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Permit D14-0053 - ODIN BREWERY - TENANT IMPROVEMENT
ODIN BREWERY 402 BAKER BLVD D14-0053 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: htto://www.TukwilaWA.aov Parcel No: 0223100031 DEVELOPMENT PERMIT Permit Number: D14-0053 Address: 402 BAKER BLVD 1 Issue Date: 4/30/2014 Permit Expires On: 12/13/2014 Project Name: ODIN BREWERY Owner: Name: MRFH LLC Address: 2305 HUGHES AVE SW , SEATTLE, WA, 98116 Contact Person: Name: AL ROBERTSON Address: 12886 INTERNATIONAL AVE S , SEATTLE, WA, 98168 Phone: (206) 248-7322 Contractor: Name: AFFIDAVIT IN FILE Phone: Address: License No: Lender: Name: Address: ,,, ,,, Expiration Date: DESCRIPTION OF WORK: EXTERIOR REMODELING CONSISTING OF AN ENTRY CANOPY, MECHANICAL EQUIPMENT SCREEN, ENTRY DOORS AND SIDELIGHTS, SIDEWALKS, LANDSCAPING, AND PAINTING. INTERIOR REMODELING CONSISTING OF DEMOLISHING EXISTING RESTROOMS BUSINESS OFFICES AND SHOWROOM AND CONSTRUCTION OF NEW RESTROOMS, OFFICES, LUNCHROOM, TASTING AND SALES AREA. INSTALLATION OF BREWING EQJUIPMENT, REFRIGERATED STORAGE AND OTHER ASSOCIATED WORK WITHIN THE PRODUCTION AREA WILL BE UNDER SEPARATE PERMIT. PUBLIC WORKS ACTIVITIES INCLUDE: EROSION CONTROL, LAND ALTERING, STREET LIGHT, RELOCATE FIRE HYDRANT, CURB/GUTTER/SIDEWALK, DRIVEWAYS, STREET TREES WITH TREE WELLS, DEDUCT METER, STORM DRAINAGE, AND STREET USE. Project Valuation: $172,600.00 Type of Fire Protection: Sprinklers: YES Fire Alarm: Type of Construction: IIIB Fees Collected: $4,929.20 Occupancy per IBC: F-2 Electrical Service Provided by: TUKWILA FIRE SERVICE Water District: TUKWILA Sewer District: TUKWILA SEWER SERVICE Current Codes adopted by the City of Tukwila: International Building Code Edition: 2012 International Fuel Gas Code: 2012 International Residential Code Edition: 2012 WA Cities Electrical Code: 2012 International Mechanical Code Edition: 2012 WA State Energy Code: 2012 Uniform Plumbing Code Edition: 2012 Public Works Activities: Ch a n n e l i zat i on/Striping: Curb Cut/Access/Sidewalk: 1 Fire Loop Hydrant: 1 Flood Control Zone: Hauling/Oversize Load: Land Altering: Volumes: Cut: 160 Fill: 125 Landscape Irrigation: 1 Sanitary Side Sewer: Number: 0 Sewer Main Extension: Storm Drainage: 1 Street Use: 1 Water Main Extension: Water Meter: No A '''Pe grmit Center Authorized Si nature: Date: (` l 0` t I 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: 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: 26: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 5: The total number of fire extinguishers required for an ordinary hazard occupancy with Class A fire hazards is calculated at one extinguisher for each 1,500 sq. ft. of area. The extinguisher(s) should be of the "All Purpose" (2A, 20B:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (IFC 906.3) (NFPA 10, 3-2.1) 4: The total number of fire extinguishers required for a light hazard occupancy with Class A fire hazards is calculated at one extinguisher for each 3,000 sq. ft. of area. The extinguisher(s) should be of the "all purpose" (2A, 10 B:C) dry chemical type. The travel distance to any extinguisher must be 75' or less. (IFC 906.3) (NFPA 10, 3-2.1) 1: 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 Tess than 4 inches (102 mm). (IFC 906.7 and IFC 906.9) 2: 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) 3: Fire extinguishers require monthly and yearly inspections. They must have a tag or label securely attached that indicates the month and year that the inspection was performed and shall identify the company or person performing the service. Every six years stored pressure extinguishers shall be emptied and subjected to the applicable recharge procedures. If the required monthly and yearly inspections of the fire extinguisher(s) are not accomplished or the inspection tag is not completed, a reputable fire extinguisher service company will be required to conduct these required surveys. (NFPA 10, 4-3, 4-4) 6: Egress doors shall be readily openable from the egress side without the use of a key or special knowledge or effort. (IFC 1008.1.8.3 subsection 2.2) 7: 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) 8: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 9: Door handles, pulls, latches, locks and other operating devices on doors required to be accessible by Chapter 11 of the International Building Code shall not require tight grasping, tight pinching or twisting of the wrist to operate. (IFC 1008.1.8.1) 10: Exits and exit access doors shall be marked by an approved exit sign readily visible from any direction of egress travel. Access to exits shall be marked by readily visible exit signs in cases where the exit or the path of egress travel is not immediately visible to the occupants. Exit sign placement shall be such that no point in an exit access corridor is more than 100 feet (30,480 mm) or the listed viewing distance for the sign, whichever is less, from the nearest visible exit sign. (IFC 1011.1) 11: Every exit sign and directional exit sign shall have plainly legible letters not less than 6 inches (152 mm) high with the principal strokes of the letters not less than 0.75 inch (19.1 mm) wide. The word "EXIT" shall have letters having a width not less than 2 inches (51 mm) wide except the letter "I", and the minimum spacing between letters shall not be less than 0.375 inch (9.5 mm). Signs larger than the minimum established in section 1011.5.1 of the International Fire Code shall have letter widths, strokes and spacing in proportion to their height. The word "EXIT" shall be in high contrast with the background and shall be clearly discernible when the exit sign illumination means is or is not energized. If an arrow is provided as part of the exit sign, the construction shall be such that the arrow direction cannot be readily changed. (IFC 1011.5.1) 12: Aisles leading to required exits shall be provided from all portions of the building and the required width of the aisles shall be unobstructed. (IFC 1013.4) 13: Each door in a means of egress from an occupancy of Group A or E having an occupant load of 50 or more and any Group H occupancy shall not be provided with latch or lock unless it is panic hardware or fire exit panic hardware on rated fire doors. (IFC 1008.1.9) 14: Exit signs shall be illuminated at all times. To ensure continued illumination for a duration of not less than 90 minutes in case of primary power loss, the sign illumination means shall be connected to an emergency power system provided from storage batteries, unit equipment or on -site generator. (IFC 1006.1, 1006.2, 1006.3) 15: Every room or space that is an assembly occupancy shall have the occupancy load of the room or space posted in a conspicuous place, near the main exit or exit access doorway from the room or space. Posted signs shall be of an approved legible permanent design and shall be maintained by the owner or authorized agent. (IFC 1004.3) 16: Emergency lighting facilities shall be arranged to provide initial illumination that is at least an average of 1 foot-candle (11 lux) and a minimum at any point of 0.1 foot-candle (1 lux) measured along the path of egress at floor level. Illumination levels shall be permitted to decline to 0.6 foot-candle (6 lux) average and a minimum at any point of 0.06 foot-candle (0.6 lux) at the end of the emergency lighting time duration. A maximum -to -minimum illumination uniformity ratio of 40 to 1 shall not be exceeded. (IFC 1006.4) 20: Maintain sprinkler coverage per N.F.P.A. 13. Addition/relocation of walls, closets or partitions may require relocating and/or adding sprinkler heads. (IFC 901.4) 18: Sprinklers shall be installed under fixed obstructions over 4 feet (1.2 m) wide such as ducts, decks, open grate flooring, cutting tables, shelves and overhead doors. (NFPA 13-8.6.5.3.3) 17: AU 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. 2327). 22: An approved manual fire alarm system including audible/visual devices and manual pull stations is required for this project. The fire alarm system shall meet the requirements of Americans With Disabilities' Act (I.B.C.), N.F.P.A. 72 and the City of Tukwila Ordinance #2328. 23: 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 #2328) 21: 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 #2328) (IFC 104.2) 24: An electrical permit from the City of Tukwila Building Department Permit Center (206-431-3670) is required for this project. 25: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) 27: The maximum flame spread class of finish materials used on interior walls and ceilings shall not exceed that set forth in Table No. 803.5 of the International Building Code. 28: 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) 19: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2327 and #2328) 29: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 30: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575-4407. 31: ***BUILDING PERMIT CONDITIONS*** 32: 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. 33: 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. 34: The special inspections and verifications for concrete construction shall be as required by IBC Chapter 17, Table 1705.3. 35: 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. 36: Installation of high -strength bolts shall be periodically inspected in accordance with AISC specifications. 37: The special inspection of bolts to be installed in concrete prior to and during placement of concrete. 38: 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. 39: 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. 40: New suspended ceiling grid and light fixture installations shall meet the seismic design requirements for nonstructural components. ASCE 7, Chapter 13. 41: Partition walls shall not be tied to a suspended ceiling grid. All partitions greater than 6 feet in height shall be laterially braced to the building structure. Such bracing shall be independent of any ceiling splay bracing. 42: Subgrade preparation including drainage, excavation, compaction, and fill requirements shall conform strictly with the recommendations given in the soils report. Special inspection is required. 43: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 44: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 45: Masonry construction shall be special inspected. 46: All rack storage requires a separate permit issued through the City of Tukwila Permit Center. Rack storage over 8-feet in height shall be anchored or braced to prevent overturning or displacement during seismic events. The design and calculations for the anchorage or bracing shall be prepared by a registered professional engineer licensed in the State of Washington. Periodic special inspection is required during anchorage of storage racks 8 feet or greater in height. 47: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 48: 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. 49: A Certificate of Occupancy shall be issued for this building upon final inspection approval by Tukwila building inspector. 50: Every occupied space other than enclosed parking garages and buildings used for repair of automobiles shall be ventilated in accordance with the applicable provisions of the International Mechanical Code. 51: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206-431-3670). 52: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 53: Preparation before concrete placement: Water shall be removed from place of deposit before concrete is placed unless a tremie is to be used or unless otherwise permitted by the building official. All debris and ice shall be removed from spaces to be occupied by concrete. 54: 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. 55: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431-3670). 56: ***PLANNING PERMIT CONDITIONS*** 57: Signs are not approved as part of this permit. A separate sign permit is required 58: A soils inspection is required after amending the soil, but before any plants are installed 59: 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 60: An inspection to approve the exterior finishes (materials and colors) is required before doing any exterior finish work, to ensure that the finishes approved as part of the design review process are being used. 61: 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. 62: An irrigation plan must be provided for all new and existing landscape areas, including street trees. As agreed to by the applicant, submittal of the irrigation plan was deferred but must be submitted and approved prior to paving of the site. 63: Applicant was allowed to proceed with landscape plan initially showing a new landscaping scheme for the public frontage landscape area, as well as landscape areas shown as "reuse existing mature landscaping" around the building foundation and patio. Applicant must submit and get approved a revised plan for the landscape areas shown as "reuse existing landscaping". These area must also include sufficient ground cover to meet landscape requirements. 64: ***PUBLIC WORKS PERMIT CONDITIONS*** 65: Schedule and attend a Preconstruction Meeting with the Public Works Department (Dave Stuckle, Public Works Inspector and Lynn Miranda, Planning Division), prior to start of work under this permit. To schedule, call Public Works at (206) 433-0179. 66: 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. 67: 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. 68: 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. 69: The City of Tukwila has an undergrounding ordinance requiring the power, telecommunications, and cable service lines be underground. 70: 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 (No flushing allowed). Notify Public Works Inspector before 12:00 Noon on Friday preceding any weekend work. 71: Any material spilled onto any street shall be cleaned up immediately. 72: Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation off -site or into existing drainage facilities. 73: 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. 74: The Land Altering Permit Fee is based upon an estimated 160 cubic yards of cut and 125 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. 75: 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. 76: 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. 77: The exempt meter work shall include a State Department of Health approved double check valve assembly. 78: The deduct meter shall read flow quantities in 100's of cubic feet and shall have a TRPL register that is compatible with the Sensus automatic reading system. 79: The new sidewalk on private property shall be turned over to the City along with appropriate recorded easement documentation prior to the Final Inspection. 80: Maintain emergency, pedestrian, and vehicular access to buildings, and transit at all times. 81: New public sidewalk within Baker Blvd. shall have expansion joints at 12' o.c. with score joints at the midpoints (between the expansion joints). Coordinate with the Public Works Inspector. (Per C.O.T. standard detail RS-11.) 82: (1) Sidewalk and Street Light Easement (2) Bill of Sale and (3) Material List shall be signed by the Owner/Applicant as part of the Turnover process; all prior to Public Works final. As part of the turnover, Owner shall provide As-Builts & an ACAD CD. Owner shall also provide a two (2) year maintenance bond in the amount of 10% x cost of work within the Public right-of-way. 83: Prior to issuance of permit, provide a copy of the Certificate of Insurance Coverage (minimum of $2,000,000 naming the City of Tukwila as additionally insured) for work within the Public right-of-way. 84: Prior to issuance of permit, provide 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. 85: Prior to issuance of permit, sign a Hold Harmless Agreement for work within the Public right-of-way. 86: The three tree wells on sidewalk adjacent to building should replace river rock with ground cover. PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 5170 BACKFLOW - IRR 1700 BUILDING FINAL** 0301 CONCRETE SLAB 5000 CURB, ACCESS, SDW 5000 CURB, ACCESS, SDW 0611 EMERGENCY LIGHTING 5200 EROSION MEASURES 5210 EROSION MEASURES FNL 1400 FIRE FINAL 5020 FIRE LOOP HYDRANT 0201 FOOTING 0201 FOOTING 0409 FRAMING 0409 FRAMING 0606 GLAZING 5250 ILLUMINATION 5250 ILLUMINATION 5040 LAND ALTERING 5060 LANDSCAPE IRRIGATION 5230 PAVING AND RESTORE 1500 PLANNING FINAL 1600 PUBLIC WORKS FINAL 5160 PUBLIC WORKS PRE -CON 4027 SI-COLD-FORM WELD 4000 SI-CONCRETE CONST 4046 SI-EPDXY/EXP CONC 4022 SI-MASONRY 4034 SI-METAL PLATE CONN 4028 SI-REINF STEEL -WELD 4035 SI-SOILS 4025 SI-STEEL CONST 4026 SI-STRUCT STEEL 4031 SI-VERT MASON FOUND 4004 SI-WELDING 4032 SI-WOOD CONST 5090 STORM DRAINAGE 5100 STREET USE 0406 SUSPENDED CEILING 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 0223100031 402 BAKER BLVD 1 Project Name: ODIN BREWERY DEVELOPMENT PERMIT Permit Number: D14-0053 Issue Date: 4/30/2014 Permit Expires On: 10/27/2014 Owner: Name: Address: Contact Person: Name: Address: Contractor: Name: Address: MRFH LLC 2305 HUGHES AVE SW , SEATTLE, WA, 98116 AL ROBERTSON Phone: (206) 248-7322 12886 INTERNATIONAL AVE S , SEATTLE, WA, 98168 AFFIDAVIT IN FILE Phone: License No: Expiration Date: Lender: Name: Address: III DESCRIPTION OF WORK: EXTERIOR REMODELING CONSISTING OF AN ENTRY CANOPY, MECHANICAL EQUIPMENT SCREEN, ENTRY DOORS AND SIDELIGHTS, SIDEWALKS, LANDSCAPING, AND PAINTING. INTERIOR REMODELING CONSISTING OF DEMOLISHING EXISTING RESTROOMS BUSINESS OFFICES AND SHOWROOM AND CONSTRUCTION OF NEW RESTROOMS, OFFICES, LUNCHROOM, TASTING AND SALES AREA. INSTALLATION OF BREWING EQJUIPMENT, REFRIGERATED STORAGE AND OTHER ASSOCIATED WORK WITHIN THE PRODUCTION AREA WILL BE UNDER SEPARATE PERMIT. PUBLIC WORKS ACTIVITIES INCLUDE: EROSION CONTROL, LAND ALTERING, STREET LIGHT, RELOCATE FIRE HYDRANT, CURB/GUTTER/SIDEWALK, DRIVEWAYS, STREET TREES WITH TREE WELLS, DEDUCT METER, STORM DRAINAGE, AND STREET USE. Project Valuation: $172,600.00 Fees Collected: $4,799.20 Type of Fire Protection: Sprinklers: YES Fire Alarm: Type of Construction: IIIB Occupancy per IBC: F-2 Electrical Service Provided by: TUKWILA FIRE SERVICE Water District: TUKWILA Sewer District: TUKWILA SEWER SERVICE Current Codes adopted by the City of Tukwila: Internations Building Code Edition: 2012 International Fuel Gas Code: 2012 International Residential Code Edition: 2012 WA Cities Electrical Code: 2012 International Mechanical Code Edition: 2012 WA State Energy Code: 2012 Uniform Plumbing Code Edition: 2012 Public Works Activities: Channelization/Striping: Curb Cut/Access/Sidewalk: 1 Fire Loop Hydrant: 1 Flood Control Zone: Hauling/Oversize Load: Land Altering: Volumes: Cut: 160 Fill: 125 Landscape Irrigation: 1 Sanitary Side Sewer: Number: 0 Sewer Main Extension: Storm Drainage: 1 Street Use: 1 Water Main Extension: Water Meter: No Permit Center Authorized Signature: I hearby certify that I have read and provisions of law and ordinances gov xami nin Date: ed this permit and know the same to be true and correct. All this work will be complied with, whether specified herein or not. The granting of this permit • • s not presume to give authority to violate or cancel the provisions of any other state or local laws regulati c .nst tion or the performance of work. I am authorized to sign and obtain this development permit and .:re: the conditiottached to this permit. Signature: Print Name: Date: 'I-/ 34 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: 26: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 5: The total number of fire extinguishers required for an ordinary hazard occupancy with Class A fire hazards is calculated at one extinguisher for each 1,500 sq. ft. of area. The extinguisher(s) should be of the "All Purpose" (2A, 20B:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (IFC 906.3) (NFPA 10, 3-2.1) 4: The total number of fire extinguishers required for a light hazard occupancy with Class A fire hazards is calculated at one extinguisher for each 3,000 sq. ft. of area. The extinguisher(s) should be of the "all purpose" (2A, 10 B:C) dry chemical type. The travel distance to any extinguisher must be 75' or less. (IFC 906.3) (NFPA 10, 3-2.1) 1: 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) 2: 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) 3: Fire extinguishers require monthly and yearly inspections. They must have a tag or label securely attached that indicates the month and year that the inspection was performed and shall identify the company or person performing the service. Every six years stored pressure extinguishers shall be emptied and subjected to the applicable recharge procedures. If the required monthly and yearly inspections of the fire extinguisher(s) are not accomplished or the inspection tag is not completed, a reputable fire extinguisher service company will be required to conduct these required surveys. (NFPA 10, 4-3, 4-4) 6: Egress doors shall be readily openable from the egress side without the use of a key or special knowledge or effort. (IFC 1008.1.8.3 subsection 2.2) 7: 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) 8: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 9: Door handles, pulls, latches, locks and other operating devices on doors required to be accessible by Chapter 11 of the International Building Code shall not require tight grasping, tight pinching or twisting of the wrist to operate. (IFC 1008.1.8.1) 10: Exits and exit access doors shall be marked by an approved exit sign readily visible from any direction of egress travel. Access to exits shall be marked by readily visible exit signs in cases where the exit or the path of egress travel is not immediately visible to the occupants. Exit sign placement shall be such that no point in an exit access corridor is more than 100 feet (30,480 mm) or the listed viewing distance for the sign, whichever is less, from the nearest visible exit sign. (IFC 1011.1) 11: Every exit sign and directional exit sign shall have plainly legible letters not less than 6 inches (152 mm) high with the principal strokes of the letters not less than 0.75 inch (19.1 mm) wide. The word "EXIT" shall have letters having a width not less than 2 inches (51 mm) wide except the letter "I", and the minimum spacing between letters shall not be less than 0.375 inch (9.5 mm). Signs larger than the minimum established in section 1011.5.1 of the International Fire Code shall have letter widths, strokes and spacing in proportion to their height. The word "EXIT" shall be in high contrast with the background and shall be clearly discernible when the exit sign illumination means is or is not energized. If an arrow is provided as part of the exit sign, the construction shall be such that the arrow direction cannot be readily changed. (IFC 1011.5.1) 12: Aisles leading to required exits shall be provided from all portions of the building and the required width of the aisles shall be unobstructed. (IFC 1013.4) 13: Each door in a means of egress from an occupancy of Group A or E having an occupant load of 50 or more and any Group H occupancy shall not be provided with latch or lock unless it is panic hardware or fire exit panic hardware on rated fire doors. (IFC 1008.1.9) 14: Exit signs shall be illuminated at all times. To ensure continued illumination for a duration of not less than 90 minutes in case of primary power loss, the sign illumination means shall be connected to an emergency power system provided from storage batteries, unit equipment or on -site generator. (IFC 1006.1, 1006.2, 1006.3) 15: Every room or space that is an assembly occupancy shall have the occupancy load of the room or space posted in a conspicuous place, near the main exit or exit access doorway from the room or space. Posted signs shall be of an approved legible permanent design and shall be maintained by the owner or authorized agent. (IFC 1004.3) 16: Emergency lighting facilities shall be arranged to provide initial illumination that is at least an average of 1 foot-candle (11 lux) and a minimum at any point of 0.1 foot-candle (1 lux) measured along the path of egress at floor level. Illumination levels shall be permitted to decline to 0.6 foot-candle (6 lux) average and a minimum at any point of 0.06 foot-candle (0.6 lux) at the end of the emergency lighting time duration. A maximum -to -minimum illumination uniformity ratio of 40 to 1 shall not be exceeded. (IFC 1006.4) 20: Maintain sprinkler coverage per N.F.P.A. 13. Addition/relocation of walls, closets or partitions may require relocating and/or adding sprinkler heads. (IFC 901.4) 18: Sprinklers shall be installed under fixed obstructions over 4 feet (1.2 m) wide such as ducts, decks, open grate flooring, cutting tables, shelves and overhead doors. (NFPA 13-8.6.5.3.3) 17: 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. 2327). 22: An approved manual fire alarm system including audible/visual devices and manual pull stations is required for this project. The fire alarm system shall meet the requirements of Americans With Disabilities' Act (I.B.C.), N.F.P.A. 72 and the City of Tukwila Ordinance #2328. 23: 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 #2328) 21: 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 #2328) (IFC 104.2) 24: An electrical permit from the City of Tukwila Building Department Permit Center (206-431-3670) is required for this project. 25: All electrical work and equipment shall conform strictly to th6 standards of the National Electrical Code. (NFPA 70) 27: The maximum flame spread class of finish materials used on interior walls and ceilings shall not exceed that set forth in Table No. 803.5 of the International Building Code. 28: 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) 19: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2327 and #2328) 29: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 30: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575-4407. 31: ***BUILDING PERMIT CONDITIONS*** 32: 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. 33: 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. 34: The special inspections and verifications for concrete construction shall be as required by IBC Chapter 17, Table 1705.3. 35: 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. 36: Installation of high -strength bolts shall be periodically inspected in accordance with AISC specifications. 37: The special inspection of bolts to be installed in concrete prior to and during placement of concrete. 38: 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. 39: 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. 40: New suspended ceiling grid and light fixture installations shall meet the seismic design requirements for nonstructural components. ASCE 7, Chapter 13. 41: Partition walls shall not be tied to a suspended ceiling grid. All partitions greater than 6 feet in height shall be Iaterially braced to the building structure. Such bracing shall be independent of any ceiling splay bracing. 42: Subgrade preparation including drainage, excavation, compaction, and fill requirements shall conform strictly with the recommendations given in the soils report. Special inspection is required. 43: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 44: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 45: Masonry construction shall be special inspected. 46: All rack storage requires a separate permit issued through the City of Tukwila Permit Center. Rack storage over 8-feet in height shall be anchored or braced to prevent overturning or displacement during seismic events. The design and calculations for the anchorage or bracing shall be prepared by a registered professional engineer licensed in the State of Washington. Periodic special inspection is required during anchorage of storage racks 8 feet or greater in height. 47: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 48: 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. 49: A Certificate of Occupancy shall be issued for this building upon final inspection approval by Tukwila building inspector. 50: Every occupied space other than enclosed parking garages and buildings used for repair of automobiles shall be ventilated in accordance with the applicable provisions of the International Mechanical Code. 51: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206-431-3670). 52: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 53: Preparation before concrete placement: Water shall be removed from place of deposit before concrete is placed unless a tremie is to be used or unless otherwise permitted by the building official. All debris and ice shall be removed from spaces to be occupied by concrete. 54: 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. 55: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431-3670). 56: ***PLANNING PERMIT CONDITIONS*** 57: Signs are not approved as part of this permit. A separate sign permit is required 58: A soils inspection is required after amending the soil, but before any plants are installed 59: 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 60: An inspection to approve the exterior finishes (materials and colors) is required before doing any exterior finish work, to ensure that the finishes approved as part of the design review process are being used. 61: 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. 62: An irrigation plan must be provided for all new and existing landscape areas, including street trees. As agreed to by the applicant, submittal of the irrigation plan was deferred but must be submitted and approved prior to paving of the site. 63: Applicant was allowed to proceed with landscape plan initially showing a new landscaping scheme for the public frontage landscape area, as well as landscape areas shown as "reuse existing mature landscaping" around the building foundation and patio. Applicant must submit and get approved a revised plan for the landscape areas shown as "reuse existing landscaping". These area must also include sufficient ground cover to meet landscape requirements. 64: ***PUBLIC WORKS PERMIT CONDITIONS*** 65: Schedule and attend a Preconstruction Meeting with the Public Works Department (Dave Stuckle, Public Works Inspector and Lynn Miranda, Planning Division), prior to start of work under this permit. To schedule, call Public Works at (206) 433-0179. 66: 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. 67: 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. 68: 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. 69: The City of Tukwila has an undergrounding ordinance requiring the power, telecommunications, and cable service lines be underground. 70: 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 (No flushing allowed). Notify Public Works Inspector before 12:00 Noon on Friday preceding any weekend work. 71: Any material spilled onto any street shall be cleaned up immediately. 72: Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation off -site or into existing drainage facilities. 73: 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. 74: The Land Altering Permit Fee is based upon an estimated 160 cubic yards of cut and 125 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. 75: 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. 76: 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. 77: The exempt meter work shall include a State Department of Health approved double check valve assembly. 78: The deduct meter shall read flow quantities in 100's of cubic feet and shall have a TRPL register that is compatible with the Sensus automatic reading system. 79: The new sidewalk on private property shall be turned over to the City along with appropriate recorded easement documentation prior to the Final Inspection. 80: Maintain emergency, pedestrian, and vehicular access to buildings, and transit at all times. 81: New public sidewalk within Baker Blvd. shall have expansion joints at 12' o.c. with score joints at the midpoints (between the expansion joints). Coordinate with the Public Works Inspector. (Per C.O.T. standard detail RS-11.) 82: (1) Sidewalk and Street Light Easement (2) Bill of Sale and (3) Material List shall be signed by the Owner/Applicant as part of the Turnover process; all prior to Public Works final. As part of the turnover, Owner shall provide As-Builts & an ACAD CD. Owner shall also provide a two (2) year maintenance bond in the amount of 10% x cost of work within the Public right-of-way. 83: Prior to issuance of permit, provide a copy of the Certificate of Insurance Coverage (minimum of $2,000,000 naming the City of Tukwila as additionally insured) for work within the Public right-of-way. 84: Prior to issuance of permit, provide 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. 85: Prior to issuance of permit, sign a Hold Harmless Agreement for work within the Public right-of-way. PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 5170 BACKFLOW - IRR 1700 BUILDING FINAL** 0301 CONCRETE SLAB 5000 CURB, ACCESS, SDW 0611 EMERGENCY LIGHTING 5200 EROSION MEASURES 5210 EROSION MEASURES FNL 1400 FIRE FINAL 5020 FIRE LOOP HYDRANT 0201 FOOTING 0409 FRAMING 0606 GLAZING 5250 ILLUMINATION 5040 LAND ALTERING 5060 LANDSCAPE IRRIGATION 5230 PAVING AND RESTORE 1500 PLANNING FINAL 1600 PUBLIC WORKS FINAL 4027 SI-COLD-FORM WELD 4000 SI-CONCRETE CONST 4046 SI-EPDXY/EXP CONC 4022 SI-MASONRY 4034 SI-METAL PLATE CONN 4028 SI-REINF STEEL -WELD 4035 SI-SOILS 4025 SI-STEEL CONST 4026 SI-STRUCT STEEL 4031 SI-VERT MASON FOUND 4004 SI-WELDING 4032 SI-WOOD CONST 5090 STORM DRAINAGE 5100 STREET USE 0406 SUSPENDED CEILING CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov Building Permit No. D l 1% - DO5'3 Project No. Date Application Accepted:COI/VA c/ Date Application Expires: /NH (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: 402 BAKER BOULEVARD Tenant Name: ODIN BREWERY PROPERTY OWNER Name: MRFH, LLC Mike Flory manager Address: 2305 Hughes Ave. SW City: Seattle State: WA Zip: 98116 CONTACT PERSON — person receiving all project communication Name: Al Robertson Address: 12886 International Avenue South City: Seattle State: WA zip: 98168 Phone: (206) 248-7322 Fax: Email: alr@kiddermatthews.com GENERAL CONTRACTOR INFORMATION Company Name: * Not determined at this time Address: City: State: Zip: Phone: Fax: Contr Reg No.: Exp Date: Tukwila Business License No.: King Co Assessor's Tax No.: 022310-0031,-0032,-0034 Suite Number: New Tenant: Floor: Yes ..No ARCHITECT OF RECORD Company Name: Lance Mueller & Associates Architect Name: Bob Fadden Address: 130 Lakeside #250 City: Seattle State: WA Zip: 98122 Phone: (206) 325-2553 Fax: (206) 328-0554 Email: bfadden@lmueller.com ENGINEER OF RECORD Company Name: Terraforma Design Group, Inc. Engineer Name: Pedro DeGuzman, PE Address: 5027 51st Avenue SW City: Seattle State: WA Zip: 98136 Phone: (206) 923-0590 Fax: Email: pedro@nwlink.com LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) Name: Not Applicable (no lender) Address: City: State: Zip: H:\Applications\Fornts-Applications On Line \2011 Applications'Permit Application Revised - 8-9-11.docx Revised: August 2011 bh Page 1 of 4 BUILDING PERMIT INFORMATION — 206-431-3670 Valuation of Project (contractor's bid price): $ 150,000 Existing Building Valuation: $ 825,000 Describe the scope of work (please provide detailed information): Exterior remodeling consisting of an entry canopy, mechanical equipment screen, entry doors and sidelights, sidewalks, landscaping, and painting. Interior remodeling consisting demolishing existing rest rooms business offices and showroom and construction of new rest rooms, offices, lunch room, tasting and sales area. Installation of brewing equipment, refrigerated storage and other associated work within the production area will be under separate permit. Will there be new rack storage? ❑ Yes Z.. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below Existing Interior Remodel Addition to Existing Structure New Type of Constriction per IBC Type of Occupancy per IBC 1" Floor 12,825 2,418 III B 411-43-- 2nd Floor�� 3rd Floor Floors thru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: 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: 32 Compact: 0 Handicap: 2 Will there be a change in use? Yes ❑ No If "yes", explain: See Development Agreement FIRE PROTECTION/HAZARDOUS MATERIALS: Existing. No changes. ® Sprinklers ❑ Automatic Fire Alarm ❑ 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 ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:Wpplications\Forms-Applications On Line12011 Applications\Permit Application Revised - 8-9-11.docx Revised: August 2011 bh Page 2 of 4 PUBLIC WORKS PERMIT INFORMATION 206-433-0179 Scope of Work (please provide detailed information): Proposed removal of the existing sidewalk and driveways and construction of new 15-foot wide sidewalk and 2 new driveways. New street trees and one street light. Minor alterations to the existing fire hydrant and private storm manhole. Ca11 before you Dig: 811 Please refer to Public Works Bulletin #1 for fees and estimate sheet. Water District m ...Tukwila ❑ ... Water District #125 0 ...Water Availability Provided Sewer District l ...Tukwila 0 ...Sewer Use Certificate ❑ .. Highline ❑ ...Valley View ❑ .. 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): VI ...Civil Plans (Maximum Paper Size — 22" x 34") ® ...Technical Information Report (Storm Drainage) 0 ...Bond ❑ .. Insurance 0 .. Easement(s) Proposed Activities (mark boxes that armlv): ❑ ...Right-of-way Use - Nonprofit for less than 72 hours El ...Right-of-way Use - No Disturbance ❑ ...Construction/Excavation/Fill - Right-of-way ❑ Non Right-of-way ❑ ® ...Total Cut m ...Total Fill 209 cubic yards Per David McPherson, 24"x36" ok ❑ .. Geotechnical Report ❑ .. Maintenance Agreement(s) 0 ...Traffic Impact Analysis ❑ ...Hold Harmless — (SAO) ❑ ...Hold Harmless — (ROW) ❑ .. Right-of-way Use - Profit for less than 72 hours ❑ .. Right-of-way Use — Potential Disturbance 164 cubic yards ❑ .. Work in Flood Zone m .. Storm Drainage Lower ex. manhole l i d ❑ ...Sanitary Side Sewer ❑ ...Cap or Remove Utilities ❑ ...Frontage Improvements ❑ ...Traffic Control ❑ ...Backflow Prevention - Fire Protection Irrigation Domestic Water ❑ ...Permanent Water Meter Size... ❑ ...Temporary Water Meter Size .. ❑ ...Water Only Meter Size ❑ ...Sewer Main Extension Public ❑ ...Water Main Extension Public ❑ .. Abandon Septic Tank ❑ .. Curb Cut m .. Pavement Cut ❑ .. Looped Fire Line ❑ .. Grease Interceptor ❑ .. Channelization .. Trench Excavation ❑ .. Utility Undergrounding WO # WO # WO # m ...Deduct Water Meter Size 1 " Private ❑ Private ❑ Relocate Fire Hydrant & SDMH lowering per Road Permit FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) 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 A:Wpplications\Forms-Applications On Line 12011 Applications\Pennit Application Revised - 8-9-11.docx Revised: August 2011 bh Page 3 of 4 PERMIT APPLICATION NOTES 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 OW RIZED G • Signature: Date: 02/13/2014 Print Name: Lance Mueller & Associates - Bob Fadden Day Telephone: (206) 325-2553 Mailing Address: 130 Lakeside Suite 250 Seattle WA 98122 City State Zip Applications\Forms-Applications On Line\2011 Applications'Permit Application Revised - 8-9-11.docx Revised: August 2011 bh 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 ODIN BREWERY PERMIT # j jV- 00 '3 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 $250 (1) 2. Enter total construction cost for each improvement category: Mobilization $1,500.00 Erosion prevention $100.00 Water/Sewer/Surface Water $3,000.00 Road/Parking/Access $18,000.00 A. Total Improvements $22,600.00 3. Calculate improvement -based fees: B. 2.5% of first $100,000 of A. $565.00 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) 5. Enter total excavation volume 160 cubic yards Enter total fill volume 125 cubic yards $ 565.00 (4) Use the following table to estimate the grading plan review and permit fee. Use the greater of the excavation and fill volumes. 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 lsr 200,000, PLUS $7.25 for each additional 10,000 or fraction thereof. GRADING Plan Review and Permit Fees $ 37.00 (5) TOTAL PLAN REVIEW AND APPROVAL FEE DUE WITH PERMIT APPLICATION (1+4+5) $ 852.00 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 01.01.11 1 BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees 6. Permit Issuance/Inspection Fee (B+C+D) 565.00 (6) 7. Pavement Mitigation Fee $ 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 Review 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. Approved 09.25.02 Last Revised 01.01.11 2 60.28 (8) BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees 9. TOTAL OTHER PERMITS A. Water Meter — Deduct ($25) B. Flood Control Zone ($50) C. Water Meter — Permanent* D. Water Meter — Water only* E. Water Meter — Temporary* * Refer to the Water Meter Fees in Bulletin Al Total A through E $ 0.00 (9) 10. ADDITIONAL FEES A. Allentown Water (Ordinance 1777) $ B. Allentown Sewer (Ordinance 1777) $ C. Ryan Hill Water (Ordinance 1777) $ D. Allentown/Foster Pt Water (Ord 2177) $ E. Allentown/Foster Pt Sewer (Ord 2177) $ F. Special Connection (TMC Title 14) $ G. Duwamish $ H. Transportation Mitigation $ I. Other Fees $ Total A through I $ 0.00 (10) DUE WHEN PERMIT IS ISSUED (6+7+8+9+10) $ 625.28 ESTIMATED TOTAL PERMIT ISSUANCE AND INSPECTION FEE This fee includes two inspection visits per required inspection. Additional inspections (visits) attributable to the Permittee's action or inaction shall be charged $60.00 per inspection. WATER METER FEE Permanent and Water Only Meters Size (inches) Installation Cascade Water Alliance RCFC 01.01.2011-12.31.2011 Total Fee 0.75 $625 $6005 $6630 1 $1125 $15,012.50 $16,137.50 1.5 $2425 $30,025 $32,450 2 $2825 $48,040 $50,865 3 $4425 $96,080 $100,505 4 $7825 $150,125 $157,950 6 $12525 $300,250 $312,775 Approved 09.25.02 Last Revised 01.01.11 Temporary Meter 0.75" $300 2.5" $1,500 3 Cash Register Receipt City of Tukwila DESCRIPTIONS ACCOUNT QUANTITY PAID PermitTRAK 159.00 D14-0053 Address: 402 BAKER BLVD 1 Apn: 02231000: 1 $159.00 PUBLIC WORKS FILING AND RECORDING FEES TOTAL FEES PAID BY RECEIPT: R2671 R000.341.200.00.00 0.00 $159.00 $159.00 Date Paid: Thursday, July 24, 2014 Paid By: ADAM N LUNDBERG Pay Method: CREDIT CARD 025722 Printed: Thursday, July 24, 2014 2:28 PM 1 of 1 YST'EM5 Cash Register Receipt City of Tukwila DESCRIPTIONS PerrnitTRAK ACCOUNT QUANTITY PAID $65.00 D14-0053 Address: 402 BAKER BLVD 1 Apn: 0223100031 $65.00 DEVELOPMENT ADDITIONAL PLAN REVIEW TOTAL FEES PAID BY RECEIPT: R2602 R000.345.830.00.00 1.00 $65.00 $65.00 $65.00 Date Paid: Wednesday, July 16, 2014 Paid By: ADAM LUNDBERG Pay Method: CREDIT CARD 025718 Printed: Wednesday, July 16, 2014 2:27 PM 1 of 1 SYSTEMS Cash Register Receipt City of Tukwila DESCRIPTIONS ACCOUNT QUANTITY PAID $65.00 65.00 ............. DEVELOPMENT $65.00 ADDITIONAL PLAN REVIEW TOTAL FEES PAID BY RECEIPT: R2392 R000.345.830.00.00 1.00 $65.00 $65.00 Date Paid: Tuesday, June 17, 2014 Paid By: ADAM M LUNDBERG Pay Method: CREDIT CARD 035336 Printed: Tuesday, June 17, 2014 10:33 AM 1 of 1 CSYSTEMS Cash Register Receipt City of Tukwila DESCRIPTIONS Permits s ACCOUNT QUANTITY PAID D1290.41 DEVELOPMENT $1,941.10 PERMIT FEE R000.322.100.00.00 $1,936.60 WASHINGTON STATE SURCHARGE B640.237.114 $4.50 PUBLIC WORKS $1,221.50 PERMIT ISSUANCE/INSPECTION FEE R000.342.400.00.00 $565.00 CONSTRUCTION PLAN REVIEW R000.345.830.00.00 $565.00 GRADING PLAN REVIEW R000.345.830.00.00 $37.00 GRADING PERMIT ISSUANCE R000.342.400.00.00 $54.50 TECHNOLOGY FEE $127.81 TECHNOLOGY FEE R000.322.900.04.00 $127.81 TOTAL FEES PAID BY RECEIPT: R1978 $3,290.41 Date Paid: Wednesday, April 30, 2014 Paid By: ALAN D ROBERTSON Pay Method: CHECK 1228 Printed: Wednesday, April 30, 2014 11:56 AM 1 of 1 CRWSYSTEMS 44. Cash Register Receipt City of Tukwila DESCRIPTIONS PerarlitTRAl ACCOUNT QUANTITY PAID 2 DEVELOPMENT $1,258.79 PLAN CHECK FEE R000.345.830.00.00 $1,258.79 PUBLIC WORKS $250.00. BASE APPLICATION FEE TOTAL FEES PAID BY RECEIPT: R1262 R000.322.100.00.00 $250.00 $1,508.79 Date Paid: Friday, February 14, 2014 Paid By: ALAN D ROBERTSON Pay Method: CREDIT CARD 014847 Printed: Friday, February 14, 2014 11:02 AM 1 of 1 CRIOVS INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670'"` Permit Inspection Request Line (206) 431-2451 Protect: Type of Inspection: Address: Date Called: Special Instructions: Date Wanted Requester: Phone No: EApproved per applicable codes. aCorrections required prior to approval. COMMENTS: SPECTION FEE REQUI ' D. Prior to next inspection. fee must be p id at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit pill -0053 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 431-2451 (206) 431-3670 Profec_t: 0 dm Onimeiti, Type of Inspection: Address: Specia Instructions: Date Wanted: Requester: 44014 Phone No: Approved per applicable codes. O Corrections required prior to approval. OMMENTS: 1/21A. ram. r re_4, - pta45 r0c4C- id fhit!' Inspector , , ifrilf& taDate: t, n 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 l) r- `©0 53 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-367 Permit Inspection Request Line (206) 431-2451 Project °Pia grAis,g7 Type of Inspects n: Addre Date Called: i Specia Instructions: — Date Wanted: a.m. (p n t Ni ►( Requester: Phone No: Approved per applicable codes. orrections required prior to approval. COMMENTS: Alee.a Spy4-( F:naL e l'Ai S) fi4 r e i P AA f A Li 1\1"' ( -- 1e 4 A- i -7- 0' lh-- ./` JATSI /1..5 1 All t I f re A ToVi,P Ay'_=, f hi if vuis an( 04 r , 1 e 7 /0 V &1e e p i -1 Q,J i.tAiAr/ s iv,'or �v 3v.I i 1(oIA(, ryAA r)f c Li A/1 f nef A Pilot; c 4,3ore ; Ai ,_,'S piA 4 . --)T —&-E;freC- /.91 i/t1AE4t r-Ii r (roUAA tifA- A ee? , ..-- (4 Date:� 21 ` REINSPECTION REQUIRED. Prior to ne4 inspection. fee must bd paid at 6300 Southcenter Slvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy P with permit V1L: 1. P RMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 431-2451 Type o Inspecitior Address. Special nstructio Date Wanted: Requester: Phone No. Approved per applicable codes. Corrections required prior to approval. COMMENTS: REINSPECTION FE(R UIREEt. 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 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300. Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431=3670 Permit Inspection Request Line (206) 431-2451 Project: . Special instructions: Addres Type spection: ofyr AA,n Date Called: Date Wanted- % Requester: Attu:me No: Approved per applicable codes. Dcorrections required prior to approval. COMMENTS: L REINSPECTION FEE REQ MED. Date: / )) (?mil. Prior to next inspection. fee must be paid at 6300 Southcenter'Blvd.. Suite 100..Callto schedule reinspection. INSPECTION RECORD Retain a copy with permi PERMIT NO. 0 CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 431-2451 Project: rilf , CPtAler/ Type spection: Addres Date Called: Special Instructions: Date Wante 1 Pi a.m. Requester: Alone No: QApproved per applicable codes. Corrections required prior to approval. COMMENTS: i inspecte Date;..- `�-i4 Q REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Callao schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NUMBER PP/ ,PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project: N 0 J Tyke of Inspecti ` : b---fr----c35 7/Pi ri p-7.-- Address:/ .2 Suite #: I 9 - Contact Person: Special Instructions: Phone No.: pproved per applicable codes. COMMENTS: I I Corrections required prior to approval. e s 5 (Nit. . _ter. M Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Mbnitor: Pre -Fire: Permits: Occupancy Type: ': Inspector: /, 1 / h a_-- Date: sr/6/N Hrs.: n $100.00 REINSPECTION FEE REQ RED. You will receive an invoice from. the City of Tukwila Finance Department. CalB l to schedule a reinspection. Billing Address Attn: Address: City: Word/Inspection Record Form.Doc Company Name: State: 6/11/10 Zip: T.F.D. Form F.P. 113 INSPECTION RECORD Retain a copy with permit INSPECTION NUMBER PERMIT NUMBERS CITY OF TUKWILA FIRE DEPRTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project: - ti Fc47-e.....e.s2-r7 Type of Inspection: Q.......-- */ /‘, Address: �/ Suite jt: VO Z ee.- j ✓e./ *✓ v7 C�6 ntact Person: Spel Instructions: Phone Flo,: Approved per applicable codes. COMMENTS: riCorrections required prior to approval. 7 i 6° 57A6, e../(1fAi..; AMC-- ') — ahryrr TZ'CLk .p c k 6/4 '0,u/py pir43414 Aai/4s Z6/ V,949r . .1l7 ./A"Sletikci Cold , /hgo �-, Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct:` Monitor: Pre -Fire: Permits: Occupancy Type: Inspectors , J Date: 7/Zq// y Hrs.: /. 0 fl $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Address: City: Word/Inspection Record Form.Doc Company Name: State: 6/11/10 Zip: INSPECTION RECO Retain a copy with permit INSPECTION NUMBER b(`i-o3 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 4 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project: ©D h1 Type of Inspection: 7 Address: j Suite #: C( Z c 4 �j Contact Pe -* n: , Speal Instructions: Phone No.: ri Approved perpplicable COMMENTS: / oter.,..... t/off Corrections required prior to approval. /0 4 �-- 101 `C C ,,,i �- Z37 /7 hurl' eZ a•-e i/7s1% "rid c Needs Shift Inspection:`h Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Tyler. f Inspector: ,� ,‘00/6-3 Date: 7— Z f -- it( Hrs. t p $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Calf to schedule a reinspection. Billing Address Attn: Address: City: Word/Inspection Record Form.Doc Company Name: r State: Zip: T.F.D. Forn F.P. 113 INECTIO RECORD in a cop with permit INSPECTION U ' : ER PERMITNUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project: 01)1 N .. Q-r Type of I pection: " SP Address: Suite #: YO a AV(2. Mi..0( Contact Person: Special Instructions: Phone No.: ri Approved per applicable codes. COMMENTS: VCorrections required prior to approval. //v /Y . r,. t ( iie- Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: ,. Permits: Occupancy Type: Inspector:- /5--3 Date: 74y//y Hrs.: A5 n $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. CaII to schedule a reinspection. Billing Address Attn: Address: City: Word/Inspection Record Form.Doc Company Name: State: 6/11/10 Zip: 11* %. oeoTG 5T 741 Marine Drive, Bellingham, WA 98225 www.geotest-inc.com 20611 67th Ave. NE, Unit A, Arlington, WA 98223 phone: (360) 733.7318 toll free: (888) 251.5276 fax: (360) 733.7418 SPECIAL INSPECTION SUMMARY PROJECT: Odin Brewery JOB #: 14-0222 ADDRESS: 402 Baker Boulevard, Tukwila, WA DATE: 07/18/2014 CLIENT: MRFH, LLC PERMIT #: D140053 CONTRACTOR: AML Construction & Development LLC PAGE: 1 of 1 This letter summarizes our testing and inspection efforts for the Odin Brewery project located in Tukwila, Washington. GeoTest's services took place from May 19, 2014 through June 9, 2014. Our testing and inspections included the following scope of work: TEST/INSPECTION ITEM REFERENCE • Earthwork Soil Observation Report S0001 • Reinforced Concrete Concrete Break Report CB001 • Structural Masonry Masonry Inspection Report MI001 • Structural Steel Structural Steel Inspection Report SS001 • Proprietary Anchors Adhesive Anchor Inspection Report AA001 All work requiring special inspection for the project to date has been completed. To the best of our knowledge the inspected work is in conformance with the approved project plans and specifications and the applicable workmanship provisions of the International Building Code. All laboratory tests performed by GeoTest have met or exceeded the minimum test requirements. This is GeoTest's final testing and inspection submittal for the Odin Brewery project. If we can be of further assistance, please contact the undersigned. Copies: MRFH, LLC AML Construction & Development LLC Grant Richardson Technical Director This report shall not be reproduced except in full, without the written approval of GeoTest Services, Inc. EP STRUCTURAL AIENGINEERS Engineers Northwest Inc., P.S. r" ODIN BREWERY T.I. 402 Baker Blvd. Tukwila, WA 98188 STRUCTURAL CALCULATIONS 2012 International Building Code February 10, 2014 ENW Project No. 13000133 bp+'OOs3 • • RECEIVED CITY OF TUKWILA FEB 1 4 2014 PERMIT CENTER • 9725 Third Avenue NE . Seattle. WA 98115 . 205.525.7550 . fax 206.522.6668 www.enSineaanw.com ENWENGINEERS NORTHWEST, INC., P.S. — STRUCTURAL ENGINEERS 9725 THIRD AVE NE, Surrt 207, SEArrLE, WA 98115 (206) 525-7560 FAX (206) 522-6698 PROJECT # 3 c'ar"" PROJECT OD/AI /3/200-/exr7" 7"."-t DATE SUBJECT SHEET / OF BY L , 04:42E X-0/g.- I lettg Igetc4om_y /4‘,4)'; lig, 14pm„ (ukrt s!sek-oAiD L#4r • . e,' I r A 1 , . ! i ! e5 ee zirs ' t ---t !con.6*7i 144vNI)e 4- I' _ .., _ .... , , . Clrgft Pre r IP+. -t- - ... *AO 40 3 *-5*L.I-/2zZZoz /r. 441- r P 96,e .. - r , I I, I ; I : $1,•.--; 1 I I -i 1 7 I -71 r --4 1 I ! 1 ... 1 ii .• I , 1 i , I- , • , : , .• , , , 1 I ; , r- f ---r •i t 1 7 - i • t ---!, .---, ! ' ! ! ! i ! ' • i I , -' -1 . i,,,,.,:„ 1 ___1._ , ,,,,.. ..,... ... , . .., ._....„... _... , „ I 1-1-!,--7,i i,.1,,, 4 • r .. , I f ; , -1- --,- 7 . I . ; 1 I --I - ; 1 1 I ; r ; ; i I r- I I I - . ... • _ I i ; ; i i ; 4- - 4 -I- - --- ... ---,------r--- - - ,, ---- 1 ! , i 1 1 ; . ! I I i i i t ; - ; I ; 1 . ; , ; I Design Maps Summary Report Page 1 of 2 ® mums Design Maps Summary Report User -Specified Input Report Title Odin Brewery Fri January 10, 2014 00:23:39 UTC Building Code Reference Document 2012 International Building Code (which utilizes USGS hazard data available in 2008) Site Coordinates 47.45856°N, 122.25202°W Site Soil Classification Site Gass D - "Stiff Soil" Risk Category I/II/III USGS—Provided Output S.= 1.452g S,= 0.541g Sim. s SIM_ 1.452 g 0.811 g S..s 0468g Sin as 0.541g 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 NEtiRP' building code reference document. MCEa Response Spectrum 1.45 1.50 1. 1 20 1-05 0.10 0.75 0.40 0.45 0.20 015 0.00 0.00 0.20 0.40 0.40 0.00' 1.00 1.20 1.40 Peeled. T (sd 1.40 1.a0 2.00 Design Response Spectrum Peeler, T (sd http J/geohazards.usgs.gov/designmaps/us/summary.php?template-ninimaldtiatitude=47.45... 1 /9/2014 ENWENGINEERS NORTHWEST, INC., P.S. STRUCTURAL ENGINEERS PROJECT # SUBJECT PROJECT 9725 THIRD AVE NE, SurrE 207, SEATTLE, WA 98115 (206) 525-7560 FAX (206) 522-6698 e:70/A/ ORevAe7e-/ e4A/oPy DATE SHEET ‘.3 OF BY ... 4 -4 : 1 - t• 11- — -4 1 -t- ; i • ; I T 1 1 I I' 1 -- i ----- - ENW ENGINEERS NORTHWEST, INC., P.S. STRUCTURAL ENGINEERS 9725 THIRD AVE NE, SurrE 207, SEATTLE, WA 98115 (206) 525-7560 FAX (206) 522-6698 PROJECT # PROJECT Opi"i faee%ve/LY DATE Suamcr SHEET OF eNiv° fi7e4fri/A/4 BY ; l 4-! i i - .i• - ; • .l i i ! .1,!,?_,)A1.0. .. . .... .. 1:7... • _ AseF 7-7 10 ... leis • .. c 40.0960'1') , - • • 0/4./)711:: go 32iasi i _._ i ... .- - : --i- . • . to, OS • . • 4-r. x-14,24;4: -r . !a/ARL; . /4. szi. (0 2.;) 0--9) ---. /7.?07t t'F' p_.4'..*.4:.*__' c.T .".• 51M :_ _ ' -r4 i, , 1 i--• , p., ft,,, IZ ( 6. OA t .? • q; :', ".'. 4P • i 5 1 ar 1 ff./4.i) 40. ie' 6,:. 4.1 — z+- il- "C., . . (os /5)r3tk ... j 4 • (..?. • 1 f • I .iL *_.1... I I .l. I ! - 4 _ k.. 41141Z.,=C .. t 1-47 = ,r7V ifle • L I . . . _. . , ... • 1 1 1,_ • , I 1 I I • - I --- i . i ! I l i 1 ---i- --il- 1 - -.1 uw 4. i CUla nm 1 EN%V ENGINEERS NORTHWEST, INC., P.S. ^• STRUCTURAL ENGINEERS 9725 Tim AVE NE, Stnre 207, SEATTLE, WA 98115 (206) 525-7560 FAx (206) 522-6698 PROJECT # PROJECT OV //v f Re P.1E7147 DATE SUBJECT SHEET 7 OF BY uaf.i Ft' 4-gZ "rnxtss I 1rcescaLre- 4-11 Orr...'a 13 4/ CA $. .nAY L?i _.ro ' 1 I i ,4,)k Qt ?. Oi -&r! t Q i SN o1 • J� : yy i !� Otis p.(o►- 4:6 9.7 °.;Gk 1 +"y i (-'S45'4� i s----r---r i i I f f t i51 . 0i3141'': -± ENWENGINEERS NORTHWEST, INC., P.S. STRucTuRAL ENGINEERS PROJECT # /3015-5 PROJECT 9725 THIRD AVE NE, SUITE 207, SEATTLE, WA 98115 (206) 525-7560 FAX (206) 522-6698 OOM/ )3/2r4.ASte-4 DATE SUBJECT SHEET 6 OF 04/voti --- rt _fh$12,,r ft, BY - /4 4Z4r- // • - ze_4-• -- _ • . • .. ! Pei/L-s 5111.= ,41•4(%,S)- .BeP 6 - .. . : I . I ; • -- i- _ _i _ .._i _ , ...1. .i... 1.., • 11 -I. .1.. 6 24 i t ri 1- i ! -,- ! 1 ! 1 • r • ; I I • i' • 1" -- • • ...... + • t -4 .... ; 5: I i 1 I I I - • 1 - 1-- ; I , i I I ! i ! • 1 1- --1- --f- -----t ..... . ..... . ENWENGINEERS NORTHWEST, INC., P.S. ' STRUCTURAL ENGINEERS PROJECT # / 3 Ot7o 133 PROJECT 9725 Unto AVE NE, Surrt 207, SEATrr.E, WA 98115 (206) 525-7560 FAX (206) 522-6698 Ott/A-/ ae-e,"Jacf T•T DATE SUBJECT SHEET---1—OF C�gnooPy ties i4r-/ 5.13'r : -.....i....wola3T _- Diu - 1- 1001. N .f � i &time 0 CO( 4,sewr ,, Z.1 straw : 3,2 4 r • BY .13 1 , 114-13 : «if. US L• %,WSJ lLf.1, 1 1 -71 MO Di i t t 14 .._ D. 0= ip. 0 0 ;0 i i 7- I •i ').'14 i 1 1 • ! 1 Voiumn; M7 Shape: HSSSX6X8 Mats: A500 Or.46 Length: 21 ft I Joint N1 J Joint N2 LC 4: all loads Code Check: 0.429 (bending) Report Based On 97 Sections AISC 360-05: ASD Cods Chock Direct Analysis Method Max Bending Check 0.429 Location 0 ft Equation H1-1b Bending Flange Compact Bending Web Compact Fy Pnc/om Pntom Mny/om Mnz/on Vny/om Vnz/om Tn/on Sway Max Shear Check Location 0 ft Max Dell Ratio L/67 Compression Flange Non -Slender Compression Web Non -Blander L Comp Flange 9.67 ft Toque Length NC Taub 1 IE1 w ENGINEERS NORTHWEST, INC., P.S. STRUCTURAL ENGINEERS PROJECT PROJECT 9725 THIRD AVE NE, Sum 207, SEATTLE, WA 98115 (206) 525-7560 FAX (206) 522-6698 DATE SUBJECT SHEET // OF ENWENGINEERS NORTHWEST, INC,, P.S. STRUCTURAL ENGINEERS pitojEcT # /340044 35 PROJECT 05VA"/ 9725 nuns AVE NE, SUITE 207, Si-r, WA 98115 (206) 525-7560 FAX (206) 522-669S DATE SURJECT SHEET OF ENOWEERS4IORTHWEELINC.P.S. 0721 UMW A. N.E. MUTE 207) !WATTLE, WA. fails Property of Ems Nonnweet, inc., SeMIIs - taw by ethers unientul SET 3 OF Rev. 6126A4 JOB N! 13000133 I JOB NAME :-4001 armory TI Egg : - DESIGN of Square Tub. Steel (HISS) Strong backs Q new waN openings, eta WALL STRONG BACK LOCATION.- N4w $swot Grkl $ WILL Input cells: ►fSB ■ 13.91 ft. ROOF ( Wall support lit. ) i+ss. sTRONcACK OPENING Cow must occur between 1st. coon above lop of door h floor or eft max.) 4 • r• I. w11 rt WEN s JN■ Dura00n factor 0.00 ?s33 0.33 wind lead • COO seismic teedf TrisI Oq. t000 site it4 4 lateral design ised • Iswam • in4 T■C■ s has 0.00 033 1.43 14.00 ups 143 10 Imes.■ 0.00 t3 maws. IN 4.41 ttmera■ 2.24 ACTUAL DEFLECTION • 0.73 ALLOWABLE DEFL.(12W16O) - 1.44 4 ins in in. T•CRene Me ■ 1.00 ,.npih WO psi Urn pet Ballog 1113 0 (cowl just above door) 044 0 Sop connection) 1707 (IN v.4.L MOM "ir' ) f007 0-ft T a►wt.= V was 1103 6 tMUcoos. WALL WITH IU 1IXADCIM STRONG SACK IS OK FOR LATERAL LOAD $I4OWN ins IXIXIM weighs 11.02 pN .» .,S. SLEET • OF e AVE > SEAM. Papaw of Engine= Msr*Iawst. Inc.. Seale Use Jpy Maws untrwhi LOCATION :— MASONRY LINTELS (SINGLE ANGLE) WITH SUPERIMPOSED LOADS (vertical bars saw) 2000 MC / ACI 130.00 t Alf •44 / TM 402-04t AISC 100.O11 MASONRY WEIGHT DESdGN OPENING ANGLE SIZE VERTICAL. MOLE LEGS HORIZONTAL ANGLE LEG• 4 ANGLE THICKOIESS a SUS ANGLE WEIGHT = 12.3 Ik • 13.4 Si,• 3.30 I, s 4.114 A • 3:01 x • 0.033 y• 1.03 TOTAL MASONRY WT.• 1311 TOTAL ANGLE WT.• 73 .! • 0.1770 C • 0.3000 31.2 1.' fir ■ O3.30 1 • 27.119 Fs1•lt, MA • 10.71 ANGLE OEFi2CTION = CO27 $J• 27M In." E • 20000000 psi u • 0.27 • POISSONS RATIO O ■ 11417323 a E/2(141) b ■ ANGLE LEG WIDTH MNUS HALF LEG THICKNESS t * ANGLE LEG THICKNESS L ■ ANGLE LENGTH • DESIGN OPENING po clr. of beet* J • SIAM%p LP• 404.+NE>*0'+(f11 C ` SUDANIs 1en0 Fy ■ 30.000 psi Ares w bad to snob .1 UNTIL AMU ath SOT ANON ki ksl DESIGN OPENING • 0.33 ksl (Dead toad ) in. IC NO ...y OK WOO • 0.127 In. Msainum MswaMe dM0edisa = l. i 0.027 ANGLE MOMENT = 1d.31 kiain. ANGLE fb _ WO. 1-Nh1= F.2*IIPedmpesedbe* • MOMENT (sue _ P (superimposed) • P(sYpurkNppaad)• P (superimposed) s w (supsdmposod) • w (superimposed) w(= S.11 11.11112 0.710 10.23 30.415 LOU 4.220 2.0E0 0.040 1.003 4.1140 From : - March 1001 ASCE - avail ibtoi nsrirp OK lad -OK4*PM OK<1.00 LEFT FOR SUPERIMPOSED LOADS S kN (Rd1.7) ( Dead S U , Loads ) kicks. P EMA NM 3 MOMINtT CAPACITY kips LIMITED EY STRESS kips LIMITED EY DEFLECTION kips i:ONTROL*O "P' .--- kipent. UMW O EY STRESS *Pea LOWED SY DEFLECTION Idpe t. CONTROUNO "or ' 4111 CHOOSE EITHER THE POINT OR U$IFOROA &Wm/ WAD M1 THE 00 DEGREE TRIANGLE MOAN ABOVE Nt. s5.40 3. ' NOTE :- The 2004 MSJC masonry sods Section 1.13.3.1 & ACI 4304WASCE $4 TM8 402.00 MI Mott lintels supporlhN masonry to Ll000 for total load dslbc*sn. Older codes up to 2002 den specify a nwudmum dslba Ten of 0.3". ENWENGINEERS NORTHWEST, INC., P.S. STRUCTURAL ENGINEERS 9725 THIRD Ave NE, SurrE 207, SEATTLE, WA 98115 (206) 325-7560 FAx (206) 522--6698 PROJECT # PROJECT OD1N $0 me'-1 DATE SUBJECT SHEET !S O DESCRIPTION Eon 303 - W1 and 303 -W2 are compact, low profile, dimmable, ADA compliant LED luminaires. Model 303 - W1 provides either uptight or downlight depending upon how it is mounted. Model 303 -W2 provides both uplight and downlight simultaneously. Dimming is achieved with a standard ELV reverse phase dimming driver or, for the 303 - W1 model only, an optional 0 - 10V dimming driver. Both models mount directly to any wall surface over a standard 4" jbox and come standard with a universal input LED driver (120 - 277V, 50/60 Hz). Both fixtures may be used indoors or outdoors and carry an IP66 rating. SPECIFICATION FEATURES A ... Material Head and backplate are precision - machined from corrosion -resistant 6061-T6 aluminum, C360 brass, C932 bronze, C110 copper or 303/304 stain- less steel. B ... Finish Fixtures constructed from aluminum are double protected by a RoHS com- pliant chemical film undercoating and polyester powdercoat paint finish, surpassing the rigorous demands of the outdoor environment. A variety of standard colors are available. Alu- minum fixtures can also be brushed and clear coat painted. Brass, Bronze, Copper or Stainless Steel Fixtures constructed from brass, bronze, copper or stainless steel are left unpainted to reveal the natural beauty of the material. Brass, bronze and copper will patina over time. C ... Gasket The backplate is sealed with a high temperature silicone gasket to pre- vent water intrusion into the jbox. 303-W1 0.85' 21mm COOWIR Lighting www.cooperlighting.com D ... Lens Diffused, tempered glass lens, fac- tory sealed with high temperature adhesive to prevent water intrusion and breakage due to thermal shock. EDGE LIT option: when specified with the EDGE option, the glass will be slightly thicker, diffused, tempered and sealed in the same manner referenced above. The added glass thickness will offer a brigher line of light around the edge of the glass that will accentuate the fixture's aesthetics and styling. E ... Mounting Both models mount directly to a standard 4" jbox. Model 303 - W1 provides downlight or uptight. Model 303 -W2 provides non-adjustable uptight and downlight. F ... Hardware Stainless steel hardware is standard to provide maximum corrosion - resistance. G ... Electrical Both models comes standard with a universal input LED driver (120-277, 50/60Hz). The standard driver is ELV reverse phase dimmable. For the single head model only, 303 - W1, an optional 0 - 10V dimming driver is also available. CORRECTION 303-W2 OBS VICDC\ 4.75" 121mm T 4.75" 121mm H ... LED LEDs are included and available in three color temperatures (2700K, 3000K & 4000K) and a variety of optics. Both color temperature and distribution must be specified when ordering - see reverse side for details and catalog logic. For the up and down model, 303 -W2, the uplight is always aT5X, type V extra wide flood. The specified distribution (T2,T4 or T5) is assoicated with the downlight. I ... Labels &Approvals UL and cUL listed, standard wet label. IP66 rated. J ... Warranty Lumiere warrants it's fixtures against defects in materials & workmanship for five (5) years. Auxiliary equipment such as transformers, ballasts and LED drivers carry the original manufac- turer's warranty. 1.57" 40mm I/DMA 4.75" 1 121mm 4.75" 121mm ecl lc n an o8 to cwithort notice. Consuk radd tons lumiere EM11-1 303-W 1 /303-W2 8.8W LED 17.6 W LED LED WALL IP66 RECEIVED CITY OF TUKWILA APR 1 0 2014 ERMIT CENTER LED INFORMATION LED Watts Distribution Total Lumens CRI °K Life (hrs.) Volts T2, 2700K 8.8 Type II - Lateral Throw 364 95 2700 50000 120V - 277V, 50/60 Hz T2, 3000K 8.8 Type II - Lateral Throw 85 3000 50000 120V - 277V, 50/60 Hz T2, 4000K 8.8 Type II - Lateral Throw 607 65 4000 50000 120V - 277V, 50/60 Hz T4, 2700K 8.8 Type IV - Forward Throw 340 95 2700 50000 120V - 277V, 50/60 Hz T4, 3000K 8.8 Type IV - Forward Throw 85 3000 50000 120V - 277V, 50/60 Hz T4, 4000K 8.8 Type IV - Forward Throw 566 65 4000 50000 120V - 277V, 50/60 Hz T5X, 2700K 8.8 Type V - Flood 381 95 2700 50000 120V - 277V, 50/60 Hz T5X, 3000K 8.8 Type V - Flood 85 3000 50000 120V - 277V, 50/60 Hz T5X, 4000K 8.8 Type V - Flood 635 65 4000 50000 120V - 277V, 50/60 Hz T2, 2700K 17.6 Type II - Lateral Throw 745 95 2700 50000 120V - 277V, 50/60 Hz T2, 3000K 17.6 Type II - Lateral Throw 85 3000 50000 120V - 277V, 50/60 Hz T2, 4000K 17.6 Type II - Lateral Throw 1242 65 4000 50000 120V - 277V, 50/60 Hz T4, 2700K 17.6 Type IV - Forward Throw 721 95 2700 50000 120V - 277V, 50/60 Hz T4, 3000K 17.6 Type IV - Forward Throw 85 3000 50000 120V - 277V, 50/60 Hz T4, 4000K 17.6 Type IV - Forward Throw 1201 65 4000 50000 120V - 277V, 50/60 Hz TSX, 2700K 17.6 Type V - Flood 762 95 2700 50000 120V - 277V, 50/60 Hz T5X, 3000K 17.6 Type V - Flood 85 3000 50000 120V - 277V, 50/60 Hz TSX, 4000K 17.6 Type V - Flood 1270 65 4000 50000 120V - 277V, 50/60 Hz NOTES AND FORUMULAS • Apply appropriate Tight Toss factors where necessary. • Photometry is LM-79 compliant. ORDERING INFORMATION Sample Number: 303 -W2 - LEDB2 - 3000 - UNV -T2 - BA Series 303-W1 = LED single head wall mount up or down 303-W2 = LED dual head wall mount up and down L_ Quantity of Mini Ughtbare LEDB1= Light Emitting Diode, Rev B., One Mini Lightbar (WI only) LEDB2 = Light Emitting Diode, Rev B., Two Mini Lightbars (W2 only) COOWER Lighting www.cooperlighting.com Color Temperature 2700= 2700K 3000= 3000K 4000= 4000K Input Voltage UNV= Universal 120 - 277V, 50/60Hz Optics T2 = Type II, Lateral Throw T4 = Type IV, Forward Throw T5X = Type V, Extra Wide Flood Consult factory for other optics Dimming DIMELV = Trailing Edge Phase Dimming Driver DIM10 = 0 - 10V Dimming Driver Notes: • Consult your Cooper Lighting representative for additional options and finishes Specification and Dimensions subject to change without notice. Consuh your representative for additional options and finishes. Knish Painted BK = Black BZ = Bronze CS = City Silver VE = Verde WT = White Premium Material NBR = Natural Brass NBZ = Natural Bronze NCP = Natural Copper NSS = Natural Stainless Steel BA = Brushed Aluminum Options Edge= Edge Lit Clear Tempered Glass Lens City of Tukwila Department of Community Development April 17, 2014 AL ROBERTSON 12886 INTERNATIONAL AVE S SEATTLE, WA 98168 RE: Correction Letter # 2 DEVELOPMENT Permit Application Number D14-0053 ODIN BREWERY - 402 BAKER BLVD Jim Haggerton, Mayor Jack Pace, Director Dear AL ROBERTSON, 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: Lynn Miranda at 206-433-7162 if you have questions regarding these comments. • The following corrections should be made as agreed to by Adam Lundberg and Pedro DeGuzman: 1. Plant schedule, Ground covers. Heather should be spaced a maximum of 18 inches Triangular. 2. Landscape Notes, Irrigation. Please revise to say "Irrigation will be provided for all existing and new landscape areas. Irrigation plan will be deferred and submitted as a revision, prior to paving." 3. Landscape Notes, Planting Beds. Please add "Landscape plan for areas designated as Reuse Existing Plants will be submitted as a revision." 4. Additional Landscaping: The most eastern section of the parcel frontage was not addressed on Sheet L1.1 originally. Since it is a key element of the public frontage, there needs to be another street tree added, or extend the new landscape scheme to that section of landscaping to the strip immediately adjacent to the new sidewalk (not reuse existing landscaping). PW DEPARTMENT: Dave McPherson at 206-431-2448 if you have questions regarding these comments. • Add new Private Stop Sign. Remove NEW "ENTER ONLY" DRWY note from plan sheet at West driveway. Remove SIGN "NOT AN EXIT" note & sign symbols from plan sheet. See attached red -lined plan sheet at SW portion of site. Please address the attached comments in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that four (4) sets of revised 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. If you have any questions, I can be reached at 206-431-3655. Sincerely, 1:),0 Bill Rambo Permit Technician File No. D14-0053 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 LANCE MUELLER & ASSOCIATES A R CHITEC T 8 AIA Mr. Bill Rambo Permit Technician City of Tukwila 6300 South Center Boulevard Suite #100 Tukwila, Washington 98188 RE: Correction Letter #1 DEVELOPMNET Permit Application Number D14-0053 Dear Mr. Rambo, The responses to the items listed in the city correction letter of 3-19-2014 are provided in the order listed in that document which is attached. Reponses are provided for each of the departments and correction to drawing where applicable have been flagged. Planning Department: 1. The current project budget will not support the cost of wainscot on the lower part of the building. 2. The materials board has been revised and resubmitted to Lynn Miranda on 4-09-2014 based on her meeting with Adam Lundberg on 4-2-2014. 3. The CMU wall is an existing full height structural wall over which stucco has been applied to create a contrasting smooth surface. The lower 8 feet were the mortar joints blocks are exposed is current screened by deciduous trees within the existing landscape bead. The colored sketch has been modified as to minimize the line work. 4. There are four lights on the columns that light walking surface at the entry and the canopy ceiling above. See attached cut sheet of sample fixture 5. West driveway has been revised per review with Dave McPherson. 6. Sheet A1.0 has been modified 7. As sample of corrugated profile (what was historically used to construct pre -World War 2 industrial building and Quonset huts) has been provide to part of the color board to Lynn Miranda on 4-8-2014. The style of siding provides a more industrial appearance that reflects the brewery operation. 8. Planters within the walkway / patio areas south of the building will be flush. 9. The 3 tree planters along south side of sidewalk adjacent to building are flush to the ground. Size has been increased to 6'x4'. 10. Revised plans show the 3 existing 10-foot tall deciduous trees. Some of the existing grassehajo gt e right-of-way line will be transplanted here as well. ecEIVED CITY OF TUKWILA 11. The same species of trees will be used. CORRECTION LTR APR 1 0 2014 130 Lakeside • Suite 250 • Seattle, WA 98122 • (206) 325-2553 • Fax Architecture Planning Space Planning Interiors (R't95eENTER bP#0053 12. Irrigation Plan will be a deferred submittal approved prior to installation by landscaping contractor. 13. Street trees are staked per city requirement. 14. Tree gates are not specified. 15. Plant schedule has been revised. 16. We can transplant a few grasses on each side of the meter to try to screen the wall and RPBA. 17. Landscape notes have been revised. 18. New fences were installed will be less than 7 feet tall. 19. The new street light centered at 2' offset from back of street curb. 20. No colored concrete is proposed to be used onsite. The proposed scoring/jointing patterns are shown on the architectural plans. Sheet C-1 Paving Plan: 21. A 5-foot wide path at 2% max slope is shown at the east driveway. We cannot meet this requirement at the west driveway since the adjacent driveway is a full drop -down driveway. 22. The street light is shown located 2 feet from the back of curb. 23. See Item 21 above. 24. There are 6 existing trees. Tree symbols have been added to the plans that indicate locations. 25. The slab elevation for the RPBA is at 30.35 with a 2-foot separation to the back of sidewalk. The design back of sidewalk grade is approximately 29.20. We have an existing water meter at 1-foot separate to the RPBA. I need a small, shallow Keystone wall -type face in order to break grade and make this work. 26. The design of the building signage is the tenant's responsibility. It will be submitted by the owner representative preferably as a deferred submittal Public Works Comments: 1. Our relocated west driveway will be an "Enter Only". The customers will not have to access the neighboring property. A Joint Use and Access Easement is not needed. 2. Irrigation Plan to be a deferred submittal approved prior to installation by landscaping contractor. 3. See PW Item #1 above. 4. Architectural plans have been revised. 5. Center of new street light relocated to 2' offset from back of curb. 6. Mounting height already specified at 30 feet. Mast Arm Length changed to 8' 130 Lakeside • Suite 250 • Seattle, WA 98122 • (206) 325-2553 • Fax (206) 328-0554 Architecture Planning Space Planning Interiors 7. See Planning Item #21 above. In any further information is required to approve the permit please contact use by email or phone so we can get it to you quickly. Cordially, Bob Fadden Attachments: Correction Letter 1 Architectural Drawings Light Fixture Cut Landscape Drawings Civil Drawings 130 Lakeside • Suite 250 • Seattle, WA 98122 • (206) 325-2553 • Fax (206) 328-0554 Architecture Planning Space Planning Interiors City of Tukwila Department of Community Development March 19, 2014 AL ROBERTSON 12886 INTERNATIONAL AVE S SEATTLE, WA 98168 RE: Correction Letter # 1 DEVELOPMENT Permit Application Number D14-0053 ODIN BREWERY - Dear AL ROBERTSON, Jim Haggerton, 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: Lynn Miranda at 206-433-7162 if you have questions regarding these comments. • BUILDING DESIGN 1. One of the things we look for is durability of materials, particularly around heavily used areas. Stucco has a tendency to pit and chip, especially when placed around heavily used areas such as doorways. We encourage you to replace that with a more durable material, such as re -facing it with stone similar to or complementary to that used on the piers for the new entryway. 2. Materials Board - We need a materials board for all materials used and paint colors, including a sample of materials for the rock pier and a large sample for the metal ribbed siding used on the mansard canopy above the front doors. Of particular interest is what the ribbing looks like — a curvilinear -edged ribbing has a higher quality look to it and is preferable to a hard square -edged ribbing. 3. The profile sheet does not portray the CMU correctly — looks like siding instead of blocks. We encourage you to consider breaking up the large wall even more by providing a capstone at the top of the CMU. 4. Lighting — what lighting are you proposing on the building? Please provide cut sheets. 5. New driveway on west - see PW comments about complying with the Development Agreement. 6. Sheet A3.0. South elevation. Are you removing the door on the eastern most portion of the building (this part of the building is set back from the office/tasting room)? 7. A.4.0. Detail 2. Again, we need a large sample for the metal ribbed siding (over sheathing) used on the mansard canopy above the front doors. Of particular interest is what the ribbing looks like — a curvilinear -edged ribbing has a higher quality look to it and is preferable to a hard square -edged ribbing. Sheet L1.1 Landscape Planting Plan 8. Landscaping on south side of outdoor patio - is this in a raised planter or flush to the ground? 9. Landscaping on south side of sidewalk adjacent to building - above ground planters or flush with the ground? Openings for the trees should be a minimum of 6x4 to provide better growing environment for crabapple trees. If 6x4 openings are not provided, then structural soils are required (see sheet C.2 - planter structural soil for street trees). Add to planting notes. • 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 10. Building foundation planting on west side of building's south face, north of 3 parking spaces. Proposed plantings are somewhat low and same height. With such a large/tall building mass at that location, consider adding plants that would vary in height and help minimize the building's bulk. 11. Street trees. The City is encouraging diversity in the street trees planted in the urban center, to avoid the risks of losing monocultures to disease. Suggest replacing 2 of the ginkos with substitutions from the following species(or others that are appropriate, except for red maples): Carpinus betulus (Hornbeam) Ostrya virginiana (American Hop Hornbeam) Ulmus parviflora (Chinese elm) Quercus robur (English oak) (red leaves in fall) 12. Need to provide an irrigation plan for all landscaped areas, including street trees, per TMC 18.52.040. 13. Remove requirement for staking of trees, except for street trees, which are more likely to be subjected to human activities. 14. Recommend landscaping street tree wells instead of using grates. More recent research has shown that this is healthier for the tree and decreases the need to maintain grate as tree grows. If using grate, provide detail. 15. Plant Schedule, groundcovers. Heather & Germander should be spaced a maximum of 18" Triangular. Fragaria should be planted a maximum of 12" Triangular. 16. 15" high block wall protecting water meter. Possible to plant something taller than groundcover next to block wall on street size to screen? 17. Landscape Notes, Planting Beds #1. Revise. Use imported topsoil mix containing 10% organic matter (typically around 40% compost). Sheet C1.1 Paving Plan 18. What is the height of the fence on the west boundary of the property? Fences over 7 feet tall require a building permit. 19. Relocate the utility pole(s) adjacent to the curb (within a 4 foot zone from the street edge, not in the middle of the sidewalk. See PW comments. 20. Highlight the concrete walkway through the parking lot and the sidewalk adjacent to the building using colored and/or stamped concrete. These areas are opportunities for artistic expression and will contribute to the overall attractiveness & interest of the site. 21. New paving on 2 driveways. Sidewalks should be continued at grade when crossing the driveway to maintain walkability along Baker Blvd. Use the 4 foot zone back from the street edge as a transition to the height of the sidewalk (See #23 below and PW comment) Sheet C.1 Road Plans 22. STA 6 29.0. New streetlight is located in the middle of the sidewalk and will block pedestrian movement. See comment #19 above and PW comment. 23. New paving on 2 driveways. Sidewalks should be continued at grade when crossing the driveway to maintain walkability along Baker Blvd. (same as #21 above and PW comments) 24. Box says "Work includes removal of 6 existing deciduous street trees along frontage." We count 5 existing street trees. 25. Why is a new concrete block wall needed adjacent to the water meter? What is this made of and what are the dimensions? See landscaping comments about screening. • 26. Please provide information on your sign at this time, since it will be an integral part of the building design. 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 PW DEPARTMENT: Dave McPherson at 206-431-2448 if you have questions regarding these comments. • PROJECT: Odin Brewery at 402 Baker Blvd. TL nos. 022310-0031 / 022310-0032 / 022310-0034 1st Review Comments PERMIT NO: D14-0053 PLAN REVIEWER: Contact David McPherson at (206) 431-2448, if you have any questions/comments regarding the following comments. David.McPherson@TukwilaWA.gov 1. West driveway access shall be a joint driveway per Development Agreement. See redlined plan sheet C1.3 — enclosed. A Joint Use and Access Easement should be obtained from adjacent property Owner to the West. Revise all Civil Plans Sheets as applicable. 2. Provide irrigation plan for new Street Trees. 3. See red -lined plan sheet C1.3. Revise all Civil Plan Sheets as applicable. 4. Architecture plan sheets shall match Civil Plan Sheets. 5. New street light to be located between Street Tree wells. Approximately 2 or 3 feet from back of curb. Please contact Scott Bates if you have additional questions regarding street light requirements for this project. Scott Bates, Traffic Operations Coordinator, Office: 206-433-1862 ext 2, Cell: 206-571-6302 scott.bates@tukwilawa.gov Revise all Civil Plan Sheets as applicable. 6. Street Light Mounting Height = 30' and Mast Arm Length should be enough to reach the middle of the West bound lane. 7. New Sidewalk shall be at same elevation as new driveways. Use the 4 foot zone back from the street edge as a transition to the height of the sidewalk. Revise all Civil Plan Sheets as applicable. 8. In accordance with Washington State Department of Health guidelines for Group A Public Water Systems, Public Works has implemented a cross -connection control program to protect the public water system from contamination via cross -connection. The City has determined that the Odin Brewery building has deficiencies on domestic, fire, and irrigation backflow devices; requiring the following upgrades. a) Domestic Water Service The annual test required by the Washington State Department of Health for the existing Domestic backflow assembly (RPPA) is past due. Please have the backflow device tested by a certified tester and submit passing test report to Public Works. Last test was in April 2012. b) Landscape Irrigation Label and show on Civil plan sheet C1.3 an irrigation backflow device (DCVA). To be located downstream of irrigation deduct meter. The Washington State Department of Health requires the irrigation deduct meter backflow device (DCVA) to be tested by a certified tester. Submit a passing test report to Public Works. New 3/4-inch irrigation deduct water meter shall be compatible with the City's automatic meter reading (AMR) system. If you need information about this requirement or assistance in the field, please contact Mr. Todd Reedy, Public Works Water Department Foreman at (206) 433-1860 or (206) 571-6309 cell. c) Fire Prevention The annual test required by the Washington State Department of Health for the existing Fire backflow assembly (DCDVA) is past due. Please have the backflow device tested by a certified tester and submit passing test report to Public Works. Last test was in April 2012. 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 Please address the attached comments in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that four (4) sets of revised 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. If you have any questions, I can be reached at 206-431-3655. Sincerely, c (0 7r7L Bill Rambo Permit Technician File No. D14-0053 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D14-0053 DATE: 06/19/14 PROJECT NAME: ODIN BREWERY SITE ADDRESS: 402 BAKER BLVD _ Original Plan Submittal Response to Correction Letter # Revision # before Permit Issued X Revision # 2 after Permit Issued DEPARTMENTS: Building Division II Public Wor s iW" i- ()JH`I Fire Prevention 11 Structural (PI Av °1 '2` 14 Planning Division Permit Coordinator 1 PRELIMINARY REVIEW: Not Applicable ❑ (no approval/review required) DATE: 06/24/14 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required n n Approved with Conditions Denied (corrections entered in Reviews) (ie: Zoning Issues) DUE DATE: 07/22/14 Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: 12/18/2013 Ad00 aa000 liwa3d PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D14-0053 PROJECT NAME: ODIN BREWERY SITE ADDRESS: 402 BAKER BLVD DATE: 06/03/2014 Original Plan Submittal Revision # before Permit Issued Response to Correction Letter # X Revision #' after Permit Issued DEPARTMENTS: NIA ouicub(1 ir Building Division Public Works AvIsl wittl►q Fire Prevention Structural CA AY tie,(D-lii1 Planning Division II Permit Coordinator ❑ PRELIMINARY REVIEW: Not Applicable ❑ (no approval/review required) DATE: 06/10/14 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required Approved with Conditions Denied (corrections entered in Reviews) (ie: Zoning Issues) DUE DATE: 07/08/14 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 COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D14-0053 PROJECT NAME: ODIN BREWERY SITE ADDRESS: 402 BAKER BLVD DATE: 04/18/14 Original Plan Submittal Revision # before Permit Issued X Response to Correction Letter # 2 Revision # after Permit Issued DEPARTMENTS: Building Division '❑ Tht11" ` f" C Public Works Fire Prevention Structural IUI P Pr) Planning Division II Permit Coordinator II PRELIMINARY REVIEW: Not Applicable ❑ (no approval/review required) REVIEWER'S INITIALS: DATE: 04/22/14 Structural Review Required DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required u Approved with Conditions Denied (corrections entered in Reviews) (ie: Zoning Issues) Notation: DUE DATE: 05/20/14 9ti1‘.. a re inCS REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections. Bldg 0 Fire 0 Ping ❑ PW 0 Staff Initials: 12/18/2013 PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D14-0053 DATE: 04/10/14 PROJECT NAME: ODIN BREWERY SITE ADDRESS: 402 BAKER BL Original Plan Submittal X Response to Correction Letter # 1 Revision # Revision # before Permit Issued after Permit Issued DEPARTMENTS: Building Division ❑ Co'i ;i7 `t'-\ ublic Works Fire Prevention Structural n n Con' M_ b-[ Li Planning Division Permit Coordinator PRELIMINARY REVIEW: Not Applicable ❑ (no approval/review required) DATE: 04/15/14 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required Approved with Conditions Denied (corrections entered in Reviews) (ie: Zoning Issues) DUE DATE: 05/12/14 Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: /J Departments issued corrections: Bldg ❑ Fire ❑ PIng— PW-- Staff Initials: 12/18/2013 PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D14-0053 PROJECT NAME: ODIN BREWERY SITE ADDRESS: 402 BAKER BL DATE: 02/14/14 X Original Plan Submittal Revision # before Permit Issued Response to Correction Letter # Revision # after Permit Issued DEPARTMENTS: AS C- ).=I5-"- Building Division Yubltc W0 s i‘.‘C?"—‘1/\ 4W\ ,414t Co r P 3 t Fire Prevention IIII Planning Division Structural n Permit Coordinator 1111 PRELIMINARY REVIEW: Not Applicable E (no approval/review required) DATE: 02/18/14 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required (corrections entered in Reviews) Approved with Conditions Denied (ie: Zoning Issues) DUE DATE: 03/18/14 Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only \ ' ((, l CORRECTION LETTER MAILED: !V" t q Departments issued corrections: Bldg ElFire ❑ Ping PW Staff Initials: 12/18/2013 PROJECT NAME: PERMIT NO: V I SITE ADDRESS: 4' 22 "Y2- ORIGINAL ISSUE DATE: 1l1 t7 1(t- REVISION LOG REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INI I LS ► _ MO IQ3<< _ h Summary of Revision: 'Vppi/L QIA-0 LANOln-t (kit Received by:' /( Nebta— REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS .1- (0-Q ` ' U i- t Summary of Revision: P- S,J; 4 t otvrc_ S e 00 SZ A•ffixtite> Received by: 1401)11, )1° 1, L1nt1,1O 6t&- (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 pnnt) 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 pnnt) Date: 611 l 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. Plan Check/Permit Number: ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # I2/ Revision # 2 after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: am! 12p*AA4:61-q ON -bor.? Project Address: Contact Person: Phone Number: Summary of Revision: 0,Aecd -41.13 + 1, 7uevi S o ueh `h& k vitOck e ✓, j-1%l.l\1_ vat 1112 a H -ew 16- i4lS$ pl\t - leac.� lea, t-� w�fi1 l4 N,L - ( lS I 607/1-74 1. — 1> C D /11A LA/404(M— abigi ewer rat Zvi a-6 SS-1, I JUN 19 2014 Sheet Number(s): 1. 1 ' "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: CR—Entered in TRAKiT on LP —(CH h Date: 61211q 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. Plan Check/Permit Number: D l `1 - O 0 53 ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # 12( Revision # 1 after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: (o(N (4-g �rrvE c'D l,p�q ;UN032014 PERMIT CENTER Project Address: .{02 rn-k..&LVJ Contact Person: /Obit bA AJO L(r Phone Number: (z)rso Ys t Summary of Revision: j h f- S� ovv\ �O I ✓l u u katc c- ° f LGc . re-4—S.4-5 4.4 A c S% wcake r . ep.Ai s 4r 9 *i, 4 y Ault'�'e vt.4-c e cx).- dl4✓` CNou� chesu l W.!-114 (4 `CIA- acIA vt4. lttKat6ea & s'sti qr t "it • C v vv- Sheet Number(s): Z - 1 "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: 460. �[f Entered in TRAKiT on Received at the City of Tukwila Permit Center by: Er —Entered in Permits Plus on 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: 04/18/2014 Plan Check/Permit Number: D14-0053 Response to Incomplete Letter # Response to Correction Letter # 2 Emailed comments from City Revision # after Permit is Issued Lynn Miranda Revision requested by a City Building Inspector or Plans Examiner Dave McPherson Project Name: Odin Brewery Project Address: 402 Baker Boulevard, Tukwila, 98188 Contact Person: Pedro DeGuzman, PE, Terraforma Phone Number: (206) 923-0590 Summary of Revision: Attached revised sheets per the following comments: Lynn Miranda: Add street tree near east property line. Dave McPherson: Omit one-way driveway note & signs, add stop sign. Sheet Number(s): Cl .1, C 1.3, C 1, L1.1 "Cloud" or highlight all areas of revision including date of revision .2..jito ReGE1VE"D 'PY OF TUKWILA APR 182014 PERMIT CENTER H:\Applications\Forms-Applications On Line\2010 Applications\7-2010 - Revision Submittal.doc Revised: May 2011 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: 41- /C/ L / ❑ Response to Incomplete Letter # Response to Correction Letter # Plan Check/Permit Number: p` ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner opic Project Address: ` ;1 41 4E, g4V17 Contact Person: firr / L ,: / / Phone Number: Summary of Revlon: PLYZ Project Name: A65/E,V LJ7r5g (QTTV OF Irt.iMillf, l~' 9 07'J4`. Sheet Number(s): TUL� � r "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila PermitCenterby: Entered in TRAKiT on 14— ` "� Indemnification and Hold Harmless and Permit Temporary in Nature Reference Number(s) of Related Document(s): D14-0053 Grantor: MRFH, LLC, a Washington State limited liability company Grantee: CITY OF TUKWILA, a municipal corporation of King County, Washington Work Location: Within Baker Blvd. and adjacent to 402 Baker Blvd. Abbreviated Work Description: Work within the City Right -of -Way, including street light, street trees, driveways, storm drainage, paving, and sidewalk installation. 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. IN WIT SS WHE this day of id individual(s) have,. used t i . 'nstrument to be executed , 2014 STATE OF WASHINGTON ) )ss. COUNTY OF KING ) Authorized Signature A/17,1 kalpr-scr7.1 I certify I have know or have satisfactory evidence that /4-1,,,,4 Ros%1743"04 is the person(s) who appeared before me, and said person(s) acknowledged that he signed this instrument on oath stated that he was authorized to execute the instrument and acknowledge as the of MRFH, LLC, a limited liability company, to be the free and voluntary act of such party for the uses and purposes mentioned in the instrument. Dated 4/3 f/'I wsccv r ( rroCk Notary Public in and for the State of Washington residing at fk,kIrl My appointment expires 1.0 DATED this GRANTEE: By: Print Name: Its: eLx day of Mal_ , 2014 CITY of TUKWILA Bob Giberson Public Works Director STATE OF WASHINGTON) )SS. COUNTY OF KING ) On this day, before me personally appeared BOB GIBERSON to me known to be the PUBLIC WORKS DIRECTOR for the City of Tukwila, and executed this instrument on behalf of the City of Tukwila in his capacity as PUBLIC WORKS DIRECTOR and acknowledged that he is authorized to do so at his free and voluntary act and deed, for the uses and purposes therein mentioned. IN WITNESS WHEREOF, I have hereunto set my hand and official seal the day and year first above written. LLAURIE A. WERLE NOTARY PUBLIC STATE OF WASHINGTON COMMISSION EXPIRES MAY 29, 2018 Name: ti K1 11'C0er (.c NOTARY PUBLIC, in and for tthe` State of Washington, residing at My commission expires: 90 S.F. SIGNAGF7 ODIN BREWERY BAKER BLVD. TUKWILA, WASHINGTON LANCE MUELLER 6 ASSOCIATES INSPECTION RECORD Retain a copy with permit ( PERMIT NO. CITY OF ° TUKWILA BUILDING DIVISION 6300 Southcenter 81vd., 8100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 431-2451 r Project: to Type,of Inspection: r A; Address: s.? 1. + Date Called: ,. Special Instructions: ' Date Wanted: - a.m. p.m. Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: +' 17tl ie ,@. c_04f0 £,. i..34` i Y''G:s 1..1 -I. '` -ts e',.- i `.-_ -ct , 1 ice.. ' Si 13/ 4. InSpeCtOf "` OL.. Q_ Date:: j 1 REINSPECTION FEE REQUIRED. Prior to next inspection: fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. LANDSCAPING DECLARATION frier* c J,iei , declare as follows: 1. I am the owner or authorized agent of the owner of the property, or (circle one) b andscape architect who prepared the approved landscape plan, or c) landscape contractor hired to install the approved plantings, responsible for executing the approved landscape plan for the property located at 402. 15oC,k,ci' , Tukwila, Washington. 2. The permits obtained for this project include: Building Permit D - DI - 3 Land Altering Permit MI - Design Review Permit Iffy - Oaf Other Permit Pt / 3 - COS-0 3. I certify that the landscaping and irrigation devices shown on the approved landscaping plans for this property have been installed in conformance with those plans as documented in the Landscape Checklist. 4. I understand that changes to any of the following aspects of the approved landscape plan require a revision to the plans and approval by the City of Tukwila. a) Minimum number of trees, shrubs and ground cover; b) Location of required plantings or planting areas; c) Substitution of species required by permit conditions to mitigate environmental impacts; d) Compliance with the Tree Ordinance for sensitive areas. NOTE: If any of these items have been changed do not sign this Declaration until a revised landscape plan has been approved by the Tukwila Department of Community Development. I declare under penalty of perjury under the laws of the State of Washington that the preceding is true and correct. Dated 7-2•4-14 , at 462 Sictkccr L3Iv4 . , Washington. 6Z-)`Jc, itA Signature LANDSCAPING CHECKLIST Checklist to accompany Landscaping Declaration: Yes PI IX No ❑ Size of installed plants is per approved plan. ❑ Spacing of installed plants is per approved plan. ❑ Approximate location of trees, shrubs and ground cover is per the approved plan. Note: if the size of the nursery pots of ground cover are increased and therefore fewer pots have been installed attach a description showing how the proposed changes meet Landscape Code standards. �• Substitutions The following species have been substituted after approval by the Department of Community Development. Number of Plants Approved Species Installed Species Size CITY OF TUKWILA Department of Community Development 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431-367o FAX (206) 431-3665 Permit Center/Building Division 206 431-367o Public Works Department 206 433-0179 Planning Division 206 431-367o AFFIDAVIT IN LIEU OF CONTRACTOR REGISTRATION STATE OF WASHINGTON) ) ss. COUNTY OF KING ) tio/OJ- r one s Of- r ,1 ,C. Wi► '(-cam-`( [please print name] , states as follows: PERMIT NO: 1 } 9 - o? 1. I have made application for a permit from the City of Tukwila, Washington. 2. I understand that state law requires that all building construction contractors be registered with the State of Washington. The exceptions to this requirement are stated under Section 18.27.090 of the Revised Code of Washington, a copy of which is printed on the reverse side of this Affidavit. I have read or am familiar with RCW 18.27.090. 3. I understand that prior to issuance of a permit for work which is to be done by any contractor, the City of Tukwila must verify either that the contractor is registered by the State of Washington, or that one of the exemptions stated under RCW 18.27.090 applies. 4. In order to provide verification to the City of Tukwila of my compliance with this requirement, I hereby attest that after reading the exemptions from the registration requirement of RCW 18.27.090, I consider the work authorized under this permit to be exempt under number 13 , and will therefore not be performed by a registered contractor. 5. I understand that the licensing provision of RCW 19.28.161 through 19.28.271 shall not apply to persons making electrical installations on their own property or to regularly employed employees working on the premises of their employer. The proposed electrical work is not for the construction of a new building for rent, sale or lease. I understand that I may be waiving certain rights that I might otherwise have under state law in any decision to engage an unregistered contractor to perform construction work. .46 ,isolWA " i i1 Name as commissioned: My commission expires: Owner/Owers AAgene Signed and sworn to before me this 2-' day of NO L , 20 1q . PUBLIC in an for the State of Washington Residing at (f , County /O ) 18.27.090 Exemptions. The registration provisions of this 1. An authorized representative of the United States government, the state of Washington, or any incorporated city, town, county, township, irrigation district, reclamation district, or other municipal or political corporation or subdivision of this state; 2. Officers of a court when they are acting within the scope of their office; 3. Public utilities operating under the regulations of the utilities and transportation commission in construction, maintenance, or development work incidental to their own business; 4. Any construction, repair, or operation incidental to the discovering or producing of petroleum or gas, or the drilling, testing, abandoning, or other operation of any petroleum or gas well or any surface or underground mine or mineral deposit when performed by an owner or lessee; 5. The sale of any finished products, materials, or articles of merchandise that are not fabricated into and do not become a part of a structure under the common law of fixtures; 6. Any construction, alteration, improvement, or repair of personal property performed by the registered or legal owner, or by a mobile/manufactured home retail dealer or manufacturer licensed under chapter 46.7o RCW who shall warranty service and repairs under chapter 46.7o RCW; 7. Any construction, alteration, improvement, or repair carried on within the limits and boundaries of any site or reservation under the legal jurisdiction of the federal government; 8. Any person who only furnished materials, supplies, or equipment without fabricating them into, or consuming them in the performance of, the work of the contractor; 9. Any work or operation on one undertaking or project by one or more contracts, the aggregate contract price of which for labor and materials and all other items is less than five hundred dollars, such work or operations being considered as of a casual, minor, or inconsequential nature. The exemption prescribed in this subsection does not apply in any instance wherein the work or construction is only a part of a larger or major operation, whether undertaken by the same or a different contractor, or in which a division of the operation is made into contracts of amounts less than five hundred dollars for the purpose of evasion of this chapter or otherwise. The exemption prescribed in this subsection does not apply to a person who advertises or puts out any sign or card or other device which might indicate to the public that he or she is a contractor, or that he or she is qualified to engage in the business of contractor; io. Any construction or operation incidental to the construction and repair of irrigation and drainage ditches of regularly constituted irrigation districts or reclamation districts; or to farming, dairying, agriculture, viticulture, horticulture, or stock or poultry raising; or to clearing or other work upon land in rural districts for fire prevention purposes; except when any of the above work is performed chapter do not apply to: by a registered contractor; 11. An owner* who contracts for a project with a registered contractor, except that this exemption shall not deprive the owner of the protections of this chapter against registered and unregistered contractors. The exemption prescribed in this subsection does not apply to a person who performs the activities of a contractor for the purpose of leasing or selling improved property he or she has owned for less than twelve months; 12.* Any person working on his or her own property, whether occupied by him or her or not, and any person working on his or her personal residence, whether owned by him or her or not but this exemption shall not apply to any person who performs the activities of a contractor on his or her own property for the purpose of selling, demolishing, or leasing the property; 13. An owner* who performs maintenance, repair, and alteration work in or upon his or her own properties, or who uses his or her own employees to do such work; 14. A licensed architect or civil or professional engineer acting solely in his or her professional capacity, an electrician certified under the laws of the state of Washington, or a plumber certified under the laws of the state of Washington or licensed by a political subdivision of the state of Washington while operating within the boundaries of such political subdivision. The exemption provided in this subsection is applicable only when the person certified is operating within the scope of his or her certification; 15. Any person who engages in the activities herein regulated as an employee of a registered contractor with wages as his or her sole compensation or as an employee with wages as his or her sole compensation; 16. Contractors on highway projects who have been prequalified as required by RCW 47.28.070, with the department of transportation to perform highway construction, reconstruction, or maintenance work; 17. A mobile/manufactured home dealer or manufacturer who subcontracts the installation, set-up, or repair work to actively registered contractors. This exemption only applies to the installation, set-up, or repair of the mobile/manufactured homes that were manufactured or sold by the mobile/manufactured home dealer or manufacturer; 18. An entity who holds a valid electrical contractor's license under chapter 19.28 RCW that employs*certified journeyman electrician, a certified residential specialty electrician, or an electrical trainee meeting the: requirements of chapter 19.28 RCW to perform plumbing work that is incidentally, directly, and immediately„' appropriate to the like -in -kind replacement of household appliance or other small household utilization equipment that requires limited electric power and limited waste and/or water connections. An electrical trainee must be supervised by a certified electrician while performing plumbing work. • Per Washington State Department of Labor and Industries lessee has been interpreted to be equivalent to owner for purposes of exemptions. 10' U , EA <. PER PLA ILITY S MEN 71 o) NOTE: TREES STAKES REQUIRED ONLY FOR STREET TREES. DO NOT INSTALL ON SITE TREES WITH STAKES. IF TREES NEED STAKING WITHIN FIRST YEAR, CONTRACTOR TO STAKE ON SITE TREES. CONTRACTOR TO REMOVE STAKES AFTER ONE YEAR. 2"x6" WOOD STAKES, LOCATED OUTSIDE OF ROOTBALL. FASTEN WITH CHAIN LOK .TREE TIES. STAKE MAY NOT TOUCH TREE TRUNK. STAKE HEIGHT MUST BE AT LEAST 5' FROM FINISHED GRADE. PLACE 3" OF BARK MULCH IN SAUCER TO WITHIN 3" OF THE TRUNK. NO PLANTING 3' DIAMETER MIN. REMOVE CONTAINER OR PULL BACK TOP PORTION OF BURLAP FROM ROOIBALL PRIOR TO PLACEMENT IN PLANTING PIT. FORM 5" HT. WATER DAM AROUND TREE WITH SOIL TO HOLD WATER. FINISH GRADE. SCARIFY SIDES OF PLANTING HOLE. MAKE SURE HOLE HAS GOOD DRAINAGE. EXISTING NATIVE SOIL OR NEWLY PLACED TOPSOIL UNDERGROUND ELECTRIC SYSTEM EASEMENT RECORDING NO. 8901300959 EXISTING TREES TO REMAIN. TR NSPLA T EX SI PLAN A' 0 ON IN P NTROG : ED ARAALOG BU LDING, 15' UTILITY EASEMENT RECORDING NO 9511300539 FILE COPY Plan review approval is subject to errors and omissions. Approval of construction documents does not authorize the violation of; any adopted code or ordinance. Receipt of approved Field Copy and conditions Is acknowledged: Br Date: BOULDERS IVER ROCK PAVERS EXISTING LANDSCAPING TO REMAIN. FENCE/GATE(REFER TO ARCH PLANS) \-- 15' UTILITY EASEMENT RECORDING NO. 9511300540 - REFER TO CIVIL SHEETS AND PUBLIC WORK REQUIREMENTS FOR STREET TREES. TRANSPLANT EX. TALL GRASSES TO HELP SCREEN SOUTH SIDE OF NEW SHORT WALL City of Tukwila BUILDING DIVISION DECIDUOUS SET TREE STRAIGHT AND PLACE ROOTBALL ON SOUD GROUND OR ON COMPACTED BACKFILL. BACKFILL PLANTING HOLE 1/2 FULL WITH NATIVE SOIL REMOVED OF DEBRI. TAMP : SOIL TO STABILIZE ROOTBALL. WATER THOROUGHLY, CUT AWAY STRING AND BURLAP. IF IN WIRE BASKET REMOVE COMPLETELY. BE CAREFUL NOT TO DAMAGE ROOTS. BACKFILL REMAINING PLANTING HOLE WITH A MIXTURE OF APPROVED TOPSOIL AND NATIVE SOIL AMEND BACKFILL AS NOTED IN LANDSCAPE NOTES: nunuumnmmnnumnm \\// \/\//\///- /\//\/\/\/\/� 2• � 1- 1 %\\�1 11= \/i\/%\%/ / i / 11-1 III.III -I1_111- MULCH 3" DEEP ALL PLANTING BEDS V.1 PROPERT` EX. TREE LANDSCAPE PLANTING PLAN 20 GRAPHIC SCALE 10 40 20 80 .17111 I 1 ( IN FEET ) 1 inch = 20 ft. SEPARATE PERMIT REQUIRED FOR: bMechanical iSt Electrical Plumbing Gas piping City of Tukwila B ILDINODIVISION. SET SHRUB STRAIGHT AND PLACE ROOTBALL ON SOLID GROUND OR ON COMPACTED BACKFILL. BACKFILL PLANTING HOLE 1/2 FULL WITH NATIVE SOIL, TAMP SOIL TO STABILIZE ROOTBALL. WATER THOROUGHLY. DO NOT DISTURB ROOTBALL UNLESS ROOTBOUND. BACKFILL REMAINING PLANTING HOLE WITH 1/2 APPROVED TOPSOIL AND NATIVE SOIL. AMEND BACKFILL AS NOTED IN THE INSTALLATION NOTES. #FINISH GRADE. HOLE HAS GOOD DRAINAGE. EXISTING NATIVE SOIL. IIII11 III 2 TIMES ROOT BALL DIAMETER CONTAINER SHRUB PLANTING DETAIL PLANT SCHEDULE TREES SYMBOL • 0 SHRUBS SYMBOL 0 GROUNDCOVER SYMBOL 'vvvvvvvvvvvv vvvvvvvvvvvvv ,vvvvvvvvvvvv OTHER SYMBOL SCIENTIFIC NAME COMMON NAME MAPLE : EXISTING CHAMAECYPARIS OBTUSA GRACIUS SLENDER HINOKI CYPRESS GINGKO BILOBA 'AUTUMN GOLD' AUTUMN GOLD GINGKO MAGNOLIA STELLATA STAR MAGNOLIA MALUS 'JARMIN' MARILEE CRABAPPLE QUANTITY 3 7 6 4 SIZE (MIN.) SPACING (MAX.) APPROX. 10' TALL AS SHOWN 6'-7' TALL 2" CAL 10 GALLON 2" CAL AS SHOWN AS SHOWN AS SHOWN AS SHOWN NOTES PROTECT AND KEEP FOR LANDSCAPING IF DAMAGED, REPLACE WITH SIMILIAR SIZE AND TYPE FULL, NIICELY BRANCHED MATCHING FORM. MIN. BRANCH HEIGHT 6' REFER TO CIVIL SHEETS FOR INSTALLATION MUTU-TRUNK ACCEPTABLE, NICE BRANCHING PATTERN SINGLE TRUNK, MATCHING FORM, MIN. BRANCH HEIGHT 5' NOTE: - ALL DEDICUOUS TREES MEASURED 4.5 FEET ABOVE ROOT BALL TO VERIFY MIN. CAUPER . - ALL EVERGREEN 'TREES MEASURED FROM THE TOP OF GROUND TO UPPER BRANCHES. - ALL TREES TO MEET AMERICAN ASSOCIATION OF NURSERYMEN STANDARDS. ALL TREES TO HAVE SINGLE TRUNK AND MATCHING FORM. SCIENTIFIC NAME COMMON NAME CISIUS HYBRIDUS ROCKROSE NANDINA MOON BAY MOON BAY DWARF HEAVENLY BAMBOO PINUS MUGHO PUMIUO DWARF MUGHO PINE RHODODENDRON 'PJM' PJM RHODODENDRON SPIREA 'GOLD FLAME' GOLD FLAME SPIREA QUANTITY SIZE (MIN.) 14 3 GALLON 12 2 GALLON 31 2 GALLON 15 5 GALLON 2 GALLON 27 NOTE: - SHRUBS TO BE A MINIMUM OF 18" HIGH AT TIME PER CODE REQUIREMENTS. SCIENTIFIC NAME COMMON NAME CALLUNA WLGARIS HEATHER FESTUCA IDAHOENSIS SISKIUOU BLUE BLUE IDAHO FESCUE GRASS .. MISCANTHUS 'MORNING LIGHT' MORNING LIGHT MAIDEN GRASS FRAGARIA 'UPSTICK' LIPSTICK BARREN STRAWBERRY TEUCRIUM CHAMAEDRYS GERMANDER QUANTITY 66 12 16. 150 100 SPACING (MAX.) AS SHOWN AS SHOWN AS SHOWN AS SHOWN AS SHOWN NOTES FULL, WELL SHAPED FULL, WELL SHAPED MUL11- STEM, FULL FULL HEALTHY FOUAGE, STRONG NICE FOUAGE, MUL11 STEMS INCREASE GALLON SIZE TO IF NEEDED TO MEET REQUIREMENT. SIZE (MIN.) 1 GALLON 1 GALLON 1 GALLON 4" POTS 1 GALLON SPACING (MAX.) 24"TRIANGULAR AS SHOWN AS SHOWN 12" 1RAINGULAR 18" TRIANGULAR NOTE - GROUNDCOVER TO BE PLANTED TO ACHIEVE FULL COVERAGE WITHIN THREE YEARS. - QUANTITY IS APPROXIMATE CONTRACTOR TO VERIFY SQUARE FOOTAGE AND NUMBER NEEDED FOR REQUIRED SPACING. - GROUNDCOVER IS NOT REQUIRED UNDERNEATH SHRUBS OR WITHIN TREE WELLS. SCIENTIFIC NAME COMMON NAME QUANTITY SIZE (MIN.) SPACING (MAX.) NOTES FULL WHITE, OR PURLPE FLOWER FULL, WELL SHAPED FULL, WELL SHAPED FULL, WELL ROOTED FULL, WELL ROOTED NOTES REVIEWED FOR CODE COMPLIANCE APPROVED JUL 10 2014 City of BUILDING ISION RIVER ROCK ROCK BOULDERS ONS 011eflgels Shop be m714-to the scope of work without pric r approve' of Tukwila Building Division. NOTE: Revisions will require a new plan submittal and may include additional plan review fees. BARK MULCH -.4,7.- ,EDGE OF BED - • / \ / \ / \ / \ / \ / CURB OR STRUCTURE NOTE: SPACING TO BE TRIANGULAR PER DISTANCE SHOWN ON PLANT SCHEDULE 31 GROUNDCOVER SPACING L1.1 MULCH 2" DEEP ALL PLANTING BED AREAS. FINISH GRADE SCALE: N.T.S. PLANT GROUNDCOVERS NO MORE THAN 1" ABOVE FINISH GRADE PRIOR TO SPREADING MULCH //./<• % /%//�//% ///%�%\�%\ v/%/////• �. fi1-III Ill-III-1110 '-1 1-111_11 I / I H=11 1-11 I-1 I_ 1-11 F-1 I I--1 111 I -III- ' TOPSOIL: SEE LANDSCAPE NOTES FOR SPECIFICATION EXISTING NATIVE SOIL OR NEWLY PLACED TOPSOIL 1'TO 3' RANDOM ROUND/SMOOTH WASHED RIVER ROCK 4"-9" (MAY REUSE EXISTING AND ADD 10 BLEND VARIOUS SHAPES AND SIZES SAME MATERIAL- MATCH EX/REUSE PROJECT TEAM LANDSCAPE ARCHITECT TERRAFORMA DESIGN GROUP, INC. 5027 51ST AVENUE SW SEATTLE, WA 98136 CONTACT: AKEMI SAKAIDA, LA PHONE: (206) 923-0590 EMAIL: akemiftwlink.com DEVELOPER ODIN BREWERY CONTACT: AL ROBERTSON PHONE: (206) 248-7322 LANDSCAPE NOTES GENERAL: * UTILITY LOCATION: DETERMINE ALL ABOVE GRADE AND UNDERGROUND UIIUTIES BEFORE COMMENCING WORK. ALL WORK TO BE COMPLETED TO AVOID ANY DAMAGE. THIS IS THE RESPONSIBILITY OF THE CONTRACTOR. 1. ALL EXISTING VEGETATION AREAS TO RECEIVE NEW LANDSCAPE SHALL BE CLEARED AND GRUBBED FROM THE SITE PRIOR TO COMMENCEMENT OF LANDSCAPE WORK. 2. SUBGRADES FOR ALL PLANING BED AREAS SHALL BE 6" MINIMUM BELOW FINISH ELEVATION. ALL PLANTING BEDS TO HAVE POSITIVE DRAINAGE. MINIMUM 3%.. ALL CONSTRUCTION DEBRI AND PAVING MATERIAL IS TO BE REMOVED FROM PLANTING AREAS. 4. EXISTING CLAY OR SANDY SOILS SHALL BE AUGMENTED WITH ORGANIC SUPPLEMENTS. SOIL ANALYSIS MAY BE REQUIRED. 5. CONTRACTOR SHALL GUARANTEE PLANTS AND GRASS FOR A MINIMUM OF ONE YEAR AFTER APPROVED COMPLETION. 6. IMMEDIATELY NOTIFY TERRAFORMA DESIGN GROUP OF ANY ADVERSE CONDITIONS OR CONFLICTS WHICH MAY AFFECT HEALTH OF PLANT MATERIAL SITE CONSTRUCTION: 1. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY AND LOCATE ANY EXISTING OR PROPOSED UTILITIES. ANY DAMAGE DONE BY NOT LOCATING, IS THE RESPONSIBILITY OF THE CONTRACTOR. COORDINATE WITH OWNER REPRESENTATIVE. 2. REFER TO CIVIL ENGINEERING DRAWINGS FOR GRADING, DRAINAGE, AND UTIWTY DESIGN. UTILITIES SHOWN ON DRAWING ARE SCHEMATIC ONLY. 3. EROSION CONTROL SHALL BE PROVIDED DURING CONSTRUCTION PER CIVIL PLANS. 10111.6A MIA PRWY. MESTFIELD MAIL STRNDER BLVD. SITE 0 BAKER BLVD. 1 VICINITY MAP SCALE: N.T.S. PROPERTY INFO PARCEL NO: 022310-0031,-0032,-0034 PLANTING BEDS:. THE LOCATION OF ALL EXISTING OR NEW UNDERGROUND U11U11ES IS SHOWN IN AN APPROXIMATE WAY ONLY OR IS NOT SHOWN. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL UT1U11ES BEFORE COMMENCING WORK. CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UT1U11ES. PLAN VIEW RADIUS 18"± NOTES: 1. LOWEST BRANCHING HEIGHT. SHALL B.E 6' ABOVE TOP OF ROOT CROWN. 2. HANDLE TREES BY ROOTBALL 3. STAKES SHALL NOT PENETRATE ROOT BALL 4. AVOID DAMAGE TO ROOTBALL. 5. WIRE GUYING IS NOT ALLOWED. 6. IN CERTAIN CONDITIONS TREES MAY BE PLANTED IN EXISTING SIDEWALK OPENINGS BETWEEN 4' AND 5' DIMENSIONS. EXISTING SIDEWALK OPENINGS SMALLER THAN 4' SQUARE SHALL BE ENLARGED TO 5' SQUARE. 7. 2.0" DIA. SUPPORT POLES ARE SUITABLE FOR TREE CALIPER UP TO AND INCLUDING 2.5". 4" DIA SUPPORT POLES ARE SUITABLE FOR TREE CALIPER OVER 2.5". 8. CONTRACTOR SHALL INSTALL RIGID PLASTIC ROOT BARRIER THAT IS SUBSTANTIALLY SIMILAR TO DEEPROOT ROOT BARRIERS IN ACCORDANCE WITH MANUFACTURER'S DIRECTIONS. 9. MULCH SHALL BE WOOD CHIPS. GROUND BARK, BEAUTY BARK NOT PERMITTED. 10. LANDSCAPE FABRIC BETWEEN BACKFILL AND MULCH NOT PERMITTED. (3) 2" DIAMETER PRESSURE TREATED POLES - TYP. 1" ARBORTAPE OR OTHER FLEXIBLE GUYING MATERIAL (NO WIRE). CENTER TREE IN PIT CONCRETE CURB SET CROWN AT TOP OF TOPSOIL REMOVE SOIL FROM TOP OF ROOT BALL TO EXPOSE TOP OF ROOT CROWN AS NECESSARY. PULL MULCH 3" AWAY FROM MAIN STEM 4" DEPTH MULCH FLUSH WITH . TOP OF PAVING -4--CONCRETE SIDEWALK MIN 2' DEPTH DEEP ROOT BARRIER 10' LONG. BACK OF CURB. REMOVE ALL WIRE CAGES, TWINE AND BURLAP NATIVE BACKFILL OR OTHER SOIL AS DIRECTED BY ENGINEER. SHOVEL CUT AND ROUGHEN. ALL SIDES OF PIT * AS APPROVED BY PUBLIC WORKS DEPT. 1. PLANTING BEDS TO HAVE A MINIMUM OF 6' OF APPROVED THREE WAY TOPSOIL WITH 40% COMPOSTED ORGANIC MATTER. 12" IN NEW PLANTER BEDS THAT HAD BEEN PAVEMENT. 18" AT AREAS WITH TREES. DEPTH OF SOIL IS DETERMINED AFTER SETTLING HAS OCCURED. ALL BEDS TO BE NONCOMPACTED TO A DEPTH OF 18" AND CONTAIN VIABLE TOPSOIL WITHIN THIS AREA. PLANTING BEDS TO HAVE MORE SOIL IF NECESSARY TO BE FLUSH WITH CURB, SIDEWALK OR OTHER PAVED SURFACE. ALL PLANTING BEDS TO HAVE POSITIVE DRAINAGE. *VERIFY EXISTING SITE CONDITIONS TO DETERMINE IF SUBSOIL IS SUITABLE FOR PLANTING. ADDITIONAL TOPSOIL MAY BE NECESSARY. OPTION TO USE EXISTING' SITE SOIL AND AMMEND PER SOIL TESTING RECOMMENDATIONS. CONTRACTOR TO OBTAIN TESTING OF EXISTING SOIL VERIFY SOIL AND PROCEDURE WITH OWNER REPRESENTATIVE PRIOR TO CONSTRUCTION. 2. CONTRACTOR TO VERIFY PLANT QUANTITIES AND SQUARE FOOTAGE. NOTIFY TERRAFORMA DESIGN GROUP IF THERE IS A DISCREPANCY. 3. ALL PLANT MATERIAL TO BE WELL BRANCHED, FREE FROM DISEASE OR PEST, AND HAVE A WELL DEVELOPED ROOT SYSTEM. ALL MATERIAL TO MEET AMERICAN ASSOCIATION OF NURSERYMEN STANDARDS. 4. FERTIUZE ALL PLANT MATERIAL WITH SLOW RELEASE FERTIUZER PER MANUFACTURER'S RATES. 5. PLANT MATERIAL PLANTED TO BE SAME AS CURRENT GROWTH RATE AT FINISH GRADE. 6. WATER PLANTS THOROUGHLY DURING PLANTING AND IMMEDIATELY FOLLOWING. WATER HEAVILY AT FIRST , 3 TIMES PER WEEK, AND LESS ONCE ESTABLISHED. 7. ORGANIC MEDIUM MULCH TO BE A MINIMUM OF 3" DEPTH IN ALL PLANTING BEDS. 8. STAKES TO BE COMPLETELY REMOVED BY CONTRACTOR PRIOR TO 1 YEAR. CHECK QUARTERLY FOR DAMAGE OR ADJUSTMENTS NEEDED. 9. CONTRACTOR TO CONFIRM THAT MULCH AND SOIL IMPORTED IS WEED FREE. IF EXCESSIVE WEEDS OCCUR, CONTRACTOR SHALL REMOVE THEM AT NO COST TO OWNER. WEED BARRIER IS NOT TO BE USED. 10.LANDSCAPE PLAN FOR AREAS DESIGNATED AS "REUSE EXISTING PLANTS" WILL BE SUBMITTED AS A REVISION. IRRIGATION: 1. IRRIGATION WILL BE PROVIDED FOR ALL EXISTING AND NEW LANDSCAPE AREAS. IRRIGATION WILL BE DEFERRED AND SUBMITTED AS A REVISION, PRIOR TO PAVING. DESIGN / BUILD BY CONTRACTOR OR DESIGN BY LANDSCAPE ARCHITECT. CONTRACTOR TO SUBMIT AS BUILT. DRAWINGS. 10'x6' STRUCTURAL PLANTER BACKFILL. SEE PLANTER NOTES. STREET TREE -v • ROOT BARRIER 10' LONG 4'x6' PLANTER CURB OPENING STREET TREE PLAN VIEW PLANTER STRUCTURAL SOIL THE THREE COMPONENTS OF THE STRUCTURAL SOIL ARE MIXED IN THE FOLLOWING PROPORTIONS BY WEIGHT: CRUSHED STONE: 100, CLAY LOAM: 20, HYDROGEL: 0.03. TOTAL MOISTURE AT MIXING SHOULD BE 10% (AASHTO T-99 OPTIMUM MOISTURE). • CRUSHED STONE (GRANITE OR LIMESTONE) SHOULD BE NARROWLY GRADED FROM 3/4 -1 1/2 INCH, HIGHLY ANGULAR WITH NO FINES. • THE CLAY LOAM SHOULD CONFORM TO THE USDA SOIL CLASSIFICATION SYSTEM (GRAVEL<5%, SAND 25-30%, SILT 20-40%, CLAY 25-40%). • ORGANIC MATTER SHOULD RANGE BETWEEN 2% AND 5%.. • THE HYDROGEL, A POTASSIUM PROPENOATE-PROPENAMIDE COPOLYMER IS ADDED IN A SMALL AMOUNT TO ACT AS A TACKIFIER, PREVENTING SEPARATION OF THE STONE AND SOIL DURING . MIXING AND INSTALLATION. MIXING CAN BE DONE ON A PAVED SURFACE USING FRONT END LOADERS. TYPICALLY THE STONE IS SPREAD IN A LAYER, THE DRY HYDROGEL IS SPREAD EVENLY ON TOP AND THE SCREENED MOIST LOAM IS THE TOP LAYER. THE ENURE PILE IS TURNED AND MIXED UNTIL A UNIFORM BLEND IS PRODUCED. THE STRUCTURAL SOIL IS THEN INSTALLED AND COMPACTED IN 6 INCH LIFTS. NOTE: WHERE THE STRUCTURAL SOIL EXTENDS UNDER THE PROPOSED SIDEWALK, INSTALL GEOTEXT1LE BETWEEN THE STRUCTURAL SOIL AND THE SIDEWALK BASE . ROCK. STATE OFF 6/6/14 WASHINGTON REGISTERED LANDSCAPE ARCHITECT AKEMI AE SAKAIDA CERTIFICAiE NO. 794 EXPIRES 06/16/14 n 4. * N n 4 JN n B 4. iah N M cc o rn PROJECT NO. 13036 DRAWN BY: ARS DESIGN 1 CHECKED BY: ARS RECEIVED CITY OF TUKWILAn JUN.1 9 2014 a PERMIT CENIEI3 SHEET TITLE LANDSCAPE PLANTING PLAN TREE PLANTING DETAIL SCALE: N.T.S, SCALE: N.T.S. 4\ GROUNDCOVER PLANTING DETAIL L1.1 SCALE: N.T.S. STREET TREE L1.y SCALE: N.T.S. , EVISION-N D ly- oo s3 SHEET NO. L1.1 OF 1 IRRIGATION SCHEDULE PARTS IRRIGATION NOTES a • • 0 0 0 0 0 0 T 4 10.38 dab RIP NOTE: -ANY EQUIPMENT SHOWN IN PAVEMENT AREA IS TO BE IN STALLED IN PLANTER BEDS ONLY FOR DRAWING CLARITY. ONLY SLEEVED PIPE AND WIRE TO BE WITHIN PAVEMENT.. -ALL PIPE AND WIRE TO BE SLEEVED IF UNDER PAVEMENT. T. N Ei RIP • O • Q Q Q Q EACH DRIP AREA TO tE FED BY LATERAL LINE SEPARATELY (TYPICAL) ADJUST HEADS OR SUBSTITUTE AS NEEDED TO IRRIGATE PROPERLY WITH ROCK LAYOUT Fa C.? EACH DRIP AREA TO BE FED BY LATERAL LINE Q SEPARATELY (TYPICAL) • 0 0 BAKER BOULEVARD NOTE: ALL. PIPE AND WIRE TO BE SLEEVED UNDER ANY PAVEMENT. SLEEVES TO EXTEND MIN. 6" INTO PLANTING BED. LOCATION OF PIPE IS DIAGRAMATIC ONLY. INSTALL IN PLANTING BEDS WHENEVER POSSIBLE. ADDITIONAL SLEEVES FOR FUTURE IRRIGATION WILL BE REQUIRED. COMPACT SUBGRADE PER BACKFILL & TRENCHING SPECIFICATIONS PAVING AS SPECIFIED BACKFILL PVC SHC. 40 SLEEVING MIN. 2X DIA. OF ENCLOSED PIPE 2" MIN. PVC SCH. 40 WIRE SLEEVE NOTE: USE SAND AS SPECIFIED. THE REMAINDER OF THE BACKFILL TO BE FREE OF ROCK OR DEBRIS LARGER THAN 1" DIA. ABSOLUTELY NO ROCK OR DEBRIS SHALL BE PLACED DIRECTLY ADJACENT TO ANY PIPE. • SLEEVING DETAIL SCALE: N.T.S. COMPRESSION ADAPTER: RAIN BIRD 600-0E-1 NOTE: WHEN GLUEING THE 600-CF-1 ADAPTOR INTO THE PVC TEE, USE AN ABS TO PVC BONDING SOLVENT 5 L2.1 20 IRRIGATION PLAN GRAPHIC SCALE 0 10 20 80 * ALL DIMENSIONS ARE MINIMUM CLEARANCES * NO OTHER TRADES ARE ALLOWED TO USE SAME TRENCH.: * BEDDING FOR SLEEVING : MATERIAL SHALL BE SAND. INSTALL 4" BELOW AND 6" ABOVE PIPING MINIMUM. * SLEEVING MATERIAL IS REQUIRED UNDER ALL HARDSCAPE FOR MAINLINES, LATERAL LINES AND IRRAGATION WIRING. * NO STACKING (VERTICALLY) OF PIPES IN SAME TRENCH. FLUSH VALVE OR CAP: EACH SECTION AT LOW POINT. AIR RELIEF VALVES AT HIGH POINTS RAIN BIRD MDCFCAP DRIPLINE LAYOUT SCALE: N.T.S. DRIPUNE TUBING SPACE 12" APART WITH EMITTERS STAGGERED CENTER IN BED WITH APPROX. 6" FROM PAVING LATERAL UNE TO CONTINUE TO NEXT AREA LATERAL LINE TO TEE TO EACH AREA SCHEDULE 40 LATERAL SUPPLY UNE TO ZONE VALVE NON -PRESSURE LATERAL LINE ( IN FEET ) 1 inch = 20 ft. TRENCHING DETAIL SCALE: N.T.S. EASY FIT COMPRESSION TEE: RAIN BIRD MDCFTEE LANDSCAPE DRIPUNE TUBING: RAIN BIRD LANDSCAPE DRIPLINE FINISH GRADE:. MULCH TIE DOWN STAKE: w11I©>r�iill;— I:- altwmi 11 Imo, NOTE(S): 1. IF PUTTING. LANDSCAPE DRIPUNE UNDER SOIL, DO NOT BURY MORE THAN 2' BELOW GRADE 2. INCLUDE AIR RELIEF VALVE (SEE DRAWING— 'AIR RELIEF VALVE KIT —AR VALVE KIT" AND MANUAL. FLUSH VALVE). 2. EACH SECTION TO HAVE A MANUAL DRAIN VALVE AT END. FLUSH REGULARLY. LANDSCAPE XERIGATION ZONES SCALE: N.T.S. FINISH GRADE: TOP SOIL - USE BEDDING SAND AS SPECIFIED DIRECTLY ADJACENT TO PIPE. REMAINDER OF BACKFILL TO BE FREE OF ROCK OR DEBRIS LARGER THAN 1" DIA. ABSOLUTELY NO ROCK OR DEBRIS SHALL BE PLACED DIRECTLY ADJACENT TO ANY PIPE. PRESSURE MAINLINE SYMBOL DESCRIPTION ICI P.O.C. POINT OF CONNECTION: REFER TO CIVIL FOR UTILITIES 3/4" IRRIGATION DEDUCTWATER METER 3/4" DOUBLE CHECK VALVE ASSEMBLY BRASS QUICK COUPLER VALVE RAINBIRD -100-PEB-PRS-D CONTROLLER: RAINBIRD-ESP-M (WITH LOCKING COVER) HUNTER WIRED RAIN SENSOR REMOTE CONTROL ZONE VALVES: RAINBIRD PEB-100 REMOTE CONTROL ZONE VALVES: RAINBIRD XZC-0750-PRF QUICK COUPLER: IN VALVE BOX MAINLINE PIPE: SCHEDULE 40 PVC 1.5" LATERAL PIPE: CLASS 200, 1" UNLESS OTHERWISE NOTED — — — SLEEVING: SCHEDULE 40, 2X DIAMETER OF INTERIOR PIPE, UNDER ALL PAVEMENT. INCLUDE A 2" WIRE SLEEVE UNDER ALL PAVEMENT (SEE DETAILS) NOTE: PIPE LOCATIONS ARE DIAGRAMATIC. INSTALL IN PLANTING BEDS WHERE POSSIBLE. ADDITIONAL SLEEVES MAY BE REQUIRED. NOTE: SCHEDULE 40 PVC TO COMPLY WITH ASTM-D 1785 . HEADS SYMBOL DESCRIPTION 0 RAINBIRD 1800-5x-SAM-PRS Q RAINBIRD 1800-8x-SAM-PRS • RAINBIRD 1800-10x-SAM-PRS CONTROL WIRES: NEXT TO MAINLINE DO NOT TAPE TO MAINLINE, BUT TAPE WIRES IN BUNDLES TOGETHER AT APPROX. 10' INTERVALS, PROVIDE EXCESS WIRE AT CORNERS AND IN VALVE BOXES. INSTALL FLUSH CAP AT ALL SECTIONS AT LOW POINT EASY FIT COMPRESSION TEE: RAIN BIRD MDCFTEE EASY FIT COMPRESSION ADAPTER RAIN BIRD MDCF5OFPT PVCSCH 80 NIPPLE LENGTH AS REQUIRED) PVCTEE ORBELL FITTING LATERAL PIPE RAINBIRD AIR RELIEF/FLUSH VALVE/INDICATOR RAIN BIRD-LD-09-12-XX NOTE: -ALL HEADS IN SHRUB AREA TO BE MINIMUM 6" RISERS OR GREATER -USE PCS AS NECESSARY -HALF SPRAY UNLESS OTHERWISE NOTED (Q= QUARTER, F=FULL, T=ONE THIRD, V-VAN) DESIGN DATA GENERAL EXISTING PRESSURE: 120 PSI APPROXIMATE (CONTRACTOR TO VERIFY PRIOR TO CONSTRUCTION) DESIGN PRESSURE: 30 PSI (CONTRACTOR TO VERIFY) ON GPM ZONE DATA PVC SCH 40 ELL ACV PVC SCH. 40 ELL (OR TEE) NOTE: THIS DETAIL APPLIES ONLY. TO POP-UP SPRAY SPRINKLER HEADS. INSTALL ALL STREAM ROTOR SPRINKLER HEADS ON TRIPLE SWING ASSEMBLIES. POP UP SPRAY HEAD SCALE: N.T.S. INSTALL POP-UP SPRINKLER HEADS 3" ABOVE GRADE AND ADJUST TO FINISH GRADE. SEE PLAN FOR MODEL AND BRAND. FINISH GRADE (1) MARLEX FITTING SWING PIPE (18" MAX.) PVC LATERAL UNE NOTE: USE BOTTOM INLET ONLY. l� 1. 1OM1410E MIPE,t*WMNMML ROO7 NOm EYMtPIO 1C ME[ MExis OI POR u s 2.UNOM OF OI ,T0 � NOT OIIFED M MMRM A NR RELIEF VANE 1O E NINI@ Ar NMI PANT OF AREA. 4. RIM IMOOIMMOMIC PR /PMINNW S NE MCA E EOWIRD ON E4 PIT SN O7 XFSID DRIPLINE "xa END FEED LAYOUT 111•111.e Ql PYC comuar moot ()pm ICIY 40 TIE CR o. (may Owe x wii PEAR 4 RMMI Pa (tYMCM � I E RAN III OEM WI fWN PONT" TO IVM PLUM PONT MIN CALL WILY!' OPEMETER a #W OPEAE1Dt IUM AN PPE 10 E IMMLLlm r-4" PROM PELE1Mt OF NSA oNAM MOO 1 IMMO WINE (MOW IwI P I7 ler COMM Oaim TOMS OCAIM X OMR NNW NEOR cook ova MID M11Z OR N IIRD II2D-OC (TYPICAL) or NI MUM SUN ow ow MOIL PRAM OM MN OM XII OXTAILS FOR MI WWII? 1®Itio IMPLY IWMt ®PVC am. MINFOLD FROM ROI III wow ZONE VALVEKITDIMS 10 WE WEAL ®PYD�EC11 40 IIIMt Pie *DEPENDING ON AREA, THE FLUSH CAP'NR RELIEF VALVE, AND SPRAY BUG MAY BE SEPARATE. REFER TO COMBO DETAIL 'D' GENERAL: 1. VERIFY LOCATION OF ALL UNDERGROUND UTILITES, AND SITE CONDITIONS BEFORE COMMENCEMENT OF WORK. PROTECT ALL NEW AND EXISTING UTILITIES. CALL LOCATION SERVICES. 2. PLAN IS DIAGRAMATIC. ADJUST LINE LOCATIONS AS NECESSARY, COMMON DITCH WHERE POSSIBLE. ALL IRRIGATION EQUIPMENT (VALVES, PIPES, HEADS, ECT.) TO BE PLACED WITHIN PLANTING BEDS, EXCEPT WHERE SLEEVING REQUIRED UNDER PAVEMENT. SHOWN IN PAVEMENT AREAS FOR DRAWING CLARITY ONLY. 3. CONTRACTOR TO CALCULATE QUANTITIES, COORDINATE WORK WITH OTHER TRADES, CONFORM TO ALL LOCAL CODES, AND INSTALL ALL MATERIAL PER MANUFACTURER'S SPECIFICATIONS CONSTRUCTION: 1. COORDINATE ALL ASPECTS OF JOB AS REQUIRED, TO INCLUDE, GRADING, SLEEVING, WATER SOURCE, ELECTRICAL, PERMITS, PLANTING, AND OTHER RELATED FIELDS. 2, CONTRACTOR IS RESPONSIBLE FOR DAMAGE TO PLANT MATERIAL DUE TO IRRIGATION. SUBSTITUTE OR ADJUST HEADS AS NEEDED FOR PROPER COVERAGE DUE TO UTILITIES, OR ROCK OUTCROPS; AND OR EXISTING PLANT MATERIALS. 3. MAINLINE PIPE TO BE 18" BELOW FINISH GRADE, AND LATERALS 15" MIN. NO ROCKS OR DEBRI TO BE IN BACKFILL. PIPES TO BE NO MORE THAN 24" BELOW FINISH GRADE. ALL PIPES UNDER PAVEMENT OR THROUGH WALLS TO BE SLEEVED WITH A MINIMUM OF 24" DEPTH. ALL WIRES UNDER PAVING TO BE SLEEVED. 4. ALL VALVES TO BE PLACED IN 'AMETEK' BOXES WITH LOCKING LIDS. TOP OF BOX TO BE FLUSH WITH SOD OR MULCH. PROVIDE EXTRA WIRE. WIRE TO BE 14 GAUGE MINIMUM, DIRECT BURIAL TYPE WITH WATERPROOF WIRE NUTS THROUGHOUT. 5. ALL SPRINKLERS TO BE PLACED 2" FROM ALL CURBS AND SIDEWALKS. MINIMUM 3" FROM ALL STRUCTURES: TRIPLE SWING JOINTS TO BE USED. USE UNIONS AT ALL VALVES. 6. LOCATE CONTROLLER INSIDE AS DIRECTED BY OWNER REPRESENTATIVE/ARCHITECTURAL DRAWINGS. . WIRE SLEEVE REQUIRED TO OUTSIDE. CONNECT TO ELECTRICAL JUNCTION BOX: CONTROLLER TO BE 24 HOUR, 7 DAY AND ODD/EVEN INTERVAL WATERING ADJUSTABLE. QUALITY ASSURANCE: 1. PRESSURIZE SYSTEM FOR A MINIMUM OF 2 HOURS. CHECK ALL JOINTS AND CONNECTIONS FOR LEAKS AND REPAIR AS NECESSARY. PROVIDE WRITTEN DOCUMENTATION THAT A PRESSURE TEST HAS BEEN COMPLETED WITH NO MORE THAN 5 PSI LOSS DURING THE TEST DURATION. 2. SYSTEM TO HAVE BEEN FLUSHED AND FREE OF ALL DEBRI. ADJUSTING HEADS AND FINE TUNING OF SYSTEM TO BE COMPLETED AND APPROVED. 3. ENTIRE SYSTEM TO BE RUN THROUGH WITH OWNER OR REPRESENTATIVE. SYSTEM SHOULD BE COMPLETE AND FUNCTIONING PROPERLY. PROVIDE A CLEAR AND REPRODUCIBLE DOCUMENT "AS BUILT" , AND OPERATIONAL MANUALS. INDICATE WINTERIZATION PROCEDURE 4. MATERIALS AND WORKMANSHIP TO BE GUARANTEED FOR A PERIOD OF ONE YEAR AFTER FINAL ACCEPTANCE. THIS DOES NOT INCLUDE REPAIRING DAMAGE DONE BY OTHERS: 5 REFER TO WRITTEN BOOK SPECIFICATIONS FOR ADDITIONAL INFORMATION AND REQUIREMENTS. 6. CONTRACTOR TO VERIFY ADEQUATE PRESSURE FOR SYSTEM. THE LOCATION OF ALL EXISTING OR NEW UNDERGROUND UTILITIES IS SHOWN IN AN APPROXIMATE WAY ONLY OR IS NOT SHOWN. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL UTILITIES BEFORE COMMENCING WORK. CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. A I I II I 10;r7\71 kr\ 0°r 99101�11 30-INCH LINEAR LENGTH OF WIRE, COILED WATER PROOF CONNECTION (1 OF 2) ID TAG LOgINIkCHAfV BOX WITH COVER: FINISH GRADE/TOP OF MULCH REMOTE CONTROL VALVE: PVC SCH 80. NIPPLE (CLOSE) PVC SCH 40 ELL PVC SCH 80 NIPPLE (LENGTH AS REQUIRED) BRICK (1 OF 4) SCH 80 NIPPLE (2-INCH LENGTH, HIDDEN) AND SCH 40 ELL PVC MAINLINE PIPE PVC SCH 40 TEE OR ELL PVC SCH 40 MALE ADAPTER 3.0-INCH MINIMUM DEPTH OF 3/4-INCH WASHED' GRAVEL PVC LATERAL PIPE 4 REMOTE CONTROL VALVE L2.1 SCALE: N.T.S. NOTE: 1. ALLOW A MINIMUM OF S-INCHES OF DRIPLINE TUBING IN VALVE BOX IN ORDER TO DIRECT FLUSHED WATER OUTSIDE VALVE BOX, MULCH: FLUSHiAP FOR EASY FIT. COMPRE SIGN FITTINGS: . • POTABLE °RAIN • BIRD MDCFCAP' NON�POTABLE, RAIN-BIRD:.MDCFFCAP' • EASY FIT" TEE; RAIIN BIRD 'M CFTEE SUBTERRANEAN EMITTER BOX RAIN .BIRD SEB 7XB 1 /2" FEMALE PIPE THREAD'ADAPTER.- . RAIN BIR1 MDCF5OFPT • 1,%,2" AIRVACUUM RELIEF 'VALVE.' • RAIN BIRD ARVOSO; REVIEWED FOR CODE COMPLIANCE APPROVED JUL. 102014 City of Tukwila BUILDING DIVISION RAIN BIRD XF. BLANK TUBING FI_ENISH GRADE PVC EXHAUST HEADER PVC SCH 40 TEE OR EL BARB X :MALE 'FITTING: RAIN BIRO XEF-MA FITTING (TYPICAL), OW -SURFACE .DRIPLINE: RAIN.;BIRD•XF .SERIES DRIPLINE POTABLE, XFD DRIPLINE NON -POTABLE: XFDP DRIPLINE,, 3INCH MINIMUM DEPTH OE ' » WASHED:.GRAVEL BRICK, (1 OF 2) OPERATIONAL: INDICATOR RAIN BIRD OPERIND )FD QN-SURFACE PRIFtillgr ARF04.$11.QQ,MOOL.K117. N,T._S. V . ITH. EASY PIT .:COMPRESSION: F ITTT"11�IG5 XFD 06--Surface:-Dripline Air Flush Combo With Compression Fittings, 10-3,-2013 RECEIVED CITY OF TUKWILA JUN 1 9 2014 PERMIT CENTER STATE OF 6/6/14 WASHINGTON REGISTERED LANDSCAPE ARCHITECT anti. akar, AKEMI ' AE SAKAIDA CERTIFICATE NO. 794 EXPIRES 06/16/14 •44- N r 4 1 4 N ICI It) .I- E5 co co REVISED PER CITY REVIEW COMMENTS REVISED PER REVIEW COMMENTS IRRIGATION PLAN REVISED FENCE 0 a 0 N LC) CIVIL ENGINEERING & LANDSCAPE ARCHITECTURE 5027 51st Avenue SW phone 206.923.0590 website www.terraformadesigngroup.com PROJECT NO. 13036 DRAWN BY: ARS DESIGN / CHECKED BY: ARS 402 BAKER BOULEVARD SHEET TITLE IRRIGATION PLAN SHEET NO. L2.1 OF 1 0 2 . 1- stS s 13 EXIST: 4x4 WOOD COLS , ( YP:) 130' EXIST. COVERED AREA W/ SPRINKLERS UNDERNEATH J STORAGE 110 r :r. 13 SPRINKLER RISER REMOVE AIR INTAKE LOUVER URE =wir ELEC. PANELS r w,P. CONC. INFILL FLOOR PLAN LEGEND: It 1� .11 til 1� 11.1 EXISTING CMU WALL EXIST. FRAMED WALL NEW WALL L_• EXIST. LUNC 109 E HALL EXIST. O.H. DR. (s3 13'-5" MEN/ 108 EXIST. OFFICE 101 RELOCATE DOOR EXIST: RECEPT. EXIST. OFFICE 107 • X I ST. OMEN 06 j EXIST. LOSET e 00 In IN FILL OPENING 103 • • • • • • • • N w • • • • FUT-URE":Z-OOLER w ce x LL CO • J TASTING/ RETAIL NEW STOREFRONT • 4 NEW STONE PILARS (TYP.) 12' 104 2'-6" / / 2=6 STORAGE ern"; i . I J. • • OUTLINE OF NEW CANOPY .o >< • WO 0 PLUMBING FIXTURE REQUIREMENTS USE OFFICE TASTING/RETAIL MANUFACTURING STORAGE REMOVE EXIST. DOOR & INFILL W/ CMU EXIST. WD. FRAMING TO BE REMOVED & INFILL W/ CMU REVISIONS No changes shall bedamain to the scope of work without prior approval of Tukwila Building Division. oradopio SCALE: 1/8" = OCCUPANCY GROUP A-2 F-1 S-1 AREA 600sf 1,130sf 9,585sf 1,510sf SEPARATE PERMIT REQUIRED FOR: jalviSchanical Er lectrica1 Plumbing .2r Gas Piping City of Tukwila SUILDiNG DIVISION -ou 8' 16' 24' OCCUPANCY LOAD 6 75 10 3 TOTAL FIXTURE COUNT WC RATIO 1 /25 1/75 1/100 1/100. COUNT TOTAL WATERCLOSETS REQUIRED = TOTAL URINALS PROPOSED = 1 TOTAL LAVS REQUIRED = .645 .24 .1 .03 .37 LAV RATIO 1 /40 1/200 1/100 1/100 COUNT . .15 365 .1 .03 .645 REVIEVVED FOR CODE COMPLIANCE APPROVED City mai ILO( DIVISION FILE COPY Permit Nal ...0.24.--(34DC/4 Plan Wow approval le subject to Inn and omissions. Approval al ametruction documents does not authorize the violation of any adopted code or ordinance. Receipt ci approved Held Copy and conditions le admowledged: Date City of rultwila BUILDING DIVISION RECEIVED 'CITY OF TUKWILA PERMIT CENTER 1S1ON fi 01\ (1( CONT. EXTRUDED CEMENT CONC. CURB wl EXP. JTS. at 20'-0" o.c. & SCORE JTS. at 5'-0" o.c. ASPHALT PAVING AND BASE PER SOILS ENGINEER* 3/4" 0 P.V.C. DRAIN at 10'-0' o.c. =T—Y EXTRUDED CURB STATE DISABLED PARIGNG REQUIRED VAN ACCESSIBLE vf'y VERIFY SIZE W/ CIVIL DWGS FINSHED GRADE IIIIII-1 I IIIIIIIIIIIIIIII WHITE LETTERING & SYMBOL ON A BLUE BACKGROUND PER STATE H.C. CODE LJ (;) METAL SIGN BOLT TO POST PER ICC/ANSI A117.1 502.7 3"- GALV. PIPE - PAINTED EMBED IN CONC. 1'-6" FINISH GRADE 8"- CONC. FOOTING HANDICAP SIGN EPDXY BONDING AGE 3" =1'-0" HANDICAP SYMBOL 3" =1'-0" 1" =1'-0" These plans have been reviewed by the Public Works Department for conformance with current City standards. Acceptance is subject to errors and omissions which do not authorize violations of adopted standards or ordinances. The responsibility for the adequacy of the design rests totally with the designer. Additions, deletions or revisions to these drawings after this date will void this acceptance and will require a resubmittal of revised drawings for subsequent approval. Final acceptance is subject to field inspection the Public Works utilities inspector. Date: By: PRECAST CONC. WHEEL STOPS PER PLAN 0 Z_ 0 J C z v) uJ EXIST. CONC. PATIO •mil >, 9 .► 8 :I I I� � �I I II I II I II I I14 1' PAVING / CONCRETE PATIO III- 10.0' iri a a a 1" =1'-0" BUILDING TOOLED EDGE FINISHED GRADE EIII=Illlg s: 1Lbllll�llllli�— �r•' •o h,4180 4" CONC. WALK (FINISH PER PLAN) COMPACTED SOILS PER SOILS REPORT REVIEWED FOR CODE COMPLIANCE APPROVED APR 2 8 2014 inn City of Tu Ilr BUILDING D VISION GRADE / CONCRETE WALK TRANSITION S88°2527°E 250.01' o a a a 0 a 0 a 0 a T.P. NO. 0223100033 O 0 O 0 0 a a a In EXIST. SCREEN FENCE- 4 27.3' a NEW LS ENDS HERE 60' SETBACK LINE PER PLAT 71/68-69 R-O-W 480.00' CALC'D 0 w U w LL w 1 U v)111 Z EXIST. t5 3 z • a4 NEW A/C EAVE EXIST. COVERED STORAGE MEDIUM ROOF HIGH ROOF LANDSCAPING . a L AW WU 4 DEMO EXIST. CURBS I NI I'Was ps 14 VI RELOCATE F.H. LOWER M.H.— rPLANNING APPROVED • No changes .can be made- to these plans without approval from the Planning Division of. DOD Approved By: t:\''P Date:,,., 4 4 A Amex• NEWLS -.NSW.-CONC.'SIDEWALK.- WA -31 250.01' CALC'D cc RAMP UP • • •••.• 4.• t •.• • • N88°2527"W RELOCATE EXIST. FLAG POLE BASIS OF BEARING S88°25'27"E 1086.95' MEAS. (1087.00' PLAT) DUMP/ RECYCLE ,�__------EXIST. WALL-PAK (TYP. 5 PLACES) 10'x30' LOADING AREA r L SAWCUT•OUT' : •::r. NEW -•PLANTER• :: NEWLS J 19' 35'-6" N 60 =1'-0" T.P. NO. 0223100036 BUILDING a TUKWILA PARKWAY I SITE BAKER BLVD STRANDER BLVD VICINITY MAP FIL Permit No. 0 z IZ LLJ LLJ >— IZ 10 \WALL IS ON LINE 19' GATE DODO 0.1O 23' RAISED WALK X BAKER BOULEVARD 'PUBLIC ROADWAY' e1.0 �1NNW W LS o A 4 CONC CURB . • NEWE LIGHT POLE 2' BEHIND CURB SITE PLAN EXIST. LS • R-O-W SCALE: 1" = 20'-0" 0' 20' 40' 0 z 0 J 0 Z c w SEPARATE PERMIT REQUIRED FOR: Mechanical Electrical Plumbing ) 4 Gas Piping City of Tukwila BUILDING DIVISION Plan reviewapproval is subject to errors and omis o Approval of construct ° documents does ot auth the violation of any a' p ed or ordinance. Rwt of approved Field Cop $ r M , II ► s is :, owled�, By Date BUILDING DATA: City O+f'Yfuk+wlla OFFICE AREA = 600sf BUILDING DIVISION MANUFACTURING = 9,585sf STORAGE = 1,510sf TASTING / RETAIL = 1,130sf TOTAL BUILDING AREA = 12,825sf PARKING: PRODUCTION OFFICE AREA @ 3/1,000 = 2 MANUFACTURING @ 1/1,000 = 10 TASTING ROOM @ 1/100 = 20 TOTAL PARKING REQUIRED = 32 TOTAL PARKING SHOWN = 33 ZONING CODE DATA: CODE: 2012 EIBC ZONE: TUC CONSTRUCTION TYPE: III B - -SPRINKLERED OCCUPANCY TYPE: B & F & A-2 SITE AREA: 53,504sf LANDSCAPING 6' FRONT AREA LANDSCAPE 0' SIDE AREA LANDSCAPE LEGAL DESCRIPTION: SEE SHEET C1.1 SHEET INDEX A 1.0 A 2.0. A 2.1 A 2.2 A 2.3 A 3.0 A 4.0 A 4.1 4 PLAN CORRECTION C 1.2 DEMO/EROSIN CONTROL PLAN C 1.3 CIVIL PLAN C 1.4 CIVIL DETAILS & NOTES C 1 ROAD PLAN C 2 ROADWAY DETAILS C 3 ROADWAY NOTES SITE PLAN/SHEET INDEX/CODE DATA EXISTING FLOOR PLAN FLOOR PLAN LIFE SAFETY PLAN & EXIT REFLECTED CEILING PLAN ELEVATIONS WALL SECTIONS WALL SECTIONS = U LES PLAN RECEIVEr APR 102014 TUKV1ju PUBLIC WORKF C 1.1 PAVING PLAN RECEIVED CITY OF TUKWILA APR 1 0 2014 � loO, C-3 2_00 / 9,-o )4 C,%j00 PERMIT. CEN1 EH 1:20 MAX. SLOPE FROM ACCESSIBLE PARKING STALLS TO ENTRY DOORS 1:48 MAX. SLOPE EACH WAY 1111.. 3 . . AI.0 ACCESSIBLE PARKING SIGNS (TYP. OF 2) ' ' M // I, 8 -6q 8 b � 8 -6 % ENLARGED H. C. PARKING 0053 PAINTED ACCESSIBLE PATHWAY E €` a) .c Cn O C m 0 Y m 0 OM cm at oo' J az LEGEND: illlllltllll1 r L J o� 130' 4 • 13' 16'- f! O 20' 0 20' 20' 20'- ff 20'_4" EXIST. 4x4 WOOD thoL S (TYP.) EXIST. COVERED AREA W/ SPRINKLERS UNDERNEATH EXISTING CMU WALL EXIST. FRAMED WALL TO REMAIN EXIST. FRAMED WALL TO BE DEMO'D STORAGE 110 r-� /. 13' REMOVE EXIST. STOREFRONT 32' 'I DEMO SHOWER & CONVERT TO CLOSET EXIST. O.H. DR. r, LL r 4 i ' EXIST. LUNCH 109 '1"3 Or to ST. MEN ol HALL 108 XIS HAL EXIST. OFFICE 101 EXIST. RECEPT. 100 EXIST. OFFICE 102 107 EXIST. El' OMEN 06 1� 105 tb EXIST. CLOSET 103 60' JJ STORAGE 111 L REMOVE 6' OF WALL TO 7' A.F.F. REMOVE EXIST. DOOR & INFILL EXIST. WD. FRAMING TO BE REMOVED REMOVE INFILL C� OLD DR. OPEN'G ---+---�� F REMOVE EXIST. WINDOW & SILL REPLACE W/ NEW 1" INSUL. GLASS •P 005 3 .0 25' 130' DEMOLITION F L O• R P L A N SCALE: 1 /8'' _0„ O' 8' 16' 24' REVIEWED FOR CODE COMPLIANCE APPROVED APR 2 8 2014 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA APR 1 0 2014 PERM i t E N f E E r" r-- •- r CO 1 - 'vcil Z 0 c z r2 z z W w PRICING DOCUMENTS 1 et M O 713-183 job no. c 3 g v -v checked 12-4-13 date 6 4-14 00 W 00 0) FLOOR PLAN v) X co W W z J1 w H 0 W 1- a 130 LAKESIDE -SUITE 250 a SEATTLE, WA 98122 a 206 325 2553 sheet A2.O 0 • EXIST. 4x4 WOOD COLS (IrYP.) Ei EXIST. COVERED ARE W/ SPRINKLERS UNDERNEATH SEPARATE STORAGE RACK PERMIT REQUIRED All rack storage fixtures over 5'-9" high shall be installed under the provisions of a separate storage rack building permit. All rack storage fixtures greater than 8-feet high shall have the method of anchorage/bracing designed by a professional engineer. Periodic special spection is required in all cases during the anchorage f racks over 8-feet in height. Special inspection quirements shall specified on the rack permit plan. 1 STORAGE 110 13' r:1 SPRINKLER - RISER REMOVE AIR INTAKE LOUVER (FUTURE PACKAGING STEP IN ROOF N. .FUTURE BREWING ELEC. PANELS r CONC. INFILL 32' J EXIST. O.H. DR. -CONVERT SHOWER INTO A CLOSET W/ DOOR EXIST. LUNCHI 109 • XIS HAL EXIST. OFFICE 101 EXIST. RECEPT. 100 ) EXIST. OFFICE 102 OFFICE 112 HALL 105 107 EXIST. OMEN 06 EXIST. CLOSET r 103 • • • • • F U T U RE;6;OOLER • • • • • • • • • • • • • • • • •• STORAGE TASTING/ RETAIL 104 co NEW STOREFRONT I I . • .6e' I . , • 111 COOLER NEW COOLR DR. ce z 1 L. BAR TAPS - • • . • CONC. OR CMU INFILL • .o 1 v)_ w0 w PLUMBING FIXTURE REQUIREMENTS USE OCCUPANCY GROUP AREA OCCUPANCY LOAD WC LAV RATIO COUNT RATIO COUNT OFFICE 600sf 1/25 .24 1/40 . 15 TASTING/RETAIL A-2 1,130sf 75 1/75 1 1/200 .365 MANUFACTURING F-1 9,585sf 1/100. 11100 . 1 STORAGE S-1 1,510sf 1/100 -.03 11100 .03 1 REVIEWED FOR CODE COMPLIANCE APPROVED APR 2 8 2014 City of Tukwila BUILDING DIVISION 0 NEW STOREFRONT FLOOR PLAN LEGEND: EXISTING CMU WALL EXIST. FRAMED WALL NEW WALL • 4 NEW STONE PILARS (TYP.) 12' 2'-6" / 2'_6„ • OUTLINE OF NEW CANOPY 6 SCALE: 1 /8" = 1 -0" III NI IIIII 11111111111111111111•1 III 0' 816' 24' TOTAL FIXTURE COUNT TOTAL WATERCLOSETS REQUIRED = 2 TOTAL WATERCLOSETS PROPOSED = 2 TOTAL URINALS PROPOSED =1 TOTAL LAYS REQUIRED =`.645 TOTAL LAYS PROPOSED = 2 1.37 *Separate Mechanical Permit shall be required for: Coolers, freezers, walk-in coolers and freezers, i.e. assembled and hardwired. *Self-contained "pluqin" coolers or freezers (appliance type) shall t require a mechanical permit. 1• -'00 � 3 .645 IBC 1004.3 POSTING OF OCCUPANT LOAD Every room or space that is assembly occupancy shall have the occupant load oche room or space posted in a conspicuous place, near the main exit or exit access doorway from the room or space. Posted signs shall be of an approved legible permanent design and shall be maintained by the owner or authorized agent. 3r RECEIVED CITY OFTUKWILA APR 1 0 2014 PERMIT Ck.N..I.;EI 77 r` In co 1 e- - -0 z 0 Cr) Z C w z._ z w w PRICING DOCUMENTS . L d-PO 13-183 job no. PTK drawn checked 12-4-13 date M 0 130' 16' 4" 20' 0 20' 0 20' 20, -4 20'- 1) EXIST. 4x4 WOOD thOLS ;(TYP.) EXIST. COVERED AREA. W/ SPRINKLERS UNDERNEATH EX T STORAGE 110 EXIST. O.H. DR. COMMON PATH = 1 0' FUTURE li PACKAGING PATH = 104 FUTURE BREWING; EXIST. OFFICE 101 EXIST. RECEPT. 01 t 1 EXIST. 1 LUNCH 109 EXIST. MEN 108 HALL EXIST. Ell OMEN 106 ,101 EXIST. OFFICE 102 t . COMMON DIST. OFFICE EXIT 13' 32' L_ -- 112 105 z v, . EXIST. , CLOSET 103 r 4--P 1 1---1 6�'--rt'� Z 0 0 U • 44\TRAVEL DISTANCE, • — - • FUTURk'OOLER • •• • • • •• • • ‘Th.Lt COOLER a Il W U z Q 0 J W i TASTING/ RETAIL z uJ z STORAGE MIN rT ill L-� 104 1. L wwiff EXIT 25' FLOOR EXITING PLAN LEGEND: blll1l1l1.�111 EXISTING CMU WALL EXIST. FRAMED WALL NEW WALL 130' • L w EXIT LOAD CALCULATIONS OCCUPANCY GROUP OFFICE AREA 600sf RATIO 1/100 EXIT LOAD 6 TASTINGIRETAIL A-2 1,130sf 1/15 75 MANUFACTURING F-1 9,585sf 11100 10 STORAGE S-1 1,510sf 1/500 2 TOTAL EXIT LOAD i FIRE EXTINGUISHER LOCATION 1. PROVIDE MEANS OF EGRESS ILLUMINATION (EXIT PATHWAY) LIGHTING PER SECTION 1006 IBC. MINIMUM LEVEL 1 FC. 2. EXIT SIGNS TO BE INTERNALLY LIGHT AND ILLUMINATED AT ALL TIMES WITH BACK UP. 3. PROVIDE WALL MOUNTED EXIT SIGN PER IBC SIGNAGE SECTION 1011. 4. MAXIMUM TRAVEL DISTANCE TO AN EXIT IS 250' PER IBC TABLE 1016.2.. 5.75' MAXIMUM TRAVEL DISTANCE TO A COMMON PATH OF TRAVEL PER IBC TABLE 1014.3.. 6. FIRE EXTINGUISHER TO BE INSTALLED PER IBC SECTION 906 WITH A MAXIMUM DISTANCE TO EXTINGUISHERS PER IBC TABLE 906.3(1) OF 75'. 7. PROVIDE AUDIBLE/VISUAL ALARMS AS REQUIRED FOR B, A-2 & F OCCUPANCIES ACTIVATED BY SPRINKLER FLOW SWITCH. 8. PROVIDE SMOKE ALA " SCALE: 1 /8" = 1 '-0" IN IN 1.1111111111111111111111=1 ■ ■ ■ 0' 8' 16 24' IBC • \I 90 2012 IBC MEANS OF EGRES UMINATION 1006.1 Illumination required. The means of egress, including the exit discharge, sha illuminated at all times the building space served by the means of egress is occupied. 1006.2 Illumination level. The means of egress illumination level shall not be Tess than 1 foot-candle at the Walking ;surface. 1006.3 Illumination emergency power. he power supply for means of egress illumination shall normally be provided by the premises' electrical supply. In the event of power supply failure, an emergency electrical system shall automatically illuminate the following areas: 1. Aisles and unenclosed stairways of rooms that require two or more means of egress. 2. Corridors, exit enclosures and exit passageways... 3. Exterior egress components... 4. Interior exit discharge elements... 5. Exterior landiin,gs...for exit discharge doorways. 2012 IBC MEANS OF EGRESS ILLUMINATION 1006.3.1 Illumination level under emergency power. Emergency lighting facilities shall be arranged to provide initial illumination that is at least an average of 1 foot-candle and a minimum at any point of 0.1 foot-candle measured along the path of egress at floor level. Illumination levels shall be permitted to decline to 0.6 foot-candle at the end of the emergency lighting time duration. A maximum-to- nimum illumination uniformity ration of 40 to 1 shall not • : exceeded. 93 REVIEWED FOR CODE COMPLIANCE APPROVED APR 2 8 2014 BUILDING Tplukwila DIVISION RECEIV�.Q CITY OF TU,KGJILA APR 1 0 2014 PERMIT CLNTE:ii d"d- '- I ��N 1.4)r r- I M a `�' m v -D VALUE ENGINEERING REVISIONS I I Z. w C Z 0 c CL I UPDATE _ —• Ca ��^ 0 c. 13-183 job no. PTK drawn checked re) m N 0 - •0 O N CD 00 00 00 • 0) 0 CD QZ a_ 0 -J L.� ASSOCIATES d cr J J W sheet 4 MEN 0 d A 2.2 N I) M tO • N LAKESIDE o SUITE 1') 13' STORAGE 110 FUTURE PACKAGING FUTURE BREWING REFLECTED CEILING PLAN I� 1l 1� 1l ll �l 1 EXISTING CMU WALL EXIST. FRAMED WALL NEW WALL 20' EXIST. OFFICE 101 EXIST. RECEPT. 130' EXIST. LUNCHI OFFICE 20' (DA ST. MEN oft ,oe 108 EXIST. El\ OMEN EXIST. CLOSET 103 r r. 105 1:1 TASTING/ RETAIL 104 20'- „ 20'-4" F U T U RE)COO L E R... STORAGE 111 NEW GWB CEILING L • • • • • • NEW SOFFIT LIGHT (TYP.) INTERIOR BUILDING LIGHTING LEGEND MARK QTY DESCRIPTION LAMP MANUFACTURER & NUMBER "EXIT" DEFERRED SUBMITTAL EXIT LED W/ EMERGENCY BATTERY BACK-UP I 2'x4' T8 FLUORESCENT SURFACE MOUNTED DIR./INDIR. FIXTURE W/ WHITE FINISH 28yy DEFERRED SUBMITTAL DEFERRED SUBMITTAL BATTERY POWERED EMERGENCY PATHWAY LIGHT 0 6" COMPACT FLUORESCENT OR LED CAN DEFERRED SUBMITTAL Q FLUORESCENT OR LED UP -LIGHT DEFERRED SUBMITTAL NO INCANDESCENTS OR HALOGENS ARE TO BE USED OCCUPANCY SENSORS ARE TO BE CONSIDERED IN RESTROOMS, SUPPLY/JANITOR ROOMS, MECH/ELEC ROOMS, CONFERENCE D(V1IAC Amp= DprAI/ /U luny DAAIIQ AkIl' Al 1 ATLICD DAAu1C U.S.G. OR RAAPMETAL FURRING CUPS NPL RROVED 0 24' O.C. 8 GA HANGER WIRE 0 24 O.C. 1 1/2" U.S.G. METAL FURRING CHANNEL OR APPROVED 0 48' 0.C. SLICE CHANNELS W 12' OVERLAP & SECURE W/ DBL STRAND 18 GA. TIE WIRE • GWB CEIUNG GWB SUSPENDED CEILING SEISMIC DETAIL IF WINGER WIRE IS OUT OF PLUMB GREATER THAN 1:8 COUNTER SPLAY PER ASTM C838 WALL WHICH PENETRATES CEiUNG GRID WALL EDGE MOLDING REVIEWED FOR CODE COMPLIANCE APPROVED APR 28 2014 City of Tukwila BUILDING DIVISION SCALE: 1 /8'"-0" ■ ■ IN In 0 1 8' 16' 24' d- NC a- d- a- I 12-23-13 -I 4 0 'CI V z 0 V II CD cn I— UPDATE 0.).— L wv Z.-5 z I.1 0 z D >0 U VI' 1O p c 13-183 job no. PTK drawn checked 12-4-13 date p91 Scale: NONE 112 PERIMETER HANGER WIRE ANCHORED TO STRUCTURE ABOVE 0 EACH MAIN BEAM OR CROSS TEE STABILIZER BAR SYSTEM TO KEEP PERIMETER COMPONENTS FROM SPREADING APART 0 UNATTACHED WALLS ONLY TIGHT LOOP THROUGH HANGER HOLE & THREE 11GHT TURNS WITHIN 3 (TOP 1O BOiTOM) PER ASiM C636 MAIN BEAM OR CROSS TEE CEIUNG GRID oo; STEEL STUD COMPRESSION POST ONLY IF REQUIRED BY BUILDING OFFICIAL. #12 HANGER WIRE TYP. 11GHT LOOP THROUGH HANGER HOLE & THREE TIGHT TURNS WITHIN 3' (TOPTO) SUSPENDED ACOUSTICAL CEILING TILE SEISMIC DETAILS Scale: NONE NOTES: 1. CEILING INSTALLATION PER ITEM 2-8, TABLE 16-0 AND SECTION 25.210 UBC, CEILING INSTALLATION REQUIREMENTS • SUSPENDED CEILINGS SHALL BE BRACED AGAINST LATERAL MOVEMENT DUE TO EARTHQUAKE PER ASTM C636. IN THE ABSENCE OF AN ENGINEERED DESIGN THE FOLLOWING BRACING SYSTEM WILL BE REQUIRED. FOUR NO. 12 GA STEEL WIRES SHALL BE ATTACHED TO A MAIN RUNNER WITHIN 2 INCHES OF A CROSS RUNNER. THE WIRES SHALL BE SPLAYED 90 DEGREES TO EACH OTHER AND RUN UP TO BE ATTACHED TO STRUCTURE ABOVE AT AN ANGLE NOT TO EXCEED 45 DEGREES FROM THE HORIZONTAL A COMPRESSION STRUT SHALL EXTEND FROM THE MAIN RUNNER AT THE ATTACHMENT OF THE WIRES VERTICALLY AND BE ATTACHED TO. THE STRUCTURE ABOVE ONLY IF REQUIRED BY BUILDING OFFICE. SUCH BRACING SYSTEMS SHALL BE PROVIDED AT A SPACING NOT TO EXCEED 12 FEET IN BOTH DIRECTIONS. BEGINNING AT A POINT NOT TO EXCEED 6 FEET FROM WALLS. VERTICAL AND PERIMEiER`HANGERS 'INSTAU.ED PER ASTM C636 AND MANUFACTURERS REQUIREYENRS. UGHTING FIXTURES WHICH WEIGH LESS THAN 56 POUNDS SHALL BE ATTACHED TO THE CEIUNG : GRID SYSTEM AND .TO ' BUILDING STRUCTURE BY AT LEAST 2 N0.' 12 GAGE WIRES. LIGHT FIXTURES WHICH WEIGH 56 POUNDS OR MORE SHALL BE SUSPENDED FROM THE STRUCTURE INDEPENDENT OF THE CEILING GRID, AND AN ENGINEERING DESIGN SHALL BE SUBMITTED TO SUBSTMITiATE THE SUSPENSION SYSTEM. MECHANICAL EQUIPMENT SHALL BE SUPPORTED INDEPENDENT OF THE CEILING SUSPENSION SYSTEM. • MINIMUM 2' WIDE WALL MOLDING • GRID MUST BE ATTACHED TO TWO ADJACENT WALLS OPPOSITE WALL MUST HAVE A 3/4" CLEARANCE. • ENDS OF MAIN BEAMS' AND CROSS TEES MUST BE 11ED TOGETHER TO PREVENT THEIR SPREADING. • PERIMETER SUPPORT WIRES MUST BE WITHIN Be OF CEIUNG EDGE. • PROVIDE MANUFACTURERS HEAVY DUTY GRID SYSTEM: • CEILING AREAS OVER 1,000 SF MUST HAVE'H0RIZ0NTAL RESTRAINT WIRE OR RIGID BRACING. • CEIUNG AREAS OVER Z500 SF MUST HAVE MUST HAVE SEISMIC SEPARATION JOINS OR FULL HEIGHT PARTITION • CEILINGS WITHOUT RIGID. BRACING MUST HAVE 2" OVERSIZED TRIM RINGS FOR SPRINKLERS AND. OTHER PENETRATIONS. • CHANGES IN CEILING PLANE MUST HAVE POSTNE BRACING. • CABE TRAYSD AND ECTWILL BE SUBJECT S MUST BE INDEPENDENTLY SUPPORTED AND BRACED. CABLE -TRAYS AND ELECTRICAL CONDUITS TO SPECIAL INSPECTION AS REQUIRED BY LOCAL BUILDING OFFICIAL IF CEIUNG SYSTEM 10 BE 'INSTALLED IS NOT AS SPECIFIED ABOVE CONTRACTOR SHALL SUBMIT ALiERNATIVE • : MATERIAL AND METHODS AS DESCRIBED IN I.B.C. SECTION 104.11 TO LOCAL BUILDING OFFICIAL 112 HANGER WIRE ANCHORED TO STRUCTURE ABOVE EXPANSION JOINT PER CEIUNG MANUF. RECEIveD CiTY OF TUK ILA APR I e 2,03 PERMIT x N a E EXIST. WALL PAK (TYP. 3 PLACES) EXIST. SIGN TO BE REMOVED CI CONC. OR CMU INFILL CMU INFILL EXIST. LOUVER EXISTING. SOUTH ELEVATION SCALE: 1/8" -0" RENE .. 0' 8' 16' 24' ARM -MOUNTED LIGHT FIXTURE NEW GRAPHICS BAND CMU INFILL EXIST. LOUVER SOUTH ELEVATION GLB & STEEL BEAM FRAME METAL ROOF DECK STONE COLUMN (TYP.) • STUCCO OVER CMU CONC. OR CMU INFILL SCALE: 1/8" = 1 '-0" W E S T E L E V A T I ON SCALE: 1/8" = 1'-o" E A S T E L E V A T I ON SCALE: 1/8" = 1'-0" NENEIN MI III 0' 8' 16'. 24' REVIEWED FOR CODE COMPLIANCE APPROVED APR 2 8 2014. City of Tukwila BUILDING DIVISION RECEIVED CITY OFTUKWILA APR i 0 2014 PERNIE i' CEN'i ER in Shell & TI Permit Drawings\Architectural\ SOFFIT DETAIL 3„=1 '_0» 24 GA. PREFIN. METAL COPING TO MATCH SIDING 24 GA. PREFIN. METAL SECTION TO MATCH SIDING CAPARAPET DETAIL 3»=1'-0" PREFINISHED METAL SIDING METAL STUDS PUNCH WEEPS 24 GA. PREFIN. METAL SECTION TO MATCH SIDING ATTACH 24 GA. PREFIN. METAL COPING TO CONT. CLIP VENT VENT 13' RIBBED METAL DECKING OVER PLYWOOD OVER 2x6 CAR DECKING 12" STEEL BEAM, PAINT J \ ENTRY CANOPY SECTION PREFINISHED METAL DECK OVER 5/8" PLYWOOD DECK OVER 2x6 CAR DECKING (TYP.) WATERTIGHT CLOSURE STRIP PER METAL DECK RECOMMENDED INSTALLATION PREFINISHED METAL GUTTER TO LINE UP WITH SIDE EDGE TRIM AND TO MATCH PREFINISHED METAL DECK 4x6 TREATED WOOD BEAM, STAIN PREFINISHED METAL DECK OVER 5/8" PLYWOOD DECK OVER 2x6 CAR DECKING (TYP.) WATERTIGHT CLOSURE STRIP PER METAL DECK RECOMMENDED INSTALLATION 24ga. G.I. METAL FLASHING PAINT TO MATCH PREFINISHED METAL DECK 2x8 TREATED WOOD TRIM 24ga. CONT. G.I. METAL CLIP PAINT TO MATCH PREFINISHED METAL DECK 4x6 TREATED WOOD BEAM, STAIN CANOPY TOP EDGE TRIM 3"=1'—On Q CANOPY GUTTER 3"=1'-0" 4'-6" SCALE: 1/2" =1'-0" FASTENER W/ NEO- PRENE WASHER, TYP. 24 GA. PREFIN. TRIM CORNER DETAIL 3"=1'-0" EXIST. 2x6 DECKING OVER EXIST. WOOD JTS. WEATHERPROOF VENTS PER MFG. RECOMMMENDATIONS SINGLE -PLY ROOFING OVER 1/2" PLYWOOD OVER 2x6 FRAMING W/ RESILIENT TUBING @ CONT. CLIP TREATED DBL. 2x6 TOP PLATE HOR. METAL SIDING OVER SHEATHING OVER 2x6 STUDS @ 24" o.c. TREATED 2x6 BOTTOM PLATE EXIST. WOOD JOISTS METAL DRIP FLASHING TREATED 2x6 EDGE TRIM EXIST. SOFFIT (MAKE NECESSARY TOUCH-UPS) RECESSED SOFFIT LIGHT (TYP.) EXIST. STUCCO FINISH (MAKE NECESSARY TOUCH-UPS) MANSARD CANOPY SECTION SCALE: 1/2" = 1'-0" 4" PREFINISHED METAL DECK OVER 5/8" PLYWOOD DECK OVER 2x6 CAR DECKING (TYP.) 24ga. G.I. METAL FLASHING PAINT TO MATCH PREFINISHED METAL DECK 2x8 TREATED WOOD TRIM 24ga. CONT. G.I. METAL CLIP PAINT TO MATCH PREFINISHED METAL DECK 4x6 TREATED WOOD BEAM, STAIN REVIEWED FOR CODE COMPLIANCE APPROVED APR 28 2014 City of Tukwila BUILDING DIVISION BOX RIB SIDING PROVIDE ADEQUATE VENTING CLOSURE STRIP & SEALANT FASTENER W/ NEO- PRENE WASHER, TYP. 24 GA. PREFIN. TRIM C3) BOX RIB SIDING RECEIVED CITY OF TUKWILA APR 1 0 2014 PERMi CEN..1 EH CANOPY SIDE EDGE TRIM 3»=1 '_0» G VERTICAL JOINT 3"=11-0» 6" -16 GA MTL. STUD 1 WITH 3/4" SPACER © 24" o.c. W/ CONNECTIONS MANSARD SECTION SCALE: 1/2" =1'-0" CLEAR FOR VENT P, EXIST. CLG. & INSUL. NEW 5/8" GWB EACH SIDE OF 2"x4" METAL STUDS @ 24" o.c., PAINT NEW FLOOR & BASE PER FINISH SCHEDULE INTERIOR OFC. WALL SCALE: 1/2" 1'-0" BRACING PROVIDE SOUND BATTS @ RESTROOMS & LUNCH ROOM NEW 5/8" GWB EACH SIDE OF2"x4"METAL STUDS @ 24" o.c., PAINT 1. NEW FLOOR & BASE PER FINISH SCHEDULE INTERIOR WRHS. WALL SCALE: 1/2" =1'-0" SUSPENDED ACOUSTICAL CEILING TILE 5/8" GWB OVER 8" METAL STUDS @ 24"o.c. WITH R-25 BATT INSULATION OFFICE SIDE WRHS SIDE INTERIOR OFC. / WRHS. WALL SCALE: 1/2" =1'-0" 1 ALLOW FOR 2 1/2" DEFLECTION 2 ROWS #10-14 x 3/4 SELF TAPPING SCREWS @ 12"O.C. (TYP.) ROOF / WALL DETAIL 0 EXIST. 2x6's @ 24"o.c. COMPENSATION CHANNEL 21 18 GA. SECURETOP. RUNNER TO STUDS ONLY - ALLOW COMP. CHANNEL TO MOVE BTWN. STUDS & GWB 5/8" GWB EACH SIDE, TAPPED, NO PAINT 81 /2" SCALE: 1" =1'-0" 5/8" GWB EACH SIDE, TAPPED, NO PAINT 8" x 18 ga. METAL FRAMING 8" x 18 ga. CONT. TRACK WITH .145" 0 POWER DRIVEN PIN @ 48" o.c. MAX. (STAGGER) 4 WALL / FLOOR DETAIL SCALE: 1" =1'-0" REVIEWED FOR CODE COMPLIANCE APPROVED APR 2 8 2014 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TU K W I ILA APR 1 0 2014 PERMI I" CLN t`ER "t r 1 r 1 Mr '4- I 1 r`° 1 m 00. 0 -o 0) 0 2 o: w w z_ 5 z w w M J I PRICING DOCUMENTS c 0 y • L .d-M o c 13-183 job no. PTK drawn checked M 1 1 e 1 N 0 "'- 0 ›- 00 I I 0 L1J 0 m LJ m 0 W N J a O_ c v 0 N d MUELLER W z J 0 MOM In N Csi e) 0 • • N_ CO 0) I— 3 N W N 0 0 W W H a Pr) sheet A4.1 ROOM NAME FLOOR BASE WALLS CEILING N0. NORTH EAST SOUTH WEST MATERIAL HEIGHT REMARKS 100 RECEPTION CARPETING 4 RUBBER 5 G.W.B., PAINT I" G.W.B., PAINT 1. G.W.B., PAINT 8 G.W.B., PAINT 101 OFFICE CARPETING 4" RUBBER 5 sn G.W.B., PAINT 5n a G.W.B., PAINT I" G.W.B., PAINT 5n s G.W.B., PAINT - 102 CONFERENCE CARPETING 4" RUBBER 5u G.W.B., PAINT $ 5 an G.W.B., PAINT 5 gn G.W.B., PAINT 5u G.W.B., PAINT g 103 WORK ROOM CARPETING 4" RUBBER 5n G.W.B., PAINT 8 5 sn G.W.B., PAINT 5G.W.B., PAINT a" 5 an G.W.B., PAINT 104 TASTING/RETAIL SHEET VINYL 4" RUBBER 8" G.W.B., PAINT s" G.W.B., PAINT 8" G.W.B., PAINT 8" G.W.B., PAINT 105 HALL SHEET VINYL 4 RUBBER a G.W.B., PAINT 8 G.W.B., PAINT r G.W.B., PAINT a G.W.B., PAINT GWB, PAINT 9 A.F.F. 106 MEN SHEET VINYL 6 COVED g W.R. G.W.B., PAINT Ti511 W.R. G.W.B., PAINT a W.R. G.W.B., PAINT a W.R. G.W.B., PAINT511 MAKE REPAIRS TO EXIST. AS REQ D. 4' FRP WAINSCOT 107 HALL SHEET VINYL 4" RUBBER 8 G.W.B., PAINT 8 G.W.B., PAINT s G.W.B., PAINT in G.W.B., PAINT MAKE REPAIRS TO EXIST. AS REQ'D. 4' FRP WAINSCOT 108 WOMEN SHEET VINYL 6" COVED 5 an W.R. G.W 5n 5sn W.R. G.W.B., PAINT 5sn W.R. G.W.B., PAINT MAKE REPAIRS TO EXIST. AS REQ D. 4' FRP WAINSCOT 109 LUNCH SHEET VINYL 4" ;RUBBER a G.W.B., PAINT a G.W.B., PAINT a G.W.B., PAINT a G.W.B., PAINT MAKE REPAIRS TO EXIST. AS REQ D. 110 STORAGE 4" RUBBER 5 8n G.W.B., PAINT 5n a G.W.B., PAINT 5 a„ G.W.B., PAINT 8" G.W.B., PAINT CLEAN & SEAL _ 111 STORAGE 4" RUBBER 8" G.W.B., PAINT 8" G.W.B., PAINT 8" G.W.B., PAINT 8" G.W.B., PAINT CLEAN & SEAL 112 OFFICE 4 RUBBER s G.W.B., PAINT s G.W.B., PAINT 8 G.W.B., PAINT a G.W.B., PAINT CLEAN & SEAL 7 DOOR TYPES A/4\r ® NOTES: 1. PROVIDE LEVER -TYPE OPERATING HARDWARE AT ALL DOORS 2. SEE FLOOR PLANS FOR DIRECTION OF DOOR SWING m SOLID CORE WOOD 3, LOCKS- AND LATCHES,PER IBC SECTION 1008,L8,3. 0 STAIN FINISH REVIEWED FOR CODE COMPLIANCE APPROVED 4, EGRESS DOORS SHALL BE READILY OPENABLE FROM THE EGRESS SIDE WITHOUT THE USE OF A KEY OR SPECIAL KNOWLEDGE OR EFFORT, 5. ALL EXTERIOR DOORS & WINDOWS TO HAVE U-FACTOR ASSEMBLY RATING 1 APR 2 8 2014 REQUIRED BY WASH. ST. ENERGY CODE 6. SEE FLOOR PLAN FOR WINDOW LOCATIONS. City of Tukwila BUILDING DIVISION ANOD. ALUM. ANOD. ALUM. SOLID CORE WD. illi 5 A B C 00 ---... DOOR SC D U ,,,, J/„_ V DOOR FRA E HARDWARE DOOR/ WIND. N0. ROOM NAME SIZE THICKNESS TYPE MATERIAL FINISH RECITE MATERIAL FINISH CLOSURE LEVER LATCH LOCKSET KICKPLATE REMARKS 1OOA RECEPTION 3' x 7' 14' A ANOD. ALUM. FACTORY YES ANOD. ALUM. FACTORY 0 104A TASTING/RETAIL (2)-3' x 7' 14 ` B ANOD. ALUM. FACTORY YES ANOD. ALUM. FACTORY 104E 'TASTING/RETAIL 3' x 7' 14' C S.C. WOOD STAIN H.M. PAINT 105A HALL 3' x 7' l' C S.C. WOOD STAIN H.M. PAINT 108A CLOSET 2'-6" x 7' 14' C S.C. WOOD STAIN H.M. PAINT ECEIV:,.D CITY OF TUK!r/IINA APR 1 0 ni4 PERMIT C L. WI..1 °H et' N 1 e} a- Z 0 CD w W Z0 LO f'-' C C 5 L W0 I.IZ a >a = d- ) o 13-183 job no. PTK drawn "0 0 0 I V M v -0 BOULEVARD 00 00 00 W -J CI W U V) 0 0 co MUELLER 0 J • 1- v W H O d 206 325 2553 30 LAKESIDE ° SUITE 250 o SEATTLE, WA 98122 sheet A5.0 REQ'T. 'ER WA. ST. REG. FOR BARRIER -FREE: 1. DOOR HARDWARE WITH MOUNTING HEIGHT 42" A.F.F. PROVIDE CLEAR SPACE FOR APPROACH TO HARDWARE. 2. DOORS WHERE DOOR IS PULLED OPEN, FFLOOR SPACE 18" BEYOND STRIKE JAMB AND 60" PERPENDICULAR TO DOORWAY, WHERE DOOR IS PUSHED OPEN, FLOOR SPACE 12" BEYOND STRIKE JAMB AND 48" PERPENDICULAR TO DOORWAY. 3. BATHROOMS AND SHOWER ROOMS WHEELCHAIR ACCESSIBLE TOILET STALLS 60" WIDE x 59" DEEP. 32" CLEAR ENTRY WIDTH WITH 48" CLEAR UNOBSTRUCTED ACCESS. WATER CLOSETS 18" FROM CENTERLINE TO WALL AND 42" CLEAR. HEIGHT TO TOP OF TOILET SEAT 17"-19'. GRAB BARS 36" A.F.F. x 42" LOND © SIDE AND 36" LONG 2 BACK. FLUSH CONTROLS ON WIDE SIDE 44" A.F.F. URINALS SHALL HAVE ELONGATED RIM 17" A.F.F. LAVATORIES MOUNTED 34" A.F.F. WITH CLEAR FLOOR SPACE 30" WIDE x 48" DEEP AND KNEE CLEARANCE 17"-19". EXPOSED DRAIN PIPES INSULATED WITH FOAM INSULATION. FAUCET HANDLES 17" FROM THE FRONT EDGE. MIRROR BOTTOMS AND TOP OF SHELVES 40" A.F.F. SHOWER STALLS 36" x 36 WITH SEAT AND CLEAR FLOOR SPACE 48" LONG x 36" WIDE. SEAT SHALL BE LOCATED ON WALL OPPOSITE SHOWER CONTROLS. AND GRAB BARS 36" A.F.F. GRAB BARS 36" A.F.F. x 18" LONG © WALL OPPOSITE CLEAR FLOOR SPACE AND 27" LONG WALL OPPOSITE SEAT. GRAB BARS ARE 1 1/4" - 1 1/2 ", 1 1/2" FROM WALL. FAUCET CONTROLS ON WALL OPPOSITE SHOWER SEAT AND 38"-48" A.F.F. THRESHOLD 1/2" MAXIMUM HEIGHT. 4. WATER FOUNTAINS WITH CLEAR FLOOR SPACE 30" WIDE x 48" DEEP WITH 17"-19" KNEE SPACE. SPOUT LOCATION 36" A.F.F., 4" HIGH. CONTROLS WITHIN 6" OF FRONT. NOTES: 1. ALL FIXTURE HEIGHTS AND CLEARANCES TO COMPLY WITH I.B.C. CHAPTER 11, WAC 51-30 AND ACCESSIBILITY GUIDELINES (TYPICAL). MOUNT ALL OPERATING CONTROLS & DISPENSING SLOTS NO HIGHER THAN +40" AFF. WALL- OUP TED SIGNAGE REQUIREMENTS: SIGNS ARE CENTERED ON THE WALL 60" ABOVE THE FLOOR. MOUNTING LOCATION ALLOWS A PERSON TO APPROACH WITHIN 3" OF THE SIGNAGE WITHOUT ENCOUNTERING PROTRUDING OBJECTS OR STANDING WITHIN THE SWING OF THE DOOR. THE INTERNATIONAL SYMBOL OF ACCESSIBILITY IS INSTALLED ON THE WALL ADJACENT TO THE LATCH SIDE OF THE DOOR. THE BORDER DIMENSION OF THIS PICTOGRAM SHALL BE A MIN. OF 6" IN HEIGHT. WHERE THERE IS NO WALL SPACE ON THE LATCH SIDE, INCLUDING AT DOUBLE DOORS, SIGNS SHALL BE PLACED ON THE NEAREST ADJACENT WALL. CORRESPONDING GRADE 2 BRAILLE 2. W.C. GRAB BARS LOCATED AT THE SIDE SHALL BE MIN. 42" LONG LOCATED NOT MORE THATN 12" FROM REAR WALL AND EXTENDING MIN. 54" FROM THE REAR WALL. GRAB BARS LOCATED AT THE BACK SHALL BE MIN. 36" LONG AND EXTEND MIN. 12" PAST W.C. & TOWARD SIDE WALL AND MIN. 24" PAST W.C. & TOWARD OPEN SIDE OF W.C. GRAB BARS LOCATED AT THE BACK SHALL BE MOUNTED NOT MORE THAN 9" BEHIND SEAT. 3. INSULATE EXPOSED DRAIN & HOT WATER SUPPLY PIPING UNDER SINKS, PER CODE, WHERE NOT. OTHERWISE PROTECTED BY SCREEN PANELS. [ 31_4" / y cv r 1 \--- cv nE0 / Ci SAN. N./T. DISPOSAL -J SMOOTH NON-ABSORBANT 6" COVE BASE (TYP.) NORTH MEN 106 3' --, /- 0 - . N r 1' 3 `i _ - 4 T T IL6" , SMOOTH NON-ABSORBANT-/ 6" COVE BASE (TYP.) EAST WOMEN NOTES: 1. MOUNTING: CENTERED ON DOOR 60" FROM THE FLOOR. 2. CIRCLE FOR MEN, TRIANGLE FOR WOMEN. CHARACTERS AND ARE ACCOMPANIED BY GRADE 2 BRAILLE. CHARACTERS ARE MINIMUM 5/8" HIGH AND A MAXIMUM OF 2" HIGH. THE CHARACTERS AND BACKGROUND OF THE SIGN IS MATTE OR NON -GLARE FINISH AND THE COLOR AND CONTRAST OF THE SIGN DISTINCTIVELY CONTRASTS WITH THE COLOR AND CONTRAST OF THE WALL. THE REQUIRED COLOR OF THE SYMBOL OF ACCESSIBILITY CONSISTS OF A WHITE FIGURE ON A BLUE BACKGROUND. STAINLESS STEEL SIGNAGE: WHITE FIGURE ON STAINLESS STEEL BACKGROUND DOOR MOUNTED SIGNAGE: 12" DIAMETER CIRCLE 1/4" THICK. STAINLESS STEEL WITH WHITE FIGURE WALL MOUNTED SIGNAGE: FONT IS SANS -SERIF UPPERCASE 5/8" HIGH AND ACCOMPANIED BY GRADE 2 BRAILLE AS PER DDA REQUIREMENTS. RESTROOM SIGNAGE 1 ♦ / J ! ♦ ♦ ♦ ♦ SMOOTH NON-ABSORBANT 6" COVE BASE (TYP.) SOUTH 121 4.1., 00 5; 0 0 3'x4' MIRROR PAPER TOWEL/WASTE RECEPT. WEST SMOOTH NON-ABSORBANT 6" COVE BASE (TYP.) ♦ / / 3'_4" N r dJ C — d ♦ ♦ \--- %•.—/) rI / J ♦ ♦ T SAN. N./T. DISPOSAL -! SMOOTH NON-ABSORBANT 6" COVE BASE (TYP.) NORTH WOMEN 108 CV f 6" COVE BASE (1Y I'-6" SMOOTH NON-ABSORBANT J 2'-4" I CV EAST SOUTH SCALE: 3/8" = 1'-0" 0 0 0 MIRROR r LI WEST SMOOTH NON-ABSORBANT 6" COVE BASE (TYP.) SCALE: 3/8" = 1'-0" STAINLESS STEEL SIGNAGE: WHITE FIGURE ON STAINLESS STEEL BACKGROUND DOOR -MOUNTED SIGNAGE: EQUILATERAL TRIANGLE 1/4" THICK WITH EDGES 12" LONG; STAINLESS STEEL WITH WHITE FIGURE. WALL -MOUNTED SIGNAGE: FONT IS SANS -SERIF UPPERCASE 5/8" HIGH AND ACCOMPANIED BY GRADE 2 BRAILLE AS PER DDA REQUIREMENTS. MIRROR REVIEWED FOR CODE COMPLIANCE APPROVED APR 2 8 2014 City of Tukwila BUILDING DIVISION PLASTIC LAMINATE BACKSPLASH PLASTIC LAMINATE COUNTER TOP 2" x 3" STEEL TUBE RECEIVED CITY OF TUKWILA FEB 1 4 2014 PERMIT CENTER VA\TY SECTIO SCALE: 1' f7 d- I C0 1 a) v 'o PRICING DOCUMENTS c 0 Di a) 1` In o c 13-152 'ob no. PTK drawn checked 1 N C ,- -o W re W cc t0 C2C I I I I 12 0 31. 00 00 00 OD z 0 (f) RESTROOM DETAILS ASSOCIATES MUELLER MEIN (A 0 W H I Q 4 sheet A6.0 PROPERT PLANT SCHEDULE PROJECT TEAM UNDERGROUND ELECTRIC SYSTEM EASEMENT RECORDING NO. 8901300959 10' UTILITY EASEMENL PER PLAT 15' UTILITY - EASEMENT RECORDING NO. 9511300539 EXISTING TREES TO REMAIN. NOTE: TREES STAKES REQUIRED ONLY FOR STREET TREES. DO NOT INSTALL ON SITE TREES WITH STAKES. IF TREES NEED STAKING WITHIN FIRST YEAR, CONTRACTOR TO STAKE ON SITE TREES. CONTRACTOR TO REMOVE STAKES AFTER ONE YEAR. 2"x6" WOOD STAKES, LOCATED OUTSIDE OF ROOTBALL. FASTEN WITH CHAIN LOK TREE TIES. STAKE MAY NOT TOUCH TREE TRUNK. STAKE HEIGHT MUST BE AT LEAST 5' FROM FINISHED GRADE. PLACE 3" OF BARK MULCH IN SAUCER TO WITHIN 3" OF THE TRUNK. NO PLANTING 3' DIAMETER MIN. REMOVE CONTAINER OR PULL BACK TOP PORTION OF BURLAP FROM ROOTBALL PRIOR TO PLACEMENT IN PLANTING PIT. FORM 5" HT. WATER DAM AROUND TREE WITH SOIL TO HOLD WATER. FINISH GRADE. SCARIFY SIDES OF PLANTING HOLE. MAKE SURE HOLE HAS GOOD DRAINAGE. EXISTING NATIVE SOIL OR NEWLY PLACED TOPSOIL. -till 1.1 =1.1 1 I II 1 BOULDERS RIVER ROCK 0 001 0 .7) EXISTING LANDSCAPING TO REMAIN. FENCEIGATE(REFER TO ARCH PLANS) TRANSPLANT EXISTING PLANTS (TYPICAL) INTO OTHER LANDSCAPE BEDS r rim r . 3 _. _ - EXISTING LANDSCAPING TO REMAIN. NOTE: WHERE NEW PLANTERS ARE PROPOSED, REMOVE & REUSE EX. PLANTS AND ROCK TO "REUSE" AREAS. 5' UTILITY EASEMENT RECORDING NO. 9511300540 7- ill I i o ® EX. THE - REFER TO CIVIL SHEETS FOR STREET TREE LOCATIONS TRANSPLANT EX. TALL GRASSES TO HELP SCREEN SOUTH SIDE OF NEW SHORT WALL DECIDUOUS SET TREE STRAIGHT AND PLACE ROOTBALL ON SOLID GROUND OR ON COMPACTED BACKFILL. IIIIIIIIIIIPIIIBIIIIfl1111110M V 3 TIMES V ROOT BALL DIAMETER i TREE PLANTING DETAIL SCALE: N.T.S. BACKFILL PLANTING HOLE 1/2 FULL WITH NA11VE SOIL REMOVED OF DEBRI. TAMP SOIL TO STABILIZE ROOTBALL. WATER THOROUGHLY. CUT AWAY STRING AND BURLAP. IF IN WIRE BASKET REMOVE COMPLETELY. BE CAREFUL NOT TO DAMAGE ROOTS. BACKFILL REMAINING PLANTING HOLE WITH A MIXTURE OF APPROVED TOPSOIL AND NATIVE SOIL. AMEND BACKFILL AS NOTED IN LANDSCAPE NOTES. I- 11 II1II II--III=II ` (I - MULCH 3" DEEP ALL PLANTING BEDS 20 GRAPHIC SCALE 0 10 20 40 TREES SYMBOL SCIENTIFIC NAME COMMON NAME QUANTITY SIZE (MIN.) SPACING (MAX.) NOTES SHRUBS SYMBOL MAPLE : EXISTING ONSITE TREE GINGKO BILOBA 'AUTUMN GOLD' AUTUMN GOLD GINGKO MAGNOLIA STELLATA STAR MAGNOLIA MALUS 'JARMIN' MARILEE CRABAPPLE NOTE: - ALL DEDICUOUS TREES MEASURED 4.5 FEET ABOVE ROOT BALL TO VERIFY MIN. CAUPER . - ALL EVERGREEN TREES MEASURED FROM THE TOP OF GROUND TO UPPER BRANCHES. - ALL TREES TO MEET AMERICAN ASSOCIATION OF NURSERYMEN STANDARDS. ALL TREES TO HAVE SINGLE TRUNK AND MATCHING FORM. 3 1 APPROX. 10' TALL AS SHOWN PROTECT AND KEEP FOR LANDSCAPING IF DAMAGED, REPLACE WITH SIMILIAR SIZE & TYPE MATCHING FORM. MIN. BRANCH HEIGHT 6' REFER TO CIVIL SHEETS FOR INSTALLATION. MUTLI-TRUNK ACCEPTABLE, NICE BRANCHING PATTERN SCIENTIFIC NAME COMMON NAME 3 QUANTITY 2" CAL. 10 GALLON 2" CAL SIZE (MIN.) AS SHOWN AS SHOWN AS SHOWN SPACING (MAX.) SINGLE TRUNK, MATCHING FORM, MIN. BRANCH HEIGHT 5' NOTES 411► 04•0 0 GROUNDCOVER SYMBOL CISTUS HYBRIDUS ROCKROSE NANDINA MOON BAY MOON BAY DWARF HEAVENLY BAMBOO PINUS MUGHO PUMIUO DWARF MUGHO PINE RHODODENDRON 'PJM' PJM RHODODENDRON REUSE EXISTING PLANTS 3 6 22 6 3 GALLON 2 GALLON 2 GALLON 5 GALLON AS SHOWN AS SHOWN AS SHOWN AS SHOWN FULL, WELL SHAPED FULL, WELL SHAPED MULTI- STEM, FULL FULL, HEALTHY FOLIAGE, STRONG NOTE: - SHRUBS TO BE A MINIMUM OF 18" HIGH AT TIME PER CODE REQUIREMENTS. INCREASE GALLON SIZE TO IF NEEDED TO MEET REQUIREMENT. SCIENTIFIC NAME COMMON NAME QUANTITY SIZE (MIN.) SPACING (MAX.) NOTES 'v,vvvvvvvvvv VVVV Vvvvvvvv rvvvvvvvvvvvv OTHER SYMBOL CALLUNA VULGARIS HEATHER FESTUCA IDAHOENSIS SISKIUOU BLUE BLUE IDAHO FESCUE GRASS MISCANTHUS 'MORNING LIGHT MORNING LIGHT MAIDEN GRASS FRAGARIA 'LIPSTICK' LIPSTICK BARREN STRAWBERRY TEUCRIUM CHAMAEDRYS GERMANDER 12 7 150 ID 1 GALLON 1 GALLON 4" POTS 1 GALLON AS SHOWN AS SHOWN 12" TRAINGULAR 18" TRIANGULAR NOTE: - GROUNDCOVER TO BE PLANTED TO ACHIEVE FULL COVERAGE WITHIN THREE YEARS. - QUANTITY IS APPROXIMATE. CONTRACTOR TO VERIFY SQUARE FOOTAGE AND NUMBER NEEDED FOR REQUIRED SPACING. - GROUNDCOVER IS NOT REQUIRED UNDERNEATH SHRUBS OR WITHIN TREE WELLS. SCIENTIFIC NAME COMMON NAME QUANTITY SIZE (MIN.) SPACING (MAX.) FULL WHITE, OR PURPLE FLOWER FULL, WELL SHAPED FULL WELL SHAPED FULL WELL ROOTED FULL, WELL ROOTED NOTES 80 \/ Iii! _W /• +•' \/% lid \// • 1I!il \ \/ / 1 11 2 TIMES I_ -III ROOT BALL DIAMETER ( IN FEET ) 1 inch = 20 ft. SET SHRUB STRAIGHT AND PLACE ROOTBALL ON SOLID GROUND OR ON COMPACTED BACKFILL. BACKFILL PLANTING HOLE 1/2 FULL WITH NA11VE SOIL TAMP SOIL TO STABILIZE ROOTBALL. WATER THOROUGHLY. DO NOT DISTURB ROOTBALL UNLESS ROOTBOUND. BACKFILL REMAINING PLANTING HOLE WITH 1/2 APPROVED TOPSOIL AND NA11VE SOIL. AMEND BACKFILL AS NOTED IN THE INSTALLATION NOTES. (FINISH GRADE. HOLE HAS GOOD DRAINAGE. EXISTING NATIVE SOIL. CONTAINER SHRUB PLANTING DETAIL SCALE: N.T.S. BARK MULCH EDGE OF BED nfr APPROVED APR 2 3 2014 11y of Tukwila PUBLIC Works 0 • // \ RIVER ROCK ROCK BOULDERS x 1X SPACING CURB OR STRUCTURE NOTE: SPACING TO BE TRIANGULAR PER DISTANCE SHOWN ON PLANT SCHEDULE 3\ GROUNDCOVER SPACING L1.1 MULCH 2" DEEP ALL PLANTING BED AREAS. FINISH GRADE SCALE: N.T.S. PLANT GROUNDCOVERS NO MORE THAN 1" ABOVE FINISH GRADE PRIOR TO SPREADING MULCH -III.---!1-!- 1---Ii1 -1I III1 =1 1 II1=1 II 1-I,(_l TOPSOIL: SEE LANDSCAPE NOTES FOR SPECIFICATION EXISTING NA11VE SOIL OR NEWLY PLACED TOPSOIL. 4\ GROUNDCOVER PLANTING DETAIL L1.1 SCALE: N.T.S. 1'TO 3' RANDOM ROUND/SMOOTH WASHED RIVER ROCK 4"-9" (REUSE EXISTING AND ADD TO BLEND) VARIOUS SHAPES AND SIZES SAME MATERIAL- MATCH EX/REUSE LANDSCAPE ARCHITECT TERRAFORMA DESIGN GROUP, INC. 5027 51ST AVENUE SW SEATTLE, WA 98136 CONTACT: AKEMI SAKAIDA, LA PHONE: (206) 923-0590 EMAIL: akemi@nwlink.com DEVELOPER ODIN BREWERY CONTACT: AL ROBERTSON PHONE: (206) 248-7322 LANDSCAPE NOTES GENERAL: * UTILITY LOCATION: DETERMINE ALL ABOVE GRADE AND UNDERGROUND UTILITIES BEFORE COMMENCING WORK. ALL WORK TO BE COMPLETED TO AVOID ANY DAMAGE. THIS IS THE RESPONSIBILITY OF THE CONTRACTOR. 1. ALL EXISTING VEGETATION AREAS TO RECEIVE NEW LANDSCAPE SHALL BE CLEARED AND GRUBBED FROM THE SITE PRIOR TO COMMENCEMENT OF LANDSCAPE WORK. 2. SUBGRADES FOR ALL PLANTING BED AREAS SHALL BE 6" MINIMUM BELOW FINISH ELEVATION. ALL PLANTING BEDS TO HAVE POSITIVE DRAINAGE. MINIMUM 3%.. ALL CONSTRUCTION DEBRI AND PAVING MATERIAL IS TO BE REMOVED FROM PLANTING AREAS. 4. EXISTING CLAY OR SANDY SOILS SHALL BE AUGMENTED WITH ORGANIC SUPPLEMENTS. SOIL ANALYSIS MAY BE REQUIRED. 5. CONTRACTOR SHALL GUARANTEE PLANTS AND GRASS FOR A MINIMUM OF ONE YEAR AFTER APPROVED COMPLETION. 6. IMMEDIATELY NOTIFY TERRAFORMA DESIGN GROUP OF ANY ADVERSE CONDITIONS OR CONFLICTS WHICH MAY AFFECT HEALTH OF PLANT MATERIAL. SITE CONSTRUCTION: 1. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY AND LOCATE ANY EXISTING OR PROPOSED UTILITIES. ANY DAMAGE DONE BY NOT LOCATING, IS THE RESPONSIBILITY OF THE CONTRACTOR. COORDINATE WITH OWNER REPRESENTATIVE. 2. REFER TO CIVIL ENGINEERING DRAWINGS FOR GRADING, DRAINAGE, AND UTILITY DESIGN. UTILITIES SHOWN ON DRAWING ARE SCHEMATIC ONLY. 3. EROSION CONTROL SHALL BE PROVIDED CO NSTRUCTION ED DURING CONS RUCTION PER CIVIL PLANS. REVIEWED FOR CODE COMPLIANCE APPROVED APR 2 8 2014 City of Tukwila BUILDING DIVISION f 120' W IE AIDIU It? 1t; i NOTES: 1: LOWE ° I • HANDLE 3 STAKES 4:- AVOID 5, WIRE: 6 .IN CRT PLAT SIDEWA( SQUARE 20'"1£IJ OR TR FOR TR • CONTR .ROOT SIMILAR I:N ACC'C DIRE T Q, ULC1' BARK, 10.: L.ANISI A1ti1I'.,M AsNCHIN HEI I'IT SHAL TOPOF'ROOTCRC; S BY :ROOTSAL ..::. NOT PENETRATE ` .R00'TBAE:L ;•::: ISNOT ALLOWED, CNDITIONS:. TREI IST111I. SIDWA ' • 1 IMENSI: NINE SMALLER`; L 16 ENLARoEI l , lll rIPOLES Al L1E1 LIE' TOA.NI PORT POLES R OVER; 2 DEL I14'STAL tI RI ER TEAT IS .- UaSTANTt 7 EEPROOT ROOT t1RRII ROANCE WITH MAN:U A 'TURI O.UY1 I1 .ALL N1I ST( !. STARE:, SIMBLE INCLUt1N. RE SUII ABLIA' IGID ELASTIC E:WCO >'CI"11I•S BARK NOT PER 11T1" FABRIC BETWEEN.. $ A( NOT` PERMIT°`I"EDi, 1AI, EITER PRESSURE POLES TYP RTAPE OR OTTER: FL.EXI'.I ' tv TERIAL. (O WIRE) SEE' IN PIT 0NOI E CURE EI" rr ROWN. AT TOP'.:OF T i SI 1I EMOV. SOIL;.. OM : Tt P F f ALL T.gsposTORIPqROOT OWN AS .NECESSARY; ULCk1 ''":AWAYII FROM M a H 01CHFLUSH: WI`I"H ',OR ORETE SIDEWALK: e H DEEP ROO. BACK OF INO IRE- CA: At I< `ILL OR : THE CTE1 BY ENOIiEF ,, CUT AND , RO CI DES OP P'IT: IRO E : Y, PUBLIC WI aRRI KS N STREET TREE TUKIMLA PRWY. STRANDER BLVD. -44\ SITE BAKER BLVD. VICINITY MAP SCALE: N.T.S. PROPERTY INFO PARCEL NO: 022310-0031,-0032,-0034 PLANTING BEDS: 1. PLANTING BEDS TO HAVE A MINIMUM OF 6" OF APPROVED THREE WAY TOPSOIL WITH 40% COMPOSTED ORGANIC MATTER. 12" IN NEW PLANTER BEDS THAT HAD BEEN PAVEMENT. 16" AT AREAS WITH TREES. DEPTH OF SOIL IS DETERMINED AFTER SETTLING HAS OCCURED. ALL BEDS TO BE NONCOMPACTED TO A DEPTH OF 18" AND CONTAIN VIABLE TOPSOIL WITHIN THIS AREA. PLANTING BEDS TO HAVE MORE SOIL IF NECESSARY TO BE FLUSH WITH CURB, SIDEWALK OR OTHER PAVED SURFACE. ALL•PLANTING BEDS TO HAVE POSITIVE DRAINAGE. *VERIFY EXISTING SITE CONDITIONS TO DETERMINE IF SUBSOIL IS SUITABLE FOR PLANTING. ADDITIONAL TOPSOIL MAY BE NECESSARY. OPTION TO USE EXISTING SITE SOIL AND AMMEND PER SOIL TESTING RECOMMENDATIONS. CONTRACTOR TO OBTAIN TESTING OF EXISTING SOIL. VERIFY SOIL AND PROCEDURE WITH OWNER REPRESENTATIVE PRIOR TO CONSTRUCTION. 2. CONTRACTOR TO VERIFY PLANT QUANTITIES AND SQUARE FOOTAGE. NOTIFY TERRAFORMA DESIGN GROUP IF THERE IS A DISCREPANCY. 3. ALL PLANT MATERIAL TO BE WELL BRANCHED, FREE FROM DISEASE OR PEST, AND HAVE A WELL DEVELOPED ROOT SYSTEM. ALL MATERIAL TO MEET AMERICAN ASSOCIATION OF NURSERYMEN STANDARDS. 4. FERTILIZE ALL PLANT MATERIAL WITH SLOW RELEASE FERTILIZER PER MANUFACTURER'S RATES. 5. PLANT MATERIAL PLANTED TO BE SAME AS CURRENT GROWTH RATE AT FINISH GRADE. 6. WATER PLANTS THOROUGHLY DURING PLANTING AND IMMEDIATELY FOLLOWING. WATER HEAVILY AT FIRST , 3 TIMES PER WEEK, AND LESS ONCE ESTABLISHED. 7. ORGANIC MEDIUM MULCH TO BE A MINIMUM OF 3" DEPTH IN ALL PLANTING BEDS. 8. STAKES TO BE COMPLETELY REMOVED BY CONTRACTOR PRIOR TO 1 YEAR. CHECK QUARTERLY FOR DAMAGE OR ADJUSTMENTS NEEDED. 9. CONTRACTOR TO CONFIRM THAT MULCH AND SOIL IMPORTED IS WEED FREE. IF EXCESSIVE WEEDS OCCUR, CONTRACTOR SHALL REMOVE THEM AT NO COST TO OWNER. WEED BARRIER IS NOT TO BE USED. 10. LANDSCAPE PLAN FOR AREAS DESIGNATED AS "REUSE EXISTING PLANTS" WILL BE SUBMITTED AS A REVISION. IRRIGATION: 1. IRRIGATION WILL BE PROVIDED FOR ALL EXISTING AND NEW LANDSCAPE AREAS. IRRIGATION WILL BE DEFERRED AND SUBMITTED AS A REVISION, PRIOR TO PAVING. DESIGN / BUILD BY CONTRACTOR. 10'x6' STRUCTURAL PLANTER BACKFILL. SEE PLANTER NOTES. STREET TREE ROOT BARRIER 10' LONG 4'x6' PLANTER - '-CURB OPENING STREET TREE PLAN VIEW PLANTER STRUCTURAL SOIL THE THREE COMPONENTS OF THE STRUCTURAL SOIL ARE MIXED IN THE FOLLOWING PROPORTIONS BY WEIGHT: CRUSHED STONE: 100, CLAY LOAM: 20, HYDROGEL: 0.03. TOTAL MOISTURE AT MIXING SHOULD BE 10% (AASHTO T-99 OPTIMUM MOISTURE). CRUSHED STONE (GRANITE OR LIMESTONE) SHOULD BE NARROWLY GRADED FROM 3/4 -1 1/2 INCH, HIGHLY ANGULAR WITH NO FINES. • THE CLAY LOAM SHOULD CONFORM TO THE USDA SOIL CLASSIFICATION SYSTEM (GRAVEL<5%, SAND 25-30%, SILT 20-40%, CLAY 25-40%). • ORGANIC MATTER SHOULD RANGE BETWEEN 2% AND 5%. • THE HYDROGEL, A POTASSIUM PROPENOATE-PROPENAMIDE COPOLYMER IS ADDED IN A SMALL AMOUNT TO ACT AS A TACKIFIER, PREVENTING SEPARATION OF THE STONE AND SOIL DURING MIXING AND INSTALLATION. MIXING CAN BE DONE ON A PAVED SURFACE USING FRONT END LOADERS. TYPICALLY THE STONE IS SPREAD IN A LAYER, THE DRY HYDROGEL IS SPREAD EVENLY ON TOP AND THE SCREENED MOIST LOAM IS THE TOP LAYER. THE ENTIRE PILE IS TURNED AND MIXED UNTIL A UNIFORM BLEND IS PRODUCED. THE STRUCTURAL SOIL IS THEN INSTALLED AND COMPACTED IN 6 INCH LIFTS. NOTE: WHERE THE STRUCTURAL SOIL EXTENDS UNDER THE PROPOSED SIDEWALK, INSTALL GEOTEXTILE BETWEEN THE STRUCTURAL SOIL AND THE SIDEWALK BASE ROCK. RECEIVED CITY OF TUKWILA STATE OF 4/17/14 WASHINGTON REGISTERED LANDSCAPE ARCHITECT AKEMI ' AE SAKAIDA CERTIFICATE NO. 794 EXPIRES 06/16/14 4-7-2014 0 vl 0 PERMIT SUBMITTAL REVISED PER CITY REVIEW COMMENTS REVISED PER REVIEW COMMENTS REVISION N I z Z CIVIL ENGINEERING & LANDSCAPE ARCHITECTURE aU 0 a.) 0) cu 173 N 0 0 a cn cn -o t phone 206.923.0590 website PROJECT NO. 13036 DRAWN BY: ARS DESIGN / CHECKED BY: ARS 00 00 ib rn 402 BAKER BOULEVARD SHEET TITLE LANDSCAPE PLANTING PLAN SHEET NO. L1.1 SCALE: N.T.S. APR 1 8 2014 PFRMJJ QEtJ L1.1 OF 1 13036—CIVIL.dwg Dates Apr18,2014 LEGEND EXISTING PROPOSED CEMENT CONCRETE, CLASS 3000 — PROPERTY LINE R.O.W. CENTERLINE EASEMENT A.C. PAVING CONCRETE GRADING CONTOUR SPOT ELEVATION WATER MAIN SEWER MAIN STORM DRAIN FIRE HYDRANT WATER METER GATE VALVE SEWER MANHOLE STORM CB STORM MANHOLE STREET LIGHT JUNCTION BOX ;.COMPACTED SUBGRADE CONCRETE SLAB SCALE: N.T.S. 03-06-13 FOUND CONC MON IN CASE BRASS DISC DOWN 0.7' T.P. NO. 0223100041 A.C. PAVING CRUSHED ROCK BASE 4-9- SOIL SBGRAI;Ei:.l .I I i 1 ! it l II! si i 3" HOT -MIX ASPHALT, CLASS 1/2", OVER 4" TOP COURSE CRUSHED SURFACING PER WSDOT SPEC. 9-03.9(3), OVER COMPACTED SUBGRADE, 95% OF MAX. DRY DENSITY (ASTM D1557) NOTE: A GEOTECHNICAL ENGINEER SHALL INSPECT THE SUBGRADE PRIOR TO PAVING. A LESSER PAVEMENT SECTION MAY BE APPROVED UPON INSPECTION AND RECOMMENDATION BY A LICENSED GEOTECHNICAL ENGINEER. NEW STOP SIGN (PRIVATE) REMOVE EX. EXTR. CONC. CURB. NEW A.C. PAVING TO EX. EDGE. 03-06-13 SET PK NAIL & WASHER "GEOD LS #15025" AT PROPERTY CORNER EX. DRWY. 480.00' CALC'D — w- - - M 03-06-13 SET 1/2" REBAR & CAP "GEOD LS #15025" 1 AT PROPERTY GORIER EX. 10 U11L ESMT. PER PLAT 71/6B-69 saw RAVEL SURFACE OVERLAY 4' NEW CRUSHED SURFACING TOP COURSE (COMPACTED DEPTH) OVER COMPACTED EX. GRAVEL LOS PER ARCH. PLANS X. TRANSFORMER USE EXTRUDED PORTLAND CEMENT CONCRETE. PROVIDE JOINTS AT 10' 0.C. (MIN.) USING RIGID DIVIDER OR SAWCUT AFTER CONCRETE CURES TO MINIMUM STRENGTH. A.C. PAVING PER PLAN EX. ELEC. ESMT. REC. #8901300959 EX. 15' UTIL ESMT. REC. 9511300539 EX. FIRE DCDA VAULT & FDC TOP OF VLT= 30.30 250.01' CALC'D 5.5" 1.5"R 7" CONC. EXTRUDED CURB SCALE: N.T.S. • MINIM PARCEL A S88'25'27"E 250.01' • VE SAWCUT EX. CONC. FOR NEW PLANTER NEW CONC. EXTRUDED CURB. REMOVE EX. PAVING WITHIN PLANTER. NEW CONC. CURB & SIDEWALK PER DTL 3/C1.1 COLUMN TYP BOLLARD, 2 PLACES PER ARCH. PLANS d RELOCATE- n f STREET TREE W/ WELL PER SHEET C1 & L1.1 (6 TOT) BASIS OF BEARING S88.25'27"E 1086.95 MEAS. (1087.00' PLAT) 0 BAKER BOULEVARD SAWCUT & SEAL ONE. MATCH EX. GRADE. 0 cc 6" HEIGHT, UNLESS NOTED OTHERWISE ,.. is^..,... .3j00 ... ... CONC. WHEELSTOP. 4 PLACES. —NOTE: "CURB .HT VARIES 0:3'• MINa 1 1 i NEW GATE PER ARCH. PLAN LSC CONC. PATCH REMOVE EX. FENCE .: 1 AWCUT EX. PAVING. 1, NEW ASPHALT PATCH. MAKE FLUSH W/ PA110. NEW CONC. CURB & SIDEWALK PER D1L 3/C1.1 NEW 6'x4' FLUSH TREE OPENING (3 PLACES) 4 PATCH JOINT AT EX. FENCE IF NECESSARY —NEW CONC. EXTRUDED CURB. REMOVE EX. PAVING WITHIN PLANTER. NEW CONC. EXTRUDED CURB. REMOVE EX. PAVING WITHIN PLANTER. ASPHALT CONC. PAVING ROUND TOOLED EDGE MONOLITHIC CONC. CURB AND SIDEWALK 6X6XW1.4/W1.4 WWM SLOPE: 1% MIN, 2% MAX (D..—2" THICK LAYER COMPACTED ROCK BASE - COMPACTED NATIVE OR FILL SOIL #4 BARS TOP & BOTTOM CONTINUOUS EXCEPT AT EXP. JOINTS ON -SITE CONCRETE WALK SCALE: N.T.S. — — NEW CONC. EXTRUDED CURB. REMOVE EX. PAVING WITHIN PLANTER. Wi EGRADE AND REPAVE ADA STALLS & LOADING ZONE TO NEW FENCE PER 2% MAX SLOPE. ARCH. PLANS REMOVE EX. FENCE REMOVE EX. FENCE FOR SIDEWALK, STREET TREE & STREET LIGHTING IMPROVEMENTS REFER TO SHEET C1 a.. • LSC 03-06-13 FOUND REBAR & CAP "GEODATUM" 0.1' S OF or-- PROPERTY CORNER c0 0 0 1n - - EX. 15' UTIL ESMT. REC. #9511300539 03-06-13 SET PK NAIL & WASHER 'GE00 LS 05025' AT PROPERTY CORNER — --- w— - - OEM CONTRACTOR SHALL BE RESPONSIBLE FOR APPLYING FOR A STREET USE/ STREET CUT PERMIT AND PREPARATION OF A TRAFFIC CONTROL PLAN. ADDITIONAL CONTRACTOR APPLICATIONS MAY BE REQUIRED PER OWNER. CONTRACTOR SHALL HAVE A LICENSED LAND SURVEY RESTABLISH DISTURBED CORNER MARKERS. REFER TO ARCHITECTURAL PLANS FOR SITE STRIPING, SIGNAGE AND HORIZONTAL CONTROL. — w— --- w SIND 20 356.95' CALC'D PROPERTY INFO PARCEL NO: 022310-0031,-0032,-0034 LEGAL DESCRIPTION PARCEL A THE WEST 172 FEET OF THE SOUTH 190 FEET OF TRACT 3, ANDOVER INDUSTRIAL PARK, NO. 2, ACCORDING TO PLAT THEREOF RECORDED IN VOLUME 71 OF PLATS, PAGE 68, RECORDS OF KING COUNTY AUDITOR; PARCEL B THE EAST 78 FEET OF THE WEST 250 FEET OF THE SOUTH 190 FEET OF TRACT 3, ANDOVER INDUSTRIAL PARK, NO. 2, ACCORDING TO PLAT THEREOF RECORDED IN VOLUME 71 OF PLATS, PAGE 68, RECORDS OF KING COUNTY AUDITOR; PARCEL C THE NORTH 24 FEET OF THE SOUTH 214 FEET OF THE WEST 250 FEET OF TRACT 3, ANDOVER INDUSTRIAL PARK, NO. 2, ACCORDING TO PLAT THEREOF RECORDED IN VOLUME 71 OF PLATS, PAGE 68, RECORDS OF KING COUNTY AUDITOR; SITUATE IN THE CITY OF TUKWILA, COUNTY OF KING, STATE OF WASHINGTON. BASIS OF BEARINGS A BEARING OF S88'25'27"E ON THE CENTERLINE OF BAKER BOULEVARD, PER THE PLAT OF ANDOVER INDUSTRIAL PARK, NO. 2, AS RECORDED IN VOLUME 71 OF PLATS, PAGE 68, RECORDS OF KING COUNTY, WA. VERTICAL DATUM EX. SEWER MANHOLE LID IN BAKER BLVD. EAST OF NORTHEAST PROPERTY CORNER. ELEV.= 29.32 (NAVD88) PROJECT DATA (ONSITE) EARTHWORK QUANTITIES: TOTAL CUT = 164 BCY TOTAL FILL = 209 BCY * FOR PERMIT USE ONLY TOTAL PROPERTY AREA= 53,480 SF DISTURBED AREA = 15,888 SF EX. IMPERVIOUS AREA= 16,663 SF (WITHIN WORK LIMITS) NEW IMPERVIOUS AREA= 17,297 SF (WITHIN WORK LIMITS) NET NEW IMPERVIOUS AREA= 634 SF NEW+REPLACED IMPERVIOUS AREA= 7015 GRAPHIC SCALE 0 10 20 40 ( IN FEET ) 1 inch = 20 ft. VICINITY MAP SCALE: N.T.S. PROJECT TEAM CIVIL ENGINEER TERRAFORMA DESIGN GROUP, INC. 5027 51ST AVENUE SW SEATTLE, WA 98136 CONTACT: PEDRO DEGUZMAN, PE PHONE: (206) 923-0590 EMAIL: pedro©nwlink.com DEVELOPER ODIN BREWERY CONTACT: AL ROBERTSON PHONE: (206) 248-7322 GOVERNING AGENCIES ROADWAY. GRADING. DRAINAGE CITY OF TUKWILA DEPT. OF COMMUNITY DEVELOPMENT 6300 SOUTHCENTER BLVD. #100 TUKWILA, WA 98188 CONTACT: DAVID MCPHERSON PHONE: (206) 431-2448 EMAIL: david.mcpherson@tukwilawa.gov REVIEWED FOR CODE COMPLIANCE APPROVED APR 28 2014 City of Tukwila BUILDING DIVISION 0053 APPROVED APR 23 2014 ity of Tukwila PUBLIC Works RECEIVED CITY OF TUKWILA APR 1 8 2014 PERMIT CENTER SHEET INDEX C1.1 PAVING PLAN CI.2 DEMO & EROSION CONTROL PLAN C1.3 CIVIL PLAN CI.4 CIVIL DETAILS & NOTES d- W 8 REVISED PER CITY COMMENTS REVISION •- 0 CIVIL ENGINEERING & LANDSCAPE ARCHITECTURE CT) 5027 51st Avenue SW phone 206.923.0590 website www.terraformadesigngroup.com PROJECT NO. TDG #13036 DRAWN BY: PAD DESIGN/CHECKED BY: PAD LLJ Li I— O z 0 CO• 00 0 rn 402 BAKER BOULEVARD SHEET TITLE PAVING PLAN SHEET NO. CI.10F4 EXISTING PROPOSED PROPERTY LINE R.O.W. CENTERLINE EASEMENT A.C. PAVING CONCRETE GRADING CONTOUR SPOT ELEVATION WATER MAIN SEWER MAIN STORM DRAIN FIRE HYDRANT WATER METER GATE VALVE SEWER MANHOLE STORM CB STORM MANHOLE STREET LIGHT T.P. NO. 0223100041 480.00' CALC'D 03-06-13 FOUND CONC MON IN CASE BRASS DISC DOWN 0.7' THE LOCATION OF ALL EXISTING UNDERGROUND U11U11ES IS SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UIIUTIES BEFORE COMMENCING WORK. EXISTING GRADE INFORMATION IS APPROXIMATE. THE CONTRACTOR SHALL FIELD VERIFY EXISTING GRADES AND NOTIFY, ENGINEER OF ANY DISCREPANCIES BEFORE COMMENCING WORK. CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY HIS FAILURE TO CONFIRM EXISTING UTILITY AND GRADE INFORMATION. CALL AT LEAST 2 WORKING DAYS BEFORE YOU DIG CALL '811' 03-06-13 SET PK NAIL & WASHER 'GEOD LS #15025' AT PROPERTY CORNER 03-06-13 ISET 1/2" REBAR 6ICAP "GEOD LS #15025" AT PROPERTY CORNER BUILDING S88'25'27"E 250.01' ASPHAL STORY MASONRY • B.JILDING FOOTPRINT AREA le 64E, SG. A-,.E. +/- EMOVE EX. CURB FLAG & PROTECT EX. TRANSFORMER r 250.01' • ADDRESS: - BAKER BOULEVARD ILA, W.4, 961 at PARCEL A REMOVE EX. CURB & CONC. PADS CALC'D FILTER FABRIC FENCE PER DTL. 2/C1.2 BASIS OF BEARING I S88'25 27'— E 8 95 MEAS. (1087.00' PLAT) BAKER BOULEVARD \\ [SAWCUT UNE REMOVE EX. CONCRETE I SAWCUT UNE CB FILTER PER DTL. 1/C1.2 FOR ROAD, SIDEWALK & STREET UGHTING IMPROVEMENTS REFER TO SHEET C1 GEOTEXII FABRIC OVERFLOW (TO BYPASS PEAK STORM VOLUMES) CATCH BASIN SEDIMENT ACCUMULATION INLET PROTECTION NOTES: 1. FILTERS SHALL BE REMOVED AND CLEANED OR REPLACED AFTER EACH STORM EVENT AND ON A WEEKLY BASIS. CB FILTER SCALE: N.T.S. 1-.P. NO. -02.2,3.1000.36 BUILDING 03-06-13 FOUND REBAR & CAP "GEODATUM" 0.1' S OF 1PROPERTY CORNER ROCK CONSTRUCTION ENTRANCE REMOVE EX. PAVING AND INSTALL 3-6' QUARRY SPALLS AT 8" THICK. (ROCK MAY BE OMITTED UPON APPROVAL BY INSPECTOR IF SOIL IS EXPOSED FOR A BRIEF TIME AND NO OCCURANCE OF DIRT TRACKING INTO STREET. 03-06-13 SET' PK NAIL & WASHER 'GEOO L5 /15025' -AT PROPERTY CORNER FILTER FABRIC MATERIAL IN CONTINUOUS ROLLS; USE STAPLES OR WIRE RINGS TO ATTACH FABRIC TO WIRE rWIRE MESH SUPPORT FENCE FOR SLIT FILM FABRICS — BURY BOTTOM OF F LTER ie MATERIAL IN 8" BY 12" 2" BY 2" WOOD POSTS, STANDARD OR BETTER OR EQUIVALENT WIRE MESH SUPPORT — FENCE FOR SLIT FILM FABRICS ,,II I,III III= PROVIDE WASHED it GRAVEL BACKFILL OR COMPACTED NATIVE SOIL AS DIRECTED BY LOCAL GOVERNMENT BURY BOTTOM OF FILTER MATERIAL IN 8" BY 12" TRENCH 2" BY 2" WOOD POSTS, STANDARD OR BETTER OR EQUIVALENT 02.2310 356.95' CALC'D GRAPHIC FILTER FENCE MAINTENANCE NOTES 1. REPAIR ANY DAMAGE IMMEDIATELY. 2. IF. CONCENTRATED FLOWS ARE EVIDENT UPHILL OF THE FENCE, INTERCEPT AND CONVEY THEM TO A SEDIMENT POND. 3. IT IS IMPORTANT TO CHECK THE UPHILL SIDE OF THE FENCE. FOR SIGNS OF THE FENCE CLOGGING, ACTING AS A BARRIER TO FLOW, AND THEN CAUSING CHANNELIZATION OF FLOWS PARALLEL TO THE FENCE. IF THIS OCCURS, REPLACE THE FENCE OR REMOVE THE TRAPPED SEDIMENT. 4. REMOVE SEDIMENT DEPOSITS WHEN THE DEPOSIT REACHES APPROXIMATELY ONE-THIRD THE HEIGHT OF THE SILT FENCE, OR INSTALL A SECOND SILT FENCE. 5. IF THE FILTER FABRIC (GEOTEXTILE) HAS DETERIORATED DUE TO ULTRAVIOLET BREAKDOWN, REPLACE IT. REVIEWED FOR CODE COMPLIANCE APPROVED City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA APR 1 0 2014 eo PERMIT PROJECT NO. TDG #13036 DRAWN BY: PAD DESIGN / CHECKED BY: PAD SHEET TITLE DEMO/EROSION CONTROL PLAN SHEET NO. LEGEND EXISTING PROPOSED NOTE PROPERTY LINE R.O.W. CENTERLINE EASEMENT CONCRETE GRADING CONTOUR SPOT ELEVATION WATER MAIN SEWER MAIN STORM DRAIN FIRE HYDRANT WATER METER GATE VALVE SEWER MANHOLE STORM CB STORM MANHOLE STREET LIGHT JUNCTION BOX THE LOCATION OF ALL EXISTING UNDERGROUND UTIUTIES IS SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. EXISTING GRADE INFORMATION IS APPROXIMATE. THE CONTRACTOR SHALL FIELD VERIFY EXISTING GRADES AND NOTIFY ENGINEER OF ANY DISCREPANCIES BEFORE COMMENCING WORK. CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY HIS FAILURE TO CONFIRM EXISTING UTILITY AND GRADE INFORMATION. CALL AT LEAST 2 WORKING DAYS BEFORE YOU DIG CALL '811' EX. RAILROAD ESMT. REC. #7504210345 q.1 EX. 26DRWY. REMOVE EX. CURB & GUTTER AS SHOWN. NEW CONC. CURB & GUTTER PER CITY DTL. RS-09. EX. ASPHALT PAVING - NEW 12' S/W ESMT. TO CITY NEW CONC. SIDEWALK— PER DTL. RS-11 15.0' 1.5% SAWCUT AT EDGE OF EX. -' GUTTER. CAREFULLY REMOVE EX. GUTTER AND POUR NEW GUTTER AGAINST EX. ASPHALT (W/ PRIOR INSPECTION BY CITY), UNLESS NOTED OTHERWISE. SEAL JOINT. 2" - 5/8" MINUS CRUSHED ROCK OVER COMPACTED SUBGRADE CURB, GUTTER, & SIDEWALK SCALE: 1" STREET TREE NOTES 5' 1. INSTALL NEW STREET TREES: GINKGO BILOBA (AUTUMN GOLD). TREE LOCATIONS PER PLAN. 3" BARK MULCH AT SURFACE. 2. INSTALL TREES PER DETAIL 1/C2. 3. INSTALL ROOT BARRIER ALONG BACK OF CURB PER MANUFACTURER'S INSTRUCTIONS. EX. 10' UTIL. ESMT. PER PLAT 71/68-69 19.8' 03-06-13 SET PK NAIL & WASHER "GEOD LS #15025" AT PROPERTY CORNER CO L U X w , 93 -w -- — w— 28.01 CALC'D - w— --- w— --- w- EX. CURB & GUTTER z C.7 W CO - w— CO00 0o (!) 0 0 u These plans have been reviewed by the Public Works Department for conformance with current City standards. Acceptance is subject to errors and omissions which do not authorize violations of adopted standards or ordinances. The responsibility for the adequacy of the design rests totally with the designer. Additions, deletions or revisions to these drawings after this date will void this acceptance and will require a resubmittal of revised drawings for subsequent approval. Final acceptance is subject to field inspection by the Public Works utilities inspector. Date: By: 23 l 4- O EX. 48"0 SDMH W/ OIL CONTROL TEE RIM= 31.11 EX. FIRE DCDA IE (8")= 25.36 VAULT & FDC CUT DOWN EX. MANHOLE TOP OF VLT= 30.30 CYLINDER OR REPLACE CYLINDER SUCH THAT NEW RIM ELEV MATCHES BACK OF SIDEWALK (EL=28.8± . CUT INTERIOR OIL TEE RISER TO EL= 27.13. 0 W 1 MAX. da w----w -%7D- ',a. • . • EX. CB RIM= 28.18 INSTALL TEMP. CB FILTER SOCK 250.01' CALC'D WORK INCLUDES REMOVAL OF (6) EX. DECIDUOUS STREET TREES ALONG FRONTAGE. 6" CALIP. EX. 15' UTIL.,. ESMT,.::.: REC:'..::#951.1300539 NEW PLANTER REFER TO SHEET A1.0 FOR ONSITE PAVING, CURB & SIDEWALK DESIGN • l., EX. CURB & GUTTER EX. R/W LINE EX. "NO PARKING SIGN". RELOC. AS DIRECTED BY CITY INSPECTOR. 3ASIS OF BEADING S:8°25'27"E 1086.95' V EAS. (1087.00' PLAT) BAKER 8 • LE CO v W 0 CC O I- Z N LLJ vi ce tx d C7 c 3oc.) PROTECT EX. RPBA & HOT BOX. INSTALL 15" HIGH, SHALLOW DEPTH, SEGMENTAL CONC., BLOCK WALL. ADJUST EX. WATER METER TO NEW GRADE (EL=29.20±) NEW WALKWAY PER SHT. A1.0 DJUST EX. 0 0 CO ARD -77 CD EX. CURB & GUTTER WATER VALVE TO NEW GRADE CONTRACTOR SHALL BE RESPONSIBLE FOR APPLYING FOR A STREET USE/ STREET CUT PERMIT AND PREPARATION OF A TRAFFIC CONTROL PLAN. ADDITIONAL CONTRACTOR APPLICATIONS MAY BE REQUIRED PER OWNER. CONTRACTOR SHALL HAVE A LICENSED LAND SURVEY RESTABLISH DISTURBED CORNER MARKERS. PROJECT DATA (ROAD WORK) EARTHWORK QUANTITIES: SUBGRADE CUT = 160 BCY SUBGRADE FILL = 125 BCY * FOR PERMIT USE ONLY DISTURBED AREA = 5216 SF C1 ROAD PLAN C2 ROADWAY DETAILS C3 ROADWAY NOTES • a --s._LLARINGil MILS_ .'• :' NEW PLANTER -- -. w --'-', w- 0 N CO 01 NEW 12' SIDEWALK ACCESS EASEMENT TO THE CITY OF TUKWILA REMOVE EX. CURB & PLANTER. SEE SHT. A1.0 FOR NEW PARKING LOT. 3:1 MAX w X 0 U J I- W W 41 _ -- w 1L_ PROPERTY INFO PARCEL NO: 022310-0031,-0032,-0034 LEGAL DESCRIPTION PARCEL A THE WEST 172 FEET OF THE SOUTH 190 FEET OF TRACT 3, ANDOVER INDUSTRIAL PARK, NO. 2, ACCORDING TO PLAT THEREOF RECORDED IN VOLUME 71 OF PLATS, PAGE 68, RECORDS OF KING COUNTY AUDITOR; PARCEL B THE EAST 78 FEET OF THE WEST 250 FEET OF THE SOUTH 190 FEET OF TRACT 3, ANDOVER INDUSTRIAL PARK, NO. 2, ACCORDING TO PLAT THEREOF RECORDED IN VOLUME 71 OF PLATS, PAGE 68, RECORDS OF KING COUNTY AUDITOR; PARCEL C THE NORTH 24 FEET OF THE SOUTH 214 FEET OF THE WEST 250 FEET OF TRACT 3, ANDOVER INDUSTRIAL PARK, NO. 2, ACCORDING TO PLAT THEREOF RECORDED IN VOLUME 71 OF PLATS, PAGE 68, RECORDS OF KING COUNTY AUDITOR; SITUATE IN THE CITY OF TUKWILA, COUNTY OF KING, STATE OF WASHINGTON. BASIS OF BEARINGS A BEARING OF S88'25'27"E ON THE CENTERLINE OF BAKER BOULEVARD, PER THE PLAT OF ANDOVER INDUSTRIAL PARK, NO. 2, AS RECORDED IN VOLUME 71 OF PLATS, PAGE 68, RECORDS OF KING COUNTY, WA. VERTICAL DATUM EX. SEWER MANHOLE LID IN BAKER BLVD. EAST OF NORTHEAST PROPERTY CORNER. ELEV. 29.32 (NAVD88) REVIEWED FOR CODE COMPLIANCE APPROVED APR 28 2014 City of Tukwila BUILDING DIVISION 10 0 5 VICINITY MAP SCALE: N.T.S. PROJECT TEAM CIVIL ENGINEER TERRAFORMA DESIGN GROUP, INC. 5027 51ST AVENUE SW SEATTLE, WA 98136 CONTACT: PEDRO DEGUZMAN, PE PHONE: (206) 923-0590 EMAIL: pedro@nwlink.com DEVELOPER ODIN BREWERY CONTACT: AL ROBERTSON PHONE: (206) 248-7322 GOVERNING AGENCIES ROADWAY, GRADING, DRAINAGE CITY OF TUKWILA DEPT. OF COMMUNITY DEVELOPMENT 6300 SOUTHCENTER BLVD. #100 TUKWILA, WA 98188 CONTACT: DAVID MCPHERSON PHONE: (206) 431-2448 EMAIL: david.mcpherson©tukwilawa.gov GRAPHIC SCALE 20 40 EX. 15' UTIL. ESMT. REC. #9511300539 (INFEET ) inch = 10 ft. ........:.:... EX. STREET LT OR SIGNAL JUNCT. BOX U APPROVED APR 23 2014 City of Tukwila PUBLIC Works 40 00 00 co 1¢- v) 29 CAUTION: UNDERGROUND CONDUITS UNDER SIDEWALK 0 0 11400 X O m U a A.? 03-06-13 SET PK NAIL & WASHER "GEOD LS #15025" AT PROPERTY CORNER EX. SIDEWALK -- w— --- w— --- w- EX. STREET TREE RECEIVE`- APR 212014 TUKVviL, PUBLIC WOR CORRECTION RECEIVED CITY OF TUKWILA APR 1 8 2014 PERMIT CENTER 4/17/14 4/17/14 W 0 REVISED PER CITY COMMENTS 0 (i) '-o Z CIVIL ENGINEERING & LANDSCAPE ARCHITECTURE 4, 0 V) 5027 51st Avenue SW phone 206.923.0590 website www.terraformadesigngroup.com PROJECT NO. TDG #13036 DRAWN BY: PAD DESIGN / CHECKED BY: PAD 00 00 00 rn 402 BAKER BOULEVARD SHEET TITLE ROAD PLANS SHEET NO. OF 3 LEGEND EXISTING PROPOSED PROPERTY LINE R.O.W. CENTERLINE EASEMENT CONCRETE GRADING CONTOUR SPOT ELEVATION WATER MAIN SEWER MAIN STORM DRAIN FIRE HYDRANT WATER METER GATE VALVE SEWER MANHOLE STORM CB STORM MANHOLE I:, LJ P i EX. RAILROAD ESMT. REC.. #7504210345 Al EX. 26' DRWY. 03-06-13 SET PK NAIL & WASHER "GEOD LS #15025" AT PROPERTY CORNER 29.04 m: >< NOTE 30.20 29.90 THE LOCATION OF ALL EXISTING UNDERGROUND UTILITIES IS SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. EXISTING GRADE INFORMATION IS APPROXIMATE. THE CONTRACTOR SHALL FIELD VERIFY EXISTING GRADES AND NOTIFY ENGINEER OF ANY DISCREPANCIES BEFORE COMMENCING WORK. CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY HIS FAILURE TO CONFIRM EXISTING UTILITY AND GRADE INFORMATION. CALL AT LEAST 2 WORKING DAYS BEFORE YOU DIG CALL '811' 29.7 NEW TY. 1 CB RIM= 29.00 IE= 26.30 (8"SE) -.Q. 10' UTIL. ESMT. PER'PEA- Z1 /68-69 29 3002 29.30 29. w- 1--- w- --- w- f - IMO a 28.45i° 28.45 a X. 1 STORY MASONRY BUILDING FOOTPRINT AREA 12, 846 SQ. FT . +/- 30.19± 30.31±J EX. TRANSFORMER TC=30.30 GR=30:00 -H - 29.85± 29:87± - EX. FIRE DCDA VAULT & FDC TOP OF VLT= 30.30 29.30± ADDRESS: 402 BAKER BOULEVARD T UKW I L A, WA . 98188 30.30 a PARCEL A N 30.30 30.3 31126 30.00±\ 29.89 ;:415 ° COLUMN (rn') ° SAWCUT & SEAL LINE MATCH EX. GRADE. 29.60t 1 29.55± 29.70 29 32' N 8" PVC, SDR35 0 1% MIN. 1E= 25.36 TC=29. 0 GR=29.40 TC=30.00 GR 2A:50 1)\-TC=29.90 GR=29.30 EX. CB FLAG & PROTECT EX. WATER METER & RPBA BOX TC=30. GR=29.80 TC=30.30• R=29.80 30.05 EX. 15' UTIL „ESMT•, _ 29.5R.EC.::#9511300539 30.0 EX. CURB & GUTTER 40, RELOCATE EX. FIRE HYDRANT PER ROAD PLANS ■ EX. 481'0 SDMH W/ OIL CONTROL TEE RIM= 31.11 IE (81= 25.36 CUT DOWN EX. MANHOLE CYLINDER OR REPLACE CYLINDER SUCH THAT NEW RIM ELEV MATCHES BACK OF SIDEWALK (EL=28.8±). CUT INTERIOR OIL TEE RISER TO EL= 27.13. w °.- 9 1 - 30.10 L30.15 4,1% N 1 4.3% 3010\ 30.1 /` Q •10 J.=30.10 j- 08=29.80 1 rC=29.95 a/R=29.65i NOTE: CURB HT. VARIES. 0.3' MIN. N-SAWCUT & SEAL LINE: MATCH EX. GRADE. L 29.80t REVIEWED FOR CODE COMPLIANCE APPROVED APR 2 8 2014 City of Tukwila BUILDING DIVISION 0 1 i 1 1 O 0 0 0 0 0 0 0 0 FLU jk-29.-91Q 29.99 \-29.9d 30.12i--\ 30.65 NOS " REA DRAIN CAST IRON GRATE '- 30. &URROUND W/ RIVE. .ROCK RIM= 29.70 a d IE(4"5) a 28.50 4". PVC,SDR35 0 2.0% MIN. TO. EX. CB T\-TC=29.80 I GR=29.50± EX. CB d 0)11 10 GRAPHIC SCALE 0 5 10 20 40 PARCEL B ASPHALT PARKING LOT 92.8' z EX. CB REGRADE AND REPAVE ADA STALLS & LOADING ZONE TO 2% MAX SLOPE. MATCH EX. GRADE 6" CURB TC=30.45 GR=30.15± 30 1 ttt 0 EX. CURB & GUTTER EX. R/W LINE TC=30.30 GR=29.80 NEW CON(, BLPCK WALL. Q • PER•ROAD PLANS S MIMI w- gale 30.05 130.12 EX. CB d< -w- - ' w -- = M d 2.8,67 - w 30.05± -'--MATCH EX. GRADE 6" CURB ww FOR ROAD, SIDEWALK & STREET LIGHTING IMPROVEMENTS REFER TO SHEET C1 29.50 \?4, ( IN FEET ) 1 inch = 10 ft. O 0 0 EX. 15' UTIL. ESMT. REC. #9511300539 30.30± d co 29.52 -\\ I /,'- APPROVED APR 23 2014 •ity of Tukwila PUBLIC Works Dkl 30.4 RECEIVED _CITY OF TUKWILA APR 1 8 2014 o PERMIT CENTER U) nt DATE I REVISED PER CITY COMMENTS 0 ct '-o Z CIVIL ENGINEERING & LANDSCAPE ARCHITECTURE CO 07) co 0 V) 5027 51st Avenue SW phone 206.923.0590 website www.terraformadesigngroup.com PROJECT NO. TDG #13036 DRAWN BY: PAD DESIGN / CHECKED BY: PAD CcLU i-- 0 on Z 0 00 CO 00 rn 402 BAKER BOULEVARD SHEET TITLE CIVIL PLAN SHEET NO. CI.30F, STANDARD CONSTRUCTION NOTES PRIOR TO STARTING CONSTRUCTION, CONTACT ONE -CALL (1-800-424-5555) , OR 811, FOR UTILITY LOCATIONS. CONTACTS PROJECT MANAGER: ADAM LUNDBERG (206) 850-4586 DESIGN ENGINEER: PEDRO DEGUZMAN, PE (206) 923-0590 OWNER: ADAM LUNDBERG (206) 850-4586 GENERAL 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 THE CITY OF TUKWILA. 7 ALL METHODS AND MATERIALS SHALL MEET CITY OF TUKWILA DEVELOPMENT GUIDELINES AND DESIGN AND CONSTRUCTION STANDARDS, UNLESS OTHERWISE APPROVED BY THE. PUBLIC 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. 11. ALL SURVEYING. FOR PUBLIC FACILITIES SHALL BE DONE UNDER THE DIRECTION OF A WASHINGTON LICENSED LAND SURVEYOR. VERTICAL DATUM SHALL BE NAVD 1988. HORIZONTAL DATUM SHALL BE WASHINGTON STATE (GRID) COORDINATES, NORTH ZONE, USING NAD 83/91 SURVEY CONTROL AND TIED TO ANY TWO CITY OF TUKWILA HORIZONTAL CONTROL MONUMENTS. FOR PROJECTS WITHIN A FLOOD CONTROL ZONE, THE PERMITTEE SHALL PROVIDE CONVERSION CALCULATIONS TO NGVD 1929. 12. REPLACE OR RELOCATE ALL SIGNS DAMAGED OR REMOVED DUE TO CONSTRUCTION. 13. RETAIN, REPLACE OR RESTORE EXISTING VEGETATION IN RIGHTS -OF -WAY, EASEMENTS, AND ACCESS TRACTS. CONSTRUCTION 1. ALL WORK PERFORMED SHALL BE PER APPROVED PLANS AND SPECIFICATIONS ONLY. THE PERMITTEE IS REQUIRED TO MAINTAIN A SET OF APPROVED PLANS, SPECIFICATIONS, AND ASSOCIATED PERMITS ON THE JOB SITE. WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL FEDERAL, STATE, AND LOCAL LAWS. PERMITTEE SHALL APPLY FOR A REVISION FOR ANY WORK NOT ACCORDING TO THE APPROVED PLANS. 2. PERMITTEE/CONTRACTOR SHALL ARRANGE A PRECONSTRUCTION CONFERENCE WITH THE CITY'S INSPECTOR(S) PRIOR TO BEGINNING ANY WORK. 3. WORK IN ROADWAYS A. ALL WORK IN ROADWAYS SHALL MEET TMC 11 AND THE FOLLOWING: B. PRIOR TO ANY ACTIVITY IN CITY RIGHT-OF-WAY, THE PERMITTEE SHALL PROVIDE THE CITY A TRAFFIC CONTROL PLAN FOR REVIEW AND APPROVAL THE TRAFFIC CONTROL PLAN SHALL INCLUDE THE LOCATION, ADDRESS AND DESCRIPTION OF TRAFFIC FLOW DURING THE WORK AND SHALL MEET MUTCD REQUIREMENTS., C. ALL WORK REQUIRING LANE CLOSURES MUST BE BY PERMIT ONLY. FROM THE THIRD THURSDAY IN NOVEMBER TO THE FOLLOWING JANUARY 2ND, THE DIRECTOR DOES NOT ALLOW LANE CLOSURES IN THE TUKWILA URBAN CENTER. D. FIRE, PEDESTRIAN, AND VEHICULAR ACCESS TO BUILDINGS SHALL BE MAINTAINED AT ALL TIMES, EXCEPT WHEN PERMITTEE HAS PERMISSION FROM THE BUILDING OWNER AND THE DIRECTOR TO CLOSE AN ACCESS. E. ALL ROADWAYS SHALL BE KEPT FREE OF DIRT AND DEBRIS USING STREET SWEEPERS. USE OF WATER TRUCKS FOR CLEANING ROADWAYS REQUIRES PREAPPROVAL FROM THE DIRECTOR. F. INSTALL STEEL PLATES OVER ANY TRENCH, AT ANY TIME WORK IS STOPPED AND THE TRENCH IS LEFT OPEN. GRADING AND EROSION CONTROL NOTES 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 AND INSTALL EROSION PREVENTION AND SEDIMENT CONTROL MEASURES. 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. 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. 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 PUBLIC AND PRIVATE PROPERTIES AND IMPROVEMENTS DAMAGED BY THE PERMITTEE'S OPERATIONS. 13. PERMITTEE SHALL ARRANGE FOR AND COMPLY WITH THE FOLLOWING: A. NOTIFY THE PUBLIC WORKS DEPARTMENT WITHIN 48 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. UTILITY NOTES 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. 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. STORM DRAINAGE NOTES 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. WATER GENERAL NOTES 1. ALL METHODS AND MATERIALS SHALL MEET CITY OF TUKWILA DEVELOPMENT. GUIDELINES AND DESIGN AND CONSTRUCTION STANDARDS, AND THE LATEST EDITION OF THE WASHINGTON STATE STANDARD PLANS & SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION: PRESSURE TEST ALL WATER MAINS AND APPURTENANCES. FLUSH AND DISINFECT ALL NEW OR AFFECTED EXISTING WATER PIPES. FIRE HYDRANT RECONSTRUCTION SHALL BE PER CITY STD. DETAIL WS-13. WORK IN RIGHT-OF-WAY 1. WHEN ACTIVITY IS UNATTENDED, INSTALL A SIGN WITH MINIMUM TWO-INCH LETTERS STATING PERMITTEE OR COMPANY NAME, AND DAY AND EVENING PHONE NUMBERS. TMC 11.08.140 2. INSTALL BARRICADES, SIGNS, WARNING LIGHTS AND SAFETY DEVICES SUFFICIENT TO NOTIFY PUBLIC OF OBSTRUCTION OR TRAFFIC HAZARD. DEVICES MUST REMAIN UNTIL THE OBSTRUCTION IS CLEARED AND THE RIGHT-OF-WAY IS RESTORED. TMC 11.08.170.A 3. MAINTAIN ACCESS TO FIRE HYDRANTS, AND FIRE FIGHTING EQUIPMENT. TMC 11.08.180 4. MAINTAIN ACCESS TO PROPERTY ADJOINING EXCAVATION OR SITE WORK. 5. PRESERVE AND PROTECT ALL PROPERTY ADJOINING EXCAVATION OR SITE WORK. 6. RESTORE DISTURBANCE TO PRIVATE AND PUBLIC PROPERTY. TMC 11.08.220.D 7. DISTURBANCE OF SURVEY MONUMENTS AND MARKERS REQUIRES THE CITY DIRECTOR'S PREAPPROVAL. A LICENSED SURVEYOR SHALL REPLACE DISTURBED MONUMENTS AND MARKERS. 8. COMPLY WITH ALL STATE AND CITY LAWS AND PROCEDURES TO PROTECT PUBLIC FROM AIR, WATER AND NOISE POLLUTION. TMC 11.08.210 9. INSTALL TEMPORARY SIDEWALK OR CURB RAMP IF PERMANENT IS BLOCKED (AS DIRECTED BY CITY). TMC 11.08.220 10. COVER OPEN EXCAVATION WITH NON-SKID STEEL PLATES RAMPED TO ELEVATION OF CONTIGUOUS RIGHT-OF-WAY SURFACE. TMC 11.08.220 11. STORE ALL STOCKPILE MATERIAL SHALL BE STORED IN. A SAFE MANNER TO PROTECT THE PUBLIC. REVIEWED FOR CODE COMPLIANCE APPROVED APR 2 8 2014 City of Tukwila BUILDING DIVISION H 0053 APPROVED APR 232014 City of Tukwila PUBLIC Works RECEIVED CITY OF TUKWILA APR 1 0 2014 PERMIT CLNTEF 4/7/14 PROJECT NO. TUG #13036 DRAWN BY: PAD DESIGN / CHECKED BY: PAD w w Ckf z O SHEET TITLE w U REVISED PER CITY ao 0) 0 V) N 0 402 BAKER BOULEVARD CIVIL DETAILS &.NOTES SHEET NO. CI.4OF, PREMQLDED EXP. ,JOINT (TYPICAL) NO RAMP ON WEST IDE. SIDEWAL.K541' 2°te * DEPENDS ON C RIVEWA S" CRUSHED ROCK (MAX. GRADE IS 1.II%) SECTION A,A NOTES: 2" MIN OR MORE AS DIRECTED. CURB DETAIL 1. HIS ALTERNATE SHOULD BE USED ONLY AFTER STUDYING CLOSENESS OF DRIVEWAYS, D 4INAGE, TOPOGRAPHY, DRIVEWAY GRAD _.S, RIGHT OF WAY, ETC. 2RIVEWAYS WITH HItH VOLUME .(AS NOT -D BY CITY ENGINEER) MAY BE APPROVED FOR INTERSECTION TYPE AgcESs. 3. TURNING RESTRICTIONS MAY BE APPLIE BY THE CITY ENGINEER. 4. 'CONCRETE SHALL BE CLASS 4000. 5. NSPECTION REQUIRED BEFORE PLACIN CONCRETE. AT LEAST 24 HOUR NOTICE MUST BE G EN TO TUKWILA PUBLIC WORKS DEPART ENT FOR INSPECTION. O. LL_DRIVEWAY APRONS SHALL BE A MINI UM OF 6" THICK. 7. IftIHERE DRIVEWAY WIDTHS EXCEED 15', 3/8X 5-112 EXPANSION JOINT SHALL BE PLACED LONGITUDINALLY ALON . THE CENTERLINE. 8, ALL WORK SHALL BE PERFORMED IN AC RDANCE WITH APWAIWSDOT PLANS AND SPECIFICATIONS OR AS DIRECTED BY THE C TY OF TUKWILA. 9. AN ASPHALT APRON AY BE USED IN AR S WHERE NO CURB EXISTS, 10, REMOVAL OF EXISTING CONCRETE CUR , GUTTER OR SIDEWALK SHALL BE TO THE NEXT. EXPANSION JOINT; SCORE JOINTS MUST BE AW CUT AND REPLACED WITH AN EXPANSION JOINT. PROVIDE THRUST BLACK Ciiyof. Tukwila MATCH MAIN DEPTH REIt1810aN 0 .0 IL.ARST NEVI ION: 04,08 APPr+EDYAL: BOB GIBERSON, CITY ENGINEER; MECHANICAL JOINT MIN. 1 YARD DRAIN ROCK CONCRETE ROCKING DIM 1'X19IL3" UNDISTURBED SOIL SEE PLAN FOR ACTUAL MAIN & VALVE LOCATION. ADJUST VALVE LID TO NEW SIDEWALK GRADE. OURS AND SUTTER B" DIA. DUCTILE IRON PIPE ems; 1. REFER TO CHAPTER 7 OF TH ESE STANDARDS. 2. HYDRANTS EQUAL TO MUELLER.#A.423 OR CLO'W MEDALLION OF-254.5, M & H 82E. FINISHED PAVEMENT SEE VALVE BOX DETAIL (WE) S" AESILIANT WEDGE GATE VALVE CAST IRON TEE (GEMENTUN) -MJ X MJ X FL 2-314" AEPHAI T Oi3A'rED $TFE..L SEE WO-12A SHACKLE RODS AND W3-1EB UNDISTURBED SOIL FLANGE JOINT.. 3. HYDRANTS SHALL BE EQUIPPED WITH TWO 2.112"MET. HOSE PORTS AND ONE 8" STORM PUMPER DISCHARGE PORT AND SHALL HAVE A 1-114" PENTAGON OPEN LIFT OPERATING NUT. HYDRANTS SHALL HAVE A r M.J. BOTTOM CONNECTION AND B414" 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.W.A. SPECIFICATIONS C 502- 34; SHALL BE COMPREa8ION 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 18 OPERATED. THE UPPER STEM SHALL HAVE A BRASS SLEEVE. • 3. SHACKLE Rope SHALL BE ASPHALT GATED STEEL OR CORTJEN STEEL. S. CITY HYDRANTS BONNET, AND PORT CAPS SHALL BE FARWEST DELPHINIUM SLUE SAFETY 207. BARREL. SHALL BE FARWEBT CASE YELLOW SAFETY X-3472. 7. PRIVATE HYDRANTS SHALL BE PAINTED WITH TWO COATS OF FARWEST CASTE YELLOW (# X-3472). 8. WHERE NO CURB AND GUTTER IS INSTALLED, FIRE HYDRANT SHAD, BE. LOCATED CLOSE TQ.THE PROPERTY LINE AND INSIDE THE . RIGHT OF WAY OR EASEMENT. INSTALL. BOLLARD GUARD POST PER. WS-14. 8. HYDRANTS INSTALLED, RELOCATED OR OTHERWISE WORKED UPON AS A RESULT OP A PROJECT SHALL BE FRESHLY PAINTED. 10. HYDRANT SHALL NOT BE CLOSER THAN 4' TO ANY FIXED OBJECT, WITH TEE EXCEPTION OP HYDRANT GUARD POSTS, PER IMP 14,24.03. City o, f Tukwila .... ....... .. REVISION SI: 08.03 APPROVAL BOB GI NOT TO SCALE FIRE HYDRANT ASSEMBLY AND SETTING WS-13 LAST REVISION: 04.08 ON, CITY ENGINEER A a" WIDE EDGER FINISH FULL DEPTH ANBION JOINT GUTTER F 08A) SI©EWAIL.K WIIRTH8 MINOR ARTERIAL* PRINICIPAL ARTE 1AL" TUKWILA URBAN CENTER • (BEE NOTE 9 4T 8" MIN, 4' LANDING SCORE JOINTIII EVERY F' 1"'WIDEX318 DEEP 318"X3.3" rPANSiON JOINT ELEVATION 1. SIDEWALKS SHALL BE A MINIMUM OF 8 FEET WIDE AT BUS S OPS AND PULLOUTS, OR WHERE THE SPEED LIMIT IS OVER 35 MPH' QR WHERE A TRAIL ND SIDEWALK ARE OMBINED. • ! . PLACE CEMENT CONCRETE OVER 2" 5/8" MINUS CRUSHE I THE CURRENT APWAIWSDOT STANDARD SPECIFICATIONS. 3. REMOVE EXISTING CONCRETE CURB, I UTTER OR SIDEWALK TO THE NEAREST JPINT; SCORE JOINTS MUSTBE SAW CUT AND REPLACED WITH NEW, SEE TMC 9.48.0440 BLIND FLANGE CAPPED CROSS 90° BEND THRUST BLOCKING SIZE PIPE SIZE • DIA . A (ft') C MI © (R 2) E (ft' - 4" :2 1 1 "" 10 1 8"" 18 10 5 2. 10" 28 15 8 4 12" 40 22 11 • 14" 55 30 - 1. ' 8 116" 71 39 20 10 _.., 0 ... 4 1. 2.... 5. 13 20" 111 60 31 15 ..... 22" 135 73 37 19 24" 160 87 ' 44 - • 28" 218 .118 80 30 • 30"• 251 136 "' 35 36" 361 • 195 • 100 50 •42" 491 • 268 135 48'" 641 347. 177 , 89 ROCK OR AS SPECIFIED SIDEWALK TEE W'! PLUG RESTRAINED JOINT NOTES: 1, BEARING AREA OF CONCRETE THRUST -El C BASED ON 230 PSI PRESSURE AND SAFE SOIL BEARING LOADAF 1000 POUNDS PER SQUARE FOOT. 2. ADJUST BEARING AREA FOR OTHER PIPE SSI2E.% PRESSURES, AND SOIL €:QNDLTI0NSS. 3. CONCRETE BLOCKING SHALL BE CAST IN PLACE AND HAVE A MINIMUM AREA OP 114 SQUARE FOOT BEARING AGAINST THE FITTING, • 4. CONTRACTOR SHALL INSTALL BLOCKING ADEQUATE TO WITHSTAND FULL TEST PRESSURE AS WELL AS TO CONTINUOUSLY' INITHETAND.OPE'RATIO N PRESSURE UNDER ALL CONDMONS OF SERVICE, S. HEIGHT QF THRUST BLOCK MUST BE EQUAL. TO OR LESS THAN 112 THE DEPTH FROM 'THE GROUND SURFACE TO THE BLOCK'S BASE. 8. USE GALVANIZED OR ASPHALT -COATED SHEEL, THREADED RODS AND PIPE CLAMPS. 7. • REFER TO CHAPTER 7 OF THESE STANDARDS. Ciz)' of Tukwila 45° BEND 114/4* BEND LAST REVISION: 04.08 TEE WIO PLUG EJJND FLANGE EMALLER WE PIPE 22-112' BEND BLOCKING (HORIONTA CONCRETE 12A 1 OF 2 " SHELTON N.OT TO*CALE PREMCLDED FUL EXPANSION JOIN SIDEWALK SWAY 18%) 2" MIN. OR MORE AB DIRECTED. SECTION A -A CURB DETAIL 11. THIS ALTERNATE SHOULD BE USED ONLY AFTER STUDYING CLOSENESS OF DRIVEWAYS, DRAINAGE, TOPOGRAPHY, DRIVEWAY GRADES1 RIGHT OF WAY, ETC, 2. CONCRETE SHALL BE CLASS B OR SETTER 'VAN 5-112 SACK, 3I -PSI- 4000 PSI 3. INSPECTION REQUIRED BEFORE PLACING CONCRETE. AT LEAST 24 HOUR NOTICE MUST BE GIVEN TO TUKWILA PUBLIC WORKS DEPARTMENT. 4,. ALL DRIVEWAY APRONS SHALL BE A MINIMUM OF 6" THICK. 5. WHERE DRIVEWAY WIDTHS EXCEED 15' A " X -12" 3l 1 EXPANSION JOINT SHALL BE PLACED LON&ITUDINAL•L,Y ALONG THE CENTERLINE. 8. L WORK SHALL BE PERFORMED IN ACCORDANCE WITH APWAIIVSDOT PLANS AND SPE IFIGATIONS OR AS DIRECTED BY THE CI OF TUKWILA. 7. ASPHALT APRON MAY BE USED IN AR WHERE NO CURS EXISTS. 8. R MOVA.L. QF EXISTING'CQNCRETE CURB, G TTER OR SIDEWALK SHALL BE SAW CUT TO THE NE JOINT. **USE FOR EAST DRIVEWAY** NOT TO SCAI,I RESIDENTIAL DRIVEWAY' ALTERNATE 2 OF 3 SHEET RS B RE11131i1 N 1X1: 08.O3 AAL: HELTO_ 1 t i - M tli {D O r- yy iy 8 y 8 8 8 i al c 6 q 01 1.11,m r S 4 I• ii of " i c,F r al "Rs r r' a yr a;, I I 14 g,l. g If N s g 0. s reb r r 8 3 V) ra 4 B 8 8 il .- N L4 E r7 4 13 Sp 4 ff iia EA gi r $. g. E 4 ,t E « 1 7 r III g E kg la . in R kg . ., + i i ( In I (0 0 in 'A t E Irk a Q 1 N ri tp .t LQr y 4 err a7 of ► ec 1 Nr r oa .- .- r ;= I I,'i Cisyof Tukwila CONCRETE• WS-12A 2 OF 2 REVISION #1: 08.03 APPROVAL: B. SHELTON NOT TO SCALE ,ni i :4 • iQ,.". . " •ryYi Sl ,wir •1ISY.L" • i „!.N 10'x6' STRUCTURAL - PLANTER BACKFILL. SEE PLANTER NOTES. STREET TREE SCALE: N.T.S. REVIEWED FOR CODE COMPLIANCE, APPROVED APR 2 8 2014 City of Tukwila BUILDING DIVISION .,DOTES, 1. LOWEST 13RANCFIINC. 'HEIGHT SHALL. BE 6' ABOVE TtP OF ROOT CROWN.; HANDI..E TREES' . BY ROOTBALL. 3 STAKES SHALL NOT PENETRATE: ROOT BA I L. 4. AVOID DAMAGE To ROOTI3ALL.. wl REL, GUYING I NOT ALLOWED.. II1i CERTAIN COND TIONS TREES MAY BE • PLANT'.ED ;IN, EXISTING SIDEWALK OPENINGS BE N EN, 44' AND. 5' DIM ENSI JNS. , EX1SSTING• SIDEWALK;';4PE,NINGS 'SMALLER THAN 4': SQUARE SHALL: BE ENLAI C,ED TO D' ;SQUARE, 7 2 0" DIA :SUPPORT :POLES, ARE SUITABLE .FOR TREE -CALIPER UP TO AND ,INCLUDING DIA SUPPORT POLES: ARE SUITABLE FOR TREE CALIPER .OVER 2.5" 8.. CONTRACTOR SHALL INSTALL. RIGID: PLASTIC ROOT BARRIER' THAT IS SLaBSTANTIALLY SIMILAR TO DEEPROO.T ROOT BARRIERS IN ,ACCORDANCE . WITH MANUF'ACTI., ER:"S DI EC1IONS 9 MULCH SHALL t3E •WOOD CHIPS. GROUND BARK, 3E'AU'TY BARK NOT PERMITT.ED.; `1 D LANDSCAPE FABRIC BI TWEI N BACKEILLL , . •ANT MULCH: NOT PERMITTED,. (3) " DIAMETER PRESSURE TR,I A l p PO S - T F , ARBORTAPE OR OTHER LEXIBI.:E GtJYINC .MATERIAL (Nc WIRE), • CENTER .,TREE IN PIT CONCRETE CURB SET' CROWN AT .TOP OF TOPSOIL., REMOVE SOIL FROM TOF' OF' ROOT BALL TO EXPOSE TOP:' 'PP! ROOT' CROWN AS" .NECESSARY; PULL; MULCH 3 'AWAY ,FROM,:..MAIN STEM MULCH FLUSH WITH, TOP OF PAVING =;CONCRETE SIDEWALK r r MIN DEPTH DEEP ROOT BARRIER TYPICAL, SIDEWALK SIDE' OF I 'IT. LONG. BACK O'F CURB. ' •REMOVE ;ALL, •WIRE CAGES, TWINE ;AND BURLAP NATIVE BACKFILL OR OTHER :SOIL; A DIRECTED BY ENGINEER. SHOVEL GUT AND ROUGHEN. ALL SIDES: OF PIT • * 'AS APPRtVE4 BY PUBLIC; ,WORKS, DEPT. STREET TREE ROOT BARRIER 10' LONG 4'x6' PLANTER J CURB OPENING STREET TREE PLAN VIEW PLANTER STRUCTURAL SOIL THE THREE COMPONENTS OF THE STRUCTURAL SOIL ARE MIXED IN THE FOLLOWING PROPORTIONS BY WEIGHT: CRUSHED STONE: 100, CLAY LOAM: 20, HYDROGEL: 0.03. TOTAL MOISTURE AT MIXING SHOULD BE 10% (AASHTO T-99 OPTIMUM MOISTURE). • CRUSHED STONE (GRANITE OR LIMESTONE) SHOULD BE NARROWLY GRADED FROM 3/4 -1 1/2 INCH, HIGHLY ANGULAR WITH NO FINES. • THE CLAY LOAM SHOULD CONFORM TO THE USDA SOIL CLASSIFICATION SYSTEM (GRAVEL<5%, SAND 25-30%, SILT 20-40%, CLAY 25-40%). ORGANIC MATTER SHOULD RANGE BETWEEN 2% AND 5X. THE HYDROGEL, A POTASSIUM PROPENOATE-PROPENAMIDE COPOLYMER IS ADDED IN A SMALL AMOUNT TO ACT AS A TACKIFIER, PREVENTING SEPARATION OF THE STONE AND SOIL DURING MIXING AND INSTALLATION: MIXING CAN BE DONE ON A PAVED SURFACE USING FRONT END LOADERS. TYPICALLY THE STONE IS SPREAD IN A LAYER, THE DRY HYDROGEL IS SPREAD EVENLY ON TOP AND THE SCREENED MOIST LOAM IS THE TOP LAYER. THE ENTIRE PILE IS TURNED AND MIXED UNTIL A UNIFORM BLEND IS PRODUCED. THE STRUCTURAL SOIL IS THEN INSTALLED AND COMPACTED IN 6 INCH LIFTS. NOTE: WHERE THE STRUCTURAL SOIL EXTENDS UNDER THE PROPOSED SIDEWALK, INSTALL GEOTEXTILE BETWEEN THE STRUCTURAL SOIL AND THE SIDEWALK BASE ROCK. APPROVED APR 23 2014 OW of Tukwila PUBLIC Works RECEIVE CITY OF TUKWILA APR 1 0 1,014 PERMIT CENTER PROJECT NO. TDG #13036 DRAWN BY: PAD DESIGN I CHECKED BY: PAD SHEET TITLE ROADWAY DETAILS SHEET NO. STANDARD CONSTRUCTION NOTES I.E'lFLINQ POLEAP ALLOY43 WITH STAINLESS Et. SCREWS "SLIUARE BABE ANCHOR BOLT I-AYOUT L.ECTRID L REcpr. LUMINAIRE ADJUSTABLE FOR 1.1(4"THRU2'PIPE • DETAIL, REINFORCING FRAME 11?° -13NC TAPPED GROUNDING HOLE SECTION THR J HANDHOLE NOTES. 1. BRACKETS SUPP IED WITH 2" N.P.S. SLIP•FITTER. 'PECIFY MOD. 140 FOR 1.25" N.P.S. pLIPFITTER. 2. TWIN BRACKETS RE LOCATED 180 O.C. 3. 10" BASE DIA. PO ES REQUIRE 1 "-8 UNC "" 38" LONG ANCHOR BOLTS WITH A 3-1/4" PROJEpTION. S: SECURE ANCHO BOLTS IN PLACE BEFORE POU ING. CONCRETE. T. INSTALL BOLTS ITH A MINIMUM OF TWO (2) THREAD . EXPOSED. 9. INSTALL POLE - SAFE MODEL #4100 BREAKAWAY SUPPORTS ON TOP OF ANCHOR BO TS. Ci of T. .kwila 344 CHAMFER CU(48 LINE UMINUM ALLOY A $TAINLEBB EFL.. HARDWARE • P OF RTID c D E a ii LS l - i4 HHH11I 1 277 11 ,," 11 11' TO 17 ' 1111.112 - LillB' ..,arr;; $• III _ :. 92• =till t1 HAND HOLE (4'`E7" NOMINAL) ND N H TYPE, E,OMPLFTEWITH REINFORCJNGF EAL.I.OV IEE1-TO. COVER AND $.S HEX HO. STAINLESS STEEL SCREWS. - tow EASE FLANGE ALLOY 352141 1V/ B T COVERS AND STAINLESS STEEL Vita TYPICAL LUMINAIRE POLE ETAIL (14.)1"-6NC 8 U ±L. ANCHOR SO L ASTM 7e, A151 GRADE 1021.104e n,0Of P81=MIN. IELD MEAN DIA. OF NCO 8 • K 938 t Oil", OUT OF ROUND ..+ RANCE RJ.t11E", NOU.ED OR CUT THR f T, CLAS8 2A, TOP 10' pAL.V. BTL„ LOCK ASHERS & (4)1" GALS/. BTL. F,.AT WASHERS.. OALV, ST[,. CONDUIT PER P 4" (i11WADED) UNDATION DETAIL • USE POLE -SAFE SKIRT & POLE- SAFE MODEL 4100 BREAKAWAY SUPPORT AS MANUFACTURED BY TRANSPO INDUSTRIES, INC. PRIOR TO STARTING CONSTRUCTION, CONTACT ONE -CALL (1-800-424-5555) , OR 811, FOR UTILITY LOCATIONS. CONTACTS PROJECT MANAGER: DESIGN ENGINEER: OWNER: ADAM LUNDBERG (206) 850-4586 PEDRO DEGUZMAN, PE (206) 923-0590 ADAM LUNDBERG (206) 850-4586 GENERAL 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. . 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 GUIDELINES AND DESIGN AND CONSTRUCTION STANDARDS, UNLESS OTHERWISE APPROVED BY THE PUBLIC 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. 11. ALL SURVEYING FOR PUBLIC FACILITIES SHALL BE DONE UNDER THE DIRECTION OF A WASHINGTON LICENSED LAND SURVEYOR. VERTICAL DATUM SHALL BE NAVD 1988. HORIZONTAL DATUM SHALL BE WASHINGTON STATE (GRID) COORDINATES, NORTH ZONE, USING NAD 83/91 SURVEY CONTROL AND TIED TO ANY TWO CITY OF TUKWILA HORIZONTAL CONTROL MONUMENTS. FOR PROJECTS WITHIN A FLOOD CONTROL ZONE, THE PERMITTEE SHALL PROVIDE CONVERSION CALCULATIONS TO NGVD 1929. 12. REPLACE OR RELOCATE ALL SIGNS DAMAGED OR REMOVED DUE TO CONSTRUCTION. 13. RETAIN, REPLACE OR RESTORE EXISTING VEGETATION IN RIGHTS -OF -WAY, EASEMENTS, AND ACCESS TRACTS. CONSTRUCTION 1. ALL WORK PERFORMED SHALL BE PER APPROVED PLANS AND SPECIFICATIONS ONLY. THE PERMITTEE IS REQUIRED TO MAINTAIN A SET OF APPROVED PLANS, SPECIFICATIONS, AND ASSOCIATED PERMITS ON THE JOB SITE. WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL FEDERAL, STATE, AND LOCAL LAWS. PERMITTEE SHALL APPLY FOR A REVISION FOR ANY WORK NOT ACCORDING TO THE APPROVED PLANS. 2 PERMITTEE/CONTRACTOR SHALL ARRANGE A PRECONSTRUC11ON CONFERENCE WITH THE CITY'S INSPECTOR(S) PRIOR TO BEGINNING ANY WORK. 3. WORK IN ROADWAYS A. ALL WORK IN ROADWAYS SHALL MEET TMC 11 AND THE FOLLOWING: B. PRIOR TO ANY ACTIVITY IN CITY RIGHT-OF-WAY, THE PERMITTEE SHALL PROVIDE THE CITY A TRAFFIC CONTROL PLAN FOR REVIEW AND APPROVAL THE TRAFFIC CONTROL PLAN SHALL INCLUDE THE LOCATION, ADDRESS AND DESCRIPTION OF TRAFFIC FLOW DURING THE WORK AND SHALL MEET MUTCD REQUIREMENTS. C. ALL WORK REQUIRING LANE CLOSURES MUST BE BY PERMIT ONLY. FROM THE THIRD THURSDAY IN NOVEMBER TO THE FOLLOWING JANUARY 2ND, THE DIRECTOR DOES NOT ALLOW LANE CLOSURES IN THE TUKWILA URBAN CENTER. D. FIRE, PEDESTRIAN, AND VEHICULAR ACCESS TO BUILDINGS SHALL BE MAINTAINED AT ALL TIMES, EXCEPT WHEN PERMITTEE HAS PERMISSION FROM THE BUILDING OWNER AND THE DIRECTOR TO CLOSE AN ACCESS. E. ALL ROADWAYS SHALL BE KEPT FREE OF DIRT AND DEBRIS USING STREET SWEEPERS. USE OF WATER TRUCKS FOR CLEANING ROADWAYS REQUIRES PREAPPROVAL FROM THE DIRECTOR. F. INSTALL STEEL PLATES OVER ANY TRENCH, AT ANY TIME WORK IS STOPPED AND THE TRENCH IS LEFT OPEN. GRADING AND EROSION CONTROL NOTES 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 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 DIRECTORS APPROVAL, REMOVE ALL SEDIMENT DEPOSITION RESULTING FROM PROJECT -RELATED WORK. 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 PUBLIC AND PRIVATE PROPERTIES AND IMPROVEMENTS DAMAGED BY THE PERMITTEE'S OPERATIONS. 13. PERMITTEE SHALL ARRANGE FOR AND COMPLY WITH THE FOLLOWING: A. NOTIFY THE PUBLIC WORKS DEPARTMENT WITHIN 48 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. UTILITY NOTES 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. 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. STORM DRAINAGE NOTES 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. WATER GENERAL NOTES 1. ALL METHODS AND MATERIALS SHALL MEET CITY OF TUKWILA DEVELOPMENT GUIDELINES AND DESIGN AND CONSTRUCTION STANDARDS, AND THE LATEST EDITION OF THE WASHINGTON STATE STANDARD PLANS & SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION. 2. PRESSURE TEST ALL WATER MAINS AND APPURTENANCES. 3. FLUSH AND DISINFECT ALL NEW OR AFFECTED EXISTING WATER PIPES. 4. FIRE HYDRANT RECONSTRUCTION SHALL BE PER CITY STD. DETAIL WS-13. WORK IN RIGHT-OF-WAY 1. WHEN ACTIVITY, IS UNATTENDED, INSTALL A SIGN WITH MINIMUM TWO-INCH LETTERS STATING PERMITTEE OR COMPANY NAME, AND DAY AND EVENING PHONE NUMBERS. . TMC 11.08.140 2. INSTALL BARRICADES, SIGNS, WARNING LIGHTS AND SAFETY DEVICES SUFFICIENT TO NOTIFY PUBLIC OF OBSTRUCTION OR TRAFFIC HAZARD. DEVICES MUST REMAIN UNTIL THE OBSTRUCTION IS CLEARED AND THE RIGHT-OF-WAY IS RESTORED. TMC 11.08.170.A 3. MAINTAIN ACCESS TO FIRE HYDRANTS, AND FIRE FIGHTING EQUIPMENT. TMC 11.08.180 4. MAINTAIN ACCESS TO PROPERTY ADJOINING EXCAVATION OR SITE WORK. 5. PRESERVE AND PROTECT ALL PROPERTY ADJOINING EXCAVATION OR SITE WORK. 6. RESTORE DISTURBANCE TO PRIVATE AND PUBLIC PROPERTY. TMC 11.08.220.D 7. DISTURBANCE OF SURVEY MONUMENTS AND MARKERS REQUIRES THE CITY DIRECTOR'S PREAPPROVAL. A LICENSED SURVEYOR SHALL REPLACE DISTURBED MONUMENTS AND MARKERS. 8. COMPLY WITH ALL STATE AND CITY LAWS AND PROCEDURES TO PROTECT PUBLIC FROM AIR, WATER AND NOISE POLLUTION. TMC 11.08.210 9. INSTALL TEMPORARY SIDEWALK OR CURB RAMP IF PERMANENT IS BLOCKED (AS DIRECTED BY CITY). TMC 11.08.220 10. COVER OPEN EXCAVATION WITH NON-SKID STEEL PLATES RAMPED TO ELEVATION OF CONTIGUOUS RIGHT-OF-WAY SURFACE. TMC 11.08.220 11. STORE ALL STOCKPILE MATERIAL SHALL BE STORED IN A SAFE MANNER TO PROTECT THE PUBLIC. REVIEWED FOR CODE COMPLIANCE APPROVED APR 2 8 2014 City of Tukwila BUILDING DIVISION ,01 -ow 3 APPROVED APR 23 2014 City of Tukwila PUBLIC Works RECEIVED CITY OF TUKWILA APR e 0 2014 PERNwI 4/7/14 REVISED PER CITY COMMENTS 0 0 to a 5027 51st Avenue SW phone 206.923.0590 website www.terraformadesigngroup.com PROJECT NO. TDG #13036 DRAWN BY: PAD DESIGN / CHECKED BY: PAD op 07.3 402 BAKER BOULEVARD SHEET TITLE ROADWAY NOTES SHEET NO. C3 OF GENERAL NOTE THE FOLLOWING NOTES APPLY UNLESS NOTED OTHERWISE - ASTM'S NOTED ARE TO BE LATEST EDITION. 1. DESCRIPTION Building Name & Site Location - Tukwila, WA 2. DESIGN CODE AND STANDARDS Applicable Code (Edition/Name) - 2012 International Building Code (IBC) Other documents referenced by these notes shall be the specific edition referenced by the building code specified above, or if not specified, shall be the latest edition. Code supplement & Date - ASCE 7-10 3. DESIGN LOADS a. Roof Live Load b. Snow Load c. Seismic d. Wind Load e. Dead loads f. Load Combinations See snow load / 20 psf (reducible per code) Basic roof snow load - Pf = 25 psf Thermal factor - Ct = 1.0 Importance factor - Is = 1.0, Snow exposure factor - Ce = 1.0 Ss = 1.452, S1 = 0.541, le = 1.0, Site Class "D" and SDS = 0.968, SDI = 0.541. Seismic Design Category = "D" Risk Category II Equivalent Lateral Force Procedure used. Basic wind speed (3 sec. gust) VULT=110 mph , VASD=85 mph Risk Category II Exposure B Kzt=1.0 Kd=0.85 (IBC load cases per section 1605.2 & 1605.3.1 only) Internal pressure coefficient GCpi - + 0.18 Weight of structure. All Code required load combinations are to be used in the building design. OSHA STANDARDS THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL PROVISIONS OF THE CURRENT OSHA STANDARDS. THE GENERAL CONTRACTOR SHALL REVIEW THESE STRUCTURAL DRAWINGS FOR ANY NONCOMPLIANCE WITH OSHA STANDARDS, TAKING INTO ACCOUNT THE GENERAL CONTRACTOR'S MEANS AND METHODS. THE GENERAL CONTRACTOR SHALL INFORM ENW OF ANY NONCOMPLIANCE SO THE DRAWINGS MAY BE MODIFIED FOR COMPLIANCE PRIOR TO CONSTRUCTION. THE GENERAL CONTRACTOR IS TOTALLY RESPONSIBLE FOR MEANS AND METHODS AS WELL AS JOBSITE SAFETY ON THIS PROJECT. FOUNDATION ASSUMED SOIL BEARING 1000 PSF. THIS VALUE IS TO BE VERIFIED BY A LICENSED SOILS ENGINEER PRIOR TO BEGINNING FOUNDATION WORK. PREPARE THE SITE PER SOILS ENGINEER'S RECOMMENDATIONS. BELOW FINAL FINISHED GRADE. FOOTING STEP LOCATIONS SHOWN ON PLANS ARE APPROXIMATE. CONTRACTOR TO VERIFY AND COORDINATE FOOTING STEPS WITH CIVIL ENGINEER TO FINISH GRADE PLANS. ADD FOOTING STEPS AS REQUIRED. EXTEND BOTTOM OF ALL EXTERIOR FOOTING 18" MIN. BEAR SLABS AND FOOTINGS ON FILL COMPACTED TO 95% MODIFIED PROCTOR - ASTM D-1557 OR ON UNDISTURBED SOIL. CAST -IN -PLACE CONCRETE F'c = 4500 PSI FOR ALL CAST -IN -PLACE CONCRETE. CONCRETE MAY BE PROPORTIONED ON THE BASIS OF FIELD EXPERIENCE AND/OR TRIAL MIXTURES AS DESCRIBED IN CODE. SUBMIT MIX DESIGN AND DATA AS REQUIRED FOR EACH METHOD. MIXING AND PLACING OF ALL CONCRETE AND SELECTION OF MATERIALS SHALL BE IN ACCORDANCE WITH ACI CODE 318. PROPORTION AGGREGATE TO CEMENT TO PRODUCE A DENSE WORKABLE MIX WITH 4" MAXIMUM SLUMP WHICH CAN BE PLACED WITHOUT SEGREGATION OR EXCESS FREE SURFACE WATER. SEE SPECIFICATIONS FOR ADMIXTURES. PROVIDE 5% + 1-1/2% TOTAL AIR CONTENT FOR CONCRETE EXPOSED TO FREEZING AND THAWING EXPOSURES. LIMIT WATER -CEMENT RATIO TO .45 AND USE TYPE V CEMENT WHERE CONCRETE IS EXPOSED TO SOIL CONTAINING WATER SOLUBLE SULFATE IN EXCESS OF .2%. ADD NO WATER AT SITE. WATER REDUCING OR SUPERPLASTICIZING ADMIXTURES MAY BE USED TO INCREASE WORKABILITY WITHOUT INCREASING WATER -CEMENT RATIO OF DESIGN MIX SUBMITTAL. SEE SPECIFICATIONS FOR CURING. PROVIDE 3/4" CHAMFER AT ALL EXPOSED CONCRETE EDGES UNLESS INDICATED OTHERWISE ON ARCHITECTURAL DRAWINGS. REINFORCING STEEL USE DEFORMED CONCRETE REINFORCING STEEL CONFORMING WITH ASTM A 615, GRADE 60 (fy=60,000 PSI). LAP CONTINUOUS REINFORCING BARS 48 BAR DIAMETERS, 2'-0" MIN. UNLESS NOTED OTHERWISE. PROVIDE CORNER BARS (2'-0 MIN. BEND) FOR ALL HORIZONTAL REINFORCEMENT. DETAIL STEEL IN ACCORDANCE WITH "ACI MANUAL OF STANDARD PRACTICE OF DETAILING REINFORCED CONCRETE STRUCTURES". WELDED WIRE FABRIC (WWF) TO CONFORM WITH ASTM A 185. REINFORCING HOOKS TO COMPLY WITH STANDARD ACI HOOKS EXCEPT STIRRUPS AND TIES SHALL HAVE 135 DEGREE ACI SEISMIC HOOKS. COVER TO REINFORCEMENT: NONPRESTRESSED CAST -IN -PLACE CONCRETE (INCHES) CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH 3 FORMED SURFACES EXPOSED TO EARTH OR WEATHER #6 AND LARGER 2 #5 AND SMALLER 1-1/2 NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND SLABS, WALLS, JOISTS 14 AND LARGER 1-1/2 #11 AND SMALLER 3/4 BEAMS, COLUMNS PRIMARY REINFORCEMENT, TIES, STIRRUPS,SPIRALS 1-1/2 CONCRETE AND MASONRY ANCHORS (BOLTS, THREADED RODS AND REBAR DOWELS) DRILLED IN EXPANSION ANCHORS: CONCRETE HILTI KWIK BOLT TZ PER ESR-1917 CMU HILTI KWIK BOLT 3 PER ESR-1385 ADHESIVE ANCHORS: CONCRETE CMU UNREINFORCED MASONRY CAST IN PLACE ANCHORS: CONCRETE CMU BOLT & SCREW ANCHORS: CONCRETE CMU HILTI HIT-RE500 -SD PER ESR-2322 AND HILTI HIT-HY 200-R PER ESR-3187 HILTI HIT-HY 70 PER ESR-2682 HILTI HIT-HY 70 PER ESR-3342 EMBED PER IBC TABLE 1908.2 EMBED 7 BOLT DIAMETERS. PROVIDE ,4 INCH OF GROUT BETWEEN CMU. HILTI KWIK HUS-EZ (KH-EZ) AND HUS-EZ I (KH-EZ I) PER ESR-3027 HILTI KWIK HUS-EZ (KH-EZ) PER ESR-3056 ADHESIVE ANCHORS SHALL BE INSTALLED IN CONCRETE HAVING A MINIMUM AGE OF 21 DAYS AT TIME OF INSTALLATION PER ACI 318 -11 SECTION D.2.2. INSTALLATION OF ADHESIVE ANCHORS HORIZONTALLY OR UPWARDLY INCLINED TO SUPPORT TENSION LOADS SHALL BE PERFORMED BY CERTIFIED PERSONNEL IN CONFORMANCE TO ACI 318 -11 SECTION D.9.2.2. FOLLOW INSTALLATION PROCEDURES OF ESR REPORT AND MANUFACTURER'S INSTRUCTIONS. PROVIDE SPECIAL INSPECTION AS NOTED AND/OR REQUIRED BY ESR REPORT. SUBSTITUTIONS ARE NOT ALLOWED UNLESS WRITTEN APPROVAL BY ENW IS RECEIVED. SUBSTITUTIONS MUST BE SUBMITTED TO ENW FOR REVIEW PRIOR TO CONSTRUCTION. PROVIDE STAINLESS STEEL OR GALVANIZED ANCHORS FOR EXTERIOR APPLICATIONS AS REQUIRED. ANCHORS RATED FOR DRY INTERIOR CONDITIONS MAY NOT BE USED FOR EXTERIOR APPLICATIONS PER ESR REPORT. STRUCTURAL STEEL ALL WORK IN ACCORDANCE WITH "AISC SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS (AISC 360-10), AND THE "CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES" AUGUST 25, 2010. STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING STANDARDS: WIDE FLANGE SHAPES ASTM A 992 OTHER SHAPES & PLATES ASTM A 36 TUBE SHAPES ASTM A 500, GRADE B PIPE SHAPES ASTM A 53, TYPE E OR S, GRADE B WELDHEAD STUDS ASTM A 108 ANCHOR BOLTS ASTM F 1554, GRADE 36 HIGH STRENGTH BOLTS ASTM A 325 BASE PLATE GROUT ASTM C 1107 (Fy=50,000 PSI) (Fy=36,000 PSI) (Fy=46,000 PSI) (Fy=35,000 PSI) (Fy=50,000 PSI) (Fy=36,000 PSI) BOLTS: ALL STRUCTURAL STEEL BOLTED CONNECTIONS ARE ASTM A 325 TYPE N CONNECTIONS - BEARING TYPE WITH THREADS INCLUDED IN SHEAR PLANE. CONNECTIONS ARE NON -SLIP CRITICAL AND BOLTS NEED TO BE TIGHTENED "SNUG TIGHT" ONLY, UNLESS OTHERWISE NOTED. PROVIDE WASHERS AT OUTER PLYS WITH SLOTTED HOLES. INSTALL A 325 BOLTS IN ACCORDANCE WITH "SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A 325 OR A 490 BOLTS". (12/31/09) WELDS: ALL WELDING TO CONFORM WITH AWS D1.1 "STRUCTURAL WELDING CODE - STEEL". WELDS NOT SPECIFIED SHALL BE '/" CONTINUOUS FILLET MINIMUM. ALL WELDS BY WABO CERTIFIED WELDERS. USE LOW HYDROGEN FILLER METAL WITH A MINIMUM TENSILE STRENGTH OF 70 KSI. ALL WELDED JOINTS SHALL BE AWS PREQUALIFIED. WELDHEAD STUDS (WHS) ARE TO BE MACHINE WELDED WITH PROPER EQUIPMENT AS REQUIRED BY MANUFACTURER. COORDINATE WORK WITH JOIST MANUFACTURER. SEE SPECIFICATIONS FOR ITEMS TO BE GALVANIZED. ALL STEEL ERECTION, INCLUDING OPEN WEB JOISTS AND MEDAL DECK SHALL BE IN ACCORDANCE WITH THE CURRENT OSHA STEEL ERECTION STANDARD. DO NOT PLACE ANY CONSTRUCTION LOADS ON MEMBERS UNTIL THEIR CONNECTIONS ARE COMPLETE. ALL STEEL NEEDS TO BE COATED FOR APPROPRIATE EXPOSURE. COORDINATE WITH ARCHITECT AND ENGINEER. MEMBERS DESIGNATED "POSTS" ARE NOT DESIGNED TO CARRY THE OSHA 300 POUND ECCENTRIC LOAD. FRAMING LUMBER GRADES & STRESSES SHALL CONFORM WITH LATEST EDITION OF "WESTERN LUMBER GRADING RULES", WWPA OR "STANDARD NO. 17 GRADING RULES FOR WEST COAST LUMBER", WCLIB. ALL LUMBER S4S AND S-DRY UNLESS NOTED OTHERWISE. UNLESS NOTED OTHERWISE, USE THE FOLLOWING: SPECIES GRADE BASE VALUE Fb VISUALLY GRADED DIMENSION LUMBER (2" TO 4" THICK BY 2" & WIDER) STUDS - TYPICAL DOUG FIR JOISTS & RAFTERS - TYPICAL DOUG FIR JOISTS & RAFTERS - WHERE NOTED DOUG FIR PLATES & LEDGERS DOUG FIR BEAMS & HEADERS - TYPICAL DOUG FIR #2 #2 #1 #2 #2 900 PSI 900 PSI 1000 PSI 900 PSI 900 PSI VISUALLY GRADED TIMBERS (5"X5"" & LARGER) BEAMS & STRINGERS (WIDTH MORE THAN 2" OF THICKNESS DOUG FIR #1 1350 PSI POSTS & TIMBERS (WIDTH 2" OR LESS OF THICKNESS) DOUG FIR #1 1200 PSI EACH PIECE SHALL BEAR A VALID GRADE STAMP THAT IS NOT TO BE REMOVED. BOLT HEADS AND NUTS BEARING AGAINST WOOD SHALL BE PROVIDED WITH STANDARD CUT WASHERS. ALL BASE VALUE STRESSES TO BE ADJUSTED WITH APPROPRIATE SIZE FACTORS. ALL WOOD IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESERVATIVE TREATED. USE STANDARD LENGTH COMMON NAILS CONFORMING WITH FEDERAL SPECIFICATION FF-N-105B FOR ALL NAILING EXCEPT WHERE SHORTER NAILS PROVIDE THE REQUIRED PENETRATION IN DIAPHRAGMS. GLU-LAMINATED WOOD MEMBERS GLU-LAMINATED WOOD BEAMS, COAST REGION DOUGLAS FIR CONFORMING WITH ANSI/AITC A190.1-07 AND AITC 117-10 OF APA-EWS Y117. USE COMBINATION EWS 24F-V4 (DF/DF) Fb=2400, Fvx = 190 PSI FOR SIMPLE SPAN BEAMS AND COMBINATION EWS 24F-V8 (DF/DF) Fb=2400, Fvx = 190 PSI FOR CANTILEVERED BEAMS. BOTTOM LAM TO BE FREE OF UNSOUND KNOTS LARGER THAN 1/2" DIAMETER. MATERIAL MUST BE OBTAINED FROM AN APPROVED FABRICATOR. ALL GLU-LAM BEAMS SHALL FIT SNUG AND TIGHT IN THEIR CONNECTIONS AND DEVELOP FULL BEARING AS INDICATED. PROVIDE AITC OR APA-EWS STAMP ON EACH MEMBER AND SUBMIT AITC OR APA-EWS CERTIFICATE. ADHESIVE TO BE "WET USE". INDUSTRIAL APPEARANCE GRADE. PROTECTION FROM EXPOSURE TO ELEMENTS PER ARCH. SPECIAL CONDITIONS CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD AND SHALL PROVIDE ADEQUATE SHORING AND BRACING OF ALL STRUCTURAL MEMBERS DURING CONSTRUCTION. CONTRACTOR SHALL NOTIFY ENGINEER OF ALL FIELD CHANGES PRIOR TO INSTALLATION. SHOP DRAWINGS SUBMIT 4 SETS OF PRINTS (U.N.O. BY ARCHITECT) OR ELECTRONIC PDF FILES, OF SHOP DRAWINGS TO ENGINEER FOR REVIEW AFTER CONTRACTOR HAS REVIEWED & STAMPED FOR COMPLIANCE AND PRIOR TO FABRICATION FOR: GLU-LAMS, STRUCTURAL STEEL, MISCELLANEOUS STEEL, REINFORCING STEEL AND TRUSSES. "SHOP DRAWINGS ARE AN ERECTION AID, AND STRUCTURAL DRAWINGS SHALL TAKE PRECEDENT OVER THE SHOP DRAWINGS...". SPECIAL INSPECTIONS AND TESTS INSPECTIONS ARE TO BE PER IBC CHAPTER 17 AND ARE TO BE BY AN INDEPENDENT TESTING AGENCY. THE SPECIAL INSPECTION AGENCY AND SPECIAL INSPECTION INSPECTORS SHALL BE REGISTERED WITH THE WASHINGTON ASSOCIATION OF BUILDING OFFICIAL (WABO), AND SHALL BE APPROVED BY THE BUILDING OFFICIAL PRIOR TO CONSTRUCTION. SOILS: VERIFY THAT SITE PREPARATION, FILL PLACEMENT AND IN -PLACE DENSITY MEET REQUIREMENTS OF APPROVED SOILS REPORT. CONCRETE: IN ACCORDANCE WITH TABLE 1705.3 OF IBC AND REFERENCED STANDARDS. CONTINUOUS INSPECTION: DURING PLACEMENT TO SAMPLE FRESH CONCRETE FOR STRENGTH TESTS, PERFORM SLUMP AND AIR CONTENT TESTS AND TEMPERATURE MEASUREMENTS OF CONCRETE. VERIFY CONCRETE AND SHOTCRETE PLACEMENT FOR PROPER APPLICATION TECHNIQUES. VERIFY APPLICATION OF PRESTRESSING FORCE. VERIFY GROUTING OF BONDED TENDONS IN SEISMIC -FORCE - RESISTING SYSTEMS. PERIODIC INSPECTION: VERIFY REINFORCING STEEL AND PLACEMENT. CHECK FOR REQUIRED COVER, SIZE, GRADE, AND SPACING. VERIFY PLACEMENT OF EMBEDED CONNECTIONS, DOWELS, AND ANCHOR BOLTS. VERIFY USE OF REQUIRED MIX DESIGN. VERIFY MAINTENANCE OF SPECIFIED CURING TEMPERATURE AND TECHNIQUES. CONC. EXPANSION & MASONRY ANCHORS & DRILLED -IN DOWELS: COPY OF ICC REPORT FOR ANCHORS OR ADHESIVE SYSTEM USED MUST BE AVAILABLE AT JOB SITE. VERIFY ANCHORS OR ADHESIVE SYSTEM INSTALLATION IN ACCORDANCE WITH REPORT. VERIFY CERTIFICATION OF INSTALLER FOR ADHESIVE ANCHORS. STEEL: IN ACCORDANCE WITH IBC SECTION 1705.2.1 AND AISC 360 REFERENCED STANDARDS. CONTINUOUS INSPECTION: SLIP -CRITICAL (SC) HIGH STRENGTH BOLTED CONNECTIONS. COMPLETE AND PARTIAL PENETRATION GROOVE WELDS. NON- DESTRUCTIVE TESTING IS REQUIRED FOR ALL COMPLETE PENETRATION WELDS - SHOP AND FIELD. MULTIPASS FILLET WELDS. SINGLE -PASS FILLET WELDS GREATER THAN 5/16-INCH. WELDING OF REINFORCING IN INTERMEDIATE AND SPECIAL MOMENT FRAMES, BOUNDARY ELEMENTS OF SPECIAL REINFORCED CONCRETE SHEAR WALLS AND SHEAR REINFORCEMENT. PERIODIC INSPECTION: VERIFY HIGH -STRENGTH BOLT IDENTIFICATION MARKINGS CONFORM TO SPECIFIED ASTM STANDARDS. REVIEW OF MANUFACTURER'S CERTIFICATE OF COMPLIANCE. INSTALLATION OF BEARING -TYPE BOLTED CONNECTIONS. SINGLE -PASS FILLET WELDS 5/16-INCH OR LESS. FLOOR AND ROOF DECK WELDS. COLD -FORMED STEEL FRAME WELDING. WELDING OF STAIRS AND RAILINGS. WELDING OF STUDS. VERIFICATION OF WELDABILITY OF REINFORCING STEEL OTHER THAN ASTM A-706. WELDING OF REINFORCING STEEL OTHER THAN THAT REQUIRING CONTINUOUS INSPECTION. STEEL JOINTS AND CONNECTIONS FOR COMPLIANCE WITH PLANS. WOOD CONSTRUCTION: CONTINUOUS INSPECTION: HIGH -LOAD DIAPHRAGMS NOTED ON PLANS. PERIODIC INSPECTION: NAILING, BOLTING OF ALL WALL ANCHORS, LEDGERS, DRAG BEAMS AND CONNECTIONS, AND HOLD-DOWNS. CALL ENGINEER FOR NAILING REVIEW PRIOR TO COVERING SHEAR WALLS AND DIAPHRAGMS. OTHER INSPECTIONS BY BUILDING OFFICIAL IN ACCORDANCE WITH SECTION 110 OF IBC. ABBREVIATIONS B. OR BOT. BOTTOM C.I.P CL CLR CONT. DF CAST IN PLACE CENTERLINE CLEAR CONTINUOUS DOUGLAS FIR EL. OR ELEV. ELEVATION E.N.W. OR ENW ENGINEERS NORTHWEST E.F. E.W. F.O.C. F.O.W. FTG. H. OR HORIZ. HF H.S.S. I.B.C. I.C.C. I.F. N.T.S. O.F. O.T.O. PL PPT R.O. REINF. SW SIM. SYMM. T. T.O.F. TYP. U.N.O. V. OR VERT. V.I.F. V.N.F. W.A.B.O. EACH FACE EACH WAY FACE OF CONCRETE FACE OF WALL FOOTING HORIZONTAL HEM -FIR HOLLOW STRUCTURAL SECTION INTERNATIONAL BUILDING CODE INTERNATIONAL CODE COUNCIL INSIDE FACE NOT TO SCALE OUTSIDE FACE OUT TO OUT PLATE PRESERVATIVE PRESSURE TREATED ROUGH OPENING REINFORCING SHEARWALL SIMILAR SYMMETRICAL TOP TOP OF FOOTING TYPICAL AT ALL SIMILAR PLACES UNLESS NOTED OTHERWISE VERTICAL VERTICAL INSIDE FACE VERTICAL OUTSIDE FACE WASHINGTON ASSOC. OF BUILDING OFFICIALS REVIEWED FOR CODE COMPLIANCE APPROVED APR 2 8 2014 City of Tukwila BUILDING DIVISION c7053 ■ s KEY PLAN 3/4" = 1'-0" OO RECEIVED CITY OF TUKWILA FEB 1 4 2014 PERMIT CENTER or) , N O co a ,PERMIT SUBMITTAL C 0 .y 5 a) 1 0 c 13000133 job no. D. TALOA drawn H. PANGELINAN checked 02-10-14 date L:\2013fiIes\130001331XTB-13000133.dwg EXISTING OVERHANG ABOVE PER ARCH PER ARC -I INFILL PER ARCH REVIEWED FOR CODE COMPLIANCE APPROVED APR 2 8 2014 City of Tukwila BUILDING DIVISION PARTIAL FOUNDATION PLAN E- DED NOTE: 1.) ALL ITEMS ARE EXISTING (E) UNLESS NOTED AS NEW (N). 2.) FIELD VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS PRIOR TO CONSTRUCTION. NOTIFY ENW IF EXISTING DIMENSIONS AND EXISTING CONDITIONS ARE NOT AS SHOWN ON PLANS AND SECTIONS. 3.) VERIFY ALL DIMENSIONS w/ ARCH. 4.) DO NOT CUT EXISTING FOUNDATION.. CANOPY FRAMING PLAN Q NOTE: 1.) ALL ITEMS ARE EXISTING (E) UNLESS NOTED AS NEW (N). 2.) FIELD VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS PRIOR TO CONSTRUCTION. NOTIFY ENW IF EXISTING DIMENSIONS AND EXISTING CONDITIONS ARE NOT AS SHOWN ON PLANS AND SECTIONS. 3.) VERIFY ALL DIMENSIONS w/ ARCH. RECEIVED CITY OF TUKWILA FEB 1 4 2014 PERMIT CENTER ERMIT SUBMITTAL 13000133 job no. D. TALOA drawn H. PANGELINAN checked 02-10-14 date EXISTING CMU WALL 22"x22” CONC. w/ 12- #4 VERT.(4 EACH FACE) : : #4 . . @ 12"oc & 2- TIES @ TOP ADHERED VENEER & CAP PER ARCH. SECTION NEW t=6" CONCRETE WALL INFILL. LOCATE EPDXY DOWELS @ CENTER OF 6" CONC. INFILL, TYP. NOTE: 1.) INSTALL #5 DWLS. IN HOLES FILLED w/ HILT! HIT HY-70 PER I.C.C. ESR REPORT #ESR-2682 2.) PROVIDE INSTALLATION AND SPECIAL INSPECTIONS PER I.C.C. ESR-2682 0'-0" L:\2013files\13000133\XTB-13000133.dwg H.S.S. COLUMN PER PLAN 3/4" BASE PLATE w/ 4- 3/4"0 HEADED A. BOLTS @ 9"GA. EACH WAY 5- #5 TOP 1" NON -SHRINK #5 BOTTOM CONT. 3/4" NOTE: ADD GROUT AS REQUIRED AT UN -GROUTED CELLS, TYP. #5x2'-0" DOWELS ALL AROUND INFILL. MATCH SPACING OF INFILL. REINF. EPDXY DOWEL PER NOTE (EMBED 4") CENTER DOWELS @ CENTERLINE OF EXIST. WALL w/ SPECIAL INSPECTION #5 V. CENTERLINE @ 16"oc ALIGN w/ DOWELS C.I.P. CONCRETE WALL INFILL fc = 4000psi MIN. #5 @ 16"oc HORIZ. MASONRY INFILL OF EXIST. WALL OPNG. PER PLAN TYPICAL INFILL DETAIL 3/4" = 1'-0" (PER ARCH.) $ VERIFY 1/2" CDX PLYWOOD PER ARCH. NAIL w/ 10d x 3" COMMON @ 6"oc EDGES & 6"oc FIELD SIMPSON H3 @ EACH 2x 2x BOT. PLATE w/ 4- 10dx3" COMMON @ EACH JOIST iirgraMoom (E) JOIST @ 24"oc (E) WALL 3/4" = 1'-0" 2x4 D.F.#2 @ 24"oc NEW SHEATHING PER ARCH., TYPICAL 4- 10d COMMON, TYP. SECTION EXISTING CMU WALL NEW t=6" CONCRETE INFILL g FLUSH TO OUTSIDE FACE #4 @ 16"oc VERT. 0 a a 4 #5x2'-0" DOWELS (2- EACH SIDE) TYPICAL 1 NOTE: BALANCE PER SECTION 4/S201 4 #4 @ 16"oc E.W. PER PLAN SMAILL WALL OPENING INFILL NOTE: 1.) LOCATE PER ARCH. 3/4" = 1'-0" CENTERLINE COLUMN 6"x3/8"x8" SIDE PLATES w/ 3/4"0 BOLTS W.F. BEAM PER PLAN w/ 1/4" STIFF. PLATE COLUMN, TYPICAL PER ARCH. 3/4" BRG. PLATE w/ 4- 5/8"0 BOLTS, TYP. s PER ARCH. W.F. BEAM LOW PER PLAN, TYP. 3/8" PLYWOOD w/ 10d x 3" COMMON NAILS @ 6"oc @ EDGES & 12"oc EA. WAY FIELD 4x T.&G. DECK ADD TAPERED P.T. SHIM FOR BRG., TYP. H.S.S. COLUMN PER PLAN 4 1/2"x1/4"x7" PLATE w/ 2- 3/4"0 A325 BOLTS @ 3"GA. CENTERED ON BEAM CENTERLINE SECTION ur, t-of PER PLAN TYP. 5/16 GLB PER PLAN 3/4" = 1'-0" REVIEWED FOR CODE COMPLIANCE APPROVED APR 2 8 2014 City of Tukwila BUILDING DIVISION O53 RECEIVED CITY OF TUKWILA FEB 1 4 2014 PERMIT CENTER •N $2-13-14 co ERMIT SUBMITTAL c 0 Cl). 2 o c 13000133 job no. D. TALOA drawn H. PANGELINAN checked ..r k ›- Lt p LLJ J Wo CC) w m N QO d' 0 NGTON 98188 co z 0 0 w C9 Z li cd LANCE MUELLER 0) 0 W I 0 4 130 LAKESIDE SUITE 250 SEATTLE, WA 98122 206 325 2553 sheet S201 EXTEND VERT. LEG AS REQUIRED 2- 5/8"0 EPDXY ANCHORS L:12013files1130001331XTB-13000133.dwg E) 8 CMU WALL NEW 6" CONC. INFILL PER SECTION 4/201 PER ARCH. INFILL ADE 2 1/8" CAP PLATE EA. H.S.S. (SEAL WELD ALL AROUND) DTL. 1 DTL. 4 (N) H.S.S. 5x5x1/4 STRONG BACK DTL. 2 PARTIAL ELEVATION GRID NOTES: 1.) CONCRETE ANCHORS: USE 5/8"0 ALL THREAD ROD w/HIT-RE 500-SD ADHESIVE IN CONCRETE, INSPECT PER I.C.C. ESR-2322. 2.) MASONRY ANCHORS: USE 5/8"0 ALL THREAD ROD w/HIT-HY 70 ADHESIVE IN MASONRY, INSPECT PER I.C.C. ESR-2682. SOLID GROUT ALL CELLS PRIOR TO INSTALLATION OF ANCHORS. GROUT TO BE F'c = 2,000 PSI MIN. 3.) DO NOT SUBSTITUTE OTHER ADHESIVES FOR THE HILT! HIT-HY 70 AND THE HIT -RE 500-SD WITHOUT PRIOR WRITTEN AUTHORIZATION FROM E.N.W. 4.) DO NOT OVER CUT OPENINGS AT CORNERS, TYPICAL. 5.) CONTRACTOR TO VERIFY THAT NO VERTICAL WALL JOINTS OCCUR WITHIN THE NEW OPENING AND STRONGBACK SPACE. (N) STRONGBACK PER ELEV. 0 LINTEL ANGLE PER ELEV. 3" BRG. ADD GRO ED CELLS NEW SAW -CUT OPNG. CL DETAIL 4 PER ELEV. 3/4" = 1'-0" O 0 NEW 6'-4" SAW -CUT OPENING 1/4" = 1'-0" EXIST. • (N) LINTEL ANGLE PER ELEV ADD GRO ED CELLS PILASTER 3" BRG. NEW SAW -CUT OPNG. PER ELEV. DETAIL 5 3/4" = 1'-0" NOTE: PRIOR TO H.S.S. FABRICATION CONTR. TO VERIFY THE H.S.S. & CONNS. WILL MISS ROOF FRAMING MEMBERS & CONNS. (N) 6x4x3/4 LINTEL L.L.V. DTL. 5 PER ARCH. 13'-8" 0'-0" L's 4x4x 3/8 x 0'-4" EACH SIDE H.S.S. w/ 5/8"0 ANCHORS (EMBED 5 5/8" MIN.) SEE NOTES BELOW PARTIAL WALL ELEVATION GRID © TOP, BOT. & NEAR SIDE TYP. @ ALL ANGLES 1/4 MAX. R.O. PER ill ELEV. 1/S300 DETAIL 1 3/4" = 1'-0" 1/2" x H.S.S. WIDTH + PLATE w/ 2- 5/8"0 ALL-TH READ '/.jjf5✓X.Ga:.`.';fiiS'%'f:.:.,.c:s,. xenigi 1/2",;,,;;;;;.,,,:,. r 3/16 DETAIL 2 3/4" = 1'-0" EXIST. MASONRY WALL 1/2"0 ANCHORS @ 24"oc SEE NOTES BELOW PARTIAL WALL ELEVATION GRID© ANGLE PER PARTIAL WALL ELEVATION GRID© EXIST. WALL TO BE REMOVED ONLY AFTER LINTEL ANGLE IS IN PLACE. DETAIL 3 3/4" = 1'-0" REVIEWED FOR CODE COMPLIANCE APPROVED APR 2 8 2014 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA FEB 1 4 2014 PERMIT CENTER •• 12-13-14 ERMIT SUBMITTAL c to Cl). '> a O 13000133 job no. D. TALOA drawn H. PANGELINAN checked 02-10-14 date W W ct ca Z 0 O 402 BAKER BOULEVARD N GTO N 98188 cn z 0 0 ots z 0 W a. W J 0 0 0 N co MUELLER W 0 z J 1- O W H I v IX 130 LAKESIDE SUITE 250 SEA T TLE, WA 98122 206 325 2 sheet S300