLI ICALLY W/ THICK NED SLAB ED E NEW LOApING GARAGE DOOR f MINKLER BLVD. CART CORRAL L60' - 0" _ t RESTRICTIVE BLDG COVENANT i i I / • I / I / I, / 1/ /I / 1 SEE CIVIL DRAWINGS FOR SITE INFO. CART CORRAL PARCEL- 883510-0000 / / / / / / / / / / / / / / /// /// / / / / / / / / / / / / / / / / / 0 Q O ~ coCr wQ w / / / / / / / / / / / / / / / / SHEET NOTES: A. LIMITS OF WORK ARE DEFINED WITHIN THE PROPERTY LINES AND ADJACENT RIGHT OF WAYS. B. SITE CONTROLS ARE EXISTING PROPERTY CORNERS AS IDENTIFIED BY PROPERTY SURVEY. C. REFER TO CIVIL DRAWINGS FOR SITE GRADING AND UTILITY LOCATIONS. D. EXPANSION JOINTS ARE SHOWN ON SITE PLANS, ALL OTHER LINES WITHIN CONCRETE PAVING AREAS ARE TO BE CONTROL JOINTS UNLESS OTHERWISE NOTED, REFER TO CIVIL DRAWINGS. E. SIDEWALKS TO MAINTAIN A SLOPE NO GREATER THAN 1:20 IN THE PRIMARY DIRECTION OF TRAVEL AND A SLOPE NO GREATER THAN 1:50 PERPENDICULAR TO THE PRIMARY DIRECTION OF TRAVEL REFER TO CIVIL DRAWINGS. F. CURB TO BE MEDIUM BROOM FINISH, PARALLEL TO GUTTER LINE, UNLESS OTHERWISE NOTED. G. ARCHITECT SITE PLAN IS SHOWN FOR REFERENCE ONLY. REFER TO CIVIL AND LANDSCAPE DRAWINGS FOR PARAMETERS OF SITE INCLUDING ROADWORK, LANDSCAPING AND CONTEXTUAL SITE INFORMATION. PARKING ANALYSIS: BACK PARKING LOT ANALYSIS EXISTING STALLS 96 EXISTING STALLS TO REMAIN AS IS: 89 PROPOSED STALLS: 2 ADA STALLS PARKING NARRATIVE. THERE ARE 96 EXISTING UNDERUTILIZED PARKING STALLS LOCATED AT THE REAR OF THE SHOPPING CENTER. THIS PROJECT CONSTRUCTS A NEW REAR FACING TENANT MAIN ENTRY WHICH WILL FULLY UTILIZE THE EXISTING REAR PARKING LOT, FREEING UP PARKING ON THE FRONT OF THE SHOPPING CENTER. PARKWAY SUPERCENTER PARKING LOT ANALYSIS PARKING SPACES: 1705 TOTAL GLA: 470,478 SF UNUSABLE AREA- ESTIMATED AT 5% OF TOTAL GLA = 23,524 SF AVERAGE SHOPPING CENTER VACANCY AREA - ESTIMATED AT 5% OF TOTAL GLA = 23,524 SF PARKING CALCULATION NOMINAL AREA = 470,478 SF - 23,524 SF - 23.524 SF = 423,431SF 423,431 SF / 1000 = 423.4' 4 = 1693 STALLS REQUIRED PER TMC TABLE 18-5. REVIEWED FOR CODE COMPLIANCE APPROVED AUG 08 2019 City of Tukwila BUILDING DIVISION :{,PROVED .:ity 01 ' UKWII&: '•/14`tkS • CITY 0:- Tux ;LA JVL 1 0 2019 LA JACKSON I MAIN ARCHITECTURE 311 FIRST AVENUE SOUTH SEATTLE, WA 98104 t 206.324.4800 W W W.JACKSONMAIN.COM J W 0 2 J J 2 w D G O co CS 5_ O Q O u D U- 3 W in co �cwLU M 0 0 co p Co co cr) w� W� VJ W Y J NH 00 0 0 U) LL 0 BID SET PERMIT CORRECTIONS 01 PERMIT REV 1 -71 BUILDING PERMIT SUBMITTAL z 01/22/2019 3 3/26/2019 , 5 7/8/2019 7 r CO NJ 3 0 N rN I PROJECT NO.: PROJECT MGR.: DRAWN BY: CHECKED BY: 18027 BB WB / LB ML SITE PLAN N m Dec-C819 P:]i:M1T CENTER AI.00 JACKSON I MAIN ARCHITECTURE P.S. 0 2018 9 8 O LL 0 -J -J 0 o c 3 $ Io 5' TALL DECORATIVE FINIAL. N.I.C. DESIGN PROVIDED BY TENANT 5 NEW EIFS ENTRY/TOWER EAST ELEVATION 1/8" =1'-0' SHEET NOTES: 3 EXTERIOR COOLER PAINT TO MATCH STONE LION SW7507 A. REFER TO SHEETA2.01 FOR DOOR AND WINDOW LOCATIONS. B. REFER TO SHEETA3.02 FOR DOOR AND WINDOW SCHEDULES. C. GENERAL CONTRACTOR TO COORDINATE ALL VERTICAL CONCRETE AND MASONRY JOINTS WITH ARCHITECT AND STRUCTURAL ENGINEER PRIOR TO CONSTRUCTION. D. MOCK-UPS: CONTRACTOR TO PROPOSE LOCATIONS OF ASSEMBLIES REQUIRING MOCK-UPS. LOCATIONS AND EXTENT OF MOCK-UP TO BE APPROVED BY ARCHITECT. E. FOR ALL ENVIRONMENTAL AIR EXHAUST: 3 FEET FROM PROPERTY LINES; 3 FEET FROM OPERABLE OPENINGS INTO BUILDINGS FOR ALL OCCUPANCIES OTHER THAN GROUP U, AND 10 FEET FROM MECHANICAL AIR INTAKES. SUCH EXHAUSTS SHALL NOT BE CONSIDERED HAZARDOUS OR NOXIOUS. F. ALL EXTERIOR FINISH CLADDING SYSTEMS TO TURN AND TERMINATE AT INTERIOR CORNERS, UNLESS OTHERWISE NOTED. G. GENERAL CONTRACTOR TO COORDINATE ALL VERTICAL AND HORIZONTAL FIBER CEMENT PANEL JOINTS AND BATTENS PER EXTERIOR ELEVATIONS WITH MANUFACTURER. I. TRIM AT ALL CORNERS TO BE 1X6 UNLESS OTHERWISE NOTED. J. WINDOW AND DOOR TRIM TO BE 1X4 UNLESS OTHERWISE NOTED. K. FASCIA TRIM TO BE 1X8 UNLESS OTHERWISE NOTED. L. PAINT EXTERIOR SOFFITS SAME COLOR AS FASCIA, STOP AT TOP OF SIDING (INSIDE CORNER) UNLESS OTHERWISE NOTED. M. ALL EXTERIOR SIGNAGE/LIGHTING TO BE PERMITTED UNDER A SEPARATE PERMIT N. CONTRACTOR TO GRIND SMOOTH EXPOSED WELDS AT CANOPIES. O. ALL EXPOSED CANOPY COLUMNS/BEAMS TO BE PAINTED DARK BRONZE WITH KYNAR 500 PAINT. r 2700K EXTERIOR DECORATIVE WALL SCONCE N.I.0 13 C PAINT ALL EXISTING :XTERIOR TILT PANEL WALLS. TOP: SAND BEACH SW7529 TYP. EXISTING PANEL JOINTS (TYP.) 4 CD; EXISTING PANEL JOINTS (TYP.) PAINT ALL EXISTING EXTERIOR TILT PANEL WALLS. TOP: SAND BEACH SW7529 TYP. PAINT ALL EXISTING EXTERIOR TILT PANEL WALLS. BOTTOM: STONE LION SW7507 TYP. 5 D 1 B I3IIC L PA NT ALL EXISTING EXTERIOR TILT PANEL WALLS. BOTTOM: STONE LION SW7507 TYP. 2700K EXTERIOR DECORATIVE WALL SCONCE TYP. N.I.0 r INFILL EXISTING OPENING PER PLAN 1 TUBE STEEL OUTRIGGER TO SUPPORT TENANT BANNER. PROVIDE BACKING AS REQUIRED L 3, 0 6B A 111AI IAI POWER OPERATED COILING OH DOOR. PROVIDE OUTSIDE SWITCH WITH KEYPAD OPERATION MATERIALS: PRODUCT COLOR - 1 p INFILL EXISTING DOOR OPENING PER PLAN 5' TALL DECORATIVE FINIAL. N.I.C. DESIGN PROVIDED BY TENANT T.O. TOWER c 35.00' TENANT PROVIDED CLOCK N.I.C. - CONTRACTOR SHALL COORDINATE BACKING AND ELECTRICAL WITH TENANT PROVIDED CLOCK. TYP. OF 3 SIGNAGE N.I.C. TYP. - CONTRACTOR SHALL COORD. WITH TENANT AND SIGNAGE VENDOR TO PROVIDE BACKING AND 20AMP ELEC. CIRCUIT FLOOR PLAN S 0.00' T.O. TOWE 35.00' B.O. SHEATING Il 17.00' -w FLOORPLL�AN__k� lulx1. 4 t t PRODUCT$ 1. 1 V2" EIFS 2. PARAPET COPING 3. EXPOSED CANOPY FRAMING 4. CANOPY MTL DECK ROOF 5. METAL ROOF 6. 211T EIFS COLOR A. AESTHETIC WHITE SW7035 B. SAND BEACH SW7529 C. DARK BRONZE D. SPANISH RED E. STONE LION SW7507 F. G90 COATING PER STRUCT x MANUFACTURER PROFILE PROFILE / TEXTURE 1. BARREL -VAULT TILE MANUFACTURER A. DRYVIT B. BORAL REVIEWED FOR CODE COMPLIANCE APPROVED AUG 08 2019 City of Tukwila BUILDING DIVISION OFIV OF TUKWIL>A JUL 102919 JACKSON I MAIN ARCHITECTURE 311 FIRST AVENUE SOUTH SEATTLE, WA 98104 t 206.324.4800 W W W.JACKSONMAIN.COM -J J 2 W 0 Q O E N- O LL I- in U CO LLI 't C/) CO O O CO w J J LU CO CI CO J CO CC Y Q Z N I- 0 E 0 BID ADDENDUM#1 _ __ PERMIT CORRECTIONS 01 PERMIT REV 1 BUILDING PERMIT SUBMITTAL c7 Nf A e- 02f132019 m a 11 112121201E PROJECT NO.: PROJECT MGR.: DRAWN BY: CHECKED BY: 18027 DR LB ML EXTERIOR ELEVATIONS big-Oa9.9 PERMIT CENTER A3.01 JACKSONI MAIN ARCHITECTURE P.S 020ID E 3 W 2 rn 0 E 0. • • • • • • • • • • • • • • • • • • -- AIR CURTAIN PER T.I. SET I=1 f a a o o a o a a a a AIR CURTAIN PER T.I. SET CLEAR ANODIZED 0/1 FRAME -- WINDOW BAND TYPE A 0 0 " TYPE B 8'- 0" 2' - 8" 2' - 8" 2' - 8" K 4, ) '1/4-- 4 ASTOREFRONT - S1 '4 1/4' =1'-D' SHEET NOTES: FLOOR PLAN 0.00' TYPE C TYPE D 12' - 0" 3'-0" 3'-0" STOREFRONT - S2 1/4' =11-01 MATERIALS: A. REFER TO SHEETA2.01 FOR DOOR AND WINDOW LOCATIONS. B. REFER TO SHEET A3.02 FOR DOOR AND WINDOW SCHEDULES. C. GENERAL CONTRACTOR TO COORDINATE ALL VERTICAL CONCRETE AND MASONRY JOINTS WITH ARCHITECT AND STRUCTURAL ENGINEER PRIOR TO CONSTRUCTION. D. MOCK-UPS: CONTRACTOR TO PROPOSE LOCATIONS OF ASSEMBLIES REQUIRING MOCK-UPS. LOCATIONS AND EXTENT OF MOCK-UP TO BE APPROVED BY ARCHITECT. E. FOR ALL ENVIRONMENTAL AIR EXHAUST: 3 FEET FROM PROPERTY LINES; 3 FEET FROM OPERABLE OPENINGS INTO BUILDINGS FOR ALL OCCUPANCIES OTHER THAN GROUP U, AND 10 FEET FROM MECHANICAL AIR INTAKES. SUCH EXHAUSTS SHALL NOT BE CONSIDERED HAZARDOUS OR NOXIOUS. F. ALL EXTERIOR FINISH CLADDING SYSTEMS TO TURN AND TERMINATE AT INTERIOR CORNERS, UNLESS OTHERWISE NOTED. G. GENERAL CONTRACTOR TO COORDINATE ALL VERTICAL AND HORIZONTAL FIBER CEMENT PANEL JOINTS AND BATTENS PER EXTERIOR ELEVATIONS WITH MANUFACTURER. I. TRIM AT ALL CORNERS TO BE 1X6 UNLESS OTHERWISE NOTED. J. WINDOW AND DOOR TRIM TO BE 1X4 UNLESS OTHERWISE NOTED. K. FASCIA TRIM TO BE 1X8 UNLESS OTHERWISE NOTED. L. PAINT EXTERIOR SOFFITS SAME COLOR AS FASCIA, STOP AT TOP OF SIDING (INSIDE CORNER) UNLESS OTHERWISE NOTED. M. ALL EXTERIOR SIGNAGE/LIGHTING TO BE PERMITTED UNDER A SEPARATE PERMIT N. CONTRACTOR TO GRIND SMOOTH EXPOSED WELDS AT CANOPIES O. ALL EXPOSED CANOPY COLUMNS/BEAMS TO BE PAINTED DARK BRONZE WITH KYNAR 500 PAINT. WALL PACK LIGHT GSOUTH ELEVATION 1/8" =1'-0- TYPE E FLOOR PLAN 0.00' PAINT ALL EXISTING EXTERIOR TILT PANEL WALLS. TOP: SAND BEACH SW7529 TYP. PAINT ALL EXISTING EXTERIOR TILT PANEL WALLS. BOTTOM: STONE LION 5W7507 TYP. IIEW GARAGE DOOR AT LOADING TYPE F 3 C EXTERIOR COOLER PER T.I. DRAWINGS MARK DOOR SCHEDULE Panel Type I Width HEIGHT DOOR FINISH FRAME MATERIAL HARDWARE U-VALUE Manufacturer COMMENTS 100 A 3' - 6" 7' - 0" INSUL METAL METAL 1,2,7 .46 PAINT TO MATCH SAND BEACH SW7529 101 B 6' - 0" 7' - 0" GLASS ALUM 1,2,6 .8 KAWNEER AA 250 OR APPROVED EQ 102 C 12' - 0" 8' - 0" GLASS ALUM 1,2,5,6 .6 BESAM SL500 OR APPROVED EQ 103 D 5' - 0" 4' - 6" METAL METAL 2,4 .46 OVERHEAD DOOR 6106 OR APPROVED EQ 104 E 6' - 0" 10' -NY' GLASS ALUM 2,3 .6 OVERHEAD DOOR 511 OR APPROVED EQ INSULATED GLASS TO BE USED 105 E 6' - Cr' 10' -XP GLASS ALUM 2,3 .8 OVERHEAD DOOR 511 OR APPROVED EQ INSULATED GLASS TO BE USED 106 E 6' - 0" 10' 40" GLASS ALUM 2,3 .6 OVERHEAD DOOR 511 OR APPROVED EQ INSULATED GLASS TO BE USED 107 F 8' - 0" 10' - 0" METAL METAL 2,3 .46 OVERHEAD DOOR 422 OR APPROVED EQ DOOR HARDWARE 1. LOCKSET. 2. WEATHER SEALS HEAD AND JAMBS. 3. CHAIN PULL OPERATION 4. POWER OPERATED. OUTSIDE SWITCH WITH KEYPAD OPERATION 5. SENSOR OPERATION 6. PROVIDE SIGNAGE OVER EXIT DOOR AS REQUIRED BY LOCAL CODE STATING "THIS DOOR TO REMAIN UNLOCKED DURING BUSINESS HOURS" 7. PANIC HARDWARE STOREFRONT SCHEDULE MARK MATERIAL FINISH UfACTOR I SHGC Manufacturer Canments S1 ALUMINUM CLEAR ANODIZED .29 .23 ' KAWNEER 451T OR APPROVED EQ S1 ALUMINUM CLEARANODIZED .29 .23 -KAWNEER451TORAPPROVED EQ S1 ALUMINUM CLEAR ANODIZED .29 .23 KAWNEER 451T OR APPROVED EQ S1 ALUMINUM CLEAR ANODIZED .29 .23 .23 KAWNEER 451T OR APPROVED EQ S1 ALUMINUM CLEAR ANODIZED .29 KAWNEER 451T OR APPROVED EQ S1 ALUMINUM r.iFAR ANODIZED .29 .23 KAWNEER451TORAPPROVEDEQ S1 ALUMINUM CLEAR ANODIZED .29 .23 KAWNEER 451TORAPPROVED EQ S2 ALUMINUM CLEAR ANODIZED .29 .23 KAWNEER 451T OR APPROVED EQ CANOPY GUTTER AND DOWNSPOUT PAINTED TO MATCH COLUMNS TYP. FLOOR PLAIS 0.00' 1 A A D 1 B 6 BI A 3 C S1 TOWER ELEVATION 1/8' =1'-0' S2 5' TALL DECORATIVE FINIAL. N.I.C. DESIGN PROVIDED BY TENANT TENANT PROVIDED CLOCK N.I.C. - CONTRACTOR SHALL COORDINATE BACKING AND ELECTRICAL WITH TENANT T.O. TOWER I1 PROVIDED CLOCK. TYP. OF 3 35.00' V SIGNAGE N.I.C. TYP. - CONTRACTOR SHALL COORD. WITH TENANT AND SIGNAGE VENDOR TO PROVIDE BACKING AND 20AMP ELEC. CIRCUIT S1 FLOOR PLAN 0.00'V X X PRODUCT } I T + MANUFACTURER COLOR PROFILE PRODUCT$ 1. 1 1/2' EIFS 2. PARAPET COPING 3. EXPOSED CANOPY FRAMING 4. CANOPY MTL DECK ROOF 5. METAL ROOF 6. 21/2' EIFS COLOR A. B. C. D. E. F. AESTHETIC WHITE SW7035 SAND BEACH SW7529 DARK BRONZE SPANISH RED STONE UON SW7507 G90 COATING PER STRUCT PROFILE ! TEXTURE 1. BARREL -VAULT TILE MANUFACTURER A. DRYVIT B. BORAL REVIEWED FOR CODE COMPLIANCE APPROVED AUG 09 2019 City of Tukwila BUILDING DIVISION R ECEitiED CITY 0:: TUKWiLA JUL 11125:9 JACKSON I MAIN ARCHITECTURE 311 FIRST AVENUE SOUTH SEATTLE, WA 98104 t 206.324.4800 W W W.JACKSONMAIN.COM LU 0 2 J J 2 CC D 0 0 H w Lf) co Y CO O O 00 O j LL W w D U) J . J ww cnm 0 0 LL u) w� w J2 O t w 0 PERMIT CORRECTIONS 01 PERMIT REV 1 BUILDING PERMIT SUBMITTAL 0 Z 11) - 1- Q 4n a, O co N N PROJECT NO.: PROJECT MGR.: DRAWN BY: CHECKED BY: 18027 DR LB ML EXTERIOR ELEVATIONS N ilioiczt?? Prl'i.YIIT CE:ITER A3.02 JACKSON I MAIN ARCHITECTURE P.S. 0 2018 (F, rip LJ r_w_y y \D� T 10/S4.1' ron typ. LJ HSS 4x4x3M TYP. TYP. ALONG GRID 1 r-i LJ r-i LJ 2/S4.2 typ. at strongbacks r-i LJ FTG. 3'-6"sq x 12"dp W/ (4)44 E.W. CTRD. (typ. this col. line) LDJ LJ rot LJ 12/S4.1 5" CONC. $LAB ON GRADE ;REINF. W/ #4®12'ocE.W. FTG. i-O"s x 14"d r — ~' W/ (8)5 E.W. BOT. p _j , F HSS 5x5x3/8 9/S4.1 L—WI-� -1 L. grid r 1�h FTG. 5'-0"sq x 12"dp=1 I} 1 W/ (5)15 E.W. BOT. L I�'.IJ 18'w x 12"dp CONT. TG. W/ (2)44 CONT. TOP & BOT. 6005162-43 0 16"oc, TYP. WALL FRAMING HSS 6x6x3/16 FULL HEIGHT W/ BASE E PER 7/S3.1 1_ cols. FACE OF NEW OPNG. SHALL COINCIDE W/ (E) PANEL JOINT L HSS 5x5x3/16 CA-) FTG. 5'-0"sq x 12"dp w/ (6)#¢ E.W. CTRD. W16x31 col. HSS 6x40/16 FRAMED TO BOT. OF N10x12 ROOF BM. Ica'. 4 HSS 6x6x3/16 FULL HEIGHT HSS 4x4x3/8 STRONGBACK TYP. ALONG GRID A AND GRID 2 HSS 4x4x3/8 STRONGBACK 6 CONCRETE SLAB REINF. W/ #4 ® 12"oc EACH WAY CENTERED -OVER -COMPACTED — STRUCTURAL FILL SLOPE SLAB PER CIVIL DRAWINGS fin. grade per arch. Detail 3'-6"sq x 12"dp W/ (4)ij4 E.W. CTRD. (t)p. this col. line) 10/S4.1 (E) CONTINUOUS FOOTING & RETAINING WALL TO REMAIN 11/54.1 typ. v HSS 8x8x1/4 typ. of (5) (E) LOADING DOCK TO BE FILLED W/ GRAVEL OR COMPACTED STRUCTURAL FILL 6' CONCRETE SLAB. RE W/ Ii4 0 12"oc EACH CENTERED OVER COMP STRUCTURAL FILL HSS COL. PER PLAN EMBED IQ 3/8"x8"x8' W/ (4)1/2 0 x 4" W.H.S. 6' CONCRETE SLAB. REINF. W/ #4 ® 12"oc E.W. CENTERED HOOK REINF. INTO TURNED DOWN SLAB (2)/4 TOP & BOT. FTG. BEYOND (4) (1) REVIEWED FOR g)DE COMPLIANC APPROVED AUG 08 2019 City of Tukwila BUILDING DIVISIO RECEIVED CITY OF TUKWILA JUL 31 2019 PERMIT CENTER CORRECTION LTRiK_�- REVISIONUIO,� _ oundation Plan Scale: 3/32" - 1'-0" STRUCTURAL ENGINEERING 2124 Third Avenue - Suite ioo - Seattle, WA 98121 p:2o6.443.6212 ssfengineers.com 934 Broadway - Tacoma, WA 984os p:253.x849470 ssfengineers.com MEP Copyright 2018 Swenson Say Faget - NI Rights Reserved DRAWN: RWG DESIGN: ABB CHECKED: ABB APPROVED: ABB REVISIONS: Permit Review Feb. 05, 2019 Post Permit Revisions July 26, 2019 JURISDICTIONAL APPROVAL STAMP: PROJECT TITLE: LAM'S MARKET 1 243 Minkler Boulevard Tukwila, WA 98188 ARCHITECT: JACKSON/MAIN 311 First Avenue South Seattle, WA 98104 PH 206 324 4800 ISSUE: Permit SHEET TTTLE: Foundation Plan SCALE: DATE: PROJECT NO: SHEET NO: 3/32" =1'-O" U.N.O. January 15, 2018 10993-2018-04 S2.1 1 (E) GL 51/8x221/2/ . (E) 2x4 0 24"oc o (typical)co I . 2/S4.3 typ. 11/2" 18ga METAL DECK l C ) PER 7/S4.1 W/ G90 COATING (typ. at canopies) SEE S4.4 FOR MEZZANINE FRAMING PLAN 1 (E) GL 51/8x30 Cx N ntt —J UJ (E)GL51/8 (E) GL 51/8x30 — r 4 w w (E) GL 51/a 1/2 ) GL 51/8x221/2 (E) GL 51/8x24 (E) GL 51/8x24 (E) 4x14 0 8'-0Koc (E) GL 51/8x30 03 011) x (E) GL 51/8x30 (E) 4x14 @ 8'-0"oc (E) GL 51/8x30 (E) GL `51/Sx3t112 ; E) GL;51/ex311/2 0 -03 CO 6x6 V' LC) 0 (E) BEAM SPLICES (ty9ical) (E) COLUMNS (typical) (E) GL (E) GL 51/8x30 (E) GL 5 ✓8x30 LVL 13/4x91/2 x 15'-0" EA. SIDE OF (E) 4x16 W/ (2) ROWS #10 x 31/2" SDW SCREWS 0 8"oc, TYP. (E) GL 51/8x30 6x6 6x6 6x6 �)GL51/sx11/2 HANGING! PARTITION PER ARCH. (E) GL 51/8x311/2 6x6 co 6x6 L HSS 10x4x3/16, TYP. TOP OF FRAMING, BOT. OF PLYWOOD AT it-11/2" 1/2" PLYWOOD ROOF OVER JOIST FRAMING 2x12 0 24"oc, TYP. (E) GL 51/8x221/2 00 tl 6x6 2 CX X r) w ( ) GL 51/8x221/2 (E) GL 51/8x221/2 { (I) GL 51/8x221/2 GL 5/2x131/z CONT. ROOF CURB BELOW MECH. UNIT RAILS sits (E) GL 51/8x221/2 F_ 6x6 (E) GL 5 /8x24 (E) GL 51/8x24 HEADER AT WINDOW HEAD A i 0 w HSS 9x6x3/16 AT T WINDOW HEAD ELE 4 8(54.3' HSS sr TIE ROD N H W21 x62 0 5/34.2 CONT. BEAM FRAMED AT BGT OF DROPPED SOFFIT \ 7/54.3 \/, (E) 4x14 0 8'-0"oc TYP. A N. 8/S4.2 - (E) 4x14 LEDGER 1 t On:\ CONN. PER 7/S*.3 METAL DECK T HSS 8x4x1/4 TYP. AT 'HSS' 3'0 SCHED 80 KING POST HSS 10x4x3/16, TYP. HHSS 10x4x3/16, TYP. METAL DECK PER 7/54.1 (-3D Roof Framing Plan t Scale: 3/32" - 1'-0" GL 51/2x12 W/ (3) STUDS EA. END 2x8 0 24'oc TV?. RAFTER 2x12 STRUCT. RIM 2x6 0 24"oc TYP. CLG. JOIST 1/2' PLYWOOD OVER JOIST FRAMING REVIEWED FOR CODE COMPLIANCE APPROVED AUG 08 2019 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA JUL 31 2019 PERMIT CENTER STRUCTURAL ENGINEERING 2134 Third Avenue • Suite too • Seattle, WA g8+zr p: 206.443.62s2 ssfengineers.com 934 Broadway - Tacoma, WA 98402 p: 253.284.947o ssfengineers.com Copyright 2018 Swenson Say Paget - NI Rights Reserved DRAWN: RWG DESIGN: ABB CHECKED: ABB APPROVED: ABB REVISIONS: Permit Review Feb. 05, 2019 Post Permit Revisions July 26, 2019 JURISDICTIONAL APPROVAL STAMP: 111111 PROJECT TITLE: LAM'S MARKET 243 Minkler Boulevard Tukwila, WA 98188 s ARCHITECT: JACKSON/MAIN 311 First Avenue South Seattle, WA 98104 PH 206 324 4800 ISSUE: Permit EMS SHEET TITLE: Roof Framing Plan 3/32° = t'-o" U.N.O. DATE: January 15, 2018 PROJECT NO: 10993-2018-04 SHEET NO: S2.2 KIMCO REALTY 4065 FACTORIA SQUARE MALL SE, SUITE F-10 BELLEVUE, WA98008 PHONE', (425)3733509 EMAIL- PEMSKY§KIMCOREALTY COM CONTACT PETER EMSKY LAM'S SEAFOOD MARKET LOCATION MAP N T.5 ARCHITECT JACKSON l MAIN ARCHITECTURE P.S. 3111ST AVE S ' SEATTLE WA 98104 PHONE: (206) 3244800 EMAIL DAN RASMUSSON§JACKSONMAINCOM CONTACT: DAN RASMUS-SON (SHELL WORK) 243 MINKLER BLVD TU KWI LA, WA 98188 BUILDING PERMIT REVISION 1 APRIL 12, 2019 CIVIL ENGINEER NAVIX ENGINEERING 11235 50 6111Sheet Suite 150 BELLEVUE, WA 98004 PHONE' 425-458-7934 EMAIL JGREEN§ANAVIXENGCOM CONTACT; JA50N GREEN APPLICABLE CODES BUILDING CODE: EXISTING BUILDING CODE' ELECTRICAL CODE' j PLUMBING CODE i MECHANICAL CODE: FIRE CODE ENERGY CODE ACCESSIBILITY CODE: GREEN BUILDING: 2015 INTERNATIONAL BUILDING CODE Wl WA AMENDMENTS 2015 INTERNATIONAL EXISTING BUILDING CODE WI WA AMENDMENTS 2017 NATIONAL ELECTRIC CODE W/ WA AMENDMENTS 2015 INTERNATIONAL PLUMBING CODE Wt WA AMENDMENTS 2015 INTERNATIONAL MECHANICAL CODE W/ WA AMENDMENTS 2015 INTERNATIONAL FIRE CODE Wf WA AMENDMENTS 2015 WASHINGTON STATE ENERGY CODE 2010 ADA STANDARDS -t 2009 CC/ANSI A 117-1 2015 INTERNATIONAL GREEN BUILDING STANDARDS CODE STRUCTURAL ENGINEER SWENSON SAY FAGET 2124 Third Avenue, Suite 100 545514, WA 98121 PHONE: 206.9553735 EMAIL 6BRESKO4SSFENGINEERS COM CONTACT BLAZE 6R£SKO SEPARATE PERMIT REPAIRED FOR. Mechanical ElesSlcel I-E/'Plumbing LSd Gas Piping City of Tukwila BUILDING DIVISION ¢-7r i`/ rg ALd?n 662 11 PROJECT DATA PROJECT ADDRESS. 243 MINKLER BLVD TUKWILI, WA 98108 PARCEL NO: BUILDING TYPE NEW CONSTRUCTION TYPE: GROSS SQUARE FOOTAGE. ALLOWABLE AREA PER IBC 507.13; OCCUPANCY ZONING: REVISIONS 262304)9110, 262304-9079,803510-0000 III_5 III_B 27, 942 SF EXISTING 1,621 SF ADDITIONAL 626 SF - EXTERIOR COOLER 515 SF - INTERIOR ENTRY ADDITION 280 SF " EXTERIOR ENTRY TOWER 29,563 SF TOTAL UNLIMITED M - MERCANTILE TUKWILA URBAN CENTER (TUC) PROJECT DESCRIPTION' I SCOPE CONSISTS OF ADDITION OF A NEW ENTRY STRUCTURE. AND EXTERIOR IMPROVEMENTS TO AN EXISTING RETAIL BUILDING IN THE PARKWAY SUPERCENTER SHOPPING CENTER. NEW INTERIOR WORK NOT IN SCOPE. DEFERRED SUBMITTALS 1, NFPA 13 DRY FIRE SPRINKLER SYSTEM l) CANOPIES & ENTRY TOWER 2_ INTERIOR T.I_ (TO INCLUDE EGRESS AND LIFE SAFETY AND MEP SCOPE) LANDSCAPE ARCHITECT KEN LARGE LANDSCAPE ARCHITECT 21803 NE 17t8 et SAMMAMISH, WA 98074 PHONE (206) 396 7617 EMAIL: CONTACT. KEN LARGE SHEET INDEX: GENERAL G001 ;COVER GO Ot ;PROJECT00INFO. ANNOTATION KEY CIVIL - _--- _ CVR iCOVER SHEET ...._... ._.. _... .D-2.... DEMOLITION SCNOTES AND 0 D-2D ITESC PLAN TSC ANo DETAILS 070 SITE IMPROVEMENT PLAN !C-11SITE NOTES AND DETAILS IC1,2 `.SITE DETAILS C 2,0 GRADING AND D INAGfi PLAN D 1 C 2,1 V GRAD€NG AND DRAINAGE NOTES AND DETAILS ..._.--___-- C-SO ;UTILITY PLAN tC 31!UTILITY NOTES AND DETAILS - SURVEY ISt LIMITED La PLANS TOPOGRAPHIC SURVEY LAND .-_. ..._--- ARCHITECTURAL A_. ;LANDSCAPE AND IRRIGATION PNS A0.0.01 DEMOLITION+FLOOR PLAN - LEVEL 01 A0.02 bEMOLRIDN ROOF PLAN A1.00 SITE PLAN A2.01 .FLOOR PLAN -LEVEL 01 A2.04 ROOF PLAN .___ ....-..._... ' A3.01 EXTERIOR ELEVATIONS A3.02 EXTERIOR ELEVATIONS , A4.01 WALL SECTIONS A4.02 ;WALL SECTIONS A8.02 'EXTERIOR DETAILSNVALL ASSEMBLIES STRUCTURAL - S1.1 'GENERAL STRUCTURAL GENERALSTRUCTURAL NOTES 'S1.2 GENERAL STRUCTURAL NOTES ' S2.1 : FOUNDAT€ON PLAN 52.2 ROOF FRAMING PLAN 53.1 CONCRETE DETAILS STEEL FRAMING DETAILS .84 2 FRAMING DETAILS S4 3 FRAMING DETAILS LEGAL DESCRIPTION TAX LOT NO: 2623048110, 2623044079, 883510-0009 PARCEL A) THAT PORTION OF THE SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER, AND OF THE SOUTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 28, TOWNSHIP 23 NORTH, RANGE 4 EAST, WILLAMETTE 008101AN, IN KING COUNTY, WASHINGTON, AND OF THE ' NORTHWEST QUARTER OF THE NORTHEAST QUARTER, AND OF THE NORTHEAST QUARTER OF THE NORTHWEST QUARTER OF SECTION 35, TOWNSHIP 23 NORTH, RANGE 4 EAST. WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHWEST CORNER OF THE NORTHEAST QUARTER OF SAID SECTION 35;THENCE SOUTH 87°44'08' EAST ALONG THE NORTH LINE OF SAID NORTHEAST QUARTER A DISTANCE OF 14016 FEET TO THE TRUE POINT OF BEGINNING;THENCE SOUTH 02'24'12" WEST PARALLEL TO THE WEST LINE OF SAID NORTHEAST QUARTER A DISTANCE OF 894.23 FEET TO THE NORTH LINE OF THE SOUTH 430 FEET OF THE NORTHWEST QUARTER OF THE NORTHEAST QUARTER OF SAID SECTION 35,THENCE NORTH 87'50'09" WEST ALONG SAID NORTH LINE A DISTANCE OF 140.16 FEET TO THE EAST LINE OF THE NORTHEAST QUARTER OF THE NORTHWEST QUARTER OF SAID SECTION 35,THENCE NORTH 87'50'57' WEST ALONG THE NORTH LINE OF THE SOUTH 430 FEET OF SAID NORTHEAST QUARTER OF THE NORTHWEST QUARTER A DISTANCE OF 177 29 FEET TO A POINT 8 FEET DISTANT NORTHEASTERLY, MEASURED AT RIGHT ANGLES, FROM THE EASTERLY MARGIN OF THE MESS BROTHERS COUNTY ROAD NO 972;THENCE NORTH 11'59'33' WEST ALONG A LINE 6 FEET DISTANT NORTHEASTERLY, MEASURED AT RIGHT ANGLES FROM SAID EASTERLY MARGIN A DISTANCE OF 1771 86 FEET;THENCE CONTINUING ALONG SAID LINE 6 FEET DISTANT NORTHEASTERLY ALONG A CURVE TO THE RIGHT HAVING A RADIUS OF 81537 FEET, AN ARC DISTANCE OF 210 78 FEET THROUGH A CENTRAL ANGLE OF 13'08'08"; THENCE NORTH 01)08'35" EAST ALONG SAID LINE 6 FEET DISTANT NORTHEASTERLY A DISTANCE OF 285 11 FEET TO THE NORTH LINE OF THE SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER OF SPED SECTION 26,THENCE SOUTH 07(55'53" EAST ALONG SAID NORTH LINE A DISTANCE OF 62520 FEET TO THE WEST LINE OF THE SOUTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SAID SECTION 26;THENCE SOUTH 87'65'02" EAST ALONG THE NORTH LINE OF SAID SOUTHWEST QUARTER OF THE SOUTHEAST QUARTER A DISTANCE OF 140.16 FEET;THENCE SOUTH 01'12'25" WEST PARALLEL TO THE WEST LINE OF SAID SOUTHWEST QUARTER OF THE SOUTHEAST QUARTER A DISTANCE OF 1318.77 FEET TO THE TRUE POINT OF BEGINNING; EXCEPT THE NORTH 2 FEET OF THAT PORTION OF THE SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER AND OF THE SOUTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 26, TOWNSHIP 23 NORTH, RANGE 4 EAST, WILLAMETTE MERIDIAN, DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHWEST CORNER OF THE SOUTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SAID SECTION 26; THENCE SOUTH 87.55'02' EAST ALONG THE NORTH LINE OF SAID SOUTHWEST QUARTER OF THE SOUTHEAST QUARTER, A DISTANCE OF 140.16 FEET; THENCE SOUTH 01.12'25' WEST PARALLEL TO THE WEST LINE OF SAID SOUTHEAST QUARTER, A DISTANCE OF 490-00 FEET; THENCE NORTH 86°4T30' WEST, A DISTANCE OF -. 738.90 FEET TO A POINT 6 FEET DISTANT NORTHEASTERLY, MEASURED AT RIGHT ANGLES, FROM THE EASTERLY MARGIN OF MESS BROTHERS COUNTY ROAD NUMBER 972, THENCE NORTH 11°59'33' WEST ALONG SAID LINE 600 FEET DISTANT NORTHEASTERLY, MEASURED AT RIGHT ANGLES, FROM SAID EASTERLY MARGIN, A DISTANCE OF 7.73 FEET TO A POINT OF CURVATURE; THENCE CONTINUING ALONG SAID LINE 6.00 FEET DISTANT NORTHEASTERLY, MEASURED AT RIGHT ANGLES, FROM SAID EASTERLY MARGIN, ALONG A CURVE TO THE RIGHT HAVING A RADIUS OF 919 37 FEET AN ARC DISTANCE OF 210.78 FEET THROUGH A CENTRAL ANGLE OF 13(0858'; THENCE NORTH 01'08'35' EAST ALONG SAID LINE 800 FEET DISTANT NORTHEASTERLY, MEASURED AT RIGHT ANGLES, FROM SAID EASTERLY MARGIN, A DISTANCE OF 285,11 FEET TO THE NORTH LINE OF THE SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER OF SAID SECTION 26; THENCE SOUTH 87)55'53' EAST ALONG SAID LINE A DISTANCE OF 625.20 FEET TO THE WEST LINE OF THE SOUTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 26 AND THE TRUE POINT OF BEGINNING, AND THAT PORTION OF THE SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER OF THE AFOREDESCRIBED PARCEL LYING SOUTH OF THE NORTH 2.00 FEET OF SAID DESCRIBED PARCEL AND ALSO LYING NORTHWESTERLY OF A CURVE HAVING A RADIUS OF 35.09 FEET AND WHICH IS TANGENT TO THE SOUTH LINE OF THE SA€D NORTH 2 00 FEET AND ALSO TANGENT TO A LINE PARALLEL WITH AND 5 00 FEET WEST AS MEASURED AT RIGHT ANGLES TO THE WEST LINE OF THE AFOREDESCRIBED PARCEL, AS CONVEYED TO THE CITY OF TUKWILA FOR MINKLER BOULEVARD BY WARRANTY DEED RECORDED UNDER RECORDING NUMBER 9408290325, TOGETHER WITH THOSE CERTAIN RIGHTS IN A 35 FOOT NO BUILD CORRIDOR AS DEFINED IN RESTRICTIVE COVENANT RECORDED OCTOBER 20, 1972 AND MAY 2, 1973 UNDER RECORDING NUMBER 72102E0584 AND 7305020527. PARCEL B, BEGINNING AT THE NORTHWEST CORNER OF LOT 4, UPLANDS TUK WILA INDUSTRIAL PARK, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 4 OF PLATS, PAGES 8, 9 AND 10, RECORDS OF KING COUNTY, WASHINGTON; THENCE SOUTH 01'12'25" WEST, 42663 FEET ALONG THE WEST LINE OF SAID LOT TO THE SOUTHWEST CORNER OF SAID LOT; THENCE SOUTH 87'55'04" EAST, 11.45 FEET ALONG THE SOUTH LINE OF SAID LOTTO A POINT ON A CURVE, THE RADIUS POINT OF WHICH BEARS SOUTH 78°37'57' EAST, 41088 FEET DISTANT, THENCE NORTHEASTERLY, ALONG THE ARC OF A CURVE CONCAVE TO THE SOUTHEAST HAVING A RADIUS OF 410.88 FEET, THROUGH A CENTRAL ANGLE OF 10°06'25", AND AN ARC LENGTH OF 72 48 FEET; THENCE NORTH 21'28'48' EAST, 14.49 FEET TO A POINT OF CURVATURE THENCE NORTHEASTERLY ALONG THE ARC OF A CURVE TO THE RIGHT HAVING A RADIUS OF 481 45 FEET, THROUGH A CENTRAL ANGLE OF 08°00'00" AND AN ARC LENGTH OF 67.22 FEET; THENCE NORTH 29'28'48" EAST, 41,28 FEET TO A POINT OF CURVATURE,THENCE NORTHEASTERLY, ALONG THE ARC OF A CURVE TO THE RIGHT, HAVING A RADIUS OF 410_88 FEET, THROUGH A CENTRAL ANGLE OF 54(19'591AND AN ARC LENGTH OF 389_63 FEET; THENCE NORTH 27)41'36( EAST, 29.92 TO A POINT ON THE NORTH LINE OF SAID LOT WHICH I5 405.00 FEET FROM THE POINT OF BEGINNING; THENCE NORTH 87'55'02' WEST 405 00 FEET ALONG SAID NORTH LINE TO THE TRUE POINT OF BEGINNING, CITY OF "i.L IWILA APk 11 ZOi9 PERMIT CENTER JACKSON ( MAIN ARCHITECTURE 311 FIRST AVENUE SOUTH SEATTLE WA 98104 t 206 324 4800 UMW ,IACKSONMAIN,COM LAM'S SEAFOOD O CO LT .g1 UIE WAR FOR E'COM PLI.ANC Al Ib{ l Eli_ Ilry of ThkiA, ING Olgil PROJECT NO,: PROJECT MGR.: DRAWN BY: CHECKED BY: 18027 DR LB, W8 ML COVER SHEET GO.00 seeks NARC eireC,RE P.5. 6.11 E w CO Usersllara, ba mes\Document 019 8:41:16 A ARCHITECTURAL ABBREVIATIONS ABV A/C ADA ADDL ADJ AFF AGG AHJ AIA ALT ALUM ANOD ANSI AOR AP ASSOC ASTM BD BLDG BLK BLKG BM BMU BO BP BTB BTWN BW BUR CAB CB CG CJ CL CLG CLO CLR CMU CO COL CONC COND CONT CSMT CSWK CTR CW DBL DEMO DEPT DIA DIM DISP DN DR DS ABOVE AIR CONDITIONING AMERICANS WITH DISABILITIES ACT ADDITIONAL ADJUST(ABLE) ABOVE FINISHED FLOOR AGGREGATE AUTHORITIESOTY) HAVING JURISDICTION AMERICAN INSTITUTE OF ARCHITECTS ALTERNATE OR ALTERNATIVE ALUMINUM ANODIZED AMERICAN NATIONAL STANDARDS INSTITUTE ARCHITECT OF RECORD ACCESS PANEL ASSOCIATION(S) AMERICAN SOCIETY FOR TESTING AND MATERIALS BOARD BUILDING BLOCK BLOCKING BEAM or BENCH MARK BRICK MASONRY UNIT BOTTOM OF BUILDING PAPER BACK TO BACK BETWEEN BACK OF WALK or BOTTOM WIDTH BUILT UP ROOF CABINET CATCH BASIN CORNER GUARD CONTROL JOINT CENTER LINE or CHAIN LINK CEILING CLOSET CLEARANCE CONCRETE MASONRY UNIT CLEAN OUT COLUMN CONCRETE CONDITION(AL) CONTINUE(UOUS) CASEMENT CASEWORK CENTER COLD WATER DOUBLE DEMOLISH(ED) or DEMOLITION DEPARTMENT DIAMETER DIMENSION DISPENSER or DISPOSAL DOWN DOOR DOWNSPOUT TYPICAL SYMBOLS NUMBER - --- LETTER - SECTION SHEET VIEW/ELEVATION DTL DW DWG(S) (E) E EA EJ ELEC ELEV EMER ENCL FOR EPX EQ EQP ETC EXT (F) FC FE FEC FF FFE FIN FLR FND FO FOC FOF FOM FOS FOW FRM FT FURN FURR GA GALV GAR GB GD GR GYP GYP BD GYP CEM GYP SH HB HDRL HDW HM HR HT HVAC DETAIL DISHWASHER DRAWING(S) EXISTING EAST EACH EXPANSION JOINT ELECTRIC(AL) ELEVATOR EMERGENCY ENCLOSURE ENGINEER OF RECORD EPDXY (PAINT) EQUAL EQUIPMENT ET CETERA EXTERIOR FUTURE FIBER CEMENT FIRE EXTINGUISHER & BRACKET FIRE EXTINGUISHER CABINET FINISHED FLOOR FINISHED FLOOR ELEVATION FINISH(ED) FLOOR(ING) FOUND(ATION) FACE OF FACE OF CONCRETE FACE OF FINISH FACE OF MASONRY FACE OF STUD or FACE OF STEEL FACE OF WALL FRAME (0) FOOT or FEET FURNISH FURRING GAUGE or GYPSUM ASSOCIATION GALVANIZED GARAGE GRAB BAR GRID LINE GRADE GYPSUM GYPSUM BOARD GYPSUM CEMENT GYPSUM SHEATHING HOSE BIB HANDRAIL HARDWARE HOLLOW METAL HOUR HEIGHT HEATING, VENTILATING, AIR CONDITIONING IBC INTERNATIONAL BUILDING CODE ICC INTERNATIONAL CODE COUNCIL SHEET REFERENCE GRID LINES OVERALL BUILDING SECTION PARTIAL BUILDING SECTION WALL SECTION INTERIOR ELEVATION REFERENCE EXTERIOR ELEVATION REFERENCE CALL OUT IFC IMC IPC IN INCL INSUL INT JAN JC JCT JST JT KD KP KO LAM LAV LOC MAINT MANF MATL MAX MDF MECH MEMB MEP MIN MISC MR MTD MTL MULL (N) N N/A NIC NOM NTP NTS OC OD OFCI OFOI OL OLF OPP OPT ORIG OTS OVHD NOTE: ALL ABBREVIATIONS MAY NOT BE USED, ABBREVIATIONS MAY BE USED IN CONJUNCTION WITH EACH OTHER INTERNATIONAL FIRE CODE INTERNATIONAL MECHANICAL CODE INTERNATIONAL. PLUMBING CODE INCH INCLUDE(D) or (ING) INSULATE(0) or INSULATION INTERIOR or INTERSECTION JANITOR JANITORS CLOSET JUNCTION JOIST JOINT KNOCK DOWN KICKPLATE KNOCK OUT LAMINATE(D) LAVATORY LIMITS OF CONSTRUCTION MAINTENANCE MANUFACTURE(R) or (D) MATERIAL MAXIMUM MEDIUM DENSITY FIBERBOARD MECHANIC(AL) MEMBANE MECHANICAL, ELECTRICAL, & PLUMBING MINIMUM or MINUTE MISCELLANEOUS MOISTURE RESISTANT MOUNTED METAL MULLION NEW NORTH NOT APPLICABLE or NOT AVAILABLE NOT IN CONTRACT NOMINAL NOTICE TO PROCEED NOT TO SCALE ON CENTER OUTSIDE DIAMETER or OUTSIDE DIMENSION OWNER FURNISHED, CONTRACTOR INSTALLED OWNER FURNISHED, OWNER INSTALLED OCCUPANT LOAD OCCUPANT LOAD FACTOR OPPOSITE OPTION(AL) OROGIN(AL) OPEN TO STRUCTURE OVERHEAD P PAINT(ED) PANL PANEL PC PED PEN PERF PERIM PKG PL PLAM PLWD POC PR PRE -FIN PRCST PROP PT PUD QA QC QTY R RCP RD RECT REF REFR REINF RELOC REM REPL REQD RES RET RETW REV RM RND RO ROW RP RSF RSVR S SAM SAN SC SCHED SECT SF SIM SMACNA SP SPEC SQ SS STC STD CEL SHEET cD - ELEVATION T rPARAPET — DATUM NAME ELEVATION 100'-0" DATUM LOCATION Room name 101 I------ ROOM ROOM TAG 150 SR, NUMBER AREA LOCATION DETAIL REFERENCE NORTH ARROW DATUM TAG SPOT ELEVATION TAG (IN PLAN) ROOM NAME (101) TYPE CENTER LINE DOOR TAG - NUMBER WINDOW / OR LETTER i RECITE TAG -- NUMBER (11.0; KEYNOTE 1I�M1 I —. 1_A. FE x SEE WALL ASSEMBLY SHEET FOR MORE INFORMATION SEE WALL ASSEMBLY SHEET FOR MORE INFORMATION - NUMBER STUDIO RM# : 101 'OCC. : R-2 AREA ) :OLF 1:200 OL 3] 12 1/2 SLOPE 1/2:12 CLOUD DELTA PORTLAND CEMENT or PRECAST CONCRETE PEDESTRIAN PENETRATION PERFORATE(D) PERIMETER PARKING or PACKAGE PROPERTY LINE or PLATE PLASTIC LAMINATE PLYWOOD POINT OF CONNECTION PAIR PRE -FINISH PRECAST PROPERTY PRESSURE TREATED PLANNED URBAN DEVELOPMENT or PLANNED UNIT DEVELOPMENT QUALITY ASSURANCE QUALITY CONTROL QUANTITY RISER REFLECTED CEILING PLAN ROOF DRAIN RECTANGULAR REFERENCE or REFER TO REFRIGERATOR REINFORCE(D) or (ING) RELOCATE(D) or (TION) REMOVAL or REMARK REPLACE REQUIRED RESIDENCE or (TIAL) RETENTION or RETURN RETAILING WALL REVISE(D) or (ION) ROOM ROUND ROUGH OPENING RIGHT OF WAY REFERENCE POINT RESURFACE RESERVOIR SOUTH SELF ADHERING MEMBRANE SANITARY SOLID CORE SCHEDULE SECTION SQUARE FEET (FOOT) SIMILAR SHEET METAL & AIR CONDITIONING CONTRACTORS NATIONAL ASSOCIATION STANDPIPE SPECIFICATION(S) SQUARE STAINLESS STEEL SOUND TRANSMISSION CLASSIFICATION STANDARD TYPICAL HATCHES WALL TAG MEDICAL WALL TAG REVISION TAG FIRE EXTINGUISHER EXIT LIGHTING EGRESS ARROW AND OCCUPANT LOAD EXITING EGRESS DIRECTION PATH OF TRAVEL ROOM TAG / OCCUPANT LOAD CALCULATOR SLOPE INDICATOR SLOPE ARROW BREAK LINE REVISION CLOUD P�iAI MI 0 1211 ETA A STOR STRUC SUB SUPP SURF SUSP SWK SYM T T&B T&G TEMP THK TO TOC TRANS TYP UFC UL UNF UNTR UON UOS UPS USPS UTIL UV V VAR VB VD VE VECP VERP VERT VG VIF VOL VW W W/ WC WCO WD WF WG WH W/0 WOM WP WPM WRB WS WT WWF STORAGE STRUCTURE SUBSTITUTION SUPPLEMENT or SUPPLY(ER) SURFACE SUSPEND(ED) SIDEWALK SYMBOL or SYMMETRICAL TREAD TOP & BOTTOM TOP & GROOVE TEMPORARY or TEMPERATURE THICK(NESS) TOP OF TOP OF CURB TRANSFORMER TYPICAL UNIFORM FIRE CODE UNDERWRITERS LABORATORIES UNFINISHED UNTREATED UNLESS OTHERWISE NOTED UNDERSIDE OF STRUCTURE UNINTERRUPTED POWER SUPPLY UNITED STATES POSTAL SERVICE UTILITIES UNIT VENTILATOR or ULTRA VIOLET VOLTS VARIES VAPOR BARRIER VOLUME DAMPER VALUE ENGINEERING VALUE ENGINEERING CHANGE PROPOSAL VERTICAL PANEL VERTICAL VERTICAL GRAIN or VARIABLE GRADE VERIFY IN FIELD VOLUME VARIABLE WIDTH WEST or WIDTH or WIDE WITH WATER CLOSET WALL CLEANOUT WOOD WIDE FLANGE WIRE GLASS WATER HEATER WITHOUT WALK OFF MAT WATERPROOF(ING) WATERPROOFING MEMBRANE WEATHER RESISTANT BARRIER WATERSTOP or WAINSCOT WEIGHT WELDED WIRE FABRIC YD YARD(S) ALUMINUM CONCRETE EARTH INSULATION, BATT INSULATION, GRID GLASS GRAVEL GYPSUM WALL BOARD LUMBER, FINISHED CONCRETE MASONRY (CMU) MASONRY, BRICK / VENEER PLYWOOD SAND STEEL WOOD BLOCKING WOOD MEMBER REVIEWED FOR CODE COMPLIANCE APPROVED APR 252019 City of Tukwila BUILDING DIVISION auk i _t Jllty f:ECEWVEil CITY OF 1UKW'ILA APR 11 2019 PERMIT CENTER JACKSON I MAIN ARCHITECTURE 311 FIRST AVENUE SOUTH SEATTLE, WA 98104 t 206.324 4800 W W W.JACKSONMAIN.COM LLI NQ 0 2 J J 2 LU D O C5 0 U) SS LcU)J 0UJm U 0 L 0 w 0 5 PERMIT CORRECTIONS 01 1:BUILDING PERMIT SUBMITTAL O z w 0 PROJECT NO.: PROJECT MGR.: DRAWN BY: CHECKED BY: 18027 DR LB ML PROJECT INFO. & ANNOTATION KEY G0.01 JACKSON I MAIN ARCHITECTURE P.S. m 2018 E rn 0 N fri N 0 J Cvt 0 0 i O 0, E c ▪ 0 c SITE 73 MINKLER BLVD daVd 213AOQNV VICINITY MAP NTS OWNER/DEVELOPER KIMCO REALTY 4065 FACTORIA MALL SE, SUITE F10 BELLEVUE, WA 98006 (425) 373-3509 CONTACT: PETER EMSKY GOVERNING AGENCIES CITY OF TUKWILA 6200 SOUTHCENTER BLVD TUKWILA, WA 98188 (206) 433-6800 CONSULTANTS CIVIL: NAVIX ENGINEERING 11235 SE 6TH STREET, SUITE 150 BELLEVUE, WA 98004 (425) 458-7934 CONTACT: JASON GREEN (425) 458-7896 CONTACT: JENELLE TAFLIN, P.E. ARCHITECT: JACKSON MAIN ARCHITECTURE 311 FIRST AVENUE SOUTH SEATTLE, WA 98104 (206) 324-4800 CONTACT: BRYANT BRONSON SURVEYOR: AXIS SURVEYING & MAPPING 15241 NE 90TH STREET REDMOND, WA 98052 (425) 823-5700 CONTACT: ZANE NALL, PLS. EXISTING LEGEND UTILITIES WATER: TUKWILA WATER DISTRICT 6300 SOUTHCENTER BLVD, SUITE 100 TUKWILA, WA 98168 (206) 433-0179 SEWER: TUKWILA SEWER DISTRICT 6300 SOUTHCENTER BLVD, TUKWILA, WA 98168 (206) 433-0179 STORM WATER: CITY OF TUKWILA 6200 SOUTHCENTER BLVD TUKWILA, WA 98188 (206) 433-6800 LAM'S SEAFOOD MARKET CIVIL CONSTRUCTION DOCUMENTS 17300 SOUTHCENTER PKWY TUKWILA, WA 98188 SW 1/4 OF SE 1/4 OF SECTION 26, TOWNSHIP 23N, RANGE 4E. W.M. DATUM/BASIS OF BEARINGS HORIZONTAL: NAD '83/'11 GPS 2011 WASHINGTON NORTH ZONE VERTICAL: NAVD '88 PER CITY OF TUKWILA POINT NO. F-14, 3" BRASS DISC MARKED "SURVEY MON" AS FOUND IN THE BACK OF WALK. ELEVATION: 27.27 SUITE 100 BASIS OF BEARINGS: HELD A BEARING OF NORTH 11'59'33" WEST ALONG THE MONUMENTED CENTERLINE OF SOUTHCENTER PARKWAY PER RECORD OF SURVEY BY CHADWICK & WINTERS LAND SURVEYING RECORDING NUMBER 9905129003. POWER: PUGET SOUND ENERGY 10885 NE 4TH ST BELLEVUE, WA 98004 (888) 225-5773 FIRE DEPARTMENT: TUKWILA FIRE DEPARTMENT 444 ANDOVER PARK EAST TUKWILA, WA 98188 (206) 575-4404 NATURAL GAS: PUGET SOUND ENERGY 10885 NE 4TH ST BELLEVUE, WA 98004 (888) 225-5773 TELECOMMUNICATION: CENTURYUNK 1600 BELL PLAZA SEATTLE, WA 98191 (206) 345-2211 BUILDING/PLANNING: DEPARTMENT OF COMMUNITY DEVELOPMENT 6300 SOUTHCENTER BLVD, SUITE 100 TUKWILA, WA 98188 (206) 431-3670 `l^J LUMINAIRE (LUM.) YARD LIGHT POWER METER POWER POLE JUNCTION BOX (AS NOTED) TELEPHONE MANHOLE CATCH BASIN (CB) STORM MANHOLE (SDMH) SANITARY SEWER MANHOLE (SSMH) CLEANOUT (AS NOTED) GAS METER GAS VALVE WATER VALVE (WV) FIRE HYDRANT(FH) / CONNECTION(FDC) WATER MANHOLE WATER METER BLOW -OFF / AIRVAC SIGN MONITOR WELL DIRECTIONAL ARROW SURVEY MONUMENT (AS NOTED) BENCHMARK SECTION CORNER (AS NOTED) o FOUND REBAR/CAP (AS NOTED) O FOUND LEAD/TACK SURVEY CONTROL STATION R IIMEN X --- 7/- w - G -T(xX)- -P(XX)- - So - SS PROPERTY UNE HANDICAP CONCRETE GRAVEL/SAND (AS NOTED) ASPHALT BUILDING LINE CHAIN LINK FENCE WOOD FENCE BARBED WIRE FENCE HOGWIRE FENCE WATER LINE GAS LINE OVERHEAD/UNDERGROUND TEL. LINE OVERHEAD/UNDERGROUND PWR. LINE STORM LINE SEWER LINE BENCHMARKS TEMPORARY BENCHMARK: TBM 'A' SET 'X' ON TOP WESTERLY 3/4" BOLT IN ECO-BLOCK WALL AT SOUTHEASTERLY END OF TOPOGRAPHIC MAPPING. ELEVATION: 27.83' TBM 'B' SET MAG NAIL W/AXIS CONTROL WASHER IN PARKING LOT ±4' EAST OF NORTH END OF PLANTER ISLAND IN FRONT OF PARTY CITY. ELEVATION: 24.47' SITE DMA PARCEL NUMBERS: ZONING: EXISTING USE: PROPOSED USE: AREA CALCULATIONS TOTAL SITE: 2623049110, 2623049079, 8835100000 TUKWILA URBAN CENTER - COMMERCIAL CORRIDOR (TUCC-CC) TUKWILA URBAN CENTER - WORKPLACE (TUCC-WP) SHOPPING CENTER SHOPPING CENTER TOTAL AREA OF DISTURBANCE: NEW BUILDING: NEW IMPERVIOUS SURFACE: 1,222,394± S.F. (28.06± ACRES) 12,950± S.F. (0.30± ACRES) 550± S.F. (0.01± ACRES) 360± S.F. (0.01± ACRES) REPLACED IMPERVIOUS SURFACE: 10,430± S.F. (0.24± ACRES) NEW PERVIOUS SURFACE: 1,300± S.F. (0.03± ACRES) REPLACED PERVIOUS SURFACE: 310± S.F. (0.01± ACRES) LEGAL DESCRIPTION BY SURVEYOR PARCEL A: THAT PORTION OF THE SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER, AND OF THE SOUTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 26, TOWNSHIP 23 NORTH, RANGE 4 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON, AND OF THE NORTHWEST QUARTER OF THE NORTHEAST QUARTER, AND OF THE NORTHEAST QUARTER OF THE NORTHWEST QUARTER OF SECTION 35, TOWNSHIP 23 NORTH, RANGE 4 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHWEST CORNER OF THE NORTHEAST QUARTER OF SAID SECTION 35; THENCE SOUTH 87'44108"EAST ALONG THE NORTH LINE OF SAID NORTHEAST QUARTER A DISTANCE OF 140.16 FEET TO THE TRUE POINT OF BEGINNING; THENCE SOUTH 022412'WEST PARALLEL TO THE WEST LINE OF SAID NORTHEAST QUARTER A DISTANCE OF 894.23 FEET TO THE NORTH LINE OF THE SOUTH 430 FEET OF THE NORTHWEST QUARTER OF THE NORTHEAST QUARTER OF SAID SECTION 35; THENCE NORTH 87'50'09"WEST ALONG SAID NORTH LINE A DISTANCE OF 140.16 FEET TO THE EAST LINE OF THE NORTHEAST QUARTER OF THE NORTHWEST QUARTER OF SAID SECTION 35; THENCE NORTH 87'50'57"WEST ALONG THE NORTH LINE OF THE SOUTH 430 FEET OF SAID NORTHEAST QUARTER OF THE NORTHWEST QUARTER A DISTANCE OF 177.29 FEET TO A POINT 6 FEET DISTANT NORTHEASTERLY, MEASURED AT RIGHT ANGLES, FROM THE EASTERLY MARGIN OF THE MESS BROTHERS COUNTY ROAD NO 972; THENCE NORTH 11'59'33'WEST ALONG A LINE 6 FEET DISTANT NORTHEASTERLY, MEASURED AT RIGHT ANGLES FROM SAID EASTERLY MARGIN A DISTANCE OF 1771.86 FEET; THENCE CONTINUING ALONG SAID UNE 6 FEET DISTANT NORTHEASTERLY ALONG A CURVE TO THE RIGHT HAVING A RADIUS OF 919.37 FEET, AN ARC DISTANCE OF 210.78 FEET THROUGH A CENTRAL ANGLE OF 13'08'08`; THENCE NORTH 01'08'35"EAST ALONG SAID LINE 6 FEET DISTANT NORTHEASTERLY A DISTANCE OF 285.11 FEET TO THE NORTH UNE OF THE SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER OF SAID SECTION 26; THENCE SOUTH 87'S5'S3°EAST ALONG SAID NORTH LINE A DISTANCE OF 625.20 FEET TO THE WEST LINE OF THE SOUTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SAID SECTION 26; THENCE SOUTH 87'5502°EAST ALONG THE NORTH LINE OF SAID SOUTHWEST QUARTER OF THE SOUTHEAST QUARTER A DISTANCE OF 140.16 FEET; THENCE SOUTH 01'1225"WEST PARALLEL TO THE WEST LINE OF SAID SOUTHWEST QUARTER OF THE SOUTHEAST QUARTER A DISTANCE OF 1318.77 FEET TO THE TRUE POINT OF BEGINNING; EXCEPT THE NORTH 2 FEET OF THAT PORTION OF THE SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER AND OF THE SOUTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 26, TOWNSHIP 23 NORTH, RANGE 4 EAST, WILLAMETTE MERIDIAN. DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHWEST CORNER OF THE SOUTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SAID SECTION 26; THENCE SOUTH 87'5502"EAST ALONG THE NORTH LINE OF SAID SOUTHWEST QUARTER OF THE SOUTHEAST QUARTER, A DISTANCE OF 140.16 FEET; THENCE SOUTH 011225"WEST PARALLEL TO THE WEST LINE OF SAID SOUTHEAST QUARTER, A DISTANCE OF 490.00 FEET; THENCE NORTH 88'47'35" WEST, A DISTANCE OF 738.90 FEET TO A POINT 6 FEET DISTANT NORTHEASTERLY, MEASURED AT RIGHT ANGLES, FROM THE EASTERLY MARGIN OF MESS BROTHERS COUNTY ROAD NUMBER 972; THENCE NORTH 11'59'33"WEST ALONG SAID LINE 6.00 FEET DISTANT NORTHEASTERLY, MEASURED AT RIGHT ANGLES, FROM SAID EASTERLY MARGIN, A DISTANCE OF 7.73 FEET TO A POINT OF CURVATURE; THENCE CONTINUING ALONG SAID UNE 6.00 FEET DISTANT NORTHEASTERLY, MEASURED AT RIGHT ANGLES, FROM SAID EASTERLY MARGIN, ALONG A CURVE TO THE RIGHT HAVING A RADIUS OF 919.37 FEET AN ARC DISTANCE OF 210.78 FEET THROUGH A CENTRAL ANGLE OF 13'08081 THENCE NORTH 01'08'35"EAST ALONG SAID LINE 6.00 FEET DISTANT NORTHEASTERLY, MEASURED AT RIGHT ANGLES, FROM SAID EASTERLY MARGIN, A DISTANCE OF 285.11 FEET TO THE NORTH LINE OF THE SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER OF SAID SECTION 26; THENCE SOUTH 87'55'53"EAST ALONG SAID LINE A DISTANCE OF 625.20 FEET TO THE WEST LINE OF THE SOUTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 26 AND THE TRUE POINT OF BEGINNING, AND THAT PORTION OF THE SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER OF THE AFOREDESCRIBED PARCEL LYING SOUTH OF THE NORTH 2.00 FEET OF SAID DESCRIBED PARCEL AND ALSO LYING NORTHWESTERLY OF A CURVE HAVING A RADIUS OF 35.00 FEET AND WHICH IS TANGENT TO THE SOUTH LINE OF THE SAID NORTH 2.00 FEET AND ALSO TANGENT TO A UNE PARALLEL WITH AND 5.00 FEET WEST AS MEASURED AT RIGHT ANGLES TO THE WEST LINE OF THE AFOREDESCRIBED PARCEL, AS CONVEYED TO THE CITY OF TUKWILA FOR MINKLER BOULEVARD BY WARRANTY DEED RECORDED UNDER RECORDING NUMBER 9408290325, TOGETHER WITH THOSE CERTAIN RIGHTS IN A 35 FOOT NO BUILD CORRIDOR AS DEFINED IN RESTRICTIVE COVENANT RECORDED OCTOBER 20, 1972 AND MAY 2, 1973 UNDER RECORDING NUMBER 7210200584 AND 7305020527. PARCEL B: BEGINNING AT THE NORTHWEST CORNER OF LOT 4, UPLAND'S TUKWILA INDUSTRIAL PARK, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 4 OF PLATS, PAGES 8, 9 AND 10, RECORDS OF KING COUNTY, WASHINGTON; THENCE SOUTH 011225"WEST, 426.63 FEET ALONG THE WEST UNE OF SAID LOT TO THE SOUTHWEST CORNER OF SAID LOT; THENCE SOUTH 87'55'04" EAST, 11.45 FEET ALONG THE SOUTH LINE OF SAID LOT TO A POINT ON A CURVE, THE RADIUS POINT OF WHICH BEARS SOUTH 78'37'57"EAST, 410.88 FEET DISTANT; THENCE NORTHEASTERLY, ALONG THE ARC OF A CURVE CONCAVE TO THE SOUTHEAST HAVING A RADIUS OF 410.88 FEET, THROUGH A CENTRAL ANGLE OF 10'0625", AND AN ARC LENGTH OF 72.48 FEET; THENCE NORTH 2128'48"EAST, 14.49 FEET TO A POINT OF CURVATURE; THENCE NORTHEASTERLY ALONG THE ARC OF A CURVE TO THE RIGHT HAVING A RADIUS OF 481.45 FEET, THROUGH A CENTRAL ANGLE OF 08'00'00'AND AN ARC LENGTH OF 67.22 FEET; THENCE NORTH 2928'48'EAST, 41.25 FEET TO A POINT OF CURVATURE; THENCE NORTHEASTERLY, ALONG THE ARC OF A CURVE TO THE RIGHT, HAVING A RADIUS OF 410.88 FEET, THROUGH A CENTRAL ANGLE OF 541959'AND AN ARC LENGTH OF 389.63 FEET; THENCE NORTH 27'41'36" EAST, 29.92 TO A POINT ON THE NORTH LINE OF SAID LOT WHICH IS 405.00 FEET FROM THE POINT OF BEGINNING; THENCE NORTH 87'55'02" WEST 405.00 FEET ALONG SAID NORTH LINE TO THE TRUE POINT OF BEGINNING. SHEET INDEX CVR-1 D-1.0 D-2.0 D-2.1 C-1.0 C-1,1 C-1.2 C-2.0 C-2.1 C-3.O C-3.1 SHEET 1 OF 1 COVER SHEET DEMOLITION PLAN TESC PLAN TESC NOTES AND DETAILS SITE IMPROVEMENT PLAN SITE NOTES AND DETAILS SITE DETAILS GRADING AND DRAINAGE PLAN GRADING AND DRAINAGE NOTES AND DETAILS UTILITY PLAN UTILITY NOTES AND DETAILS LIMITED TOPOGRAPHIC SURVEY APPROVE[': 4P? o Ity +J? •I amo,, I.1L1(..c.. Wc?rK, GENERAL NOTES (NAVIX) SITE WORK FOR THIS PROJECT SHALL MEET OR EXCEED THE PROJECT SPECIFICATIONS, THE CITY OF TUKWILA STANDARD SPECIFICATIONS, AND THE A.P.W.A. STANDARDS WHICH ARE HEREBY REFERENCED AS PART OF THESE PLANS. THE DESIGN SHOWN IS BASED UPON THE ENGINEER'S UNDERSTANDING OF THE EXISTING CONDITIONS. THE PLAN DOES NOT REPRESENT A DETAILED FIELD SURVEY. THE EXISTING CONDITIONS SHOWN ON THIS PLAN SHEET ARE BASED UPON LIMITED TOPOGRAPHY SURVEY FOR LAM'S MARKET PREPARED BY AXIS SURVEY & MAPPING, DATED DECEMBER 10, 2018. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING FIELD CONDITIONS PRIOR TO BIDDING THE PROPOSED SITEWORK IMPROVEMENTS. IF CONFLICTS ARE DISCOVERED, THE CONTRACTOR SHALL NOTIFY THE OWNER PRIOR TO INSTALLATION OF ANY PORTION OF THE SITEWORK WHICH WOULD BE AFFECTED. IF CONTRACTOR DOES NOT ACCEPT EXISTING SURVEY, INCLUDING TOPOGRAPHY AS SHOWN ON THE PLANS, WITHOUT EXCEPTION, HE SHALL HAVE MADE, AT HIS OWN EXPENSE, A TOPOGRAPHIC SURVEY BY A REGISTERED LAND SURVEYOR AND SUBMIT IT TO THE OWNER FOR REVIEW. CAUTION - NOTICE TO CONTRACTOR THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND, WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INF CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN 0 THENOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. H'FVI�V'3ED FOR CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COM 1CCMPLIANCE LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACAPPROVED FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPON BILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES ICH n 2 5 2019 SE ' PLANS. City of Tukwila BUILDING DIVISIO 11235 s.e. 61b streel suite 150 bellevue. wa 98004 GENERAL NOTES (CITY OF TUKWILA) I 1. LOCATIONS SHOWN FOR EXISTING UTIUTIES ARE APPROXIMATE. 2. AT LEAST 48 HOURS BEFORE STARTING PROJECT SITE WORK, NOTIFY THE UTIUTIES INSPECTOR AT 206-433-0179. 3. REQUEST A PUBLIC WORKS UTILITY INSPECTION AT LEAST 24 HOURS IN ADVANCE BY CALLING 206-433-0179. 4. THE CONTRACTOR ASSUMES SOLE RESPONSIBILITY FOR WORKER SAFETY, AND DAMAGE TO STRUCTURES AND IMPROVEMENTS RESULTING FROM CONSTRUCTION OPERATIONS. 5. THE CONTRACTOR SHALL HAVE THE PERMIT(S) AND CONDITIONS, THE APPROVED PLANS, AND A CURRENT COPY OF CITY OF TUKWILA DEVELOPMENT GUIDELINES AND DESIGN AND CONSTRUCTION STANDARDS AVAILABLE AT THE JOB SITE. 6. ALL WORK SHALL CONFORM TO THESE APPROVED DRAWINGS. ANY CHANGES FROM THE APPROVED PLANS REQUIRE PRE -APPROVAL FROM THE OWNER, THE ENGINEER, AND THE CITY OF TUKWILA. 7. ALL METHODS AND MATERIALS SHALL MEET CITY OF TUKWILA DEVELOPMENT GUIDEUNES AND DESIGN AND CONSTRUCTION STANDARDS, UNLESS OTHERWISE APPROVED BY THE PUBUC WORKS DIRECTOR. 8. CONTRACTOR SHALL MAINTAIN A CURRENT SET OF RECORD DRAWINGS ON -SITE. 9. CONTRACTOR SHALL PROVIDE RECORD DRAWINGS PRIOR TO PROJECT FINAL APPROVAL. 10. PROVIDE TRAFFIC CONTROL AND STREET MAINTENANCE PLAN FOR PUBLIC WORKS APPROVAL BEFORE IMPLEMENTATION. DEVELOPMENT GUIDELINES AND DESIGN AND CONSTRUCTION nu -oval STANDARDS B-2. CITY OF TUKWILA 12. REPLACE OR RELOCATE ALL SIGNS DAMAGED OR REMOVED DUE TO CONSTRUCTION. 13. RETAIN, REPLACE OR RESTORE EXISTING VEGETATION IN APR 11 2119 CVR-1 RIGHTSOF-WAY, EAMENTS, AND ACCESS TRACTS. JACKSON I MAIN ARCHITECTURE 311 FIRST AVENUE SOUTH SEATTLE, WA98104 t 206.324.4800 WWW.JACKSONMAIN.COM NAVIX SITE I CIVIL 425A53.9501 f. 425 453.8208 www.navixeng.com CO 00 r 00 d7 DESCRIPTION [ BUILDING PERMIT SUBMITTAL BUILDING PERMIT RESUBMTTTAL - N rig. 03/22/20/9 PROJECT NO.: PROJECT MGR.: DRAWN BY: CHECKED BY: 50528006 JKG JKG/RJH JET COVER SHEET 14 IT CEN1ti?ON I MAIN ARCHITECTURE P.S. 02018 E v Mar 22, 2019 — 0 m Seafood\2Drawings\ IMO AND --S W s ONO N iw l SS 3w -- ---1e � 1 -- S 5 DEMOLITION NOTES (NAVIX) SD w SS — SS -- w SD IMP MS SD -- SD — — -- SD— S —SD- 10' ELECTRIC 16 ESMT. REC. NO. 7610120665 1. DEMOLITION NOTES ARE FOR CLARIFICATION ONLY AND ARE SHOWN FOR THE CONTRACTOR'S BENEFIT. THESE NOTES ARE NOT INTENDED TO BE COMPREHENSIVE. THE CONTRACTOR SHALL REMOVE OR RELOCATE ALL EXISTING ON —SITE IMPROVEMENTS NECESSARY TO ACCOMMODATE THE PROPOSED CONSTRUCTION. 2. THE DESIGN SHOWN IS BASED UPON THE ENGINEER'S UNDERSTANDING OF THE EXISTING CONDITIONS. THE PLAN DOES NOT REPRESENT A DETAILED FIELD SURVEY. THE EXISTING CONDITIONS SHOWN ON THIS PLAN SHEET ARE BASED UPON THE LIMITED TOPOGRAPHY SURVEY FOR LAM'S MARKET PREPARED BY AXIS SURVEY & MAPPING, DATED DECEMBER 10, 2018. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING FIELD CONDITIONS PRIOR TO BIDDING THE PROPOSED SITEWORK IMPROVEMENTS. IF CONFLICTS ARE DISCOVERED, THE CONTRACTOR SHALL NOTIFY THE OWNER PRIOR TO INSTALLATION OF ANY PORTION OF THE SITEWORK WHICH WOULD BE AFFECTED. IF CONTRACTOR DOES NOT ACCEPT EXISTING SURVEY, INCLUDING TOPOGRAPHY AS SHOWN ON THE PLANS, WITHOUT EXCEPTION, HE SHALL HAVE MADE, AT HIS OWN EXPENSE, A TOPOGRAPHIC SURVEY BY A REGISTERED LAND SURVEYOR AND SUBMIT IT TO THE OWNER FOR REVIEW. 3. CONTRACTOR IS TO REMOVE ALL EXISTING SURFACE IMPROVEMENTS AND DEBRIS WITHIN THE UMITS OF WORK UNLESS OTHERWISE NOTED. ALL DEBRIS FOUND ON SITE SHALL BE DISPOSED OF IN ACCORDANCE WITH APPLICABLE STATE CODES. 4. CONTRACTOR TO PROTECT EXISTING FEATURES WHICH ARE TO REMAIN. 5. ABANDONED PIPES LOCATED OUTSIDE PROPOSED BUILDING PAD UMITS WITH AN EXCESS OF 3' COVER MAY BE DECOMMISSIONED AND ABANDONED IN PLACE, PROVIDED THAT THESE ABANDONED UTILITIES ARE GROUTED AND CAPPED. EXISTING SUBSURFACE IMPROVEMENTS AND DEBRIS WITHIN THE PROPOSED BUILDING PAD AREA, INCLUDING 10' BEYOND FOUNDATIONS, SHALL BE REMOVED. 6. CONTRACTOR SHALL NOTIFY THE KING COUNTY METRO CONSTRUCTION INFORMATION CENTER (CIC) AT LEAST TWO WEEKS PRIOR TO CONSTRUCTION. CONTRACTOR SHALL COORDINATE WITH CIC AS NEEDED DURING CONSTRUCTION. CIC PHONE: 206.684.2732, EMAIL: CONSTRUCTION.000RDOMETROKC.GOV. 7. CONTRACTOR TO CONFIRM EXISTING TRAIN TRACK REMOVAL AS REQUIRED. 8. THE DUFF LAYER AND NATIVE TOPSOIL SHALL BE RETAINED IN AN UNDISTURBED STATE TO THE MAXIMUM EXTENT PRACTICABLE. ANY DUFF LAYER OR TOPSOIL REMOVED DURING GRADING SHALL BE STOCKPILED ON —SITE IN A DESIGNATED, CONTROLLED AREA NOT ADJACENT TO PUBLIC RESOURCES AND CRITICAL AREAS. THE MATERIAL SHALL BE REAPPLIED TO OTHER PORTIONS OF THE SITE WHERE FEASIBLE, PER THE 2010 TUKWILA INFRASTRUCTURE DESIGN AND CONSTRUCTION STANDARDS, SECTION 5.6.6.1. SD — — — S� S w — — d Co 0 G KEY NOTES: w N 5 — — Virr — — SD w — SD — w S — Me 5D MINKSD 41.1 LER BLVD. w w SS----- SS SS— w 30' ROAD & ©UTILITY ESMT. REC. NO 6050874 s----s^ -- 55- -- - - SS, 011=1 MEN. OM .IMM SIPMS• NM — lJ O O O O 0 O 0 REMOVE EXISTING CONCRETE PAVEMENT, ASPHALT PAVEMENT AND/OR CONCRETE SIDEWALK (TYP). REMOVE EXISTING CONCRETE CURB (TYP). REMOVE EXISTING TREES. SHRUBS, LANDSCAPING AND ROCK (TYP). REMOVE EXISTING SANITARY SEWER, WATER, STORM DRAINAGE AND IRRIGATION STRUCTURES AND PIPING. PLUG AND CAP AS NECESSARY PER LOCAL CODE. INSTALL PROPOSED UTILITIES PER SHEETS C-2.0, C-3.0 AND C-4.0 PRIOR TO REMOVAL OF EXISTING. CONTRACTOR SHALL COORDINATE WITH THE CITY OF TUKWILA PUBLIC WORKS INSPECTOR PRIOR TO REMOVING ANY STRUCTURES OR PIPING. REMOVE EXISTING ADA RAMP. REMOVE TOP 6—INCHES OF EXISTING TRUCK DOCK WALL. CONTRACTOR TO CONFIRM EXISTING TRAIN TRACK REMOVAL AS REQUIRED. 0 PRESERVE AND PROTECT EXISTING SANITARY SEWER, WATER, AND STORM DRAINAGE STRUCTURES AND PIPING TO REMAIN. ADJUST STRUCTURES TO GRADE AS NECESSARY. CONTRACTOR SHALL REFER TO SHEETS C-2.0, C-3.0, AND C-4.0 FOR PROPOSED UTILITIES. Og PRESERVE AND PROTECT EXISTING POWER, TELECOM, AND NATURAL GAS SERVICE. ADJUST STRUCTURES TO GRADE AS NECESSARY. CONTRACTOR TO REROUTE SERVICES AS NECESSARY. PRESERVE AND PROTECT EXISTING TREES TO REMAIN. PRESERVE AND PROTECT EXISTING LIGHT POLE TO REMAIN. CAP AND FILL EXISTING STRUCTURES PER CITY REQUIREMENTS PRIOR TO BACKFILLING TRUCK DOCK. SS-- SD SD - SD 36.05' R 11 R/WE 30' RAILROAD R/W ESMT. r� 0 "0 20 40 SCALE: 1 inch =20 ft. LEGEND !MIU 111111IRIIWIIII111rII PROPERTY LINE SAWCUT LINE EXISTING CONCRETE CURB/CURB AND GUTTER TO BE REMOVED EXISTING CONCRETE PAVEMENT, ASPHALT PAVEMENT AND/OR CONCRETE SIDEWALK TO BE REMOVED bigro??7 REVIEWED FOR CODE COMPLIANCE APPROVED APR 252019 City of Tukwila BUILDING DIVISION th�PROVE 9Pkri 71d+., 11Flw -Iui%wliy: CIT Y O �VSC1LA APR 11 2919 PERrt1T CENTER 11235 s.e. 6th street sulte 150 belkwe, wa 98004 1/ JACKSON 1 MAIN ARCHITECTURE 311 FIRST AVENUE SOUTH SEATTLE, WA 98104 t 206.324.4800 W W W.JACKSONMAIN.COM NAVIX SITE I CIVIL 1:425.453.9501 t 425.453.8208 www.navuen9.con Z o CLO 0 Lu 0 E—2! W = w E— Q W o Q CnYcnd to CD <Q CO CO CO CT) O E E BUILDING PERMIT SUBMITTAL BUILDING PERMrr RESUBMD TAL g . - N CC a r3a 03/22/20/9 PROJECT NO.: PROJECT MGR.: DRAWN BY: CHECKED BY. 50528006 JKG JKG/RJH JET DEMOLITION PLAN D-1.0 JACKSON I MAIN ARCHITECTURE P.S. C 2018 E v N) 0' 0 N 0. c.; 1- 0 B:\Washington\Tukwila\Jackson Main\Lam Seafood\2Drawings\LSTU_010E.dwg aa ---SD W S — — ss s w - - SD SD — — w fwalirsmsa SEQUENCE OF CONSTRUCTION SD — — w -- So S w ss3 TEMPORARY INLET PROTECTION (TYP) — — — — — SD — — — SD LIMITS OF DISTURBANCE, (TYP) 10' ELECTRIC l ESMT. REC. NO. 7610120665 1. HOLD A PRE —CONSTRUCTION MEETING WITH CITY AND OBTAIN REMAINING REQUIRED PERMITS FOR ALL WORK WITHIN PUBLIC RIGHT OF WAY AND ON —SITE. 2. ALL NECESSARY CONSTRUCTION SIGNAGE MUST BE IN PLACE PRIOR TO START OF CONSTRUCTION. 3. ESTABLISH CONSTRUCTION PHASING PLAN WHICH DEPICTS MEASURES TO ENSURE DRIVE AISLE ACCESS AT ALL TIMES, AS FEASIBLE. 4. ESTABLISH LIMITS OF DISTURBANCE AND INSTALL CONSTRUCTION FENCE AROUND PROJECT AREA. 5. INSTALL TREE PROTECTION MEASURES. 6. INSTALL STRAW WATTLES AS SHOWN ON THE PLANS. 7. INSTALL INLET PROTECTION ON ALL EXISTING STORM DRAINAGE STRUCTURES TO REMAIN. 8. SAWCUT AND REMOVE ASPHALT TO INSTALL UTILITIES, REMOVE ALL EXISTING FEATURES PER DEMOLITION PLAN. CLEAR, GRUB, AND STRIP THE SITE AS NECESSARY. 9. TEMPORARILY STABILIZE DENUDED AREAS. 10. INSTALL UTILITIES. 11. COMPLETE ROUGH GRADING ACTIVITIES. 12. FINISH PAVING THE SITE. 13. INCORPORATE SPECIFIED SOIL AMENDMENT MEASURES. 14. REMOVE ALL TEMPORARY SEDIMENT AND EROSION CONTROL AFTER INSPECTOR HAS DETERMINED THE SITE IS COMPLETELY STABIUZED, WITH PERMANENT STABILIZATION AND/OR LANDSCAPING. - — S^ S — — w —SS COIVTRACTpR SHALL MAINTAIN THRO GH ACCESS DURING CONSTRUCTION. CONTRACTOR T PREPARE CONSTRUCTION PHAS NG PLAN PRIOR TO CONSTRUCTION ACTIVITIES. — — SD S G G MAINTENANCE — — w--PdR NCES — - SO w 53 — — — S LIMITS 0 DISTURB{RJCE, sP) — SD g — MINKLER BLVD. W w ss ss-- TEMPO PRO STRAW WATTLES, TYP. ALL MEASURES STATED ON THIS EROSION AND SEDIMENT CONTROL PLAN, SHALL BE MAINTAINED IN FULLY FUNCTIONAL CONDITION UNTIL NO LONGER REQUIRED FOR A COMPLETED PHASE OF WORK OR FINAL STABILIZATION OF THE SITE. ALL EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE CHECKED BY A QUALIFIED PERSON IN ACCORDANCE WITH THE CONTRACT DOCUMENTS OR THE APPLICABLE PERMIT, WHICHEVER IS MORE STRINGENT, AND REPAIRED IN ACCORDANCE WITH THE FOLLOWING: 1. INLET PROTECTION DEVICES AND BARRIERS SHALL BE REPAIRED OR REPLACED IF THEY SHOW SIGNS OF UNDERMINING, OR DETERIORATION. 2. ALL SEEDED AREAS SHALL BE CHECKED REGULARLY TO SEE THAT A GOOD STAND IS MAINTAINED. AREAS SHOULD BE FERTILIZED, WATERED, AND RESEEDED AS NEEDED. 3. EROSION EELS OR STRAW WATTLES SHALL BE REPAIRED TO THEIR ORIGINAL CONDITIONS IF DAMAGED. SEDIMENT SHALL BE REMOVED FROM BOTH WHEN IT REACHES ONE—THIRD THE HEIGHT OF THE EEL OR WATTLE. 4. CATCH BASIN INLETS SHALL BE CLEANED OR REPLACED PER THE MANUFACTURER'S RECOMMENDED SCHEDULE. 5. SINCE THE SITE IS COMPLETELY PAVED, A CONSTRUCTION EXIT IS NOT NECESSARY. THE CONTRACTOR IS TO ENSURE THAT THERE IS NO TRACKING OR FLOW OF MUD OR DIRT ON TO PUBLIC RIGHTS —OF —WAY FROM THE SITE. IF TRACKOUT BECOMES AN ISSUE, MEASURES SUCH AS A WHEEL WASH, SHAKER PLATES, RUMBLE STRIP, OR OTHER APPROVED MEASURES MAY BE NECESSARY. TRACKING OR FLOW OF MUD ONTO PUBLIC RIGHTS —OF —WAY. 6. THE CONTRACTOR STAGING AREA SHALL BE KEPT IN GOOD CONDITION (SUITABLE FOR PARKING AND STORAGE). -w — — SS — — IWO SS r� 0 10 20 40 SCALE 1 inch =20 ft. LEGEND SD OF RBANCE (TYP) SEEDING/STABILIZATION NOTE: SD 36.05' R R/W 30' RAILROAD R/W ESMT, 11 TEMPORARY SEEDING MAY BE USED THROUGHOUT THE PROJECT ON DISTURBED AREAS THAT HAVE REACHED FINAL GRADE OR THAT WILL REMAIN UNWORKED FOR MORE THAN 30 DAYS. PERMANENT LANDSCAPING — ALL AREAS AT FINAL GRADE WITHIN THE AREAS SHOWN ON THE LANDSCAPE PLANS, MUST BE PERMANENTLY STABIUZED PER THE LANDSCAPE PLANS. PUBLIC WORKS GENERAL NOTES: 1. APPLICANT OR CONTRACTOR SHALL SIGN WITH NOTARY HOLD HARMLESS AGREEMENT FOR WORK INSIDE THE CITY RIGHT OF WAY. 2. DUE TO PRESENCE OF SENSITIVE AREAS ON SITE THE OWNER SHALL EXECUTE WITH NOTARY SENSITIVE AREA HOLD HARMLESS AGREEMENT. THIS DOCUMENT WILL BE PREPARED BY PUBLIC WORKS AT A LATER DATE AND FORWARDED TO APPLICANT FOR EXECUTION. IT WILL BE RECORDED BY THE CITY AT APPLICANT'S EXPENSE. X - LIMITS OF DISTURBANCE STRAW WATTLES CHAINLINK CONSTRUCTION FENCE TEMPORARY INLET PROTECTION TREE PROTECTION pir-e0Z?? REVIEWED FOR CODE COMPLIANCE APPROVED APR 2 5 2019 City of Tukwila BUILDING DIVISION 'DPW ROV P: • %1Y at fuivoii:; I?EC AVE2 CITV:iF �aviCtti'1LA APR 11 2019 PERMIT CENTER 11235 s.e. 6th street Kale 150 beaewe, we 98004 JACKSON I MAIN ARCHITECTURE 311 FIRST AVENUE SOUTH SEATTLE, WA 98104 1206.324.4800 WWW.JACKSONMAIN.COM NAVIX SITE I CIVIL t. 425 453 9501 f: 425.453.8208 vmw.navueng.com • Z - O CC H LU 0 Z LU E oCD co r— o Y M ti f— CO CO CA DESCRIPTION BUILDING PERMIT SUBMITTAL BUILDING PERMIT RESUBMITTAL g, n- N DATE 12/20/18 CA 1 03/22/20/9 PROJECT NO.: PROJECT MGR.: DRAWN BY' CHECKED BY: 50528006 JKG JKG/RJH JET TESC PLAN D-2.0 JACKSON MAIN ARCI-I-ECTURE '. 8. 9. 26-a Mar 22, 2019 — 3:44pm B: \Washington\Tukwila\Jackson Main\Lam Seafood\2Drawings\LSTU_010E.dwg GENERAL EROSION CONTROL NOTES (NAVIX) 1. THE DESIGN SHOWN IS BASED UPON THE ENGINEER'S UNDERSTANDING OF THE EXISTING CONDITIONS. THE PLAN DOES NOT REPRESENT A DETAILED FIELD SURVEY. THE EXISTING CONDITIONS SHOWN ON THIS PLAN SHEET ARE BASED UPON THE LIMITED TOPOGRAPHY SURVEY FOR LAM'S MARKET PREPARED BY AXIS SURVEY & MAPPING, DATED DECEMBER 10, 2018. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING FIELD CONDITIONS PRIOR TO BIDDING THE PROPOSED SITEWORK IMPROVEMENTS. IF CONFUCTS ARE DISCOVERED, THE CONTRACTOR SHALL NOTIFY THE OWNER PRIOR TO INSTALLATION OF ANY PORTION OF THE SITEWORK WHICH WOULD BE AFFECTED. IF CONTRACTOR DOES NOT ACCEPT EXISTING SURVEY, INCLUDING TOPOGRAPHY AS SHOWN ON THE PLANS, WITHOUT EXCEPTION, HE SHALL HAVE MADE, AT HIS OWN EXPENSE, A TOPOGRAPHIC SURVEY BY A REGISTERED LAND SURVEYOR AND SUBMIT IT TO THE OWNER FOR REVIEW. 2. CAUTION - NOTICE TO CONTRACTOR THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND, WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANY AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THESE PLANS. 3. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE MOST CURRENT APPLICABLE LOCAL, STATE, AND FEDERAL STANDARDS. 4. THE CONTRACTOR SHALL BE RESPONSIBLE AT ALL TIMES FOR PREVENTING SILT -LADEN RUNOFF FROM DISCHARGING FROM THE PROJECT SITE. FAILURE BY THE CONTRACTOR CAN RESULT IN A FINE. THE DESIGNATED TEMPORARY CONTACT PERSON NOTED ON THIS PLAN MUST BE AVAILABLE FOR CONTACT BY TELEPHONE ON A 24 HOUR BASIS THROUGHOUT CONSTRUCTION AND UNTIL THE PROJECT HAS BEEN COMPLETED AND APPROVED BY THE GOVERNMENTAL AGENCY WITH JURISDICTION. 5. THE IMPLEMENTATION OF THESE ESC PLANS AND THE CONSTRUCTION, MAINTENANCE, REPLACEMENT AND UPGRADING OF THESE ESC FACILITIES IS THE RESPONSIBILITY OF THE CONTRACTOR FROM THE BEGINNING OF CONSTRUCTION UNTIL ALL CONSTRUCTION IS COMPLETED AND APPROVED BY THE GOVERNMENTAL AGENCY WITH JURISDICTION AND THE SITE IS STABILIZED. 6. THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THIS PLAN SHALL BE CLEARLY FLAGGED AND INSPECTED BY THE LOCAL JURISDICTION PRIOR TO ANY CLEARING OR CONSTRUCTION TAKING PLACE. DURING CONSTRUCTION, NO DISTURBANCE BEYOND THE FLAGGED CLEARING LIMITS SHALL BE PERMITTED. THE FLAGGING SHALL BE MAINTAINED BY THE OWNER AND/OR CONTRACTOR UNTIL ALL CONSTRUCTION IS APPROVED. 7. THE EROSION AND SEDIMENTATION CONTROL FACILITIES SHOWN ON THIS PLAN ARE TO BE CONSIDERED ADEQUATE BASIC REQUIREMENTS FOR THE ANTICIPATED SITE CONDITIONS. DURING CONSTRUCTION, DEVIATIONS FROM THIS PLAN MAY BE NECESSARY IN ORDER TO MAINTAIN WATER QUALITY. 8. ALL EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE INSPECTED BY THE CONTRACTOR ON A FREQUENT BASIS AND IMMEDIATELY AFTER EACH RAINFALL AND MAINTAINED AS NECESSARY TO INSURE THEIR CONTINUED FUNCTIONING. ALL SEDIMENT MUST BE REMOVED FROM SILT FENCES, STRAW BALES, SEDIMENT PONDS, ETC. PRIOR TO THE SEDIMENT REACHING 1/2 ITS MAXIMUM POTENTIAL DEPTH. 9. AT NO TIME SHALL CONCRETE, CONCRETE BYPRODUCTS, VEHICLE FLUIDS, PAINT, CHEMICALS, OR OTHER POLLUTING MATTER BE PERMITTED TO DISCHARGE TO THE TEMPORARY OR PERMANENT DRAINAGE SYSTEM, OR TO DISCHARGE FROM THE PROJECT SITE. 10. THE CONTRACTOR PERFORMING THE WORK SHALL MAINTAIN A SET OF THE APPROVED CONSTRUCTION DRAWINGS ON SITE AT ALL TIMES WHILE CONSTRUCTION IS IN PROGRESS. 11. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR PERFORMING THE WORK TO OBTAIN ALL NECESSARY PERMITS FROM THE LOCAL JURISDICTION PRIOR TO COMMENCING ANY WORK WITHIN THE PUBLIC RIGHT-OF-WAY. 12. THE CONTRACTOR PERFORMING THE WORK SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE TRAFFIC CONTROL AT ALL TIMES DURING CONSTRUCTION ALONGSIDE OR WITHIN ALL PUBLIC ROADWAYS. 13. THIS APPROVED "TEMPORARY EROSION AND SEDIMENTATION CONTROL PLAN" MUST BE IMPLEMENTED PRIOR TO ANY SITE WORK. SEE THE PLANS AND DETAILS FOR FURTHER INFORMATION. 14, THE CONTRACTOR SHALL NOTIFY THE OWNER AND THE ENGINEER IN THE EVENT OR DISCOVERY OF POOR SOILS, GROUNDWATER OR DISCREPANCIES IN THE EXISTING CONDITIONS AS NOTED ON THE PLANS. 15. MAXIMUM SLOPES SHALL BE 3:1 HORIZ: VERT FOR FILL SLOPES, AND 3:1 HORIZ: VERT FOR CUT SLOPES, WITH THE EXCEPTION OF RIGHT-OF-WAY. 2:1 IS THE MAXIMUM ALLOWED SLOPE FOR WORK WITHIN THE RIGHT-OF-WAY. 16. ROCKERIES OR OTHER RETAINING FACILITIES EXCEEDING 4' IN HEIGHT REQUIRE A SEPARATE BUILDING PERMIT. 17. ALL AREAS DISTURBED DURING CONSTRUCTION WHERE PERMANENT LANDSCAPING WILL NOT BE PROVIDED WITHIN 60 DAYS SHALL BE HYDROSEEDED, OR OTHERWISE STABILIZED, AS REQUIRED. STRAW MULCHING OR PLASTIC SHEETING ARE ACCEPTABLE ALTERNATIVES TO TEMPORARY HYDROSEEDING DURING PERIODS OF LOW GROWTH. 18. SLOPE STABILIZATION. CUT AND FILL SLOPES SHALL BE CONSTRUCTED IN A MANNER THAT WILL MINIMIZE EROSION. ROUGHENED SOIL SURFACES ARE PREFERRED TO SMOOTH SURFACES. INTERCEPTORS SHOULD BE CONSTRUCTED AT THE TOP OF LONG, STEEP SLOPES WHICH HAVE SIGNIFICANT AREAS ABOVE THAT CONTRIBUTE RUNOFF. CONCENTRATED RUNOFF SHOULD NOT BE ALLOWED TO FLOW DOWN THE FACE OF A CUT OR FILL SLOPE UNLESS CONTAINED WITHIN AN ADEQUATE CHANNEL OR PIPE SLOPE DRAIN. WHEREVER A SLOPE FACE CROSSES A WATER SEEPAGE PLANE, ADEQUATE DRAINAGE OR OTHER PROTECTION SHOULD BE PROVIDED. IN ADDITION, SLOPES SHOULD BE STABILIZED IN ACCORDANCE WITH ITEM (17) ABOVE. 19. STORM DRAIN INLET PROTECTION. ALL STORM DRAIN INLETS MADE OPERABLE DURING CONSTRUCTION SHALL BE PROTECTED SO THAT STORMWATER RUNOFF SHALL NOT ENTER THE CONVEYANCE SYSTEM WITHOUT FIRST BEING FILTERED OR OTHERWISE TREATED TO REMOVE SEDIMENT. 20. REFER TO PROJECT SPECIFICATIONS FOR SURFACE WATER POLLUTION PREVENTION PLAN (SWPPP) NARRATIVE. 21. PH SAMPLING MAY BE REQUIRED IF PROJECT INCLUDES MORE THAN 40 CUBIC YARDS OF POURED OR RECYCLED CONCRETE. 22. IF SAMPLING REVEALS HIGH PH LEVELS, CONTRACTOR SHALL IMPLEMENT BMP C252 TO NEUTRALIZE THE PH LEVELS. GRADING AND EROSION CONTROL NOTES (CITY OF TUKWILA) 1. THE EROSION PREVENTION AND SEDIMENT CONTROL (ESC) MEASURES ON THE APPROVED PLANS ARE MINIMUM REQUIREMENTS. 2. BEFORE BEGINNING ANY CONSTRUCTION ACTIVITIES, ESTABLISH THE CLEARING LIMITS, INSTALL CONSTRUCTION ENTRANCE, AND INSTALL EROSION PREVENTION AND SEDIMENT CONTROL MEASURES. 3. BEFORE ANY GROUND DISTURBANCE OCCURS, ALL DOWNSTREAM EROSION PREVENTION AND SEDIMENT CONTROL MEASURES (ESC) MUST BE CONSTRUCTED AND IN OPERATION. INSTALL AND MAINTAIN ALL ESC MEASURES ACCORDING TO THE ESC PLAN. 4. ESC MEASURES, INCLUDING ALL PERIMETER CONTROLS, SHALL REMAIN IN PLACE UNTIL FINAL SITE CONSTRUCTION IS COMPLETED AND PERMANENT STABILIZATION IS ESTABLISHED. 5. FROM MAY 1 THROUGH SEPTEMBER 30, PROVIDE TEMPORARY AND PERMANENT COVER MEASURES TO PROTECT DISTURBED AREAS THAT WILL REMAIN UNWORKED FOR SEVEN DAYS OR MORE. 6. FROM OCTOBER 1 THROUGH APRIL 30, PROVIDE TEMPORARY AND PERMANENT COVER MEASURES TO PROTECT DISTURBED AREAS THAT WILL REMAIN UNWORKED FOR TWO DAYS OR MORE. IN ADDITION TO COVER MEASURES, THE CONTRACTOR SHALL: A. PROTECT STOCKPILES AND STEEP CUT AND FILL SLOPES IF UNWORKED FOR MORE THAN 12 HOURS. B. STOCKPILE, ON SITE, ENOUGH COVER MATERIALS TO COVER ALL DISTURBED AREAS. C. BY OCTOBER 8, SEED ALL AREAS THAT WILL REMAIN UNWORKED DURING THE WET SEASON (OCTOBER 1 THROUGH APRIL 30). MULCH ALL SEEDED AREAS. 7. FAILURE TO MAINTAIN ESC MEASURES IN ACCORDANCE WITH THE APPROVED MAINTENANCE SCHEDULE MAY RESULT IN THE WORK BEING PERFORMED AT THE DIRECTION OF THE DIRECTOR AND ASSESSED AS A LIEN AGAINST THE PROPERTY WHERE SUCH FACILITIES ARE LOCATED. 8. DURING THE LIFE OF THE PROJECT, THE PERMITTEE SHALL MAINTAIN IN GOOD CONDITION AND PROMPTLY REPAIR, RESTORE, OR REPLACE ALL GRADE SURFACES; WALLS, DRAINS, DAMS, STRUCTURES, VEGETATION, EROSION AND SEDIMENT CONTROL MEASURES, AND OTHER PROTECTIVE DEVICES IN ACCORDANCE WITH APPROVED PLANS. 9. THE PERMITTEE SHALL MONITOR THE DOWNSTREAM DRAINAGE FEATURES, AND SHALL WITH THE DIRECTOR'S APPROVAL REMOVE ALL SEDIMENT DEPOSITION RESULTING FROM PROJECT -RELATED WORK. DEVELOPMENT GUIDELINES AND DESIGN AND CONSTRUCTION STANDARDS B-4. 10. ALL WORK PERFORMED SHALL BE PER APPROVED PLANS AND SPECIFICATIONS ONLY. THE PERMITTEE IS REQUIRED TO MAINTAIN A SET OF APPROVED PLANS AND SPECIFICATIONS AND ASSOCIATED PERMITS ON THE JOB SITE. WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL FEDERAL, STATE, AND LOCAL LAWS. 11. AS THE FIRST ORDER OF BUSINESS, THE PERMITTEE SHALL INSTALL EROSION PREVENTION AND SEDIMENT CONTROL MEASURES PER THE ESC AND SHALL INSTALL THE DOWNSTREAM TEMPORARY ESC MEASURES BEFORE ANY SITE DISTURBANCE OCCURS. BEFORE THE TEMPORARY MEASURES ARE REMOVED, INSTALL AND ESTABLISH THE UPSTREAM PERMANENT ESC MEASURES. 12. THE PERMITTEE SHALL AT ALL TIMES PROTECT SENSITIVE AREAS, THEIR BUFFERS, AND ADJACENT PRIVATE PROPERTIES AND PUBLIC RIGHTS -OF -WAY OR EASEMENTS FROM DAMAGE DURING GRADING OPERATIONS. THE PERMITTEE SHALL RESTORE, TO THE STANDARDS IN EFFECT AT THE TIME OF THE ISSUANCE OF THE PERMIT, SENSITIVE AREAS, THEIR BUFFERS, AND PUBUC AND PRIVATE PROPERTIES AND MPROVEMENTS DAMAGED BY THE PERMITTEE'S OPERATIONS. 13. PERMITTEE SHALL ARRANGE FOR AND COMPLY WITH THE FOLLOWING: A. NOTIFY THE PUBLIC WORKS DEPARTMENT WITHIN 4B HOURS FOLLOWING INSTALLATION OF ESC MEASURES. B. OBTAIN PERMISSION IN WRITING FROM THE PUBLIC WORKS DEPARTMENT PRIOR TO MODIFYING THE ESC PLAN. C. MAINTAIN ALL ROAD DRAINAGE SYSTEMS, STORM WATER DRAINAGE SYSTEMS, CONTROL MEASURES AND OTHER FACILITIES AS IDENTIFIED IN THE ESC PLAN. D. REPAIR ANY SILTATION OR EROSION DAMAGES TO ADJOINING PROPERTIES AND DRAINAGE FACILITIES. E. INSPECT ACCORDING TO THE APPROVED ESC INSPECTION SCHEDULE AND MAKE NEEDED REPAIRS IMMEDIATELY. EXISTING TREE TO BE PROTECTED TREE PROTECTION FENCE: ORANGE, HIGH DENSITY POLYETHYLENE FENCING WITH 3.5"X1.5" OPENINGS, B.5" X 11" SIGN LAMINTED IN PLASTIC SPACED EVERY 50' ALONG THE FENCE. 2" X 61 STEEL POSTS OR APPROVED EQUIVALENT / f CRITICAL ROOT ZONE (CRZ) • :3 TEE PROTECTION DETAIL BACKFILL AND COMPACT SOIL FLOW 10' MAX. 8'-0" CHAIN LINK FABRIC -opt Nz. F WOOD STAKE - 12"x2" SPACED 10' 0.C. I I I II II \/ PLACE IN A SHALLOW TRENCH. STPAW WATTLES -I NTS 4' MIN. 4' MIN. a • 4 TIMES POST 0. NOTE: 8'-0" TALL FENCE UNLESS OTHERWISE NOTED. CHAIN LI\ MOVEABLE CONCRETE BLOCKS (TYP.) 'C FENCE GATE, IF NEEDED NOTE: 1) CRITICAL ROOT ZONE (CRZ). THE CRZ IS EQUAL TO 1 FT, RADIUS (Y) FOR EVERY 1 IN. DIAMETER (X) OF TREE TRUNK AS MEASURED AT APPROX. 4.5' FROM THE GROUND. 2) NO HEAVY EQUIPMENT IS ALLOWED WITHIN CRZ. 3) NO PRUNING SHALL BE PERFORMED EXCEPT BY CERTIFIED ARBORIST. 4) NO EQUIPMENT SHALL OPERATE INSIDE THE PROTECTIVE FENCING INCLUDING DURING FENCE INSTALLATION AND REMOVAL. 5) SEE SITE PREPARATION PLAN FOR ANY MODIFICATIONS WITH THE TREE PROTECTION AREA NTS 4/ N TS CONTRACTOR TO TRIM EDGES TO PREVENT TRIPPING. OVERFLOW FLAPS FILTER FABRIC BAG (SEDIMENT TRAP) MIRAF1 100X OR EQUAL (MATERIAL) NOTES: 1. WHERE CATCH BASIN IS LOCATED IN PAVED AREA USE OF SILT BAG IS ACCEPTABLE 2. INLET PROTECTION TYPE TO BE SELECTED BY CONTRACTOR BASED ON SITE CONDITIONS. TEMPORARY INLET PROTECTION NTS h /?'eO79 (_2y REVIEWED FOR COD ACOMPLIANCE PROVED • N 25 7.019 City of Tukwila BUILDING DIVISION .APPR()VE[1 9019 .,irj r;le (UKW 18 t){:'.L.!r. Works fENIVED CITY oft i O= LA APR 11 2019 PERMIT CENTER 11235 s.e. 6th street suite 150 bellevue, wa 98004 JACKSON I MAIN ARCHITECTURE 311 FIRST AVENUE SOUTH SEATTLE, WA 98104 t 206.324.4800 W W W.JACKSONMAIN.COM NAVIX SITE I CIVIL t 425453.9501 t 426.463.8208 wxv.twhutg.aom 0 0 L- W Z a. o F- W0 Z Z W 2 2 0 < Eal CD ti I - T CO co oo DESCRIPTION BUILDING PERMIT SUBMITTAL BUILDING PERMIT RESUBMITTAL L - N - 1 PROJECT NO.: PROJECT MGR.: DRAWN BY: CHECKED BY: 03/22/20/9 50528006 JKG JKG/RJH JET TESC NOTES AND DETAILS D-2.1 JACKSON I MAIN ARCHITECTURE P.8. C 2018 03 0 u) c34 0 B: \Washington\Tukwila\Jackson Main\Lam Seafood\2Drawings\LSTU_110S.dwg SD S OMB — w KEY NOTES: w — _ ss SD w —_ a — _ SD— __ S w w SD __ 5D ss SS ss W W= — — _ W — — SD 5 10' ELECTRIC ESMT. REC. NO. 7610120665 L.__ — _ SD G _ _ — _ — — SD _ — SD O O © © a O O 0 ASPHALT PAVEMENT RS-03 C-1.1 C-1.1 CONCRETE PAVEMENT, CONCRETE SCORING PATTERN AND COLOR TO BE DETERMINED BY ARCHITECT/DEVELOPER CONCRETE SIDEWALK, CONCRETE SCORING PATTERN AND COLOR TO BE DETERMINED BY ARCHITECT/DEVELOPER CONCRETE CURB AND GUTTER VERTICAL CURB BOLLARD (TYP.) SAWCUT EXISTING PAVEMENT, MATCH, AND AR-4000 OR APPROVED EQUAL. JOIN WITH FIRE LANE STRIPING (SEE NOTE 1 THIS SHEET) TRAFFIC ARROWS (TYP.) 4" WIDE, SOLID WHITE PAINTED STRIPE (TYP.) O O 4" WIDE WHITE STRIPING AT 45-DEGREES AT 18" O.C. (TYP.) ACCESSIBLE PARKING SPACE, SIGN, SYMBOL OGENERATOR PAD AND GENERATOR DESIGN TO BE PROVIDED BY THE STRUCTURAL ENGINEER. OTYPE A PERPENDICULAR ADA RAMP F-4 510 03 F-4 051 02 WITH DETECTABLE WARNING SURFACE LW7 f3�1 © ® STOP BAR AND STOP SIGN TIE INTO EXISTING VERTICAL CURB (TYP.) TIE INTO EXISTING CONCRETE SIDEWALK (TYP.). CONTRACTOR TO ENSURE PROPER DRAINAGE AND ADA COMPLIANCE. TIE INTO EXISTING CURB AND GUTTER (TYP.) COOLER. (SEE ARCHITECTURAL PLANS) OPROPOSED CLOCK TOWER ENTRY (SEE ARCHITECTURAL PLANS) ® 0 0 O O O 0 PATIO AREA (SEE ARCHITECTURAL PLANS) ROLL -UP DOORS (TYP.) (SEE ARCHITECTURAL PLANS) CANOPY (TYP.) (SEE ARCHITECTURAL PLANS) CANOPY COLUMNS (TYP.) (SEE ARCHITECTURAL PLANS) CART CORRAL (SEE ARCHITECTURAL PLANS) STRUCTURAL CONCRETE PAD DESIGN AND BACKFILL RECOMMENDATION TO BE PROVIDED BY THE STRUCTURAL ENGINEER. ASPHALT RAMP FOR COOLER DELIVERIES. SEE GRADING PLAN FOR ADDITIONAL INFORMATION. EXISTING TRASH ENCLOSURE TO REMAIN. S 5 sa Q sD — _ MINKLER BLVD. w w w SS SS SS w w MM_ w SS 5 — 30' ROAD & ©UTILITY ESMT. REC.— NO. 6050874 s-----so--._ NOTES: ONO — w SS _ SD — 55 55— LEGEND Z 5G- / 7 1. FIRE LANE STRIPING PER CITY OF TUKWILA FIRE DEPARTMENT STANDARDS, FIRE LANE STRIPING TO BE DOUBLE COATED PAINTED YELLOW ON TOP AND SIDE OF CURB, EXTENDING THE LENGTH OF THE DESIGNATED FIRE LANE. PAVEMENT NEXT TO THE CURB TO BE MARKED WITH MINIMUM 18" IN HEIGHT BLOCK LETTERING WITH MINIMUM 3" BRUSH STROKE LETTERING READING "NO PARKING - FIRE LANE" AT 50 FEET ON CENTER. 2. SEE DETAIL 7 ON SHEET C-1.1 FOR FIRE TRUCK TURNING MOVEMENTS. 36.05' R 11 R/W I 30' RAILROAD R/W ESMT, 11 0 10 20 40 SCALE: 1 inch = 20 ft. sin MM. �\\\\\\.N\\'"\' fl?' PROPERTY LINE SAWCUT LINE FIRE LANE STRIPING PROPOSED CURB PROPOSED CURB AND GUTTER PROPOSED BUILDING PROPOSED ASPHALT PAVEMENT PROPOSED CONCRETE SIDEWALK PROPOSED CONCRETE PAVEMENT PROPOSED LANDSCAPE AREA REVIEWED FOR CODE COMPLIANCE APPROVED A77, 2 5 2019 City of Tukwila BUILDING DIVISION ;r Iunwi!.] ottin IIMVVED CITY OF APR 11 2019 PERMIT CENTER 11235 s.e. 6th street suite 150 bellevue, wa 98004 1/ JACKSON I MAIN ARCHITECTURE 311 FIRST AVENUE SOUTH SEATTLE, WA 98104 t 206.324.41300 WWW.JACKSON MAIN.COM tJ NAVIX STE I CIVIL 1: 425 453.9501 f: 425 453.8208 www.nav xeng. corn 0 0 W -I O z L DESCRIPTION l BUILDING PERMIT SUBMITTAL LBUILDING PERMIT RESUBMITTAL G - N 0 w O 03/22/249 PROJECT NO.: PROJECT MGR.: DRAWN BY: CHECKED BY: 50528006 JKG JKG/RJH JET SITE IMPROVEMENT PLAN C-1.0 1ACKSON I MAIN ARCUITEC I UNE P.5. (0 2018 B: \Washington\Tukwila\Jackson Main\Lam Seafood\2Drawings\LST11_110S.dwg NOTES (NAVIX) 1. ALL WORK AND MATERIALS SHALL COMPLY WITH ALL CITY/COUNTY REGULATIONS AND CODES AND 0.S.H.A. STANDARDS. 2. THE DESIGN SHOWN IS BASED UPON THE ENGINEER'S UNDERSTANDING OF THE EXISTING CONDITIONS. THIS PLAN DOES NOT REPRESENT A DETAILED FIELD SURVEY. THE EXISTING CONDITIONS SHOWN ON THIS PLAN SHEET ARE BASED UPON THE LIMITED TOPOGRAPHY SURVEY FOR LAM'S MARKET PREPARED BY AXIS SURVEY & MAPPING, DATED DECEMBER 10, 2018. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING FIELD CONDITIONS PRIOR TO BIDDING THE PROPOSED SITEWORK IMPROVEMENTS. IF CONFLICTS ARE DISCOVERED, THE CONTRACTOR SHALL NOTIFY THE OWNER PRIOR TO INSTALLATION OF ANY PORTION OF THE SITEWORK WHICH WOULD BE AFFECTED. IF CONTRACTOR DOES NOT ACCEPT EXISTING SURVEY, INCLUDING TOPOGRAPHY AS SHOWN ON THE PLANS, WITHOUT EXCEPTION, HE SHALL HAVE MADE, AT HIS OWN EXPENSE, A TOPOGRAPHIC SURVEY BY A REGISTERED LAND SURVEYOR AND SUBMIT IT TO THE OWNER FOR REVIEW. 3. CAUTION - NOTICE TO CONTRACTOR THE CONTRACTOR 15 SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITIES, AND WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANY AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES AND EXISTING IMPROVEMENTS WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS ON THE PLANS. 4. CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATION AND DIMENSIONS OF OUTDOOR UTILITY YARD, EXIT PORCHES, SIDEWALKS, RAMPS & TRUCK DOCKS, PRECISE BUILDING DIMENSIONS AND EXACT BUILDING UTILITY ENTRANCE LOCATIONS. 5. DIMENSIONS SHOWN REFER TO FACE OF CURB, EDGE OF PAVEMENT, FACE OF BUILDING OR TO THE CENTERLINE OF PAVEMENT STRIPING, UNLESS OTHERWISE NOTED. 6. ALL PAVED PARKING LOT AREAS WITHIN THE LIMITS OF IMPROVEMENTS SHALL BE STANDARD OR LIGHT DUTY PAVEMENT UNLESS OTHERWISE NOTED. 7. CONTRACTOR SHALL PROVIDE A TEMPORARY TRAFFIC CONTROL PLAN FOR THE CITY ENGINEER'S APPROVAL PRIOR TO ANY WORK WITHIN THE CITY RIGHT-OF-WAY. TEMPORARY TRAFFIC CONTROL REQUIRED WITHIN THE PROPERTY SHALL BE PROVIDED TO OPERATIONS MANAGER PRIOR TO ANY WORK. 8. REFER TO BOUNDARY SURVEY FOR LEGAL DESCRIPTION, DIMENSIONS OF PROPERTY LINES, BASIS OF BEARINGS & BENCHMARK INFORMATION. 9. ALL ON -SITE PAINTED STRIPING SHALL BE DOUBLE COAT. (CONTRACTOR TO REFER TO PROJECT SPECIFICATIONS FOR ADDITIONAL PAVING MARKING REQUIREMENTS.) 10. PARKING LOT STRIPING SHALL BE WHITE, 4" WIDE, UNLESS OTHERWISE NOTED. 11. EXISTING STRUCTURES WITHIN CONSTRUCTION LIMITS ARE TO BE ABANDONED, REMOVED OR RELOCATED AS NECESSARY OR AS SHOWN ON DEMOLITION PLANS. ALL COST SHALL BE INCLUDED IN BASE BID. 12. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL RELOCATIONS, INCLUDING BUT NOT LIMITED TO, ALL UTILITIES, STORM DRAINAGE, SIGNS, ETC. AS REQUIRED. ALL WORK SHALL BE IN ACCORDANCE WITH GOVERNING AUTHORITIES SPECIFICATIONS AND SHALL BE APPROVED BY SUCH. ALL COST SHALL BE INCLUDED IN BASE BID. 13. ALL DISTURBED AREAS ARE TO RECEIVE FOUR INCHES OF TOPSOIL, SEED, MULCH AND WATER UNTIL A HEALTHY STAND OF GRASS IS ESTABLISHED. (SEE LANDSCAPE PLANS) 14. CURB RADII ADJACENT TO PARKING STALLS SHALL BE 3'. ALL OTHER CURB RADII SHALL BE 10', UNLESS OTHERWISE NOTED. 15. ALL INTERNAL DRIVES, INCLUDING THE GRAVEL DRIVE CONNECTION SHALL BE CONSTRUCTED TO ACCOMMODATE 75,000 LBS, G.V.W. ALL PAVED SURFACES SHALL BE MAINTAINED 365 DAYS A YEAR. 16. SEE STRUCTURAL PLANS FOR PAD DETAILS. A 3' WIDE EDGER FINISH 318' FULL DEPTH EXPANSION JOINT CURB & GUTTER (SEE RS-013AI NOTES: 2% MAX. SECTION A -A SIDEWALK WIDTHS MINOR ARTERIAL' PRINICIPAL ARTERIAL* TUKWILA URBAN CENTER (SEE NOTE 1) 5' 6' 6' 5/6' MINUS CRUSHED ROCK THICKENED EDGE ON RADIUS 1 2• IN.4' LANDING SCORE JOINTS EVERY 5' 15 EXPANSION JOINTS EVERY 15 PLAN VIEW WIDE X 3/B' DEEP SCORE JOINTS 318' X 3.5' EXPANSION JOINT ELEVATION 1. SIDEWALKS SHALL BE A MINIMUM OF 8 FEET WIDE AT BUS STOPS AND PULLOUTS, OR WHERE THE SPEED LIMIT IS OVER 35 MPH, OR WHERE A TRAIL AND SIDEWALK ARE COMBINED. 2. PLACE CEMENT CONCRETE OVER 2" OF 5/8" MINUS CRUSHED ROCK OR AS SPECIFIED IN THE CURRENT APWANVSDOT STANDARD SPECIFICATIONS. 3. REMOVE EXISTING CONCRETE CURB, GUTTER OR SIDEWALK TO THE NEAREST JOINT; SCORE JOINTS MUST BE SAW CUT AND REPLACED WITH NEW. " SEE TMC 9.48.040 NOT TO SCALE City of Tukwila SIDEWALK SHEET: RS-11 REVISION B1: 08.03 LAST REVISION: 04.08 APPROVAL: BOB GIBERSON, CITY ENGINEER ASPHALT CONCRETE OR BITUMINOUS PLANT MIX REPLACEMENT PATCH CUT WITH PNEUMATIC PAVEMENT CUTTER EXISTING ASPHALT PAVEMENT EXTRA RIGID BASE 5/8' MINUS COMPACTED CRUSHED ROCK UNLESS OTHERWISE ORDERED BY THE CITY SAW CUT EXISTING OIL MAT J 516 MINUS COMPACTED CRUSHED ROCK UNLESS OTHERWISE ORDERED BY THE CITY NOTES: CONCRETE 150%OF EXISTING DEPTH DEPTH DETERMINED BY CITY TYPICAL PATCH FOR RIGID PAVEMENT ASPHALT CONCRETE OR BITUMINOUS PLANT MIXREPLACEMENT PATCH 150% OF EXISTING DEPTH TYPICAL PATCH FOR FLEXIBLE PAVEMENT SAW CUT EXISTING CONCRETE PAVEMENT 5/8' MINUS COMPACTED CRUSHED ROCK UNLESS OTHERWISE ORDERED BY THE CITY SAW CUT EXISTING ASPHALT PAVEMENT 5/8' MINUS COMPACTED CRUSHED ROCK UNLESS OTHERWISE ORDERED BY THE CITY 1. ALL WORK TO CONFORM TO THE CURRENT WSDOT/APWA STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION. 2. A MINIMUM OF A ONE YEAR GUARANTEE IS REQUIRED ON ALL PAVEMENT PATCHING AND OVERLAYS. 3. CONTROLLED DENSITY FILL IN PLACE OF CRUSHED ROCK MATERIAL MAY BE REQUIRED IN CASES OF RECENT PAVEMENT OVERLAY, OR AS DIRECTED BY CITY ENGINEER. NOT TO SCALE City of Tukwila PAVEMENT RESTORATION SHEET: RS-03 REVISION 1T1: 08.03 APPROVAL: B. SHELTON CONTRACTOR TO MATCH EXISTING PAVEMENT DEPTHS. CONTRACTOR TO OBTAIN GEOTECHNICAL ENGINEERING REPORT FOR PAVEMENT RECOMMENDATIONS. CONCRETE SIDEWALK SCORING AND FINISH PATTERNS PER ARCHITECTURAL PLANS CONTRACTOR TO OBTAIN GEOTECHNICAL ENGINEERING REPORT AND RECOMMENDATIONS TO CONFIRM. THERMO PLASTIC ARROW DETAIL N.T.S. 1" BATTER "REVERSE" SLOPE PER PLAN R 1/2" N eo 1" GUTTER SHALL HAVE "REVERSE" SLOPE WHERE PAVEMENT GRADE SLOPES AWAY FROM CURB, AS SHOWN ION SHEET C-2 HMA CLASS 1/2" P.G. 58V-22 PER WSDOT STD. SPEC. 9-03.8(2) CRUSHED SURFACING BASE COURSE PER WSDOT STD. SPEC. 9-03.9(3) MINIMUM 12-INCHES COMPACTED SUBGRADE. CONTRACTOR TO OBTAIN GEOTECHNICAL ENGINEERING REPORT AND RECOMMENDATIONS TO CONFIRM. ASPHALT PAVEMENT N.T.S. PORTLAND CEMENT CONCRETE (WSDOT STD SPEC 5-05) WITH BROOM FINISH CRUSHED SURFACING (WSDOT STD SPEC 9-03.9 (3)) (4.---SUBGRADE CONCRETE SIDEWALK N.T.S. R 1" R 1" 1 1 /2' 5 1/2" 6 1/2" R 1/2" MINIMUM 6" BASE COURSE WITH PRIME COAT t CONCRETE CURB AND GUTTER 0 2:1 MAX SLOPE N.T.S. - - - - O N \ .\ \ \ \ \ \ PAVEMENT FINISH GRADE CONTRACTOR TO MATCH EXISTING PAVEMENT DEPTHS. CONTRACTOR TO OBTAIN GEOTECHNICAL ENGINEERING REPORT FOR PAVEMENT RECOMMENDATIONS. J - - AMR R=28' (TYP) 5 1/2" R 1" a 7 3/4" CONCRETE CURB N.T.S. -- MINKLER BLVD. II, R=48' (TYP) FIRE TRUCK TURNING MOVEMENTS • CEMENT CONCRETE PAVEMENT (4,000 PSI) WITH 3-7% AIR ENTRAINMENT, INSTALLED PER WSDOT STD SPEC 5-05 CRUSHED SURFACING BASE COURSE PER WSDOT STD. SPEC. 9-03.9(3) MINIMUM 12-INCHES COMPACTED SUBGRADE. CONTRACTOR TO OBTAIN GEOTECHNICAL ENGINEERING REPORT AND RECOMMENDATIONS TO CONFIRM. - - SCALE: 1" = 10' - - IE WED FOR COMPLIANCE APPROVED An 2 5 2019 City of Tukwila DING DIVISION FItyy TT SNk' !wt.: 410 b /8=03 ry - - P.. CF'VEf CITY iF'tu1�:�'tLA APR 11 2019 PERMIT CENTER JACKSON I MAIN ARCHITECTURE 311 FIRST AVENUE SOUTH SEATTLE, WA 98104 t206.324.4800 W W W.JACKSONMAIN.COM NAVIX 11235 s.e. 6th street suite 150 bellevue, wa 98004 SITE CIVIL SITE I CIVIL 1: 425.453.9501 F. 425.453.8208 YAW .navixeng.com Y Z D_ CD W O O 12 2: 0 l 1 J W co oC00o Q r- rHO) 2 DESCRIPTION 1 BUILDING PERMIT SUBMITTAL BUILDING PERMIT RESUBMITTAL 1 Z - N DATE W°' •- 0 0 03/22/2019 PROJECT NO.: PROJECT MGR.: DRAWN BY: CHECKED BY: 50528006 JKG JKG/RJH JET SITE NOTES AND DETAILS C-1.1 JACKSON I MAIN ARCHITECTURE P.S. 02018 Mar 22, 2019 — 3:45pm B:\Washington\Tukwila\Jackson Main\Lam Seafood\2Drawings\LSTU_110S.dwg 18 INSTALL ACCESSIBLE SIGN PER REGULATORY CURB STANDARDS (TYP.) INSTALL ACCESSIBLE SIGN PER REGULATORY STANDARDS (TYP.) -0"/ 4"S DOUBLE COAT WHITE STRIPE AT 45', 18" O.C. 9'-0" NI e • 9'-0" / / \•., 6, & VAN 0 PROVIDE IN TERM_ SYMBOL (TYP). ON THE SURFACE OF EACH PARKING SPACE FOR THE DISABLED. SYMBOL SHALL HAVE A 3 FT. SQUARE INTERNATIONAL SYMBOL OF ACCESSIBILITY STENCILED IN BLUE PRINT. 4" WIDE DOUBLE COAT WHITE STRIPE (TYP.) NOTES: 1. SEE SITE PLAN FOR TOTAL LAYOUT. SEE GRADING AND DRAINAGE PLAN FOR GRADING DETAILS. 2. THESE DETAILS ARE FOR REFERENCE AND DIMENSION CONTROL ONLY. 3. ALL DIMENSIONS ARE TO CENTERLINE OF STRIPE UNLESS OTHERWISE INDICATED. SYMBOL TO BE WHITE, DOUBLE COATED, MINIMUM STROKE WIDTH TO BE 3". ALIGN WITH EDGE OF PARKING STALL 4. ALL SIGNS SHALL COMPLY WITH U.S. DEPARTMENT OF TRANSPORTATION, FEDERAL HIGHWAY ADMINISTRATION'S "MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES", LOCAL CODES AND AS SPECIFIED. MOUNT SIGNS TO WALL IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. DRAWN BY. FERN LIDDELL LANDING GRADE BREAK SEE CONTRACT PLANS - 4' - 0" MIN. CEMENT CONCRETE SIDEWALK - SEE NOTE 5 FLARE (TYP.) 3/8' EXPANSION JOINT (TYP.) - SEE STANDARD PLAN F-30.10 GRADE BREAK CURB, OR CURB AND GUTTER - SEE NOTE 4 FACE OF CURB MEASURED PARALLEL TO CURB (TYP.) SLOPE TREATMENT - SEE STANDARD PLAN F-30.10 ) ( II 3" R. TYP. CURB RAMP WIDTH 4' - 0' MIN. LANDING TO MATCH CURB RAMP WIOTH - SEE CONTRACT PLANS - GRADE BREAK _ SEE CONTRACT PLANS - 4' 0" MIN. - CURB RAMP RESERVED PARKING VAN ACCESSIBLE INTERNATIONAL ACCESSIBLE PARKING SYMBOL ADA PARKING STALL LANDING CURB RAMP CEMENT CONCRETE _ SIDEWALK - SEE NOTE 5 PROVIDE SMOOTH TRANSITION TO SIDEWALK WIDTH (TYP.) GRADE BREAK SEE CONTRACT PLANS - 4'-0"MIN . 3B" EXPANSION JOINT (TYP) - SEE STANDARD PLAN F-30.10 TRANSITION TO SIDEWALK BUFFER, IF PRESENT, OR TO BACK OF CURB (TYP.) - SEE CONTRACT PLANS DETECTABLE WARNING SURFACE - SEE STANDARD PLAN F-5.10 ` DEPRESSED CURB AND GUTTER - CROSSWALK SEE NOTE 4 PLAN VIEW TYPE PERPENDICULAR A LANDING CEMENT CONCRETE - PEDESTRIAN CURB SEE NOTE 4 4'- 0" MIN SEE CONTRACT PLANS * CURB. OR CURB AND GUTTER - SEE NOTE 4 FACE OF CURB - O CONTRACTION JOINT (TYP.) - SEE STANDARD PLAN F-30.10 FOR CURB RAMP LENGTHS GREATER THAN 8 - 0" PROVIDE CONTRACTION JOINT EQUALLY SPACED 4' • 0" MIN. OC. DETECTABLE WARNING SURFACE - SEE STANDARD PLAN F-45.10 16 - 0" MAX. (TYP.) SEE NOTE 7 GRADE BREAK ** CURB RAMP SECTION CEMENT CONCRETE CURB RAMP "TYPE PERPENDICULAR "A" PAY LIMIT - SEE NOTE 6 _ DETECTABLE WARNING SURFACE - / SEE STANDARD PLAN PJ8.10 DEPRESSED CURB AND GUTTER - SEE NOTE 4 CEMENT CONCRETE CURB AND GUTTER - SEE NOTE 4 CURB RADIUS DETAIL O N,T S. CURB RAMP WIDTH 4' - 0- MIN. LANDING TO MATCH CURB RAMP / WIDTH - SEE CONTRACT PLANS } )t, L DEPRESSED CURB AND GUTTER CROSSWALK GRADE BREAK SEE CONTRACT PLANS -4'-0"MIN. BUFFER WIDTH - MATCH TO CURB RAMP DEPTH (TYP.) CEMENT CONCRETE PEDESTRIAN CURB - SEE NOTE 4 DETECTABLE WARNING SURFACE - SEE STANDARD PLAN F-46.10 PLAN VIEW TYPE PERPENDICULAR B (SHOWN WITH BUFFER) GRADE BREAK COUNTER SLOPE - r 5.0% MAX. TOP OF ROADWAY � 46600 DEPRESSED CURB AND GUTTER - SEE STANDARD PLAN F-10.12 ISOMETRIC VIEW TYPE PERPENDICULAR A PAY LIMIT CEMENT CONCRETE CURB RAMP TYPE PERPENDICULAR "B" PAY LIMIT - SEE NOTE 6 GALVANIZED SQUARE TUBE SEE BREAK AWAY TUBE POST SLOPE TOP OF CONCRETE GROUND SURFACE NOTE: THE MIN. HEIGHT OF THE BOTTOM OF THE LOWEST SIGN SHALL BE 7'-0" EDGE OF TRAVEL WAY NOTES 3500 P.S.I. P.C. CONCRETE BASE'.' (-0' 1 12'0 ACCESSIBLE SIGN AND POST 1. At marked crosswalks, the connection between the curb ramp and the road- way must be contained within the width of the crosswalk markings. 2. Where "GRADE BREAK" is called out, the entire length of the grade break between the two adjacent surface planes shall be flush. 3. Do not place Gratings, Junction Boxes, Access Covers, or other appurten- ances on any part of the Curb Ramp or Landing, or in front of the Curb Ramp where N connects to the roadway. 4. See Contract Plans for the curb design specified. See Standard Plan F-10.12 for Curb, Curb and Gutter, Depressed Curb and Gutter, and Pedestrian Curb details. 5. See Standard Plan F-30.10 for Cement Concrete Sidewalk Details. See Contract Plans for width and placement of sidewalk. 6. The Bid Item "Cement Concrete Curb Ramp Type _" does not include the adjacent Curb, Curb and Gutter, Depressed Curb and Gutter, Pedestrian Curb, or Sidewalks. 7. The Curb Ramp length Is not required to exceed 15 feet (unless shown otherwise in the Contract Plans). When applying the 15-foot max. length, the running slope of the Curb Ramp is allowed to exceed 8.3%. Use a single constant slope from bottom of ramp to top of ramp to match into the landing over a horizontal distance of 15 feet. Do not include the abutting landing in the 15-foot max. measurement. 8. Curb Ramps and Landings shall receive a broom finish. See Standard Specifications 8-14. 9. Pedestrian Curti may be omitted if the ground surface at the back of the Curb Ramp andfor Landing will be at the same elevation as the Curb Ramp or Landing and there will not be material to retain. LEGEND SLOPE IN EITHER DIRECTION 1.5 OR FLATTER RECOMMENDED FOR * DESIGWFORMWORK 12% MAX.) * * * * * 7.5% OR FLATTER RECOMMENDED FOR DESIGN)FORMWORK (8.3% MAX.) 9.5% OR FLATTER RECOMMENDED FOR DESIGWFORMWORK (10% MAX.) ISOMETRIC VIEW TYPE PERPENDICULAR B PAY LIMIT Zelkr, Scott Jun 24 2016 7:20 AM PERPENDICULAR CURB RAMP STANDARD PLAN F-40.15-03 SHEET 1 OF 1 SHEET APPROVED FOR PUBLICATION Carpenter, MT he 29 20IS221 MI sNIE _ STATE DESIGN ENGINEER ERSOIR elan Stale DepwMrent of Transportation 6" DIA SCH 40 STEEL PIPE, FILL WITH CONCRETE FINISH GRADE CONCRETE BASE NOTES: A PAINT ALL NEW BOLLARDS AS FOLLOWS: 1-SURFACE PREPARATION; SOLVENT CLEANING SSPC SP-1 AND HAND TOOL CLEANING SP-2 OR 3 2-PRIMER; RECOATABLE EPDXY PRIMER, ONE COAT, 5.0 MDFT 3-FINISH COAT; TWO -COMPONENT, HI -SOLIDS ACRYLIC POLYURETHANE, ONE TO TWO COATS TO COVER, 3.0-4.0 MDFTPC COLOR TO BE YELLOW PER SPECIFICATION 32_17_23. B SEE DETAIL FOR BOLLARD SPACING 0 PIV'S AND FIRE HYDRANTS. C BOLLARD SPACING SHOWN IS APPROXIMATE, 3' (TYP) 4' (MIN) 6'-6" 1--18" BOLLARD NTS • o 3 w REVi>_:W-D FOR CODE COMPLIANCE APPROVED 2 5 2019 City of Tukwila BUILDING DIVISION ni&c „iV En CITVCF 1-u;VX1LA APR 11 21119 PERMIT CENTER 11235 ee. 8th street suite 150 bellevue, we 98004 JACKSON ( MAIN ARCHITECTURE 311 FIRST AVENUE SOUTH SEATTLE, WA 98104 1 206.324.4800 W W W.JACKSON MAIN.COM NAVIX SITE 1 CIVIL 1425.453.9501 t 425.453.8208 www.navbcenp.com DESCRIPTION BUILDING PERMIT SUBMITTAL BUILDING PERMIT RESUBMITTAL i Z r N DATE 12/20/18 03/22/19 en/22/20/9 PROJECT NO.: PROJECT MGR.: DRAWN BY: CHECKED BY: 50528006 JKG JKGIRJH JET SITE DETAILS C-1.2 JACKSON I MAIN ARCHRECTURE P.S. 02018 E rn N s- 1n 0) cn c c 0 1n E cc 0 c 0 3 _ _ • • __ _ _ SD S w w SS -- _ -- 1D.bb Tl, w^ 25.16 BC STORM DRAINAGE NOTES (NAVIX) 26.09 TC 25.59 BC 25.57 (M.E.) SD w w S 25.58 P '-S 25.74 TC 5.24 BC ss - 3 --- -- - 25.-75-TC-41LE.) _ 25.25 BC (M.E.) 25.69 TP 26.02 (M.E.; W SD- 25.92 TP 26.1 25.91 TP 26.20 (M.E.) 26.20 (M.E.) 10' ELECTRIC T ESMT. REC. NO. 7610120665 ° . 26.10 26.10 TC 26.03 BC 26.10 TC 26.08 BC 26.10 TP 26.10 TP 25.76 (M.E.) .[>� 1.__ -..==ti== 26.20 (M.E.) E 1 CONTRACT JUST RIM TO AND REPLA SOLID LOCKI 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE MOST CURRENT APPLICABLE LOCAL, STATE, AND FEDERAL STANDARDS. 2. EXISTING DRAINAGE STRUCTURES TO BE INSPECTED AND REPAIRED AS NEEDED, AND EXISTING PIPES TO BE CLEANED OUT TO REMOVE ALL SILT AND DEBRIS. 3. IF ANY EXISTING STRUCTURES TO REMAIN ARE DAMAGED DURING CONSTRUCTION IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO REPAIR AND/OR REPLACE THE EXISTING STRUCTURE AS NECESSARY TO RETURN IT TO EXISTING CONDITIONS OR BETTER. 4. STORM DRAINAGE PIPE WITH LESS THAN 2'-0" COVER SHALL BE CLASS IV REINFORCED CONCRETE PIPE, OR APPROVED EQUAL, TO SUSTAIN H-20 LOADING. 5. ALL ONSITE STORM DRAINAGE PIPE SHALL BE SMOOTH -WALLED INTERIOR, MANUFACTURER'S VERIFICATION OF MANNING'S ROUGHNESS COEFFICIENT N=0.012 OR LESS. 6. STORM DRAINAGE PIPE SLOPES SHALL BE NOT BE LESS THAN 0.5%. 7. PRECAST STRUCTURES MAY BE USED AT CONTRACTOR'S OPTION. 8. ALL CATCH BASINS AND AREA DRAINS ARE TO BE SITUATED SUCH THAT THE OUTSIDE EDGE OF GRATE FRAME IS AT TOE OF CURB OR FLOW LINE OF GUTTER (WHERE APPLICABLE). 9. CATCH BASIN INLET PROTECTION / EROSION CONTROL TO BE USED FOR ALL NEW INLETS. 10. ALL STORM PIPE ENTERING STRUCTURES SHALL BE GROUTED TO ASSURE CONNECTION AT STRUCTURE IS WATERTIGHT. 11. ALL STORM SEWER MANHOLES IN PAVED AREAS SHALL BE FLUSH WITH PAVEMENT, AND SHALL HAVE TRAFFIC BEARING RING AND COVERS. MANHOLES IN UNPAVED AREAS SHALL BE 6" ABOVE FINISH GRADE. LIDS SHALL BE LABELED "STORM" OR "DRAIN". 12. ALL STORM STRUCTURES SHALL HAVE A SMOOTH UNIFORM POURED MORTAR INVERT FROM INVERT IN TO INVERT OUT, UNLESS OTHERWISE SHOWN IN THE CATCH BASIN DETAIL. 13. CONTRACTOR SHALL CONNECT ROOF DRAIN LEADERS TO PROPOSED STORM DRAINS AS SHOWN. 14. RIM FOR CURB INLETS REFERS TO THE ACCESS UD. SEE CIVIL FINISHED GRADING PLANS FOR CURB INLET ELEVATIONS AT THE GUTTER LINE. c __ SD 25.24 TC/BC 25.21 It/BC `z 2. 25.74 TC 25.24 BC 25.553 TP _ _ / 25.98 TC 25.49 TP� 25'� 25.3P 26.00 TP 25.616milR;- BC ' ^ 26.00 TC 25.79 TC 25.29 BC `D n I 25.50 BC 26.00 TP �1r; I 5.06 (M.E.) 25.54 (M.E.) P 26.18 TC 25.68 BC 25.99 TP 26.33 TC 25.83 BC 26.38 TC 25.88 BC 25.95 TP 26.10 '11 ' I I naac m 1if6.t7 TP 26.10 TC 25.2' BC 26.37 TC 25.87 B 26.70 TC 26.20 BC 25.74 (M.E.) _ _ -SD 6.88 (M.E.) 25. 3 (M.E.) 25.66 M.E.) w _ _ SD w 25.51 TC 25.01 BC 25.43 TC 2493` BC - 26.60 TC 26.10 BC_ 26.30 TC 25.80 BC 25.89 TC 25.39 8C 26.27 TC 25.77 BC 25.95 (M.E.) 27.15 TC 26.65 BC 26.54iM.E.) 26.60 (M.E.) N STORM DRAINAGE NOTES (CITY OF TUKWILA) Sc 1, ALL METHODS AND MATERIALS SHALL MEET CITY OF TUKWILA DEVELOPMENT GUIDELINES AND DESIGN AND CONSTRUCTION STANDARDS, AND THE ADOPTED KING COUNTY SURFACE WATER DESIGN MANUAL, UNLESS OTHERWISE APPROVED. 2. MARK ALL STORM DRAIN INLETS WITH "DUMP NO WASTE" AND EITHER "DRAINS TO STREAMS", "DRAINS TO WETLANDS", OR "DRAINS TO GROUNDWATER", AS APPLICABLE. 3. DRIVEWAY CULVERTS SHALL BE OF SUFFICIENT LENGTH TO PROVIDE A MINIMUM 3:1 SLOPE FROM THE EDGE OF THE DRIVEWAY TO THE BOTTOM OF THE DITCH. CULVERTS SHALL HAVE BEVELED END SECTIONS THAT MATCH THE SIDE SLOPE. SD MINKLER BLVD. w w w SS-'_Sg SS 301 10 UTILITY s� N0. _ _ ROAD & ESMT. REC. 6050874. -s^ en en EARTHWORKS (NAVIX) _ _ _ _ W SD -- SS _ _ W -- SS SS- SD--„' I- SD. SD _ _ 36.05' R 11 R/W 7 30' RAILROAD R/W ESMT. 11 CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR MAKING ALL EXCAVATIONS IN A SAFE MANNER. PROVIDE APPROPRIATE MEASURES TO RETAIN EXCAVATION SIDESLOPES AND PREVENT ROCK FALLS, TO ENSURE THAT PERSONS WORKING IN OR NEAR THE EXCAVATION ARE PROTECTED. 2. NAVIX HAS NOT DESIGNED OR REVIEWED, IS NOT RESPONSIBLE FOR, AND DOES NOT CERTIFY ANY ASPECT OF ANY EXCAVATION SHORING SYSTEMS AND/OR SAFETY SYSTEMS FOR ANY EXCAVATION WHICH MAY BE DESCRIBED, SHOWN, OR DEPICTED, DIRECTLY OR INDIRECTLY, ON THESE DRAWINGS. 3. ELEVATION SLOPES SHOWN AT TOP OF OPEN CUT LOCATIONS ARE APPROXIMATE. 4. SEE STRUCTURAL DRAWINGS FOR LOCATION AND ELEVATION OF FOOTINGS AND LIMITS OF SLABS. 5. REPLACED TOPSOIL SHALL HAVE AN ORGANIC MATTER CONTENT OF BETWEEN EIGHT AND THIRTEEN PERVENT DRY WEIGHT AND PH SUITABLE FOR THE PROPOSED LANDSCAPE PLANTS, PER 2010 TUKWILA INFRASTRUCTURE DESIGN AND CONSTRUCTION STANDARDS, SECTION 5.6.8.1. 6. APPROX. EARTHWORK VOLUMES: CUT = 25 CY FILL = 185 CY NET = 160 CY (FILL) (THESE VOLUMES ARE BASED ON AN APPROXIMATE ANALYSIS BETWEEN EXISTING AND FINISH GROUND. CONTRACTOR SHALL NOT RELY ON THIS INFORMATION AND BE RESPONSIBLE FOR CALCULATING THEIR OWN VOLUMES BASED ON THE CITY APPROVED DRAWINGS). 0 0 20 40 SCALE: 1 inch =20 ft. LEGEND 21 MINOR CONTOUR - 20 MAJOR CONTOUR SPOT ELEVATION SLOPE ARROWS SD STORM DRAIN PIPE - RDL - ROOF DRAIN LINE ❑p AREA DRAIN • CLEANOUT $POT ELEVATION ABBREVIATIONS: TC: TOP OF FACE OF CURB BC: TOP OF PAVEMENT AT FACE OF CURB TP: TOP OF PAVEMENT ME: MATCH EXISTING STORM STRUCTURE SCHEDULE # DESCRIPTION O CLEANOUT RIM = 25.88 6" IE = 23.38 (NW) ORIM CLEANOUT = 25.73 6" IE = 23.22 (NE) 6" IE = 23.22 (SE) ONEW 6" X 8" WYE CONNECTION EX. 8" IE = 22.11 (E,W) 6" IE = 22.28 (S) CONTRACTOR TO FIELD VERIFY SD LOCATION/ELEVATION AND NOTIFY ENGINEER IMMEDIATELY OF ANY DISCREPANCIES. O AREA DRAIN RIM = 25.48 6" IE = 22.98 (S) ONEW 6" X 8" WYE CONNECTION EX. 8" IE = 22.70 (E,W) 6" IE = 22.87 (N) CONTRACTOR TO FIELD VERIFY SD LOCATION/ELEVATION AND NOTIFY ENGINEER IMMEDIATELY OF ANY DISCREPANCIES. 0 CHAIN DOWNSPOUTS TO CONVEY CANOPY DRAINAGE INTO LANDSCAPE. REFER TO ARCHITECTURAL PLANS FOR DETAILS. O7 SPLASH BLOCKS TO BE USED AT DOWNSPOUT LOCATIONS IN PLANTER PER DETAIL 3, SHEET C-2.1 STORM PIPE SCHEDULE PIPE # DIAMETER LENGTH (FT) SLOPE 6" D.I. 16 1.0% 1 2 6" D.I. 6 15.7% 3 6" D.I. 3 22.3% REVIEWED FOFf CODE COMPLIANCE APPROVED , ,T,, 2 5 2019 City of Tukwila BUILDING DIVISION biE-0279 APPROVE ail+ ;ii119 01 1UKWilb ;1.1E11 iC. Work% Okbp f!LO clVE; CITY OF -` U MVILA APR 11 2019 PERMIT CENTER JACKSON 1 MAIN ARCHITECTURE 311 FIRST AVENUE SOUTH SEATTLE, WA 98104 t 208.324.4800 W W W.JACKSONMAIN.COM (kJ NAVIX 11235 s.e. 6N street suite 150 bellows, we 98004 SITE�GVIL I CIVIL 1:425A53.9501 f: 425.4538208 www.nevixerg.oam Y. 2:0 0 eto O Ill 0 0 E-2: L_ al5E LLI E- CO op Eal c) Q <<OD CD CO CO CY) DESCRIPTION BUILDING PERMIT SUBMITTAL BUILDING PERMIT RESUBMFTTAL g- N PROJECT NO.: PROJECT MGR.: DRAWN BY: CHECKED BY: 03/22/2019 50528006 JKG JKG/RJH JET GRADING AND DRAINAGE PLAN C-2.0 JACKSON I MAIN. ARCH-ECTJRE S. Jv 201d Mar 22, 2019 — 3:45pm B: \Washington\Tukwila\Jackson Main\Lam Seafood\2Drawings\LSTU_120G,dwg GRADING NOTES (NAVIX) 1. THE SPOT ELEVATIONS INDICATED ON THIS PLAN REPRESENT THE DESIGN TOP OF PAVEMENT, UNLESS OTHERWISE NOTED. 2. CONTRACTOR IS RESPONSIBLE FOR DEMOLITION OF EXISTING STRUCTURES INCLUDING REMOVAL OF ANY EXISTING UTILITIES SERVING THE STRUCTURE. UTILITIES ARE TO BE REMOVED TO THE RIGHT-OF-WAY. 3. CONTRACTOR SHALL APPLY STABILIZATION FABRIC TO ALL SLOPES 3H:1V OR STEEPER. CONTRACTOR SHALL STABILIZE DISTURBED AREAS IN ACCORDANCE WITH LOCAL SPECIFICATIONS. 4. ALL UNSURFACED AREAS DISTURBED BY GRADING OPERATION SHALL RECEIVE 4 INCHES OF TOPSOIL. CONTRACTOR SHALL APPLY STABILIZATION FABRIC TO ALL SLOPES 3H:1V OR STEEPER. CONTRACTOR SHALL STABILIZE DISTURBED AREAS WITH GRASS IN ACCORDANCE WITH LOCAL SPECIFICATION UNTIL A HEALTHY STAND OF GRASS IS OBTAINED. (SEE LANDSCAPE PLANS) 5. ALL CUT AND FILL SLOPES SHALL BE CONSTRUCTED PER THE GEOTECHNICAL REPORT AND APPLICABLE LOCAL REGULATION. ALL CUT AND FILL SLOPES SHALL BE 3:1 OR FLATTER UNLESS OTHERWISE NOTED. 6. CONTRACTOR SHALL ENSURE POSITIVE DRAINAGE AWAY FROM BUILDINGS FOR ALL NATURAL AND PAVED AREAS AND SHALL GRADE ALL AREAS TO PRECLUDE PONDING OF WATER. 7. ALL POLLUTANTS OTHER THAN SEDIMENT ON -SITE DURING CONSTRUCTION SHALL BE HANDLED AND DISPOSED OF IN A MANNER THAT DOES NOT CAUSE CONTAMINATION OF STORMWATER. THE CONTRACTOR SHALL ADHERE TO ALL TERMS AND CONDITIONS AS OUTLINED IN THE GENERAL PERMIT FOR STORMWATER DISCHARGE ASSOCIATED WITH CONSTRUCTION ACTIVITIES. 8. PROPERTIES AND WATERWAYS DOWNSTREAM OF THE SITE SHALL BE PROTECTED FROM EROSION DUE TO INCREASES IN THE VOLUME, VELOCITY AND PEAK FLOW RATE OF STORMWATER RUNOFF FROM PROJECT SITE. 9. CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE GOVERNING CODES AND BE CONSTRUCTED TO SAME. 10. CONTRACTOR TO REMOVE UNSUITABLE SOILS LOCATED WITHIN THE BUILDINGS SPLAY LINE OF THE FOOTINGS. 11. ALL LANDSCAPE AREAS SHALL BE GRADED TO ONE AND ONE HALF INCH (1.5") BELOW THE SIDEWALK FINISH GRADE AND TO THE TOP OF CURB. SEE GRADING PLAN FOR ELEVATIONS. 12. CONTRACTOR SHALL ADJUST TOP OF MANHOLES AND GRATES TO FINISH GRADE AS REQUIRED. 13. FINISH GRADE PLANS REFLECT POSITIVE DRAINAGE TO CATCH BASINS, CURB CUTS, RAIN STRAINER TYPE MANHOLE LIDS, AREA DRAINS OR OTHER TYPES OF STORM WATER RECEIVING STRUCTURES. THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING POSITIVE DRAINAGE IN PARKING LOTS, HARDSCAPE AREAS, AND LANDSCAPING. NOTIFY ENGINEER OF ANY DISCREPANCIES. 14. ADA CROSSWALKS SHALL BE 2% MAX CROSS SLOPE AND COMPLY WITH ALL ADA STANDARDS. CONTRACTOR TO NOTIFY ENGINEER IF FIELD CONDITIONS VARY. IF AS BUILT CONDITIONS ARE NOT COMPLIANT, REMOVE AND REPLACE NON -COMPLIANT AREAS AT CONTRACTOR'S EXPENSE. 15. ADA PARKING STALLS SHALL BE 2% MAX SLOPE IN ANY DIRECTION AND COMPLY WITH ALL ADA STANDARDS. CONTRACTOR TO NOTIFY ENGINEER IF FIELD CONDITIONS VARY. IF AS BUILT CONDITIONS ARE NOT COMPLIANT, REMOVE AND REPLACE NON -COMPLIANT AREAS AT CONTRACTOR'S EXPENSE. 16. FOR BOUNDARY AND TOPOGRAPHIC INFORMATION REFER TO PROJECT SURVEY. 17. FOR LAYOUT INFORMATION REFER TO THE SITE PLAN. 45' BEND (SCH 40 PVC) 4"X 6" DOWNSPOUT WIRE SCREEN FOR RODENTS SPLASH BLOCK DOWNSPOUT COLLECTOR TO SPLASH BLOCK DETAIL N.T.S. 11/2 " 1/8" RAISE 1/2" WIDE BORDER 1" 8 10" 9 3 LS 3/4" SQUARES SPACED - 3/4" AS INDICATED - HT. 1/8" u1 aria n [aim] 5" CAST IRON RING & COVER 4" MIN. GRADE 2'-0" 1 1 1/2" CLASS "G" ASPHALT 12" 0 �Xaa � �, FIBRE JOINT PACKING , PVC PIPE is-_____/ j.. IC I' TJG- . :E SEAtfD IN SAME MANNER AS MAIN JOINTS CEMENT CONC. BEDDING 1'-0" STORM DRAINAGE CLEANOUT CLASS "B" CEMENT CONC. COLLAR 45' (1/8") BEND CEMENT CONC. BEDDING NTS CD 8" SCHEDULE-'" 40 PVC 45' BEND (SCH 40 PVC) 4"X 6" DOWNSPOUT 12" MAXIMUM 1- O Z w w to WIRE SCREEN FOR RODENTS WATER TIGHT CONNECTION SEE NOTE #2 1% MINIMUM SLOPE NOTES: 1. FOR ALL DEPTHS OF COVER LESS THAN TWO (2) FEET, PIPE MUST BE SCHEDULE 40 PVC. FOR DEPTHS OF COVER GREATER THAN TWO (2) FEET, FLEXIBLE PIPE MAY BE USED. REFER TO SPECIFICATIONS FOR ALLOWABLE PIPE TYPES. 2. A WATERTIGHT CONNECTION SHALL BE MAINTAINED WITH ANY TRANSITION FROM SCHEDULE 40 PVC PIPE TO ANY OTHER PIPE TYPE. 3. THE DOWNSPOUT COLLECTOR DRAIN SHALL BE INSTALLED BEFORE THE DOWNSPOUTS ARE INSTALLED ON THE BUILDING. SITEWORK CONTRACTOR SHALL BE RESPONSIBLE FOR ALL WORK TO AND INCLUDING THE RODENT SCREEN. BUILDING CONTRACTOR SHALL BE RESPONSIBLE FOR THE CONNECTION AT THE POINT OF THE RODENT SCREEN. NYLOPLAST DRAIN BASIN WITH PEDESTRIAN GRATE (9, 2) INTEGRATED DUCTILE IRON FRAME & GRATE TO MATCH BASIN 0D. (3) VARIABLE INVERT HEIGHT'S AVAILABLE (ACCORDING TO PLANS/TAKE OFF) MINIMUM PIPE BURIAL DEPTH PER PIPE MANUFACTURER RECOMMENDATION (6" MIN. ON 12" • 24', 10' MN. ON 30') (4) VARIOUS TYPES OF INLET & OUTLET ADAPTERS AVAILABLE: 4' - 30' FOR CORRUGATED HDPE (ADS N-12MANCOR DUAL WALL, ADSIFWNCOR SINGLE WALL), N-12 HP, PVC SEWER (EX SDR 35), PVC DW V (EX: SCH 40). PVC C90000905, CORRUGATED & RIBBED PVC WATERTIGHT JOINT (CORRUGATED HDPE SHOWN) 1 • 17- 30" PEDESTRIAN GRATES SHALL BE DUCTILE IRON PERASTM A536 GRADE 7060415. 2 - 12"- 30" FRANES SHALL BE DUCTILE RCN PER ASTLI A536 GRADE 704045. 3 - DRAM BASIN TO BE CUSTOM MANUFACTURED ACCORDING TO PLAN DETALS. RISERS ARE NEEDED FOR BASINS OVER 84' DUE TO SHIPPING RESTRICTIONS. SEE DRAWING N0. 7001-110055. 4 - DRAINAGE CONNECTION STUB JONT TIGHTNESS SHALL CONFORM TO ASTM D3212 FOR CORRUGATED NDPE (ADS N•12A(ANCOR DUAL WALL), N•12 HP, $ PVC SEWER (4'-24'). 5 - ADAPTERS CAN EE MOUNTED 0" TO 360". TO DETERMNE MNIMJM ANGLE BETWEEN ADAPTERS SEE DRAWNGNO.7001-1100n 6 - 12'-24' PEDESTRIAN GRATES SHALL MEET H-ID LOAD RATING 30' PEDESTRIAN GRATE SHALL MEET H-20 LOAD RATNGISEE DRAWING N0. 7001-110.144 FOR H-20 TRAFFIC LOAD GUIDELINES), 17.30' 12' MN WIDTH GUDEIJNE 6* MIN THCKNESS GUIDELINE (6) MEDIUM DUTY TRAFFIC LOADS CONCRETE SLAB DIMENSIONS ARE FOR GUIDELINE PURPOSES ONLY. ACTUAL CONCRETE SLAB MUST BE DESIGNED TAKING INTO CONSIDERATION LOCAL SOIL CONDIIION3. TRAFFIC LOADING, & OTHER APPIJCABLE DESIGN FACTORS. SEE DRAMNG NO, 7001-110-111 FOR NON TRAFFIC INSTALLATION. 4'MIN ON1T-24" 6' MIN ON 30' (3) VARIABLE SUMP DEPTH ACCORDING TO PLANS (6' MIN. ON 17 - 24',10" MIN. ON 30" BASED ON MANUFACTURING RED.) THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASSI OR II MATERIAL AS DEFINED IN ASTM 02321. BEDDING & BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE PLACED & COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321. THIS PRINT DISCLOSES SUBJECT MATTER N OMEN NYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPT OR POSSESSION OF THIS PRINT DOES NOT CONFER, TRANSFER. OR LICENSE THE USE OF THE DESIGN OR TECHNICAL INFORMATION SHOWN HEREIN REPRODUCTION OF DOS PRINT OR ANY INFORMATION CONTAINED HEREIN, OR MANUFACTURE OF ANY DATE 4-20-13 ARTICLE HEREFROM, FOR THE DISCLOSURE TO OTHERS IS FORBIOOEN, EXCEPT BY SPECIFIC WRITTEN DWG $f A� PERMISSION FRcJI NYLOPIAST. 42913 NItOFL491 DRAWN BY EBC MATERIAL DATE 4-2041 PVC REVISED BY JJC PROJECTNOMAME NyIt last 3138 VERONA AVE BUFORD, GA 38578 PFIN (T70) 1324443 FAX (770) 932-2480 ww48814oP8r6ua,cae 1471E DRAIN BASIN WITH PEEESTRWi GRATE QUICK SPEC INBTALLA71CN DETAL 1040 SHEET I OF 1 DWG NO, T001-110483 REV C DOWNSPOUT COLLECTOR DETAIL N.T.S. PPROVE[; 4.}7{< 711iq ; tt j •.ri TUk'nt:, Oklin RIGID PIPE (D.I., CONC.) SUBGRADE ELEVATION j PIPE BEDDING PIPE AS SPECIFIED ON PLAN OR SPECS NOTES: 1 FLEXIBLE PIPE 1.5 X10.418 24' MIN. (CPEP CMP, PVC) DIA. BACKFILL 4 " f.L'✓RE..Ot _D FC I 4a_ • a- ODE CCM7LIANCE APROVED i I " ,,n: ,n, 2.C T 2019 City of 'Tukwila BUILDING DIVISION 1. IN PAVED AREAS AND RIGHTS -OF -WAY, BACKFILL WITH %" MINUS CRUSHED ROCK TOP COURSE, COMPACTED IN MAXIMUM 6" LIFTS, TO 90 % MODIFIED PROCTOR PER ASTM D-1557. 2. IN UNPAVED AREAS BACKFILL WITH NATIVE MATERIALS OR GRAVEL AND COMPACT IN MAXIMUM 12" LIFTS TO 90% PER ASTM D-1557. 3. NATIVE BACKFILL MATERIAL AT UNPAVED AREAS SHALL NOT HAVE PARTICLE SIZE GREATER THAN 1" WITHIN 6" OF THE PIPE EXTERIOR. 4. COMPACT PIPE %" CRUSHED ROCK BEDDING TO 90 % MODIFED PROCTOR PER ASTM D-1557. NOT TO SCALE City of Tukwila TRENCH BEDDING AND BACKFILL SHEET: DS-14A ;-/",-.)tfr: CITY tit: 1u1M1n(1LA REVISION 41: 08.03 APPROVAL: B. SHELTON APR 11.A PERMIT CENTER JACKSON I MAIN ARCHITECTURE 311 FIRST AVENUE SOUTH SEATTLE, WA 98104 t 206.324.4800 W W W.JACKSONMAIN.COM NAVIX 11235 s.e. 6th street suite 150 Bellevue, we 98004 SITE CIVIL I CIVIL t: 425.459.9501 F. 425.453.8208 www.navixeng.cam L _ DESCRIPTION BUILDING PERMIT SUBMITTAL BUILDING PERMIT RESUBMITTALI 0 r CV CO CO LUo' opt0) 0 03/22/2019 PROJECT NO.: PROJECT MGR.: DRAWN BY: CHECKED BY: 50528006 JKG JKG/RJH JET GRADING AND DRAINAGE NOTES AND DETAILS C-2.1 JACKSON 1 MAIN ARCHITECTURE P.S. 02018 E rn N 0 rn 0 M N N c c 3 v 0 N w CD c 0 c 0 at c ---SD w 4n rn 5 s EXISTING FIRE HYDRANT • • • • -s GPO S OMB so 4 V 2" P(1I4 DOMESTIC T YER SERVICE s NEW 2" DOMESTIC WATER METER w w w ss ssww -9WU@Rds-MggEL55g7RY1 RPPA PPROVE() �QUAL SAFE-T-COVER MODEL 2005-AL HOTBOX OR APPROVEdrEQU ANCHORED TO A 21" X 50" 4-INCH THICK CONCRETE GENERAL UTILITY NOTES (NAVIX) 5 s s SD SD- riream O WAhr erAts Sir a sraw ADJUST EXISTING SSCO TO GRADE IRRIGATION SERVICE. SEE IRRIGATION PLANS BY OTHERS FOR ADDITIONAL INFORMATION. 14 LF 2" POLY DOMESTIC WATER SERVICE 2" DOMESTIC WATER SERVICE ENTRY. SEE MEP PLANS FOR CONTINUATION EXISTING FIRE HYDRANT ASSEMBLY TO BE REMOVED AND RELOCATED. INSTALL RELOCATED FIRE HYDRANT PER CITY OF TUKWILA STANDARD DETAIL WS-13. • PROPOSED PAD FOR GENERATOR (GENERATOR BY MEP) PROPOSED POWER FOR GENERATOR (BY MEP) 10' ELECTRIC i ESMT. REC. NO. ----- \ 7610120665 PAD ADJUST EXISTING SSCC TO GRADE 1 O - s 3 LF 2" POLY MESTIC WATER RVICE G 1. ALL IMPROVEMENTS SHALL MEET LOCAL, STATE DOT AND THE AMERICAN PUBLIC WORKS ASSOCIATION (A.P.W.A.) STANDARD SPECIFICATIONS. 2. THE DESIGN SHOWN IS BASED UPON THE ENGINEER'S UNDERSTANDING OF THE EXISTING CONDITIONS. THIS PLAN DOES NOT REPRESENT A DETAILED FIELD SURVEY. THE EXISTING CONDITIONS SHOWN ON THIS PLAN SHEET ARE BASED UPON THE LIMITED TOPOGRAPHY SURVEY FOR LAM'S MARKET PREPARED BY AXIS SURVEY & MAPPING, DATED DECEMBER 10, 2018. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING FIELD CONDITIONS PRIOR TO BIDDING THE PROPOSED SITEWORK IMPROVEMENTS. IF CONFLICTS ARE DISCOVERED, THE CONTRACTOR SHALL NOTIFY THE OWNER PRIOR TO INSTALLATION OF ANY PORTION OF THE SITEWORK WHICH WOULD BE AFFECTED. IF CONTRACTOR DOES NOT ACCEPT EXISTING SURVEY, INCLUDING TOPOGRAPHY AS SHOWN ON THE PLANS, WITHOUT EXCEPTION, HE SHALL HAVE MADE, AT HIS OWN EXPENSE, A TOPOGRAPHIC SURVEY BY A REGISTERED LAND SURVEYOR AND SUBMIT IT TO THE OWNER FOR REVIEW. 3. CAUTION - NOTICE TO CONTRACTOR THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITIES, AND WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANY AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES AND EXISTING IMPROVEMENTS WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS ON THE PLANS. 4. CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATION AND DIMENSIONS OF SLOPED PAVING, EXIT PORCHES, SIDEWALKS, RAMPS AND TRUCK DOCKS, PRECISE BUILDING DIMENSIONS AND EXACT BUILDING UTILITY ENTRANCE LOCATIONS. 5. ALL FILL MATERIAL SHALL BE IN PLACE, AND COMPACTED BEFORE INSTALLATION OF PROPOSED UTILITIES. 6. CONTRACTOR SHALL NOTIFY THE UTILITY AUTHORITIES INSPECTORS 72 HOURS BEFORE CONNECTING TO ANY EXISTING UNE. 7. MINIMUM WATER AND SANITARY SEWER TRENCH WIDTH SHALL BE 2 FEET. 8. ALL UTILITIES SHOULD BE KEPT TEN (10') APART (PARALLEL) OR WHEN CROSSING 18" VERTICAL CLEARANCE (OUTSIDE EDGE OF PIPE TO OUTSIDE EDGE OF PIPE). 9. IN THE EVENT OF A VERTICAL CONFLICT BETWEEN WATERLINES, SANITARY LINES, STORM LINES AND GAS LINE (EXISTING AND PROPOSED), THE SANITARY LINE SHALL BE DUCTILE IRON PIPE WITH MECHANICAL JOINTS AT LEAST 10 FEET ON BOTH SIDES OF CROSSING, THE WATERLINE SHALL BE MECHANICAL JOINTS WITH APPROPRIATE THRUST BLOCKING AS REQUIRED TO PROVIDE A MINIMUM OF 18" CLEARANCE, MEETING REQUIREMENTS OF ANSI A21.10 AND ANSI 21.11 (AWWA C-151) (CLASS 52). 10. LINES UNDERGROUND SHALL BE INSTALLED, INSPECTED AND APPROVED BEFORE BACKFILLING. 11. CONTRACTOR IS RESPONSIBLE FOR COMPLYING WITH THE SPECIFICATIONS OF THE LOCAL AUTHORITIES WITH REGARD TO MATERIALS AND INSTALLATION OF THE WATER AND SEWER LINES. 12. ALL NECESSARY INSPECTIONS AND/OR CERTIFICATIONS REQUIRED BY CODES AND/OR UTILITY SERVICE COMPANIES SHALL BE PERFORMED PRIOR TO ANNOUNCED BUILDING POSSESSION AND THE FINAL CONNECTION OF SERVICE. 13. CONTRACTOR SHALL COORDINATE WITH ALL UTILITY COMPANIES FOR INSTALLATION REQUIREMENTS AND SPECIFICATIONS. CONTRACTOR TO VERIFY WATER UNE LOCATION PRIOR TO CONSTRUCTION AND NOTIFY ENGINEER OF ANY DISCREPANCIES. CONTRACTOR TO CONFIRM LOCATION OF EXISTING SIDE SEWER PRIOR TO CONSTRUCTION AND NOTIFY ENGINEER OF ANY DISCREPANCIES. IMP* MEND GEM 5D 12"X6" TEFsp(M.I) 1 - 6" GATE VALVE (MJ) THRUST BLOCKING w w .T_.EXISA1G POWER Al VAULT LID TOY GRAIL' TRAFFIC RATED LID. CON COORDINATE WITH UTILITY 7_1211OR TO -OON r•TfUGTIOt4.Sea ATrOmr - WATER NOTES (NAVIX) SD D TELECO ass ACTOR TO URVEYOR W W SD MINKLER BLVD. w ss w -Ss 5 a a 30' ROAD & 1U UTILITY ESMT. REC. NO. 6050874 1. ALL CONSTRUCTION/INSTALLATION OF WATER MAINS SHALL BE DONE IN A SAFE, NEAT AND WORKMANLIKE MANNER, AND UNDER SUPERVISION BY UTILITY PROVIDER FORCES AT ALL TIMES. ALL SAFETY REQUIREMENTS FROM OSHA AND OTHER STATE REGULATING AGENCIES MUST BE MET. 2. WATER MAIN PIPE MATERIAL SHALL BE CLASS 52 DUCTILE IRON PIPE MEETING LOCAL REQUIREMENTS. POLYETHYLENE WRAP IS REQUIRED ON ALL METALS. 6-INCH FIRE HYDRANT LATERALS TO BE CLASS DUCTILE IRON PIPE. 3. AN 18-INCH MINIMUM SEPARATION IS REQUIRED ON SERVICE TAPS ON A MAIN LINE. SD SD EXISTING FI HYDRAN Z / 77 SS 0 10 20 40 SCALE: 1 inch = 20 ft. LEGEND t 36.05' R R/WE 30' RAILROAD R/W ESMT. 11 UTILITY NOTES (CITY OF TUKWILA) WATER PIPE WATER METER FIRE HYDRANT HORIZONTAL BEND WITH THRUST BLOCKING REDUCED PRESSURE PRINCIPLE ASSEMBLY WITH HOTBOX 1. ALL TRENCH EXCAVATION OPERATIONS SHALL MEET OR EXCEED ALL APPLICABLE SHORING LAWS FOR TRENCHES OVER 4-FEET DEEP. ALL TRENCH SAFETY SYSTEMS SHALL MEET WISHA REQUIREMENTS. 52 2. POWER, CABLE, FIBER OPTICS. AND TELEPHONE LINES SHALL BE IN A TRENCH WITH A 5'MINIMUM HORIZONTAL SEPARATION FROM OTHER UNDERGROUND UTILITIES. 3. ADJUST ALL MANHOLES, CATCH BASINS, AND VALVES IN PUBLIC RIGHTS -OF -WAY OR EASEMENTS AFTER ASPHALT PAVING. 4. CLASS 52 DUCTILE IRON MAY BE DIRECT TAPPED FOR 3/4 INCH AND 1-INCH SIZE SERVICES. SADDLES SHALL BE USED ON ALL TAPS 1-1/4" - 2" DIAMETER IN ANY PUBLIC MAIN. 5. ALL ELBOWS/BENDS ON WATER MAINS SHALL HAVE THRUST BLOCKS. 6. ALL NEW PIPES MUST BE PROPERLY FLUSHED, PRESSURE TESTED, AND CHLORINATED BY THE CONTRACTOR, AND INSPECTED BY UTILITY PROVIDER AND GOVERNMENTAL AGENCIES WITH JURISDICTION. 7. ALL BACKFLOW PREVENTION DEVICES (DOUBLE CHECK BACKFLOW PREVENTORS, REDUCED PRESSURE BACKFLOW PREVENTORS, PRESSURE AND ATMOSPHERIC VACUUM BREAKERS, ETC.) MUST BE APPROVED BY THE UTILITY PROVIDER AND GOVERNMENTAL AGENCIES WITH JURISDICTION. 8. ALL NEW CONNECTIONS TO EXISTING WATER MAINS REQUIRE ISSUANCE OF A PUBUC WORKS PERMIT AND INSPECTION BY THE CITY OR GOVERNMENTAL AGENCIES WITH JURISDICTION PRIOR TO BACKFILLING. 9. BACKFLOW PREVENTION DEVICES SHALL BE CONSTRUCTED OF CORROSION RESISTANT MATERIALS. 10. AS PART OF THE BASE BID, THE CONTRACTOR SHALL INCLUDE VERTICAL BENDS AND THRUST BLOCKS, AS NECESSARY, TO ACCOMMODATE PROPOSED UTILITY CROSSINGS. 11. ALL GATE VALVES THAT ARE LOCATED IN LANDSCAPE AREAS SHALL HAVE CONCRETE COLLAR. 12. WATER MAIN LENGTHS SHOWN ON PLANS ARE PLAN VIEW LENGTHS AND BASED ON ASSUMED FITTING DIMENSIONS. CONTRACTOR IS RESPONSIBLE FOR DETERMINING ACTUAL DIMENSIONS. RCVIE °i D EU< CODE CC?v1PLIAWCE APPROVED ,27, 2 5 2319 City of Tukwila BUILDING DIVISION I "APPROVED aPk2 a hi"" •;u.'y ryY I taK•vits: •.ag./Pt.IC: VV:nk•t. Ohbv RECEIVED CITY OF u;cw'ILA APR 11 2019 PERMIT CENTER 11235 s.e. 6th street suite 15D bellevue• wa 96004 JACKSON I MAIN ARCHITECTURE 311 FIRST AVENUE SOUTH SEATTLE, WA 98104 t 206.324.4800 W W W.JACKSONMAIN.COM NAVIX SITE I CIVIL h 425.453.9501 t 425.4533203 W,VW nave g.00111 1 z O F- LU 0 E- W 2 2 0< CD CD OD r` H Co CO CO rn E K 8 BUILDING PERMIT SUBMITTAL BUILDING PERMIT RESUBMITTAL 1 2 , N,L,, i i PROJECT NO.: PROJECT MGR: DRAWN BY: CHECKED BY: o3/22/20/9 60528006 JKG JKGiRJH JET UTILITY PLAN C-3.0 JACKSON !MAIN ARCHITECTURE P.S. ®201a E: d r7 rn N L_ LT n Main\Lam Seafood\2Drawings\LSTU_ 0 cm 0 �I A TI] 1 1 B �"O ■ril l� 'Elill?! D C ' DIMENSIONS METER SIZE 1.1/2" 2" Dimension A' 13.25" 17.25" Dimension B - Riser Height 12", 15", 18", 21", 24", 27" 12", 15", 18", 21", 24", 27" Dimension C - Nominal pipe size of inlet and outlet 1-1/2" 2" Dimension D* 21.50" 26.63" NOTES: 1. COMPOUND METER SUPPLIED AND SET BY THE CITY. 2" SINGLE REGISTER METER REQUIRES PRE -APPROVAL. 2. METER BOX SUPPLIED BY PERMITEE. 3. METER SETTER TO BE APPROVED BY THE CITY INSPECTOR PRIOR TO BACKFILL. 4. REFER TO CHAPTER 7 OF THE STANDARDS. 'CONTACT PUBLIC WORKS OPERATIONS FOR PREFERRED SPACING. NOT TO SCALE City Tukwila of METER 1-1/2" AND 2" SETTER WS-02 REVISIONSI: 08.03 LAST REVISION: 08,04 APPROVAL: B. SHELTON CAPPED CROSS THRUST BLOCKING SIZE PIPE SIZE DIA A Oft') C (ft') D (ft') E (ft') 4" 4 2 1 1 6" 10 5 3 1 8" 18 10 5 2 10" 28 15 8 4 12" 40 22 11 6 14" 55 30 15 8 16" 71 39 20 10 18" 90 49 25 13 20" 111 60 31 15 22" 135 73 37 19 24" 160 87 44 22 28" 218 118 60 30 30" 251 136 69 35 36" 361 195 100 50 42" 491 266 135 68 48" 641 347 177 89 PLUG A TEE WIO PLUG BLIND FLANGE OR SMALLER SIZE PIPE PLUG rimill RESTRAINEDA JOINT NOTES: 1. BEARING AREA OF CONCRETE THRUST -BLOCK BASED ON 250 PSI PRESSURE AND SAFE SOIL BEARING LOAD OF 1000 POUNDS PER SQUARE FOOT. 2. ADJUST BEARING AREA FOR OTHER PIPE SIZES, PRESSURES. AND SOIL CONDITIONS. 3. CONCRETE BLOCKING SHALL BE CAST IN PLACE AND HAVE A MINIMUM AREA OF 1/4 SQUARE FOOT BEARING AGAINST THE FITTING. 4. CONTRACTOR SHALL INSTALL BLOCKING ADEQUATE TO WITHSTAND FULL TEST PRESSURE AS WELL AS TO CONTINUOUSLY WITHSTAND OPERATION PRESSURE UNDER ALL CONDITIONS OF SERVICE. 5. HEIGHT OF THRUST BLOCK MUST BE EQUAL TO OR LESS THAN 1/2 THE DEPTH FROM THE GROUND SURFACE TO THE BLOCKS BASE. 6. USE GALVANIZED OR ASPHALT -COATED SHEEL, THREADED RODS AND PIPE CLAMPS. 7. REFER TO CHAPTER 7 OF THESE STANDARDS. 45° BEND E 11-1/4° BEND 22.1/2° BEND NOT TO SCALE City of Tukwila BLOCKING (HORIZONTAL) CONCRETE SHEET: WS•12A 1 OF 2 REVISION El: 08.03 APPROVAL: B. SHELTON QA PAINTED HIGH TENSILE D.I. SERVICE SADDLE WITH DOUBLE STRAP, AWWA I.P. THREAD TAP, ROMAC 202S OR EQUAL SIZE AS REQUIRED. © CORPORATION STOP, AWWA I.P. INLET BY MALE IRON PIPE THREAD OUTLET, MUELLER BALL NO. B-2969 OR EQUAL AS NEEDED. ©COUPLING MALE IRON PIPE THREAD BY MUELLER 110 FITTING, MUELLER NO. H-15451 OR EQUAL. COPPER TUBING, TYPE K OR HIGH MOLECULAR DENSITY POLYETHYLENE. TRACING TAPE FOR POLYETHYLENE PIPE. NOTES: 1. SERVICE LINE SHALL BE PERPENDICULAR TO THE WATERMAIN UNLESS OTHERWISE APPROVED BY THE ENGINEER. 2. BYPASS WILL BE LOCKED OFF BY CONSTRUCTION INSPECTOR WHEN METER SPREADER IS INSTALLED. 3. METER WILL BE SUPPLIED AND INSTALLED BY THE CITY OF TUKWILA. 4. SETTER SHALL BE POSITIONED TO CENTER RIGID SPREADER UNDER INSPECTION LID AND PROVIDE ADEQUATE CLEARANCE BETWEEN BYPASS AND BOX WALL FOR OPERATING AND LOCKING BYPASS VALVE. NOT TO SCALE City of Tukwila SERVICE 1-1/2" & 2" DOMESTIC SHEET: WS•03 REVISION 01: 08.03 APPROVAL: B. SHELTON N Ili N q r1u .- - N V m m O 1" 15 01 CNN 30 '0 YOI 0 m CD m 11.25' LOAD (LD) 617.62 N n C a r 7 M 0 "�m, In 7,565.89 0a,, °�, m F. .- ,1g0 co 3 ,- G r- y Q ONi 30,263.54 34,741.31 CO po g T m8. ID n iylni g N Al - aW QJ -t7 5 co 0 MN 37 4 O 135 r- ral O N V G N 0 O 0 Amy (`1 m co N W 10 01 < I7,681.03 CO ID tpp O m O ' 19,663.44 I 3. ID (O N 30,724.12 m n M 1. N N 4 N 6 N O m N 0 Oi m to m ,y0 10 CO m 135,493.38 0, p 01 10 n 0 V tY 0 4 N in to N C CI 39 ATO tD t- 87 m g m m tV 347 p9p '-' "15 0 ,7, a N 5,424.16 a, m o r- 4 §m'- N 4 F.), N m '2 1 4 mm 4 4 O m 72,924.82 86,786.56 in i m - 0) N 0 G"H. 265,783.83 347,146.23 1 V Q 8, V m 28 V B"I t� p 01 135 p 8 N N CT 491 Q ID A 901 LOAD (LB} 4,454.46 yO 10 o m m m Hyi 6l N 40,090.16 OD '2) N 0 N- N !C 90,202.87 v�i fiTi °l 134.747.49 {IQ CG1 r rmmp lV m N 250,563.52 v imp t"1 41 e- d °:' mi OQ m E 20 _ m m ID 577.5 577.5 577.5 577.5 N N 0 N ,D N 577.5 Iti Yrl 577.5 m N 577.5 m N 10 N PRESSURE (PSI) o N p 10 ci N o N O N p ci N 250 250 250 Q N o N p0 N N pD N pD N N PIPE AREA SOFT 0.08727 O O $ O 0.78540 L- � °1 � � N NI 4.27607 I V ,� 01 1lj��yl, lle 0 0. S 4 m m 0 N .- m m N0 {Ny lV N N I 30 I ID O m' 4 NOT TO SCALE City of Tukwila BLOCKING CONCRETE SHEET: WS-12A 2 OF 2 REVISION 01: 08.03 APPROVAL: B. SHELTON 2' 00 --) PROVIDE THRUST CLOCK • \ 5' STORTZ 18' ATCH MAIN DEPTH SIDEWALK IN 3' AND MAX 50' MECHANICAL JOINT MIN. 1 YARD DRAIN ROCK CONCRETE BLOCKING DIM. 1X1'X3' UNDISTURBED SOIL NOTES: 1. REFER TO CHAPTER 7 OF THESE STANDARDS. rDIA DUCTILE 1 IRON PIPE CURB AND GUTTER r FINISHED PAVEMENT 2. HYDRANTS EQUAL TO MUELLER IA-423 OR CLOW MEDALLION IF-2545, M S H 929. 2-3J4' ASPHALT COATED STEEL SHACKLE ROOS FLANGE JOI SEE VALVE BOX DETAL (WS-06/ 6' RESILIANT WFOCE GATE VALVE CAST IRON TEE (CEMENT LINED( MJ X MJ X FL SEE WS-12A AND WS-128 UNDISTURBED SOIL • • 3. HYDRANTS SHALL BE EQUIPPED WITH TWO 2-1/7' 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 A6' 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. 4. HYDRANTS SHALL CONFORM TO A.W.WA SPECIFICATIONS C 502-54; SHALL BE COMPRESSION TYPE AND SHALL HAVE A TWO PIECE BREAKING FLANGE WITH BREAKING THIMBLE AT THE GROUND LINE OR STEM; SHALL HAVE A SELF -OILING 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. 5. SHACKLE RODS SHALL BE ASPHALT -COATED STEEL OR CORTEN STEEL. 8. CITY HYDRANTS BONNET AND PORT CAPS SHALL BE FARWEST DELPHINIUM BLUE SAFETY 257. BARREL SHALL BE FARWEST CASE YELLOW SAFETY X-3472. 7. PRIVATE HYDRANTS SHALL BE PAINTED WITH IWO COATS OF FARWEST CASE YELLOW (IX-3472). 8. WHERE NO CURB AND GUTTER IS INSTALLED. FIRE HYDRANT SHALL BE LOCATED CLOSE TO THE PROPERTY UNE AND INSIDE THE RIGHT OF WAY OR EASEMENT. INSTALL BOLLARD GUARD POST PER WS-14. 9. HYDRANTS INSTALLED, RELOCATED OR OTHERWISE WORKED UPON AS A RESULT OF A PROJECT SHALL BE FRESHLY PAINTED. 10. HYDRANT SHALL NOT BE CLOSER THAN 4' TO ANY FIXED OBJECT. WITH THE EXCEPTION OF HYDRANT GUARD POSTS. PER TMC 14.24.03. NOT TO SCALE City of Tukwila FIRE HYDRANT ASSEMBLY AND SETTING SHEET: WS-13 REVISION I1: 08.03 LAST REVISION: 04.08 APPROVAL: BOB GIBERSON, CITY ENGINEER PAVEMENT PATCHING (SEE RS-03) BACKFILL BEDDING NOTE: TOP OF TRENCH 3 X 'DEPTH' (MAX. WIDTH) OUITER DIA. + 24' (MAX. WIDTH) BOTTOM OF TRENCH MIN. MIN. 3' 8 MAX. 6' 1. ALL BACKFILL SHALL BE 5/8" CRUSHED ROCK COMPACTED TO 90% MODIFIED PROCTOR OPTIMUM DENSITY. 2. REFER TO RS-03 FOR PAVEMENT PATCHING. 3. PAVED AREAS: BACKFILL WITH CRUSHED ROCK. 4. UNPAVED AREAS: BACKFILL WITH NATIVE MATERIAL OR CRUSHED ROCK. NOT TO SCALE City of Tukwila TRENCH BEDDING AND BACKFILL SHEET: WS-18 REVISION %1: 08.03 LAST REVISION: 04.08 APPROVAL: BOB GIBERSON, CITY ENGINEER 2' MAX. NOTES: J / ALIGN EARS WITH PIPE LINE ASSEMBLY 2' SQUARE OPERATING NUT 1f3 TOTAL LENGTH OPERATING NUT 4-1/4' DIA. 1/8' MIN. THICKNESS 1' SOLID METAL STOCK air SET SCREW NUT 2-1/4" SQUARE INSIDE MEASUREMENT 1/8" MIN. THICKNESS DETAIL 1. EXTENSIONS ARE REQUIRED WHEN THE VALVE NUT IS MORE THAN 5 FEET BELOW FINISHED GRADE. 2. ONLY ONE EXTENSION, MINIMUM OF 3 FEET LONG, TO BE USED PER VALVE. 3. ALL EXTENSIONS ARE TO BE MADE OF STEEL AND PAINTED WITH TWO COATS OF METAL PAINT. NO FIELD -FABRICATED EXTENSIONS. 4. VALVE BOX COVER SHALL BE LABELED "WATER". NOT TO SCALE City of Tukwila WATER MAIN SHEET: VALVE BOX (OPERATING NUT EXTENSION) WS-06 REVISION S1: 08.03 APPROVAL: B. SHELTON CONCRETE THRUST BLOCK 3' MIN. OR 3 TIMES DIA OF THE TAP. WHICHEVER IS GREATER DUCTILE IRON OR WELDED STEEL COATED WITH EPDXY PAINT ELEVATION VIEW NOTES: 0 0 O O L1 1. USE FOR TAPS ON CEMENT LINED DUCTILE PIPE. 2. PRE -TEST ASSEMBLY BEFORE DRILLING. 3. REFER TO CHAPTER 7 OF THESE STANDARDS. 4. REFER TO WS-13 & WS-14. :l ryPTli,%1%CC,' alJk Z :j 11;11: ;si,li''.I.,: : V*,rks r\I .v;Lv SD FC CODE CC?r 'LIA‘ICE. APPROVED 2 C. 2019 City f Tukwila D G DIVISION RESILIENT SEAT GATE VALVE fE-c€;VED C TY OF i ud WILA APR 11 2 19 PERMIT CENTER NOT TO SCALE City of Tukwila WATER MAIN TAPPING TEE SHEET: WS-10 REVISION I1: 08.03 LAST REVISION: 07.08 APPROVAL: BOB GIBERSON, CITY ENGINEER l 8-03 99 11235 S.B. SDI steel suite 150 beRevue, w098004 JACKSON I MAIN ARCHITECTURE 311 FIRST AVENUE SOUTH SEATTLE, WA 98104 t 206.324.4800 W W W.JACKSONMAIN.COM NAVIX SITE I CIVIL 1:425.453.9501 t 425.453.8208 Www.nsvueng.com DESCRIPTION BUILDING PERMIT SUBMITTAL BUILDING PERMIT RESUBMITTAL 0 "- N DATE 12@OI18 01 TO 0 p3/22/20/9 PROJECT NO.: PROJECT MGR.: DRAWN BY: CHECKED BY: 50528006 JKG JKG/RJH JET UTILITY NOTES AND DETAILS C-3.1 JACKSON I MAIN ARCHITECTURE P.S. 02018 0 J - W FFE=26.1' LEGEND RIM 24.50 SSMH 1723 6" DI IE 22.85 W RIM 25.25 PIPE HAS TURN DOWN 6"PVC IE12.655 _18" IE 12.19 E&W (CENTER CHANNEL) RIM 25.24 4"PVC IE21.66 S 8" PVC IE 21.54 W 8" PVC IE 21.49 E SSMH 1713 RIM 25.15 8" PVC IE 10.52 N 18" IE 10.52 W&E (CENTER CHANNEL) RIM 24.49 12" CONC IE 20.48 N LIMITED TOPOGRAPHIC SURVEY C8 1844 RIM 24.25 6" DI IE 21.70 S PIPE HAS DOWN TURN CB 1842 6" DI IE 22.41 5 PIPE HAS DOWN TURN SSMH 1687 RIM 25.41 8" PVC IE 10.65 $ 18" IE 10.66 W 18' IE 10.54 E SDMH 2514 RIM 25.69 (Xi 7513 BOTTOM 15.59' RIM 24.39 WATER 17.8' 12" CONC IE 22.16 S (DETENTION FACILITY ACCESS MANHOLE) SSMH 1686 RIM 25.24 8" PVC IE 11.74 S RIM 24.25 IE 11.61 N A 12" CONC IE 20.62 S 25- �i_ �1.� ����' .��� _ _ _ - -CURB - •-.-r.-. ,^M 'M i , -h1 ter■_-"!'..� _ _. - �� `��• i1j� .,�.,■, PEDESTRIAN CROSSING `' �' avaarari FFE=25.9' P C-❑ a o CO 0 ICV EB Ix 0 YYB COMM POWER JUNCTION BOX POWER VAULT STREET UGHT POWER TRANSFORMER CABLE TV RISER CROSSWALK POST SINGLE BUTTON CLEANOUT SANITARY SEWER MANHOLE CATCH BASIN STORM DRAIN MANHOLE CULVERT FIRE DEPARTMENT CONNECTOR FIRE HYDRANT IRRIGATION CONTROL VALVE WATER METER WATER VALVE GAS METER GAS VALVE BOLLARD SET BENCHMARK FOUND MONUMENT IN CASE DOUBLE YELLOW BUTTONS CMU RETAINING WALL - • EXISTING RETAINING WALL a, 12"CY 12"M P T C W -w G -xx-x- SS SD--^ SD SDMH 3414 RIM 23.94 18" DI IE 17.84 S 54" IE 16.66 E&W (CENTER CHANNEL) 1 SSMH 2222 RIM 23.51 24" DI IE 12.61 N RIVER ROCK STRIP RIM 23.34 16" CONC IE 17.79 S 16" CONC IE 17.42 N DCDA RIM 23.36 12" PVC IE 18.59 E 12" PVC IE 18.56 W i a CONCRETE PAVING ASPHALT PAVING BUILDINGS CHERRY MAPLE POWER LINE TELECOMMUNICATIONS LINE CABLE UNE WATER LINE WATER UNE PER RECORD GAS UNE CHAIN LINK FENCE UNE (CLFNC) SANITARY SEWER LINE STORM DRAIN UNE STORM DRAIN LINE PER RECORD • SSMH 7223 RIM 23.65 18"IE12.735 18"IE1248E SO-�-- RIM 24.37 6" DI IE 22.37 S PIPE HAS DOWN TURN CB 2508 RIM 24.38 12" CONC IE 20.08 N S'S- - - 58 - SC,, 24. SIGN KIOSK 30' UNION PACIFIC RAILROAD EASEMENT PER SOUTH CENTER SQUARE BINDING SITE PLAN #20080923001101- (THIS EASEMENT MAY NOT EXIST, SHOWN ONLY AS A NOTIFICATION) f TPN: 2623049110 RIM 23.91 8" PVC IE 21.98 S BTM DROP PI 24:74---- T8J/ B'••• Ey -25 J d FFE=25.9' RESERVED PARKING I� SSMH 1850 RIM 24.93 6" PVC IE 14.71 S 8" PVC IE 13.78.N RIM 24.45 6" DI IE 22.93 W PIPE HAS DOWN TURN "1 -25- _ ■ - ilrA :.= - , _ _ _ _ _ _ _ CURB CUT ,I111,a lwN�l��fl , 11 / �• \. r D ill I_ M -64 SCHEDULE B SPECIAL EXCEPTIONS mem Jet CVi 10' ELECTRIC ESMT. REC. NO.© 7610120665 ..11111111 r: • RIM 24.03 4"PVC IE21.405 6" DI IE 21.22 E DO NOT ENTER 15' UTIUTY ESMT. 1© REC. NO. 7207175017 25' ELECTRIC ESMT. REC. NO. 8411290968 EASEMENTS AND LEGAL DESCRIPTION ARE BASED ON THE ALTA COMMITMENT BY FIRST AMERICAN TIRE INSURANCE COMPANY, ORDER NO. NCS-906286-WA1, DATED MAY 3, 2018, AT 7:30 A.M. 1 PERTAINS TO REAL ESTATE EXCISE TAX. 2 PERTAINS TO GENERAL TAXES. 3 PERTAINS TO GENERAL TAXES. 4 PERTAINS TO GENERAL TAXES. 5 PERTAINS TO GENERAL TAXES. 6 PERTAINS TO CITY LIEN. 7 PERTAINS TO CITY LIEN. 8 PERTAINS TO CITY LIEN. 9 PERTAINS TO CITY LIEN. 10 SUBJECT TO EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN REGARDING ROAD AND UTILITIES PER REC. NO. 6050874. --SHOWN-- 11 SUBJECT TO RESTRICTIONS. CONDITIONS. DEDICATIONS, NOTES. EASEMENTS AND PROVISIONS, IF ANY, AS CONTAINED AND/OR DELINEATED ON THE FACE OF THE PLAT OF UPLAND'S TUKWILA INDUSTRIAL PARK RECORDED IN VOLUME 104, PAGE 8, IN KING COUNTY, WASHINGTON.--ESMTS 12 -- 12 SUBJECT TO EASEMENTS CONTAINED THEREIN PER REC. NO. • "�J•:.r.1 r OIL/WATER SEPARATORS 7206300498.--DOCUMENTS NOT PROVIDED FOR ESMTS. CONTAINED WITHIN THIS DOCUMENT-- 13 SUBJECT TO EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN REGARDING UTILITIES PER REC. NO. 7207170517.--SHOWN-- 14 SUBJECT TO COVENANTS, CONDITIONS, RESTRICTIONS AND/OR EASEMENTS PER REC. NO. 7210200584 AND 7305020527.--SHOWN-- 15 SUBJECT TO THE TERMS, PROVISIONS AND EASEMENT(S) CONTAINED IN THE DOCUMENT ENTITLED "RECIPROCAL EASEMENT" RECORDED SEPTEMBER 13, 1974 AS RECORDING NO. 7409130481 OF OFFICIAL RECORDS. --AFFECTS SOUTHERLY PORTION OF PARCEL A-- 16 SUBJECT TO EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN REGARDING UNDERGROUND ELECTRIC PER REC. NO. 7610120665.--SHOWN-- 17 SUBJECT TO RESERVATION OF MINERAL RIGHTS PER REC. NO. 7806080783.--NOT PLUMLIKE-- 18 SUBJECT TO EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN REGARDING UNDERGROUND ELECTRIC PER REC. NO. 7901080562.--AS CONSTRUCTED-- 19 SUBJECT TO RESTRICTIONS, CONDITIONS, DEDICATIONS, NOTES, EASEMENTS AND PROVISIONS, IF ANY, AS CONTAINED AND/OR REV# DESCRIPTION OF REVISION DATE #1 UPDATE EASEMENTS 10/19/18 BY 1M #2 REVISED STORM DRAIN FACILITIES 12/7/18 110 #3 #4 #5 CC SEE ABOVE FFE=25.8' 1 NW CORNET OF SW 1/4, SE 1/4 SEC 28 RR TRACKS (PARTIALLY UNDER ASPHALT, CONTS W.) CONCRETE TILT -UP BUILDING 26.1' BIKE RACK RESERVED PARKING PST BENCH BUILDING COLUMN (TYP) NOTES 25T W/ SOUD UD RIM 22.22 4"PVC IE14.01 W HAS PUMP IN STRUCTURE UNDETERMINED OUT LOCATION in to N f l I CO N N 1i CB 1614 RIM 22.16 4" PVC IE 20.13 E QB 1616 RIM 25.51 12" CMP IE 22.28 NE 12" CMP IE 22.28 W CB 1615 vl RIM 26.20 6" PVC IE 22.67 N 3 6" PVC IE 22.12 S 12" CMP IE 22.09 E I 26.Y 10' ELECTRIC 16 ESMT. REC. NO. 7610120665 SSMH 2119 RIM 25.80 8"PVC IE15.275 8" PVC IE 15.13 E RIM 24.69 4" PVC IE 23.44 W RIM 24.90 8" CONC IE 21.50 N 12" CPP IE 21.17 E CB 1619 RIM 25.07 12" CPP IE 21.05 W 12" CPP IE 20.95 S TAN: 2623049079 1' CONTOURS INTERVAL DERIVED FROM DIRECT FIELD OBSERVATION. THIS SURVEY MEETS UNITED STATES NATIONAL MAP ACCURACY STANDARDS FOR VERTICAL ACCURACY OF ONE HALF THE CONTOUR INTERVAL. UNDERGROUND UTILITIES WERE LOCATED BASED ON THE SURFACE EVIDENCE OF UTILITIES (PAINT MARKS, SAW CUTS IN PAVEMENT, COVERS, LIDS, ETC.). THE CONTRACTOR SHALL VERIFY THE EXACT LOCATION, ELEVATION AND SIZE OF EXISTING UTILITIES PRIOR TO CONSTRUCTION. THE INFORMATION DEPICTED ON THIS MAP REPRESENTS THE RESULTS OF A SURVEY CONCLUDED ON SEPTEMBER 25, 2018 AND CAN ONLY BE CONSIDERED AS INDICATING THE GENERAL CONDITIONS EXISTING AT THAT TIME. PRIMARY CONTROL POINTS AND ACCESSIBLE MONUMENT POSITIONS WERE FIELD MEASURED UTILIZING GLOBAL POSITIONING SYSTEM (GPS) SURVEY TECHNIQUES USING LEICA G514 GPS/GNSS EQUIPMENT EQUIPMENT. MONUMENT POSITIONS THAT WERE NOT DIRECTLY OBSERVED USING GPS SURVEY TECHNIQUES TIE D QUES WERE INTO THE CONTROL POINTS UTILIZING LEICA ELECTRONIC 1201 TOTAL STATIONS FOR THE MEASUREMENT OF BOTH ANGLES AND DISTANCES. THIS SURVEY MEETS OR EXCEEDS THE STANDARDS SET BY WACS 332-130-080/090. TEMPORARY BENCHMARKS 40-TBM 'A' SET 'X' ON TOP WESTERLY 3/4" BOLT IN ECO-BLOCK WALL AT SOUTHEASTERLY END OF TOPOGRAPHIC MAPPING. ELEVATION: 27.83' +TBM '8' SET MAG NAIL W/AXIS CONTROL WASHER IN PARKING LOT *4' EAST OF 60' RESTRICTIVE NO NORTH END OF PLANTER ISLAND IN FRONT OF PARTY CITY. ®BUILDING COVENANT I.4___Y5' REC. NO. 7210200584 SSMH 9115 RIM 25.37 8" PVC IE 13.22 S 8" PVC IE 13.71 NE INSIDE DROP NE 13.98 8" PVC IE 13.06 NE FFE=26.1' 2 -2' 24 24.2' RIM 25.10 12" CPP IE 19.94 N 12" CPP IE 19.94 5, gib SDMH 1621 RIM 25.70 24" CMP IE 16.30 S 24" CMP IE 16.30 N TOP 24" STAND PIPE 20.20 WATER 17.8 SDMH 1672 RIM 25.69 UNABLE TO MEASURE DUE TO LOW CEILING AND PIPES BEING HIGH IN STRUCTURE ELEVATION: 24.47' DELINEATED ON THE FACE OF THE PLAT OF UPLAND DRIVE BUSINESS PARK CONDOMINIUM RECORDED IN VOLUME 31 OF CONDOMINIUM PLATS, PAGE 73, IN KING COUNTY, WASHINGTON.--NO NEW ESMTS-- 20 SUBJECT TO TERMS, PROVISIONS, REQUIREMENTS AND UMITATIONS CONTAINED IN THE HORIZONTAL PROPERTY REGIMES ACT, CHAPTER 156, LAWS OF 1963 (RCW 64.32) AS NOW AMENDED OR AS IT MAY HEREAFTER BE AMENDED. --NO ESMTS-- 21 SUBJECT TO ANY ASSESSMENT NOW OR HEREAFTER LEVIED UNDER THE PROVISIONS OF THE CONDOMINIUM DECLARATION OF UPLAND DRIVE BUSINESS PARK OWNERS ASSOCIATION, OR ANY AMENDMENT(S) 'THERETO, OR UNDER THE BY-LAWS ADOPTED PURSUANT TO SAID DECLARATION NONE DUE AND PAYABLE. --NO ESMTS-- 22 SUBJECT TO THE EASEMENT CONTAINED IN THE DOCUMENT ENTITLED "BINDING SITE IMPROVEMENT PLAN FOR UPLAND DRIVE PARK" RECORDED SEPTEMBER 06, 1964 AS RECORDING NO. 8409060875.--NO NEW ESMTS-- 23 SUBJECT TO EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN REGARDING UNDERGROUND ELECTRIC PER REC. NO. 8411290968.--SHOWN-- 24 SUBJECT TO EASEMENT, INCLUDING TERMS AND PROVISIONS RIM 24.82 v 6" PVC IE 22.91 W 12" CMP IE 22.75 SW- / A i I i END OF WATER 'LOCATION SIGNAL 5'CLFNC 2"CY CULV 12"CMP IE = 22.49' E /111 I � ) i �24 L _. -26 26 TBM A ELEV = 27.83' /SET 'X' ON TOP WESTERLY BOLT OF ECO BLOCK WALL 60' CONTAINED THEREIN REGARDING UNDERGROUND ELECTRIC PER REC. NO. 8812270337.--AFFECTS SOUTHERLY PORTION OF PARCEL A-- 25 SUBJECT TO EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN REGARDING UNDERGROUND ELECTRIC PER REC. NO. 8812270337.--AS CONSTRUCTED-- 26 SUBJECT TO THE TERMS AND PROVISIONS CONTAINED IN THE DOCUMENT ENTITLED "AGREEMENT", EXECUTED BY AND BETWEEN CITY OF TUKWILA, A WASHINGTON MUNICIPAL CORPORATION AND PACIFIC NORTHWEST GROUP A, A JOINT VENTURE, RECORDED SEPTEMBER 27, 1991 AS INSTRUMENT NO. 9109270299 OF OFFICIAL RECORDS. --NO ESMTS-- 27 PERTAINS TO LEASE. 28 PERTAINS TO LEASE. 29 SUBJECT TO THE TERMS, PROVISIONS AND EASEMENT(S) CONTAINED IN THE DOCUMENT ENTITLED "DECLARATION OF RECIPROCAL ACCESS AND PARKING EASEMENT AGREEMENT" RECORDED AUGUST 21, 1998 AS RECORDING NO. 9808210837 OF OFFICIAL RECORDS. --BLANKET ESMT-- 30 PERTAINS TO LEASE. 31 PERTAINS TO LEASE. 32 SUBJECT TO EASEMENT AS DELINEATED ON THE FACE OF THE SURVEY RECORDED MAY 12, 1999 UNDER RECORDING NO. 35' j Q ` 1 TPN: CR 2510 T-1 RIM 24.18 12" DI IE 21.81 S SDMH 2511 N. RIM 24.36 12" CONC IE 17.83 S 12" DI IE 17.79 N CB 1624 RIM 25.88 8" CPP IE 22.07 NE AILROAD TRACKS W/ASPHALT IN BETWEEN SSMH 1623 RIM 25.47 8"PVC IE 14.825 8" PVC IE 14.42 W 8" PVC IE 14.32 N GATE CB 1676 RIM 24.53 12" CPP IE 20.51 E 12" CPP IE 20.49 SE 12" CONC IE 20.45 N CB 1671 RIM 24.39 12" CPP IE 20.84 E 12" CPP IE 20.84 W 55 55 36.05' RAILROAD 11 R/W ESMT. �-----OUTFALL POND AREA SD Z (DENSE SHRUB 12"CY 6'CLFNC NW - 5'CLFNC SW&SE 4• / 30' RAILROAD R/W ESMT. 11 CB 1625 RIM 26.19 8" CPP IE 21.39 W 8" CPP IE 21.39 SW 12" CPP IE 21.28 E N87'55'53"W 66.54' NO1'08'35"E 391.70' FOUND LEAD & TACK IN CONCRETE MONUMENT IN CASE 9/14/18 FOUND TACK IN LEAD IN CONC. DOWN 0.70' IN CASE. 05/04/17 CONTROL 1"= 200' 9905129003, IN VOLUME 129 OF SURVEYS, AT PAGE 173, IN KING COUNTY, WASHINGTON.--NO ESMT SHOWN-- 33 SUBJECT TO EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN REGARDING GAS & ELECTRIC PER REC. NO. 20010216000200. --AS CONSTRUCTED-- 34 PERTAINS TO LEASE. 35 PERTAINS TO LEASE. 36 PERTAINS TO LEASE. 37 PERTAINS TO LEASE. 38 SUBJECT TO EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN REGARDING GAS PER REC. NO. 20030410000831.--AS CONSTRUCTED-- 39 PERTAINS TO LEASE. 40 PERTAINS TO LEASE. 41 SUBJECT TO THE FOLLOWING MATTERS DISCLOSED BY AN ALTA/ACSM SURVEY MADE BY MILLMAN NATIONAL LAND SERVICES WITH A LAST REVISED DATE OF NOVEMBER 2, 2012, DESIGNATED JOB NO. 27806: c) SUBJECT'S BUILDING LIES A MAXIMUM DISTANCE OF 2.6 FEET OVER THE WESTERLY LINE OF A 15' WIDE UTILITY EASEMENT b) SUBJECT'S BUILDING LIES A MAXIMUM DISTANCE OF 12.6 FEET OVER THE WESTERLY LINE OF A 25' WIDE PUGET SOUND POWER AND LIGHT UTILITY EASEMENT Survey & Mapping 15241 NE 90TH ST REDMOND, WA 98052 TEL. 425.823-5700 FAX 425.823-6700 c) SUBJECTS BUILDING LIES A MAXIMUM DISTANCE OF 0.9 FEET OVER THE EASTERLY UNE OF A 25' WIDE BUILDING RESTRICTION EASEMENT/RECIPROCAL EASEMENT d) SUBJECTS BUILDING APPEARS TO LIE COMPLETELY ACROSS 10' PUGET SOUND POWER & LIGHT UTILITY EASEMENT 42 PERTAINS TO DEED OF TRUST. 43 PERTAINS TO FINANCING STATEMENT. 44 PERTAINS TO LEASE. 45 SUBJECT TO EASEMENT, INCLUDING T CONTAINED THEREIN REGARDING GAS 20140724000746.--AS CONSTRUCTE 46 PERTAINS TO LEASE. 47 PERTAINS TO LEASE. 48 PERTAINS TO LEASE. 49 PERTAINS TO LIEN. 50 PERTAINS TO LIEN. JACKSON / MAIN ARCHITECTURE, INC 311 FIRST AVE 5 SEATTLE, WA 98104 rwci.72DFCR ectexialal4INcE ptifftQVED A?R251319 City of Tukwila BUILDING DIVISION SE 1/4, SW 1/4, 1 GRAPHIC SCALE 30 15 0 30 1"=30' BASIS OF BEARINGS 60 HELD A BEARING OF NORTH 11'59'33" WEST ALONG THE MONUMENTED CENTERLINE OF SOUTHCENTER PARKWAY PER RECORD OF SURVEY BY CHADWICK & WINTERS LAND SURVEYING RECORDING NUMBER 9905129003. HORIZONTAL DATUM HORIZONTAL DATUM: NAD '83/'11 GPS 2011 WASHINGTON NORTH ZONE VERTICAL DATUM NAVD '68 PER CITY OF TUKWILA POINT NO. F-14, 3" BRASS DISC MARKED "SURVEY MON" AS FOUND IN THE BACK OF WALK. ELEVATION: 27.27 LEGAL DESCRIPTION PARCEL A: THAT PORTION OF THE SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER, AND OF THE SOUTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 26, TOWNSHIP 23 NORTH, RANGE 4 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON, AND OF THE NORTHWEST QUARTER OF THE NORTHEAST QUARTER, AND OF THE NORTHEAST QUARTER OF THE NORTHWEST QUARTER OF SECTION 35, TOWNSHIP 23 NORTH, RANGE 4 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHWEST CORNER OF THE NORTHEAST QUARTER OF SAID SECTION 35; THENCE SOUTH 87'4408•EAST ALONG THE NORTH LINE OF SAID NORTHEAST QUARTER A DISTANCE OF 140.16 FEET TO THE TRUE POINT OF BEGINNING; THENCE SOUTH 02'2442"WEST PARALLEL TO THE WEST LINE OF SAID NORTHEAST QUARTER A DISTANCE OF 894.23 FEET TO THE NORTH LINE OF THE SOUTH 430 FEET OF THE NORTHWEST QUARTER OF THE NORTHEAST QUARTER OF SAID SECTION 35; THENCE NORTH 87'5009-WEST ALONG SAID NORTH LINE A DISTANCE OF 140.16 FEET TO 'THE EAST UNE OF THE NORTHEAST QUARTER OF THE NORTHWEST QUARTER OF SAID SECTION 35; THENCE NORTH 87'5067'MEST ALONG THE NORTH UNE OF THE SOUTH 430 FEET OF SAID NORTHEAST QUARTER OF THE NORTHWEST QUARTER A DISTANCE OF 177.29 FEET TO A POINT 6 FEET DISTANT NORTHEASTERLY, MEASURED AT RIGHT ANGLES, FROM THE EASTERLY MARGIN OF THE MESS BROTHERS COUNTY ROAD NO 972; THENCE NORTH 11'59133-WEST ALONG A LINE 6 FEET DISTANT NORTHEASTERLY, MEASURED AT RIGHT ANGLES FROM SAID EASTERLY MARGIN A DISTANCE OF 1771.86 FEET; THENCE CONTINUING ALONG SAID LINE 6 FEET DISTANT NORTHEASTERLY ALONG A CURVE TO THE RIGHT HAVING A RADIUS OF 919.37 FEET, AN ARC DISTANCE OF 210.78 FEET THROUGH A CENTRAL ANGLE OF 13'08881 THENCE NORTH 01138,854AST ALONG SAID LINE 6 FEET DISTANT NORTHEASTERLY A DISTANCE OF 285.11 FEET TO THE NORTH LINE OF THE SOUTHEAST QUARTER OF' THE SOUTHWEST QUARTER OF SAID SECTION 26; THENCE SOUTH 87'556343AST ALONG SAID NORTH LINE A DISTANCE OF 625.20 FEET TO THE WEST UNE OF THE SOUTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SAID SECTION 26; THENCE SOUTH 87'55424AST ALONG THE NORTH LINE OF SAID SOUTHWEST QUARTER OF THE SOUTHEAST QUARTER A DISTANCE OF 140.16 FEET; THENCE SOUTH 01'124541EST PARALLEL TO THE WEST LINE OF SAID SOUTHWEST QUARTER OF THE SOUTHEAST QUARTER A DISTANCE OF 1318.77 FEET TO THE TRUE POINT OF BEGINNING; EXCEPT THE NORTH 2 FEET OF THAT PORTION OF THE SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER AND OF THE SOUTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 26, TOWNSHIP 23 NORTH, RANGE 4 EAST, WILLAMETTE MERIDIAN, DESCRIBED AS FOLLOWS: BEGINNING AT 'THE NORTHWEST CORNER OF THE SOUTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SAID SECTION 26; THENCE SOUTH 87'5502^EAST ALONG THE NORTH UNE OF SAID SOUTHWEST QUARTER OF THE SOUTHEAST QUARTER. A DISTANCE OF 140.16 FEET; 'THENCE SOUTH 01'12.25"WEST PARALLEL TO THE WEST LINE OF SAID SOUTHEAST QUARTER, A DISTANCE OF 490.00 FEET; THENCE NORTH 88'47435"WE5T, A DISTANCE OF 738.90 FEET TO A POINT 6 FEET DISTANT NORTHEASTERLY, MEASURED AT RIGHT ANGLES, FROM THE EASTERLY MARGIN OF MESS BROTHERS COUNTY ROAD NUMBER 972; THENCE NORTH 11'59133mEST ALONG SAID UNE 6.00 FEET DISTANT NORTHEASTERLY, MEASURED AT RIGHT ANGLES, FROM SAID EASTERLY MARGIN, A DISTANCE OF 7.73 FEET TO A POINT OF CURVATURE; THENCE CONTINUING ALONG SAID LINE 6.00 FEET DISTANT NORTHEASTERLY, MEASURED AT RIGHT ANGLES,FROMSAID EASTERLY MARGIN, ALONG A CURVE TO THE RIGHT HAVING A RADIUS OF 919.37 FEET AN ARC DISTANCE OF 210.78 FEET THROUGH A CENTRAL ANGLE OF 13'08E/87 THENCE NORTH 01'06135'EAST ALONG SAID LINE 6.00 FEET DISTANT NORTHEASTERLY, MEASURED AT RIGHT ANGLES, FROM SAID EASTERLY MARGIN, A DISTANCE OF 285.11 FEET TO THE NORTH UNE OF THE SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER OF SAID SECTION 26; THENCE SOUTH 87'55634AST ALONG SAID UNE A DISTANCE OF 625.20 FEET TO THE WEST LINE OF THE SOUTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 26 AND THE TRUE POINT OF BEGINNING, AND THAT PORTION OF THE SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER OF THE AFOREDESCRIBED PARCEL LYING SOUTH OF THE NORTH 2.00 FEET OF SAID DESCRIBED PARCEL AND ALSO LYING NORTHWESTERLY OF A CURVE HAVING A RADIUS OF 35.00 FEET AND WHICH IS TANGENT TO THE SOUTH UNE OF THE SAID NORTH 2.00 FEET AND ALSO TANGENT TO A LINE PARALLEL WITH AND 5.00 FEET WEST AS MEASURED AT RIGHT ANGLES TO THE WEST UNE OF THE AFOREDESCRIBED PARCEL, AS CONVEYED TO THE CITY OF TUKWILA FOR MINKLER BOULEVARD BY WARRANTY DEED RECORDED UNDER RECORDING NUMBER 9408290325, TOGETHER WITH THOSE CERTAIN RIGHTS IN A 35 FOOT NO BUILD CORRIDOR AS DEFINED IN RESTRICTIVE COVENANT RECORDED OCTOBER 20, 1972 AND MAY 2, 1973 UNDER RECORDING NUMBER 7210200584 AND 7305020527. PARCEL B: BEGINNING AT THE NORTHWEST CORNER OF LOT 4, UPLAND'S TUKWILA INDUSTRIAL PARK, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 4 OF PLATS, PAGES 8. 9 AND 10, RECORDS OF KING COUNTY, WASHINGTON; THENCE SOUTH 01124544EST, 426.63 FEET ALONG THE WEST LINE OF SAID LOT TO THE SOUTHWEST CORNER OF SAID LOT; THENCE SOUTH 87.5504" EAST, 11.45 FEET ALONG THE SOUTH LINE OF SAID LOT TO A POINT ON A CURVE, THE RADIUS POINT OF WHICH BEARS SOUTH 78'3767+AST, 410.68 FEET DISTANT; THENCE NORTHEASTERLY, ALONG THE ARC OF A CURVE CONCAVE TO THE SOUTHEAST HAVING A RADIUS OF 410.88 FEET, THROUGH A CENTRAL ANGLE OF 10'06.257 AND AN ARC LENGTH OF 72.48 FEET; THENCE NORTH 21'2848-EAST, 14.49 FEET TO A POINT OF CURVATURE; THENCE NORTHEASTERLY ALONG THE ARC OF A CURVE TO THE RIGHT HAVING A RADIUS OF 481.45 FEET, THROUGH A CENTRAL ANGLE OF 0810000w4ND AN ARC LENGTH OF 67.22 FEET; THENCE NORTH 29'2848•EAST, 41.25 FEET TO A POINT OF CURVATURE; THENCE NORTHEASTERLY, ALONG THE ARC OF A CURVE TO THE RIGHT, HAVING A RADIUS OF 410.88 FEET, THROUGH A CENTRAL ANGLE OF 541909-AND AN ARC LENGTH OF 389.63 FEET; THENCE NORTH 27'41E6" EAST, 29.92 TO A POINT ON THE NORTH LINE OF SAID LOT WHICH IS 405.00 FEET FROM THE POINT OF BEGINNING; THENCE NORTH 87'55024IEST 405.00 FEET ALONG SAID NORTH LINE TO THE TRUE POINT OF BEGINNING. & SW 1/4, SE 1/4, SEC. 26, TWP. 23N., RGE. 4E., W.M. CITY OF TUKWILA, KING COUNTY, WASHINGTON LIMITED TOPOGRAPHIC SURVEY /5e 03 FOR OAM'S MARKET CITY OF 16i( ILA APR 11 2019 PERMIT CENTER www.axis map.com J08 NO. 18-164 DATE 12/7/18 DRAWN BY JM/DMB CHECKED BY ZLN SCALE 1"=30' SHEET 1 OF 1 t 1 3 33 eGRSR6 15 TAXI} 25 UCH 5sT sr,ir. EST LANT LIST le) PIN .42 MEW I� ERIC • 140cA FAINKLER 15LVD 9S21M6 siglb1 (a) -l�iwa�/\ram.: ` •q:ii i�\�'.ri'.(rr+"✓I►�1L�_JIP71-'�.�.Gai.:!li✓dOt* iiui ui.•r►Jrata'-'' "AL. \=aO •ii�B ;iBf_aPow r:'.:'�wOn.0a���►r rs1Q:91\�: ._iG111GGN►ndb810i �. 1-!� • CIacds'Ceft ■u+r11Mi VIP*IV��UA:i1111i> ►tk11e4!l11ilan0gro h0P.wMAIll:i+_�_� 1wA�10!`."tOM=wrog��rAe,wo. n�:'..:(47�ra�r/1l�aaau !"aiaaariutl_ 0 NMI MINKLE -. t1VR QUANTITY SYMBOL PLANT NAME I SIX SPACING COMMENT AUU ARCTOSTAPHYLOS WA URSI abt4INNICK , 1 GALLON CAN 18'TRI SP 33 BERBRG BERBERIS ROSEY GLOW 1 GALLON CAN 93 BUX BUXUS HYBRID GREEN MOUNTAIN/ GREEN MOUNTAIN BOXWOOD - 15x15' ht end width b/b 7 CAL.G CALAMAGROSTIS X KAR_ FOERSTER/ FEATHER REED GRASS 1 GALLON 140 CALW CALLUNA ZOI 4' POTS ' 12'TRI SP 4 CHAMO CHAMAECYPARIS 08TU5A/ HINOKI CYPRESS 7-8 B/8 FULL - ROUNDED, WI6GIN5 12 CROC CROCOSMIA LIJCIFER 1 GALLON CAN 17 ECH ECHTNACAEPURR/REA DOUBLE DECKER PURPLE CONEFLOWER 1GAMON 180 ERIC ERICA OF MAXWELL 4' Pots, 12' tri sp. 2 GIJ:D GLEDITSIA PSEUDO. PURPLE ROBE/ PURPLE ROBE LOCUST 2' CALIPER 531JR9 vrae ors. 17 61% 12 RAINS4Rt, iaz, ND2a a A6ViN 11`1P. 1&�L%GOMFEE41114& RU(10CG 14' ADS oa) 40 ;It P RR', SPATION NC. { ENICS t"=10' �p 58 - LIRS LIROPESPICATA/ SPREADING LIROPE QUARTS AT 18- TRI SPACING 9 NANGS NANDINA DOMESTICA GULF STREAM/ HEAVENLY BAMBOO 5 GALLON CAN 23 NEPT NEPTETA CATARIA CATNIP 1 GALLON CAN 22 PENNV PEMASETUM BURGUNDY BUNNY 1 GALLON CAN • 65 PERY PERVOSKIA ATRIPLIFCIUA RUSSIAN SAGE 1 GALLON CAN 19 PIN P1NU5 MUGHO MUGUS/ - MUGHO PINE 10 GALLON CAN ilk PRl1NO PRUNUS LAUROCERACUS oTTOIWKEN/ OTTOLUYKEN LAUREL 18 to 24' b/b 36' SP ' 32 SED SEDUM BRILLIANT 1 GALLON C.... 15 TAXH TAXUS HICKSII 6 FOOT, B/8 % MIN 3'DEP114 eopto rtesoiL 1 E 2" MULCH CMS KANTER see.PIAN _VARIES akin 11.41 G1L.s1RLIiTVRAt 5o11. 5TIZ C1TR\L SOIL SECTION ►ON CAI NICER tikk. 4 C14N40 40 Mt -.3'c 60%3&`+1211:< -HIS> ti_ 10 gl rr as AIM GU STR1 SOIL 2,4 •.. ovER 4 e).6PM 1 =WATT / W/11 R i 15—"n" __4js MiNKLER t vP. __..._ TIE INTO Ex1517Ne ItZI;1FJ '[TaN MD tivo€ NE 4"61E@fE _ OPERATIONAL 4" SLEEV$ f ' 1 1 1 III 4 LON UPPL16H-ts(4)O 30' NT5 F.L`Wfr4_D FOR CODE CC:vi: LIANCE APPROVED r, r. Il r1 J L31 City of Tukwila BUILDING DIVISION EXISTING DeMAt ic VEs hi L WQ�3 a a IC u Z E vp z m _1 N esAST 125LOS III "ION f 206-396-76 / IRRIGATION Provide irrigation zones as shown on the plans. Provide all heads, piping, boxes, wiring, valves Rain sensor etc. point of connection with quick coupling valve and key for a complete irrigation system. Provide and secure all necessary permits. Piping shall be a minimum of 12" depth. Valves shall be Weathermatk Black Bullet, 1". Heads shall be as shown on plans. VERIFY OPERABLE EXISTING IRRIGATION SYSTEM AND CONTROLLER. CALL BEFORE YOU DIG Call 811 or 1800 424 5555 at least two business days prior to digging operations. Provide ticket number. NOTES: LANDSCAPING In new landscape beds provide excavation per description on the landscape documents. Provide 60/40 Imported soil in the landscape beds providing a minimum 6" crown from curb to center of the landscape island. Provide 2" depth composted mulch over new landscape beds after planting is complete. Provide Cornell University Structural Son beneath the paved areas at a minimum 3' depth per the drawing cross section and as shown on the plans. Follow the specifications for structural soil material components and specifications for installation as specified in the manufacturers printed instructions. Provide layout of plant material for approval by the la ' scape architect. Provide one year warranty for all plant material. te STA E OF WASH NGTON REGISTERED DSC AP ARL,HITECT -014/ KENNETH E. TRGE <LLJ L*NDS.API aorv,. C ERTFI^ATL 0501 77 J J 2 w D o a 0 CD oD rn ctocc O�j In co J co �cwi)m 'rA JACKSON 1 MAIN ARCHITECTURE 311 FIRST AVENUE SOUTH SEATTLE. WA 98104 ' 266.324.4800 W W W JACKSONMAIN.COM. LAM'S MARKET a- � a BUILDING PERMIT SUBMITTAL L =-9 m 6' o.& — p RCrr.'V E F? CITY il' '1 ICWIA APR 11 / WI PERMIT CENTER PROJECT NO.: 18027 PROJECT MGR.: DRAWN BY: CHECKED BY: LANDSCAPE AND IRRIGATION PLANS L-1 .00 JACKSON I MAIN ARCHITECTURE P.S. 0205 SHEET NOTES: G T 1 40'-0" EGRESS EXIT TO REMAIN. 1 7'-93/4" L PROJECT NORTH NEIGHBORING TENANT DEMO FLOOR PLAN 3132" =1'-0" 30'-0" -- SAW -CUT 7'-0" HIGH OPENING IN CONCRETE PANEL. SEE PLANS FOR OVERALL DIMENSIONS. 180' - 0" 40'-0" := SAW -CUT 10'-0" HIGH OPENING IN CONCRETE PANEL. UNLESS OTHERWISE NOTED. SEE PLANS FOR OVERALL DIMENSIONS. 1 40'-0" 30'-0" Jr (E) PANEL JOINT TY113. SAW -CUT AND REMOVE PORTION OF CONCRETE PANEL. DASHED SHADED LINES INDICATE DEMO BY OTHERS - N.I.C. ELECTRICAL AND FIRE RISER ROOM WALLS, DOORS, AND FRAMES TO REMAIN. 20' - 0" A.2 55'-0" 20'-0" 11' - 7" (E) PANEL JOINT TYP If IL 1 3' - 6' 15' - 0" 1 8'-0" 3'-6114" 1 REMOVE EXTERIOR DOORS AND FRAMES. UNLESS OTHERWISE NOTED. SAW -CUT 4'-6" HIGH OPENING IN CONCRETE PANEL. SEE PLANS FOR OVERALL DIMENSIONS. 1'-0" 8' zo NOTE 15 TYP. -- NEIGHBORING TENANT EGRESS EXIT TO REMAIN. - DOOR TO REMAIN AS IS COMPACTOR PAD AND DOOR TO REMAIN. ♦ b b io io r ♦ io ♦ zr a cD ♦ 0 1. ALL INFORMATION SHOWN ON THE DRAWINGS IS RELATIVE AND DOES NOT GUARANTEE ACCURACY. THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS. 2. NOTIFY ARCHITECT IMMEDIATELY OF ANY CONFLICTS BETWEEN EXISTING CONDITIONS AND NEW CONSTRUCTION PRIOR TO PROCEEDING WITH THE WORK. 3. COMPLY WITH ALL RULES AND REGULATIONS OF THE GOVERNMENTAL AUTHORITIES HAVING JURISDICTION OVER DEMOLITION WORK. 4. INCLUDE COMPLETE REMOVAL AND DISPOSAL OF DEMOLISHED ITEMS. SALVAGE ITEMS WHERE APPROPRIATE, COORDINATED PICKUP OR STORAGE WITH OWNER. 5. COORDINATE WITH OWNER FOR SHUT-OFF, CAPPING, AND CONTINUATION OF UTILITY SERVICES AS REQUIRED. 6. PROVIDE DEMOLITION TO THE EXTENT REQUIRED TO ACCOMPLISH NEW CONSTRUCTION. REFER TO ARCHITECTURAL (AND CONSULTANT, IF APPLICABLE) DRAWINGS. 7. PROTECT STRUCTURAL ELEMENTS FROM DAMAGE DURING DEMOLITION AND CONSTRUCTION. 8. REMOVE EXISTING FINISHES AS REQUIRED FOR NEW BUILD OUT. PREPARE WALLS AS REQUIRED FOR INSTALLATION OF NEW FINISH TREATMENT. 9. CLEAN AND PREPARE (IF NECESSARY PER FINISH PLAN) WALL FOR NEW PAINT. 10. CLEAN AND REPAIR WALLS THAT ARE STAINED WITH WATER DAMAGE. 11. ALL EXISTING DOORS, WINDOWS AND STOREFRONT SYSTEMS ARE TO REMAIN IN PLACE U.N.O. 12. CONTRACTOR TO CONFIRM FINAL OPENING SIZE W/DOOR MANUFACTURER. WALL LEGEND: fr'E` iC t=D FOR ! CODE Car.?LIANCE I APPROVED 2 5 2019 City of Tukwila BUILDING DIVISION EXISTING WALL TO BE DEMOLISHED EXISTING WALL TO BE DEMOLISHED REFER TO T.I. PERMIT EXISTING WALL TO REMAIN JACKSON I MAIN ARCHITECTURE 311 FIRST AVENUE SOUTH SEATTLE WA 98104 t 206.324.4800 WWW JACKSONMAIN.COM J - J 2 Ire D 0 � 1 CO 0) rn EE OO Ij tum 0 0 0 uW A w • ct Q Q J2 CO co0 > � -J CD CO °' Q W• 'S YQ ZCO N z 0 1- a 0 o PERMIT CORRECTIONS 01. _ � BUILDING PERMIT SUBMITTAL 2 in, co w FW- Q Q N N 7793 REGISTERE ARCHITEC TT WE STATE OF WASHINGTON PROJECT NO.: PROJECT MGR.: DRAWN BY: CHECKED BY: DEMOLITION FLOOR PLAN - LEVEL 01 18027 DR LB ML 1Jik-0399 flue. i\Ftf CITY qua tLA APR 11 211g PERMIT CENTER A0.01 JACKSON I MAIN ARCHITECTURE P.S. 02018 1 5 Lu 1 N r-I 0 CO W A JR co m 4111 /2019 8:51:40 AM G co 40' - 0" 30'-0" 1 180' - 0" 40'-0" 40' - 0" O 30'-0" 0 PROJECT NORTH DEMO ROOF PLAN 3/32" = 20' - 0" SEE FLOOR PLAN FOR FURTHER INFO. 55'-0" 20' - 0" ALL ROOFTOP MECHANICAL EQUIPMENT TO REMAIN. UNLESS NOTED OTHERWISE. TPO ROOFING TO REMAIN. UNLESS NOTED OTHERWISE. ALL FANS AND PLUMBING — VENTS TO BE REMOVED. PATCH OPENINGS IN ROOF DECK AND MEMBRANE TYP. UNLESS NOTED OTHERWISE. 7 O ALL PARAPET AND SCREEN WALLS TO REMAIN. UNLESS NOTED OTHERWISE. 0 \o O H b 8 0 0 SHEET NOTES: 1. ALL INFORMATION SHOWN ON THE DRAWINGS IS RELATIVE AND DOES NOT GUARANTEE ACCURACY. THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS. 2. NOTIFY ARCHITECT IMMEDIATELY OF ANY CONFLICTS BETWEEN EXISTING CONDITIONS AND NEW CONSTRUCTION PRIOR TO PROCEEDING WITH THE WORK. 3. COMPLY WITH ALL RULES AND REGULATIONS OF THE GOVERNMENTAL AUTHORITIES HAVING JURISDICTION OVER DEMOLITION WORK. 4. INCLUDE COMPLETE REMOVAL AND DISPOSAL OF DEMOLISHED ITEMS. SALVAGE ITEMS WHERE APPROPRIATE, COORDINATED PICKUP OR STORAGE WITH OWNER. 5. COORDINATE WITH OWNER FOR SHUT-OFF, CAPPING, AND CONTINUATION OF UTILITY SERVICES AS REQUIRED. 6. PROVIDE DEMOLITION TO THE EXTENT REQUIRED TO ACCOMPLISH NEW CONSTRUCTION. REFER TO ARCHITECTURAL (AND CONSULTANT, IF APPLICABLE) DRAWINGS. 7. PROTECT STRUCTURAL ELEMENTS FROM DAMAGE DURING DEMOLITION AND CONSTRUCTION. 8. REMOVE EXISTING FINISHES AS REQUIRED FOR NEW BUILD OUT. PREPARE WALLS AS REQUIRED FOR INSTALLATION OF NEW FINISH TREATMENT. 9. CLEAN AND PREPARE (IF NECESSARY PER FINISH PLAN) WALL FOR NEW PAINT. 10. CLEAN AND REPAIR WALLS THAT ARE STAINED WITH WATER DAMAGE. 11. ALL EXISTING DOORS, WINDOWS AND STOREFRONT SYSTEMS ARE TO REMAIN IN PLACE U.N.O. 12. CONTRACTOR TO CONFIRM FINAL OPENING SIZE W/DOOR MANUFACTURER. r;I_Vk tiv: D FOL. CODE CCM'LIAi44CE APPRCVED AM 25 2019 City of Tukwila BUILDING DIVISION ij/e-OSP, PEC:i;ifE`1 CITY OF u .YILA APB 11 21119 PERMIT CENTER JACKSON I MAIN ARCHITECTURE 311 FIRST AVENUE SOUTH SEATTLE, WA 98104 t 206.324.4800 W W W JACKSONMAIN.COM J NWN 0 —J J w D O (� O 0) jr O LL O w D Lt.)U)J mum z 0 1- a. re W 0 PERMIT CORRECTIONS 01 BUILDING PERMIT SUBMITTAL_ 0 b , a) 12121/2018 W I OCsj PROJECT NO.: PROJECT MGR.: DRAWN BY: CHECKED BY: 18027 DR LB ML DEMOLITION ROOF PLAN A0.O2 JACKSON MAIN ARCHITECTURE P S. 0 2018 EXISTING EXISTING TRASH TO NEIGHBORING AREA REMAIN TO REMAIN AS IS V SITE PLAN = 20'-0' EXISTING TENANT AREA TO BE IMPROVED HANGING ROOF CHAIN TYP OF 3 COVERED PATIO BLDG EXPANSION BIKE RACK ENTRY TOWER AREA I -I. 10'-0" ELECTRIC ESMT is CANOPY mil, DOWNSPOUT II TYP SEE CIVIL I REFER TO CIVIL FOR RAMP AND , ' SIDEWALK T-I INFORMATION ACCESSIBLE STALLS /4" CANOPY DOWNSPOUT TYP. SEE CIVIL EXTERIOR COOLER OVER NEW CON RETE SLAB UNDER C OPY REFER TO STRUT FOR SLAB DETAIL. REFER TO CIVIL FOR RAMP INFORMA" ION ELECTRl 1AL CONDUIT PER T I [ RAW INGS NEW 6" CONCRETE SLAB REINF. W/ #4 @12" OC EACH WAY FOR STANDBY GENERATOR - COORDINATE EXACT 81SIGN WITH T I. DRAWIN S. (E) COMP'4CTOR PAD NEW LOADING GARAGE DOOR 160' 9 .. ............. ESTRICTIVE BLDG COVENANT MINKLER BLVD. SEE CIVIL DRAWINGS FOR SITE INFO. CART CORRAL PARCEL - 883510-0000 SHEET NOTES: A LIMITS OF WORK ARE DEFINED WITHIN THE PROPERTY LINES AND ADJACENT RIGHT OF WAYS, B SITE CONTROLS ARE EXISTING PROPERTY CORNERS AS IDENTIFIED BY PROPERTY SURVEY C. REFER TO CIVIL DRAWINGS FOR SITE GRADING AND UTILITY LOCATIONS. D. EXPANSION JOINTS ARE SHOWN ON SITE PLANS, ALL OTHER LINES WITHIN CONCRETE PAVING AREAS ARE TO BE CONTROL JOINTS UNLESS OTHERWISE NOTED, REFER TO CIVIL DRAWINGS E. SIDEWALKS TO MAINTAINA SLOPE NO GREATER THAN 1.29 IN THE PRIMARY DIRECTION OF TRAVEL AND A SLOPE NO GREATER THAN 1'50 PERPENDICULAR TO THE PRIMARY DIRECTION OF TRAVEL REFER TO CIVIL DRAWINGS F CURB TO BE MEDIUM BROOM FINISH, PARALLEL TO GUTTER LINE. UNLESS OTHERWISE NOTED. G ARCHITECT SITE PLAN IS SHOWN FOR REFERENCE ONLY. REFER TO CIVIL AND LANDSCAPE DRAWINGS FOR PARAMETERS OF SITE INCLUDING ROADWORK, LANDSCAPING AND CONTEXTUAL SITE INFORMATION PARKING ANALYSIS: BACK PARKING LOT ANALYSIS EXISTING STALLS: 96 EXISTING STALLS TO REMAIN AS IS 89 PROPOSED STALLS. 2 ADA STALLS PARKING NARRATIVE THERE ARE 96 EXISTING UNDERUTILIZED PARKING STALLS LOCATED AT THE REAR OF THE SHOPPING CENTER THIS PROJECT CONSTRUCTS A NEW REAR FACING TENANT MAIN ENTRY WHICH WILL FULLY UTILIZE THE EXISTING REAR PARKING LOT, FREEING UP PARKING ON THE FRONT OF THE SHOPPING CENTER PARKWAY $UPERCENTER PARKING LOT ANALYSIS PARKING SPACES: 1705 TOTAL GLA 470,478 SF UNUSABLE AREA- ESTIMATED AT 5% OF TOTAL GLA = 23.524 SF AVERAGE SHOPPING CENTER VACANCY AREA - ESTIMATED AT 5% OF TOTAL GLA = 23,524 SF PARKING CALCULATION NOMINAL AREA = 470.478 SF - 23,524 SF - 23,524 SF = 423,431SF 423,431 SF f 1000 = 423 44 = 1693 STALLS REQUIRED PER TMC TABLE 18-5. CODE CC:.0tIANCG j APPi(QVED n^i 25 GUia City of Tukwila BUILDING DIVISION 2/8-O397 roc. 1 p R 11 2n1� PERIdIT CENTER JACKSON I MAIN ARCHITECTURE 3/ 1 FIRST AVENUE 001100 SEATTLE, WA98104 1206 324 4800 WWW JAGK0ONMAIN COM KIMCO REALTY J J CQ L LU o O 0 0 O QcC 0 1a Uwe LAW ▪ (n J p• cwnm U Oz PEt15TESE A CHITECT 4 PROJECT NO,. PROJECT MGR.' DRAWN BY CHECKED BY' 18027 BB WB/LB ML SITE PLAN A1.00 AC SON I MAIN MCt /ACwAS 258201e 4/11/2019 8:51:42 AM 40'-0' ro" INFILL OPENING FROM REMOVED DOOR PER STRUCTURAL DETAIL 4/S3.1 WITH A SKIM COAT. (E) TRASH/ RECYCLE 8'- 1 1/4" 30'-0" 13'-0" 18'-0" 2'-0" 10'-0" 8'-0„ r 18V-0" 40' - 0" EXIST) NEW OPENING 8' X 10' TYP. OF - 5 13'-6" en s'-0" 4'-0" 2' - a' 1' - 0" 40'-0" 0" 1'-0" 10'-0 NEW DOUBLE DOORS 8'X7' 1'-0" 11 1- I 8'-0" 0"-21 EXTERIOR PLANTERS TO ALIGN WITH CANOPY OPENINGS ABOVE 30'-0 4'-0" 8'-0" 1'-0" (E) PANE NEW FUI TYP. REI SEPARA JOINT (TYP.) RING WALL. =R TO E T.I. PERMIT 12'-6" NEW HOSE BIBB 1 -8'6 0 0" 20'_0" 8'-0„ 8'-0" Tic PROJECT NORTH NEIGHBORING TENANT ■ s INFILL OPENING FROM REMOVED DOOR PER STRUCTURAL DETAIL 4/S3.1 WITH A SKIM COAT. ROOF DRAIN OVERFLOW DS PIPE INSIDE COLUMN-DAYLITE AT BASE OF COLUMN WITH BRASS COW TOUNGE 55' - 0" 20'-0" 7• PROTECTIVE RAIL NEW MINI CART ROLL -UP DOOR 5'-0" X 4'-6" 0. i • 2 A4.01 1 3' - 8" 8' - a' S' - s' f-NEW GARAGE -DOOR- - 8' X 10' TYP. OF 3 (E) PANEL JOINT (TYP.) INFILL OPENING FROM REMOVED DOOR PER STRUCTURAL DETAIL 4/S3.1 WITH A SKIM COAT. INFILL OPENING FROM REMOVED DOOR PER STRUCTURAL DETAIL 4/S3.1 WITH A SKIM COAT. NEW GARAGE DOOR 8'X1a 1ST ©` y FLOOR PLAN 3132" = 7' 8" — DOWNSPOUT INSIDE COLUMN-TIGHTLINE TO STORM DRAIN b. R A4.02 .tD . Nrtt— —'-4 b N AIM N o A b CONTRACTOR TO VERIFY FREEZER FLOOR DRAIN/PIPE WITH T.I. SET. • 4 Co Go NEIGHBORING TENANT EXISTING ELECTRICAL ROOM EXISTING FIRE SPRINKLER RISER ROOM A4.02 SHEET NOTES: A. REFER TO DOOR AND WINDOW MANUFACTURER SPECIFICATIONS FOR ACTUAL ROUGH OPENING SIZE. B. REFER TO STRUCTURAL DRAWINGS FOR SHEAR WALL, HOLD DOWN LOCATIONS, AND BEAM SIZES. C. PROVIDE WALL GUARDS AT EXPOSED GYPSUM BOARD ON OUTSIDE CORNERS IN PUBLIC AREAS. D. T.I. PLAN SHOWN IN GREY FOR REFERENCE ONLY. TO BE PERMITED UNDER SEPARATE PERMIT. E. PROVIDE SAWCUT OPENINGS WITH NO OVERCUT. N OCANOPY PLINTH SECTION 112' =1,-0' '0. - 1" CAULK JOINT SACK FINISH CONCRETE PLINTH FLOOR PLAN AL 0.00' FOOTING PER STRUCT. D poi; i WE Ct .''LIANGE. PROVED -u %2K2919 City of Tukwila BUILDING DIVISION ENLA�RGEJDQC�OLUMN PLAN IC 1l2" = 1'-0" J! O r os T 7 PuRraiT CENTER nErF;VE CITY OF -I U KWfLA APR 11 2019 1/ JACKSON ( MAIN ARCHITECTURE 311 FIRST AVENUE SOUTH SEATTLE, WA 98104 t 206.324.4800 WWW.JACKSONMAIN. COM J J 2 NLIJ 6L D/�( 0 V0 VJ 0) Q O Q ct Ow • w LLJ D (A mum co O co J • co 0) w � YQ Zco N 0 a 0 co W 0 I BID ADDENDUM #1 _ PERMIT CORRECTIONS 01 BUILDING PERMIT SUBMITTAL I zain� co 0 L12/21/2018 Woo o5i 0 PROJECT NO.: PROJECT MGR: DRAWN BY: CHECKED BY: 18027 DR LB ML FLOOR PLAN - LEVEL 01 A2.O1 JACKSON I NW N ARCNITECTURE P.S. 02018 .5 IL 0 o v1 0 E E m a, 2 0)Lt PROJECT NORTH ROOF PLAN 3/371 =1'-0" UNCOVERED CANOPY TYP. r to 11'-0" J 4'- 5" 1 9'-2" 10'-10" 6' - 5" 1,4' - 5" 9'-2" 15'- 5" NEW TPO 60 MIL ROOF COMPATIBLE WITH EXISTING ADD CRICKET AS REQUIRED TO SLOPE ROOF TO DRAIN 1 ROOF DRA N W/OVER FLOW- TIGHTLINE TO _INTERNALJCOLUMN DRAIN_OVERFLQW TO DAYLIGHT AT EXTERIOR WALL ROOF CURB AT NEW/OLD ROOF TRANSITION Tit eT-81/2" 3- 9 1/4,. - o„ NEW ROOFTOP CONDENSER UNIT UNDER SE ABATE T.I. PERMIT • / 1" /11-0" 15'-0" NEW ENTRY TOWER 1 -_"" STRUCTURE 8-0" SHEET NOTES: A. PROVIDE PENETRATION FLASHING FOR ALL ROOF TOP EQUIPMENT AND RELATED CONDUIT AND PIPING. REFER TO PROJECT MANUAL, CONTRACT DOCUMENTS, MECHANICAL AND ELECTRICAL DRAWINGS FOR LOCATIONS AND QUANTITIES OF PENETRATIONS NOT INDICATED ON ARCHITECTURAL ROOF PLAN. B. PROVIDE MINIMUM 1/2" PER 12" SLOPE AT ALL CRICKETS AND MINIMUM 3/8" PER 12" SLOPE IN ALL VALLEYS, TYPICAL, UNLESS OTHERWISE NOTED. C. COVER VENTILATION OPENINGS WITH CORROSION -RESISTANT INSECT SCREENING. PROTECT VENTILATION OPENINGS AGAINST THE ENTRANCE OF SNOW AND/OR RAIN. WHERE EAVE OR CORNICE VENTS ARE INSTALLED, INSULATION SHALL NOT BLOCK THE FREE FLOW OF AIR. D. ALL ROOF PENETRATIONS TO MAINTAIN REQUIRED FIRE RATINGS) AND TO BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS. E. PROVIDE PENETRATION FLASHING FOR ALL ROOF TOP EQUIPMENT AND RELATED CONDUIT AND PIPING. REFER TO TO THE PROJECT MANUAL, MECHANICAL AND ELECTRICAL DRAWINGS FOR LOCATIONS AND QUANTITIES OF PENETRATIONS NOT INDICATED ON THIS PLAN. F. PROTECT VENTILATION OPENINGS AGAINST THE THE ENTRANCE OF SNOW AND/OR RAIN. WHERE EAVE OR CORNICE VENTING IS INSTALLED, INSULATION SHALL NOT BLOCK THE FREE FLOW OF AIR. G. COVER VENTILATION OPENINGS WITH CORROSIION-RESISTANT INSECT SCREENS. H. PROVIDE VENTING FOR CONCEALED SPACES PER BUILDING CODE. I. ROOF COLOR TO BE DETERMINED BY ARCHITECT. J. CONTRACTOR TO VERIFY EXISTING ROOFING HEIGHT/MATERIALS AND INTEGRATE NEW ROOFING WITH THE EXISTING CONDITIONS BB D Ok CODE\r.<L .NCE APP1.C2••f3D 7^252O19 City of Yuk*ila BUILDING DIVISION ROOF PLAN - TOWER 2 3/3r =1,-0• ?� nEC r!VEf CITY OF Yii:;YiLA APR 11 20i9 PERMIT CENTER it 0397 1/ JACKSON I MAIN ARCHITECTURE 311 FIRST AVENUE SOUTH SEATTLE, WA 98104 1206.324.4800 W W W.JACKSONMAIN.COM H _J Q 0 CO O O CO O O LL W U) _J LULU cn m 0 0 O w COL— W 1 Q z 0 L a v 0 0 PERMIT CORRECTIONS 01 BUILDING PERMIT SUBMITTAL J i1°^ a 12/21/2018 0 0 01 PROJECT NO.: PROJECT MGR. DRAWN BY: CHECKED BY 18027 DR LB ML ROOF PLAN A2.04 JACKSON I MAIN ARCHITECTURE P.S. V2018 ET Lara.bam i 0 0 c0 VI 0 E W CO 1- 5' TALL DECORATIVE FINIAL. N.I.C. DESIGN PROVIDED BY TENANT 5 D 1 B 6 B A 13 (B) 1 A A S2 EAST ELEVATION 1/8" =1'-0" SHEET NOTES: NEW EIFS ENTRY/TOWER r -t 41F 3 C 2700K EXTERIOR DECORATIVE WALL SCONCE N.I.0 31C 4 F PAINT ALL EXISTING EXTERIOR TILT PANEL WALLS. TOP: SAND BEACH SW7529 TYP. • EXTERIOR COOLER PAINT TO MATCH STONE LION SW7507 MATERIALS: a b EXISTING PANEL JOINTS (TYP.) 14 F • • • • • PA NT ALL EXISTING EXTERIOR TILT PANEL WALLS. BOTTOM: STONE LION SW7507 TYP. 2700K EXTERIOR DECORATIVE WALL SCONCE TYP. N.I.0 A. REFER TO SHEET A2.01 FOR DOOR AND WINDOW LOCATIONS. B. REFER TO SHEET A3.02 FOR DOOR AND WINDOW SCHEDULES. C. GENERAL CONTRACTOR TO COORDINATE ALL VERTICAL CONCRETE AND MASONRY JOINTS WITH ARCHITECT AND STRUCTURAL ENGINEER PRIOR TO CONSTRUCTION. D. MOCK-UPS: CONTRACTOR TO PROPOSE LOCATIONS OF ASSEMBLIES REQUIRING MOCK-UPS. LOCATIONS AND EXTENT OF MOCK-UP TO BE APPROVED BY ARCHITECT. E. FOR ALL ENVIRONMENTAL AIR EXHAUST: 3 FEET FROM PROPERTY LINES; 3 FEET FROM OPERABLE OPENINGS INTO BUILDINGS FOR ALL OCCUPANCIES OTHER THAN GROUP U, AND 10 FEET FROM MECHANICAL AIR INTAKES. SUCH EXHAUSTS SHALL NOT BE CONSIDERED HAZARDOUS OR NOXIOUS. F. ALL EXTERIOR FINISH CLADDING SYSTEMS TO TURN AND TERMINATE AT INTERIOR CORNERS, UNLESS OTHERWISE NOTED. G. GENERAL CONTRACTOR TO COORDINATE ALL VERTICAL AND HORIZONTAL FIBER CEMENT PANEL JOINTS AND BATTENS PER EXTERIOR ELEVATIONS WITH MANUFACTURER. I. TRIM AT ALL CORNERS TO BE 1X6 UNLESS OTHERWISE NOTED. J. WINDOW AND DOOR TRIM TO BE 1X4 UNLESS OTHERWISE NOTED. K. FASCIA TRIM TO BE 1X8 UNLESS OTHERWISE NOTED. L. PAINT EXTERIOR SOFFITS SAME COLOR AS FASCIA, STOP AT TOP OF SIDING (INSIDE CORNER) UNLESS OTHERWISE NOTED. M. ALL EXTERIOR SIGNAGE/LIGHTING TO BE PERMITTED UNDER A SEPARATE PERMIT N. CONTRACTOR TO GRIND SMOOTH EXPOSED WELDS AT CANOPIES. O. ALL EXPOSED CANOPY COLUMNS/BEAMS TO BE PAINTED DARK BRONZE WITH KYNAR 500 PAINT. PRODUCT COLOR X X PRODUCTS 1. 1 1/2"EIFS 2 PARAPET COPING 3. EXPOSED CANOPY FRAMING 4. CANOPY MIL DECK ROOF 5. METAL ROOF 6. 21/2" EIFS COLOR A. AESTHETIC WHITE SW7035 B. SAND BEACH SW7529 DARK BRONZE D. SPANISH RED E. STONE LION SW7507 F. G90 COATING PER STRUCT B INFILL EXISTING OPENING PER PLAN B MANUFACTURER PROFILE PROFILE / TEXTURE 1. BARREL -VAULT TILE MANUFACTURER A. DRYVIT B. BORAL EXISTING PANEL JOINTS (TYP.) PAINT ALL EXISTING EXTERIOR TILT PANEL WALLS. TOP: SAND BEACH SW7529 TYP. 1 31C PAINT ALL EXISTING EXTERIOR TILT PANEL WALLS. BOTTOM: STONE LION 5W7507 TYP. 5 D 1 B �O� CA 0 F6TEITTATI TUBE STEEL OUTRIGGER TO SUPPORT TENANT BANNER. PROVIDE BACKING AS REQUIRED T POWER OPERATED COILING OH DOOR. PROVIDE OUTSIDE SWITCH WITH KEYPAD OPERATION ^z - 1 A A • • • • T INFILL EXISTING DOOR OPENING PER PLAN 5' TALL DECORATIVE FINIAL. N.I.C. DESIGN PROVIDED BY TENANT T.O. TOWER idak 35.00' TENANT PROVIDED CLOCK N.I.C. - CONTRACTOR SHALL COORDINATE BACKING AND ELECTRICAL WITH TENANT PROVIDED CLOCK. TYP. OF 3 SIGNAGE N.I.C. TYP. - CONTRACTOR SHALL COORD. WITH TENANT AND SIGNAGE VENDOR TO PROVIDE BACKING AND 20AMP ELEC. CIRCUIT FLOOR PLAN 0.00' Il l ' -FLOOR PLARak 0.00 T.O. TOWER s 35.00' B.O. SHEATING 17.00' Direa179 FCir I CODE CC? L'LIANCE' APPROVED T;;252319 City of Tukwila BUILDING DIVISION i'ct EP CITY CF 1 oi:WILA APR 11 2fly PERMIT CENTER JACKSON I MAIN ARCHITECTURE 311 FIRST AVENUE SOUTH SEATTLE, WA 98104 t 206.324.4800 W W W.JACKSONMAIN.COM ›— F- 0 Q 2 J J 2 D o O o c 0 QoQ lY r> O LL UJ LLI U_ D W J cpU)m co • r J co m w YQ Z Y co N 0 P. a 0 O o z 4BID ADDENDUM #1 BUILDING PERMIT SUBMITTAL I a' 0 [02/13/2019 3/26/2019 7793 PROJECT NO.: PROJECT MGR.: DRAWN BY: CHECKED BY: 18027 DR LB ML EXTERIOR ELEVATIONS A3.01 JACKSON I MAIN ARCHITECTURE P. S. C 2018 E J JI 0 0 0 LL 4 18027 LAM'S U 3 E m 019 8:51:44 A • ♦ • ♦ • • • • • • ♦ ♦ • • • • • • • ' ' AIR CURTAIN PER T.I. SET o Y 0 0 0 0 0 - AIR CURTAIN / PER T.I. SET i-- CLEAR ANODIZED j/ FRAME J WINDOW BAND TYPE A TYPE B TYPE C '-0" b ♦ 2' - 8" 2' - 8" 2' - 8" 4 d Ai--- 2 2 2 . r STOREFRONT - Si 1/4' = 1'-0' SHEET NOTES: FLOOR PLANak 0.00' TYPE D 12'-0" • 3'-O" 3'-0" 3'-0" 3'-O' { • ♦ LJ "C STOREFRONT - S2 114"=1-0" WALL PACK LIGHT TYPE E FLOOR PLANAIL 0.00' PAINT ALL EXISTING EXTERIOR TILT PANEL WALLS. TOP: SAND BEACH SW7529 TYP. TYPE F PAINT ALL EXISTING EXTERIOR TILT PANEL WALLS. BOTTOM: STONE LION SW7507 TYP. Tf SOUTH ELEVATION U 1l8'=1'-0" MATERIALS: A. REFER TO SHEET A2.01 FOR DOOR AND WINDOW LOCATIONS. B. REFER TO SHEETA3.02 FOR DOOR AND WINDOW SCHEDULES. C. GENERAL CONTRACTOR TO COORDINATE ALL VERTICAL CONCRETE AND MASONRY JOINTS WITH ARCHITECT AND STRUCTURAL ENGINEER PRIOR TO CONSTRUCTION. D. MOCK-UPS: CONTRACTOR TO PROPOSE LOCATIONS OF ASSEMBLIES REQUIRING MOCK-UPS. LOCATIONS AND EXTENT OF MOCK-UP TO BE APPROVED BY ARCHITECT. E. FOR ALL ENVIRONMENTAL AIR EXHAUST: 3 FEET FROM PROPERTY LINES; 3 FEET FROM OPERABLE OPENINGS INTO BUILDINGS FOR ALL OCCUPANCIES OTHER THAN GROUP U, AND 10 FEET FROM MECHANICAL AIR INTAKES. SUCH EXHAUSTS SHALL NOT BE CONSIDERED HAZARDOUS OR NOXIOUS. F. ALL EXTERIOR FINISH CLADDING SYSTEMS TO TURN AND TERMINATE AT INTERIOR CORNERS, UNLESS OTHERWISE NOTED. G. GENERAL CONTRACTOR TO COORDINATE ALL VERTICAL AND HORIZONTAL FIBER CEMENT PANEL JOINTS AND BATTENS PER EXTERIOR ELEVATIONS WITH MANUFACTURER. I. TRIM AT ALL CORNERS TO BE 1X6 UNLESS OTHERWISE NOTED. J. WINDOW AND DOOR TRIM TO BE 1X4 UNLESS OTHERWISE NOTED. K. FASCIA TRIM TO BE 1X8 UNLESS OTHERWISE NOTED. L. PAINT EXTERIOR SOFFITS SAME COLOR AS FASCIA, STOP AT TOP OF SIDING (INSIDE CORNER) UNLESS OTHERWISE NOTED. M. ALL EXTERIOR SIGNAGE/LIGHTING TO BE PERMITTED UNDER A SEPARATE PERMIT N. CONTRACTOR TO GRIND SMOOTH EXPOSED WELDS AT CANOPIES. O. ALL EXPOSED CANOPY COLUMNS/BEAMS TO BE PAINTED DARK BRONZE WITH KYNAR 500 PAINT. X X PRODUCT } I 1 + MANUFACTURER COLOR PROFILE PRODUCTS 1. 1 1/2"EIFS 2. PARAPET COPING 3. EXPOSED CANOPY FRAMING 4. CANOPY MTL DECK ROOF 5. METAL ROOF 6. 21/2" EIFS Mat A. AESTHETIC WHITE SW7035 B. SAND BEACH SW7529 C. DARK BRONZE D. SPANISH RED E. STONE LION SW7507 F. G90 COATING PER STRUCT PROFILE/TEXTURE 1. BARREL -VAULT TILE MANUFACTURER A. DRYVIT B. BORAL 000 NEW GARAGE DOOR AT LOADING 3 C EXTERIOR COOLER PER T.I. DRAWINGS DOOR SCHEDULE MARK Panel Type Width HEIGHT DOOR FINISH FRAME MATERIAL HARDWARE U-VALUE Manufacturer COMMENTS 100 A 3' -6" 7' - 0" INSUL. METAL METAL 1,2,7 .46 PAINT TO MATCH SAND BEACH SW7529 101 B 6' - 0" 7' - 0" GLASS ALUM 1,2,8 .8 KAWNEER AA 250 OR APPROVED EQ 102 C 12' - O" 8' - 0" GLASS ALUM 1,2,5,8 .6 BESMM SL500 OR APPROVED EQ 103 D 5' - 0' 4' - 6' METAL METAL 2,4 .46 OVERHEAD DOOR 810S OR APPROVED EQ 104 E 6' - 0" 10' 40" GLASS ALUM 2,3 .6 OVERHEAD DOOR 511 OR APPROVED EQ INSULATED GLASS TO BE USED 105 E 8' - 0" 10' 40' GLASS ALUM 2,3 .6 OVERHEAD DOOR 511 OR APPROVED EQ INSULATED GLASS TO BE USED 106 E 6' - 0" 10' -)0" GLASS ALUM 2,3 .6 OVERHEAD DOOR 511 OR APPROVED EQ INSULATED GLASS TO BE USED 107 F 8' - 0' 10' - 0" METAL METAL 2,3 .46 OVERHEAD DOOR 422 OR APPROVED EQ DOOR HARDWARE 1. LOCKSET. 2. WEATHER SEALS HEAD AND JAMBS. 3. CHAIN PULL OPERATION 4. POWER OPERATED. OUTSIDE SWITCH WITH KEYPAD OPERATION 5. SENSOR OPERATION 6. PROVIDE SIGNAGE OVER EXIT DOOR AS REQUIRED BY LOCAL CODE STATING "THIS DOOR TO REMAIN UNLOCKED DURING BUSINESS HOURS" 7. PANIC HARDWARE STOREFRONT SCHEDULE MARK MATERIAL FINISH ILFACTOR SHGC Manufacturer Comments S1 ALUMINUM CLEAR ANODIZED .29 .23 KAWNEER 451T OR APPROVED EQ S1 ALUMINUM CLEAR ANODIZED .29 .23 KAWNEER451TORAPPROVED ED S1 ALUMINUM CLEAR ANODIZED .29 23 KAWNEER 451T OR APPROVED EQ S1 ALUMINUM CLEAR ANODIZED .29 .23 KAWNEER 451T OR APPROVED EQ S1 ALUMINUM CLEAR ANODIZED .29 .23 KAWNEE2451TORAPPROVED EQ S1 ALUMINUM CLEAR ANODIZED .29 .23 KAWNEER4517ORAPPROVED EQ S1 ALUMINUM CLEAR ANODIZED .29 23 KAWNEER451TCRAPPROVED EQ S2 ALUMINUM CLEAR ANODIZED .29 .23 KAWNEER451TORAPPROVED ED CANOPY GUTTER AND DOWNSPOUT PAINTED TO MATCH COLUMNS TYP. FLOOR PLAN 0.00' 11 A A 6 B IA 3 C J CTOWER ELEVATION 1 y 1/8' = 1'-0' SID 1 B f F i ♦ 5' TALL DECORATIVE FINIAL. N.I.C. DESIGN PROVIDED BY TENANT TENANT PROVIDED CLOCK N.I.C. - CONTRACTOR SHALL COORDINATE BACKING AND ELECTRICAL WITH TENANT___ _ T.O. TOWER PROVIDED CLOCK. TYP. OF 3 35.00' SIGNAGE N.I.C. TYP. - CONTRACTOR SHALL COORD. WITH TENANT AND SIGNAGE VENDOR TO PROVIDE BACKING AND 20AMP ELEC. CIRCUIT 1( airea397 FLOOR PLAN 0.00' •-=AFC)i • .... CODE CC 'LIANCE APPROVED 2 5 2019 City of Tukwila BUILDING DIVISION CiI;'RECnIvcn e OF iui:;WJILA APR 11 mg PERMIT CENTER JACKSON I MAIN ARCHITECTURE 311 FIRST AVENUE SOUTH SEATTLE, WA 98104 t 206.324.4800 W W W JACKSONMAIN.COM KIMCO REALTY 0 > co Oco17-0 LL �� w� W YQ Cn Y z Q co _I2ND z 0 0 a. 0 0 0 PERMIT CORRECTIONS 01 BUILDING PERMIT SUBMITTAL - N 3/26/2019 12/21/20181 7793 PROJECT NO.: PROJECT MGR.: DRAWN BY: CHECKED BY: 18027 DR LB ML EXTERIOR ELEVATIONS A3.02 JACKSON I MAIN ARCHITECTURE P.S. 2016 Ia 2 LL to E 0 8 9 E a m VENTED ACCESS DOOR 3'X4' COFFERED CEILING Sim NEW SINGLE PLY MEMBRANE ROOF MINIMUM R-38 CI c J RECESSED AIR CURTAIN AND 7-2- SOFFIT PER T.I. DRAWINGS A8.02 Sim IITh I L L AB.02 Sim T.O. TOWER 35.00' METAL ROOFING "BARREL -VAULT TILE" F 0 1 2v - PRE -FINISHED METAL SOFFIT W/CONT. VENT 3/4" EXT. PLYWOOD TO BE USED AT NORTH, EAST AND WEST TOWER FACES AS REQ'D FOR PROPER BACKING. Sim G.C. SHALL PROVIDE BACKING AS REQUIRED FOR CLG. HUNG FIXTURES 3' WIDE 3/4" PLYWOOD CATWALK B.O. SOFFIT 3 18.00' • 1 — LAM'S CHANNEL LETTER SIGN N.I.C. a 16 A8.02 Sim SEASONAL LIGHT INSTALLATION N.I.C. NEW CONCRETE PATIO. B.O. SOFFIT 2 /1 15.00' B.O. SOFFIT 10.00' 1 L_ _J ENTRY TOWER SECTION FLOOR PLAN 0.00' EXISTING FLASHING TO REMAIN ----- TERMINATION BAR WITH FLASHING CANOPY LEDGER CONNECTION --- CANOPY OPENINGS PER ROOF PLAN 1"/ NEW STOREFRONT OPENING NEW CORTEN PLANTER TO ALIGN WITH CANOPY OPENINGS 0 NORTH CANOPY SECTION B.O. SHEATING 17.00' ffir 1 1/2" MTL. DECK CANOPY GUTTER STL CANOPY BEAMS PER STRUCT STL COLUMN PER STRUCT NEW CONCRETE PATIO SEE CIVIL \_L' :: _D rOi: CODE CC`:: LIANCE APPROVED A:7, 2 5 2019 City of Tukwila BUILDING DIVISION FLOOR PLAN 0.00' CITY LiF i+iRWILA APR 11 2019 JACKSON I MAIN ARCHITECTURE 311 FIRST AVENUE SOUTH SEATTLE, WA 98104 t 206.324.4800 WWW.JACKSONMAIN.COM O 0 LL co W 1— W (n Ce J co ICI CO J CO a' W YQ Zco N I- 6 E O I BID ADDENDUM #1 PERMIT CORRECTIONS 01 I BUILDING PERMR SUBMITTAL ZvLnI- 0 112121/2010 7793 PROJECT NO.: 18027 PROJECT MGR.: DR DRAWN BY: LB CHECKED BY: ML WALL SECTIONS A4.01 1/2' =1'-0" PERMIT CENTER JACKSON I MAIN ARCHITECTURE P.S. t 2018 2 3 0 0 0 LL 2 0) E E ai TERMINATION BAR WITH FLASHING CANOPY LEDGER CONNECTION EXTERIOR COOLER N.I.C. REFER TO T.I. DRAWINGS FOR MORE INFORMATION. 1" / 1'-0" EXTERIOR COOLER SECTION 1/2'=1'-0' 4/11/2019 8:51:4 CONC SLAB - SEE STRUCT. SAW CUT 6" OFF OF EXISTING RETAINING WALL. NEW COOLER PAD TO SIT ON TOP OF WALL. _ FINISH ELEVATION OF COOLER SHOULD ALIGN WITH (E) INTERIOR FLOOR. NEW MTL STUD WALL WITH EIFS CLADDING MTL CANOPY CABLE ROD b EIFS CANOPY SECTION AIR CURTAIN N.I.C. PER T.I. DRAWINGS. TYP. OF 3 -- NEW GLASS GARAGE DOOR EAST CANOPY SECTION 1/2' =1'-0' TERMINATION BAR WITH FLASHING -- CANOPY LEDGER CONNECTION 1"/ 1'-0" -- 1 1/2 MTL. DECK CANOPY GUTTER — STL CANOPY BEAMS PER STRUCT STL COLUMN PER STRUCT - NEW CONCRETE WALKWAY SEE CIVIL. a 0 7 JACKSON I MAIN ARCHITECTURE 311 FIRST AVENUE SOUTH SEATTLE, WA 98104 t 206.324.4800 W W W.JACKSONMAIN.COM >- J Na L.L 0 CUC B.O. SHEATING i 17.00' UNCOVERED C-CHANNEL FASCIA CANOPY NEW STOREFRONT OPENING CODE CC: _I.'',iJC= APPt2C b I... 252019 City of Tukwila BUILDING DIVISION FLOOR PLAN 0.00'� CUNCOVERED CANOPY SECTION 1!2' =1'-0' CITY iUi0.1t'LA APR 11 2219 D/-a?7, PERMIT CENTER z 0 1= a d u. 0 PERMIT CORRECTIONS 01 BUILDING PERMIT SUBMITTAL 0 z H 3/26/2.019 12/21/2018 0 7793 PROJECT NO.: PROJECT MGR.: DRAWN BY: CHECKED BY: 18027 DR LB ML WALL SECTIONS A4.O2 JACKSON I MAIN ARCHITECTURE P.S.02018 KET Lare.bam 0 0u. E N LAP ROOFING MATERIAL UNDER CLAMPING RING 4'-0" 1'-0" 2'-0" GALVANIZED SHEET METAL PAN ROOFING MATERIAL CAST IRON GRATE DAM AT OVERFLOW DRAIN TYPICAL +2" FROM ROOF MATERIAL z I 2 `-- NOMINAL ROOF CAST IRON PIPES AT ALL DRAINS INSULATE WITHIN CONDITIONED SPACES W/ CLOSED CELL SPRAY FOAM, 4'-0" IN LENGTH ROOF DRAIN & OVERFLOW- CAST IRON 1" =1'-0" TOWER WALL PROFILE 18 1 C:••••••C•••..•• manizummi ROOF CURB DETAIL 1" =1'-0' PRE FINISHED MTL. FLASHING - SLOPE TO EXTERIOR WITH MTL CLIPS AT 2'-0" O.C. — CONT. SEALANT EXTERIOR INSUL. FINISH SYSTEM W/RIGID INSUL. ON 5/8" EXT. GYP. SHEATHING OVER MTL. STUDS PER STRUCTURAL INTERIOR UL DESIGN #: GA FILE #: EXTERIOR U425 8203 EXISTING ROOFING METAL CAP FLASHING (2) 2x PRESSURE TREATED BLOCKING 4x PRESSURE TREATED CANT STRIP (2) 4x PRESSURE TREATED BLOCKING FASTEN TO METAL DECK MEMBRANE ROOFING SCHEDULE OF MATERIALS 0 TWO STAGGERED LAYERS 5/8" TYPE X GYPSUM BOARD PAINTED WITH PVA PRIMER WHERE EXPOSED. 20 GA. STEEL STUDS BATT INSULATION PER ENERGY ANALYSIS ONE LAYER 5/8" RATED GYPSUM SHEATHING. ONE LAYER 5/8" DENSGLASS GOLD OUTSULATION PLUS MD DRYVIT EIFS OR APPROVED EQUAL M1.=1,1 - EXTERIOR 2HR-RATED WALL ET® IMILBESI EXTERIOR 1 SCHEDULE OF MATERIALS E 5/8" GWB 6" STEEL STUDS, SPACING PER STRUCTURAL R-19 BATT INSULATION 5/8" EXT. GWB OUTSULATION PLUS MD DRYVIT EIFS OR APPROVED EQUAL M2- EXTERIOR NON -RATED WALL 3i'4�E9eiic vm-m. c-�=_msT??3F i2�n3vea7-�li'ii;�ll� 1'-0" SOFFIT AT ENTRY LAM'S SIGNAGE PER SEPARATE T.I. ELEC. CONDUIT TO BE COORDINATED WITH T.I. KNIFE PLATE CONNECTION WITH BACKER ROD AND SEALANT — SIGN SUPPORT MEMBER PER STRUCT. =P.0' C CHANNEL FASCIA PER STRUCTURAL, SHOP PAINTED 1 1/2" MTL. DECK CANOPY GUTTER DETAIL INTERIOR EXTERIOR CONT. METAL GUTTER HSS PER STRUCTURAL - - 8" CONT. METAL FLASHING FASTNERS 4 O.C. 1 1/2" ROOF DECK CONT. CLOSURE STRIP EXTERIOR FINISH PER EXTERIOR ELEVATIONS WALL ASSEMBLY PER FLOOR PLAN SHIM ANOD. ALUM DRIP FLASHING W/ BACKER ROD & SEALANT CONT. METAL "J" MOULD @ EXPOSED GYP. BD. ENDS TYP. METAL CORNER BEAD TYP. @ EXPOSED CORNERS STOREFRONT ASSEMBLY PER SCHEDULE EXTERIOR STOREFRONT WINDOW HEAD AT METAL STUD WALL =1 '-0' PLATE STEEL SHOP WELDED TO C CHANNEL FASCIA. MTL DECK ROOF FASTENED TO PLATE WITH BUTYL SEALANT HSS FRAMING PER STRUCTUAL C CHANNEL FASCIA SHOP PAINTED 71 1=11 —III-1 I -I �- -1 � :1111 11 I-1 11-1 1I- ALUM. STOREFRONT SYSTEM SET IN SILL PAN TO MATCH FINISH OF ALUMINUM FRAME CONCRETE FLOOR SLAB ON COMPRESSED FILL PER STRUCT. 3 SIDED SOLDERED SILL PAN SET IN MASTIC 24 GA FACTORY FINISHED METAL FLASHING WITH HEMMED EDGE. RUN INTO SILL PAN. COMPRESSIBLE ASPHALTIC JOINT FILLER - EXTERIOR CONCRETE WALK. UNDERLAYMENT PREP PER CIVIL. SLOPE AWAY FROM BUILDING PERIMETER. PERIMETER INSULATION - R-VALUE PER BUILDING CODE INFO. CONCRETE FOOTING PER STRUCT. FOOTING DETAIL AT STOREFRONT SILL • 3- • •: sr• FOOTING 1" =1,-0" INTERIOR GRADE EXTERIOR — METAL STUDS REFER TO STRUCTURAL FOR SIZE AND SPACING - INSULATE TO R-21 MIN. AIR / WATER BARRIER EXTERIOR FINISH PER ELEVATIONS METAL SILL PLATE W/ ANCHOR BOLTS PER STRUCTURAL. PROVIDE SILL SEALER PREFINISHED SHEET METAL FLASHING CONC. SLAB WITH REINF. PER STRUCTURAL, ON COMP. GRANULAR BASE RIGID PERIMETER INSULATION TO 24" BELOW GRADE CONC. FOUNDATION AND FOOTING PER STRUCTURAL EXTERIOR FINISH PER EXTERIOR ELEVATIONS WALL ASSEMBLY PER FLOOR PLAN -- SHIM AS NEEDED NEW 3/4" CHAMFER EDGE CONT. PERIM. BACKER ROD & SEALANT STOREFRONT ASSEMBLY PER SCHEDULE EXTERIOR STOREFRONT - WINDOW HEAD AT EXISTING CONCRETE TILT PANEL 3" = 1'-0" CANOPY END DETAIL EXTERIOR WALL ASSEMBLY PER PLANS PREFINISHED FLASHING ROOFING ASSEMBLY PER PLANS INTERIOR WALL ASSEMBLY PER PLANS I ROOF - WALL INTERSECTION 1 1/2" = r� SADDLE FLASH AT SIM. CONDITION AT TOWER PRE FINISHED STANDING SEAM 24 GAUGE MTL. COPING ON CONT. SHIM - SLOPE TO ROOF WITH MTL CLIPS AT 2'-0" O.C. EXTERIOR INSUL. FINISH SYSTEM W/RIGID INSUL. ON 5/8" EXT. GYP. SHEATHING OVER MTL. STUDS PER STRUCTURAL — — CONT. SEALANT, EACH SIDE 24 GAUGE MTL. FLASHING OVER 5/8" EXTERIOR PLYWOOD SHEATING - EXTEND TO 8" ABOVE ROOFING. PREFORMED CANT AND BLOCKING - MEMBRANE ROOFING ON RIGID INSUL., SEE SPEC. METAL DECK, SEE SPEC. & STRUCTURAL DRAWINGS BATT INSULATION PARAPET CAP AT STUD FRAMING 1 1/2' =1'-0" INTERIOR EXTERIOR WALL ASSEMBLY PER FLOOR PLAN SHIM — ANOD. ALUM DRIP FLASHING W/ BACKER ROD & SEALANT CONT. METAL "J" MOULD @ EXPOSED GYP. BD. ENDS TYP STOREFRONT ASSEMBLY PER SCHEDULE EXTERIOR STOREFRONT WINDOW HEAD AT METAL STUD WALL @ ENTRANCE 3' =1'-0" ROOF FRAMING SEE STRUCTURAL WALL TYPE PER PLAN METAL ROOF EAVE :._ _ :. F(.; . »j WITH SOFFIT CODE CC::::.- IANCE App2 tr 1.1 1 1/2" = 1'-0" n;1. 25 LU19 h? City of Tukwila BUILDING DIVISION /8" 03 METAL ROOF EAVE DETAIL APR 11 2019 1 1/2" = 1-0" PRE -FINISHED METAL GUTTER BY ROOF MFR. ROOF FRAMING SEE STRUCTURAL DOWNSPOUT CONNECT TO STORM SYSTEM. REFER TO ROOF PLAN FOR LOCATIONS 1 1/2" CONT. VERT STRIP F'tLf`e:1YEr C;17114 Cir'ILc:MLA PERMIT flflJTFq JACKSON I MAIN ARCHITECTURE 311 FIRST AVENUE SOUTH SEATTLE, WA 98104 t 206.324,4800 W W W.JACKSONMAIN.COM J 0 J J 2 w D 0 CI O U 0) QO Q tiv 7 O LL- w UD � (A Lis • D J 0 W w �t (� m 1 8 E PERMIT CORRECTIONS 01 BUILDING PERMIT SUBMITTAL Q i � 1 R 7793 PROJECT NO.: PROJECT MGR.: DRAWN BY: CHECKED BY: EXTERIOR� DETAILS/WALL ASSEMBLIES 18027 DR LB ML A8.02 JACKSON I MAIN ARCHITECTURE P.S. 02018 General Structural Notes A CRITERIA 1. ALL MATERIALS, WORKMANSHIP, DESIGN, AND CONSTRUCTION SHALL CONFORM TO THE DRAWINGS, SPECIFICATIONS, AND THE INTERNATIONAL BUILDING CODE (2015 EDITION) 2. THIS BUILDING HAS BEEN ANALYZED AND REINFORCED FOR NEW ALTERATIONS BY THE PRESCRIPTIVE COMPLIANCE METHOD IN ACCORDANCE WITH THE 2015 INTERNATIONAL EXISTING BUILDING CODE (IEBC). ALL NEW MATERIALS, WORKMANSHIP, DESIGN, AND CONSTRUCTION SHALL CONFORM TO THE DRAWINGS, SPECIFICATIONS AND THE 2015 INTERNATIONAL BUILDING CODE. THIS STRUCTURE WAS DESIGNED WITH SEISMIC STRENGTHENING IN 1998 BY KPFF AS PART OF STOREFRONT IMPROVEMENTS, HOWEVER IT MAY NOT CONFORM TO PRESENT EARTHQUAKE CODE REQUIREMENTS, BUT IS WITHIN THE CURRENT PRACTICE FOR THE RENOVATION OF EXISTING BUILDINGS OF THIS AGE AND TYPE OF CONSTRUCTION. 3. DESIGN LOADING CRITERIA: RETAIL FLOOR LIVE LOAD (STORES - RETAIL FIRST FLOOR) 100 PSF FLOOR CONCENTRATED LOAD (STORES) 1000 LBS ROOF ROOF LIVE LOAD 25 PSF MISCELLANEOUS LOADS MECHANICAL UNITS WEIGHTS FURNISHED BY MANUFACTURER DEFLECTION CRITERIA LIVE LOAD DEFLECTION TOTAL LOAD DEFLECTION ENVIRONMENTAL LOADS SNOW Ce=1.0, Is=1.0, Ct=1. 1, Pg=25 PSF, Pf=20 PSF WIND GCpi=0. 18, 110 MPH, RISK CATEGORY II, EXPOSURE 'B" EARTHQUAKE . ANALYSIS PROCEDURE: EQUIVALENT LATERAL FORCE PROCEDURE EXISTING LATERAL SYSTEM: PRECAST CONCRETE PANELS SITE CLASS, Ss=1.45, Sds=.96, SI=.54, SDI=.54, Cs=0.24 SDC D, Ie=1.0, R=4 SEE PLANS FOR ADDITIONAL LOADING CRITERIA L/360 L/240 4. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH ARCHITECTURAL DRAWINGS FOR BIDDING AND CONSTRUCTION. ARCHITECTURAL DRAWINGS ARE THE PRIME CONTRACT DRAWINGS. ANY DISCREPANCIES FOUND AMONG THE DRAWINGS, THE SPECIFICATION, THESE GENERAL NOTES AND THE SITE CONDITIONS SHALL BE REPORTED TO THE ARCHITECT, WHO SHALL CORRECT SUCH DISCREPANCY IN WRITING. ANY WORK DONE BY THE GENERAL CONTRACTOR AFTER DISCOVERY OF SUCH DISCREPANCY SHALL BE DONE AT THE GENERAL CONTRACTOR'S RISK. 5. PRIMARY STRUCTURAL ELEMENTS NOT DIMENSIONED ON THE STRUCTURAL PLANS AND DETAILS SHALL BE LOCATED BY THE ARCHITECTURAL PLANS AND DETAILS. VERTICAL DIMENSION CONTROL IS DEFINED BY THE ARCHITECTURAL WALL SECTIONS, BUILDING SECTION, AND PLANS. DETAILING AND SHOP DRAWING PRODUCTION FOR STRUCTURAL ELEMENTS WILL REQUIRE DIMENSIONAL INFORMATION CONTAINED IN BOTH ARCHITECTURAL AND STRUCTURAL DRAWINGS. 6. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND THE METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES REQUIRED TO PERFORM THE CONTRACTORS WORK. THE STRUCTURAL ENGINEER HAS NO OVERALL SUPERVISORY AUTHORITY OR ACTUAL AND/OR DIRECT RESPONSIBILITY FOR THE SPECIFIC WORKING CONDITIONS AT THE SITE AND/OR FOR ANY HAZARDS RESULTING FROM THE ACTIONS OF ANY TRADE CONTRACTOR. THE STRUCTURAL ENGINEER HAS NO DUTY TO INSPECT, SUPERVISE, NOTE, CORRECT, OR REPORT ANY HEALTH OR SAFETY DEFICIENCIES TO THE OWNER, CONTRACTORS, OR OTHER ENTITIES OR PERSONS AT THE PROJECT SITE. 7. CONTRACTOR SHALL PROVIDE TEMPORARY BRACING FOR THE STRUCTURE AND STRUCTURAL COMPONENTS UNTIL ALL FINAL CONNECTIONS HAVE BEEN COMPLETED IN ACCORDANCE WITH THE PLANS. CONFORM TO ASCE 37-14 'DESIGN LOADS ON STRUCTURES DURING CONSTRUCTION". 8. CONTRACTOR -INITIATED CHANGES SHALL BE SUBMITTED IN WRITING TO THE ARCHITECT AND STRUCTURAL ENGINEER FOR APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION. CHANGES SHOWN ON SHOP DRAWINGS ONLY WILL NOT SATISFY THIS REQUIREMENT. 9. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS ARE NOT SPECIFICALLY INDICATED BUT ARE OF SIMILAR CHARACTER TO DETAILS SHOWN, SIMILAR DETAILS OF CONSTRUCTION SHALL BE USED, SUBJECT TO REVIEW AND APPROVAL BY THE ARCHITECT AND THE STRUCTURAL ENGINEER. ALL TYPICAL NOTES AND DETAILS SHOWN ON DRAWINGS SHALL APPLY, UNLESS NOTED OTHERWISE. TYPICAL DETAILS MAY NOT NECESSARILY BE INDICATED ON THE PLANS BUT SHALL STILL APPLY AS SHOWN OR DESCRIBED IN THE DETAILS. WHERE TYPICAL DETAILS ARE NOTED ON THE PLANS, THE SPECIFIED TYPICAL DETAIL SHALL BE USED. WHERE NO TYPICAL DETAIL IS NOTED, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO CHOOSE THE APPROPRIATE TYPICAL DETAIL FROM THOSE PROVIDED OR REQUEST ADDITIONAL INFORMATION. THE CONTRACTOR SHALL SUBMIT ALL PROPOSED ALTERNATE TYPICAL DETAILS TO THOSE PROVIDED WITH RELATED CALCULATIONS TO THE ENGINEER FOR APPROVAL PRIOR TO SHOP DRAWING PRODUCTION AND FIELD USE. 10. ALL STRUCTURAL SYSTEMS, WHICH ARE TO BE COMPOSED OF COMPONENTS TO BE FIELD ERECTED, SHALL BE SUPERVISED BY THE SUPPLIER DURING MANUFACTURING, DELIVERY, HANDLING, STORAGE AND ERECTION IN ACCORDANCE WITH INSTRUCTIONS PREPARED BY THE SUPPLIER. 11. SHOP DRAWINGS FOR THE FOLLOWING ITEMS SHALL BE SUBMITTED TO THE ARCHITECT AND STRUCTURAL ENGINEER FOR REVIEW PRIOR TO FABRICATION OF THESE ITEMS. GLUED LAMINATED MEMBERS METAL DECKING LIGHT GAUGE STRUCTURAL FRAMING STRUCTURAL STEEL DECORATIVE CLOCK/SIGNAGE COMPONENTS CONTRACTOR SHALL COORDINATE ANY SHOPS REQUIRING BUILDING DEPARTMENT SUBMISSION. THE FOLLOWING APPLY UNLESS SHOWN OTHERWISE ON THE DRAWINGS 12. SHOP DRAWING REVIEW: DIMENSIONS AND QUANTITIES ARE NOT REVIEWED BY THE ENGINEER OF RECORD, THEREFORE MUST BE VERIFIED BY THE CONTRACTOR. CONTRACTOR SHALL REVIEW AND STAMP DRAWINGS PRIOR TO REVIEW BY ENGINEER OF RECORD. CONTRACTOR SHALL REVIEW DRAWINGS FOR CONFORMANCE WITH THE MEANS, METHODS, TECHNIQUES, SEQUENCES AND OPERATIONS OF CONSTRUCTION, AND ALL SAFETY PRECAUTIONS AND PROGRAMS INCIDENTAL THERETO. SUBMITTALS SHALL INCLUDE A REPRODUCIBLE AND ONE COPY; REPRODUCIBLE WILL BE MARKED AND RETURNED WITHIN TWO WEEKS OF RECEIPT WITH A NOTATION INDICATING THAT THE SUBMITTAL HAS BEEN FOUND TO BE IN GENERAL CONFORMANCE WITH THE DESIGN OF THE BUILDING. THE SUBMITTED ITEMS SHALL NOT BE INSTALLED UNTIL THEY HAVE BEEN APPROVED BY THE BUILDING OFFICIAL. SHOP DRAWING SUBMITTALS PROCESSED BY THE ENGINEER ARE NOT CHANGE ORDERS. THE PURPOSE OF SHOP DRAWING SUBMITTALS BY THE CONTRACTOR IS TO DEMONSTRATE TO THE ENGINEER THAT THE CONTRACTOR UNDERSTANDS THE DESIGN CONCEPT, BY INDICATING WHICH MATERIAL IS INTENDED TO BE FURNISHED AND INSTALLED AND BY DETAILING THE INTENDED FABRICATION AND INSTALLATION METHODS. IF DEVIATIONS, DISCREPANCIES, OR CONFLICTS BETWEEN SHOP DRAWING SUBMITTALS AND THE CONTRACT DOCUMENTS ARE DISCOVERED EITHER PRIOR TO OR AFTER SHOP DRAWING SUBMITTALS ARE PROCESSED BY THE ENGINEER, THE DESIGN DRAWINGS AND SPECIFICATIONS SHALL CONTROL AND SHALL BE FOLLOWED. QUALITY ASSURANCE 13. SPECIAL INSPECTION SHALL BE PROVIDED IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS AND SECTIONS 110 AND 1705 OF THE INTERNATIONAL BUILDING CODE BY A QUALIFIED TESTING AGENCY DESIGNATED BY THE ARCHITECT, AND RETAINED BY THE BUILDING OWNER. THE ARCHITECT, STRUCTURAL ENGINEER, AND BUILDING DEPARTMENT SHALL BE FURNISHED WITH COPIES OF ALL INSPECTION AND TEST RESULTS. SPECIAL INSPECTION OF THE FOLLOWING TYPES OF CONSTRUCTION I5 REQUIRED UNLESS NOTED OTHERWISE. STRUCTURAL STEEL FABRICATION AND ERECTION COLD FORMED STEEL DECK CONSTRUCTION CONCRETE CONSTRUCTION SOIL CONDITIONS, FILL PLACEMENT, AND DENSITY EXPANSION BOLTS AND THREADED CONCRETE ANCHORS EPDXY GROUTED INSTALLATIONS PER PER PER PER PER PER AISC 360 ANSI/SDI QA/QC-2011 TABLE 1705.3 TABLE 1705.6 MANUFACTURER MANUFACTURER PERIODIC INSPECTION: INSPECTION SHALL BE PERFORMED AT INTERVALS NECESSARY TO CONFIRM THAT WORK REQUIRING SPECIAL INSPECTION IS IN COMPLIANCE WITH REQUIREMENTS. CONTINUOUS INSPECTION: INSPECTOR SHALL BE ONSITE AND OBSERVE THE WORK REQUIRING INSPECTION AT ALL TIMES THAT WORK IS PERFORMED. 14. UNLESS OTHERWISE NOTED, THE FOLLOWING ELEMENTS COMPRISE THE SEISMIC -FORCE -RESISTING SYSTEM AND ARE SUBJECT TO SPECIAL INSPECTION FOR SEISMIC RESISTANCE IN ACCORDANCE WITH SECTION 1705.12 OF THE INTERNATIONAL BUILDING CODE. A. STRUCTURAL STEEL MOMENT FRAMES REQUIRE CONTINUOUS INSPECTION FOR WELDING PER AISC 341 EXCEPT SINGLE PASS FILLET WELDS NOT EXCEEDING 5/16-INCH. B. STRUCTURAL WOOD SHEAR WALL SYSTEMS REQUIRE PERIODIC INSPECTION FOR FIELD GLUING, NAILING, BOLTING, ANCHORING AND OTHER FASTENING OF COMPONENTS WITHIN THE SEISMIC FORCE, RESISTING SYSTEM INCLUDING SHEAR WALLS, DIAPHRAGMS, DRAG STRUTS, BRACES AND HOLDOWNS. GEOTEC HN I CAL 15. FOUNDATION NOTES: SUBGRADE PREPARATION INCLUDING DRAINAGE, EXCAVATION, COMPACTION, AND FILLING REQUIREMENTS, SHALL CONFORM STRICTLY WITH RECOMMENDATIONS GIVEN IN THE SOILS REPORT OR AS DIRECTED BY THE SOILS ENGINEER. FOOTINGS SHALL BEAR ON SOLID UNDISTURBED EARTH OR COMPACTED STRUCTURAL FILL AT LEAST 18" BELOW LOWEST ADJACENT FINISHED GRADE. FOOTING DEPTHS/ELEVATIONS SHOWN ON PLANS (OR IN DETAILS) ARE MINIMUM AND FOR GUIDANCE ONLY; THE ACTUAL ELEVATIONS OF FOOTINGS MUST BE ESTABLISHED BY THE CONTRACTOR IN THE FIELD WORKING WITH THE TESTING LAB AND SOILS ENGINEER. BACKFILL BEHIND ALL RETAINING WALLS WITH FREE DRAINING GRANULAR FILL AND PROVIDE FOR SUBSURFACE DRAINAGE AS NOTED IN THE SOILS REPORT. ALLOWABLE SOIL PRESSURE (NATIVE SOILS / STRUCTURAL FILL). . . 2500/2000 PSF SOILS REPORT REFERENCE: #4368-022-05 DATED 6-28-76 BY DAMES AND MOORE RENOVATION 16. DEMOLITION: CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS BEFORE COMMENCING ANY DEMOLITION. SHORING SHALL BE INSTALLED TO SUPPORT EXISTING CONSTRUCTION AS REQUIRED AND IN A MANNER SUITABLE TO THE WORK SEQUENCES. DEMOLITION DEBRIS SHALL NOT BE ALLOWED TO DAMAGE OR OVERLOAD THE EXISTING STRUCTURE. LIMIT CONSTRUCTION LOADING (INCLUDING DEMOLITION DEBRIS) ON EXISTING FLOOR SYSTEMS TO 100 PSF. 17. CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS, MEMBER SIZES, AND CONDITIONS PRIOR TO COMMENCING ANY WORK. ALL DIMENSIONS OF EXISTING CONSTRUCTION SHOWN ON THE DRAWINGS ARE INTENDED AS GUIDELINES ONLY AND MUST BE VERIFIED. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT AND STRUCTURAL ENGINEER IF EXISTING CONDITIONS DETERMINED DURING WORK VARY FROM THE EXISTING CONSTRUCTION SHOWN ON THE DRAWINGS. 18. EXISTING REINFORCING SHALL BE SAVED WHERE AND AS NOTED ON THE PLANS. SAW CUTTING, IF AND WHERE USED, SHALL NOT CUT EXISTING REINFORCING THAT IS TO BE SAVED. A. ALL NEW OPENINGS THROUGH EXISTING WALLS, SLABS AND BEAMS SHALL BE ACCOMPLISHED BY SAW CUTTING WHEREVER POSSIBLE. CORNERS SHALL NOT BE OVERCUT. B. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND LOCATION OF MEMBERS PRIOR TO CUTTING ANY OPENINGS. C. SMALL ROUND OPENINGS SHALL BE ACCOMPLISHED BY CORE DRILLING. D. WHERE NEW REINFORCING TERMINATES AT EXISTING CONCRETE, DRILL AND EPDXY DOWELS MATCHING THE NEW REINFORCING INTO THE EXISTING CONCRETE WITH 6" EMBED, UNLESS OTHERWISE NOTED ON PLANS. CONCRETE 19. CONCRETE SHALL BE MIXED, PROPORTIONED, CONVEYED AND PLACED IN ACCORDANCE WITH ACI 301, INCLUDING TESTING PROCEDURES. CONCRETE SHALL ATTAIN A 28-DAY STRENGTH OF f'c = 3,000 PSI AND MIX SHALL CONTAIN NOT LESS THAN 5-1/2 SACKS OF CEMENT PER CUBIC YARD AND SHALL BE PROPORTIONED TO PRODUCE A SLUMP OF 5" OR LESS. REQUIRED CONCRETE STRENGTH IS BASED ON THE DURABILITY REQUIREMENTS OF SECTION 1904 OF THE IBC. DESIGN STRENGTH IS f'c=2,500 PSI. 20. ALL CONCRETE WITH SURFACES EXPOSED TO WEATHER OR STANDING WATER SHALL BE AIR -ENTRAINED WITH AN AIR -ENTRAINING AGENT CONFORMING TO ASTM C260, C494, AND C618. TOTAL AIR CONTENT FOR FROST -RESISTANT CONCRETE SHALL BE IN ACCORDANCE WITH ACI 318-14, TABLE 19.3.2. 1 MODERATE EXPOSURE, Fl. 21. REINFORCING STEEL SHALL CONFORM TO ASTM A615 (INCLUDING SUPPLEMENT S1), GRADE 60, FY = 60,000 PSI. EXCEPTIONS: ANY BARS SPECIFICALLY SO NOTED ON THE DRAWINGS SHALL BE GRADE 40, FY = 40,000 PSI. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185. 22. DETAILING OF REINFORCING STEEL (INCLUDING HOOKS AND BENDS) SHALL BE IN ACCORDANCE WITH ACI 315-99 AND 318-14. LAP ALL CONTINUOUS REINFORCEMENT #5 AND SMALLER 40 BAR DIAMETERS OR 2'-0° MINIMUM. PROVIDE CORNER BARS AT ALL WALL AND FOOTING INTERSECTIONS. LAP CORNER BARS #5 AND SMALLER 40 BAR DIAMETERS OR 2'-0" MINIMUM. LAPS OF LARGER BARS SHALL BE MADE IN ACCORDANCE WITH ACI 318-14, CLASS B. LAP ADJACENT MATS OF WELDED WIRE FABRIC A MINIMUM OF 8" AT SIDES AND ENDS. NO BARS PARTIALLY EMBEDDED IN HARDENED CONCRETE SHALL BE FIELD BENT UNLESS SPECIFICALLY SO DETAILED OR APPROVED BY THE STRUCTURAL ENGINEER. 23. CONCRETE PROTECTION (COVER) FOR REINFORCING STEEL SHALL BE AS FOLLOWS: FOOTINGS AND OTHER UNFORMED SURFACES CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH 3" FORMED SURFACES EXPOSED TO EARTH OR WEATHER (#6 BARS OR LARGER) . . . 2" FORMED SURFACES EXPOSED TO EARTH OR WEATHER (#5 BARS OR SMALLER). . 1-1/2" COLUMN TIES OR SPIRALS AND BEAM STIRRUPS 1-1/2" SLABS AND WALLS (INT. FACE). . . GREATER OF BAR DIAMETER PLUS 1/8" OR 3/4" 24. CONCRETE WALL REINFORCING -PROVIDE THE FOLLOWING UNLESS DETAILED OTHERWISE: 6° WALLS AND 8' WALLS #4 @ 12 HORIZ. #4 @ 12 VERTICAL 1 CURTAIN 25. CAST -IN -PLACE CONCRETE: SEE ARCHITECTURAL DRAWINGS FOR EXACT LOCATIONS AND DIMENSIONS OF DOOR AND WINDOW OPENINGS IN ALL CONCRETE WALLS. SEE MECHANICAL DRAWINGS FOR SIZE AND LOCATION OF MISCELLANEOUS MECHANICAL OPENINGS THROUGH CONCRETE WALLS SEE ARCHITECTURAL DRAWINGS FOR ALL GROOVES, NOTCHES, CHAMFERS, FEATURE STRIPS, COLOR, TEXTURE, AND OTHER FINISH DETAILS AT ALL EXPOSED CONCRETE SURFACES, BOTH CAST -IN -PLACE AND PRECAST. 26. NON -SHRINK GROUT SHALL BE FURNISHED BY AN APPROVED MANUFACTURER AND SHALL BE MIXED AND PLACED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S PUBLISHED RECOMMENDATIONS. GROUT STRENGTH SHALL BE AT LEAST EQUAL TO THE MATERIAL ON WHICH IT IS PLACED (3000 PSI MINIMUM). ANCHORAGE 27.EXPANSION BOLTS INTO CONCRETE SHALL BE 'STRONG -BOLT 2" WEDGE ANCHORS AS MANUFACTURED BY THE SIMPSON STRONG TIE COMPANY AND INSTALLED IN STRICT CONFORMANCE TO ICC-ES REPORT NUMBER ESR-3037, INCLUDING MINIMUM EMBEDMENT REQUIREMENTS. BOLTS INTO CONCRETE MASONRY OR BRICK MASONRY UNITS SHALL BE INTO FULLY GROUTED CELLS. PERIODIC SPECIAL INSPECTION IS REQUIRED TO VERIFY ANCHOR TYPE, ANCHOR DIMENSIONS, ANCHOR LOCATION, TIGHTENING TORQUE, HOLE DIMENSIONS, ANCHOR EMBEDMENT, AND ADHERENCE TO THE INSTALLATION INSTRUCTIONS. 28. EPDXY -GROUTED ITEMS (THREADED RODS OR REINFORCING BAR) SPECIFIED ON THE DRAWINGS SHALL BE INSTALLED USING "SET-XP" HIGH STRENGTH EPDXY AS MANUFACTURED BY THE SIMPSON STRONG, TIE COMPANY. INSTALL IN STRICT ACCORDANCE WITH ICC-ES REPORT NO. ESR-2508. MINIMUM BASE MATERIAL TEMPERATURE IS 50 DEGREES, F. RODS SHALL BE ASTM A-36 UNLESS OTHERWISE NOTED. PERIODIC SPECIAL INSPECTION OF INSTALLATION IS REQUIRED TO VERIFY ANCHOR OR EMBEDDED BAR TYPE AND DIMENSIONS, LOCATION, ADHESIVE IDENTIFICATION AND EXPIRATION, HOLE DIMENSIONS, HOLE CLEANING PROCEDURE, ANCHOR EMBEDMENT, AND ADHERENCE TO THE INSTALLATION INSTRUCTIONS. CONTINUOUS SPECIAL INSPECTION IS REQUIRED FOR HORIZONTAL AND OVERHEAD INSTALLATIONS. 29. CONCRETE SCREW ANCHORS INTO CONCRETE AND CONCRETE MASONRY UNITS SHALL BE "TITEN HD" HEAVY DUTY SCREW ANCHOR AS MANUFACTURED BY THE SIMPSON STRONG -TIE COMPANY, INSTALLED IN STRICT ACCORDANCE WITH ICC-ES REPORT Na ESR-2713 (CONCRETE), NO. ESR-1056 (CMU), INCLUDING MINIMUM EMBEDMENT REQUIREMENTS. SCREW ANCHORS INTO CONCRETE MASONRY UNITS SHALL BE INTO FULLY GROUTED CELLS. SPECIAL INSPECTION IS REQUIRED. 30. DRIVE PINS AND OTHER POWDER -ACTUATED FASTENERS SHALL BE LOW VELOCITY TYPE (SERIES X-U, 0.157" DIAMETER (STEEL), UNLESS OTHERWISE NOTED) AS MANUFACTURED BY THE HILTI CORP. OR AN APPROVED EQUIVALENT IN STRENGTH AND EMBEDMENT. INSTALL IN STRICT ACCORDANCE WITH ICC-ES REPORT NO. ESR-2269. MINIMUM EMBEDMENT IN CONCRETE SHALL BE 1' UNLESS OTHERWISE NOTED. MAINTAIN AT LEAST 3" TO NEAREST CONCRETE EDGE. NOTES CONTINUE ON S1.2 CODE cc::;.: LIANc: APPWc V t) 2 5 2013 City of Tukwila BUILDING DIVISION CITY CF iLit:W1LA STRUCTURAL ENGINEERING 2124 Third Avenue - Suite 'too - Seattle, WA Om p: 2o6.443.6212 ssfengineers.com g34 Broadway - Tacoma, WA 984°2 P: 253.284.9470 ssfengineers.com ISM Copyright 2018 Swenson Say Faget All Rights Reserved NNW DRAWN: RWG DESIGN: ABB CHECKED: ABB APPROVED: ABB NES REVISIONS: Permit Review Feb. 05, 2019 JURISDICTIONAL APPROVAL STAMP: PROJECT TITLE: LAM'S MARKET 243 Minkler Boulevard Tukwila, WA 98188 =IW ARCHITECT: JACKSON/MAIN 311 First Avenue South Seattle, WA 98104 PH 206 324 4800 mow ISSUE. Permit SHEET TITLE: General Structu ra I Notes SCALE: DATE: January 15, 2018 PROJECT NO: 10993-2018-04 SHEET NO: PR 11 Zl19 1/cq'_- ?9 PERMIT CENTER si.' STEEL 31. STRUCTURAL STEEL DESIGN, FABRICATION, AND ERECTION SHALL BE BASED ON: A. AISC 360 AND SECTION 2205.2 OF THE INTERNATIONAL BUILDING CODE. B. APRIL 14, 2010 AISC CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES AMENDED AS FOLLOWS: AS NOTED IN THE CONTRACT DOCUMENTS, BY THE DELETION OF PARAGRAPH 4.4.1, AND REVISE REFERENCE FROM 'STRUCTURAL DESIGN DRAWINGS" TO "CONTRACT DOCUMENTS" IN PARAGRAPH 3.1. C. SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS. 32. STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING REQUIREMENTS: TYPE OF MEMBER ASTM SPECIFICATION A. WIDE FLANGE SHAPES B. OTHER SHAPES, PLATES, AND RODS C. OTHER SHAPES AND PLATES (NOTED GRADE 50 ON PLANS) D. PIPE COLUMNS E. STRUCTURAL TUBING -SQUARE OR RECTANGULAR - ROUND - ANY SHAPE ASTM A1085 F. CONNECTION BOLTS A325-N (3/4" ROUND, UNLESS SHOWN OTHERWISE) A992 A36 A572 (GRADE 50) A53 (E OR S, GR. B) A500 (GR. B) FY 50 KSI 36 KSI 50 KSI 35 KSI 46 KSI 42 KSI 50 KSI 33. ARCHITECTURALLY EXPOSED STRUCTURAL STEEL SHALL CONFORM TO SECTION 10 OF THE AISC CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES. 34. ALL STEEL EXPOSED TO THE WEATHER OR IN CONTACT WITH GROUND SHALL BE CORROSION PROTECTED BY GALVANIZATION OR PROVIDED WITH EXTERIOR PAINT SYSTEM, UNLESS OTHERWISE NOTED. 35. SHOP PRIME ALL STEEL EXCEPT: A. B. C. D. E. F. G. STEEL ENCASED IN CONCRETE. SURFACES TO BE WELDED. CONTACT SURFACES AT HIGH -STRENGTH BOLTS. MEMBERS TO BE GALVANIZED. MEMBERS WHICH WILL BE CONCEALED BY INTERIOR FINISHES. SURFACES TO RECEIVE SPRAYED FIREPROOFING. SURFACES TO RECEIVE OTHER SPECIAL SHOP PRIMERS. 36. ALL A-325N CONNECTION BOLTS NEED ONLY BE TIGHTENED TO A SNUG TIGHT CONDITION, DEFINED AS THE TIGHTNESS THAT EXISTS WHEN ALL PLIES IN A JOINT ARE IN FIRM CONTACT. THIS MAY BE ATTAINED BY A FEW IMPACTS OF AN IMPACT WRENCH OR THE FULL EFFORT OF AN IRONWORKER USING AN ORDINARY SPUD WRENCH. 37. ALL ANCHORS EMBEDDED IN CONCRETE SHALL BE A307 HEADED BOLTS OR A36 THREADED ROD WITH AN ASTM 563 HEAVY HEX NUT TACK WELDED ON THE EMBEDDED END. 38. ALL WELDING SHALL BE IN CONFORMANCE WITH AISC AND AWS STANDARDS AND SHALL BE PERFORMED BY WABO CERTIFIED WELDERS USING E70XX ELECTRODES. ONLY PREQUALIFIED WELDS (AS DEFINED BY AWS) SHALL BE USED. ALL COMPLETE JOINT PENETRATION GROOVE WELDS SHALL BE MADE WITH A FILLER MATERIAL THAT HAS A MINIMUM CVN TOUGHNESS OF 20 FT-LBS AT -20 DEGREES F AND 40 FT - LBS AT 70 DEGREES F, AS DETERMINED BY AWS CLASSIFICATION OR MANUFACTURER CERTIFICATION. 39. METAL FLOOR AND ROOF DECKING SHALL BE IN ACCORDANCE TO THE FOLLOWING: PROVIDE SIZE, TYPE, GAUGE, AND ATTACHMENT TO THE SUPPORTING STRUCTURE AS SHOWN ON THE PLANS. ARC SEAM AND SPOT (PUDDLE) WELDS FOR FIELD ASSEMBLY OF METAL DECK SHALL BE MADE WITH MINIMUM E60XX ELECTRODES. DECK ALTERNATES MUST BE CONNECTED ACCORDING TO PUBLISHED ICC-ES CRITERIA FOR DIAPHRAGM SHEARS SHOWN. PROVIDE TEMPORARY SHORING WHERE REQUIRED PER MANUFACTURER'S PUBLISHED CRITERIA. 40. COLD -FORMED STEEL FRAMING NOTES —THE FOLLOWING APPLY UNLESS OTHERWISE SHOWN ON THE PLANS: A. COLD FORMED STEEL DESIGN, FABRICATION, AND ERECTION SHALL BE BASED ON AISI S100-12, "NORTH AMERICAN SPECIFICATION FOR THE DESIGN OF COLD -FORMED STEEL STRUCTURAL MEMBERS," AND ON THE 2012 NORTH AMERICAN STANDARDS FOR COLD FORMED STEEL FRAMING, INCLUSIVE. B. THE CONTRACTOR SHALL PROVIDE A QUALITY CONTROL PROGRAM OVER ALL FABRICATION AND ERECTION ACTIVITY THROUGH THE USE OF AN INDEPENDENT TESTING AGENCY AND/OR A QUALIFIED REPRESENTATIVE OF THE STEEL MANUFACTURER. THE CONTRACTOR SHALL OBTAIN MILL CERTIFICATION FROM THE GAUGE STEEL MANUFACTURER OR SHALL SUBMIT TENSILE TESTS AND GALVANIZATION TESTS TO THE ENGINEER OF RECORD TO VERIFY THE ADEQUACY OF THE GAUGE MATERIALS. C. COLD -FORMED STEEL FRAMING MEMBERS INDICATED ON PLAN SHALL BE IN ACCORDANCE WITH THE "2015 IBC-SSMA PRODUCT TECHNICAL GUIDE" PUBLISHED BY THE STEEL STUD MANUFACTURERS ASSOCIATION, AND SHALL COMPLY WITH ICC-ES REPORT ESR-3064P. DESIGNATION: 600 S 200 - 54 DEPTH MEMBER FLANGE MATERIAL STYLE WIDTH THICKNESS(MILS) D. MATERIAL: METAL FRAMING SHALL BE GALVANIZED UNLESS OTHERWISE NOTED, CONFORMING AS FOLLOWS: ASTM A653, GRADE 50 ASTM A653, GRADE 33 FY = 50 KSI 12, 14, AND 16 GAUGE FY = 33 KSI 18 AND 20 GAUGE WHERE NOTED, PAINTED STUDS SHALL CONFORM TO: ASTM A570, GRADE E, FY=KSI. ALL 8 AND 10 GAGE MATERIAL SHALL CONFORM TO: ASTM A36, FY=36 KSI E. THE DESIGN OF INTERIOR COLD FORMED STEEL NON -BEARING WALLS, SOFFITS, CEILINGS AND OTHER MISCELLANEOUS FRAMING AND CONNECTIONS TO STRUCTURE SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND SHALL CONFORM TO THE REQUIREMENTS OF THE ARCHITECTURAL DRAWINGS. DESIGN AND DETAILING SHALL BE UNDER THE DIRECTION OF A PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF WASHINGTON AND STAMPED DRAWINGS AND CALCULATIONS SHALL BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO CONSTRUCTION. General Structural Notes THE FOLLOWING APPLY UNLESS SHOWN OTHERWISE ON THE DRAWINGS F. ACCESSORIES SHALL BE OF THE TYPE, SIZE, AND SPACING SHOWN ON THE DRAWINGS OF A MINIMUM 16 GAUGE MATERIAL UNLESS OTHERWISE SPECIFIED. FASTENING OF COMPONENTS SHALL BE BY WELDING OR SCREWING OR BY OTHER MEANS OF FASTENING AS INDICATED ON THE DRAWINGS. PROVIDE MISCELLANEOUS CLIP ANGLES, LEDGERS, AND ACCESSORIES OF A MINIMUM 16 GAUGE OR THE THICKNESS OF THE MATERIAL BEING FASTENED, WHICHEVER IS GREATER, FOR CONNECTIONS AND BEARING CONDITIONS NOT OTHERWISE NOTED IN THE DRAWINGS. WELDS SHALL BE OF SUFFICIENT SIZE TO INSURE THE STRENGTH OF THE CONNECTION: WIRE TYING OF COMPONENTS SHALL NOT BE PERMITTED. ALL WELDS SHALL BE TOUCHED UP WITH A ZINC -RICH PAINT. G. SCREWS: ALL SCREWS (REFERRED TO AS TEK) SHALL BE SELF -TAPPING SELF -DRILLING FASTENERS THAT ARE ZINC COATED AS MANUFACTURED BY HILT1 KWIK-FLEX (ICC-ES ESR-2196), OR APPROVED EQUAL. THE MINIMUM SCREW SIZE/TYPE/POINT SHALL BE #8-18 (12 POINT) OR #10-16 (#2 POINT) FOR USE IN 20 GAUGE THROUGH 16 GAUGE, AND #10-16 (#3 POINT) OR #12-14 (#2 OR #3 POINT) FOR HEAVIER THAN 16 GAUGE UNLESS NOTED OTHERWISE. SCREWS FOR SHEATHING CONNECTIONS SHALL BE OF THE PROPER SIZE AND TYPE FOR A POSITIVE SHEATHING -TO -METAL CONNECTION. ALL SCREW CONNECTIONS SHALL BE MADE FROM THE LIGHTER MATERIAL INTO THE HEAVIER MATERIAL UNLESS NOTED OTHERWISE. SCREWS SHALL HAVE A MINIMUM PROJECTION OF 3 THREADS THROUGH THE LAST MATERIAL JOINED AND SHALL HAVE MINIMUM EDGE DISTANCES AND CENTER -TO -CENTER SPACING OF 1-1/2 AND 3 SCREW DIAMETERS, RESPECTIVELY. ALL SCREWS SHALL CONFORM TO SAE J78 AND SHALL BE COATED WITH A CORROSIVE -RESISTANT COATING. THE SCREW MANUFACTURER SHALL PROVIDE VERIFICATION OF THE FASTENERS RESISTANCE TO HYDROGEN EMBRITTLEMENT, UPON REQUEST. H. WELDING OF COLD -FORMED METAL FRAMING SHALL CONFORM TO AWS 01.3 AND SHALL BE PERFORMED BY WABO CERTIFIED WELDERS QUALIFIED TO PRODUCE THE SPECIFIED CLASSES OF WELD. I. WALL FRAMING: REFER ARCHITECTURAL DRAWINGS FOR ALL STUD WALLS NOT SHOWN. EXTERIOR WALL STUDS SHALL BE MINIMUM 20 GAUGE (33 MILS) SPACED AT 16" 0.C. UNLESS INDICATED OTHERWISE. TWO STUDS MINIMUM SHALL BE PROVIDED AT THE END OF ALL WALLS AND AT EACH SIDE OF ALL OPENINGS. TWO 800S162-54 HEADERS SHALL BE PROVIDED OVER ALL OPENINGS NOT OTHERWISE NOTED. SOLID BLOCKING FOR MULTI -STUD OR STEEL COLUMNS SHALL BE PROVIDED THROUGH FLOORS TO SUPPORTS BELOW. PROVIDE CONTINUOUS FULL WIDTH BLOCKING AT MID -HEIGHT OF ALL STUD WALLS OVER 10' IN HEIGHT. J. ALL STUD WALLS SHALL HAVE THEIR BOTTOM TRACKS ATTACHED TO FRAMING BELOW WITH #8 SCREWS AT 24" 0. C. OR ATTACHED TO CONCRETE WITH 0. 145" DIAMETER DRIVE -PINS @ 24" 0.C. UNLESS INDICATED OTHERWISE. INDIVIDUAL MEMBERS OF BUILT-UP POSTS SHALL BE WELDED TO EACH OTHER IN ACCORDANCE WITH THE DETAILS. REFER TO THE PLANS AND SHEAR WALL SCHEDULE FOR REQUIRED SHEATHING AND STRAP BRACING. WHEN NOT OTHERWISE NOTED, PROVIDE GYPSUM WALLBOARD ON INTERIOR SURFACES AND GYPSUM SHEATHING ON EXTERIOR SURFACES SCREWED TO ALL STUDS, TOP AND BOTTOM TRACKS AND BLOCKING WITH SCREWS AT 12" 0.C. TRACK SECTIONS SHALL MATCH THE WALL STUD GAUGE, BE UN -PUNCHED AND HAVE AT LEAST 1-1/4° FLANGES. K. BRIDGING AND BRACING IS TO BE INSTALLED AT ALL COLD FORMED STEEL BEARING WALLS. BRIDGING AND BRACING SHALL BE INSTALLED AS SHOWN ON THE STRUCTURAL PLANS, OR THE CONTRACTOR SHALL EMPLOY A PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF WASHINGTON TO DESIGN AN ALTERNATE BRACING SYSTEM. IF AN ALTERNATE BRACING SYSTEM IS USED, THE CONTRACTOR SHALL SUBMIT STAMPED DRAWINGS AND CALCULATIONS TO THE ENGINEER OF RECORD, WHICH DEMONSTRATES THAT THE BRACING SYSTEM WAS DESIGNED TO PROVIDE PERMANENT WEAK AXIS BRACING OF THE STUDS UNDER CODE PRESCRIBED LOADS. DOCUMENTATION SHALL BE SUBMITTED FOR REVIEW PRIOR TO CONSTRUCTION. 41. HEADED STUDS FOR COMPOSITE CONNECTION OF STRUCTURAL STEEL TO CAST -IN -PLACE CONCRETE SHALL BE MANUFACTURED FROM MATERIAL CONFORMING TO ASTM A-29, AND A-108 AND SHALL BE WELDED IN CONFORMANCE WITH A.W.S. DI. 1. WOOD 42. FRAMING LUMBER SHALL BE S-DRY, KD, OR MC-19, AND GRADED AND MARKED IN CONFORMANCE WITH WCLIB STANDARD "GRADING RULES FOR WEST COAST LUMBER NO. 17", OR WWPA STANDARD, °WESTERN LUMBER GRADING RULES 2011". FURNISH TO THE FOLLOWING MINIMUM STANDARDS: JOISTS (2X & 3X MEMBERS) HEM -FIR NO. 2 AND BEAMS BEAMS MINIMUM BASE VALUE, Fb = 850 PSI (4X MEMBERS) DOUGLAS FIR -LARCH NO. 1 MINIMUM BASE VALUE, Fb = 1000 PSI (INCL. 6X AND LARGER) DOUGLAS FIR -LARCH NO. 1 MINIMUM BASE VALUE, Fb = 1350 PSI POSTS (4X MEMBERS) (6X AND LARGER) STUDS, PLATES & MISC. FRAMING: DOUGLAS FIR -LARCH NO. 2 MINIMUM BASE VALUE, Fc = 1350 PSI DOUGLAS FIR -LARCH NO. 1 MINIMUM BASE VALUE, Fc = 1000 PSI DOUGLAS-FIR-LARCH OR HEM -FIR NO. 2 43. GLUED LAMINATED MEMBERS SHALL BE FABRICATED IN CONFORMANCE WITH ASTM AND ANSI/AITC STANDARDS. EACH MEMBER SHALL BEAR AN AITC OR APA-EWS IDENTIFICATION MARK AND SHALL BE ACCOMPANIED BY AN AITC OR APA-EWS CERTIFICATE OF CONFORMANCE. ALL SIMPLE SPAN BEAMS SHALL BE DOUGLAS FIR COMBINATION 24F-V4, Fb = 2,400 PSI, Fv =265 PSI. ALL CANTILEVERED BEAMS SHALL BE DOUGLAS FIR COMBINATION 24F-V8, Fb = 2400 PSI, Fv = 265 PSI. CAMBER ALL SIMPLE SPAN GLULAM BEAMS, WITH SPANS OVER 30', TO 3,500' RADIUS, UNLESS SHOWN OTHERWISE ON THE PLANS. 44. PLYWOOD SHEATHING SHALL BE GRADE C-0, EXTERIOR GLUE OR STRUCTURAL II, EXTERIOR GLUE IN CONFORMANCE WITH DOC PS 1 OR PS 2. ORIENTED STRAND BOARD OF EQUIVALENT THICKNESS, EXPOSURE RATING AND PANEL INDEX MAY BE USED IN LIEU OF PLYWOOD. ROOF SHEATHING SHALL BE 1/2' (NOMINAL) WITH SPAN RATING 32/16. FLOOR SHEATHING SHALL BE 3/4" (NOMINAL) WITH SPAN RATING 48/24. WALL SHEATHING SHALL BE 1/2" (NOMINAL) WITH SPAN RATING 24/0. PROVIDE APPROVED PLYWOOD EDGE CLIPS CENTERED BETWEEN JOISTS/TRUSSES AT UNBLOCKED ROOF SHEATHING EDGES. ALL FLOOR SHEATHING EDGES SHALL HAVE APPROVED T&G JOINTS OR SHALL BE SUPPORTED WITH SOLID BLOCKING. ALLOW 1/8" SPACING AT ALL PANEL EDGES AND ENDS OF FLOOR AND ROOF SHEATHING. REFER TO WOOD FRAMING NOTES BELOW FOR TYPICAL NAILING REQUIREMENTS. 45. TIMBER CONNECTORS CALLED OUT BY LETTERS AND NUMBERS SHALL BE "STRONG -TIE" BY SIMPSON COMPANY, AS SPECIFIED IN THEIR CATALOG NUMBER C-C-2017. EQUIVALENT DEVICES BY OTHER MANUFACTURERS MAY BE SUBSTITUTED, PROVIDED THEY HAVE ICC-ES APPROVAL FOR EQUAL OR GREATER LOAD CAPACITIES. PROVIDE NUMBER AND SIZE OF FASTENERS AS SPECIFIED BY MANUFACTURER FOR MAXIMUM LOAD CARRYING CAPACITY. CONNECTORS SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. ALL 2X JOISTS SHALL BE CONNECTED TO FLUSH BEAMS WITH "LUS° SERIES JOIST HANGERS. ALL TJI JOISTS SHALL BE CONNECTED TO FLUSH BEAMS WITH "ITS" SERIES JOIST HANGERS. ALL DOUBLE -JOIST BEAMS SHALL BE CONNECTED TO FLUSH BEAMS WITH "MIT' SERIES JOIST HANGERS. WHERE CONNECTOR STRAPS CONNECT TWO MEMBERS, PLACE ONE-HALF OF THE NAILS OR BOLTS IN EACH MEMBER. ALL SHIMS SHALL BE SEASONED AND DRIED AND THE SAME GRADE (MINIMUM)AS MEMBERS CONNECTED. 46. WOOD FASTENERS A. NAIL SIZES SPECIFIED ON DRAWINGS ARE BASED ON THE FOLLOWING SPECIFICATIONS: SIZE 6d 8d 10d 12d 16d BOX LENGTH 2" 2-1/2" 3" 3-1/4" 3-1/2" DIAMETER 0. 113" 0. 131' 0. 148° 0. 148° 0. 135° IF CONTRACTOR PROPOSES THE USE OF ALTERNATE NAILS, THEY SHALL SUBMIT NAIL SPECIFICATIONS TO THE STRUCTURAL ENGINEER (PRIOR TO CONSTRUCTION) FOR REVIEW AND APPROVAL. NAILS - PLYWOOD (APA RATED SHEATHING) FASTENERS TO FRAMING SHALL BE DRIVEN FLUSH TO FACE OF SHEATHING WITH NO COUNTERSINKING PERMITTED. TOE -NAILS SHALL BE DRIVEN AT AN ANGLE OF 30 DEGREES WITH THE MEMBER AND STARTED 1/3 THE LENGTH OF THE NAIL FROM THE MEMBER END. B. ALL BOLTS IN WOOD MEMBERS SHALL CONFORM TO ASTM A307. PROVIDE WASHERS UNDER THE HEADS AND NUTS OF ALL BOLTS AND LAG BOLTS BEARING ON WOOD. INSTALLATION OF LAG BOLTS SHALL CONFORM TO THE NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION WITH A LEAD BORE HOLE OF 60 TO 70 PERCENT OF THE SHANK DIAMETER. LEAD HOLES ARE NOT REQUIRED FOR 3/8' AND SMALLER LAG SCREWS. 47. WOOD FRAMING NOTES —THE FOLLOWING APPLY UNLESS OTHERWISE SHOWN ON THE PLANS: A. ALL WOOD FRAMING DETAILS NOT SHOWN OTHERWISE SHALL BE CONSTRUCTED TO THE MINIMUM STANDARDS OF THE INTERNATIONAL BUILDING CODE, THE AITC "TIMBER CONSTRUCTION MANUAL" AND THE AF&PA "NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION". MINIMUM NAILING, UNLESS OTHERWISE NOTED, SHALL CONFORM TO IBC TABLE 2304.10.1. COORDINATE THE SIZE AND LOCATION OF ALL OPENINGS WITH MECHANICAL AND ARCHITECTURAL DRAWINGS. B. WALL FRAMING: REFER ARCHITECTURAL DRAWINGS FOR THE SIZE OF ALL WALLS. ALL STUDS SHALL BE SPACED AT 16° 0.C. UNO. TWO STUDS MINIMUM SHALL BE PROVIDED AT THE END OF ALL WALLS AND AT EACH SIDE OF ALL OPENINGS, AND AT BEAM OR HEADER BEARING LOCATIONS. TWO 2x8 HEADERS SHALL BE PROVIDED OVER ALL OPENINGS NOT OTHERWISE NOTED. SOLID BLOCKING FOR WOOD COLUMNS SHALL BE PROVIDED THROUGH FLOORS TO SUPPORTS BELOW. PROVIDE CONTINUOUS SOLID BLOCKING AT MID -HEIGHT OF ALL STUD WALLS OVER 10'-0" IN HEIGHT. ALL WALLS SHALL HAVE A SINGLE BOTTOM PLATE AND A DOUBLE TOP PLATE. END NAIL TOP PLATE TO EACH STUD WITH TWO 16d NAILS, AND TOENAIL OR END NAIL EACH STUD TO BOTTOM PLATE WITH TWO 16d NAILS. FACE NAIL DOUBLE TOP PLATE WITH 16d @ 12" 0.C. AND LAP MINIMUM 41-0" AT JOINTS AND PROVIDE EIGHT 16d NAILS @ 4" 0. C. EACH SIDE JOINT. ALL STUD WALLS SHALL HAVE THEIR LOWER WOOD PLATES ATTACHED TO WOOD FRAMING BELOW WITH TWO ROWS OF 16d NAILS @ 12' ON -CENTER, OR ATTACHED TO CONCRETE BELOW WITH 5/8" DIAMETER ANCHOR BOLTS @ 4'-0" ON -CENTER EMBEDDED 7° MINIMUM, UNLESS INDICATED OTHERWISE. INDIVIDUAL MEMBERS OF BUILT-UP POSTS SHALL BE NAILED TO EACH OTHER WITH TWO ROWS OF 16d 012" ON -CENTER. UNLESS INDICATED OTHERWISE, 1/2" (NOMINAL)APA RATED SHEATHING (SPAN RATING 24/0) SHALL BE NAILED TO ALL EXTERIOR SURFACES WITH 8d NAILS @ 6" ON -CENTER AT PANEL EDGES AND TOP AND BOTTOM PLATES (BLOCK UN -SUPPORTED EDGES)AND TO ALL INTERMEDIATE STUDS AND BLOCKING WITH 8d NAILS @ 12' ON -CENTER ALLOW 1/8" SPACING AT ALL PANEL EDGES AND PANEL ENDS. C. FLOOR AND ROOF FRAMING: PROVIDE SOLID BLOCKING AT ALL BEARING POINTS. TOE -NAIL JOISTS TO SUPPORTS WITH TWO 16d NAILS. ATTACH TIMBER JOISTS TO FLUSH HEADERS OR BEAMS WITH SIMPSON METAL JOIST HANGERS IN ACCORDANCE WITH NOTES ABOVE. NAIL ALL MULTI JOIST BEAMS TOGETHER WITH TWO ROWS 16d @ 12" ON -CENTER. UNLESS OTHERWISE NOTED ON THE PLANS, PLYWOOD ROOF AND FLOOR SHEATHING SHALL BE LAID UP WITH GRAIN PERPENDICULAR TO SUPPORTS AND NAILED AT 6" ON -CENTER WITH 8d NAILS TO FRAMED PANEL EDGES, STRUTS AND OVER STUD WALLS AS SHOWN ON PLANS AND @ 12" ON -CENTER TO INTERMEDIATE SUPPORTS. PROVIDE APPROVED PLYWOOD EDGE CLIPS CENTERED BETWEEN JOISTS/TRUSSES AT UNBLOCKED ROOF SHEATHING EDGES. ALL FLOOR SHEATHING EDGES SHALL HAVE APPROVED T&G JOINTS OR SHALL BE SUPPORTED WITH SOLID BLOCKING. ALLOW 1/8" SPACING AT ALL PANEL EDGES AND ENDS OF FLOOR AND ROOF SHEATHING. CODE CC:...'LI.'uNC, APPilt- eD ,i JL,J 13 City of Tukwila BUILDING DIVISION TEr C r')N =rs CM APR 11 2Gi9 STRUCTURAL ENGINEERING 2124 Third Avenue • Suite roo - Seattle, WA 98121 p: 206.443.6212 ssfengineers.com 934 Broadway - Tacoma, WA 984oa p: 253.2849470 ssfengineers.com Copyright 2018 Swenson Say Faget - kl Rights Reserved DRAWN: RWG DESIGN: ABB CHECKED: ABB APPROVED: ABB REVISIONS: Permit Review Feb. 05, 2019 JURISDICTIONAL APPROVAL STAMP: MMIP PROJECT TITLE: LAMS MARKET 243 Minkler Boulevard Tukwila, WA 98188 ARCHITECT: JACKSON/MAIN 311 First Avenue South Seattle, WA 98104 PH 206 324 4800 MEW ISSUE: Permit SHEET TITLE: General Structural Notes SCALE: DATE: January 15, 2018 PROJECT NO: 10993-2018-04 SHEET NO: S1.2 PERMIT CENTER Statement of Special Inspections Special inspections shall be provided per the requirements of IBC section 1705 and as noted herein SOILS VERIFICATION AND INSPECTION TASK CONTINUOUS PERIODIC COMMENTS 1. VERIFY MATERIALS BELOW SHALLOW FOUNDATIONS ARE ADEQUATE TO ACHIEVE THE DESIGN BEARING CAPACITY X 2. VERIFY EXCAVATIONS ARE EXTENDED TO PROPER DEPTH AND HAVE REACHED PROPER MATERIAL X 3. PERFORM CLASSIFICATION AND TESTING OF COMPACTED FILL MATERIALS X 4. VERIFY USE OF PROPER MATERIALS, DENSITIES AND LIFT THICKNESSES DURING PLACEMENT AND COMPACTION OF COMPACTED FILL X 5. PRIOR TO PLACEMENT OF COMPACTED FILL, OBSERVE SUBGRADE AND VERIFY THAT SITE HAS BEEN PREPARED PROPERLY X COLD -FORMED STEEL FRAMING REFERENCES IBC 1705.6 VERIFICATION AND INSPECTION TASK CONTINUOUS PERIODIC COMMENTS REFERENCES 1. MATERIAL VERIFICATION OF COLD -FORMED STEEL DECK a. FOR OTHER STEEL, IDENTIFICATION MARKINGS TO CONFORM TO ASTM STANDARDS SPECIFIED IN THE APPROVED CONSTRUCTION DOCUMENTS X APPLICABLE ASTM MATERIAL STANDARDS b. MANUFACTURER'S CERTIFIED TEST REPORTS X STRUCTURAL STEEL VERIFICATION AND INSPECTION TASK CONTINUOUS PERIODIC COMMENTS REFERENCE 1. FABRICATED AND ERECTED STEEL: a. COMPLIANCE WITH DETAILS SHOWN ON CONSTRUCTION DOCUMENTS X AISC 360, SECTION N5.7 b. APPLICATION OF JOINT DETAILS AT EACH CONNECTION X 2. INSPECTION OF HIGH STRENGTH BOLTING: a. SNUG -TIGHT JOINTS X IBC 1705.2 AISC 360, SECTION M2.5 SECTION N5.6 3. MATERIAL VERIFICATION OF WELD FILLER MATERIALS: a. IDENTIFICATI0I SPECIFICATION DOCUMENTS b. MANUFACTURER' REQUIRED I MARKINGS TO CONFORM TO AWS i IN THE APPROVED CONSTRUCTION X AISC 360, SECTION A3.5 AND APPLICABLE AWS A5 DOCUMENTS S CERTIFICATE OF COMPLIANCE X 4. INSPECTION OF WELDING: a. SINGLE PASS FILLET EL IBC 1705.2 SS5/16' X AWSD1.1 5. INSPECTION OF STEEL FRAME JOINT DETAILS FOR COMPLIANCE: a. DETAILS SUCH AS BRACING AND STIFFENING X b. MEMBER LOCATIONS X c. APPLICATION OF JOINT DETAILS AT EACH CONN. X 6. MATERIAL VERIFICATION OF HIGH -STRENGTH BOLTS, NUTS, AND WASHERS: IBC 1705.2 a. IDENTIFICATION MARKINGS TO CONFORM TO ASTM STANDARDS SPECIFIED IN THE APPROVED CONSTRUCTION DOCUMENTS b. MANUFACTURER'S CERTIFICATE OF COMPLIANCE REQUIRED X X AISC 360, SECTION A3.3 AND APPLICABLE ASTM MATERIAL STANDARDS CONCRETE AND CONCRETE REINFORCING VERIFICATION AND INSPECTION TASK CONTINUOUS PERIODIC COMMENTS REFERENCE 1. INSPECTION OF REINFORCING STEEL X IBC 1908.4 ACI 318: Ch. 20, 25.2, 25.3, 26.6.1-26.6.3 2. INSPECTION OF ANCHORS CAST IN CONCRETE X ACI 31& 17.8.2 3. INSPECTION OF POST -INSTALLED ANCHORS IN HARDENED CONCRETE MEMBERS: a. ADHESIVE ANCHORS INSTALLED HORIZONTALLY OR UPWARDLY INCLINED ORIENTATIONS X SEE ICC-ES ESR REPORT FOR ADDITIONAL REQUIREMENTS ACI 318: 17.8.2.4 b. MECHANICAL ANCHORS AND ADHESIVE ANCHORS NOT DEFINED IN 3-a X ACI 318: 17.8.2 4. VERIFYING USE OF REQUIRED DESIGN MIX X IBC 1904.1 IBC 1904.2 IBC 1908.2 IBC 1908.3 ACI 318: Ch. 19, 26.4.3, 26.4.4 NOTES 1. TESTING AND SPECIAL INSPECTION REPORTS SHALL BE PREPARED FOR EACH INSPECTION ITEM ON A DAILY BASIS WHENEVER WORK IS PERFORMED ON THAT ITEM. REPORTS SHALL BE DISTRIBUTED TO OWNER, CONTRACTOR, BUILDING OFFICIAL, ARCHITECT, AND STRUCTURAL ENGINEER. 2. WHERE APPLICABLE, SEE ALSO IBC SECTION 1705.11, SPECIAL INSPECTION FOR WIND RESISTANCE AND IBC SECTION 1705.12, SPECIAL INSPECTION FOR SEISMIC RESISTANCE 3. "STRUCTURAL STEEL' REFERS TO STEEL CONSTRUCTION DEFINED BY AISC 303, 'CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES.' I-77 1, ...__ r CODE cc:L'LIANCE APPiCA cti • ,i\ 25 L219 • City of Tukwila BUILDING DIVISION tjs'-ca p, fEf €!VEf CITY OF ,I uW. ILA APR 11 201g PERMIT CENTER 0 STRUCTURAL ENGINEERING 2124 Third Avenue - Suite roc - Seattle, WA 98121 p: 206.443.621a ssfengineers.com 934 Broadway - Tacoma, WA 984oa p: 253.284.9470 ssfengineers.com Copyright 2018 Swenson Say Faget -NI Rights Reserved DRAWN: RWG DESIGN: ABB CHECKED: ABB APPROVED: ABB REVISIONS: Permit Review Feb. 05, 2019 JURISDICTIONAL APPROVAL STAMP: PROJECT TITLE: LAM'S MARKET 243 Minkler Boulevard Tukwila, WA 98188 MINN ARCHITECT: JACKSON/MAIN 311 First Avenue South Seattle, WA 98104 PH 206 324 4800 ISSUE: Permit SHEET TITLE. Statement of Special Inspections SCALE: DATE: January 15, 2018 PROJECT NO: 10993-2018-04 SHEET NO: I -, cite' 10/S4.1 ) ro-1 t ' r 't ro-1 LJ LJ LJ HSS 4x4x3/8 TYP. TYP. ALONG GRID 1 \$r rip LJ 2/S4.2 typ. at strongbacks row LJ FTG. 3'-6"sq x 12`dp W/ (4)#4 E.W. C1RD. (typ, this col. line) Lri0J 12/S4.1 3/S3.1 • 18"w x 12"dp CONT. FTG. W/ (244 CONT. TOP & BOT. • 6005162-43 0 16"oc, \TYP. W>tiiLL FRAMING HSS 6x6x3/16 FULL HEIGHT W/ BASE E PER 7 S3.1 5" CONC. SLAB ON-1 1 -5 GRADE REINF. W/ FTG. 5-0"sq x 2"dp j!4 012"oc E.W. W/ (6)15 E.W. 1OT. 8/S3.1 FTG. 7'-0"sq x 14"dp �1� ~ HSS 5x5x3/e W/ OOP E.W. BOT. I 0 I I II 1 9/S4A L h_ I�,r C cols. FTG. 5-0"sq x 12"dp W/ (5)#5 E.W. BOT. 6" grid HSS 5x5x3/1s 4 r4x3/6 FACE OF NEW OPNG. 3/S4.2 SHALL COINCIDE W/ (E) PANEL JOINT J STRONGBACK A L 9/S4.1 J HSS 6x6x3/16 FULL HEIGHT FTG. 5'-0"sq x 12"dp W/ (6)¢ E.W. C1RD. W16)41 col. HSS 6x40016 FRAMED TO BOT. OF NI0k12 ROOF BM. HSS 4x4x3/8 STRONGBACK TYP. ALONG GRID A AND GRID 2 I' Lroi J FTG. 3'-6"sq x 12"dp W/ (4)#4 E.W. CTRO. (typ. this col. line) 10/54.1 typ. roi LJ L9J HSS 4x4x3/8 STRONGBACK > 0 0 (E) CONTINUOUS FOOTING & RETAINING WALL TO REMAIN 11/S4.1 typ. r HSS 8x8x1/4 typ. of (51 (E) LOADING DOCK TO BE FILLED W/ GRAVEL OR COMPACTED STRUCTURAL FI 6" CONCRETE SLAB. REINF. W/ #4 0 12"oc EACH WAY CENTERED OVER COMPACTED STRUCTURAL FILL F'Or; CODE CC:L LIANCE APPROVED hM25"cu19 City of Tukwila BUILDING DIVISION CITY or iiu : dLA APR 11 Z019 PERMIT CENTER 0 STRUCTURAL ENGINEERING 2124 TNvd Avenue - Suite ion - Seattle, WA 98121 p:2o6.443.6212 ssfengineen.com 934 Broadway - Tacoma, WA 98402 p: 253.284.947o ssfengineer.com EMIR Copyright 2018 Swenson Say Faget - All RIgNS Reserved MEP DRAWN: RWG DESIGN: ABB CHECKED: ABB APPROVED: ABB REVISIONS: Permit Review Feb. 05, 2019 JURISDICTIONAL APPROVAL STAMP: PROJECT TITLE: LAM'S MARKET 243 Minkler Boulevard Tukwila, WA 98188 MHO ARCHITECT: JACKSON/MAIN 311 First Avenue South Seattle, WA 98104 PH 206 324 4800 WIN ISSUE: Permit SHEET -I TLE: Foundation Plan IIIIIJ� SCALE: DATE: PROJECT NO: 3/32„ = 1,-O' U.N.O. January 15, 2018 10993-2018-04 SHEET NO: Foundation Plan IN 0/?-0397 Scale: 3/32" - S2.1 L W • w Cb) 2/S4.3 typ. 11/2" 18ga METAL DECK PER 7/S4.1 W/ G90 COATING (typ. at canopies) HSS 10x4x3/I6, TYP, i 1E) it 51/8x221/2. t1�i? 1/9 (E) 2x4 0 24"oc c (typical) 51/Rx30 r » (E) GL 51/8x30 st _) GL 51/8x221/2 (E) GL 51/8x30 (E) GL 51/8x30 (E) 4x14 ® 8'-0°oc m (E) GL 51/8x221/2 v (E) GL 51/8x30 (E) 4x14 0 8'-0'oc (E) GL 51/ex30 BEAM SPLICES ical) (E) COLUMNS (typical) (E) GL 51/8x30 CV N tO tO TOP OF FRAMING, 60T.— OF PLYWOOD AT 17-11/2" HSS 9x6x3/16 AT \WINDOW HEAD ELE 2x12 0 24 oc, TYP. (E) GL 51/8x221/2 0 0 KJ v U LLJ (E) GL 51/6x30 (E) GL 51/ex30 (E) GL 51/8x221/2 (E) GL 51/8x221/2 5/^2 TIE ROD 0 W21x62 HSS (E^14 0 8'-0"oc TYP. 00 8/S4.2 cn CO CD W (E) GL 51/8x30 K CLe W (E) GL 51/8x24 CO (E) GL 51/8x24 L oI (E) GL ix31% 51/8x311/2 0 30 (E) GL 51/8x311/2 /4 0 N (E) GL 51/8x221/2 4/S4.2 // // ,/ // M cc LC LC LL LL LC GL 51/2x131/2 CONT. ROOF CURB BELOW MECH. UNIT RAILS (E) GL 51/8x221/2 (E) A24 51/8x24 (E} 4x14 LED ER d 4 3/S4.2 CANT. BEAM FRAMED AT BB OF DROPPED SOFFIT 7/54.3 HEADER AT WINDOW HEAD cn CO W wi CONN. PER 7/S f..3 a• METAL DECK' 3'4 SCHED 80 KING POST HSS 8x4x1/4 TYP. AT 'HSS' (E) COL r HSS 10x4x3/ls, TYP. HSS 10x4x3/16, TYP. e 2/S4.3 4x10 HIP TYP. (al Roof Framing Plan Scde: 3/32' — 1'-0' GL 51/2x12 W/ (3) STUDS EA. END 2x8 0 24"oc TYP. RAFTER 2x12 STRUCT. RIM 2x6 0 24'oc TYP. CLG. JOIST CODE CC:."LIA,WCE APPRCL ED 1.1,77; 2 5 2019 City of Tukwila BUILDING DIVISION REC »P'<'rn Cf : Y OF )) u1 tw:'ti.A Apt 11 2019 PERMIT CENTER STRUCTURAL ENGINEERING 2124 Third Avenue • Suite ioo - Seattle, WA 98121 p:206.443.6212 ssfengineers.com 934 Broadway - Tacoma, WA 98402 p: 253.284447o ssfengineers.com Copyright 2018 Swenson Say Paget • AN Rights Reserved 0.1110 DRAWN: RWG DESIGN: ABB CHECKED: ABB APPROVED: ABB REVISIONS: WIN Permit Review Feb. 05, 2019 JURISDICTIONAL APPROVAL STAMP: MIS PROJECT TITLE: LAM'S MARKET 243 Minkler Boulevard Tukwila, WA 98188 ARCHITECT: JACKSON/MAIN 311 First Avenue South Seattle, WA 98104 PH 206 324 4800 ISSUE' Permit SHEET TITLE: Roof Framing Plan MID SCALE: DATE: 3/32" = i'-o" U.N.O. January 15, 2018 PROJECT NO: 10993-2018-04 SHEETNO: S2.2 1 2 METAL STUD FRAMING PER PLAN FIN. GRADE PER ARCH. 18ga BOT. TRACK W/ DRIVE PINS @ 16"oc PER GEN. STRUCT. NOTES SLAB ON GRADE PER PLAN rriv 4. 4§ 8 CONC. WALL PER GEN. STRUCT. NOTES FOOTING PER PLAN 5 9 6 10 1' 1" ��typp... Typical Case HSS COL. PER PLAN 2 sides min. LEVELING GROUT ® Edges 64. Corners BASE E 3/8" W/ (2)5/8"0 EXP. BOLTS (embed 6") (see above) --SLAB ON GRADE PER PLAN 11 CAST IN PLACE CONCRETE INFILL. MATCH (E) THICKNESS (E) CONCRETE WALL #4 x 11-6" DOWELS ® 18"oc. EMBED 4" IN IN EPDXY GROUT DOWELS TO MATCH INFILL REINFORCING. EMBED 4" IN EPDXY GROUT #4 @12"oc EA. WAY CENTERED Typical Infill at Existing Wall Opening SAWCUT WHERE REQUIRED EXIST. SLAB EXIST. FOOTING BELOW IN SOME AREAS SLAB —ON —GRADE PER PLAN PROVIDE VAPOR BARRIER AND FILL PER SPEC SECTIONS 2200 AND 3100 CORE DRILL CORNERS W/ 1'0 TO AVOID OVERCUTTING SAWCUT NEW OPENING CODE C^v irs ALL 14,7 C 5 CUI9 City of Tukwila I BUILCIN G DIVISION' STRUCTURAL ENGINEERING 2124 Third Avenue - Suite too - Seattle, WA 98121 p: 206.443.6212 ssfengineers.com 934 Broadway - Tacoma, WA g84o2 p: 253.284947o ssfengineers.com Copydg t 2018 Sorenson Say Fag&t - All Rights Reserved DRAWN: RWG DESIGN: ABB CHECKED: ABB APPROVED: ABB REVISIONS: Permit Review Feb. 05, 2019 MIN JURISDICTIONAL APPROVAL STAMP: IMP PROJECT TITLE: LAM'S MARKET 243 Minkler Boulevard Tukwila, WA 98188 1111118110 ARCHITECT: JACKSON/MAIN 311 First Avenue South Seattle, WA 98104 PH 206 324 4800 IIIIIEM ISSUE: Permit SHEET TITLE: Concrete Details SCALE: CITY OF'TUKWILA flECr-1!f .D APR 11 2019 DATE: =1'-0" U.N.O. January 15, 2018 PROJECT NO: PERMIT CENTER SHEET NO: b/s-- as 97 Typical Sawcut Opening in Existing Concrete Wall 1 2 10993-2018-04 S3.1 Shear Plate Schedule Beam Size W10 No. of Bolts 3 W16 W18, W21 max. size per schedule BEAM SIZE PER PLAN FACE OF SUPPORTING MEMBER Bolt Size Shear Tab Plate Thickness 3/4"0 3/4"0 1/4' 1/4 34' Weld Size 3/1fi 3/16° NOTES: 1. BEAMS SHALL HAVE STANDARD HOLES AND SHEAR TAB PLATES SHALL HAVE HORIZONTAL SHORT SLOTTED HOLES, U.N.O. 2. BOLT TYPE A325N. BOLTS IN CONNECTION TO BE SNUG TIGHT UNLESS SPECIFICALLY CALLED OUT AS SUP CRITICAL 3. SHEAR TAB PLATE MATERIAL - A36 Typical Single Shear Plate Connection and Schedule (2)3/4"0 BOLTS AT BEAM GAGE BEAM SIZE PER PLAN -- BEARING R 1/2" COLUMN PER PLAN BEAM BOTH SIDES WHERE INDICATED ON PLAN BEAM SIZE PER PLAN, TYPICAL (4)3/4"0 BOLTS AT BEAM GAGE Where Beam Stops There Beam Continues NOTE: BEARING PLATE THICKNESS SHALL BE 3/4 WHERE DEPTH OF SUPPORTED MEMBER EXCEEDS 24° ----CUT (E) SLAB AS REQUIRED 1" LEVELING GROUT Typical Beam Bearing on HSS Column HSS COL. PER PLAN BASE E 3/4" W/ (4)5/8"0 A.B. W/ 5" EMBED FOOTING PER PLAN -(per 1/34.1 PLATE THICKNESS AND BOLTS PER 1/S4.1 Typical Beam to Beam Connection BEAM SIZE PER PLAN BEARING R 1/2" (4)3/4"0 BOLTS AT BEAM GAGE COLUMN PER PLAN NOTE: BEARING PLATE THICKNESS SHALL BE 3/4" WHERE DEPTH OF SUPPORTED MEMBER EXCEEDS 24" HSS COL. PER PLAN FINISHED GRADE , PER ARCH. FOOTING PER PLAN per plan Connection Schedule BEAM SIZE W10 NO. & SIZE OF BOLTS REQUIRED (2) 3/4"0 0 4" ga. PLATE THICKNESS 1/4 • USE HORIZONTAL SHORT SLOTTED HOLES IN THE PLATE AT COLUMN CONNECTIONS ONLY Notes • FILLET WELD SIZE S = PLATE THICKNESS • FOR BEVEL WELDS, BEVEL END OF CONNECTION PLATE TO MAINTAIN 'A' AT 45' • DO NOT INCREASE DIMENSION IC' WITHOUT ENGINEERS APPROVAL weld size per 1/S4.1 PLATE THICKNESS AND BOLTING PER 1/S4.1 Beam Bearing on HSS Column 1" LEVELING GROUT BASE Q 3/8"x14"x14" W/ (4)5/6"0 A.B. (or exp. bolts) ® 11" CENTERS. EMBED 5" 10 DRIVE PIN LOCATIONS PLATE PER SCHEDULE COPE BEAM FLANGES AS REQUIRED MEMBER SIZES PER PLAN, TYPICAL HARDENED WASHER ON BOLT SIDE Plan View ASC HR-36, G90 Galvanized w/Following Min. Properties SHEAR CAPACITY REQ'D = 500 #/ft 18 GA. I = +0.26/-0.26 in.4 S = +0.31/-0.30 in. 3 Fy = 38 ksi 1. MAXIMUM DECK SPAN = 8'-0" c. TO c. (SINGLE -SPAN). 2. PROVIDE (4) DRIVE PINS PER SHEET TO ALL SUPPORTS PERPENDICULAR TO DECK FLUTES. 3. PROVIDE DRIVE PINS AT 24"oc TO ALL STRUTS PARALLEL TO DECK FLUTES AND TO BEAMS. 4. CONNECT DECK SEAMS WITH SCREWS 0 24"oc. 5. DECK TYPE MUST STRICTLY MEET CRITERIA LISTED ABOVE INCLUDING RESEARCH REPORT ALLOWABLE SHEAR LOADS. SUBMIT DECK INFORMATION TO ENGINEER PRIOR TO BEGINNING SHOP DRAWINGS. 6. 0.145"0 DRIVE PINS & SDI RECOGNIZED #10 SELF -DRILLING SCREWS SHALL BE USED AT SUPPORTS AND SIDE LAP CONNECTIONS . HSS COL. PER PLAN CUT (E) CONC. WALL TO 6" BELOW SLAB FINISHED GRADE --- PER ARCH. (E) CONCRETE WALL 1 1 /2" Roof Deck 7 EMBED Q 3/s"x10"x10" W/ (4)1/2"0 x 4" W.H.S. 5" CENTERS SLAB ON GRADE PER PLAN neraramenawitts ♦1 • 24 14 DOWELS I— 0 12"oc EPDXY GROUTED 4° INTO (E) CONC. WALL nts Typical Skewed Beam Shear Connection bos. 1/ \. ht. per arch. CONCRETE PLINTH W/ (8)g5 VERT. W/ STD. HOOK & #4 x 0 6"oc Section (E) PRE -CAST PANEL TO REMAIN (E) FOOTING (E) PRE -CAST PANEL TO BE REMOVED COLUMN PER PLAN BASE E 1/2" W/ (4)5/8"0 A.B. 0 3" GAGE. EMBED 12" 1" LEVELING GROUT FOOTING PER PLAN NEW FOOTING PER PLAN PROVIDE MATCHING /4 DOWELS EPDXY GROUTED CODE CC .Z. LIAi<C,_ i APPROVED 1;7;";252319 City of Tukwila BUILDING DIVISION HSS COLUMN PER PLAN BASE Q 3/6"x4"x10" W/ (2)5/6"0 EXP. BOLTS 7" CENTERS (embed 4") CITY OF -1 u I"1i"ILA APR 11 2019 PERMIT CENTER Sectionee as 1 2 0 STRUCTURAL ENGINEERING 21z4 Third Avenue - Suite ton - Seattle, WA 98m p: zo6.443.6z1z ssfengineers.com 934 Broadway - Tacoma, WA 984o2 P z53284.9470 ssfengineers.com CoppigM 2018 Swenson Say Faget -NI Rights Reserved MIME DRAWN: DESIGN: CHECKED: RWG ABB ABB APPROVED: ABB REVISIONS: Permit Review Feb. 05, 2019 JURISDICTIONAL APPROVAL STAMP: PROJECT TITLE: LAM'S MARKET 243 Minkler Boulevard Tukwila, WA 98188 ARCHITECT: JACKSON/MAIN 311 First Avenue South Seattle, WA 98104 PH 206 324 4800 Ititititi ISSUE: Permit 1=11, SHEET TITLE: Steel Framing Details SCALE: 3/4" = 1'-0" U.N.O. DATE: January 15, 2018 PROJECT NO: 10993-2018-04 SHEET NO: S4.1 III TOP CC PANEL TOP OF ROOF n .11 -E-1 — FACE OF STRONGBACK— (E) FRAMING PER PLAN TYP. el. 16'-3" 6" i. EDGE OF OPENING Strongback Elevation verify STEEL BEAM PER PLAN COPE AS REQ'D. r"f • L VA' HSS STRONGBACK PER PLAN TOP OF SLAB STEEL BEAM PER PLAN E 3/8" W/ (4)3/4°0 • A325N BOLTS • 116V <3 sides el.( 14'-6" (based on bot. of (e) glu-lam beam beyond) (E) PRE -CAST PANEL (E) FOOTING (E) PRE -CAST PANEL TO BE REMOVED 3 sides) 1/4 G/ STEEL BEAM PER PLAN HSS STRONGBACK PER PLAN r --IQ 3/8"x4"x10" W/ (2) 5/a"0 EXP. BOLTS 7° CENTERS (embed 4") Section A HSS STRONGBACK PER PLAN BASE E 3/e'x4'x10" W/ (2)5/e'0 EXP. BOLTS 7' CENTERS (embed 4') (E) SLAB ON GRADE Section B C pre -cast panel - (E) GL 63/4x39 CUT (E) BEAM AROUND FLANGE AS REQUIRED P 1/4" EA. SIDE OF (E) GL BEAM W/ (5) 7/8"0 THROUGH BOLTS 10 t.o. opening per arch. (E) PANEL JOINT--{ 70 (E) PRE -CAST PANEL —�-t TO BE CUT FOR NEW OPENING 8d 0 3"oc 2x NAILER W/ 5/6"0 THREADED STUDS 32"oc FRAMING PER PLAN STEEL BEAM PER PLAN 1 IE 3/8"x12"x12" EA. SIDE OF PANEL 0 48"oc VERTICALLY W/ (4)3/4"0 THROUGH BOLTS 0 9° CENTERS. STRONGBACK COLUMN PER PLAN AND 2/S4.2 (E) 4x6 LEDGER LTP4 0 12"oc NEW 4x10 LEDGER W/ #10 TIMBER SCREWS 0 8"oc TO 3x RIM CONT. 3x RIM STEEL BEAM PER PLAN 11 Plan View STEEL BEAM PER PLAN 3/8°x8"x BEAM DEPTH W/ (3)5/8"0 EXP. BOLTS (embed 4") 4 L5x3x1/4 x 8" 0 5-O'oc BTWN. GL BEAMS W/ (2) 3/a"0 EXP. BOLTS, 6' APART (embed 41 STEEL SHIM AS REQ'D AT (E) GL BEAM 1/4 V (2)3/4 0 THROUGH BOLTS L3x3x1/4 E 3/8' W/ 3/4 0 M.B. • IL FACE OF WALL FRAMING --.-I STEEL BEAM PER PLAN tw. bos. COLUMN PER PLAN 1/4 H (E) PURLINS & LEDGER STEEL SHIMS AS REQ'D. 0 8'-0'oc MAX FOR SOLID BEARING (E) PRE -CAST PANEL TO BE REMOVED RCVJCV • - FOi' CODE CCr:,-'LIANCE APPROVED APR 252019 City of Tukwila BUILDING DIVISION — P 1/2"x51/2"x11" W/ (6)5/8"0 A325N BOLTS 0 3" GAGE CAPE 1/2' W/ (4)5/8°0 BOLTS 0 3" GAGE CITY OF I lst:eti'ILA APR 11 2R 19 PERMIT CENTER z)/eia.r97 12 STRUCTURAL ENGINEERING 2124 Third Avenue - Suite Too - Seattle, WA g8121 p:2o6.443.62s2 ssfengineers.com 934 Broadway - Tacoma, WA 98402 p: 253-284-9470 ssfengineers.com Copyright 2018 Swenson Say Eag€t - All Rights Reserved DRAWN: RWG DESIGN: ABB CHECKED: ABB APPROVED: ABB REVISIONS: MIS Permit Review Feb. 05, 2019 JURISDICTIONAL APPROVAL STAMP: PROJE- CT TITLE. LAM'S MARKET 243 Minkler Boulevard Tukwila, WA 98188 MID ARCHITECT: JACKSON/MAIN 311 First Avenue South Seattle, WA 98104 PH 206 324 4800 ISSUE: SHEET - TITLE: Permit Framing Details IMO SCALE: 3/4" =1'-0" U.N.O. DATE: January 15, 2018 PROJECT NO: 10993-2018-04 SHEET NO: S4.2 (E) PRE -CAST PANEL - (E) PRE -CAST PANEL a .a 4 %4 Q 1/4"x10" W/ (2)5/e"0 EXP. BOLTS, 8" APART (embed 4") WELD PER 7/54.1 1/4 2- ROOF DECK PER PLAN WELD PER 7/S4.1 4 1/4 V BEAMS PER PLAN, TYP. C 1/4"x8"x8" CAP-- HSS COLUMN PER PLAN COLUMN AT SIM. " 44 a -BENT Q LEDGER ANGLE 1/4"x3"x3" W/ 5/6"0 EXP. BOLTS 0 48"oc MAX. (embed 4") Deck Ledger Btwn. Beams SKEWED BEAM CONN. PER 4/54.1 OR 7/S4.3 WF OR HSS BEAM PER PLAN 1/4" CAP e AT END OF BEAM GUTTER PER ARCH. 2x6 0 16"oc 1/2" PLYWOOD. BLOCK EDGES AND NAIL W/ 8d 0 6"oc EDGES, 12"oc FIELD 16d 0 4"oc STEEL BEAM PER PLAN 1/4 MC8x20 PERIMETER SIGN SUPPORT HSS 8x4x1/4 0 8'-0"oc MAX. HSS 10x4x1/4 per arch. I1 2x NAILER W/ 5/8"0 THREADED STUDS @ 32"oc #10 x 4" TIMBER SCREWS 8"oc 2x BLOCKING @ 24"oc FRAMING PER PLAN -(3)16d TO BLKG. EACH END 400T150-43 W/ DRIVE PINS w 16"oc STAGGERED 400S162-43 STUDS 0 24"oc W/ (4) SCREWS EACH END 1/2" PLYWOOD AT ALL EXTERIOR SURFACES e3/8x12x12W/ (4) 5/8"0 EXP. BOLTS 0 9" CENTERS (EMBED 4") (E) P.C. PANEL STEEL BEAM PER PLAN HSS 10x4x1/4 — e 1/4"x6" EACH SIDE W/ (2)5/e"0 THROUGH BOLTS 1 .tea HINE 1/4 1" typ. Plon 10 TRIM GL. BM. TO FIT IN JOIST DEPTH AS REQ'D. A34 EA. SIDE OF GL H1 EA. RAFTER FASCIA PER PLAN 2x4 SOFFIT ----J JOIST 0 24" oc. 1/2" PLYWOOD, BLOCK EDGES & NAIL W/ 8d 0 6" oc EDGES, 12" oc IN FIELD TOP FLANGE JOIST HANGER JOISTS PER PLAN FOR CALLOUTS IN COMMON SEE 3/S4.3 7 CONT. TOP RAIL HSS 6x2x3/16 189a TRACK W/ DRIVE PINS 0 16 oc STAGGERED INFILL STUD FRAMING BTWN. — HSS COLS. 6005162-43 0 16"oc EXTERIOR FINISH PER ARCH. WT4x7.5 x 6' W/ (2) 3/4"0 A325N BOLTS AT 3" GAGE 2x NAILER W/ 5/8"0 [THREADED STUDS 0 32"oc 4 3/4"0 TIE ROD F 1/2"x4"x6" W/ 3/4"0 PIN #21/2 CLEWS EA. END p� t&b6 L4x4x1/4 LEDGER ROOF DECK PER PLAN 3h6 STEEL BEAM PER PLAN (slope per arch.) e 1/4 x6"x6' EA. SIDE W/ (2)W0 THROUGH BOLTS PLATE & TIE ROD ASSEMBLY PER ABOVE 12" CHANNEL PER ARCH. HSS 3x3x1/4 AT BEAM LOCATIONS 4 gap C r 1/4 Outboard End BEAM PE R PER PLAN e 1/2"x6"x6" HSS 6x3x3/16 VERT. AT TIE ROD LOCATIONS HORIZ. BEAM BETWEEN el. per arch. COLUMNS PER PLAN STEEL COLUMN PER PLAN BEAM PER PLAN 2x6 0 16" oc. RAFTER PER PLAN GL. BM. PER PLAN 11 HIP BEAMS PER PLAN HSS KING POST PER PLAN 6 I a CAP a 1/4x4x4 3/8" KNIFE (2)3/4 0 TH typ. ROOF JOIST PER PLAN W/ (3) 16d SLANT TO HIP CODE CGsi;'LIANGE APPROVED TES W GH afft 2 5 2019 City of Tukwila BUILDING DIVISION 1/4x31/2 x 10" W/ (8) 1/4"0 x 21/2" SDS SCREWS 0 21/2" CENTERS T'ECr:1v'n CITY OF iuI:"11"I GL. BM PER PLAN APR 11 2019 STRUCTURAL ENGINEERING 2124 Third Avenue - Suite 10o - Seattle, WA 98121 p: 2o6.443.6212 ssfengineers.com 934 Broadway - Tacoma, WA 98402 p 253.284.947o ssfengineers.com IMP copyright 2018 Swenson Say Faget - Al Righls Reserved DRAWN: RWG DESIGN: ABB CHECKED: ABB APPROVED: ABB REVISIONS: e Permit Review Feb. 05, 2019 NNW JURISDICTIONAL APPROVAL STAMP: PROJECT TITLE: LAM'S MARKET 243 Minkler Boulevard Tukwila, WA 98188 ARCHITECT: JACKSON/MAIN 311 First Avenue South Seattle, WA 98104 PH 206 324 4800 ISSUE: Permit OMENS SHEET -ITLE: Framing Details III A SCALE: DATE: PERMIT CENTER 3/4„ = 1,_0„ U.N.O. January 15, 2018 PROJECT NO: 10993-2018-04 SHEET NO: S4.3 12 e REVIEWED This plan was reviewed lie general conlivmancu with the following. as amended hy Ibu jurisdiction: l$ Structural I'nrvisioos of the fnlernational (kidding Cady 0 Non -Structural Provisions of the International Building, Code 0 Others: The proied applicant is responsible for conformance with all alg,licahle code's. conditmos .,f approval. and permit requirenwnls subject to the Icipmdments and mterpictabwis of din govm,ing euglority. [his review does not relieve the Are hoed and Engineers Record of the responsibility for a compktc design in accordance with the laws of the governing jurisdiction and dw State of W,vshingtoo. Jurisdiction C VF. Tr..kc...'it .A By. <� •S\ en Aza, Date 2.) 7. / y`! REID MIDDI ITON. INC. Code Review Consult:nu CRITERIA General Structural Notes 1. ALL MATERIALS, WORKMANSHIP, DESIGN, AND CONSTRUCTION SHALL CONFORM TO THE DRAWINGS, SPECIFICATIONS, AND THE INTERNATIONAL BUILDING CODE (2015 EDITION) 2. THIS BUILDING HAS BEEN ANALYZED AND REINFORCED FOR NEW ALTERATIONS BY THE PRESCRIPTIVE COMPLIANCE METHOD IN ACCORDANCE WITH THE 2015 INTERNATIONAL EXISTING BUILDING CODE (IEBC). ALL NEW MATERIALS, WORKMANSHIP, DESIGN, AND CONSTRUCTION SHALL CONFORM TO THE DRAWINGS, SPECIFICATIONS AND THE 2015 INTERNATIONAL BUILDING CODE. THIS STRUCTURE WAS DESIGNED WITH SEISMIC STRENGTHENING IN 1998 BY KPFF AS PART OF STOREFRONT IMPROVEMENTS, HOWEVER IT MAY NOT CONFORM TO PRESENT EARTHQUAKE CODE REQUIREMENTS, BUT IS WITHIN THE CURRENT PRACTICE FOR THE RENOVATION OF EXISTING BUILDINGS OF THIS AGE AND TYPE OF CONSTRUCTION. 3. DESIGN LOADING CRITERIA: RETAIL FLOOR LIVE LOAD (STORES - RETAIL FIRST FLOOR) 100 PSF FLOOR CONCENTRATED LOAD (STORES) 1000 LBS ROOF ROOF LIVE LOAD 25 PSF MISCELLANEOUS LOADS MECHANICAL UNITS WEIGHTS FURNISHED BY MANUFACTURER DEFLECTION CRITERIA LIVE LOAD DEFLECTION TOTAL LOAD DEFLECTION ENVIRONMENTAL LOADS SNOW Ce=1.0, Is=1.0, Ct=1. 1, Pg=25 PSF, Pf=20 PSF WIND . . . . . . . GCpi=0.18, 110 MPH, RISK CATEGORY II, EXPOSURE "B" EARTHQUAKE . ANALYSIS PROCEDURE: EQUIVALENT LATERAL FORCE PROCEDURE EXISTING LATERAL SYSTEM: PRECAST CONCRETE PANELS SITE CLASS, Ss=1.45, Sds=.96, S1=.54, SD1=.54, Cs=0. 24 SDC D, Ie=1.0, R=4 SEE PLANS FOR ADDITIONAL LOADING CRITERIA L/360 L/240 4. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH ARCHITECTURAL DRAWINGS FOR BIDDING AND CONSTRUCTION. ARCHITECTURAL DRAWINGS ARE THE PRIME CONTRACT DRAWINGS. ANY DISCREPANCIES FOUND AMONG THE DRAWINGS, THE SPECIFICATION, THESE GENERAL NOTES AND THE SITE CONDITIONS SHALL BE REPORTED TO THE ARCHITECT, WHO SHALL CORRECT SUCH DISCREPANCY IN WRITING. ANY WORK DONE BY THE GENERAL CONTRACTOR AFTER DISCOVERY OF SUCH DISCREPANCY SHALL BE DONE AT THE GENERAL CONTRACTOR'S RISK. 5. PRIMARY STRUCTURAL ELEMENTS NOT DIMENSIONED ON THE STRUCTURAL PLANS AND DETAILS SHALL BE LOCATED BY THE ARCHITECTURAL PLANS AND DETAILS. VERTICAL DIMENSION CONTROL IS DEFINED BY THE ARCHITECTURAL WALL SECTIONS, BUILDING SECTION, AND PLANS. DETAILING AND SHOP DRAWING PRODUCTION FOR STRUCTURAL ELEMENTS WILL REQUIRE DIMENSIONAL INFORMATION CONTAINED IN BOTH ARCHITECTURAL AND STRUCTURAL DRAWINGS. 6. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND THE METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES REQUIRED TO PERFORM THE CONTRACTORS WORK. THE STRUCTURAL ENGINEER HAS NO OVERALL SUPERVISORY AUTHORITY OR ACTUAL AND/OR DIRECT RESPONSIBILITY FOR THE SPECIFIC WORKING CONDITIONS AT THE SITE AND/OR FOR ANY HAZARDS RESULTING FROM THE ACTIONS OF ANY TRADE CONTRACTOR. THE STRUCTURAL ENGINEER HAS NO DUTY TO INSPECT, SUPERVISE, NOTE, CORRECT, OR REPORT ANY HEALTH OR SAFETY DEFICIENCIES TO THE OWNER, CONTRACTORS, OR OTHER ENTITIES OR PERSONS AT THE PROJECT SITE. 7. CONTRACTOR SHALL PROVIDE TEMPORARY BRACING FOR THE STRUCTURE AND STRUCTURAL COMPONENTS UNTIL ALL FINAL CONNECTIONS HAVE BEEN COMPLETED IN ACCORDANCE WITH THE PLANS. CONFORM TO ASCE 37-14 "DESIGN LOADS ON STRUCTURES DURING CONSTRUCTION". 8. CONTRACTOR -INITIATED CHANGES SHALL BE SUBMITTED IN WRITING TO THE ARCHITECT AND STRUCTURAL ENGINEER FOR APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION. CHANGES SHOWN ON SHOP DRAWINGS ONLY WILL NOT SATISFY THIS REQUIREMENT. 9. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS ARE NOT SPECIFICALLY INDICATED BUT ARE OF SIMILAR CHARACTER TO DETAILS SHOWN, SIMILAR DETAILS OF CONSTRUCTION SHALL BE USED, SUBJECT TO REVIEW AND APPROVAL BY THE ARCHITECT AND THE STRUCTURAL ENGINEER. ALL TYPICAL NOTES AND DETAILS SHOWN ON DRAWINGS SHALL APPLY, UNLESS NOTED OTHERWISE. TYPICAL DETAILS MAY NOT NECESSARILY BE INDICATED ON THE PLANS BUT SHALL STILL APPLY AS SHOWN OR DESCRIBED IN THE DETAILS. WHERE TYPICAL DETAILS ARE NOTED ON THE PLANS, THE SPECIFIED TYPICAL DETAIL SHALL BE USED. WHERE NO TYPICAL DETAIL IS NOTED, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO CHOOSE THE APPROPRIATE TYPICAL DETAIL FROM THOSE PROVIDED OR REQUEST ADDITIONAL INFORMATION, THE CONTRACTOR SHALL SUBMIT ALL PROPOSED ALTERNATE TYPICAL DETAILS TO THOSE PROVIDED WITH RELATED CALCULATIONS TO THE ENGINEER FOR APPROVAL PRIOR TO SHOP DRAWING PRODUCTION AND FIELD USE. 10. ALL STRUCTURAL SYSTEMS, WHICH ARE TO BE COMPOSED OF COMPONENTS TO BE FIELD ERECTED, SHALL BE SUPERVISED BY THE SUPPLIER DURING MANUFACTURING, DELIVERY, HANDLING, STORAGE AND ERECTION IN ACCORDANCE WITH INSTRUCTIONS PREPARED BY THE SUPPLIER. 11. SHOP DRAWINGS FOR THE FOLLOWING ITEMS SHALL BE SUBMITTED TO THE ARCHITECT AND STRUCTURAL ENGINEER FOR REVIEW PRIOR TO FABRICATION OF THESE ITEMS. GLUED LAMINATED MEMBERS METAL DECKING LIGHT GAUGE STRUCTURAL FRAMING STRUCTURAL STEEL DECORATIVE CLOCK/SIGNAGE COMPONENTS CONTRACTOR SHALL COORDINATE ANY SHOPS REQUIRING BUILDING DEPARTMENT SUBMISSION. SEPARATE PERMIT R VIREO FOR: Mechanical Electrical Plumbing Gas Piping City of Tukwila BUILDING DIVISION REV'SI _.\ NC Cf dnCrs _' .;e • n..- •, i1P :cone at worn vnr•:;... .... -.64 tt:e 'uiwda Sudorti; n NOTE: Revisions wilt 'scale new Dian submittal and mat' monde add tor,al plan review THE FOLLOWING APPLY UNLESS SHOWN OTHERWISE ON THE DRAWINGS 12. SHOP DRAWING REVIEW: DIMENSIONS AND QUANTITIES ARE NOT REVIEWED BY THE ENGINEER OF RECORD, THEREFORE MUST BE VERIFIED BY THE CONTRACTOR. CONTRACTOR SHALL REVIEW AND STAMP DRAWINGS PRIOR TO REVIEW BY ENGINEER OF RECORD. CONTRACTOR SHALL REVIEW DRAWINGS FOR CONFORMANCE WITH THE MEANS, METHODS, TECHNIQUES, SEQUENCES AND OPERATIONS OF CONSTRUCTION, AND ALL SAFETY PRECAUTIONS AND PROGRAMS INCIDENTAL THERETO. SUBMITTALS SHALL INCLUDE A REPRODUCIBLE AND ONE COPY; REPRODUCIBLE WILL BE MARKED AND RETURNED WITHIN TWO WEEKS OF RECEIPT WITH A NOTATION INDICATING THAT THE SUBMITTAL HAS BEEN FOUND TO BE IN GENERAL CONFORMANCE WITH THE DESIGN OF THE BUILDING. THE SUBMITTED ITEMS SHALL NOT BE INSTALLED UNTIL THEY HAVE BEEN APPROVED BY THE BUILDING OFFICIAL. SHOP DRAWING SUBMITTALS PROCESSED BY THE ENGINEER ARE NOT CHANGE ORDERS. THE PURPOSE OF SHOP DRAWING SUBMITTALS BY THE CONTRACTOR IS TO DEMONSTRATE TO THE ENGINEER THAT THE CONTRACTOR UNDERSTANDS THE DESIGN CONCEPT, BY INDICATING WHICH MATERIAL IS INTENDED TO BE FURNISHED AND INSTALLED AND BY DETAILING THE INTENDED FABRICATION AND INSTALLATION METHODS. IF DEVIATIONS, DISCREPANCIES, OR CONFLICTS BETWEEN SHOP DRAWING SUBMITTALS AND THE CONTRACT DOCUMENTS ARE DISCOVERED EITHER PRIOR TO OR AFTER SHOP DRAWING SUBMITTALS ARE PROCESSED BY THE ENGINEER, THE DESIGN DRAWINGS AND SPECIFICATIONS SHALL CONTROL AND SHALL BE FOLLOWED. QUALITY ASSURANCE 13. SPECIAL INSPECTION SHALL BE PROVIDED IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS AND SECTIONS 110 AND 1705 OF THE INTERNATIONAL BUILDING CODE BY A QUALIFIED TESTING AGENCY DESIGNATED BY THE ARCHITECT, AND RETAINED BY THE BUILDING OWNER. THE ARCHITECT, STRUCTURAL ENGINEER, AND BUILDING DEPARTMENT SHALL BE FURNISHED WITH COPIES OF ALL INSPECTION AND TEST RESULTS. SPECIAL INSPECTION OF THE FOLLOWING TYPES OF CONSTRUCTION IS REQUIRED UNLESS NOTED OTHERWISE. STRUCTURAL STEEL FABRICATION AND ERECTION COLD FORMED STEEL DECK CONSTRUCTION CONCRETE CONSTRUCTION SOIL CONDITIONS, FILL PLACEMENT, AND DENSITY EXPANSION BOLTS AND THREADED CONCRETE ANCHORS EPDXY GROUTED INSTALLATIONS PER PER PER PER PER PER AISC 360 ANSI/SDI QA/QC-2011 TABLE 1705.3 TABLE 1705.6 MANUFACTURER MANUFACTURER PERIODIC INSPECTION: INSPECTION SHALL BE PERFORMED AT INTERVALS NECESSARY TO CONFIRM THAT WORK REQUIRING SPECIAL INSPECTION IS IN COMPLIANCE WITH REQUIREMENTS. CONTINUOUS INSPECTION: INSPECTOR SHALL BE ONSITE AND OBSERVE THE WORK REQUIRING INSPECTION AT ALL TIMES THAT WORK IS PERFORMED. 14. UNLESS OTHERWISE NOTED, THE FOLLOWING ELEMENTS COMPRISE THE SEISMIC -FORCE -DESISTING SYSTEM AND ARE SUBJECT TO SPECIAL INSPECTION FOR SEISMIC RESISTANCE IN ACCORDANCE WITH SECTION 1705.12 OF THE INTERNATIONAL BUILDING CODE. A. STRUCTURAL STEEL MOMENT FRAMES REQUIRE CONTINUOUS INSPECTION FOR WELDING PER AISC 341 EXCEPT SINGLE PASS FILLET WELDS NOT EXCEEDING 5/16-INCH. B. STRUCTURAL WOOD SHEAR WALL SYSTEMS REQUIRE PERIODIC INSPECTION FOR FIELD GLUING, NAILING, BOLTING, ANCHORING AND OTHER FASTENING OF COMPONENTS WITHIN THE SEISMIC FORCE, RESISTING SYSTEM INCLUDING SHEAR WALLS, DIAPHRAGMS, DRAG STRUTS, BRACES AND HOLDOWNS. GEOTECHNICAL 15. FOUNDATION NOTES: SUBGRADE PREPARATION INCLUDING DRAINAGE, EXCAVATION, COMPACTION, AND FILLING REQUIREMENTS, SHALL CONFORM STRICTLY WITH RECOMMENDATIONS GIVEN IN THE SOILS REPORT OR AS DIRECTED BY THE SOILS ENGINEER. FOOTINGS SHALL BEAR ON SOLID UNDISTURBED EARTH OR COMPACTED STRUCTURAL FILL AT LEAST 18" BELOW LOWEST ADJACENT FINISHED GRADE. FOOTING DEPTHS/ELEVATIONS SHOWN ON PLANS (OR IN DETAILS) ARE MINIMUM AND FOR GUIDANCE ONLY; THE ACTUAL ELEVATIONS OF FOOTINGS MUST BE ESTABLISHED BY THE CONTRACTOR IN THE FIELD WORKING WITH THE TESTING LAB AND SOILS ENGINEER. BACKFILL BEHIND ALL RETAINING WALLS WITH FREE DRAINING GRANULAR FILL AND PROVIDE FOR SUBSURFACE DRAINAGE AS NOTED IN THE SOILS REPORT. ALLOWABLE SOIL PRESSURE (NATIVE SOILS / STRUCTURAL FILL). . . 2500/2000 PSF SOILS REPORT REFERENCE: #4368-022-05 DATED 6-28-76 BY DAMES AND MOORE RENOVATION 16. DEMOLITION: CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS BEFORE COMMENCING ANY DEMOLITION. SHORING SHALL BE INSTALLED TO SUPPORT EXISTING CONSTRUCTION AS REQUIRED AND IN A MANNER SUITABLE TO THE WORK SEQUENCES. DEMOLITION DEBRIS SHALL NOT BE ALLOWED TO DAMAGE OR OVERLOAD THE EXISTING STRUCTURE. LIMIT CONSTRUCTION LOADING (INCLUDING DEMOLITION DEBRIS) ON EXISTING FLOOR SYSTEMS TO 100 PSF. 17. CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS, MEMBER SIZES, AND CONDITIONS PRIOR TO COMMENCING ANY WORK. ALL DIMENSIONS OF EXISTING CONSTRUCTION SHOWN ON THE DRAWINGS ARE INTENDED AS GUIDELINES ONLY AND MUST BE VERIFIED. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT AND STRUCTURAL ENGINEER IF EXISTING CONDITIONS DETERMINED DURING WORK VARY FROM THE EXISTING CONSTRUCTION SHOWN ON THE DRAWINGS. 18. EXISTING REINFORCING SHALL BE SAVED WHERE AND AS NOTED ON THE PLANS. SAW CUTTING, IF AND WHERE USED, SHALL NOT CUT EXISTING REINFORCING THAT IS TO BE SAVED. A. ALL NEW OPENINGS THROUGH EXISTING WALLS, SLABS AND BEAMS SHALL BE ACCOMPLISHED BY SAW CUTTING WHEREVER POSSIBLE. CORNERS SHALL NOT BE OVERCUT. B. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND LOCATION OF MEMBERS PRIOR TO CUTTING ANY OPENINGS. C. SMALL ROUND OPENINGS SHALL BE ACCOMPLISHED BY CORE DRILLING. D. WHERE NEW REINFORCING TERMINATES AT EXISTING CONCRETE, DRILL AND EPDXY DOWELS MATCHING THE NEW REINFORCING INTO THE EXISTING CONCRETE WITH 6" EMBED, UNLESS OTHERWISE NOTED ON PLANS. CONCRETE 19. CONCRETE SHALL BE MIXED, PROPORTIONED, CONVEYED AND PLACED IN ACCORDANCE WITH ACI 301, INCLUDING TESTING PROCEDURES. CONCRETE SHALL ATTAIN A 28-DAY STRENGTH OF f' c = 3,000 PSI AND MIX SHALL CONTAIN NOT LESS THAN 5-1/2 SACKS OF CEMENT PER CUBIC YARD AND SHALL BE PROPORTIONED TO PRODUCE A SLUMP OF 5" OR LESS. REQUIRED CONCRETE STRENGTH IS BASED ON THE DURABILITY REQUIREMENTS OF SECTION 1904 OF THE IBC. DESIGN STRENGTH 15 f'c=2,500 PSI. 20. ALL CONCRETE WITH SURFACES EXPOSED TO WEATHER OR STANDING WATER SHALL BE AIR -ENTRAINED WITH AN AIR -ENTRAINING AGENT CONFORMING TO ASTM C260, C494, AND C618. TOTAL AIR CONTENT FOR FROST -RESISTANT CONCRETE SHALL BE IN ACCORDANCE WITH ACI 318-14, TABLE 19.3.2.1 MODERATE EXPOSURE, Fl. 21. REINFORCING STEEL SHALL CONFORM TO ASTM A615 (INCLUDING SUPPLEMENT S1), GRADE 60, FY = 60,000 PSI. EXCEPTIONS: ANY BARS SPECIFICALLY SO NOTED ON THE DRAWINGS SHALL BE GRADE 40, FY = 40,000 PSI. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185. 22. DETAILING OF REINFORCING STEEL (INCLUDING HOOKS AND BENDS) SHALL BE IN ACCORDANCE WITH ACI 315-99 AND 318-14. LAP ALL CONTINUOUS REINFORCEMENT #5 AND SMALLER 40 BAR DIAMETERS OR 2'-0" MINIMUM. PROVIDE CORNER BARS AT ALL WALL AND FOOTING INTERSECTIONS. LAP CORNER BARS #5 AND SMALLER 40 BAR DIAMETERS OR 2'-O" MINIMUM. LAPS OF LARGER BARS SHALL BE MADE IN ACCORDANCE WITH ACI 318-14, CLASS B. LAP ADJACENT MATS OF WELDED WIRE FABRIC A MINIMUM OF 8" AT SIDES AND ENDS. NO BARS PARTIALLY EMBEDDED IN HARDENED CONCRETE SHALL BE FIELD BENT UNLESS SPECIFICALLY SO DETAILED OR APPROVED BY THE STRUCTURAL ENGINEER. 23. CONCRETE PROTECTION (COVER) FOR REINFORCING STEEL SHALL BE AS FOLLOWS: FOOTINGS AND OTHER UNFORMED SURFACES CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH 3" FORMED SURFACES EXPOSED TO EARTH OR WEATHER (#6 BARS OR LARGER) . . . 2" FORMED SURFACES EXPOSED TO EARTH OR WEATHER (#5 BARS OR SMALLER). . 1-1/2" COLUMN TIES OR SPIRALS AND BEAM STIRRUPS 1-1/2" SLABS AND WALLS (INT. FACE). . . GREATER OF BAR DIAMETER PLUS 1/8" OR 3/4" 24. CONCRETE WALL REINFORCING -PROVIDE THE FOLLOWING UNLESS DETAILED OTHERWISE: 6" WALLS AND 8" WALLS #4 @ 12 HORIZ. #4 @ 12 VERTICAL 1 CURTAIN 25. CAST -IN -PLACE CONCRETE: SEE ARCHITECTURAL DRAWINGS FOR EXACT LOCATIONS AND DIMENSIONS OF DOOR AND WINDOW OPENINGS IN ALL CONCRETE WALLS. SEE MECHANICAL DRAWINGS FOR SIZE AND LOCATION OF MISCELLANEOUS MECHANICAL OPENINGS THROUGH CONCRETE WALLS. SEE ARCHITECTURAL DRAWINGS FOR ALL GROOVES, NOTCHES, CHAMFERS, FEATURE STRIPS, COLOR, TEXTURE, AND OTHER FINISH DETAILS AT ALL EXPOSED CONCRETE SURFACES, BOTH CAST -IN -PLACE AND PRECAST. 26. NON -SHRINK GROUT SHALL BE FURNISHED BY AN APPROVED MANUFACTURER AND SHALL BE MIXED AND PLACED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S PUBLISHED RECOMMENDATIONS. GROUT STRENGTH SHALL BE AT LEAST EQUAL TO THE MATERIAL ON WHICH IT IS PLACED (3000 PSI MINIMUM). ANCHORAGE 27. EXPANSION BOLTS INTO CONCRETE SHALL BE "STRONG -BOLT 2" WEDGE ANCHORS AS MANUFACTURED BY THE SIMPSON STRONG TIE COMPANY AND INSTALLED IN STRICT CONFORMANCE TO ICC-ES REPORT NUMBER ESR-3037, INCLUDING MINIMUM EMBEDMENT REQUIREMENTS. BOLTS INTO CONCRETE MASONRY OR BRICK MASONRY UNITS SHALL BE INTO FULLY GROUTED CELLS. PERIODIC SPECIAL INSPECTION IS REQUIRED TO VERIFY ANCHOR TYPE, ANCHOR DIMENSIONS, ANCHOR LOCATION, TIGHTENING TORQUE, HOLE DIMENSIONS, ANCHOR EMBEDMENT, AND ADHERENCE TO THE INSTALLATION INSTRUCTIONS. 28. EPDXY -GROUTED ITEMS (THREADED RODS OR REINFORCING BAR) SPECIFIED ON THE DRAWINGS SHALL BE INSTALLED USING "SET-XP" HIGH STRENGTH EPDXY AS MANUFACTURED BY THE SIMPSON STRONG, TIE COMPANY. INSTALL IN STRICT ACCORDANCE WITH ICC-ES REPORT NO. ESR-2508. MINIMUM BASE MATERIAL TEMPERATURE IS 50 DEGREES, F. RODS SHALL BE ASTM A-36 UNLESS OTHERWISE NOTED. PERIODIC SPECIAL INSPECTION OF INSTALLATION IS REQUIRED TO VERIFY ANCHOR OR EMBEDDED BAR TYPE AND DIMENSIONS, LOCATION, ADHESIVE IDENTIFICATION AND EXPIRATION, HOLE DIMENSIONS, HOLE CLEANING PROCEDURE, ANCHOR EMBEDMENT, AND ADHERENCE TO THE INSTALLATION INSTRUCTIONS. CONTINUOUS SPECIAL INSPECTION IS REQUIRED FOR HORIZONTAL AND OVERHEAD INSTALLATIONS. 29. CONCRETE SCREW ANCHORS INTO CONCRETE AND CONCRETE MASONRY UNITS SHALL BE "TITEN HD" HEAVY DUTY SCREW ANCHOR AS MANUFACTURED BY THE SIMPSON STRONG -TIE COMPANY, INSTALLED IN STRICT ACCORDANCE WITH ICC-ES REPORT NO. ESR-2713 (CONCRETE), NO. ESR-1056 (CMU), INCLUDING MINIMUM EMBEDMENT REQUIREMENTS. SCREW ANCHORS INTO CONCRETE MASONRY UNITS SHALL BE INTO FULLY GROUTED CELLS. SPECIAL INSPECTION IS REQUIRED. 30. DRIVE PINS AND OTHER POWDER -ACTUATED FASTENERS SHALL BE LOW VELOCITY TYPE (SERIES X-U, 0.157" DIAMETER (STEEL), UNLESS OTHERWISE NOTED) AS MANUFACTURED BY THE HILTI CORP. OR AN APPROVED EQUIVALENT IN STRENGTH AND EMBEDMENT. INSTALL IN STRICT ACCORDANCE WITH ICC-ES REPORT Na ESR-2269. MINIMUM EMBEDMENT IN CONCRETE SHALL BE 1" UNLESS OTHERWISE NOTED. MAINTAIN AT LEAST 3" TO NEAREST CONCRETE EDGE. I- a L- Pertmt No. Ian re, omissions rr our amnan_„ Ely "MOTES CO TINUE ON Si .2 Cal?' TWA-clitt REVIE D FOR CODE C MPLIANCE APPROVED (IPR P. 2019 KK IleuCity ofTu BUILDINa. D b I 8 • 0 1 I9 STRUCTURAL ENGINEERING 2124 Third Avenue - Suite no - Seattle, WA 98121 p: 2o6.443.6212 ssfengineers.com 934 Broadway - Tacoma, WA g84o2 P:253.284.947o ssfengineers.com VIM Copyright 2018 Swenson Say Fag& - All Rights Reserved 11 DRAWN: DESIGN: RWG ABB CHECKED: ABB APPROVED: ABB III REVISIONS: Permit Review Feb. 05, 2019 JURISDICTIONAL APPROVAL STAMP: WIMP FEB 25 2019 PROJECT TITLE: LAM'S MARKET 243 Minkler Boulevard A 98188 N/MAIN 311 First Avenue South Seattle, WA 98104 PH 206 324 4800 r_ ISSUE: Permit SHEET TITLE: General Structural Notes 1111=11 SCALE: DATE: January 15, 2018 PROJECT NO: 10993-2018-04 SHEET NO: General Structural Notes STEEL 31. STRUCTURAL STEEL DESIGN, FABRICATION, AND ERECTION SHALL BE BASED ON: A. AISC 360 AND SECTION 2205.2 OF THE INTERNATIONAL BUILDING CODE. B. APRIL 14, 2010 AISC CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES AMENDED AS FOLLOWS: AS NOTED IN THE CONTRACT DOCUMENTS, BY THE DELETION OF PARAGRAPH 4.4.1, AND REVISE REFERENCE FROM "STRUCTURAL DESIGN DRAWINGS" TO "CONTRACT DOCUMENTS" IN PARAGRAPH 3.1. C. SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS. 32. STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING REQUIREMENTS: TYPE OF MEMBER ASTM SPECIFICATION A. WIDE FLANGE SHAPES B. OTHER SHAPES, PLATES, AND RODS C. OTHER SHAPES AND PLATES (NOTED GRADE 50 ON PLANS) D. PIPE COLUMNS E. STRUCTURAL TUBING - SQUARE OR RECTANGULAR - ROUND - ANY SHAPE F. CONNECTION BOLTS (3/4" ROUND, UNLESS SHOWN OTHERWISE) A992 A36 A572 (GRADE 50) A53 (E OR S, GR. B) A500 (GR. B) ASTM A1085 A325-N FY 50 KSI 36 KSI 50 KSI 35 KSI 46 KSI 42 KSI 50 KSI 33. ARCHITECTURALLY EXPOSED STRUCTURAL STEEL SHALL CONFORM TO SECTION 10 OF THE AISC CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES. 34. ALL STEEL EXPOSED TO THE WEATHER OR IN CONTACT WITH GROUND SHALL BE CORROSION PROTECTED BY GALVANIZATION OR PROVIDED WITH EXTERIOR PAINT SYSTEM, UNLESS OTHERWISE NOTED. 35. SHOP PRIME ALL STEEL EXCEPT: A. B. C. D. E. F. G. STEEL ENCASED IN CONCRETE. SURFACES TO BE WELDED. CONTACT SURFACES AT HIGH -STRENGTH BOLTS. MEMBERS TO BE GALVANIZED. MEMBERS WHICH WILL BE CONCEALED BY INTERIOR FINISHES. SURFACES TO RECEIVE SPRAYED FIREPROOFING. SURFACES TO RECEIVE OTHER SPECIAL SHOP PRIMERS. 36. ALL A-325N CONNECTION BOLTS NEED ONLY BE TIGHTENED TO A SNUG TIGHT CONDITION, DEFINED AS THE TIGHTNESS THAT EXISTS WHEN ALL PLIES IN A JOINT ARE IN FIRM CONTACT. THIS MAY BE ATTAINED BY A FEW IMPACTS OF AN IMPACT WRENCH OR THE FULL EFFORT OF AN IRONWORKER USING AN ORDINARY SPUD WRENCH. 37. ALL ANCHORS EMBEDDED IN CONCRETE SHALL BE A307 HEADED BOLTS OR A36 THREADED ROD WITH AN ASTM 563 HEAVY HEX NUT TACK WELDED ON THE EMBEDDED END. 38. ALL WELDING SHALL BE IN CONFORMANCE WITH AISC AND AWS STANDARDS AND SHALL BE PERFORMED BY WABO CERTIFIED WELDERS USING E70XX ELECTRODES. ONLY PREQUALIFIED WELDS (AS DEFINED BY AWS) SHALL BE USED. ALL COMPLETE JOINT PENETRATION GROOVE WELDS SHALL BE MADE WITH A FILLER MATERIAL THAT HAS A MINIMUM CVN TOUGHNESS OF 20 FT-LBS AT -20 DEGREES F AND 40 FT - LBS AT 70 DEGREES F, AS DETERMINED BY AWS CLASSIFICATION OR MANUFACTURER CERTIFICATION. 39. METAL FLOOR AND ROOF DECKING SHALL BE IN ACCORDANCE TO THE FOLLOWING: PROVIDE SIZE, TYPE, GAUGE, AND ATTACHMENT TO THE SUPPORTING STRUCTURE AS SHOWN ON THE PLANS. ARC SEAM AND SPOT (PUDDLE) WELDS FOR FIELD ASSEMBLY OF METAL DECK SHALL BE MADE WITH MINIMUM E60XX ELECTRODES. DECK ALTERNATES MUST BE CONNECTED ACCORDING TO PUBLISHED ICC-ES CRITERIA FOR DIAPHRAGM SHEARS SHOWN. PROVIDE TEMPORARY SHORING WHERE REQUIRED PER MANUFACTURER'S PUBLISHED CRITERIA. 40. COLD -FORMED STEEL FRAMING NOTES --THE FOLLOWING APPLY UNLESS OTHERWISE SHOWN ON THE PLANS: A. COLD FORMED STEEL DESIGN, FABRICATION, AND ERECTION SHALL BE BASED ON AISI S100-12, "NORTH AMERICAN SPECIFICATION FOR THE DESIGN OF COLD -FORMED STEEL STRUCTURAL MEMBERS," AND ON THE 2012 NORTH AMERICAN STANDARDS FOR COLD FORMED STEEL FRAMING, INCLUSIVE. B. THE CONTRACTOR SHALL PROVIDE A QUALITY CONTROL PROGRAM OVER ALL FABRICATION AND ERECTION ACTIVITY THROUGH THE USE OF AN INDEPENDENT TESTING AGENCY AND/OR A QUALIFIED REPRESENTATIVE OF THE STEEL MANUFACTURER. THE CONTRACTOR SHALL OBTAIN MILL CERTIFICATION FROM THE GAUGE STEEL MANUFACTURER OR SHALL SUBMIT TENSILE TESTS AND GALVANIZATION TESTS TO THE ENGINEER OF RECORD TO VERIFY THE ADEQUACY OF THE GAUGE MATERIALS. C. COLD -FORMED STEEL FRAMING MEMBERS INDICATED ON PLAN SHALL BE IN ACCORDANCE WITH THE "2015 IBC-SSMA PRODUCT TECHNICAL GUIDE" PUBLISHED BY THE STEEL STUD MANUFACTURERS ASSOCIATION, AND SHALL COMPLY WITH ICC-ES REPORT ESR-3064P. DESIGNATION: 600 S 200 - 54 DEPTH MEMBER FLANGE MATERIAL STYLE WIDTH THICKNESS(MILS) D. MATERIAL: METAL FRAMING SHALL BE GALVANIZED UNLESS OTHERWISE NOTED, CONFORMING AS FOLLOWS: ASTM A653, GRADE 50 FY = 50 KSI 12, 14, AND 16 GAUGE ASTM A653, GRADE 33 FY = 33 KSI 18 AND 20 GAUGE WHERE NOTED, PAINTED STUDS SHALL CONFORM T0: ASTM A570, GRADE E, FY=KSI. ALL 8 AND 10 GAGE MATERIAL SHALL CONFORM TO: ASTM A36, FY=36 KSI E. THE DESIGN OF INTERIOR COLD FORMED STEEL NON -BEARING WALLS, SOFFITS, CEILINGS AND OTHER MISCELLANEOUS FRAMING AND CONNECTIONS TO STRUCTURE SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND SHALL CONFORM TO THE REQUIREMENTS OF THE ARCHITECTURAL DRAWINGS. DESIGN AND DETAILING SHALL BE UNDER THE DIRECTION OF A PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF WASHINGTON AND STAMPED DRAWINGS AND CALCULATIONS SHALL BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO CONSTRUCTION. THE FOLLOWING APPLY UNLESS SHOWN OTHERWISE ON THE DRAWINGS F. ACCESSORIES SHALL BE OF THE TYPE, SIZE, AND SPACING SHOWN ON THE DRAWINGS OF A MINIMUM 16 GAUGE MATERIAL UNLESS OTHERWISE SPECIFIED. FASTENING OF COMPONENTS SHALL BE BY WELDING OR SCREWING OR BY OTHER MEANS OF FASTENING AS INDICATED ON THE DRAWINGS. PROVIDE MISCELLANEOUS CLIP ANGLES, LEDGERS, AND ACCESSORIES OF A MINIMUM 16 GAUGE OR THE THICKNESS OF THE MATERIAL BEING FASTENED, WHICHEVER IS GREATER, FOR CONNECTIONS AND BEARING CONDITIONS NOT OTHERWISE NOTED IN THE DRAWINGS. WELDS SHALL BE OF SUFFICIENT SIZE TO INSURE THE STRENGTH OF THE CONNECTION: WIRE TYING OF COMPONENTS SHALL NOT BE PERMITTED. ALL WELDS SHALL BE TOUCHED UP WITH A ZINC -RICH PAINT. G. SCREWS: ALL SCREWS (REFERRED TO AS TEK) SHALL BE SELF -TAPPING SELF -DRILLING FASTENERS THAT ARE ZINC COATED AS MANUFACTURED BY HILTI KWIK-FLEX (ICC-ES ESR-2196), OR APPROVED EQUAL. THE MINIMUM SCREW SIZE/TYPE/POINT SHALL BE #8-18 (#2 POINT) OR #10-16 (#2 POINT) FOR USE IN 20 GAUGE THROUGH 16 GAUGE, AND #10-16 (#3 POINT) OR #12-14 (12 OR #3 POINT) FOR HEAVIER THAN 16 GAUGE UNLESS NOTED OTHERWISE. SCREWS FOR SHEATHING CONNECTIONS SHALL BE OF THE PROPER SIZE AND TYPE FOR A POSITIVE SHEATHING -TO -METAL CONNECTION. ALL SCREW CONNECTIONS SHALL BE MADE FROM THE LIGHTER MATERIAL INTO THE HEAVIER MATERIAL UNLESS NOTED OTHERWISE. SCREWS SHALL HAVE A MINIMUM PROJECTION OF 3 THREADS THROUGH THE LAST MATERIAL JOINED AND SHALL HAVE MINIMUM EDGE DISTANCES AND CENTER -TO -CENTER SPACING OF 1-1/2 AND 3 SCREW DIAMETERS, RESPECTIVELY. ALL SCREWS SHALL CONFORM TO SAE J78 AND SHALL BE COATED WITH A CORROSIVE -RESISTANT COATING. THE SCREW MANUFACTURER SHALL PROVIDE VERIFICATION OF THE FASTENERS RESISTANCE TO HYDROGEN EMBRITTLEMENT, UPON REQUEST. H. WELDING OF COLD -FORMED METAL FRAMING SHALL CONFORM TO AWS DI.3 AND SHALL BE PERFORMED BY WABO CERTIFIED WELDERS QUALIFIED TO PRODUCE THE SPECIFIED CLASSES OF WELD. 1. WALL FRAMING: REFER ARCHITECTURAL DRAWINGS FOR ALL STUD WALLS NOT SHOWN. EXTERIOR WALL STUDS SHALL BE MINIMUM 20 GAUGE (33 MILS) SPACED AT 16" 0.C. UNLESS INDICATED OTHERWISE. TWO STUDS MINIMUM SHALL BE PROVIDED AT THE END OF ALL WALLS AND AT EACH SIDE OF ALL OPENINGS, TWO 8005162-54 HEADERS SHALL BE PROVIDED OVER ALL OPENINGS NOT OTHERWISE NOTED. SOLID BLOCKING FOR MULTI -STUD OR STEEL COLUMNS SHALL BE PROVIDED THROUGH FLOORS TO SUPPORTS BELOW. PROVIDE CONTINUOUS FULL WIDTH BLOCKING AT MID -HEIGHT OF ALL STUD WALLS OVER 10' IN HEIGHT. J. ALL STUD WALLS SHALL HAVE THEIR BOTTOM TRACKS ATTACHED TO FRAMING BELOW WITH #8 SCREWS AT 24" 0. C. OR ATTACHED TO CONCRETE WITH 0. 145" DIAMETER DRIVE -PINS @ 24" 0.C. UNLESS INDICATED OTHERWISE. INDIVIDUAL MEMBERS OF BUILT-UP POSTS SHALL BE WELDED TO EACH OTHER IN ACCORDANCE WITH THE DETAILS. REFER TO THE PLANS AND SHEAR WALL SCHEDULE FOR REQUIRED SHEATHING AND STRAP BRACING. WHEN NOT OTHERWISE NOTED, PROVIDE GYPSUM WALLBOARD ON INTERIOR SURFACES AND GYPSUM SHEATHING ON EXTERIOR SURFACES SCREWED TO ALL STUDS, TOP AND BOTTOM TRACKS AND BLOCKING WITH SCREWS AT 12" 0.C. TRACK SECTIONS SHALL MATCH THE WALL STUD GAUGE, BE UN -PUNCHED AND HAVE AT LEAST 1-1/4" FLANGES. K. BRIDGING AND BRACING IS TO BE INSTALLED AT ALL COLD FORMED STEEL BEARING WALLS. BRIDGING AND BRACING SHALL BE INSTALLED AS SHOWN ON THE STRUCTURAL PLANS, OR THE CONTRACTOR SHALL EMPLOY A PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF WASHINGTON TO DESIGN AN ALTERNATE BRACING SYSTEM. IF AN ALTERNATE BRACING SYSTEM IS USED, THE CONTRACTOR SHALL SUBMIT STAMPED DRAWINGS AND CALCULATIONS TO THE ENGINEER OF RECORD, WHICH DEMONSTRATES THAT THE BRACING SYSTEM WAS DESIGNED TO PROVIDE PERMANENT WEAK AXIS BRACING OF THE STUDS UNDER CODE PRESCRIBED LOADS. DOCUMENTATION SHALL BE SUBMITTED FOR REVIEW PRIOR TO CONSTRUCTION. 41. HEADED STUDS FOR COMPOSITE CONNECTION OF STRUCTURAL STEEL TO CAST -IN -PLACE CONCRETE SHALL BE MANUFACTURED FROM MATERIAL CONFORMING TO ASTM A-29, AND A-108 AND SHALL BE WELDED IN CONFORMANCE WITH A. W. S. 01. 1. WOOD 42. FRAMING LUMBER SHALL BE S-DRY, KD, OR MC-19, AND GRADED AND MARKED IN CONFORMANCE WITH WCLIB STANDARD "GRADING RULES FOR WEST COAST LUMBER NO. 17", OR WWPA STANDARD, "WESTERN LUMBER GRADING RULES 2011'. FURNISH TO THE FOLLOWING MINIMUM STANDARDS: JOISTS (2X & 3X MEMBERS) HEM -FIR NO. 2 AND BEAMS MINIMUM BASE VALUE, Fb = 850 PSI (4X MEMBERS) BEAMS (INCL. 6X AND LARGER) POSTS (4X MEMBERS) (6X AND LARGER) STUDS, PLATES & MISC. FRAMING: DOUGLAS FIR -LARCH NO. 1 MINIMUM BASE VALUE, Fb = 1000 PSI DOUGLAS FIR -LARCH NO. 1 MINIMUM BASE VALUE, Fb = 1350 PSI DOUGLAS FIR -LARCH NO. 2 MINIMUM BASE VALUE, Fc = 1350 PSI DOUGLAS FIR -LARCH NO. 1 MINIMUM BASE VALUE, Fc = 1000 PSI DOUGLAS-FIR-LARCH OR HEM -FIR NO. 2 43. GLUED LAMINATED MEMBERS SHALL BE FABRICATED IN CONFORMANCE WITH ASTM AND ANSI/AITC STANDARDS. EACH MEMBER SHALL BEAR AN AITC OR APA-EWS IDENTIFICATION MARK AND SHALL BE ACCOMPANIED BY AN AITC OR APA-EWS CERTIFICATE OF CONFORMANCE. ALL SIMPLE SPAN BEAMS SHALL BE DOUGLAS FIR COMBINATION 24F-V4, Fb = 2,400 PSI, Fv =265 PSI. ALL CANTILEVERED BEAMS SHALL BE DOUGLAS FIR COMBINATION 24F-V8, Fb = 2400 PSI, Fv = 265 PSI. CAMBER ALL SIMPLE SPAN GLULAM BEAMS, WITH SPANS OVER 30', TO 3,500' RADIUS, UNLESS SHOWN OTHERWISE ON THE PLANS. 44. PLYWOOD SHEATHING SHALL BE GRADE C-0, EXTERIOR GLUE OR STRUCTURAL II, EXTERIOR GLUE IN CONFORMANCE WITH DOC PS 1 OR PS 2. ORIENTED STRAND BOARD OF EQUIVALENT THICKNESS, EXPOSURE RATING AND PANEL INDEX MAY BE USED IN LIEU OF PLYWOOD. ROOF SHEATHING SHALL BE 1/2" (NOMINAL) WITH SPAN RATING 32/16. FLOOR SHEATHING SHALL BE 3/4" (NOMINAL) WITH SPAN RATING 48/24. WALL SHEATHING SHALL BE 1/2" (NOMINAL) WITH SPAN RATING 24/0. PROVIDE APPROVED PLYWOOD EDGE CLIPS CENTERED BETWEEN JOISTS/TRUSSES AT UNBLOCKED ROOF SHEATHING EDGES. ALL FLOOR SHEATHING EDGES SHALL HAVE APPROVED T&G JOINTS OR SHALL BE SUPPORTED WITH SOLID BLOCKING. ALLOW 1/8" SPACING AT ALL PANEL EDGES AND ENDS OF FLOOR AND ROOF SHEATHING. REFER TO WOOD FRAMING NOTES BELOW FOR TYPICAL NAILING REQUIREMENTS. 45. TIMBER CONNECTORS CALLED OUT BY LETTERS AND NUMBERS SHALL BE "STRONG -TIE" BY SIMPSON COMPANY, AS SPECIFIED IN THEIR CATALOG NUMBER C-C-2017. EQUIVALENT DEVICES BY OTHER MANUFACTURERS MAY BE SUBSTITUTED, PROVIDED THEY HAVE ICC-ES APPROVAL FOR EQUAL OR GREATER LOAD CAPACITIES. PROVIDE NUMBER AND SIZE OF FASTENERS AS SPECIFIED BY MANUFACTURER FOR MAXIMUM LOAD CARRYING CAPACITY. CONNECTORS SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. ALL 2X JOISTS SHALL BE CONNECTED TO FLUSH BEAMS WITH "LUS" SERIES JOIST HANGERS. ALL TJI JOISTS SHALL BE CONNECTED TO FLUSH BEAMS WITH "ITS" SERIES JOIST HANGERS. ALL DOUBLE -JOIST BEAMS SHALL BE CONNECTED TO FLUSH BEAMS WITH "MIT" SERIES JOIST HANGERS. WHERE CONNECTOR STRAPS CONNECT TWO MEMBERS, PLACE ONE-HALF OF THE NAILS OR BOLTS IN EACH MEMBER. ALL SHIMS SHALL BE SEASONED AND DRIED AND THE SAME GRADE (MINIMUM)AS MEMBERS CONNECTED. 46. WOOD FASTENERS A. NAIL SIZES SPECIFIED ON DRAWINGS ARE BASED ON THE FOLLOWING SPECIFICATIONS: SIZE 6d 8d l0d 12d 16d BOX LENGTH 2" 2-1/2" 3' 3-1/4" 3-1/2" DIAMETER 0. 113" 0. 131" 0. 148" 0. 148" 0. 135" IF CONTRACTOR PROPOSES THE USE OF ALTERNATE NAILS, THEY SHALL SUBMIT NAIL SPECIFICATIONS TO THE STRUCTURAL ENGINEER (PRIOR TO CONSTRUCTION) FOR REVIEW AND APPROVAL. NAILS - PLYWOOD (APA RATED SHEATHING) FASTENERS TO FRAMING SHALL BE DRIVEN FLUSH TO FACE OF SHEATHING WITH NO COUNTERSINKING PERMITTED. TOE -NAILS SHALL BE DRIVEN AT AN ANGLE OF 30 DEGREES WITH THE MEMBER AND STARTED 1/3 THE LENGTH OF THE NAIL FROM THE MEMBER END, B. ALL BOLTS IN WOOD MEMBERS SHALL CONFORM TO ASTM A307. PROVIDE WASHERS UNDER THE HEADS AND NUTS OF ALL BOLTS AND LAG BOLTS BEARING ON WOOD. INSTALLATION OF LAG BOLTS SHALL CONFORM TO THE NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION WITH A LEAD BORE HOLE OF 60 TO 70 PERCENT OF THE SHANK DIAMETER. LEAD HOLES ARE NOT REQUIRED FOR 3/8" AND SMALLER LAG SCREWS. 47. WOOD FRAMING NOTES -THE FOLLOWING APPLY UNLESS OTHERWISE SHOWN ON THE PLANS: A. ALL WOOD FRAMING DETAILS NOT SHOWN OTHERWISE SHALL BE CONSTRUCTED TO THE MINIMUM STANDARDS OF THE INTERNATIONAL BUILDING CODE, THE AITC "TIMBER CONSTRUCTION MANUAL" AND THE AF&PA "NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION". MINIMUM NAILING, UNLESS OTHERWISE NOTED, SHALL CONFORM TO IBC TABLE 2304.10.1. COORDINATE THE SIZE AND LOCATION OF ALL OPENINGS WITH MECHANICAL AND ARCHITECTURAL DRAWINGS. B. WALL FRAMING: REFER ARCHITECTURAL DRAWINGS FOR THE SIZE OF ALL WALLS. ALL STUDS SHALL BE SPACED AT 16" 0.C. UNO. TWO STUDS MINIMUM SHALL BE PROVIDED AT THE END OF ALL WALLS AND AT EACH SIDE OF ALL OPENINGS, AND AT BEAM OR HEADER BEARING LOCATIONS. TWO 2x8 HEADERS SHALL BE PROVIDED OVER ALL OPENINGS NOT OTHERWISE NOTED. SOLID BLOCKING FOR WOOD COLUMNS SHALL BE PROVIDED THROUGH FLOORS TO SUPPORTS BELOW. PROVIDE CONTINUOUS SOLID BLOCKING AT MID -HEIGHT OF ALL STUD WALLS OVER 10'-0" IN HEIGHT. ALL WALLS SHALL HAVE A SINGLE BOTTOM PLATE AND A DOUBLE TOP PLATE. END NAIL TOP PLATE TO EACH STUD WITH TWO 16d NAILS, AND TOENAIL OR END NAIL EACH STUD TO BOTTOM PLATE WITH TWO 16d NAILS. FACE NAIL DOUBLE TOP PLATE WITH 16d @ 12" 0.C. AND LAP MINIMUM 4'-0" AT JOINTS AND PROVIDE EIGHT 16d NAILS @ 4" 0.C. EACH SIDE JOINT. ALL STUD WALLS SHALL HAVE THEIR LOWER WOOD PLATES ATTACHED TO WOOD FRAMING BELOW WITH TWO ROWS OF 16d NAILS @ 12" ON -CENTER, OR ATTACHED TO CONCRETE BELOW WITH 5/8" DIAMETER ANCHOR BOLTS @ 4'-0" ON -CENTER EMBEDDED 7" MINIMUM, UNLESS INDICATED OTHERWISE. INDIVIDUAL MEMBERS OF BUILT-UP POSTS SHALL BE NAILED TO EACH OTHER WITH TWO ROWS OF 16d 012" ON -CENTER. UNLESS INDICATED OTHERWISE, 1/2" (NOMINAL)APA RATED SHEATHING (SPAN RATING 24/0) SHALL BE NAILED TO ALL EXTERIOR SURFACES WITH 8d NAILS @ 6" ON -CENTER AT PANEL EDGES AND TOP AND BOTTOM PLATES (BLOCK UN -SUPPORTED EDGES)AND TO ALL INTERMEDIATE STUDS AND BLOCKING WITH 8d NAILS @ 12" ON -CENTER ALLOW 1/8" SPACING AT ALL PANEL EDGES AND PANEL ENDS. C. FLOOR AND ROOF FRAMING: PROVIDE SOLID BLOCKING AT ALL BEARING POINTS. TOE -NAIL JOISTS TO SUPPORTS WITH TWO 16d NAILS. ATTACH TIMBER JOISTS TO FLUSH HEADERS OR BEAMS WITH SIMPSON METAL JOIST HANGERS IN ACCORDANCE WITH NOTES ABOVE. NAIL ALL MULTI JOIST BEAMS TOGETHER WITH TWO ROWS 16d @ 12" ON -CENTER. UNLESS OTHERWISE NOTED ON THE PLANS, PLYWOOD ROOF AND FLOOR SHEATHING SHALL BE LAID UP WITH GRAIN PERPENDICULAR TO SUPPORTS AND NAILED AT 6" ON -CENTER WITH 8d NAILS TO FRAMED PANEL EDGES, STRUTS AND OVER STUD WALLS AS SHOWN ON PLANS AND @ 12" ON -CENTER TO INTERMEDIATE SUPPORTS. PROVIDE APPROVED PLYWOOD EDGE CLIPS CENTERED BETWEEN JOISTS/TRUSSES AT UNBLOCKED ROOF SHEATHING EDGES. ALL FLOOR SHEATHING EDGES SHALL HAVE APPROVED T&G JOINTS OR SHALL BE SUPPORTED WITH SOLID BLOCKING. ALLOW 1/8" SPACING AT ALL PANEL EDGES AND ENDS OF FLOOR AND ROOF SHEATHING. REVIEWED FOR CODE COMPLIANCE APPROVED APR 2 5 2019 City of Tukwila BUILDING DIVISION E'VOLE.1 F.7)11 REID MIDDLETON, INC .3 Dis'- O3P9 STRUCTURAL ENGINEERING 2124 Third Avenue - Suite too - Seattle, WA 012i p: 2o6.443.6212 ssfengineers.com 934 Broadway - Tacoma, WA 98402 p: 253.284.942o ssfengineers.com Copyright 2018 Swenson Say Fag& - All Rights Reserved IIIIIIIIIIII� DRAWN: RWG DESIGN: CHECKED: APPROVED: ABB ABB ABB REVISIONS: Permit Review Feb. 05, 2019 JURISDICTIONAL APPROVAL STAMP: UMW PROJECT TITLE: LAM'S MARKET 243 Minkler Boulevard Tukwila, WA 98188 IMP ARCHITECT: JACKSON/MAIN 311 First Avenue South Seattle, WA 98104 PH 206 324 4800 ISSUE: Permit SHEET TITLE: General Structural Notes SCALE: DATE: January 15, 2018 PROJECT NO: 10993-2018-04 SHEET NO: S1.2 Statement of Special Inspections Special inspections shall be provided per the requirements of IBC section 1705 and as noted herein SOILS VERIFICATION AND INSPECTION TASK CONTINUOUS PERIODIC COMMENTS REFERENCES 1. VERIFY MATERIALS BELOW SHALLOW FOUNDATIONS ARE ADEQUATE TO ACHIEVE THE DESIGN BEARING CAPACITY X IBC 1705.6 2. VERIFY EXCAVATIONS ARE EXTENDED TO PROPER DEPIH AND HAVE REACHED PROPER MATERIAL X 3. PERFORM CLASSIFICATION AND TESTING OF COMPACTED FILL MATERIALS X 4. VERIFY USE OF PROPER MATERIALS, DENSITIES AND LIFT THICKNESSES DURING PLACEMENT AND COMPACTION OF COMPACTED FILL X 5. PRIOR TO PLACEMENT OF COMPACTED FILL, OBSERVE SUBGRADE AND VERIFY THAT SITE HAS BEEN PREPARED PROPERLY X COLD -FORMED STEEL FRAMING VERIFICATION AND INSPECTION TASK CONTINUOUS PERIODIC COMMENTS REFERENCES 1. MATERIAL VERIFICATION OF COLD -FORMED STEEL DECK a. FOR OTHER STEEL, IDENTIFICATION MARKINGS TO CONFORM TO ASTM STANDARDS SPECIFIED IN THE APPROVED CONSTRUCTION DOCUMENTS X APPLICABLE ASTM MATERIAL STANDARDS b. MANUFACTURER'S CERTIFIED TEST REPORTS X STRUCTURAL STEEL VERIFICATION AND INSPECTION TASK CONTINUOUS PERIODIC COMMENTS REFERENCE 1. FABRICATED AND ERECTED STEEL a. COMPLIANCE WITH DETAILS SHOWN ON CONSTRUCTION DOCUMENTS X AISC 360, SECTION N5.7 b. APPLICATION OF JOINT DETAILS AT EACH CONNECTION X 2. INSPECTION OF HIGH STRENGTH BOLTING: a. SNUG -TIGHT JOINTS X IBC 1705.2 AISC 360, SECTION M2.5 SECTION N5.6 3. MATERIAL VERIFICATION OF WELD FILLER MATERIALS: a. IDENTIFICATION MARKINGS TO CONFORM TO AWS SPECIFICATIONS IN THE APPROVED CONSTRUCTION DOCUMENTS X AISC 360, SECTION A3.5 AND APPLICABLE AWS A5 DOCUMENTS b. MANUFACTURER'S CERTIFICATE OF COMPLIANCE REQUIRED X 4. INSPECTION OF WELDING: IBC 1705.2 a. SINGLE PASS FILLET MELDS S 5/18" X AWS D1.1 5. INSPECTION OF STEEL FRAME JOINT DETAILS FOR COMPLIANCE: a. DETAILS SUCH AS BRACING AND STIFFENING X IBC 1705.2 b. MEMBER LOCATIONS X c. APPLICATION OF JOINT DETAILS AT EACH CONN. X 6. MATERIAL VERIFICATION OF HIGH -STRENGTH BOLTS, NUTS, AND WASHERS: a. IDENTIFICATION MARKINGS TO CONFORM TO ASTM STANDARDS SPECIFIED IN THE APPROVED CONSTRUCTION DOCUMENTS X AISC 360, SECTION A3.3 AND APPLICABLE ASTM MATERIAL STANDARDS b. MANUFACTURER'S CERTIFICATE OF COMPLIANCE REQUIRED X VERIFICATION AND INSPECTION TASK CONCRETE AND CONCRETE REINFORCING CONTINUOUS PERIODIC 1. INSPECTION OF REINFORCING STEEL X COMMENTS REFERENCE IBC 1908.4 ACI 318: Ch. 20, 25.2, 25.3, 26.6.1-26.6.3 2. INSPECTION OF ANCHORS CAST IN CONCRETE X ACI 318: 17.8.2 3. INSPECTION OF POST -INSTALLED ANCHORS IN HARDENED CONCRETE MEMBERS: a. ADHESIVE ANCHORS INSTALLED HORIZONTALLY OR UPWARDLY INCLINED ORIENTATIONS X SEE ICC-ES ESR REPORT FOR ADDITIONAL REQUIREMENTS ACI 318: 17.8.2.4 b. MECHANICAL ANCHORS AND ADHESIVE ANCHORS NOT DEFINED IN 3-a X ACI 318: 17.8.2 4. VERIFYING USE OF REQUIRED DESIGN MIX X IBC 1904.1 IBC 1904.2 IBC 1908.2 IBC 1908.3 ACI 318: Ch. 19, 26.4.3, 26.4.4 NOTES 1. TESTING AND SPECIAL INSPECTION REPORTS SHALL BE PREPARED FOR EACH INSPECTION ITEM ON A DAILY BASIS WHENEVER WORK IS PERFORMED ON THAT ITEM. REPORTS SHALL BE DISTRIBUTED TO OWNER, CONTRACTOR, BUILDING OFFICIAL, ARCHITECT, AND STRUCTURAL ENGINEER. 2.WHERE APPLICABLE, SEE ALSO IBC SECTION 1705.11, SPECIAL INSPECTION FOR WIND RESISTANCE AND IBC SECTION 1705.12, SPECIAL INSPECTION FOR SEISMIC RESISTANCE 3."STRUCTURAL STEEL" REFERS TO STEEL CONSTRUCTION DEFINED BY AISC 303, "CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES: REVIEWED FOR CODE COMPLIANCE APPROVED APR 2 5 2019 ICity of Tukwila BUILDING DIVISION LE V lL Wi C7:t REID MDDLETON. INC.; STRUCTURAL ENGINEERING x124 Third Avenue - Suite 100 - Seattle, WA 98121 R 206.443.6212 ssfengineers.com 934 Broadway - Tacoma, WA 984o2 P: 253.2E49470 ssfengineers.com 1 Copyright 2018 Swenson Say Fagot - All Rights Reseved DRAWN: RWG DESIGN: ABB CHECKED: ABB APPROVED: ABB REEF REVISIONS: Permit Review Feb. 05, 2019 JURISDICTIONAL APPROVAL STAMP: NOW PROJECT TITLE: LAM'S MARKET 243 Minkler Boulevard Tukwila, WA 98188 ARCHITECT: JACKSON/MAIN 311 First Avenue South Seattle, WA 98104 PH 206 324 4800 ISSUE: Permit SHEET TITLE: Statement of Special Inspections SCALE: DATE: January 15, 2018 PROJECT NO: 10993-2018-04 SHEET NO: 1 ) HSS 4x4x3/8 TYP. — TYP. ALONG GRID 1 10/S4J rat typ' raI LJ LJ n 1\S' tfr ray LJ ra-I LJ 2/S4.2 typ. at strongbacks ra-1 LJ FTC. 3'-6"sq x 12'dp W/ (4)94 E.W. CTRD. (t)p. this col. line) LJ rai 12/S4.1 5" CONC. SLAB ON GRADE REINF. W/ 94 0 12"oc E.W. \18"w x 12'dp CONT. FTG. W/ (2)04 CONT. TOP' & BOT• TYP. WALL FRAMING \ I 3/S3.1 HSS 6x6x3/I6 FULL HEIGHT W/ BASE It PER 7/S3.1 FTC. 7'—O'sq x 14"dp j W/ (8)15 E.W. BOT. s I M I I I I 9/S4.1 L.—WI—J FTG. 5'-0"sq x 12"dp W/ (545 E.W. BOT. cols. FTG. 5'-0"sq x I2'dp W/ (6)45 E.W. BOT. 8/S3.1 HSS 5x5x3/8 rah L rJ 6" grid HSS 5x5x3/16 C n- - • 4x3'e STRONGBACK FACE OF NEW OPNG. 3/54.2 SHALL COINCIDE W/ (E) PANEL JOINT A L 9/S4.1 HSS 6x6x3/16 FULL HEIGHT FTG. 5'—p"sq x 12"dp W/ (6)#1 LW. CTRD. W1641 col. HSS 6x4 BOT. OF 3/t6 FRAMED TO NIOk12 ROOF BM. HSS 4x4x3/8 STIONGBACK TYP. ALONG GRAD A AND GRID 2 rn LJ rai LJ FTG. 3'-6"sq x 12"dp W/ (4)94 E.W. CTRD. (t)p. this col. line) 10/S4.1 t)p. r-1 LJ ri HSS 4x4x3/e STRONGBACK 0 0 0 (E) CONTINUOUS FOOTING & RETAINING WALL TO REMAIN 11/S4.1 typ. r HSS 8x8x1/4 typ. of (51. (E) LOADING DOCK TO BE FILLED W/ GRAVEL OR COMPACTED STRUCTURAL FILL A 6" CONCRETE SLAB. REINF. W/ #4 ® 12"oc EACH WAY CENTERED OVER COMPACTED STRUCTURAL FILL R CO IEWED FOR COMPLIANCE APPROVED ;DPP. 25 2019 Cill of Tukwila BUILDING DIVISION D1LVOEVA,15Kt REID MIDDLETON, NC. b /t-037y Foundation Plan Scale: 3/32" — 1'-0' STRUCTURAL ENGINEERING 2124 Third Avenue - Suite ioo - Seattle, WA 98in p: 206.443.62n ssfengineers.com 934 Broadway - Tacoma, WA 984oz p:253.284.9470 ssfengineers.com Copyright 2018 Swenson Say Fag€t - a1I Rights Reserved DRAWN: RWG DESIGN: ABB CHECKED: ABB APPROVED: ABB REVISIONS: =MP Permit Review Feb. 05, 2019 JURISDICTIONAL APPROVAL STAMP: PROJECT TITLE: LAM'S MARKET 243 Minkler Boulevard Tukwila, WA 98188 ARCHITECT: JACKSON/MAIN 311 First Avenue South Seattle, WA 98104 PH 206 324 4800 wJw� ISSUE: MIN Permit SHEET TITLE: Foundation Plan SCALE: 3/32 = 1'-0" U.N.O. DATE: PROJECT NO: January 15, 2018 10993-2018-04 SHEET NO: S2.1 • 4 4 (�) GL 51/8x221/2 {:) GL 51/8x221/2 (E) GL 51/8x221/2 mzd ze (E) GL 51/8x24 (E) GL 51/8x24 (E) GL 51/ex30 (E) GL 51/8x30 (E) GL 51/8x30 (E) GL 51/8x30 CD I P1/k31/z 51/8x311/2 2/S4.3 typ. 11/2" 18ga METAL DECK PER 7/S4.1 W/ G90 COATING (typ. at canopies) (E) GL 51/ex30 (E) COLUMNS (typical) (E) GL 51/ex30 (E) GL 51/8x30 (E) 61 51/ex30 (E) GL 51/8x30 (E) GL 51/8x311/2 HSS 10x4x3/16, TYP. TOP OF FRAMING, BOT. OF PLYWOOD AT 17'-11/2" 1/2" PLYWOOD ROOF OVER JOIST FRAMING 2x12 0 24 oc, TYP. (E) GL 51/8x221/2 (E) GL 51/8x221/2 (E) GL 51/ax221/2 (E) GL 51/8x221/2 GL 51/2x131/2 CONT. ROOF CURB BELOW MECH. UNIT RAILS (E) GL 51/ex221/2 (E) GI, 51/8x24 } HSS 9x6x3/16 AT WINDOW HEAD ELE it 5/54.2 SS Mrn 8/S4.2 3/S4.2 CbNT. BEAM FRAMED AT BEAT. OF DROPPED SOFFIT 7/S4.3 HEADER AT WINDOW HEAD CONN. PER 7/5f.3 METAL DECK! 0 3"0 SCHED 80 KING POST / , �'. HSS 8x4x1/4 TYP. AT 'HSS' HSS 10x4x3/16, TYP. HSS 10x4x3/16, TYP. 2/S4.3 4x10 HIP TYP. GL 51/2x12 W/ (3) STUDS EA. END 2x8 ® 24"oc TYP. RAFTER 2x12 STRUCT. RIM 2x6 ® 24"oc TYP. CLG. JOIST REVIEWED FOR CODE COMPLIANCE APPROVED APR 2 5 2019 City of Tukwila BUILDING DIVISION 1': �- 1 - ,.-,. idIEVIEWIEFFV lS ILLA REID MIDDLETON, NC. b/t?- 0399 STRUCTURAL ENGINEERING 2124 Third Avenue • Suite Loa • Seattle, WA 98:21 p: 2o6.443.622 ssfengineers.com 934 Broadway - Tacoma, WA 98402 p:253.284.947o ssfengineers.com _ Copyright 2018 Swenson Say Faget - All Rights Reserved Is DRAWN: RWG DESIGN: ABB CHECKED: ABB APPROVED: ABB REVISIONS. Permit Review Feb. 05, 2019 JURISDICTIONAL APPROVAL STAMP: PROJECT TITLE: LAM'S MARKET 243 Minkler Boulevard Tukwila, WA 98188 ARCHITECT: JACKSON/MAIN 311 First Avenue South Seattle, WA 98104 PH 206 324 4800 ISSUE: Permit SHEET TITLE: Roof Framing Plan _ SCALE: 3/32 = 1'-0" U.N.O. DATE: January 15, 2018 PROJECT NO: 10993-2018-04 SHEET NO: S2.2 Roof Framing Plan te Scale: 3/32" - 1'-0" H 0 Edges METAL STUD FRAMING PER PLAN FIN. GRADE PER ARCH. io Is 1' t,p.111 tw. Y �J1 Typical Case HSS COL. PER PLAN — 18ga BOT. TRACK W/ DRIVE PINS CO 16"oc PER GEN. STRUCT. NOTES SLAB ON GRADE PER PLAN 8" CONC. WALL PER GEN. STRUCT. NOTES FOOTING PER PLAN 0 Comers BASER 3/a' W/ (2)5/C` EXP. BOLTS (embed 6") (see above) SLAB ON GRADE PER PLAN 10 11 CAST IN PLACE CONCRETE INFILL MATCH (E) THICKNESS (E) CONCRETE WALL f4 x 1'-6" DOWELS 0 18"oc. EMBED 4" IN IN EPDXY GROUT DOWELS TO MATCH INFILL REINFORCING. EMBED 4" IN EPDXY GROUT #4 012"oc EA. WAY CENTERED Typical Infill at Existing Wall Opening SAWCUT WHERE REQUIRED EXIST. SLAB EXIST. FOOTING BELOW IN SOME AREAS CORE DRILL CORNERS W/ 1"0 TO AVOID OVERCUTTING SAWCUT NEW OPENING —J 1 .t. J REVIEWED FO CODE COMPLIANCE APPROVED APR 2 5 2019 City of Tukwila BUILDING DIVISION SLAB —ON —GRADE PER PLAN PROVIDE VAPOR BARRIER AND FILL PER SPEC SECTIONS 2200 AND 3100 (E) CONC. SLAB OR WALL CVII WfE I li LB 2 5 1 REID MIDDLETON, INC. DI8eO3?9 Typical Sawcut Opening in Existing Concrete Wall 1 2 STRUCTURAL ENGINEERING 2124 Third Avenue - Suite Ion - Seattle, WA g8ur pt 206.443.62i2 ssfengineers.com 934 Broadway - Tacoma, WA 98402 p: 253.284.947o ssfengineers.com MIN Copyright 2018 Swenson Say Faget - All Rights Reserved DRAWN: RWG DESIGN: ABB CHECKED: ABB APPROVED: ABB REVISIONS: Permit Review Feb. 05, 2019 JURISDICTIONAL APPROVAL STAMP: NMI PROJECT TITLE: LAM'S MARKET 243 Minkler Boulevard Tukwila, WA 98188 ARCHITECT: JACKSON/MAIN 311 First Avenue South Seattle, WA 98104 PH 206 324 4800 ISSUE: Permit SHEET TITLE: Concrete Details 111 SCALE: 3/4" = 1'-o" U.N.O. DATE: January 15, 2018 PROJECT NO: 10993-2018-04 SHEET NO: S3.1 Shear Plate Schedule size per schedule BEAM SIZE PER PLAN FACE OF SUPPORTING MEMBER Beam Size WIO No. of Bolts 2 W16 4 Bolt Size 3/4"e 3/4"e Shear Tab Plate Thickness 1/4 1/4 WI8, W21 4 NOTES: 1. BEAMS SHALL HAVE STANDARD HOLES AND SHORT SLOTTED HOLES, U.N.O. 2. BOLT TYPE A325N. BOLTS IN CONNECTION CALLED OUT AS SLIP CRITICAL. 3. SHEAR TAB PLATE MATERIAL — A36 3/4"e 3/8" Weld Size SHEAR TAB PLATES SHALL HAVE HORIZONTAL TO BE SNUG TIGHT UNLESS SPECIFICALLY Typical Single Shear Plate Connection and Schedule 1 BEAM BOTH SIDES WHERE INDICATED ON PLAN BEAM SIZE PER PLAN, TYPICAL PLATE THICKNESS AND BOLTS PER 1/S4.1 Typical Beam to Beam Connection 2 Connection Schedule BEAM ! NO. & SIZE OF PLATE SIZE 1 BOLTS REQUIRED THICKNESS WIO (2) 3/4"0 04 ga. 1/4 • USE HORIZONTAL SHORT SLOTTED HOLES IN THE PLATE AT COLUMN CONNECTIONS ONLY Notes • FILLET WELD SIZE S = PLATE THICKNESS • FOR BEVEL WELDS, BEVEL END OF CONNECTION PLATE TO MAINTAIN 'A' AT 45' • DO NOT INCREASE DIMENSION 'C' WITHOUT ENGINEERS APPROVAL PLATE PER SCHEDULE COPE BEAM FLANGES AS REQUIRED MEMBER SIZES PER PLAN, TYPICAL 45" HARDENED WASHER ON BOLT SIDE Plan View nts Typical Skewed Beam Shear Connection (2)3/4"0 BOLTS AT BEAM GAGE BEAM SIZE PER PLAN BEARING Q 1/2" COLUMN PER PLAN (4)3/4 0 BOLTS AT BEAM GAGE Where Beam Stops Where Beam Continues NOTE: BEARING PLATE THICKNESS SHALL BE 3/4" WHERE DEPTH OF SUPPORTED MEMBER EXCEEDS 24" Typical Beam Bearing on HSS Column 5 BASE a 3/4" W/ (4)5/e"0 A.B. W/ 5° EMBED BEAM SIZE PER PLAN BEARING C 1/2"-- (4)3/4"0 BOLTS AT BEAM GAGE COLUMN PER PLAN NOTE: BEARING PLATE THICKNESS SHALL BE 3/4" WHERE DEPTH OF SUPPORTED MEMBER EXCEEDS 24" per plan weld size per 1/S4.1 PLATE THICKNESS AND BOLTING PER 1/S4.1 16 Beam Bearing on HSS Column 6 DRIVE PIN LOCATIONS ASC HR-36, G90 Galvanized w/Following Min. Properties 1 X13/4" min. SHEAR CAPACITY REQ'D = 500 #/ft 18 GA. I = +0.26/-0.26 in.4 S = +0.31/-0.30 in. 3 Fy = 38 ksi 1. MAXIMUM DECK SPAN = 8'-0° c. TO c. (SINGLE —SPAN). 2. PROVIDE (4) DRIVE PINS PER SHEET TO ALL SUPPORTS PERPENDICULAR TO DECK FLUTES. 3. PROVIDE DRIVE PINS AT 24"oc TO ALL STRUTS PARALLEL TO DECK FLUTES AND TO BEAMS. 4. CONNECT DECK SEAMS WITH SCREWS 0 24"oc. 5. DECK TYPE MUST STRICTLY MEET CRITERIA LISTED ABOVE INCLUDING RESEARCH REPORT ALLOWABLE SHEAR LOADS. SUBMIT DECK INFORMATION TO ENGINEER PRIOR TO BEGINNING SHOP DRAWINGS. 6. 0.145"0 DRIVE PINS & SDI RECOGNIZED #10 SELF —DRILLING SCREWS SHALL BE USED AT SUPPORTS AND SIDE LAP CONNECTIONS . HSS COL PER PLAN FINISHED GRADE PER ARCH. FOOTING PER PLAN—• 1" LEVELING GROUT BASE a 3/8"x14"x14" W/ (4)5/8°0 A.B. (or exp. bolts) 0 11° CENTERS. EMBED 5" 10 HSS COL PER PLAN CUT (E) CONC. WALL TO 6" BELOW SLAB FINISHED GRADE PER ARCH. (E) CONCRETE WALL 1 1/2'' Roof Deck 7 bos. 4 ht. per arch. CONCRETE PLINTH W/ (8)#5 VERT. W/ STD. HOOK & #4 x 0 6"oc It el COLUMN PER PLAN BASE Q 1/2" W/ (4)5/a"0 A.B. 0 3" GAGE. EMBED 12" 1" LEVELING GROUT FOOTING PER PLAN E 8 EMBED R 3/8"x10"x10" W/ (4)1/2"0 x 4" W.H.S. 0 5" CENTERS SLAB ON GRADE PER PLAN 24 #4 DOWELS 1 — 0 12"oc EPDXY GROUTED 4" INTO (E) CONC. WALL 11 (E) PRE —CAST PANEL TO REMAIN Section REVIEWED FOR I rot)! COMPLIANCE APPROVED 4 • (E) FOOTING (E) PRE —CAST PANEL TO BE REMOVED APR 2 5 2019 Cry of Tukwila 1 BUILDING DIVISION I PROVIDE MATCHING #4 DOWELS EPDXY GROUTED FOOTING p1 LEVTJ E I 25 REID MIDDLETON, INC HSS COLUMN PER PLAN BASE Q 3/8"x4"x10" W/ (2)5/a"0 EXP. BOLTS 0 7° CENTERS (embed 4") Section iz l�78-U3�9 STRUCTURAL ENGINEERING 2124Third Avenue -Suite too - Seattle, WA 98121 p: x 16.443.6212 ssfengineers.com 934 Broadway - Tacoma, WA 9E402 p: 253.284.947o ssfengineers.com Copyright 2018 Swenson Say Faget - All Rights Reserved tlllllll� DRAWN: RWG DESIGN: ABB CHECKED: ABB APPROVED: ABB REVISIONS: Permit Review Feb. 05, 2019 IIIIIIIII� JURISDICTIONAL APPROVAL STAMP: PROJECT TITLE: LAM'S MARKET 243 Minkler Boulevard Tukwila, WA 98188 MIN ARCHITECT: JACKSON/MAIN 311 First Avenue South Seattle, WA 98104 PH 206 324 4800 ISSUE: Permit SHEET TITLE: Steel Framing Details SCALE: DATE: 3/4" = 1'-0" U.N.O. January 15, 2018 PROJECT NO: 10993-2018-04 SHEET NO: S4.1 b ---M..__ — ---�}— A B ' ' NEW ING PE CH. y FACE OF STRONGBACK -.--EDGE OF OPENING Strongback Elevation 1/4" = 1'-G" —TOP OF PANEL TOP OF ROOF HSS STRONGBACK PER PLAN TOP OF SLAB (E) PRE -CAST PANEL (E) FOOTING 1/4 HSS STRONGBACK PER PLAN - 1? 3/8"x4"x10" W/ (2) 5/8"0 EXP. BOLTS 7" CENTERS (embed 4") Section A HSS STRONGBACK PER PLAN BASE a 3/8"x4"x10" W/ (2)5/8"0 EXP. BOLTS 7" CENTERS (embed 4") --- (E) SLAB ON GRADE Section B 2 (E) PANEL JOINT —I (E) PRE -CAST PANEL --t TO BE CUT FOR NEW OPENING (E) FRAMING PER PLAN TYP. STEEL BEAM PER PLAN STEEL BEAM PER PLAN 3/e" W/ (4)3/4"0 A325N BOLTS el. 14'-6" 111/2 :! 3 sides 16 (based on bot. of (e) glu-lam beam beyond) (E) PRE -CAST PANEL TO BE REMOVED 3 sides /4 STEEL BEAM PER PLAN C pre -cast panel I , J I 5/16 11/2" (E) GL 63/4x39 CUT (E) BEAM AROUND FLANGE AS REQUIRED IE 1/4" EA. SIDE OF E) GL BEAM W/ (5) /8"0 THROUGH BOLTS el. 14'-6" verify 8d ® 3"oc 2x NAILER W/ 5/8"0 THREADED STUDS 32"oc FRAMING PER PLAN STEEL BEAM PER PLAN 1/4 3" min. Q 3/8"x12"x12" EA. SIDE OF PANEL 0 48"oc VERTICALLY W/ (4)3/4 0 THROUGH BOLTS ® 9" CENTERS. STRONGBACK COLUMN PER PLAN AND 2/S4.2 3 Plan View • STEEL BEAM PER PLAN E 3/8"x8"x BEAM DEPTH W/ (3)5/8"0 EXP. BOLTS (embed 4") pre -cast panel beyond 4, (E) 4x6 LEDGER LTP4 ® 12"oc NEW 4x10 LEDGER W/ #10 TIMBER SCREWS ® 8"oc TO 3x RIM CONT. 3x RIM STEEL BEAM PER PLAN L5x3x1/4 x 8" ® 5-0"oc BTWN. GL BEAMS W/ (2) 5/8"0 EXP. BOLTS, 6" APART (embed 4") 1/4 V STEEL SHIM AS REQ'D. AT (E) GL BEAM (2)3/4"0 THROUGH BOLTS L3x3x1/4 C 3/8" W/ 3/4"0 M.B. I y (E) PURLINS & LEDGER STEEL SHIMS AS REQ'D. ® 8'-0"oc MAX. FOR SOLID BEARING (E) PRE -CAST PANEL TO BE REMOVED STRUCTURAL ENGINEERING 2124 Third Avenue - Suite ioo - Seattle, WA 9812m p: 2o6.443.6212 ssfenglneers.com 934 Broadway - Tacoma, WA 984oz p: 253.284.947o ssfengineers.com Copyright 2018 Swenson Say Faget - All Right Reserved DRAWN: RWG DESIGN: ABB CHECKED: ABB APPROVED: ABB REVISIONS: Permit Review Feb. 05, 2019 JURISDICTIONAL APPROVAL STAMP: PROJECT TITLE: LAM'S MARKET 8 243 Minkler Boulevard Tukwila, WA 98188 FACE OF WALL FRAMING STEEL BEAM PER PLAN " tyP.> bos.> 1/4 V COLUMN PER PLAN REID MIDDLETON, INC. L REVfEVVED FOR CODE COMPLIANCE ,Y 4" APPROVED 2R252019 City of Tukwila RI.IILDING DIVISION 1/2"x51/2"x11" W/ (6)5/8"o A325N BOLTS 0 3" GAGE CAP N 1/2" W/ (4)5/e"0 BOLTS 0 3" GAGE ARCHITECT: JACKSON/MAIN 311 First Avenue South Seattle, WA 98104 PH 206 324 4800 ISSUE: Permit SHEET TIRE: Framing Details SCALE: DATE: PROJECT NO: 3/4" = 1'-o" U.N.O. January 15, 2018 10993-2018-04 SHEET NO: 10 11 S4.2 1z (E) PRE -CAST PANEL (E) PRE -CAST PANEL 1/4 hh.typ ROOF DECK PER PLAN 1/4 r2-5 WELD PER 7/54.1 1 1/4"x10" W/ (2)5/8"0 EXP. BOLTS, 8" APART (embed 4°) -WELD PER 7/S4.1 BENT 1? LEDGER ANGLE 1/4"x3"x3° W/ 5/e"0 EXP. BOLTS ® 48"oc MAX. (embed 4") Deck Ledger Btwn. Beams BEAMS PER PLAN, TYP. - 12 1/4"x8"x8" CAP- HSS COLUMN PER PLAN COLUMN AT SIM. -i SKEWED BEAM CONN. PER 4/S4.1 OR 7/S4.3 WF OR HSS BEAM PER PLAN 13/8x12x12W/ — ® (4)9" 5/8"0CENTEEXP.RS BOLTS (EMBED 4") 1/4" CAP 12 AT END OF BEAM — GUTTER PER ARCH. (E) P.C. PANEL 10 2x6 ® 16"oc 1/2" PLYWOOD. BLOCK EDGES AND NAIL W/ Bd ® 6"oc EDGES, 12"oc FIELD 16d ® 4"oc STEEL BEAM PER PLAN per arch. 4 MC8x20 PERIMETER SIGN SUPPORT HSS 8x4x1/4 ® 8'-0"oc MAX. HSS 10x4x1/4 STEEL BEAM PER PLAN HSS 10x4x1/4 E 1/4"x6" EACH SIDE W/ (2)5/8°0 THROUGH BOLTS %4 typ. TRIM GL. BM. TO FIT IN JOIST DEPTH AS REDID. A34 EA. SIDE OF GL H1 EA. RAFTER i FASCIA PER PLAN 2x4 SOFFIT JOIST 0 24" oc. 1/2" PLYWOOD, BLOCK EDGES & NAIL W/ 8d ® 6" ac EDGES, 12" oc IN FIELD 2x NAILER W/ 5/6°9 THREADED STUDS ® 32"oc #10 x 4" TIMBER SCREWS ® B"oc 2x BLOCKING 6) 24"oc FRAMING PER PLAN —(3)16d TO BLKG. EACH END / --- , ii..., Plan 2x6 0 16° oc. 4001150-43 W/ DRIVE PINS w 16"oc STAGGERED 4005162-43 STUDS @ 24"oc W/ (4) SCREWS EACH END 1/2" PLYWOOD AT ALL EXTERIOR SURFACES TOP FLANGE JOIST HANGER JOISTS PER PLAN FOR CALLOUTS IN COMMON SEE 3/S4.3 RAFTER PER PLAN GL BM. PER PLAN 7 1, CONT. TOP RAIL HSS 6x2x3/16- 18ga TRACK W/ DRIVE PINS 0 16"oc STAGGERED INFILL STUD FRAMING BTWN. — HSS COLS. 6005162-43 ® 16°oc EXTERIOR FINISH PER ARCH. ?1r 1? 1/2"x4"x6" W/ 3/4"0 PIN #21/2 CLEVIS EA. END 3/4"0 TIE ROD t & b , L4x4x1/4 LEDGER ROOF DECK PER PLAN STEEL BEAM PER PLAN (slope per arch.) C 1/4"x6"x6" EA. SIDE W/ (2)5/6'0 THROUGH BOLTS PLATE & TIE ROD ASSEMBLY PER ABOVE 12" CHANNEL --- PER ARCH. HSS 3x3x1/4 AT BEAM LOCATIONS HIP BEAMS PER PLAN HSS KING POST PER PLAN 1/4 gap 1/4 Outboard End t WT4x7.5 x 6' W/ (2) 3/4"0 A325N BOLTS AT 3" GAGE 2x NAILER W/ 5/8"4 THREADED STUDS 0 32"oc BEAM PER PLAN Q 1/2 x6"x6" HSS 6x3x3/16 VERT. AT TIE ROD LOCATIONS HORIZ. BEAM BETWEEN el, per arch. COLUMNS PER PLAN 1 STEEL COLUMN PER PLAN BEAM PER PLAN t CAP 1 1/4x4x4 /16 <typ• , fr ROOF JOIST PER PLAN W/ (3) 16d SLANT TO HIP 3/8" KNIFE PLATES W (2)3/4"4 TH °UNMOVED FOR CODE COMPLIANCE APPROVED 12 1/4x31/2 x (8) 1/4"4 x SCREWS 1 on775 8/-03 97 REIDMIUULETO APR 2 5 2019 TO" W/ 1/2" 12i*v of Tukwila 1m18 DIVISION 12 @rnillYTR UCTURALGINEERING 2124 Third Avenue - Suite no - Seattle, WA 98121 p: 206.443.6212 ssfengineers.com 934 Broadway - Tacoma, WA 984oz p: 253.284.942o ssfengineers.com Copyright 2018 Swenson Say Rage[ - All Rights Reserved OEM DRAWN: RWG DESIGN: ABB CHECKED: ABB APPROVED: ABB REVISIONS: WIMP Permit Review Feb. 05, 2019 JURISDICTIONAL APPROVAL STAMP: PROJECT TITLE: LAM'S MARKET 243 Minkler Boulevard Tukwila, WA 98188 ARCHITECT: JACKSON/MAIN 311 First Avenue South Seattle, WA 98104 PH 206 324 4800 ISSUE: Permit SHEET TITLE: Framing Details SCALE: DATE: 3/4" = 1'-0" U.N.O. January 15, 2018 PROJECT NO: 10993-2018-04 SHEET NO: S4.3