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HomeMy WebLinkAboutPermit D04-412 - INTERURBAN RETAIL - BUILDINGINTERURBAN RETAIL 13038 INTERURBAN AV S D04 -412 Z • - z.. .re .re w 6U 0- 0 NO W wo • g J, u. Q. =d I— Wm I— O Z I-- w w • 0 O -, CI I- w W. :X 0. — O• • iii Z. co. 0 • z Parcel No.: 0003000110 Address: 13038 INTERURBAN AV S TUKW Suite No: Tenant: Name: Address: Owner: Name: Address: Contact Person: Name: Address: Contractor: Name: Address: Contractor DESCRIPTION OF WORK: CONSTRUCTION OF A 5766 SF RETAIL BUILDING THAT WILL CONTAIN 4 TENANTS; STARBUCKS WITH DRIVE-THRU. TENANTS TO COMPLETE INTERIOR. PUBLIC WORKS ACTIVITIES INCLUDE SANITARY SEWER WITH 600 GAL GREASE INTERCEPTOR, STORM DRAINAGE, LANDSCAPE IRRIGATION, TWO PERM WATER METERS (V' & 1.5 ") , 1" WATER ONLY IRRIGATION WATER METER; ALL THREE WM WITH INDIVIDUAL REDUCED PRESSURE PRINCIPLE ASSEMBLIES (RPPAs) IN FREEZE PROTECTION ENCLOSURES ANCHORED INTO A MINIMUM 4" THICK CONCRETE PAD. Value of Construction: $361,239.90 Type of Fire Protection: Type of Construction: VB Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: Flood Control Zone: Hauling: Land Altering: Landscape Irrigation: Moving Oversize Load: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: doc: IBC - Permit City oh. Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: ci.tukwila.wa.us INTERURBAN RETAIL 13038 INTERURBAN AV S, TUKWILA WA CIRCLE K STORES INC (PT #U -6) P 0 BOX 52085, PHOENIX AZ CORY SHELEST 1133 164 SW, SUITE 107, LYNNWOOD, WA REDHAWK ENTERPRISES LLC 1133 164 ST SW, STE 107, LYNNWOOD, WA License No: REDHAEL973KA N N- N Y N N N N N DEVELOPMENT PERMIT Number: 0 Start Time: Volumes: Cut 100 c.y. Start Time: Private: D04 -412 Permit Number: Issue Date: Permit Expires On: Phone: Phone: 425 787 -9863 Phone: 425 745 -5694 Expiration Date:05 /01/2007 Fees Collected: $26,600.68 International Building Code Edition: 2003 Occupancy per IBC: 19 Size (Inches): 0 End Time: Fill 1600 c.y. End Time: Public: Steven M Mullet, Mayor Steve Lancaster, Director D04 -412 05/20/2005 11/16/2005 Printed: 05 -20 -2005 Street Use: Water Main Extension: Water Meter: doc: IBC - Permit N Profit: N City col Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: ci.tukwila.wa.us N N Private: * *continued on next page ** D04 -412 Non - Profit: N Public: Steven M Mullet, Mayor Steve Lancaster, Director Printed: 05 -20 -2005 z o: u 6 U O 0 y 0 W = U) W w 2 Q I w Z � O Z H- w 2 o 0 1- ui I- E 9 LLi z U =. O~ z doc: IBC - Permit City oi Tukwila Print Name: Ma✓'k \ \ \ r vi ckv 1 Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 -431 -3665 Web site: ci.tukwila.wa.us D04 -412 Steven M. Mullet, Mayor Steve Lancaster, Director Z Z re 2 6 U 00 c o tu N V. w0 Permit Center Authorized Signature: . max Date: u_ = w Z I— 0 regulating constructs•; or the performance of work. I am authorized to sign and obtain this development permit. tu Signature:�! 6 ��� Date: 5/240/(� 5 O N ! o w uj u- W Z 0 Permit Number: D04 -412 Issue Date: 05/20/2005 Permit Expires On: 11/16/2005 I hereby 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 This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. Printed: 05 -20 -2005 Z 1: ** *BUILDING DEPARTMENT CONDITIONS * ** Building Official. (206/431- 3670). City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 PERMIT CONDITIONS z II- '~ z o: 0O coo J F- W 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the gQ 3: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center I w z = 4: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to w O 0 uj start of any construction. These documents shall be maintained and made available until final inspection approval is granted. v 0 ON 5: The special inspections and verifications for concrete construction shall be required. o u w w O .. z w 7: When special inspection is required, either the owner or the registered design professional in responsible charge, H shall employ a special inspection agency and notify the Building Official of the appointment prior to the first z e-- building inspection. The special inspector shall furnish inspection reports to the Building Official in a timely manner. Parcel No.: 0003000110 Permit Number: D04-412 Address: 13038 INTERURBAN AV S TUKW Status: ISSUED Suite No: Applied Date: 11/16/2004 Tenant: INTERURBAN RETAIL Issue Date: 05/20/2005 6: 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. 8: A final report documenting required special inspections and correction of any discrepancies noted in the inspections shall be submitted to the Building Official. The final inspection report shall be prepared by the approved special inspection agency and shall be submitted to the Building Official prior to and as a condition of final inspection approval. 9: New suspended ceiling grid and light fixture installations shall meet the non - building structures seismic design requirements of ASCE 7. 10: Partition walls that are tied to the ceiling and all partitions greater than 6 feet in height shall be laterally braced to the building structure. 11: Truss shop drawings shall be provided with the shipment of trusses delivered to the job site. Truss shop drawings shall bear the seal and signature of a Washington State Professional Engineer. Shop drawings shall be maintained on the site and available to the building inspector for inspection purposes. 12: Insulating materials, where exposed as installed in buildings of any type of construction, shall have a flame spread index of not more than 25 and a smoke development index of not more than 450. Where facings are installed in concealed spaces in buildings of Type III, IV, or V construction, the flame spread and smoke - developed limitations do not apply to facings, that are installed behind and in substantial contact with the unexposed surface of the ceiling, wall or floor finish. 13: All construction shall be done in conformance with the approved plans and the requirements of the International Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code. doc: Conditions D04 -412 Printed: 05 -20 -2005 City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 14: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 15: All wood to remain in placed concrete shall be treated wood. 16: 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. 17: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 18: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the Department of Public Health - Seattle and King County (206/296- 4932). 19: All electrical work shall be inspected and approved under a separate permit issued by the Washington State Department of Labor and Industries (206/248- 6630). 20: 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. 21: ** *FIRE DEPARTMENT CONDITIONS * ** 22: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 23: 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) 24: 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) 25: Fire extinguishers shall not be obstructed or obscured from view. In rooms or areas in which visual obstruction cannot be completely avoided, means shall be provided to indicate the locations of the extinguishers. (IFC 906.6) 26: 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) 27: 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) doc: Conditions ." D04 -412 Printed: 05 -20 -2005 City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 28: 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) z z w w 6 J U U cn o LLI J F-- w u _ U o = 1_ w 32: Every exit sign and directional exit sign shall have plainly legible letters not less than 6 inches (152 mm) high with z F the principal strokes of the letters not less than 0.75 inch (19.1 mm) wide. The word "EXIT" shall have letters having II-- 0 a width not less than 2 inches (51 mm) wide except the letter "I ", and the minimum spacing between letters shall not be w less than 0.375 inch (9.5 mm). Signs larger than the minimum established in section 1011.5.1 of the International Fire n Code shall have letter widths, strokes and spacing in proportion to their height. The word "EXIT" shall be in high o contrast with the background and shall be clearly discernible when the exit sign illumination means is or is not o energized. If an arrow is provided as part of the exit sign, the construction shall be such that the arrow direction w cannot be readily changed. (IFC 1011.5.1) H v 33: Exit signs shall be illuminated at all times. To ensure continued illumination for a duration of not less than 90 z minutes in case of primary power loss, the sign illumination means shall be connected to an emergency power system o - provided from storage batteries, unit equipment or on -site generator. (IFC 1006.1, 1006.2, 1006.3) i= 0 29: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 30: 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) 31: 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) 34: Means of egress, including the exit discharge, shall be illuminated at all times the building space served by the means of egress is occupied. The means of egress illumination level shall not be less than 1 foot - candle (11 lux) at the floor level. The power supply for the means of egress illumination shall normally be provided by the premise's electrical supply. In event of a power failure an emergency power system shall provide power for a duration of not less than 90 minutes and shall consist of storage batteries, unit equipment or on -site generator. (IFC 1006.1, 1006.2, 1006.3) 35: A fire alarm system is required for this project. The fire alarm system shall meet the requirements of N.F.P.A. 72 and City Ordinance #2051. 36: Maintain square foot coverage of detectors per manufacturer's specifications in all areas including: closets, elevator shafts, top of stairwells, etc. (NFPA 72- 5.5.2.1) 37: Local U.L. central station supervision is required. (City Ordinance #2051) 38: All new fire alarm systems or modifications to existing systems shall have the written approval of The Tukwila Fire Prevention Bureau. No work shall commence until a fire department permit has been obtained. (City Ordinance #2051) (IFC 104.2) 39: Fire Department lock boxes shall be provided for access to all fire alarm panels and sprinkler risers. The appropriate key(s) for access shall be placed in the lockbox. Lockbox order forms must be obtained from the Tukwila Fire Department. The lockbox should be mounted so that it is readily visible and not over 60 inches high. (City Ordinance #2051) 40: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) doc: Conditions 'VOW ;rag.%wwu D04 -412 Printed: 05 -20 -2005 " .�":ihwm.�: r .a" n `"w�.� «»« :�xrSrMrr��aYf3 y"tp«ny� . z City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 41: Your street address must be conspicuously posted on the building and shall be plainly visible and legible from the street. Numbers shall contrast with their background. (IFC 505.1) 42: In order to provide you with the fastest police and fire protection under emergency conditions, please post your suite, room or apartment number in a conspicuous place near the main entry door. (IFC 505.1) 43: For all commercial, multifamily and single family subdivisions, hydrants shall be placed so that a hydrant is within 150 feet of a building and so that no point of a building (around its perimeter) is greater than 300 feet from a hydrant. Distance from a hydrant to a building is measured along the path of vehicular travel. (City Ordinance #2052) 44: Fire hydrants shall conform to American Water Works Association specifications C- 502 -54; it shall be compression type, equipped with two 2 -1/2" N.S.T. hose ports and one 5" Storz pumper discharge port, and shall have a 1 -1/4" Pentagon open -lift operating nut. (City Ordinance #2052) 45: Every building shall be accessible to Fire Department apparatus by way of access roadways with all- weather driving surface of not less than 20' wide and 13'6" vertical clearance. Access roads in excess of 150' shall be provided width an approved turn - around area. Access shall be within 150' of all portions of the buildings. (City Ordinance #2047) 46: Utility and detention vaults, located in fire apparatus access roads, shall be designed to withstand an outrigger load of 45,000 lbs. 47: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 48: Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 49: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. 50: ** *PUBLIC WORKS DEPARTMENT CONDITIONS * ** 51: The applicant AND HIS UTILITY CONTRACTOR must notify the City Utility Inspector at (206)433 -0179 AT LEAST 48 HOURS IN ADVANCE TO SCHEDULE A PRE - CONSTRUCTION MEETING. ALL INSPECTION REQUESTS FOR UTILITY WORK MUST BE MADE MINIMUM 24 HOURS IN ADVANCE. 52: Contractor shall notify Public Works Utility Inspector Mr. Greg Villanueva at (206)433 -0179 of commencement and completion of work at least 24 hours in advance. 53: Work affecting traffic flows shall be closely coordinated with the City Utilities Inspector. Traffic Control Plans shall be submitted to the Inspector for prior approval. 54: The City of Tukwila has an undergrounding ordinance requiring the power, telecommunications, and cable service lines be underground from the point of connection on the pole to the house. 55: Any material spilled onto any street shall be cleaned up immediately. 56: Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation off -site or into existing drainage facilities. doc: Conditions D04 -412 Printed: 05 -20 -2005 y,: xew�: r..,:;.+:. b 1«WoseLStWUwu.iuiluW.Yn"sw v wa kn+ 4 ,;4.44 1, 416 04 , 44W . . 1. a ri s kfras+yn44 r4* uwiP4 u.. vi<.. KWeti+a u 3 doc: Conditions City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 57: 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. 58: 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. 59: 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. 60: The existing sanitary sewer mh to which the new 6" sewer line will connect shall be core drilled, core & seal boot shall be provided and manhole structure shall be rechanneled. 61: ALL THREE (3) WATER METERS SHALL HAVE AN INDIVIDUAL REDUCED PRESSURE PRINCIPLE ASSEMBLY INSTALLED IN A HOT BOX /ROCK OR AN EQUAL FREEZE PROTECTION ENCLOSURE ANCHORED INTO A MINIMUM 4" THICK CONCRETE PAD. 62: AN EASEMENT FOR INSTALLATION OF A SANITARY SEWER LINE IS REQUIRED FROM THE PROPERTY OWNER TO THE NORTH. SINCE COPY OF THIS EASEMENT WAS NOT SUBMITTED TO PUBLIC WORKS AS PART OF THIS PERMIT THE APPLICANT HEREBY ACKNOWLEDGES THAT HE IS PROCEEDING WITH CONSTRUCTION AT HIS OWN RISK ON SPECULATIVE BASIS, AND SHALL DEFEND, INDEMNIFY, AND HOLD HARMLESS THE CITY OF TUKWILA, ITS OFFICERS, OFFICIALS, EMPLOYEES, AGENTS AND ASSIGNS HARMLESS FROM ANY AND ALL CLAIMS, INJURIES, DAMAGES, LOSSESW, OR SUITS, WHETHER BROUGHT BY THE APPLICANT OR THIRD PARTIES, INCLUDING ALL LEGAL COSTS AND REASONABLE ATTORNEY FEES ARISING OUT OF FAILURE TO OBTAIN THE SUBJECT EASEMENT AND PERMISSIN TO CONNECT AT THE PROPOSED LOCATION ON THE ADJACENT PROPERTY. * *continued on next page ** D04 -412 Printed: 05 -20 -2005 doc: Conditions City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 I hereby certify that I have read these conditions and will comply with them as outlined. All provisions governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any regulating construction or the performance of work. Signature: Print Name: Mark 1 k k \\VVi V`, D04 -412 of law and ordinances other work or local laws Date: J /o' c/c Printed: 05 -20 -2005 z I • w 6 C coo J H wO � = W Z i ... I-0 Z I— w � U 0 N 0 I— .. z w = O ~ z Cityo ukwila Department of Public Works 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 433 -0179 Fax: 206 - 431 -3665 Web site: ci.tukwila.wa.us Parcel No.: 0003000110 Address: 13038 INTERURBAN AV S TUKW Suite No: WATER METER INFORMATION Steven M. Mullet, Mayor James F. Morrow, P.E., Director Permit Number: D04 -412 Issue Date: 05/20/2005 Permit Expires On: 02/13/2006 DESCRIPTION OF WORK: CONSTRUCTION OF A 5766 SF RETAIL BUILDING THAT WILL CONTAIN 4 TENANTS; STARBUCKS WITH DRIVE -THRU. TENANTS TO COMPLETE INTERIOR. PUBLIC WORKS ACTIVITIES INCLUDE SANITARY SEWER WITH 600 GAL GREASE INTERCEPTOR, STORM DRAINAGE, LANDSCAPE IRRIGATION, TWO PERM WATER METERS (1" & 1.5 ") , 1" WATER ONLY IRRIGATION WATER METER; ALL THREE WM WITH INDIVIDUAL REDUCED PRESSURE PRINCIPLE ASSEMBLIES (RPPAs) IN FREEZE PROTECTION ENCLOSURES ANCHORED INTO A MINIMUM 4" THICK CONCRETE PAD. METER #1 METER #2 METER #3 Water Meter Size: 1.5 1 1 Quantity: 1 1 1 Water Meter Type: PERM PERM WTRO Work Order Number: 5106c05 5105c05 5105d05 Connection Charge: Y $225.00 $100.00 $100.00 Installation: Y $2,125.00 $950.00 $950.00 Additional Install Deposit: $0.00 $0.00 $0.00 Plan Check Fee: Y $10.00 $10.00 $10.00 Inspection Fee: Y $15.00 $15.00 $15.00 Turn On Fee: Y $25.00 $25.00 $25.00 Subtotal: $2,400.00 $1,100.00 $1,100.00 Cascade Water Alliance (RCFC): Y $10,440.00 $0.00 $0.00 TOTAL WATER FEES: $15,040.00 doc: PWWATER D04 -412 Printed: 08 -22 -2005 z ;_ z w re JU O 0 CO CI CO LU J F- • LL W O �Q N d . = • w z �. w w • 0 O • N • F- • W i` rz u- O . z U= O z r w �•i .n aa+:a& "47•`:' SITE LOCATION King Co Assessor's Tax No.: 0 00300 Site Address: 1303 8 l rrie/'t)rkl ✓I Ave, Suite Number: Floor: Tenant Name: I n 4 er ur ban ` R ei t 1 I (?'oec name) New Tenant: [7 Yes ❑ .. No Property Owners Name: I Vrk✓ of 6Af'1 f e4-o t I Ce/lTer. L- t7 J Mailing Address: 1 t 33 11Lt r " S 5W 5 j G 101 1yhn I,Jopo( City CONTACT PERSON Name: She)es Cof - I - Mailing ddress: / � 1 b " S r'Y Sus +e)O7 L, n/Iv✓oo g 33 � r d City E -Mail Address: Co rye5iretn't,of WG. Cow) Fax Number: GENERAL CONTRACTOR INFORMATION - (Mechanical Contractor information on back page) Company Name: Mailing Address; 117 1b'r Sw' 503o107 Lyn✓iwoc t Contact Person: Mark Pittman E -Mail Address: 1'Y1arkhe y edhawk ✓SG • Corn Contractor Registration Number: Expiration Date: * *An original or notarized copy of current Washington State Contractor License must be presented at the time of permit issuance ** ARCHITECT OF RECORD — All plans must be wet stamped by Architect of Record Company Name: CT9ntnel( Des jn `{ Mailing Address: Z &Oo y rt' 0e, 1/✓eS�,. �v )�"e Q ��/ ✓� OJiti)akt �Z/rtce' WA '1&cs 3 � I � (� I' City State Zip Contact Person: v aer Z QP G e0/`ie/ J-Ic n Day Telephone: t{ 75 6,7 (, ?D6 VII' Q>r Jt Jig E -Mail ddress: (J ENGINEER OF RECORD — All plans must be wet stamped by Engineer of Record R) ve,ll■ne, Carovp aS Cegi4ra t Wo y Contact Person: Oen QuT k095k rr LL E -Mail Address: _1'J r VtKovv5kt C il' oboe.kie G1vot f Company Name: Mailing Address: \applicationstpermit application (7.2004) CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 W TUKWILA W Building Permit No. f'--" P (2. Mechanical Permit No. Public Works Permit No. Project No. (For office use only) Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the snail or by fax. * *Please Print ** Red hQw k Pace 1 Day Telephone: Fax Number: WA State ggo37 Zip 1t,P$. 737. 9863 W 0037 4as14,•) S3 5 tp wA g8(237 State Zip City Day Telephone: 36O /-1 3(4 1003 Fax Number: Lia 1 0- ,i S53 jeo�0e ' Can✓ eiildaSiq✓1. cowl Fax Number: Lia( 77L1 9-)9 400 W -Lind, WA q0-33 City State Zip Day Telephone: 4 ') 21 6 405 4 5 a1 z Z W 6 00 W J 1— W W = W Z I— 0 Z U to o I WW H r- u. .. W = O ~ z BUILDING PERMIT INFORMATION — 206 -431 -3670 Valuation of Project (contractor's bid price): $ 6 5o, 000 Scope of Work (please provide detailed information): C.0 5+e ,)c, 0P a 5.500 luiloif✓1G 4h -J wit/ ('�v14a' evlulnks S4arba�ks w,/ ari've - hrov5k �J Will there be new rack storage? ❑ .. Yes ❑ ...No If "yes ", see Handout No. for requirements. Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single- family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area for 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: 55 Compact: Handicap: 3 Will there be a change in use? X Yes ❑ .. No If "yes ", explain: 400_aJ ,.5 FIRE PROTECTION /HAZ DOUS MATERIALS: ❑...Sprinklers Automatic Fire Alarm 0...None ❑...Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑...Yes eNo If "yes", attach list of materials and storage locations on a separate 8 -1/2 x 11 paper indicating quantities and Material Safety Data Sheets. tappttcations\perniit application (7.2004) Pace 2 Existing Building Valt5tjs z 1z '�- w aa ? J U 00 co O J F- N W W O 2 u_ to 3 = W z= I— O z E- uj U� O N W W H� u- .. W U= O ~ z ... 4.: -1.,.1 ..,. .t.:r.1...+:U%:,V. � •.. k:+ aL. i,.'.Nnru..:o:�t "-' yir u3.rJi1Y!.'fa5:::r '::i*S tdi`SW::.7- 1;41+:n�.r uuy M. i. w1X., i::: al. :ai.444111s.VifS,c+,R44pi«'i.r i,j4ir • rvrra . • Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC 1St Floor S:7 �,O v 13 , l" l IB 2' Floor 3' Floor Floors thru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck BUILDING PERMIT INFORMATION — 206 -431 -3670 Valuation of Project (contractor's bid price): $ 6 5o, 000 Scope of Work (please provide detailed information): C.0 5+e ,)c, 0P a 5.500 luiloif✓1G 4h -J wit/ ('�v14a' evlulnks S4arba�ks w,/ ari've - hrov5k �J Will there be new rack storage? ❑ .. Yes ❑ ...No If "yes ", see Handout No. for requirements. Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single- family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area for 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: 55 Compact: Handicap: 3 Will there be a change in use? X Yes ❑ .. No If "yes ", explain: 400_aJ ,.5 FIRE PROTECTION /HAZ DOUS MATERIALS: ❑...Sprinklers Automatic Fire Alarm 0...None ❑...Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑...Yes eNo If "yes", attach list of materials and storage locations on a separate 8 -1/2 x 11 paper indicating quantities and Material Safety Data Sheets. tappttcations\perniit application (7.2004) Pace 2 Existing Building Valt5tjs z 1z '�- w aa ? J U 00 co O J F- N W W O 2 u_ to 3 = W z= I— O z E- uj U� O N W W H� u- .. W U= O ~ z ... 4.: -1.,.1 ..,. .t.:r.1...+:U%:,V. � •.. k:+ aL. i,.'.Nnru..:o:�t "-' yir u3.rJi1Y!.'fa5:::r '::i*S tdi`SW::.7- 1;41+:n�.r uuy M. i. w1X., i::: al. :ai.444111s.VifS,c+,R44pi«'i.r i,j4ir • rvrra . • p PUBLIC WORKS PERMIT INFORMATION - 206 -433 -0179 1,W L►NE 9°51 a Scope of Work (please provide detailed information): bn, ■n S o R iA'otal Cut 100 f& in C.0 y./ i)-(1 n e ,n/ s i }' P, S *r'n� S/ • ,9ofi i-ar/ -/ Gor>n(' 2 vv ��k pfo U The. ✓19rt/ I Call before you Dig: 1- 800 -424 -5555 Please refer to Public Works Bulletin #1 for fees and estimate sheet. Wa4er District ...Tukwila ❑ ...Water District #125 ❑ 'Water Availability Provided er Distric ..Tukwila ❑ ... ValVue ❑... Renton ❑ ...Seattle ❑...Sewer Use Certificate ❑...Sewer Availability Provided 0... Approved Septic Plans Provided 0...Septic System- For onsite septic system, provide 2 copies of a current septic design approval by King County Health Department. a (mitted with Application (mark boxes which apply): ...Civil Plans (Maximum Paper Size -22" x 34 ") ❑...Technical Information Report (Storm Drainage) ❑ ...Bond 0... Insurance ❑ ...Easement(s) Proposed Activities (mark boxes that apply): ❑ ... Right - - way Use - Nonprofit for less than 72 hours ❑... Right -of- -way Use - Profit for less than 72 hours ❑ Right -of -way Use - No Disturbance 0... Right -of -way Use— Potential Disturbance [ ...Construction/Excavation /Fill - Right -of - -way ✓ Non Right -of -way cubic yards ...Total Fill 1600 cubic yards ❑...Sanitary Side Sewer ❑...Cap or Remove Utilities ❑ ... Frontage Improvements ❑ ...Traffic Control ❑ ...Backflow Prevention - Fire Protection Irrigation If Domestic Water �ermanent Water Meter Size... ❑ ...Temporary Water Meter Size .. ❑ . ater Only Meter Size ...Sewer Main Extension Public ❑ ...Water Main Extension Public ‘applications\pennit application (7 -2004) „ „ If ❑ • ..Abandon Septic Tank , urb Cut ..Pavement Cut ..Looped Fire Line " - no -Vire- Qro4ecato „ ❑... Highlinc ❑...Renton ❑... Geotechnical Report ❑ ...Traffic Impact Analysis 0... Maintenance Agreement(s) ❑ ...Hold Harmless ❑... Work in Flood Zone 0... Storm Drainage +/ ...Grease Interceptor ❑ ...Channelization ❑ ...Trench Excavation ❑ ...Utility Undergrounding two kyr eieps onto 1 /a, oAels- 3 f � WO# WO# WO# ❑ .Deduct Water Meter Size Private_L -f cord& ' +o no Private FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) ❑ ...Water ❑ ...Sewer ❑ ...Sewage Treatment Monthly Service Billing to: �1 / Name: )14 i n 4-�a i 1 ) LP " brawlor le.)o» De en) Day Telephone: Mailing Address; i 1 6 `I -141 i ST 5V i ( I I 0 7 L -V)vl vt)'DOd City Water Meter Mind/Billing; [l Name; Ih Re1-6,;i, LP (ar�vvlor Devefofr> % Mailing Address. I I b4 " .-r )Q Day Telephone: 1,- l ' • City WA Statc State • 0 c 0 - 0 Zip qicos7 Zip Pace 3 z '~ W QQ � iO U 0 (n LLI J F- W O lL Q I • d W z = ZO W uj U 0 a ,- W W H 0 u. O w U y p. O H z Unit Type: Qty Unit Type: Qty Unit Type: Qty Boiler /Compressor: Qty Furnace <100K BTU Air Handling Unit >10,000 CFM Fire Damper 0 -3 HP /100,000 BTU Furnace >100K BTU Evaporator Cooler Diffuser 3 -15 HP /500,000 BTU Floor Furnace Ventilation Fan Thermostat 15 -30 HP /1,000,000 BTU Suspended/Wall /Floor Mounted Heater Ventilation System Wood/Gas Stove 30 -50 HP/1,750,000 BTU Appliance Vent Hood Water Heater 50+ HP /1,750,000 BTU Heat/Refrig/Cooling System Incinerator - Domestic Emergency Generator Air Handling Unit <10,000 CFM Incinerator — Comm/Ind Other Mechanical Equipment MECHANICAL PERMIT INFORMATION — 206 -431 -3670 MECHANICAL CONTRACTOR INFORMATION Company Name: D16bIZ ENOIv� r f V Mailing Address: ?' Cetn'f ra I way S v 1-e, 4 00 Contact Person: Fob Dil, \Aei E -Mail Address: ►ro66 ,:66Ie eoal ✓ le • coM Contractor Registration Number: Expiration Date: * *An original or notarized copy of current Washington State Contractor License must be presented at the time of permit issuance ** Valuation of Project (contractor's bid price): $ Scope of Work (please provide detailed information): se• Residential: New ❑ Replacement ❑ Commercial: New ❑ Replacement ❑ Fuel Type: Electric ❑ Gas ❑ Other: Indicate type of mechanical work being installed and the quantity below: I PERMIT APPLICATION NOTES — Applicable to all permits in this application Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review— Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR -AUT R ED AGENT: Signature: ((,,,, Print Name: COr 1.1Ofes+ Mailing Address: 11 S r SIN 4 Date Application Expires: Date Application Accepted: //' 1 ° V \applicationskpcmtit application (7.2004) Paue 4 K .-klarld wA 9 City State Zip Day Telephone: 1-i5 . if g 3 9 00 Fax Number: Lfa ' 441. ,q( Day Telephone: 9 3-') 7 g 7 G g 6 3 t- yniiwo , City ',64+ 414:..44.446114 F:Tx{: Date: tV 01/ 1 (/ 2 01 vl/A crKo31 State Zip Staff Initials: Z Z I— '~ re W L 00 J F W WQ u d = W = ? I O W ~ U� ON a '- WW tL O .• Z W c) 0 Z ity of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 RECEIPT ie 2 Parcel No.: 0003000110 Permit Number: D04 -412 _I o Address: 13038 INTERURBAN AV S TUKW Status: ISSUED co 0 Suite No: Applied Date: 11/16/2004 w = Applicant: INTERURBAN RETAIL Issue Date: 05/20/2005 N LL W O J Receipt No.: R05 -01671 Payment Amount: 58.00 u- U) a Initials: JEM Payment Date: 11/17/2005 09:17 AM H = User ID: 1165 Balance: $0.00 ` Z 1 ZO la ui U O N O I- u3 W H U I= Payee: TRANSACTION LIST: Type Method Description Amount u. O .. Z Payment Check 3276 58.00 U to H I O H Z ACCOUNT ITEM LIST: Description doc: Receipt MARK A. HILLMAN PLAN CHECK - NONRES Account Code Current Pmts 000/345.830 58.00 Total: 58.00 9428 111.18 c171C TOTAL.. .58" 00 Printed: 11 -17 -2005 doc: Receipt City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Z RECEIPT ; ,_ W re 2 Parcel No.: 0003000110 Permit Number: D04 -412 v O Address: 13038 INTERURBAN AV S TUKW Status: ISSUED rn 0 Suite No: Applied Date: 11/16/2004 w = Applicant: INTERURBAN RETAIL Issue Date: 05/20/2005 -3 1-- W gas Receipt No.: R05 -01433 Payment Amount: 58.00 LL c d Initials: LAW Payment Date: 09/27/2005 09:51 AM H W User ID: 1630 Balance: $0.00 ' ? H zI Payee: GRAMORE DEVELOPMENT TRANSACTION LIST: Type Method Description Amount Payment Cash ACCOUNT ITEM LIST: Description PLAN CHECK - NONRES 58.00 Account Code Current Pmts 000/345.830 58.00 Total: 58.00 7613 09/27 9716 TOTAL 58.00 Printed: 09 -27 -2005 w w U � .0 — .0 F-- W W F=- 0 F LI 0 • .. Z W = . 0~ Z Parcel No.: Address: Suite No: Applicant: Receipt No.: Initials: User ID: Payee: ACCOUNT ITEM LIST: Description doc: Receipt Payment City of Tukwila TRANSACTION LIST: Type Method 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 0003000110 13038 INTERURBAN AV S TUKW INTERURBAN RETAIL R05 -01376 JEM 1165 INTERURBAN RETAIL CENTER, LP Check 2055 CASCADE WATER ALLIANCE PW ADDL PERMIT /INSP FEE Description RECEIPT Account Code 401/386.550 000/342.400 Permit Number: Status: Applied Date: Issue Date: Payment Amount: Payment Date: Balance: Amount 12,351.88 Current Pmts 11,780.00 571.88 Total: 12,351.88 D04 -412 ISSUED 11/16/2004 05/20/2005 12,351.88 09/15/2005 11:25 AM $0.00 7231 09/15 9716 TOTAL 12351.88 Printed: 09 -15 -2005 Z Z 00 CO W 1- N w w LL. Q = d Z = O Z I— 2 ay 0 v_3 W W U u. O .. Z W O F- z Parcel No.: Address: Suite No: Applicant: Receipt No.: Initials: User ID: Payee: ACCOUNT ITEM LIST: Description doc: Receipt City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 0003000110 13038 INTERURBAN AV S TUKW INTERURBAN RETAIL R05 -00709 SKS 1165 TRANSACTION LIST: Type Method INTERURBAN RETAIN CENTER, LP Payment Check 2033 BUILDING - NONRES CASCADE WATER ALLIANCE PLAN CHECK - WATER METER PW LAND ALT PERMIT FEE PW LAND ALT PLAN REVIEW PW PERMIT /INSPECTION FEE PW PLAN REVIEW STATE BUILDING SURCHARGE TRAFFIC MITIGATION FEES WATER CONNECTION WATER INSPECTION FEE WATER INSTALLATION (DEP) WATER TURN -ON FEE Description RECEIPT 000/322.100 401/386.550 000/345.830 000/342.400 000/345.830 000/342.400 000/345.830 000/386.904 104.367.120 401/379.002 401/342.400 401/386.520 401/343.405 Permit Number: Status: Applied Date: Issue Date: Payment Amount: Payment Date: Balance: Amount 21,758.80 Account Code Current Pmts 2,657.80 10,440.00 30.00 209.00 49.25 2,287.50 70.75 4.50 1,440.00 425.00 45.00 4,025.00 75.00 Total: 21,758.80 D04 -412 APPROVED 11/16/2004 21,758.80 05/17/2005 02:05 PM $0.00 3230 05/17 9716 TOTAL 21758.80 Printed: 05 -17 -2005 z H z cc Li' 00 co 0 w� W g a CO = W I— ' H-O Z I- W ui 2 o ` 0 O — O I- 1 1J H � u' O . .. Z W 0 z Parcel No.: Address: Suite No: Applicant: Receipt No.: Initials: User ID: Payee: Payment R04 -01540 SKS 1165 TRANSACTION LIST: Type Method ACCOUNT ITEM LIST: Description doc: Receipt City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 0003000110 13038 INTERURBAN AV S TUKW INTERURBAN RETAIL Check 2014 PW BASE APPLICATION FEE PW PLAN REVIEW INTERURBAN RETAIL CENTER, LP Description RECEIPT Account Code 000/322.100 000/345.830 Permit Number: Status: Applied Date: Issue Date: Payment Amount: 2,466.75 Payment Date: 11/16/2004 02:13 PM Balance: $5,279.80 Amount 2,466.75 Current Pmts 250.00 2,216.75 Total: 2,466.75 D04 -412 PENDING 11/16/2004 Printed: 11 -16 -2004 1 «Y W . UO co O: W w. J W 5 te a a T W _ z � 1- O z n U O N O I-- W • W — O .. Z W N H � O Z Parcel No.: Address: Suite No: Applicant: Receipt No.: Initials: User ID: Payee: TRANSACTION LIST: Type Method ACCOUNT ITEM LIST: Description doc: Receipt Payment City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 0003000110 13038 INTERURBAN AV S TUKW INTERURBAN RETAIL R04 -01539 SKS 1165 INTERURBAN RETAIL CENTER, LP Check 2013 BUILDING - NONRES PLAN CHECK - NONRES Description 000/322.100 000/345.830 RECEIPT Account Code Permit Number: Status: Applied Date: Issue Date: Payment Amount: Payment Date: Balance: Amount 2,375.13 Current Pmts 392.46 1,982.67 Total: 2,375.13 jt{th.t. , 1.,.. D04 -412 PENDING 11/16/2004 2,375.13 11/16/2004 02:11 PM $7,746.55 Printed: 11 -16 -2004 Project: /` (1k fir.! f ?4 / Type of Inspection: F ::::: ( 3- 1 Ad ress: Date Called: Special Instructions: cc, - -- y- Lleioc Date Wanted' ►r /�y�. .. --(6 -6 P.m Requester: /44 3_1- Phone No: :' proved per applicable codes. 0 Corrections required prior to approval. COMMENTS: Z - 0 i -- I. +r;•, INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 I n'sjiector , "61- I $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. (Receipt No.: INSPECTION RECORD Retain a copy with permit PERMI (206)431 -367 Date: 11 • COMMENTS: Type of Inspection: CF S c //2- VOL' 125,a onl&t Ti ///2/04 04D Lff 4. P/Ac6u€,J? / M61'4 CI TO 6771A / /- /N , r j hie t, MIT t,J/ L I-A y .th rn J, I /vet (_ /7r »r 74 - r % M4I ,L. ba-c./4 1 M)# S 1 9 I / ocii .�,Fl a.m. p.m. Requester: L A / y 9ilic l ye#4, Project: AktitA ti) Type of Inspection: CF S c Address: 3/ Date Called: / 3/ Special Instructions: Date Wanted: 1 r 1 r a.m. p.m. Requester: L A / y 9ilic l ye#4, Phone No: INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. Inspector: I Date: 0 $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: Date: { z = • W ' fY 2 J 00 N J H U) L. W II O • D- o 1- W W - r a O W z U U • ~ z COMMENTS: , 1� In t31 wall Att /5 A • • 7t' 42Q u (Q.J / 2 LUft -Cu.0i u4 a I .C. (. V J (k (fact Address: /I ( f '! ' 1 k`4 - 1Ai,( / -0 J , tAal,t,S (c ( A iik.4( 0./ F,4_, .P,.4 V Au (,d.- c.rL -..? l) (4)) cu'(,t 4, , Date Called: S 1 1 �1 b Special Instructions: z ivo Gz - Projgcti� �� ll0 \ �, Type of Inspectior�� n 1 a Address: /I ( I1 ti‘_ Date Called: S 1 1 �1 b Special Instructions: z ivo Gz - f C/ tArse Date Wantgd: 11 2,_ -j /0 j(j a.m. p.m. Keg t. iii, ester: - .1 A(A +(' / - Phone No: 4 S 7 2 i ti 703 a Approved per applicable codes. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Corrections required prior to approval. Inspector: Date: // ❑ $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedute reinspection. Receipt No.: Date: Z =Z W 6 J rJ 00 rn r 0 W= W O 2 g N � S� W Z = ZO W U� N aH WW U. O Iii Z U= 0 1 - - Z COMMENTS: p [) , e - i . 1 Type of Ins fiction: I i NJ 4-- Address: Date Called: _ Special Ins ructions: L i c k_ I,. 4 0 - A p pRave'O Requ ter: 1 09 1 n10e/ Phone No: ' Vee21pyiroo ( At4 T l C'ri'L A v i"- b R. i Ac7 S (,2- /7 -o Project: Vt•I �eV 1.4./ l frM , e - i . 1 Type of Ins fiction: I i NJ 4-- Address: Date Called: _ Special Ins ructions: Date Wanted: / car. 1‘— ! It — P.m. Requ ter: 1 09 1 n10e/ Phone No: .K., :4944111 0 Y :i 040".:.0 %.14.b 34.. } ,G:J} • INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (2 06)43 1 -3670 ❑ Approved per applicable codes. Corrections required prior to approval. f: $5.00 REINSPECTIO INSPECTION RECORD Retain a copy with permit PERMIT Date: ✓ 0—/7 A FEE REQUIRiD. Prior to inspection, fee must be pa } at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. R &cerpt No.: !Date: z W J U 0 0 0 . U) LLI W _ U) LL W u_ Q w 0 = F ._W I-- z i W W 0 O N 0 F- WW H r - LL Z fill N U -- O z COMMENTS: ' j (J A. /o S 7 -t ,,,C 4 i' - - , Address: ( ILA 14 5• Date Called: I I �•t ) Special Instructions: [ < I � I I 1( 1 + If . is 1( t+ 1� (f I 1 j/(0k5 - .4t. 3 6 tn.t `‘: Prpject: N C L ���,l4rJ T ype of Inspection: i4j I Address: ( ILA 14 5• Date Called: I I �•t ) Special Instructions: Date Wanted: I 4")/7 a.m. p.m. Requester: 0 d,- S ,1 �1 s Phone No: ,. 25�) L ') 6o5I 55 5.0 Gum ,„ es of/6 pc c)u INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. PERMIT NO. (206)431 -3670 U Corrections required prior to approval. Inspector: Date: / 1 / 1 /6/ 10 5 ..— r $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: City of Tukwila Fire Department Address no 3g _, „ )c, Av .S Retain current inspection schedule TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM Project Name i k-I s (< J - k- Authorized Signature Needs shift inspection Approved without correction notice Approved with correction notice issued Sprinklers: N Fire Alarm: 4 FA Hood & Duct: Ai Halon: N Monitor: Pre -Fire: Permits: NA- Occupancy Type: /"1 fig -_) -/ // Final Approval Frm Rev. 5/2/03 Permit No. Date Suite # T.F.D. Form F.P. 85 Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206 -575 -4404 • Fax: 206 -575 -4439 Pr 'ec & tr (0(32W a 4 Pe of InspectioP • '•"'( A ess: Date Called: Special Instructions: p t uctions. i , { • Date Wanted: 1 f a.m. Requester: ,� Pho qa No: _ 1 of � '5 Lq_'Leo:5(Q --CS INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 INSPECTION RECORD Retain a copy with permit Approved per applicable codes. PERMIT 21 6)31 -3670 w Corrections required prior to approval. COMMENTS: 1 l r1)AA- 2 c Date: �- I c- L.,•...)ct..� ��l / �r> 7 Et i $. 8.00 REINSPECTION _FEE EQUIRED. Prior t inspection, fee must be s aid at 6300 Southcenter Blvd., Suite 100. Cal to sechedule reinspection. Reklipt No.: Date: s. COMMENTS: " *kt1 PL 7 51 Yq)f, rr� — ,i4, tQ 1ii4,0c)11 t/1idA or GL,tt ,4 5iu�A oc V0(/, Ji 4afk .' 9.a,,, 00( G1 n ,.. y \"i4 il 1 t R t (A05,-1 ( c)c- .Aki f LA ,1" 4+0- LL 1 - C-CkrX ,, Y 7( %-,I� c 7th 1 Special Instructions: Date Wanted: a.m. p.m. Requester: Phone No: 11 Project: �� � � t., 1 Typ,G�lns� Inspection: 'J ON. Address: Date Called: Special Instructions: Date Wanted: a.m. p.m. Requester: Phone No: jJ INSPECTION NO. LI Approved per applicable codes. INSPECTION RECORD Retain a copy with permit 0 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Corrections required prior to approval. f Inspector:'' S 4 00 REINSPECT Date: 0 17 El ION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Z Z re W 6 U U CO CO ta J = O � w g Q • d H = Z I— I— O W H • W U o O N O I— Ww Hp u' O . rz O Z COMMENTS: Type of Inspection: PW Fi n a l Address: 13o3e n4erttrbar, Ave • R o l t 10-51 iO `1.6...1/'. R. (4!' M- r_.p..,'l -RI N I v Nom. p ( 1s (-90 a Nut NA ilia 4 cc kcvi ‘1) -il DAJ\ cr.i SD tkm.r - lifil oc, II!1i� ...,_ ( „' aS . . ! � .In r -v t • ii I ,.e4 a ' 1?u f 1.at) Wi- ..._: no t11/1 i 2- e/A t 1x.vi^ irAti ., A. Pro '' �n eru rban R€ +wI Center Type of Inspection: PW Fi n a l Address: 13o3e n4erttrbar, Ave Date Called: ' ! ;— �D-- Special Instructions: Date Wanted: ' L a.m.` 1E14_05 p.m. Requester: go` erts Phone No:253_546_ 6056 GYP P INSPECTION RECORD 4 "q a copy`with'per►nit- INSPECTION N0. ` ) 3 PERMIT NO. CITY OETy1 ;K U1 B,4�,I4D I,tNgigIVIM N 1 — ; 6�3 00So u ghcer�t �Yd _ 0 0,Turtwila 1(U 8 18t`3 (206)431 -3670 Do 1,2- Approved per applicable codes. El Corrections required prior to approval. Inspector: 6AI Date: 1 1� j��� "$58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: Date: • 1 Z it- W 0 0 0 J = W 0 2 LLQ I I— W z = o Z • W C) O - O H W I — u"o w o'' z Pr6ject: f (AA -7— I,�t T of Ins a 'on: Gt 24 Address: g 1 Vt .11 ,,, Date Called: AA) d: 's • (Z $ 6 Special Instructions: Date Wanted: q a. 1 p l /�� P.m. Requester: / 1 P e No: h 010 - 57 1- 31 1} 9 INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. COMMENTS: 4 ins pec $58 pai Dat 00 REINSPECTION F REQUIRED. Prior to inspection, fee must be at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. R - ceip No.: Date: MICRO COM SYSTEMS LTD. ATTENTION n The next image may be a duplicate of the previous image. E. Please disregard previous image. n Please disregard previous 2 images. F Please disregard previous 3 images. C Other: Z Z ce 6 0 UU • tu - H W o g J. lL Q = W Z H. • H o Z I- ui O N 0 I- W W H rz o 11 Z U= o z ■ • • f • - • VI • • cb QrA 1 . €t6"4? • 4 ' ■ • •• t • asamoo Pr I ject: �' t i eL. (A./1 ^/ - 1 �'�u�P Type of Ins a on: 14 4. 2 -i` Address: { 3b3 g 1 r,, - .7 Date Called: ,s • '7( .'$ OS Special Instructions: Date Wanted: q ` ' '� ! /(>- P.m. Requester: I Ph we No: oP — 57/-3049 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (Approved per applicable codes. COMMENTS: Inspec ; r: INSPECTION RECORD Retain a copy with permit cJ Date. R ceipt No.: Date: (206)431 -3670 Corrections required prior to approval. $58 00 REINSPECTION F REQUIRED. Prior to inspection, fee must be pal /at 6300 Southcenter Blvd., Suite 100. Call to sechedute reinspection. Pr ject: (,� 1 % 7 .(AA t 1 4 ate ype of Inspection: A A rss: 1 ?03 R (,, - k� - e1 Alf, Called: . L ` . 2 / 0 –S — Special Instructio s. Date anteci / f/ Reque ter: 4010e/ofc jDvi Phon No: 53— 9gJ (pots _ (U INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION i 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 A pproved per applicable codes. 0 Corrections required prior to approval. COMMENTS: Inspect 0- .E, ' CA A iru Dated 7— oZ r — j 58.00 REINSPECTION E REQUIRED.frior to inspection, fee must be id at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. R'eipt No.: Date: Project: eeriA rJzdi ,edc l Type of Inspecti. n: off) Address: 0, yvizn QS Date Called: 0/a7/5 Special Instructions: - Qiy 7* /w+ `).e l H „ 1'h a me..-ers Sel" Date Wanted / �� / l 05 a.m. 2 . Requester: r1 -g Phon No: (; 3)55 - 6 'DoV�/ INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Li Approved per applicable codes. Corrections required prior to approval. COMMENTS: 1.) 9 /2 , 14"i Ofr- 1) (*W / tirCti h t /.5•11.1 - 5 . • Inspector: (' / I Date:gA : 5 LI $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: Date: COMMENTS: 0 ) A // nji / /ei `r© -7--% P.5-- r(Hie c/ 5-22-6S r) 61) 6p i ,4 / /-4. S /,-e f /'1 c i /' : o - fr rvvr" c: / / c e 1 s,J(9 I C.JoadCri'VS./61c /2), _ ,I, „. Special Instructions: J D --• .%= ;9/ol /rci l cr P el � / k7) / i i > -- � "`' ....5 e J _s ( 2 / ;v l &CPO ( r” — .;q9 4 9 p A. e. v I re) / /tiC /4 711 :- 7 n.) a // — 4j /i' (/1/ a "0 . ✓ y ,' Project: � ! 1 ,_.../.. /V c?"rur' 4 c/4;/ Type of Inspection: 7 / 1,4 5 7 r 1-7//6 '_ 4J Address: r . / 3 0 3 ° j//(f(/4'\J Date Called: 9 -- .Z 3- Q s"" Special Instructions: Date Wanted: 1 -2 8 - 4 S a.m. p.m. Requester: Phone No: /1 Insp • or: c b l " �� INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 N Approved per applicable codes. Corrections required prior to approval. Dat 2_8 r Oe. $58.00 REINSPECT N FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: Date: 44X; Project: .J .I . .. .� , / : ' Type of In . ect , on: d f A s• ress( �Mf il , / ---= %// 7. Date Called: 1 - S eci I tr ons: p . ' Date Wanted.m. :9--' "0 J .m' Requester: Phone No: INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 i D P • 1 -3670 Approved per applicable codes. Corrections required prior to approval. COMMENTS: b l $58.00 • EINSPECTION ' E RE • IRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: Date: :49,t x d cw ox P TgA Type of Inspectio �`�j' A dress: Date Called: g t Special Instructions: Date Wanted: x//4/05 a p.m. Requester: Q V) Phone No: $ 3 - SVc - (oSZ Approved per applicable codes. INSPECTION RECORD Retain a copy with permit INS EC + NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Dog - 4 f Z \5 4 COMMENTS: ■ Inspec ek $5 :!00 REINSPECTION F id at 6300 Southcenter eipt No.: f'1 Ci'L 41 Date9 / /t/ "2-1 REQUIRED. P r to inspection, fee must be lvd., Suite 10 Call to sechedule reinspection. Date: El Corrections required prior to approval. Pro a • Type of Inspection: Address: 6 'O eA, -(, ' i-// .' / 4 Date Called: f 7 - ( Special Instructions: /ej Date Wanted: ' a.m. Reque er: 0 Phone No: INSPECTION RECORD Retain a copy with permit b 0 � 6/7 0. "�-- PERM! 0 / CITY OF TUKWILA BUILDING DIVISION " � ® . 6300 Southcenter Blvd., #100, Tukwila, WA 98188 47Q) 4 .3670 tt�! f INSPECTIO N Approved per applicable codes. 0 Corrections required prior to approval. El $58.00 REINSPECTION F2€ REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. COMMENTS: ‚4 / - mo Date: c _o � Receipt No.: Date: ' W IY 2 00 co O W= w u Q a . = w z � � W I— III O • N O F_ w - Z w • = O ~ Z Project: the- 4 MA, 7 p of Ins ction: _. el ../../</..4,/ Address: Date Cale : �^ ICV-41 Special Irrstru�Eions: gate Wanted,.,,,: - �/„T"'� ! / a.m. a.m. C P... Requester: Phone No: /3 INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)43 1 -3670 COMMENTS: Date: Approved per applicable codes. Corrections required prior to approval. Inspector: $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedute reinspection. Receipt No.: Date: Pro' ct: i Type f Inspectioev' ` f ‘ dress: 0 . 4 4-4 )•....• Date Called: r- ' :fe 7 Special Instructions: . U , s Date V gt ,�a ry., -` C e `-675 p.m. Requester, c"? INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION ~ ►a► 6300 Southcenter Blvd., #100, :Tukwila, WA 98188 , , 06A31 -3670 Approved per applicable codes. C MMENTS: <4 Corrections required prior to approval... Inspector Date AArin �'- ---- ri $58.00 REINSPECTIO FEE REQUIRED. Prior to inspection, fee must be pa1"d at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: Date: l I t 4 1 I .°4-e- Type of Inspection: t ' — +t'Wt /41 .t Address: r ,_ /30'3g � �� Date Call Special Instructions: ate Wanted: Requester: ` Phone No: '<kr "r uXkFa? ai4: 4f: i':.J:., izdiiv. P+.: , 3' �Yr1?: it�tiit�r�T .ru..kili3.'dJli:...`v+4w'+z�:i It INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 COMMENTS: Inspect Date: 7 s Approved per applicable codes. J Corrections required prior to approval. El $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: Date: Project: , i i 1 ./ .i m / '/ /; T pe of Inspectiobs') /7 ` J' A. 4 -1 . 0 -r/t ...4 _ .. Arm rr Addre ? X13 T r�-r t ,,k .s, Date Ca led: Specia Instructions: b Date Wanted: 3/ 0 a.m. Requester: Phone No: INSPECTION NO. Approved per applicable codes. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISIO 6300 Southcenter Blvd., #100, Tukwila, WA 98188 , , .al,/9/21 O. Corrections required prior to approval. El $58.dO REINSPECTION - EE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. COMMENTS: p / 4,4 4 1 )-Ave.? 4 . 1 .o.-/ /is dv-a, Date: g-3/ ` � Receipt No.: Date: (206)431 _3670 Z Z f" • W 6 00 N W J = CO IL W 0 g a w O W Z = Zo W : p U N 0 I- WW H r - O W Z U = O ~ Z COMMENTS: y� t a'A // .. n , Address: 3 3X. � iA l t q.� ,,t Date Called• - , ` n 3 � � 5 Special Instructions: qO Date Wanted? ...� ✓ ✓ ✓ ; ..) Pe .1.77/- /.r//, 4 6r9 E "4 /7..41e --4 -a. Ph9ne No 6 ' 74. . 71-. / (. , , te // / /Ai ; /6.4 -.r7, Gov ' c e i!i, e e , >-74,1,17.,/, `?J _.. . Pr Ject: R � Type of I . spection: ra z4 , Address: 3 3X. � iA l t q.� -1. AIR, Date Called• - , ` n 3 � � 5 Special Instructions: qO Date Wanted? ...� 4.M. Request . Oki �{/at....,.p- -a. Ph9ne No 16' INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)43 1 -3670 Approved per applicable codes. Inspector: Corrections required prior to approval. Dater (3 / �� L] $58.00 REINSPECTION F'E REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: Date: sa tea' > ;Lijk *yi Pr ject h ^4^ - [ i o Ins / Ty �cti , p A r s: 3 ki ,d I Da , a Cal d: �� j I I � • ` l Sp cial Instructions: a © Y7 h i f i - c po j,f-e Date Wanted: bbb _ �n► Qi2 1 pc Requ ter: o ‘ -/A, gd)ai.i. phone No s S -67Qso INSPECTION RECORD Retain .a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PER (206)43 = 670 COMMENTS: Approved per applicable codes. 1 required prior to approval. $58.00 REINSPECTIO, FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: (Date: Z if— Z W O 0 to J H N L L W O 2 LL < w �. 2 ▪ W Z = W O • W D 1- W 1— �' .. Z W U= 0 z 4 Project: I / "4 O&I e t , ` t jQ+pe of I p n t 1, r \Vl eo` Address: / _ Date Called: 1 S ecial Instructions: c - he A -II ' Aff Date Wanted: 1 ( fi r Requester 1- "") iG LkoAc Phope No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: \'� f cl 1 Ar 4 N --- i - c - he A -II ' Aff - p PA/6( INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PE (206)431 -3670 Date' 8.00 REINSPECTIO FEE REQUIR Prior to inspection, fee must be id at 6300 Southcen er Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: 'Date: z ;~ Z re W 6 O 0 N O J H W O g Q co 2 W z= I- W U O - O l- w w w 0 1- z Project: , - r�r�� ¢ ( /fu' e-fcL.i of Inspection: to )<Lier ()r IL' Address: Date Called: Special Instructions: It i i l i I l�f.�7r'fl I)�e r" - r(C C Date Wanted: (J l /C� a.m. C p:m: Regk�er: Phone No: d El Approved per applicable codes. Receipt No.: INSPECTION RECORD Retain a copy with permit IDate: PERMIT NO. INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Corrections required prior to approval. COMMENTS: /62.4,1,0 fr oot. ( 7?) I'r I)fk4: () ft 7o �Q.1-( . A e - Inspector: Date: ri /yx U $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Project: k) (2)......a. ; 4 (!l - -t(: lkA. , Type one Li n : Qom, / � �- -�-�J � %V I �1 �T x'11 /1 ddress Date Called: f o , c .,/ 0.5.. Special Instructions: Date Wanted: f (465..., !rn` p.m. Requester: � n cizectc P ti e N, '' X531 S - (ob.cp INSPECTION NO. P' IT O. CITY OF TUKWILA BUILDING DIVISIO '�� i 6300 Southcenter Blvd., #100, Tukwila, WA 98188 0 Approved per applicable codes. INSPECTION RECORD Retain a copy with permit (206)431 -3670 Corrections required prior to approval. r A4/,/ COMMENTS: it5r:. i;.1 '.4 g.,W,A i4i:<:`?,`N?:}t:i" El $58.b0 ftEINSPECTION F REQUIRED. Prior to inspection, fee must be paid at 6300 Southcente Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: Date: z Z iY UO w c w J i m .. w 0 a w � _ 1- w z� Z� 11J uj ON o I— ww I U. 5 I z U= 0 1- z Project: i .. - Type of . s .ection: .:Lt � O.1 �. ( r.. �.[, �.JJr T k .-t©l Date Called: Q . (i D Special Instructions: . Date anted: IA / 1 ` s p.m. Requester:- I) Pone No: / n 4 P'\ ° '—) 54-— INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. i+t PER (206)43'1, -3670 El Corrections required prior to approval. COMMENTS: 3 T- k ctor: A r1 ceipt No.: Date -) - O $58.00 REINSPECTIO FEE REQV RED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Su 100. Call to sechedule reinspection. Date: Z � • Z 6 —I C.) O 0 CO • LLI • u. W I W 0 2 L Q = • 0 W Z = ZI W U O 52 o 1- W W H � O di Z O - 0 z t qrojecti 4A (,.�r'I -,6/ i ./ . T1�pe of Inspection: v Address: ate Called Specia nstructio Date Wanted: /a.m� 17 OS pm. Requeste • 7 Zi \ 549 --I 1054 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 El Approved per applicable codes. INSPECTION RECORD Retain a copy with permit PER O. (20 • )43.1 -3670 Corrections required prior to approval. COMMENTS: ( A (U ltle- CJ Aa- w Lsit,3 4 p D o cA/o'c r: .00 REINSPECTION F E REQUIRE Prior to inspection, fee must be id at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. eipt No.: Date: Date: Z 1 z re W J 00 N 0 1 _ w WO 2 gQ d � W Z = ZO W U o O P � W W r" — O W Z UN 17. Z COMMENTS: *J2 »r A) k) 4 ilyo, f)Ai IIyO12.4.CMT L p s sa , rr�.sr 4 2.4 /05 /6 6d -WA/h caw bei & / gw aij - ,T. 2, Ai () 2100 "g/6, 1'tii ' n ' dit-rl O/c i F p 2/v (-- 6 tm- tool) r 4.) I; /QG , ( (44,,, „d OK. Phone No: 0 2'JS' ad; c.. ” I /t'tO f , s t. j ddv- , 11 nod Rio/2 / 5' , / Project: h,Tf# ui -I? W Mriir I Type of Inspection: r2-1 Address: /3o3sf ,Lt/ S. Date Called: VIII6C Special Instructions: Date Wanted: a.m. 02/05— p. m . Requester: pAr / ,;./ Phone No: r 58S INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 El Approved per applicable codes. 601 -/ -4/2 Corrections required prior to approval. Inspector: Date: $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. P COMMENTS: A 6) ) iZ TO te weie_ 4 /t 4s --- /* "ic , a 7 (veo 1 C.I / iitkie() e e 2./r Date Called: 6' / - (c) c24 '714 e."'ir — ) ; -,I c) Al m i:7/ 1 / , )47.5 7 ci _3) c // / A › a)/ %-/:-1 7 . ,a,- r/97-1 iil . 5 - .#- Projes_t:_ . Type of Inspection: . / / - 1 2 ,-/M/A/ --- Address: /303 f ___ e e 2./r Date Called: 6' / - Special Instructions: Date War: .-1 — c_) a.m. P.m. Requester: n IV Phone No: i 451748 -2 t " _ .5 - INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 981 88 INSPECTION RECORD Retain a copy with permit (20 431-3670 El Approved per applicable codes. El Corrections required prior to approval. ez 6 ' Date: $F .00 REINSPECTIO FEE REQUIRED. to inspection, fee must be Said at 6300 Southcen er Blvd., Suiyf00. Call to sechedule reinspection. ceipt No.: Date: < • I Z • LU 6 _i O 0 U) WI -J 1.- —I Ili 0 g • < (.0 I a Z 0 Z • uj 2 O • D- im ut al I 0 o w o 1- z COMMENTS: I _' Type of Inspection: ,,,.. - 7/2-74 ) $r C.2,6,∎ {.+ e`i . .L,, ,, .F ♦ e4 .-0.z4 4!? t .f r`.4 4 . 1!'.d.: Date Called: 71 2 74 v SpeciafInstructions: II t 7/ �.� /'' fd "7"n.iarr;'Y. t 4W ) 4Gt' T F:A'. i•.t .t " "'f•. .. <` ° ..f ^_yi+ lA /t /"ii l 1.�.- ✓fib.. ,�' .. ry�,i,. ji" . I •i i ��s" �..- 1'u' r ,. b F Y L..�,' „0. f�v ' i Ii f :J , .I� o f ° .J' i r t . , R ..I. R , 4 ,. � . .. . -. . .. / l• , ,..0 . ., l j ( 1/. °) r � /1141 I Pro ec } I _' Type of Inspection: ,,,.. Address: ) 7 02 fi ,I'`}i!'' ? .r . Date Called: 71 2 74 v SpeciafInstructions: Date Wanted: v r 4. i,4: ::, 6 .. " a.m. p.m. Reque ?te ; •" j ,. A I y - - 'C i .' ✓ Phone No: - w: A l 1 te INSPECTION RECORD Retain a copy with permit 00 f i r ` '/J? INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)43 1 -3670 Approved per applicable codes. Corrections required prior to approval. Inspector: Date: D $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: Date: COMMENTS: Type of Inspection: tail) Address: / 2 ,o W5 1:M. /iv `'. Date Called: / 7/2/ G.) (- 005/ edkAd, lit G rim)d 1 I l'e fc' f o/ 4 ,»1.<. .+.. 1- t S ra tiA c -- ‘ ry S. Cc i c, A t 4, .- % 1 / 1 ,. ti AdY 564 l) Le, 1 - I° lar- t i (rei / Pro ect: � . r!r}/ Type of Inspection: tail) Address: / 2 ,o W5 1:M. /iv `'. Date Called: / 7/2/ G.) (- Special Instructions: Date Wanted: 1t < < a.m. p.m. Req / yf i lis. 4 I 4 Phone No: Wit INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 El Approved per applicable codes. Corrections required prior to approval. Inspector: Date: 0 $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: Date: Z r4 QQ �. J U O 0 N D CO LIJ 111 W 0 u_ Q co S I_ W Z I-- WO W 0 to 0 I-- W W I — O .• Z U N. 1= _ 0 Z COMMENTS: Type of Inspection: � / Address: /3v 3f 7 At) S. Date Called: 7/10/45° 1/ I ( Pia Jr , : f -iet Date Wanted: Co 0 f 1' rf /d 12.e-1. .� J Requ ter: lit-)A,!„.24 -1 i ` i - tAA... 7-A - Phone No: t i3 (t .! ( l.,d, -,t (t:') 4e.,..e_oi- a /.L J,/, » ) Ia - 14 -Yr. r :t7�t .�' : d ) S. t ( AEms' i Cl Proje f � � Type of Inspection: � / Address: /3v 3f 7 At) S. Date Called: 7/10/45° Special Instructions: '� Date Wanted: 74,.I �S a.m. p.m. Requ ter: s'1�... +•t k;,: �{f� Phone No: t 4 o • 1,u) El Approved per applicable codes. U if_I f)Z_ INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (2 06)43 1 -3670 Corrections required prior to approval. Inspector: 7/2,x/ -< Date: El $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: Date: 1 Z r QQ i O 0 0 co o w J ! u- w 2 g Q c I I— III ' Z Z W 0 IJ }— W UJ Z . w U = 0 Z COMMENTS: `npn 1 yJ /�� �� ,. i.A.AL04" 6.: x ,1 :, , ' . ..Au.4 Type of Inspection: {. w�I v O. p A dress: 1 : Bow j/ � 5. 1/1 c; K 4.',, i P (.3 IA! I C. -3 717 r... ,,,..1. ) , ?, ,, 4..k..,,. # . , Special Instructions: 'p i...0 i! v k \i, ..4 '''; c:k4. i.,,, t -rt-1 .0,...s,LA At Reques - }e't i 13-p I ,, ,-- s 4 L e.p -C.J1 Phone No: J L " . C t-. A` 3 . i o ...0. ail . «,,,: -.., (,�,�� i , ` {`- 4) �1 G'�ts•`.,' c. Y...�'" -f \I L' f ..P.1 ` ) . V� �.�' !�_ it r . d'.e 1"i,,, ..4f 14- ill / Ajo. kj t .i-P I Pro'' ct Tres `npn 1 yJ /�� �� ,. i.A.AL04" 6.: x ,1 :, , ' . ..Au.4 Type of Inspection: {. w�I v O. p A dress: 1 : Bow j/ � 5. Date Called: _ I7 /)Ct 0 Special Instructions: Date Wanted: / W -74 a.m. p.m. Reques - }e't i t ,r Phone No: (Inspector: INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (2 06)43 1 -3670 Altv Li b -Lk), PERMIT NO. Approved per applicable codes. Corrections required prior to approval. Date: 7 / 2,965 ...- $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: Date: z ;1— z W aa • � J U O 0 to J • LL W 0 2 • ? • a W I" ` T Z1" ZO W U � �_ O 1- W W O . z W = O 1 ' z COMMENTS: .1 Type of Inspection: i/a 4 (I 4" (4) < /t a >') . , 4 (r r.. 1 t — a.m. p.m. Requester - .,,,,. '',/. i li Y Yh / I 6w'14- f ` � di .4f24 cz..:c. -, w;; -Ma: ,C y S e L.:. r1 ` P �q �t S ^� •� • nV. � ''4.I'tu✓ .X.fl a /05 r Ii... ! tail /Q 'S 5 15- flit f f F ` - /P .,L,‘ :i r-c :t t •1 � i U 7 1 K . 4, ,l' V; 1 t1.1 1 s M L . .a �. ' .; I A4 ; ` f�'• Pro t: .1 Type of Inspection: Address: / ?02,f ,z= Gf Au 5 Date Called: � V 'r Special Instructions: Date Wanted: 7/2 4 -' S a.m. p.m. Requester - .,,,,. '',/. i li Y Yh / I 6w'14- f ` � $30 fff Phone No: 555 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. (Inspector: (1, Date: —7/2 D $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: Date: Z Z W QQ � JU 00 U) 0 co W I LL w 2 g Q I d � Z = W W U CO 0H W W H� �Z L1! H H Z COMMENTS: Type of Inspection: GYI Address: _.. 4)13 _I. ti gm S Date Called: 7//05- '�` Special Instructions: Date Wanted: 7//q/ / 11110 `if 5'7( C.,w- i .04 6 S ..Q Requester: 4._ ia \A I. 5 s ' w4iA 33:1^4itz_e - fry _Q/Q.4 oNn rif ' C , I thA 1,500 lit f .lit .,...9 , AVIMAMPIEW/ 1... 1... . I. 1 1.1 t. � A. 2• : o r I ' C t_.._. ikdA 1 / 1.J/ A ZP i ,00 Des o/ 7 Co-€. Project* f ' Q ,, � � r z4 i1 A44 AFL J . Type of Inspection: GYI Address: _.. 4)13 _I. ti gm S Date Called: 7//05- '�` Special Instructions: Date Wanted: 7//q/ / a.m. p.m. Requester: 4._ L i // Phone No: INSPECTION NO. INSPECTION RECORD Retain a copy with permit eis)() ERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. El Corrections required prior to approval. Inspector: OJA Date: 7/0)5- ❑ $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. I Receipt No.: Date: Z ;~ Z re W 6 J U O 0 IU WI • u. W O u_ Q = • d W Z = W O j U � D O l— W W H � IL w U= ~ O F— Z COMMENTS: Type of Inspection: 55S 7/, vs A 1L i; 77" /0" v.. 7c4t4ivt 1;145. . TO 6/Z „ 'r EA.7. 4 !/ ?n R. AL '<., !2 7 -- 7 .- e, `P ei c //iv rvi /M9. 7 L J csr 5'01:7 4 I ASft' W _ r" '7_ ,'� /r lb, e (8,zI G✓ //,ems , �D )2.0 12,(A "0 e' z'f i e S /( /5 k24,4 4^ 0 ' Ot " ate . (A)/17 7" Fr �/ - of /}'t.„. / f f ( . cm A - C 4 1 Ai ,-I dl , /. ' 9 CO 47 1 Z 55714 /1 — P. 0,c, _ Pro ect: sU O. i? t� P:� c Type of Inspection: 55S Address: /303 X z a, Date Called: 7 /3 Special Instructions: Date Wanted: z 7// 3/ C5 a.m. p.m. RequAte Phone No: ) h 1 55 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. Inspector: c Date: El $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: Date: { Z Z • W 6 O 0 co CO J W O N � = I_ W Z = Z° LU • W U� O N. O I- W W I I— H u. O .. Z W U= 0 Z P . M � a % f Type of Inspection: ab Address: 1�v S, ti b , Date Calleddre Date Called: 7/t 3 ,(0 Special Instructions: Date Wanted: `' a.m. p.m. Regress q _ y (1.4 l Phone o: INSPECTION NO. INSPECTION RECORD Retain a copy with permit ..................:... i - t 1 lz PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 n Approved per applicable codes. U Corrections required prior to approval. COMMENTS: VI ;As c - ( ' , r 7 J S, r 1 1 `i Qd c (r/ P. 6-r Inspector: Date: 1/,)5' ri $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: •S' 1Z re 6u 00 W = WO g u_ ? a �W Z � z o W U � 0 I— W 0 O Z W = 0~ Z Project: Type ofinspection: /45 Address: 1.0 3g .3 /Lim 4 Date Called: , 01/66 ks , Special Instructions: (On( re/ be jr6 (A cre/ct-t 1 :co pin . spe .,,,,,„,,,, --tliere - 6ec kr, ri i o #1 - /ZOO ?" n • Phone Date Wanted: 67/6 Va5 a. . Requestm ,--.) b , ...1X ri Noe AS' No: e -2.5 d 3 -SW-666'0 • ;7:.; 7 • • • ' • INSPECTION RECORD Retain a copy with permit INS CTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PERMIT NO. 1-3670 Approved per applicable codes. E1 Corrections required prior to approval. COMMENTS: s (C() L-NA- 0 ctor: 58.00 REINSPECTI • N FEE REQUIRE. Prior to inspection, fee must be aid at 6300 Southce ter Blvd., Suit 100. Call to sechedule reinspection. Receipt No.: Date: 7 / 5 Date: 4 Z Ct — i 0 U) W W I — t 1— uj 0 u. a z I- 0 z UJW • C) • w 0 CI W W I U. 8 co z o COMMENTS: Ty a of Ins pecti 42:04 6-‘ — 1 TLAJuz...L.A..aD P---..--;.......- A I b3 J Y ✓ { ' '�1.�/(L ) onArc ?oi _7 I/ i R e ester ar; N \\ I/ n ,, �} � J 5 if c r _ toos Q V r c>.. -U43 /) ` 0,41 '-v1 ! P ) A Pr ject l e t c“. 04 , t , g Ty a of Ins pecti 42:04 6-‘ — : ..,,ce, A I b3 J Y ✓ { ' '�1.�/(L Dre ailed: / ( 2:810 S r ( ,�........ .. Special Instructions: Th U a — I is Oc ` V f r Date a ted: /or-wA .�. .. -7 s s R e ester ar; N \\ I/ n ,, �} � J 5 if c r _ toos Q INSPEC190N N CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. _ INSPECTION RECORD Retain a copy with permit 'Date: Dvy - ywZ PER 206)431 -3670 El Corrections required prior to approval. Date: 5 - C�5 F, $s : .00 REINSPECTION FEE I EQUIRED. Prior o inspection, fee must be p • d at 6300 Southcenter Blv ., Suite 100. C l to sechedule reinspection. s Z • Z c W QQ J U U O U � uJ J = CO W D 2 u_ ? N s W H = Z � ZO W uJ Uea 0 1 : : W W .• Z = O ~ z COMMENTS: Type of Inspection: scs Address: '3 i o3X 1"-A • Au S . Date Called: (0 I2A ° 5 Special Instructions: Date Wanted: ( �,,, C 2 � 1 / C, a.m. p.m. Request f Pk-9 • / L e C A CE/ i= -� ', U1 4.. .. 10 D uc ` ,-cJ..N.I s1 < T u 155c VA-01A IA P, ft Q T.-K. �.�..n _ t - �1,�• .b—. 0 _ ( 1 q Ikq T4 1-(7 S A � w ) (P Ur■ (r (1.tr �..- s `'t UU. ` ,. (., Pro ct: Type of Inspection: scs Address: '3 i o3X 1"-A • Au S . Date Called: (0 I2A ° 5 Special Instructions: Date Wanted: ( �,,, C 2 � 1 / C, a.m. p.m. Request f Pk-9 • / Phone No: SSS INSPECTION RECORD -"` Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. El Corrections required prior to approval. Inspector: 6A1 Date: r $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Rec eip, 18. Date: Z I I- A_Z QQ W W � UO (0 0 CO W J W O } J u_ • a = W F— _ Z � Z LIJ W U � N O F— Ill W rz L I O •. Z W = O ~ Z COMMENTS: Type of Inspection: SD Address: Date Called: 4 j 3 / U Zl/ 3/a g' + tivt _ Date Wanted: / , I 6 D -S - A1M C6' C/15 - 7 - 72 � ! . (j tS_ /j r tA& 1JJ / / 2- 5i1 Pi-LJ V 6A , sT 7 3 ( #ii, Pro ` ect: niV e-RA13 e-a , I Type of Inspection: SD Address: Date Called: 4 j 3 / U Special Instructions: Date Wanted: / , I a.m. p.m. Requester: PArl 64 Phone No: INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. 0 Corrections required prior to approval. Inspector: 4t/ Date: Vo5 0 $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: Date: COMMENTS: Type of inspection: 50 Date Called: 4 / i 0/0 ' Address: Special Instructions: Date Wanted: it. '1 a.m. p.m. Requester: PAT 4 4 „, v.. f‘"‘. 4 d 1 I( A-411 LI: -,,... . i pi ...N.,,, ( 1 g 2. I ' t ( t ? 0 j0,6) t .< , 9") f C ( t:Ar..c: t e PA An...0.../. f5 c..1; I • Projec • PALI A .1 Ile irrol Type of inspection: 50 Date Called: 4 / i 0/0 ' Address: Special Instructions: Date Wanted: it. '1 a.m. p.m. Requester: PAT Phone No: s ku) INSPECTION NO. INSPECTION RECORD Retain a copy with permit h fr9 2 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 Approved per applicable codes. El Corrections required prior to approval. Inspector: Date: (IP o El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: .kaf:aLe:•!arp.dAwr.i.:04.ttilf:',40,c4ikl::6011.'11gLit" X Z LL/ 2 _i O 0 0 0 cow WI • u_ uj 0 2 g < • 3 1— ILI 1— 0 Z tu 0 0 — 0 1— LU u j X 0 1— Z LU w r- 0 COMMENTS: Type of Inspection: S i) 4 / 7 /° 5' C-- l'A,41,4 ?:( 7--ui (,,,, - 347 il Ad1 -0-44 t. P . Date Called: 6/r AC j (10.1 ri (AA ,sa i "tai w 3to r A- 'P (SAi.: Tt) 1 4 4 ? 5" . 4 A Date Wanted: b��c�, C a.m. p.m. Requester: t Y/! 1� 1 / rZ id �K .<‘ /- Phone No: 4' Project: // - . 4tt� t.(R.l.r�tnn Al d Type of Inspection: S i) Address: 1 30 321 7, Mil' ./4-v•-4 Date Called: 6/r AC j Special Instructions: Date Wanted: b��c�, C a.m. p.m. Requester: t Y/! 1� 1 / rZ id �K .<‘ /- Phone No: 4' V IN RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Inspector: Date: bo Ni:�tditl�PZ.r: i. 6*. ": ibndi{iti2i � 6i e� ❑ Approved per applicable codes. Corrections required prior to approval. L8 // :> LI $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Z iH Z W 0 CO J H W 0 g u_Q I I — al Z = ° Z W • W U � N O — O 1- W W .• Z W O ~ Z COMMENTS: Type of Inspection: ,5z) .- ' .. Address: / I) w fli, nix. Date Called: , Special Instructions: Date Wanted: 04, Cletrit ,M1 tu-fikld e94/ 1 Reque , xiatt, 1 A &I:41A 6 A..‹,,,.... ii d 1 7 It 72) A JAC (47f e ii, ..' " e: A / / I ft) ( . ) L) 2 4,-; 57) xi tt T Project: /.04 R.:1/1/I444 ,1-4-O Type of Inspection: ,5z) .- ' .. Address: / I) w fli, nix. Date Called: , Special Instructions: Date Wanted: a.m. p.m. Reque , xiatt, 1 A &I:41A Phone No: ii d Approved per applicable codes. Date: Date: '»y qi2 RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TI 11111111 BUILDING DIVISION /. 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-36701 0 Corrections required prior to approval. Inspector: ec 6-MIL if 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspectip, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schatilereinspection. Receipt No.: i '-‚p al 2 6 ..-I O 0 co � W W -J w 0 -71 • < c12 • w 1— 0 Z 0 8 (12 CI I— W (..) 9 - - 0 Z cf) (-) = 0 1- z COMMENTS: Type of Inspection: 5.P Address: / 303 h f..( Date Called: . 6 y z 61, - 7 .XC=::W P c A C r z . Date Wanted: a.m. i j /o> p.m. A4 7k: /i6 yf,I.. 1 1 Li Phone No: / ' 7q — Pal ly & Il ilAst ri) ( (Ik , .3(... ' h taA4A i e4 s c , /7,4r J li2/0 S e.,,,,--t.:„,.... `t..,..�..Q ‘,./ (Ai ' 7 4 (.idvidi it // a i_ F 1 0 2.' // A kg e.,., , -, /, Projec : . 2eh4 Type of Inspection: 5.P Address: / 303 h f..( Date Called: . 6 y z Special Instructions: Date Wanted: a.m. i j /o> p.m. RA ster: {r 4.1..c)5 l) EttJl- a- IQ/ t,c. ZA Phone No: / ' 7q — Pal INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 PERMIT NO. El Approved per applicable codes. Corrections required prior to approval. Inspector: �J Date: (9/ /0 El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: z z W 00 N O , tu 2 L. W 2 g Q U d I-w z = w O W 0) CII— W uu � LL Z U= 0 z Project: r; 6,6?,.( 5 f,t ) //474/4.- Type of Isp_ ction: , n - (,0 Address: ,, f /3'3,? 'f / ,c/1/mot dor Date Called: v_�.?O - d 5 — . Special Instructions: C t`_'�7 / , . ,,,. c/ Date Wanted: d ,'r 2. .m._ p .m. Requestjer,�: ,( _ Phone No: ,. `:' 3 -5- (77-- 63 INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 C0 / - //: (20•)431 -3670 COM ENTS: R eal tot , //t /'5 (Pecto Re I d v No.. Date: .00 REINSPECT! N FEE RE U IRED. Prio o inspection, fee must be at 6300 Southcenter Blvd., 100/ all to sechedule reinspection. Date: Approved per applicable codes. ❑ Corrections required prior to approval. Z • Z cc w w i0 O 0 CO CO u. w 0 2 g a I � Z = I-- � W uj w (.) O H ww L Z H U = O ~ Z COMMENTS: ioo Type of I s pect J n: 4 e - t�f 1 }'7 q 2 yoc - st4Q r_-2c iL�, A.., 7% ' 6 a4e t.1uM "L /b /7J s(-14 ( r' s c }45fI rata Hi" 1 rloOr �f,.�Z.��- (Ai tg N.P.U1 A IAe.�frll�-L. 7` -e►.7 , 1f i" . 7 , .) l6 /L di Stst,K L r� -5'' �c'.t.•� cyj j 6... 7 Qk )- e J .:...0,- c,r . pie iofr't boa-r2-1 it".‘,..., S /A' c.,v Al (A A 1t d (.,.t A „ - coa j(„c- `c A,/ 6L( - -�i r�`S Project: , JE �j /i t K); 2 '1 7 1 ioo Type of I s pect J n: 4 e - t�f 1 }'7 Address: ,/ 1 ;3f.? 1- .r�� /ct /1 � ffL� C Dat C alled: � ' o�C) ' fj �J Special Instructions: /: ('op (lL • �.M::cL w J 131 d��.) Date Wanted: a Requeste m r�`S Phone No: 3- 5$ -- 6006 vi Y - Y/ INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 El Approved per applicable codes. J Corrections required prior to approval. Inspector: Date: 0/ c ; El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: , Information l tf.JJTo Build On Engineering • Consulting • Testing September 22, 2005 PSI File No. 712 -50058 Attn: Bob Benedicto CITY OF TUKWILA, DPD QC 6300 Southcenter Blvd., #100 Tukwila, WA 98188 Project Name: Project Address Permit No. We have completed the requested special inspections on the subject project. Items and workmanship requiring special inspection was, to the best of this agency's knowledge, inspected and reported as specified on permit documents. Special Inspection Required Reinforced Masonry Epoxy Grouting of Steel Column Anchors Roof Diaphragm Nailing Structural Steel Visual Weld and Bolting Reinforced Concrete 3000 psi Exterior Shear Wall Fastening Sincerely, PROFESSIONAL SERVICE INDUSTRIES, INC. Ryan Gould Construction Services Manager cc: Cory Shelest Gramor Development WA, LLC 1505 Westlake Ave N. Suite 320 Seattle, WA 98109 Interurban Retail 13038 Interurban Retail D04 -412 Special Inspection Performed Reinforced Masonry Epoxy Grouting of Steel Column Anchors Roof Diaphragm Nailing Structural Steel Visual Weld and Bolting Reinforced Concrete 3000 psi Exterior Shear Wall Fastening Professional Service Industries, Inc. • 24113 56th Avenue West • Mountlake Terrace, WA 98043 • Phone: 425/248.2400 • Fax 425/248 -2401 z z w 00 J F U) LL w 0 2 �Q co I- U- z � H 0 w O - O I- w W � O w z iz O it z 1. INSPECTED EPDXY GROUTING OF 5/8" DIAMETER X 7" ANCHOR BOLTS FOR TUBE STEEL COLUMNS ON 5 LINE C TO H. VERIFIED 5" EMBEDMENT AND HOLE CLEANING - OKAY. BOLTS GROUTED USING HILTI HIT HY 150 EPDXY PER MANUFACTURERS RECOMMENDATIONS AND SECTION 10/S4 OF APPROVED DRAWINGS. 2. INSPECTED DIAPHRAGM (ROOF) NAILING FOR LOW ROOF 1 TO 8 LINES AND A TO J LINE. NAILING CONFORMS TO APPROVED DRAWINGS TO THE BEST OF MY KNOWLEDGE. NOTE: BLOCKING AT EXTERIOR SHEAR WALLS HAS NOT BEEN INSTALLED AT THIS TIME. D04 -412 W.O. 68885 Lynnwood, WA 98037 MUNICIPALITY Tukwila ENGINEER Dibble Cory Shelest ARCHITECT Connell Design Group CONTRACTOR Redhawk Interurban Retail PROJECT ADDRESS 13038 Interurban Ave. EQUIPMENT IDENTIFICATION AND SIN #: COPIES TO: INSPECTOR: DATE: ITEMS INSPECTED TO APPROVED PLANS ARE: CLIENT ENGINEER ARCHITECT CONTRACTOR BUILDING DEPT. SUPPLIER DOUGLAS HOWARD August 19, 2005 FIELD CONTACT:' DATE: CONFORMING Q NONCONFORMING 0 `- CLIENT ADDRESS ATTENTION P.O. NO. PROJECT Gramor Development PROJECT NO. 712 - 50058 DATE August 19, 2005 1133 164th St SW #107 PERMIT NO. D04 -412 W.O. 68885 Lynnwood, WA 98037 MUNICIPALITY Tukwila ENGINEER Dibble Cory Shelest ARCHITECT Connell Design Group CONTRACTOR Redhawk Interurban Retail PROJECT ADDRESS 13038 Interurban Ave. D. HOWARD 700 1000 3 24 TOTAL HOURS I w,�; Information _ , To Build On tnf._*,w • Communing • Meting TS - 98 -1 SEATTLE DIVISION 24113 56TH AVE W. MOUNTLAKE TERRACE, WA 98043 (425) 248-2400 • FAX (425) 248.2401 FIELD REPORT 'This report is provided for the information of the client only. The reproduction of this report. by any method. and its transmittal to a third party. by any means, except in full, without the full permission of Professional Service Industries, Inc., Is prohibited.' 'This certification attests to the accuracy of the results obtained from the actual test performed and/or observations made within the defined scope o the work. Certification shall not be construed to represent an Inspection. approval or acceptance of other associated work or a warranty of design o workability of the specification requirements.' Certified Report by Professional Service Industries: Ryan Gould ii) eti Ve O 10025 SO. DIVISION WAY, ,4q) TACOMA, WA 98499 (253) 589-1804 • FAX (253) 589.2136 E Nr NAME Date FR 54733 PORTLAND DIVISION 6032 NO. CUTTER CIR. SUITE 480 PORTLAND, OR 97217 (503) 289 -1778 • FAX (503) 289 -1918 ON OFF ST OT August 24, 2005 MILES Z ce 00 CO CI W= H U) W LL < _ • (=I I— W Z 2 ZO LU U� O — O I— WW H IL O .. Z W co 0 Z INSPECTED EPDXY GROUTING OF 5/8" DIAMETER AND 7/8" DIAMETER, ALL THREAD ANCHOR BOLTS FOR SHDB (7/8 ") AND SIHTT14 (5/8 ") HOLD DOWNS AROUND PERIMETER OF BUILDING. VERIFIED 5" (518 ") AND 7" (7/8 ") EMBEDMENT PER RFI DATED 8/02/05. AND HOLE CLEANING - OK. BOLTS GROUTED USING SIMPSON SET EPDXY PER MANUFACTURERS RECOMMENDATIONS. 164th St SW #107 PERMIT NO ::: ................. ... . Lynnwood, WA 98037 MUNICIPALITY :::::::::::::::::::: Tukwila ATTENTIi P:O3:N0 ::.....::::::::::::::::::::::: PROJECT ::::::::::::::::::::::::::::: TOTAL HOURS EN.GINEER:•:: : : ::::::::::::: Dibble Cory Shelest ARCHITCT:::::::::::::::::::::::: Connell Design Group C.ONTRACT.OR:::::::::::::::::: Redhawk Interurban Retail PROJECT:ADDRES.S ::::: 13038 Interurban Ave, EQUIPMENT IDENTIFICATION AND S /N #: COPIES TO INSPECTOR: I DATE: :::: :::::::::::::; ::;::;::::::::::;:::::::::::;;: ITEMS T'O : :' APPROVED PLANS :AR : : : ::::::::::::::::::: : :::::::::::::::::::•::::::: CLIENT ENGINEER ARCHITECT CONTRACTOR BUILDING DEPT. SUPPLIER D.B. HOWARD August 9, 2005 - FIELD CONTACT:1 I DATE:_ ::::::CONFORMINQ::::: ::1.4.94.0.0000.1$0: ..._ --- GLIEN : ::::::::::::::::::::::::::: ADDRESS :::::::::::::::::::::::::: .....•...•... .................. Gramor Development PROJE.CT:NO: :: :: :: :: ::.: 712 -50058 DATE August 9, 2005 004 -412 W.O. 68796 164th St SW #107 PERMIT NO ::: ................. ... . Lynnwood, WA 98037 MUNICIPALITY :::::::::::::::::::: Tukwila ATTENTIi P:O3:N0 ::.....::::::::::::::::::::::: PROJECT ::::::::::::::::::::::::::::: TOTAL HOURS EN.GINEER:•:: : : ::::::::::::: Dibble Cory Shelest ARCHITCT:::::::::::::::::::::::: Connell Design Group C.ONTRACT.OR:::::::::::::::::: Redhawk Interurban Retail PROJECT:ADDRES.S ::::: 13038 Interurban Ave, D. HOWARD 1200 3 37 r TOTAL HOURS *This report is provided for the information of the client only. Tho reproduction of this report, by any method, and its transmittal to a third party, by any means, except In full, without the full permission of Professional Service Industries, Inc., fa prohibited' *This certification attests to the accuracy of the results obtained from the actual test performed and /or observations made within the defined scope of the work. Certification shall not be construed to represent an inspection, approval or acceptance of other associated work or a warranty of design or workability of the specification requirements' Certified Report by Professional Service Industries: Ryan Gould TS - 98 - i Information To Build On in ripeek • C ConisiMino • Tholtlnir Zvi SEATTLE DIVISION 24113 56TH AVE W. MOUNTLAKE TERRACE, WA 98043 (425) 248.2400 • FAX (425) 248 -2401 RECEIV FR 55 068 AUG 1 7 20055 Ej TACOMA DIVISION CO 10025 SO. TACOMA, WA C9 49 9 AY, SUI E�OpM (253) 589 -1804 • FAX (253) 589-2136 FIELD REPORT NAME Date PORTLAND DIVISION 6032 NO. CUTTER CIR. SUITE 480 PORTLAND, OR 97217 (503) 289-1778 • FAX (503) 289.1918 ON OFF ST OT August 10, 2005 MILES ON SITE FOR VISUAL WELD INSPECTION AND EPDXY ANCHOR INSPECTION AS REQUESTED BY THE CLIENT. APPROVED STRUCTURAL PLANS DATED 03/04/05. WELDING ON STEEL STUD BUNDLES AT DOOR OPENINGS AROUND PERIMETER WELDED 1" ON 24" DIAMETER. NOT STAGGERED AS DETAILED ON 8 AND 12 ON S -4. DIBBLE ENGINEER APPROVED AS IS. WELDS ARE OF CONFORMING SIZE AND LENGTH. EPDXY ANCHORS NOT READY FOR INSPECTION AT THIS TIME. "" WELDING WAS PERFORMED BY JAMES GRAHAM. WAS INFORMED BY HIS SUPERVISOR THAT WAS NOT HIS NAME. JAMES MANZ IS SUPPOSEDLY HIS CORRECT NAME. WHEN I ASKED JAMES FOR IDENTIFICATION AND WELDING CERT, HE SAID HE LEFT THEM AT HOME. WHEN CONFRONTED WITH HIS REAL NAME, HE ADMITTED HE DOES NOT HAVE A CERT FOR WELDING. NOTHING IS STATED IN STRUCTURAL DRAWINGS AS TO REQUIREMENTS FOR WELDING CERTIFICATION. THIS REPORT WILL BE CONFORMING UPON CONFIRMATION OF STRUCTURAL ENGINEERS APPROVAL OF THIS SITUATION. ENGINEER: : :: : : ::::::::: Dibble Cory Shelest ARC: Hi .TEC'T :::::::::;:::::;:;:;:::: Connell Design Group Redhawk CONTRACTOR::::::::: Interurban Retail PROJECT ADDRESS: :: :: 13038 Interurban Ave. EQUIPMENT IDENTIFICATION AND S /N #: COPIES TO INSPECTOR: DATE: • :;: :? • CLIENT ENGINEER ARCHITECT CONTRACTOR BUILDING DEPT. SUPPLIER JOHN REMINGER August 2, 2005 AP $TEM. S OV : INS.: PECTED :TO ::::: ::::::::::::::::: .:: PRE PLANS: ARE:: :: • :::� :::::•:•:::� . > :•:•:•:�:•:• »:: :;:::: CO NF. ORMINO: : :::::::: : "`: :::::::::::; :::: T: FIELD CONTAC � DATE: - ::::NONCONFORMING ::: C. IVE 14 ..:: ::::::::::::::::::::::::::::::: ADDRESSt ::::::::::::::::::::::: ::::: A7Tt NTIDN :::::::::::::::::::::::: ....... P :O ::NO : ::::: : : : : : :: :::::::::::: PROJECT ::::::::::::::::::::: Gramor Development p ;RO : :CT 712 -50058 DATE August 2, 2005 1133 164th St SW #107 • WOOS : :: ::::: :::::: Mil; N16.0'A0 TY :::::: ::::::::::: D04 -412 W.O. 68761 Tukwila Lynnwood, WA 98037 ENGINEER: : :: : : ::::::::: Dibble Cory Shelest ARC: Hi .TEC'T :::::::::;:::::;:;:;:::: Connell Design Group Redhawk CONTRACTOR::::::::: Interurban Retail PROJECT ADDRESS: :: :: 13038 Interurban Ave. REMINGER 900 1200 3 48 TOTAL HOURS 3 P Information To Build On lingft....no • Cone dlMrp • 7i..r o SEATTLE DIVISION 24113 56TH AVE W. MOUNTLAKE TERRACE, WA 98043 (425) 248 -2400 • FAX (425) 248.2401 RECEIVED `AUG 1. 7 2005 TACOMA DIVISION COMMUNITY 10025 SO. TACOMA WAY, SUITE HIDEVELOPMENT TACOMA, WA 98499 (253) 589 -1804 • FAX (253) 589-2136 T FR 49457 PORTLAND DIVISION 6032 NO. CUTTER CIR. SUITE 480 PORTLAND, OR 97217 (503) 289 -1778 • FAX (503) 289.1918 •This report is provided for the Information of the client only. The reproduction of this report, by any method, and its transmittal to a third party, by any means, except In full, without the full permission of Professional Service Industries, Inc., Is prohibited.' 'This certification attests to the accuracy of the results obtained from the actual test performed and /or observations made within the defined scope of the work. Certification shall not be construed to represent an Inspection, approval or acceptance of other associated work or a warranty of design or workability of the specification requirements.* Certified Report by Professional Service Industries: TS - 98 -1 Ryan Gould NAME ON OFF ST OT M Date August 10, 2005 SAMPLE I.D. SIZE (IN.) AREA (SQ. IN.) DATE TESTED AGE AT TEST ULTIMATE STRENGTH CHECKED FRACTURE TYPE LBS. PSI 1A 4" X 8" 12.57 7/14/2005 7 50500 4020 KV 4 B 4" X 8" 12.57 8/4/2005 28 67000 5330 KV 4 C 4" X 8" 12.57 8/4/2005 28 66000 5250 KV 4 D 4" X 8" WC H DISCARDED SAMPLE AND TESTED IN ACCORDANCE TIME, TEMP. & WEATHER PROPORTIONS: TYPE OF CEMENT TRUCK POUR LOCATION WITH: FIELD SPECIMENS ASTM C -31 El 1:10/72° PT CLOUDY DATE CAST SLUMP ASTM C -143 Ell 7- Jul -05 SAMPLING ASTM C -172 MIXING PLANT AIR TEMP BREAK ASTM ASTM ASTM 0 C -231 ❑ C•1064 0 C -39 0 DESIGN GLACIER NW STRENGTH 3000 NEO CAP ASTM C -1231 El SAMPLE TYPE ADMIXTURE NA OTHER ASTM CYL CEMENT FLYASH105 385 C'SE AGG. 3/4" -2000 FINE AGG. WATER ADDED ADMIXTURE WRA BS -1375 250 /ADD 10 140Z ADMIXTURE NA I II CONC. TEMP. /I 696940 76° SLUMP SLUMP 5" ins. AIR NA % QUANTITY MIX # RECEIVED: 9.50F29 Cu. Yd. 33 TICKET SUPER PLASTICIZED NA 3181 AND NOTES: DATE July 8, 2005 INSPECTED REINFORCING STEEL FOR EXTERIOR PERIMETER BUILDING STEM WALLS AND INTERIOR COLUMN FOOTINGS FOR RETAIL CENTER BUILDING. WITNESSED CONCRETE PLACEMENT BY PUMP WITH CONCRETE CONSOLIDATED BY MECHANICAL VIBRATOR. REINFORCING STEEL AND CONCRETE IN ACCORDANCE WITH APPROVED PLANS TO THE BEST OF MY KNOWLEDGE. 1/2 HOUR DELAYED FOR CLEANUP LOAD. EQUIPMENT IDENTIFICATION AND SIN #: 89107 CAL 712 -15C COPIES TO INSPECTOR: j DATE: :::::::::::::::::::::::::::::::::::::;::::: :•:::::: .0 :1 . : ::::::::::::::::::::::: : PI AN S : ; : : : : . : : ::::::: ::::::': CLIENT ENGINEER ARCHITECT CONTRACTOR BUILDING DEPT. SUPPLIER S. SCHWEYEN July 7, 2005 t_M:IN. SPC# .. .... . ... ......... .... .................. A FIELD CONTACT: I DATE: .:.:• :. 1 • :•: : : : :CONFORMING:::: ::::::: :•NONCQ.NFOR MINE ::::: :::::::: :: ?:: :::;::::;:::: CUEN:T::: :• : :::::::::::::: Gramor Development P.ROJECT:NO ::: : : ::::::::::: P. ERM} T:: No .. : : ::::::::::;::::::: 712 -50058 DATE July 7, 2005 D04 -412 W.O. 68591 ADDR :::::::::::::::::::: • , . , . , ::::: ATTENTION:: ::: :: : : :. :.....:: • P:: b : :tVa; : : : P.ROJEC:T:: : ::::::::•::: 1133 164th St SW #107 Lynnwood, WA 98037 MUNICIPALITY :: :: :::::::::: : : ::::::::::::: Tukwila ENGINEER: : :: :: :: :: :: :: :: ::: : :•: : ::: :: :: Dibble Cory Shelest ARCHiT ECT ::::::::::::::::::::::: Connell Design Group CO NTRA TOR ::::: ::::::::::: : ::: : : Redhawk Interurban Retail PROJECTADDRESS:::::: ::::.: 13038 Interurban Ave. Pr''''rZj Information To Build on ingi ..ttiy/ • Consulting • Thoth* Certified Report by Professional Service Industries: TS - 98 -1 SEATTLE DIVISION 24113 58TH AVE W. MOUNTLAKE TERRACE, WA 98043 (425) 248 -2400 • FAX (425) 248-2401 Ai .� This report Is provided for the Information of the client only. The reproduction of this report, by any method, and its transmittal to a third party, by any means, except In full, without the full permission of Professional Service Industries, Inc.. Is prohibited.' 'This certification attests to the accuracy of the results obtained from the actual test performed and/or observations made within the defined scope of the work. Certification shall not be construed to represent an inspection, approval or acceptance of other associated work or a warranty of design or workability of the specification requirements.* RYAN GOULD 1 ❑ TACOMA DIVISION t.; PI' it; r N - r 10025 SO. TACOMA f f II-ttU d M ENT TACOMA, WA 98499 (253) 589 -1804 ' FAX (253) 589.2136 COMPRESSION TEST RESULTS NAME Date CR 50164 PORTLAND DIVISION 6032 NO. CUTTER CIR. SUITE 480 PORTLAND, OR 97217 (503) 289.1778 • FAX (503) 289.1918 ON OFF ST OT August 5, 2005 MILES Z W aa • � JU O 0 co W LL W O LL c _ � W Z O Z I-- W Lu 2 U 0- 0 I- WW H u Z W 0 I- Z 1100 400 30 TOTAL HOURS 5 _ Pr''''rZj Information To Build on ingi ..ttiy/ • Consulting • Thoth* Certified Report by Professional Service Industries: TS - 98 -1 SEATTLE DIVISION 24113 58TH AVE W. MOUNTLAKE TERRACE, WA 98043 (425) 248 -2400 • FAX (425) 248-2401 Ai .� This report Is provided for the Information of the client only. The reproduction of this report, by any method, and its transmittal to a third party, by any means, except In full, without the full permission of Professional Service Industries, Inc.. Is prohibited.' 'This certification attests to the accuracy of the results obtained from the actual test performed and/or observations made within the defined scope of the work. Certification shall not be construed to represent an inspection, approval or acceptance of other associated work or a warranty of design or workability of the specification requirements.* RYAN GOULD 1 ❑ TACOMA DIVISION t.; PI' it; r N - r 10025 SO. TACOMA f f II-ttU d M ENT TACOMA, WA 98499 (253) 589 -1804 ' FAX (253) 589.2136 COMPRESSION TEST RESULTS NAME Date CR 50164 PORTLAND DIVISION 6032 NO. CUTTER CIR. SUITE 480 PORTLAND, OR 97217 (503) 289.1778 • FAX (503) 289.1918 ON OFF ST OT August 5, 2005 MILES Z W aa • � JU O 0 co W LL W O LL c _ � W Z O Z I-- W Lu 2 U 0- 0 I- WW H u Z W 0 I- Z PSI ON SITE FOR REINFORCING STEEL AND CONCRETE PLACEMENT INSPECTION OF THE E03L COLUMN. THIS COLUMN REINFORCING STEEL PCL Construction Services, Inc. WAS INSPECTED TO CONFORMANCE BY PSI ON 06/24/05 (SEE FR 49088 ( #2)). TODAY'S INSPECTION WAS FOR REINFORCING STEEL TO FORM 742 -50132 DATE August 3, 2005 WORK CLEARANCES ONLY. THE CLEARANCES CONFORM TO PLAN DRAWING AND DETAILS ON PAGE 1767. PERMIT: NO::::::::::::::::::::::: W.O. 1 THE CONCRETE PLACEMENT CONFORMED TO JOB SPECIFICATIONS SECTION 03300 PARTS 3.06 AND 3.08 AS APPLICABLE. APPROXIMATELY 3 City of Tukwila CUBIC YARDS OF TRUCK #417 AND 2 CUBIC YARDS OF TRUCK #440 (THE 1ST AND 2ND LOADS DELIVERED) WERE REJECTED AT 2 HOURS. SOUND TRANSIT ENGINEER, PETER WEST APPROVED EXTENDING DISCHARGE TIME FROM 90 MINUTES TO 2 HOURS. ARCHI •tEC'i'::: :::::: :: :: : : CONTRACTOR:::::::::::::::::: PCL C755 INSPECTION PROJECT:ADDRES.S::::: South Boeing Access Rd to 154th Street - Seattle 1 EQUIPMENT IDENTIFICATION AND SIN #: COPIES TO INSPECTOR: DATE: I' BEM. IN$ Pt_ GTD :Y :::::::::::: : ........ .................... AP. PROVED: PLANS: AREi ::::: ::::::::::::::::::: :•:•:•' CLIENT ENGINEER ARCHITECT BUILDING DEPT. SUPPLIER JOE ALLEN August 3, 2005 x x� CONTRACTOR FIELD CONTACT: DATE: z NOT AVAILABLE :::::::CONFORMINQ:::::: �■Ame : :N O NCQNFORMING:::: �- C. 4tENY:: : : : : : ' : ' : ' : ' : ' : ' : : : : :: :: :: :: ::: AD DRESS :::::::::::::::::::::::::::: .: PCL Construction Services, Inc. PRO4EG ':NO. ; : ::::: ::: 742 -50132 DATE August 3, 2005 15405 SE 37th Street Suite 200 PERMIT: NO::::::::::::::::::::::: W.O. Bellevue, WA 98006 MU,t4i.G. ALIT:f:::::::: ::: ENGINEER :::::::::: ::: ::::::::::: City of Tukwila A:TTENTIQ f :::::::::::::::::::::: P:O :::: PROJECT ::::::::::::::::::::::::: Mr. Patrick Malone ARCHI •tEC'i'::: :::::: :: :: : : CONTRACTOR:::::::::::::::::: PCL C755 INSPECTION PROJECT:ADDRES.S::::: South Boeing Access Rd to 154th Street - Seattle 057 To Build On .il.o+M».r,ti. • Co. ssellr o • _wrti o SEATTLE DIVISION 24113 56TH AVE W MOUNTLAKE TERRACE, WA 98043 (425) 248.2400' FAX (425) 248.2401 RECEIVED FR 52663 AUG 11 2005 1111 TACOMA DIVISION AUG 10025 S0. TACOMA WAY, SUITE Hi DEVELOPMENT TACOMA, WA 98499 (253) 589.1804 • FAX (253) 589.2136 PORTLAND DIVISION 6032 NO. CUTTER CIR. SUITE 480 PORTLAND, OR 97217 (503) 289 -1778 • FAX (503) 289.1918 Certified Report by Professional Service Industries: 'This report is provided for the Information of the client only. The reproduction of this report, by any method, and Its transmittal to a third party. by any means, except In full, without the full permission of Professional Service Industries, Inc., is prohibited' • ils certification attests to the accuracy of the results obtained from the actual test performed and/or observations made within the defined scope of the work. Certification shall not be construed to represent an Inspection, approval or acceptance of other associated work or a warranty of design or workability of the specification requirements.' FIELD REPORT TS - 98 -1 NAME Vearte'9f. Ramndea T Date ON OFF ST OT MILES J. ALLEN TOTAL HOURS 4 Auloor 9, 2005 SAMPLE I.D. SIZE (IN.) AREA (SQ. IN.) DATE TESTED AGE AT TEST ULTIMATE STRENGTH CHECKED FRACTURE TYPE LBS. PSI A 4 X 8 12.49 07/15/05 7 200 150 DD D B 4 X 8 12.49 08/05/05 28 99020 7990 DD D C 4 X 8 12.49 08/05/05 28 97560 7380 DD A D 4 X 8 12.49 HOLD H DISCARD SAMPLE AND TESTED IN ACCORDANCE TIME, TEMP. & WEATHER PROPORTIONS: LBS /CUBIC YARD TYPE OF CEMENT TRUCK POUR LOCATION WITH: FIELD SPECIMENS ASTM C -31 0 10 :00 AM 61 ° F SHOWERS DATE CAST /FLY SLUMP ASTM C -143 IEl 08- Jul -05 SAMPLING ASTM C -172 MIXING PLANT AIR TEMP BREAK ASTM ASTM ASTM El C -231 ❑ C -1064 El C -39 E DESIGN STONEWAY STRENGTH 5000 NEO CAP ASTM C -1231 El SAMPLE TYPE ADMIXTURE 100 26.4 OTHER ASTM CYLINDERS CEMENT 544/176 C'SE AGG. 1877 FINE AGG. WATER ADDED ADMIXTURE WRDA 64 1173 256 36.6 OZ ADMIXTURE XR OZ N/A I II CONC. TEMP. /I 537963 80 ° F SLUMP SLUMP 6 1/2 ins. AIR N/A % QUANTITY MIX # RECEIVED: 5 OF 8 Cu. Yd. 404 TICKET SUPER PLASTICIZED NO 5894 AND NOTES: DATE July 11, 2005 PSI ON SITE FOR CONCRETE PLACEMENT AND TESTING INSPECTION OF THE WALL #5 SOLDIER PILES. THE SAMPLE WAS TAKEN FROM PILE #1 AND PILES #1 TO 3 WERE PLACED. DRILLING AND H -BEAM PILE PLACEMENT MONITORING BY AMEC. THE CONCRETE CONFORMS TO THE MIX DESIGN SPECIFICATIONS. EQUIPMENT IDENTIFICATION AND SIN #: COPIES TO INSPECTOR: I DATE: :;:;:;::::;:::;::::::::::: ITEMS:INIPC.T.ED APPROVED: ::::::::::: :: ONCONFQ :::::::.: ::::::::::::: ::::::::::::::::::::::::::::::: Tb PLANS: AR6 :::: ::::::::::::::::::::::::::: ::..::: :: :;:;:; CLIENT ENGINEER ARCHITECT CONTRACTOR BUILDING DEPT. SUPPLIER JOE ALLEN July 8, 2005 x x — FIELD CONTACT: I I DATE: .ORMI 1,�::::::" m :::: ......::::::......:. C LIEN:: T:: : : ::::::::::::::::::: ADDR ::::::::::::::::::::::: • • ........... .........: : :::::::::: ::::::::::::::::::::::::::::::: ATTENTION: : :::::::::::::::::: P ty :: NC : : :::::::::::::::::::::::• PROJECT ::::::::::::::::::: PCL Construction Services, Inc. PROJECT: NO : : :::: :::: :::::::: :::::::: 742 -50124 DATE July 8, 2005 15405 SE 37th Street Suite 200 PERMIT: NO: ::::::::::: W,O. 74537 Bellevue, WA 98006 MUNICW ALI :: :::: :: :::: :: :.... :; :; :;: ENGINEER:: : :::::: ::::: : ::::: : :::::::: :::: Mr. Patrick Malone ARCHITECT :::: :: ::: : : :: :: ::::: : ::: : : :: : :: CONTRACTOR ;: ::: ::::::::::: : : : : : : :: PCL C755 P ROJECTADDRESS::: . : : : : South Boeing Access Rd to 154th Street - Seattle � i Information To Build On in llr, mein- • Cansulltrp • ibatl ng TS - 98 -1 SEATTLE DNISION 24113 56TH AVE W MOUNTLAKE TERRACE, WA 98043 (425) 248-2400 • FAX (425) 248-2401 Certified Report by Professional Service Industries: "L ■ TACOMA DNISION 10025 SO. TACOMA WAY, SUITE H1 TACOMA, WA 98499 (253) 589-1804 • FAX (253) 589-2136 'This report Is provided for the information of the client only. The reproduction of this report, by any method, and Its transmittal to a third party, by any means, except in full, without the lull permission of Professional Service Industries, Inc., Is prohibited.' 'This certlficadon attests to the accuracy of the results obtained from the actual test performed and/or observations made within the defined scope of the work. Certification shall not be construed to represent an inspection, approval or acceptance of other associated work or a warranty of design or workability of the apedficallon requirements' Dean&i7 Ram deU I NAME Date CR 55390 0 PORTLAND DNISION 6032 NO. CUTTER CIR. SUITE 480 PORTLAND, OR 97217 (503) 289-1778 • FAX (503) 289 -1918 ON OFF ST OT MILES TOTAL HOURS I 74u t 2005 Z W 6 DC� O 0 W H N lL W 0 g W = C1 I W Z = H Z W W U� O — O I— W W H 0 Z W U= 0 Z SAMPLE I.D. SIZE (IN.) AREA (SQ. IN.) DATE TESTED AGE AT TEST ULTIMATE STRENGTH CHECKED FRACTURE TYPE LBS. PSI A 4 X 8 12.54 07/11/05 3 56160 4480 DD D B 4 X 8 12.54 07/15/05 7 69650 5580 DD E C 4 X 8 12.54 08/05/05 28 100190 3990 DD D D 4 X 8 12.54 08/05/05 28 99930 3970 DD D E 4 X 8 12.54 HOLD H DISCARD F 4 X 8 12.54 HOLD H DISCARD SAMPLE AND TESTED FIELD SPECIMENS SLUMP SAMPLING AIR TEMP BREAK NEO CAP OTHER IN ACCORDANCE WITH: ASTM ASTM ASTM ASTM ASTM ASTM ASTM ASTM C•31 0 C -143 0 C -172 El C -231 2 C -1084 El C - ❑ C -1231 ❑ TIME, TEMP. & 3 :30 PM 63 ° F DATE MIXING DESIGN SAMPLE WEATHER SHOWERS CAST 08- Jul -05 PLANT STONEWAY STRENGTH 4000 TYPE CYLINDERS PROPORTIONS: CEMENT /FLY C'SE AGG. FINE AGG. WATER ADDED ADMIXTURE ADMIXTURE ADMIXTURE AIR WRDA 64 ADVA LBS /CUBIC YARD 648/120 1700 1215 233 3.5 OZ 46.2 OZ 15.3 OZ TYPE OF CEMENT I II CONC. TEMP. 77 ° F SLUMP 7 ins. AIR 4.9 % QUANTITY 10 OF 21 Cu. Yd. TRUCK 408 TICKET 538321 SUPER PLASTICIZED SLUMP YES MIX# CL4KP POUR LOCATION AND NOTES: DATE RECEIVED: July 11, 2005 PSI ON SITE FOR WALL #1 WALL PANEL CONCRETE PLACEMENT AND TESTING INSPECTION FOR THE PANEL FROM STATION 2 + 73 TO 2 + 98. SEE PSI REPORT, FR 49101 FOR TODAY'S REINFORCING STEEL / FORM WORK CONFORMANCE INSPECTION. THE CONCRETE PLACEMENT AND CONCRETE CONFORMS TO WSDOT STD PLAN D -1A NOTES AND TO THE MIX DESIGN SPECIFICATIONS. EQUIPMENT IDENTIFICATION AND S /N #: COPIES TO INSPECTO J I DATE: • : :: ::::::::;:::: :: : :.;.: ::; i:i:;:::: :: :::•••••• :: ::;: :: ::: 17' EMS :INSP.g0TO it0: ::::: APPROVED: PLANS: ARE: :: :: :: :: :. :. :.: ::::::::: :::.:.: . :. :. :. :. :. :. :. :. :. : :......:::: : JOE ALLEN July 8, 2005 x CLIENT ENGINEER ARCHITECT x CONTRACTOR BUILDING DEPT. SUPPLIER FIELD CONTACT: I I DATE: :CONFORMIN : : :: ::. : NONCON : : :.:......::::....... C L •IEN:T::: : : :. :. ::::: : ;: ; : : :: ;:: PCL Construction Services, Inc. P.ROJECT: NO : :: :::::: :: :: :::: :: :: : :::: 742 -50124 DATE July 8, 2005 ADD ::::::::: ; : A.T ELATION: :::: :::::::: P:.O ::NQ :':.:* : : : : : : :; :: : : ::::: PROJECT :::::::::::::: 15405 SE 37th Street Suite 200 PERMIT: NO :: :: : : : : :::: : : : : : :: : :: : : ::: : : :: W.O. 74537 Bellevue, WA 98006 M. CJt:lICI P' I. KLi7Y : :: : : :: :: :: :: :: ::: ::: : : : : :::: Mr. Patrick Malone ARCH tTECT : :: : : :: : : : ::: : : :: : :i : :: : : : :: :: CONTRA : : :: :: : - :: : • ••• rr, • , PCL C755 rr • .ti•,�. � .v.ti •• . PROJECT ADDRESS: :. :.:.:.: South Boeing Access Rd to 154th Street - Seattle a; Information To Build On mman.•censs .• nestole SEATTLE DIVISION 24113 58TH AVE W MOUNTLAKE TERRACE, WA 98043 (425) 248 -2400 • FAX (425) 248.2401 ■ TACOMA DIVISION 10025 SO. TACOMA WAY, SUITE HI TACOMA, WA 98499 (253) 589.1804 • FAX (253) 589.2138 •This report Is provided for the information of the client only. The reproduction of this report, by any method, and Its transmittal to a third party, by any means, except In lull, without the lull permission of Professional SONIC° Industries, Inc., Is prohibited' •Thle certification attests to the accuracy of the results obtained from the actual test performed and/or observations made Whin the defined scope of the work. Certification shall not be construed to represent an Inspection, approval or acceptance of other associated work or a warranty of design or workability of the specification requirements.* Certified Report by Professional Service Industries: TS - 98 - Vea#w' Ill. A'cul dell r NAME Date CR 55389 0 PORTLAND DIVISION 6032 NO. CUTTER CIR. SUITE 480 PORTLAND, OR 97217 (503) 289 -1778 • FAX (503) 289-1918 ON OFF ST OT MILES TOTAL HOURS Augu 4t10, 1005 Z W cc 00 NO J 1— U W 2 J U_ Q N _ F.. W Z = I— O Z 1— LU C) 0 I— W O .. Z W U O ~ Z SAMPLE I.D. SIZE (IN.) AREA (SQ. IN.) DATE TESTED AGE AT TEST ULTIMATE STRENGTH CHECKED FRACTURE TYPE LBS. PSI A 4 X 8 12.44 07/13/05 2 43160 3470 CH A B 4 X 8 12.50 07/18/05 7 43660 3490 DD A C 4 X 8 12.54 08/08/05 28 62290 4970 DD A D 4 X 8 12.54 08/08/05 28 76990 6130 DD C E 4 X 8 12.54 HOLD H 77140 6150 DD 0 F 4 X 8 12.54 HOLD H DISCARD SAMPLE AND TESTED IN ACCORDANCE TIME, TEMP. & WEATHER PROPORTIONS: LBS /CUBIC YARD TYPE OF CEMENT TRUCK POUR LOCATION WITH: FIELD SPECIMENS ASTM C -31 0 3:00 PM 74 ° F PARTLY DATE CAST SLUMP ASTM C -143 ® 11- Jul -05 SAMPLING ASTM C -172 MIXING PLANT AIR TEMP BREAK ASTM ASTM ASTM El C -231 El C -1064 0 C -39 0 DESIGN STONEWAY STRENGTH 4000 NEO CAP ASTM C -1231 I SAMPLE TYPE ADMIXTURE WRDA 46.2 OTHER ASTM CYLINDERS CLOUDY CEMENT/FLY 645/122 C'SE AGG. 1668 FINE AGG. WATER ADDED ADMIXTURE AIR 1217 250 3.5 OZ ADMIXTURE 64 ADVA OZ 15.3 OZ I II CONC. TEMP. 538842 80 ° F SLUMP SLUMP 6 3/4 ins. AIR 6.8 % QUANTITY MIX# RECEIVED: 22.5 OF 32 Cu. Yd. 431 TICKET* SUPER PLASTICIZED YES 6955 AND NOTES: DATE July 12, 2005 PSI ON SITE FOR CONCRETE TESTING INSPECTION OF CONCRETE PLACED IN WALL #1 WALL PANEL FROM STATION 1 + 56 TO STATION 1 + 81 AND FOR WALL #1 FOOTING FROM STATION 3 + 20 AND 3 + 50. THE CONCRETE CONFORMS TO WSDOT STD PLAN 0 -1A NOTES. SEE PSI REPORT, FR 49412 FOR THE WALL PANEL REINFORCING STEEL / CONFORMANCE REPORT AND PSI REPORT, FR 49097 (07/01/05) FOR THE FOOTING REINFORCING STEEL CONFORMANCE. EQUIPMENT IDENTIFICATION AND SIN #: COPIES TO INSPECTOR: DATE: ::::::::::::::::::::::::::::::::: ITEMS: INSPEC. .......... ............... ................ APPROVED :: :: : : : : : : :: • .:CONPORMING ::NQN ::::::::: ::::;::: ::::::;::::::: T. ED TO :: : PLANS :ARE: ::: :::::: ::::::::::::: : : : :: : : : : : : ::.• • •::::::::::::::::::::::::•:::::::. :::::::;: Ea CLIENT ENGINEER ARCHITECT CONTRACTOR BUILDING DEPT. SUPPLIER JOE ALLEN July 11, 2005 x x FIELD CONTACT: J DATE: CLIEN ::T: : ::;:;:;:: PCL Construction Services, Inc. P. ROJECT :NO : : : ::::: : : : ::: : :::: : :: : : :: :: 742 -50124 DATE July 11, 2005 ADDRES ::: S ::::: ATTENTION : :::::::::::::• • P0 NQ ::::::::::::::: PROJECT: :: :: :: ::::: ::::: :: ::: 15405 SE 37th Street Suite 200 PERMIT:AtO : : :. : :::::::: W.O. 74599 Bellevue, WA 98006 ■UNICjPPALtTY :::::::::::::::::::::::::: Mr. Patrick Malone ARCH#TEC : :::: :: : : ::: :: :: :::::: :: : : :: ::: TO:::::: : : ::::::::: CONTRAACR : PCL C755 PROJECT.ADDRESS::: :::: :::::: South Boeing Access Rd to 154th Street - Seattle �; Information To Build On a ev • cOMIIIMrp • awing SEATTLE DIVISION 24113 58TH AVE W MOUNTLAKE TERRACE, WA 98043 (425) 248 -2400 • FAX (425) 248 -2401 ■ TACOMA DIVISION 10025 S0. TACOMA WAY, SUITE H1 TACOMA, WA 98499 (253) 589-1804 • FAX (253) 589 -2136 'This report Is provided for the information of the dent only. The reproduction of this report, by any method, and its transmittal to a third party, by any means, except In full, without the full permission of Professional Service Industries, Inc., Is prohibited.' This certification attests to the accuracy of the results obtained from the actual test performed and/or observations made within the defined scope of the work. Certification shall not be construed to represent an Inspection, approval or acceptance of other associated work or a warranty of design or workability of the specification requirements.' Certified Report by Professional Service Industries: TS • 98.1 9 NAME Date C R 55393 ED PORTLAND DIVISION 8032 NO. CUTTER CIR. SUITE 480 PORTLAND, OR 97217 (503) 289-1778 • FAX (503) 289 -1918 ON OFF ST OT MILES J. ALLEN TOTAL HOURS 7.5 SAMPLE 1.D. SIZE (IN.) AREA (SQ. IN.) DATE TESTED AGE AT TEST ULTIMATE STRENGTH CHECKED FRACTURE TYPE LBS. PSI A 4 X 8 12.54 07/18/05 7 2000 150 DD D B 4 X 8 12.54 08/08/05 28 90120 7190 DD B C 4 X 8 12.54 08/08/05 28 92050 7340 DD D D 4 X 8 12.54 HOLD H DISCARD SAMPLE AND TESTED IN ACCORDANCE TIME, TEMP. & WEATHER PROPORTIONS: LBS /CUBIC YARD TYPE OF CEMENT TRUCK POUR LOCATION WITH: FIELD SPECIMENS ASTM C -31 Eel 9:45 AM 69 ° F PARTLY DATE CAST /FLY SLUMP ASTM C -143 0 11- Jul -05 SAMPLING ASTM C -172 MIXING PLANT AIR TEMP BREAK ASTM ASTM ASTM Ei C -231 ❑ C -1064 0 C•39 El DESIGN STONEWAY STRENGTH 5000 NEO CAP ASTM C -1231 Eel SAMPLE TYPE ADMIXTURE 100 26.4 OTHER ASTM CYLINDERS CLOUDY CEMENT 542/182 C'SE AGG. 1877 FINE AGG. WATER ADDED ADMIXTURE WRDA 64 1181 255 36.6 OZ ADMIXTURE XR OZ N/A I II CONC. TEMP. 538461 79 ° F SLUMP SLUMP 6 3/4 ins. AIR N/A % QUANTITY MIX# RECEIVED: 5 Cu. Yd. 426 TICKET/ SUPER PLASTICIZED NO 5894 AND NOTES: DATE July 12, 2005 PSI ON SITE FOR CONCRETE TESTING OF THE WALL #28 SOLIDER PILES. THE DRILLING AND H -BEAM PLACEMENT MONITORING IS PERFORMED BY AMEC. THE TEST SAMPLE WAS TAKEN AND SOLIDER PILE #29. PILES PLACED WERE #28 AND 29. NOTE: ONE TRUCK LOAD OF CONCRETE WAS REJECTED BECAUSE OF TIME LIMITS, NO CONCRETE WAS PLACED FROM THE LOAD. EQUIPMENT IDENTIFICATION AND SIN #: COPIES TO INSPECTOR: J JOE ALLEN I DATE: :: :::::::: ::::::: :::: : : ::: ; ::; ::;::::: ::;:;;:::;:::::::...... :; :: : :: PLANS ARE :: :::::::::::::::::: . .. ............. :::: :::::::;:::;:;:;::::::::::; El CLIENT ENGINEER ARCHITECT _ CONTRACTOR BUILDING DEPT. SUPPLIER July 11, 2005 APPROVED . .... . ... . ....... x x FIELD CONTACT: ' I DATE: ::::::::::::::::::::::::::::::::::: ::::::CONFfS#RMI :. NONC ONFO .G ::: ::......::::.:....... 'P..L•IfN:T:: ::: :::::::: ; :::: ; :: PCL Construction Services, Inc. PROJECT: NO ::: : ::: : :: ::: ::: :: : ::: : ; :: 742 -50124 DATE July 11, 2005 AD : :::: :::::::.:•:.:.:.:.:::::.:.::::: ATTENTION : : : :: : : : : : : : : : : : : : :: P 0: :NQ::::::: :: :::::::': PROJEI(IT:: :: :: : : :.. ::.. : :: 15405 SE 37th Street Suite 200 PERMIT: NO :::: :: :: ::.:.: :::::: D04 -420 W.O. 74599 Bellevue, WA 98006 . vrrrrr .•••rr.•.• ✓.vrr•- .•r.•r.ti• MUNICIPALITY :::: ::::::: ::::: :::: :: :: ::::: ENGINEER:: ::::: ::::::: ::::::::: :::::::::: Mr. Patrick Malone ARCHITECT : :: : :: :: : : : : : : :::: : : :: : : : : :: : :: CON TRACTOR : : :::::: : :: : : : :: :: ::: : : :: PCL C755 rr.•rrrr••.•,ti .... r.•,tiv.•rrrr.• PRO]ECTADDRESS::: :: ::::.: :: South Boeing Access Rd to 154th Street - Seattle ffi Information To Build On .rgr,eerite • Clou....fd • >ti..rng SEATTLE DIVISION 24113 58TH AVE W MOUNTLAKE TERRACE, WA 98043 (425) 248-2400 • FAX (425) 248 -2401 ■ TACOMA DIVISION 10025 SO. TACOMA WAY, SUITE H1 TACOMA, WA 98499 (253) 589-1804 • FAX (253) 589 -2136 'This report Is provided for the Information of the client only. The reproduction of this report, by any method, and Its transmittal to a third party, by any means, except In lull, without the full permission of professional Santee Industdes, Inc., Is prohibited' 'This certification attests to the accuracy of the results obtained from the actual test performed and/or observations made within the defined scope of the work. Certification shall not be construed to represent an Inspection, approval or acceptance of other associated work or a warranty of design or workability of the specification requirements.' Certified Report by Professional Service Industries: TS - 98 -1 Deane. /l. Ramsdell NAME Date 0 PORTLAND DN1SION 8032 NO. CUTTER CIR. SUITE 480 PORTLAND, OR 97217 (503) 289-1778 • FAX (503) 289 -1918 CR 55391 ON OFF ST OT MILES TOTAL HOURS Augeu4r10, 2005 Z W 00 W= N U- W J N � 2 I- W Z Z H 11.1 ui U� 0— D 1— W LI O w 0 Z SAMPLE I.D. SIZE (IN.) AREA (SQ. IN.) DATE TESTED AGE AT TEST ULTIMATE STRENGTH CHECKED FRACTURE TYPE LBS. PSI A 4 X 8 12.42 07/14/05 2 26430 2130 CH D B 4 X 8 12.42 07/14/05 2 32910 2650 CH D C 4 X 8 12.42 07/15/05 3 38300 3080 DD C D 4 X 8 12.42 07/19/05 7 54000 4350 DO D E 4 X 8 12.42 08/09/05 28 67660 5450 DD D F 4 X 8 12.42 08/09/05 28 69770 5620 DD D SAMPLE AND TESTED IN ACCORDANCE TIME, TEMP. & WEATHER PROPORTIONS: LBS /CUBIC YARD TYPE OF CEMENT TRUCK POUR LOCATION WITH: FIELD SPECIMENS ASTM C -31 El 2:45 PM 72 ° F PARTLY DATE CAST /FLY SLUMP ASTM C -143 ® 12- Jul -05 SAMPLING ASTM C -172 MIXING PLANT AIR TEMP BREAK ASTM ASTM ASTM El C-231 IZI C -1064 0 C -39 II DESIGN STONEWAY STRENGTH 4000 NEO CAP ASTM C -1231 El SAMPLE TYPE ADMIXTURE WRDA 46.2 OTHER ASTM CYLINDERS CLOUDY CEMENT 650/119 C'SE AGG. 1700 FINE AGG. WATER ADDED ADMIXTURE AIR 1215 236 3.5 OZ ADMIXTURE 64 ADVA OZ 15.3 OZ I II CONC. TEMP. 539221 81 ° F SLUMP SLUMP 6 ins. AIR 6.8 % QUANTITY MIX# RECEIVED: 10 Cu. Yd. 406 TICKETA SUPER PLASTICIZED YES 6955 AND NOTES: DATE July 13, 2005 PSI ON SITE FOR CONCRETE PLACEMENT OF WALL #1 WALL PANEL FROM STATION 0 + 97 TO 1 + 22. THE CONCRETE AND CONCRETE PLACEMENT CONFORMS TO WSDOT STD PLAN D -1A NOTES AND TO THE MIX DESIGN SPECIFICATIONS. SEE PSI REPORT, FR 49413 FOR THE PANELS REINFORCING STEEL AND FORM WORK CONFORMANCE REPORT. EQUIPMENT IDENTIFICATION AND S /N #: COPIES TO INSPECTOR: DATE: :::::::::::::::::::::::::::::::::::::::::::n ITEMS:I APP O :::::::::::'•'•'• : :NONCON '. . :•:•:•:• 0..0C.T.EL1 T t, PLA ARE : : : ': :: :: :•'•'•': :: :: :: :: : :: : :::: CLIENT ENGINEER ARCHITECT CONTRACTOR BUILDING DEPT. SUPPLIER JOE ALLEN July 12, 2005 x x FIELD CONTACT: I DATE: O1MWN,C•:•:•:.::: E : :. CLINT f: : :: : :: : : :::::::: :::: PCL Construction Services, Inc. PROJECT:NO :: : : : :: :: : : :: :: :: : :: : :: : :: 742 -50124 DATE July 12, 2005 ADDR ATTENTION: ::: : : : :: :: :: :: P::O::N; : : : * : : : : : : ; : ::: :: ::: PROJECT::: :::::::::::::: 15405 SE 37th Street Suite 200 • EI P T NO : ::::: : : . : ::: •:•:•:':•:•: : : W.O. 74573 Bellevue, WA 98006 MUNICIPALITY: :: : :: :::::::: Mr. Patrick Malone ARCHITECT : : :::: :: : :::: :: : : : :::: : : : :. :•: CONTRACTOF : : : : :: :: :: :: :: : ::: : :.: : :: PRO:IECTADDRESS::::.::: :: :: PCL C755 South Boeing Access Rd to 154th Street - Seattle t ' Information 7b Build On Elkiffinste eng • Ce...ulrlrlg • Thwler a SEATTLE DIVISION 24113 58TH AVE W MOUNTLAKE TERRACE, WA 98043 (425) 248 -2400 • FAX (425) 248 -2401 ■ TACOMA DIVISION 10025 SO. TACOMA WAY, SUITE H1 TACOMA, WA 98499 (253) 589-1804 • FAX (253) 589.2136 CR 55394 PORTLAND DIVISION 6032 NO. CUTTER CIR. SUITE 480 PORTLAND, OR 97217 (503) 289 -1778 • FAX (503) 289-1918 This report is provided for the Information of the client only. The reproduction of this report, by any method, and its transmittal to a third party, by any means, except In full, without the full permission of Prolesslonal Service Industries, Inc., Is prohibited.' 'This certification attests to the accuracy of the results obtained from the actual test performed and/or observations made within the defined scope of the work. Certification shall not be construed to represent an Inspection, approval or acceptance of other associated work or a warranty of design or workability of the specification requirements.' Certified Report by Professional Service Industries: TS - 98 - Deanei7 Ratn4deU' NAME J. ALLEN Date , t4 4461r, ON OFF TOTAL HOURS ST OT MILES r 4 :afro, 2005 Z W it 2 O 0 N O W F- N WD Q LL Q to � = a f_ W Z = 0 Z • W 0 O N • I- W I— H IL. .. Z W • = O ~ Z SAMPLE I.D. SIZE (IN.) AREA (SQ. IN.) DATE TESTED AGE AT TEST ULTIMATE STRENGTH CHECKED FRACTURE TYPE LBS. PSI A 4 X 8 12.53 07/19/05 7 1850 150 DD B 8 4 X 8 12.53 08/09/05 28 99130 7910 DD E C 4 X 8 12.53 08/09/05 28 100460 8020 DO E D 4 X 8 12.53 HOLD H DISCARD SAMPLE AND TESTED FIELD SPECIMENS SLUMP SAMPLING AIR TEMP BREAK NEO CAP OTHER IN ACCORDANCE WITH: ASTM ASTM ASTM ASTM ASTM ASTM ASTM ASTM C -31 0 C -143 0 C -172 0 C -231 ❑ C -1064 0 C -39 0 C -1231 0 TIME, TEMP. & 1:00 PM 74 ° F DATE MIXING DESIGN SAMPLE CONCRETE WEATHER CLOUDY CAST 12- Jul -05 PLANT STONEWAY STRENGTH 5000 TYPE CYLINDERS PROPORTIONS: CEMENT/FLY C'SE AGG. FINE AGG. WATER ADDED ADMIXTURE ADMIXTURE ADMIXTURE SITE WRA RETARDER PER YARD 549/182 1874 LBS 1285 LBS 0 36.6 OZ 21.8 OZ N/A TYPE OF CEMENT I II CONC. TEMP. 80 ° F SLUMP 4 1/2 ins. AIR N/A % QUANTITY 5 Cu. Yd. TRUCK 420 TICKET /1 539121 SUPER PLASTICIZED SLUMP N/A MIX # 5894 POUR LOCATION AND NOTES: ALLOWABLE H = 0 DATE RECEIVED: July 13, 2005 PSI ON SITE BY REQUEST OF CLIENT REPRESENTATIVE FOR QUALITY CONTROL, SAMPLING AND TESTING OF 13 CUBIC YARDS OF CONCRETE PLACED BY PUMP INTO SOLIDER PILES 27, 26 FOR WALL 28. SAMPLE WAS OBTAINED FROM CHUTE FOR PLACEMENT AT PILE 26. INSPECTOR CAST 4 - 4" X 8" CYLINDERS FOR LAB TESTING. NOTE: TRUCK #404, TICKET #538980, QUANTITY 50 CUBIC YARDS REJECTED DUE TO TIME RESTRICTION. TIME BATCHED AT 9:10 AM REJECTED BY CHRIS WILLIAMS AT 12:00 PM. EQUIPMENT IDENTIFICATION AND SIN #: FTE 95038 / THERM. 742 -0041 COPIES TO INSPECTOR: I'i'PM: INS I=0 kj:t'0:: :• : :::::::::::::::: APPROVED P LAN S : A :::::: :::::::::::::::::::::::: : :::: . : : : : : : : : : : : : : : : : •••' : : : ::::::::::::::::::::: SKIP HANSON July 12, 2005 _ x r CLIENT ENGINEER ARCHITECT x CONTRACTOR BUILDING DEPT. SUPPLIER FIELD CONTACT: L DA TE: : CbNFORMIN ::: :: C.L{ ENT : : : :•. : : ::::::::::::::••••• PCL Construction Services, Inc. PROJECT:1NO :: ::: :::::::::::: :::: :: 742 -50124 DATE July 12, 2005 ADDRESS :::::: 15405 SE 37th Street Suite 200 PERMO:i ki :::::: :::::: : :::::: : : :::::: W.O. 74573 ... ::::::::::: ::::::::::::::::::::::::::::::: ATTENTION :: P:{ 3: :N0�::::•:•:•:• :::::::::::::::: ROJEcT: :: :: :: :: :::: :: : ::: Bellevue, WA 98006 MUNICIPAL' CTY:::::: : : : ::::: : ::: ::: , : . TOTAL HOURS ....ti :.v.•..titiv . rr.ti`ti ti . . ENGt4EER:: ::::::;:;: :. :• :- :;:;::::: Mr. Patrick Malone ARGHtTEGT : :: :: ::::::: :: :::::: :::::: CQM' TRACTOR ::::::::::::::::::::::::: PCL C755 PRO•,JECTADDRESS::: :::::::::: South Boeing Access Rd to 154th Street - Seattle S. HANSON 7:00 5:00 10 IT TOTAL HOURS y To Build On ■n • c n« . • Twang TS - 98 -1 SEATTLE DIVISION 24113 56TH AVE W MOUNTLAKE TERRACE, WA 98043 (425) 248.2400 • FAX (425) 248 -2401 Certified Report by Professional Service Industries: ■ TACOMA DIVISION 10025 SO. TACOMA WAY. SUITE H1 TACOMA, WA 98499 (253) 589-1804 • FAX (253) 589-2138 'This report is provided for the Information of the chant only. The reproduction of this report, by any method, and Its transmittal to a third party, by any means, except in full, without the full permission of Professional Service Industries, Inc., 13 prohibited' 'This ceNficaUon attests to the accuracy of the results obtained from the actual test performed and/or observations made within the defined scope of the work. Certification shall not be construed to represent an Inspection, approval or acceptance of other associated work or a warranty of design or workability of the specification requirements.' 17ean hf. ?6LYKSdeU' NAME C R 55426 PORTLAND DIVISION 6032 NO. CUTTER CIR. SUITE 480 PORTLAND, OR 97217 (503) 289.1778 • FAX (503) 289 -1918 ON OFF ST OT MILES Date Augeot 2005 Z ~ W re 6 LO w 0 W I— N u- W O 2 u Q rA� I W ZI H O Z W 0 O N O I— W I � O .. Z W — I O~ Z SAMPLE I.D. SIZE (IN.) AREA (SQ. IN.) DATE TESTED AGE AT TEST ULTIMATE STRENGTH CHECKED FRACTURE TYPE LBS. PSI A 4 X 8 12.49 07/15/05 2 31770 2540 DD A B 4 X 8 12.49 HOLD H 34490 2760 CH A C 4 X 8 - 12.49 07/20/05 7 47390 3790 DD D D 4 X 8 12.49 08/10/05 28 56840 4560 DD C E 4 X 8 12.49 8/10/2005 28 60130 4810 DD B F 4 X 8 12.49 HOLD H DISCARD SAMPLE AND TESTED IN ACCORDANCE TIME, TEMP. & WEATHER PROPORTIONS: LBS /CUBIC YARD TYPE OF CEMENT TRUCK POUR LOCATION WITH: FIELD SPECIMENS ASTM C -31 0 4:15 PM 74 ° F PARTLY DATE CAST /FLY SLUMP ASTM C -143 0 13- Jul -05 SAMPLING ASTM C -172 MIXING PLANT AIR TEMP BREAK ASTM ASTM ASTM Ea C -231 0 C -1064 Et C -39 CI DESIGN STONEWAY STRENGTH 4000 NEO CAP ASTM C -1231 0 SAMPLE TYPE ADMIXTURE WRDA 46.2 OTHER ASTM CYLINDERS CLOUDY CEMENT 650/120 C'SE AGG. 1694 FINE AGG. WATER ADDED ADMIXTURE AIR 1215 246 3.5 OZ ADMIXTURE 64 ADVA OZ 15.3 OZ I II CONC. TEMP. 4 539736 79 ° F SLUMP SLUMP 7 ins. AIR 6.9 % QUANTITY MIX # RECEIVED: 10 OF 20 Cu. Yd. 402 TICKET SUPER PLASTICIZED YES 6955 AND NOTES: DATE July 14, 2005 PSI ON SITE FOR CONCRETE PLACEMENT AND TESTING INSPECTION OF WALL #1 WALL PANEL FROM STATION 2 + 27 TO STATION 2 + 48. THE CONCRETE TESTING AND PLACEMENT CONFORMS TO WSDOT STD PLAN D -1A AND TO THE MIX DESIGN SPECIFICATIONS. SEE PSI REPORT. FR 49415 FOR THIS PANELS REINFORCING STEEL AND FORM WORK CONFORMANCE INSPECTION REPORT. EQUIPMENT IDENTIFICATION AND S /N #: COPIES TO INSPECTOR: DATE: :::::::::::::;:::;::::::::;:: :::::: ::::::::::::::: 1'1"00 :t APPROVED PLANS: A RE ::: :: • :::::::::::::: :::::::: : : :;:;:: CLIENT ENGINEER ARCHITECT CONTRACTOR BUILDING DEPT. SUPPLIER JOE ALLEN July 12, 2005 x x FIELD CONTACT: DATE: ::GOttiPORM).0 : :NQNCON :: :: : : ::: : ::: .. C L•IENT: ::: : : ::::::::.:.:.:: :::: PCL Construction Services, Inc. P..ROJECT:NO :: :: *:: :: : : :: : ::: ::: 742 -50124 DATE July 13, 2005 ADDRESO: : : : : : : : : :: :: :: ::::: ::' A•TTENTION::::::: :: : :::::: :::: P :.O: :NQ • ::: : :: :: ::::: :: :::: :: :::: P : : : : : :: : :. : :: : :::::: :: :: 15405 SE 37th Street Suite 200 P.ERM{T:N10 : :: :: :: :::::: :: :: :: :: :: :::: ::: w,0, 74591 Bellevue, WA 98006 .. ,,,•,•: r.•r.v�rn•.5•. rr.titivr. M UNICIPAL Rif:: : ::: : :: :: ::: : : : : ::: ENG1t a ft:: : : : ::: : : : :: :: :: :::::: : :: ::: : :: Mr. Patrick Malone ARtrF RtECT : :: :: : : :: :: :: :: : : :: :: :: :: :: :: :: COHTRAG '[Ofd: :: :: : : :: :: :: :: :: :: PCL C755 PROJECTADDRESS :: : : :: : :: : : :: South Boeing Access Rd to 154th Street - Seattle �' Information To Build On ■ i on• a h • oar.e o • Their. 'This report is provided for the Information of the dent only. The reproduction of this report, by any method, and Its transmittal to a third party, by any means, except in full, without the full permission of Professional Service Industries, Inc., Is prohibited.' 'This certification attests to the accuracy of the results obtained from the actual test performed andlor observations made w4thln the defined scope of the work. Certification shall not be construed to represent an Inspection, approval or acceptance of other associated work or a warranty of design or workability of the specification requirements.' TS - 98 -1 SEATTLE DNISION 24113 56TH AVE W MOUNTLAKE TERRACE, WA 98043 (425) 248 -2400 • FAX (425) 248 -2401 ■ TACOMA DIVISION 10025 SO. TACOMA WAY, SUITE HI TACOMA, WA 98499 (253) 589-1804 • FAX (253) 589 -2138 Certified Report by Professional Service Industries: Deane H. Ramsdell NAME Date CR 55395 PORTLAND DIVISION 6032 NO. CUTTER CIR. SUITE 480 PORTLAND, OR 97217 (503) 289 -1778 • FAX (503) 289 -1918 ON OFF ST OT August 10, 2005 MILES J. ALLEN TOTAL HOURS 2.5 Z • Z • W 6 00 NO N W LL- < co = W I — Ili I— O Z I— W U� O — O I— W H 0 Z W = 0 Z SAMPLE I.D. SIZE (IN.) AREA (SQ. IN.) DATE TESTED AGE AT TEST ULTIMATE STRENGTH CHECKED FRACTURE TYPE LBS. PSI A 4 X 8 12.54 08/05/05 7 36020 PCL South Boeing Access Rd to 154th Street - Seattle 2570 DD 0 B 4 X 8 12.54 08/05/05 28 C 4 X 8 12.54 08/26/05 28 D 4 X 8 12.54 HOLD H SAMPLE AND TESTED IN ACCORDANCE TIME, TEMP. & WEATHER PROPORTIONS: TYPE OF CEMENT TRUCK POUR LOCATION WITH: FIELD SPECIMENS ASTM C-31 0 10:20 AM 77 ° F DATE CAST SLUMP SAMPLING AIR ASTM ASTM ASTM C -143 ® C -172 El C -231 ❑ MIXING 29- Jul -05 PLANT 14 TEMP ASTM C -1064 0 DESIGN STRENGTH WATER ADDED 10 GALLONS BREAK ASTM C -39 El 5000 AT 28 NEO CAP ASTM C -1231 0 SAMPLE TYPE ADMIXTURE 100 224 OTHER ASTM 4 X 8 CEMENT 7270 C'SE AGG. FINE AGG. 18960 12240 ADMIXTURE WRDA 363 OZ ADMIXTURE XR OZ N/A I II CONC. TEMP. A 545263 82 ° F SLUMP SLUMP 6 1/2 ins. AIR N/A % QUANTITY MIX # RECEIVED: 40 Cu. Yd. 406 TICKET SUPER PLASTICIZED N/A 5894 AND NOTES: DATE MALCOLM PLACED 5.8 SK PCA MIX IN PILES 3 -18 AND 20 -25 FOR WALL 27 BY PUMP. EQUIPMENT IDENTIFICATION AND SIN #: COPIES TO INSPECTOR: DATE: ::: : : : : : : : : : : : :::::: ;: PLANS :ARE : : : : : ::. : .:.::::::: • • • : *. :. : : :: : : : : : : : : :.:.:.: CLIENT ENGINEER ARCHITECT CONTRACTOR BUILDING DEPT. SUPPLIER TONY DEAN July 29, 2005 AOVED: PPR x x FIELD CONTACT: I DATE: •••••• • • • :CONFORMING : MONNCONFQ ::':':;: Ea ::: ::......::::::....... C.L•IEN:T; :: :: PCL Construction Services, Inc. PROJECT: :NO : :::: :: :: :. :: ::....• :::;• 742 -50124 DATE July 29, 2005 ADDRES :: : : : : : : : :::::: . : • ATTE0'110N:::::::: ; : P #.0 JO:: : PRO : : : : : : : : : : : :. :. : :: :: : :: 15405 SE 37th Street Suite 200 PERMII NCB : : :. : : :. :. : : : :: : ; : :' : . .. . tivrr.•r.•.•.•. MUNjCjFAUTi /::: ::::: ::: :::::::::::: W.O. 74873 Bellevue, WA 98006 ENGINEER:: :: : : :: : : :: : : : : : : : : : : :: : : :: :: : :: Mr. Patrick Malone ARCHITECT :: : : : : : : : : : : : : : : : : :: : : : : : : :: : :: CONTRA 'CTOR::::::::::: :: :. :. :: :::: :: v .•r . - ♦� •. r..•. r. PROJECTADDRESS: :::::::::: PCL South Boeing Access Rd to 154th Street - Seattle C755 T. DEAN 7:00 3:30 8.5 K. LYNCH 7:00 11:00 4 M a Pry ; Information To Build On • Comm/Una • among SEATTLE DIVISION 24113 56TH AVE W MOUNTLAKE TERRACE, WA 98043 (425) 248 -2400 • FAX (425) 248.2401 'This report Is provided for the Information of the client only. The reproduction of this report, by any method, and Its transmittal to a third party, by any means, except In full, without the full permission of Professional Service Industries, Inc., Is prohibited.' *This certification attests to the accuracy of the results obtained from the actual test performed and/or observations made within the defined scope of the work. Certification shall not be construed to represent an Inspection, approval or acceptance of other associated work or a warranty of design or workability of the specification requirements.' Certified Report by Professional Service Industries: TS - 98 -1 ■ TACOMA DIVISION 10025 SO. TACOMA WAY, SUITE HI TACOMA, WA 98499 (253) 589 -1804 • FAX (253) 589-2136 NA ME CR 50193 PORTLAND DIVISION 8032 NO. CUTTER CIR. SUITE 480 PORTLAND, OR 97217 (503) 289-1778 • FAX (503) 289 -1918 ON OFF ST OT MILES TOTAL HOURS Date Z I I- 4-- Z et W 0 Wa CO J = N CO LL W 2 LL Q = a w Z = O Z ill U � ON C) ff WW tL. .. W = O E " Z SAMPLE I.D. SIZE (IN.) AREA (SQ. IN.) DATE TESTED AGE AT TEST ULTIMATE STRENGTH CHECKED FRACTURE TYPE LBS. PSI A 4 X 8 12.56 08/08/05 7 48240 3840 OD D B 4 X 8 12.56 08/29/05 28 C 4 X 8 12.56 08/29/05 28 D 4 X 8 12.56 HOLD H SAMPLE AND TESTED FIELD SPECIMENS SLUMP SAMPLING AIR TEMP BREAK NEO CAP OTHER IN ACCORDANCE WITH: ASTM ASTM ASTM ASTM ASTM ASTM ASTM ASTM C -31 El C -143 Iii C-172 0 C -231 ❑ C -1064 Ei C -39 IRI C-1231 IZI TIME, TEMP. & 8:30 AM 70 ° F DATE MIXING DESIGN SAMPLE WEATHER OVERCAST CAST 01 -Aug -05 PLANT STONEWAY STRENGTH 5000 TYPE CYLINDERS PROPORTIONS: CEMENT /FLY C'SE AGG. FINE AGG. WATER ADDED ADMIXTURE ADMIXTURE ADMIXTURE SITE WRA RETARDER PER YARD 543/181 1873 1273 10 GALLONS 36.3 OZ 21.9 OZ N/A TYPE OF CEMENT I II CONC. TEMP. 82 ° F SLUMP 6 1/2 ins. AIR N/A % QUANTITY 10 OF 50 Cu. Yd. TRUCK 416 TICKET A 545685 SUPER PLASTICIZED SLUMP N/A MIX # 5894 POUR LOCATION AND NOTES: ALLOWABLE SITE H2O = 48 GALLONS DATE RECEIVED: August 3, 2005 PSI ON SITE BY REQUEST OF CLIENT REPRESENTATIVE FOR QUALITY CONTROL, SAMPLING AND TESTING OF 50 CUBIC YARDS OF CONCRETE PLACED BY PUMP WALL 28 SOLIDER PILES 42 THROUGH 25. PILE 27 AND 19. SAMPLE WAS TAKEN FROM CHUTE FOR PLACEMENT AT PILE 42 AND 4 - 4" X 8" CYLINDERS WERE CAST FOR LAB TESTING. CYLINDERS WERE PLACED IN CURE BOX AND ARE TO REMAIN FOR 48 HOURS BEFORE TRANSFER TO PSI LAB. • EQUIPMENT IDENTIFICATION AND SIN #: FTE 95038 I THERM. 742 -0041 COPIES TO INSPECTOR: ( 1 DATE: :::::::;::::•:..... ::: ; ; :::::::::;::: : :::::::::::::::::::: :;:;:;:;: ITEMS :INSPECT T0 APPROVED PLANS: AR ::: :: : : : : : : :::: : ::::: ::::::: JOE ALLEN SKIP HANSON August 1, 2005 — x CLIENT ENGINEER ARCHITECT x CONTRACTOR BUILDING DEPT. SUPPLIER FIELD CONTACT: I f DATE: •:CQrN ORMII �1G::;:::: ONCONFORMIN CLIENT :: : ::: : :: :::::::::: PCL Construction Services, Inc. P. ROJECTNO : : : : : :: : : :: : :.:. :.:. :. :.:. 742 -50124 DATE August 1, 2005 W.O. 74908 ADD.RE3S:::::::::: ; : ATTENTION :::::::::. P4: :140; : : :; :::::::::::: PROJECT:: :: : : : :::;:;:; :: :; : : :: 15405 SE 37th Street Suite 200 PERMIT :NO : :: : :: : :::::: Bellevue, WA 98006 Mt1N1tIPALtTY :;:; : : : : : : :: :: : : : : :: :: :: :: EN :: :: : : :::: :::::::: Mr. Patrick Malone AFtCtii'F EG T :: : : :: : : :: : : : : : : : : : : :: :: : : : : : :: CONTRACTORi :: :: :: :: : : :: :: : : :: : : : : : :: PCL C755 PROJECTADDRESS::: :::::::: :: South Boeing Access Rd to 154th Street - Seattle V ityfi l Information To Build On ernon•whi • Co..sditrvg • 1ti.en>o SEATTLE DIVISION 24113 56TH AVE W MOUNTLAKE TERRACE, WA 98043 (425) 248 -2400 • FAX (425) 248-2401 . TACOMA DIVISION 10025 SO. TACOMA WAY, SUITE H1 TACOMA, WA 98499 (253) 589-1804 • FAX (253) 589.2138 'This report is provided for the Information of the client only. The reproduction of this report, by any method, and Its transmittal to a third party, by any means, except In lull, without the full permission of Professional Service Industries, Inc., is prohibited' •This certification attests to the accuracy of the results obtained from the actual test performed arrdlor observations made within the defined scope of • the work. Certification shall not be construed to represent an Inspection, approval or acceptance of other associated work or a warranty of design or workability of the specification requirements.. Certified Report by Professional Service Industries: TS - 98 -1 NAME S. HANSON J. ALLEN TOTAL HOURS l 3 3 Date CR.. 55720 PORTLAND DIVISION 6032 NO. CUTTER CIR. SUITE 480 PORTLAND, OR 97217 (503) 289.1778 • FAX (503) 289 -1918 ON OFF ST OT MILES SAMPLE 1.0. SIZE (IN.) AREA (SQ. IN.) DATE TESTED AGE AT TEST ULTIMATE STRENGTH CHECKED FRACTURE TYPE LBS. rWr h rr .Y, r r4 ,i +.. , MUNICIPALITII ::: : :: : : :::: ::::::.:: PSI A 4 X 8 12.56 07/26/05 7 64020 6100 OD D B 4 X 8 12.56 08/09105 21 FC 73810 6880 DD D C 4 X 8 12.56 08/09/05 21 FC 75350 6000 DD D D 4 X 8 12.56 08/16/05 28 E 4 X 8 12.56 08/16/05 28 F 4 X 8 12.56 HOLD H SAMPLE AND TESTED IN ACCORDANCE TIME, TEMP. Sr WEATHER PROPORTIONS: TYPE OF CEMENT TRUCK POUR LOCATION WITH: FIELD SPECIMENS ASTM C -31 El N/A DATE CAST SLUMP ASTM C -143 ® 18- Jul -05 SAMPLING ASTM C -172 MIXING PLANT AIR ASTM 0 C -231 ❑ STONEWAY TEMP ASTM C -1084 0 DESIGN STRENGTH WATER ADDED 302 BREAK ASTM C -39 IZI 5000 NEO CAP ASTM C -1231 El SAMPLE TYPE ADMIXTURE 100 23.4 OTHER ASTM CYLINDERS CEMENT/FLY 601/180 C'SE AGG. 600 FINE AGG. 1236 ADMIXTURE WRA 39 OZ ADMIXTURE XR OZ N/A I II CONC. TEMP. 4 541615 83 ° F SLUMP SLUMP 8 1/2 ins. AIR N/A % QUANTITY MIX # RECEIVED: 73 OF 155 Cu. Yd. 432 TICKET SUPER PLASTICIZED NO CL4KP AND NOTES: DATE July 21, 2005 THIS REPORT IS CONTINUED FROM CR 55623. SEE FR 49423 FOR THE E02 SHAFT REINFORCING STEEL REPORT. EQUIPMENT IDENTIFICATION AND SIN #: COPIES TO INSPECTOR: T DATE: • :::::::: :.::::::::::::: :::: ::: :: : : ::•: ITEMS : INS ?EC.T.ED TO :::: :::::::::::::::::::::::: • APPROVED : PLANS: ARE : ::::: ::::::::::::::::::::::: :: :::: :• : : ::: : ::;::::;::• • : • :::: CLIENT ENGINEER ARCHITECT CONTRACTOR BUILDING DEPT. BOB WARNER JOE ALLEN July 19, 2005 x x FIELD CONTACT: I DATE: ` _SUPPLIER •• :•:::CORM1 NG;:;:;:::;: O{ZP : :N ::: ::...... ::.:.:....... . C.L• IEN:T::: :: : ::;:; ;:: ; ;:::;:;:; : PCL Construction Services, Inc. P.ROJECT :NO : : :: : : ::: : ::: ::::.:: 742 -50124 DATE July 19, 2005 ADDR : ATTENTION:: :: :•:•••• ::::::::: ............ ............ ........... P43.::" • ... * :::::::::::::: PROJECT ::::::::::::::::::: :: :: 15405 SE 37th Street Suite 200 P. ERMR: No: : : : : :::: : : ::. : ::::: : '.Y.' D04 -420 W.O. 74666 Bellevue, WA 98006 rWr h rr .Y, r r4 ,i +.. , MUNICIPALITII ::: : :: : : :::: ::::::.:: Mr. Patrick Malone ARCHI' tECT ::: ::::::: :::::::::: ::::: : ::: CtNttRAC!OR : :::: : :: : : ;: : : :: :: • PCL C755 4 vrr . PROJECTADDRES : ::: ::: South Boeing Access Rd to 154th Street - Seattle 1p:M Information To Build On ffn ene.m r • co..•umr. • >frr.dig SEATTLE DIVISION 24113 58TH AVE W MOUNTLAKE TERRACE, WA 98043 (425) 248.2400 • FAX (425) 248-2401 'This report Is provided for the information of the client only. The reproduction of this report, by any method, and Its transmittal to a third party, by any means. except In full, without the full permission of Professional Service Industries, Inc.. Is prohibited.' 'This certification attests to the accuracy of the results obtained from the actual test performed and/or observations made within the defined scope of the work. Certification shall not be construed to represent an Inspection, approval or acceptance of other associated work or warranty of design or workability of the specification requirements.' Certified Report by Professional Service Industries: TS - 98 -1 ■ TACOMA DIVISION 10025 SO, TACOMA WAY, SUITE H1 TACOMA, WA 98499 (253) 589.1804 • FAX (253) 589-2138 trn NAME Date CR 55624 ED PORTLAND DIVISION 8032 NO. CUTTER CIR. SUITE 480 PORTLAND, OR 97217 (503) 289-1778 • FAX (503) 289.1918 ON OFF ST OT MILES TOTAL HOURS '4 on ^;,,,,,, r ...�..... •..,, • ,, SAMPLE I.D. SIZE (IN.) AREA (SQ. IN,) DATE TESTED AGE AT TEST ULTIMATE STRENGTH CHECKED FRACTURE TYPE LBS. PSI A 4 X 8 12.56 07/26/05 7 65150 5190 DD D B 4 X 8 12.56 08/09105 21 FC 75910 6040 DD D C 4 X 8 12.56 08/09/05 21 FC 72040 6740 OD 0 D 4 X 8 12.56 08/16/05 28 E 4 X 8 12.56 08/16/05 28 F 4 X 8 12.56 HOLD H SAMPLE AND TESTED FIELD SPECIMENS SLUMP SAMPLING AIR TEMP BREAK NEO CAP OTHER IN ACCORDANCE WITH: ASTM ASTM ASTM ASTM ASTM ASTM ASTM ASTM C -31 0 C -143 0 C -172 0 C -231 ❑ C -1064 0 C -39 0 C -1231 0 TIME, TEMP. & 11:00 AM 73 ° F DATE MIXING DESIGN SAMPLE WEATHER CLEAR CAST 18- Jul -05 PLANT STONEWAY STRENGTH 5000 TYPE CYLINDERS PROPORTIONS: CEMENT/FLY C'SE AGG. FINE AGG. WATER ADDED ADMIXTURE ADMIXTURE ADMIXTURE 100 XR WRA 604/181 1548 1208 268 23.6 OZ 39 OZ N/A TYPE OF CEMENT I II CONC. TEMP. 82 ° F SLUMP 9 ins. AIR NIA % QUANTITY 22 OF 155 Cu. Yd. TRUCK 449 TICKET A 541513 SUPER PLASTICIZED SLUMP NO MIX # CL4KP POUR LOCATION AND NOTES: DATE RECEIVED: July 21, 2005 PSI ON SITE FOR SHAFT E02 CONCRETE TESTING. THE CONCRETE CONFORMS TO THE MIX DESIGN SPECIFICATIONS AND TO JOB SPECIFICATIONS STD 03300 PART 3.06. THIS REPORT IS CONTINUED ON CR 55623. EQUIPMENT IDENTIFICATION AND SIN #: COPIES TO INSPECTOR: l DATE: :;::;:::::::;::::; ::: I TEM S ; IN. SP T,. O :: ::::::::::::::::::::: :::::::: APPRO PLANS: ARE: :::::: : : : : : :. :. : : :.:.: :: :: ::::::;: BOB WARNER JOE ALLEN July 19, 2005 x CLIENT ENGINEER ARCHITECT x CONTRACTOR BUILDING DEPT. SUPPLIER FIELD CONTACLJ I DATE: : : : : :': ;: NONCON ::: ......:::::....... C. IJ EN :T ::: : : : : : :: :: :: :; :: :: :: :: :: ::: PCL Construction Services, Inc. PROJECT: NO : :: : : : :: : :: :: :: :: :: :: :: ::: 742 -50124 DATE July 19, 2005 . ADDR ES ':' ; :: , . • , . , • , , , ; A FTENTICIN . Poi. :: N Q ::. : .:.:. :::::::::: • PROJE : :: : :: : ::::: ::: :: 15405 SE 37th Street Suite 200 P. :NO. : :: :: :: : : :: :: :: ::.::: ::: 004 -420 W.O. 74666 Bellevue, WA 98006 r ERMIT r •r.ti'r.•.v.•.•.v,vrr.•.ti•.•r.•r MUNICIPALITY : : :: : : :......::::: TOTAL HOURS l Patrick Malone ARCHtTEC• T :: : : ::::: :: : : :: : :: : : ::: :: : :.... CONTRACTOt :::: : : :i :: :::: PCL C755 PROJECTADDRESS: :r:•: : :: South Boeing Access Rd to 154th Street - Seattle J. ALLEN 5 B. WARNER _ 5 TOTAL HOURS l �; Information To Build On Ilbrylne Mi,. • Con.idIlrp • 7i El SEATTLE DIVISION 24113 58TH AVE W MOUNTLAKE TERRACE, WA 98043 (425) 248-2400 • FAX (425) 248.2401 . TACOMA DIVISION 10025 SO. TACOMA WAY, SUITE H1 TACOMA, WA 98199 (253) 589.1804 • FAX (253) 589 -2136 'This report Is provided for the Information of the client only. The reproduction of this report, by any method, and Its transmittal to a third party, by any means, except in full, without the lull permission of Professional Service Industries, Inc., Is prohibited' 'This certification attests to the accuracy of the results obtained from the actual test performed and/or observations made within the defined scope of the work. Certification shall not be construed to represent an Inspection, approval or acceptance of other associated work or a warranty of design or workability of the specification requirements.' Certified Report by Professional Service Industries: TS - 98-1 NAME CR 55623 El PORTLAND DIVISION 8032 NO. CUTTER CIR. SUITE 480 PORTLAND, OR 97217 (503) 289-1778 • FAX (503) 289 -1918 ON OFF ST Date u+ ^ "�`...' f it, ih� . r.• r�c- �„�1•nc.._.•...�. y „ - . OT MILES Z W 6 DC � U O � J • LL. W 0 2 J tL N Z W Z �- I-- O Z U O — O I— WW O Z W = O~ Z SAMPLE I.D. SIZE (IN.) AREA (SQ. IN.) DATE TESTED AGE AT TEST ULTIMATE STRENGTH CHECKED FRACTURE TYPE LBS. PSI A 4 X 8 12.54 07/28/05 7 58490 4660 DD C B 4 X 8 12.54 08/09/05 19 FC 74050 5910 DD B C 4 X 8 12.54 08/09/05 19 FC 71370 5690 DD D D 4 X 8 12.54 08/18/05 28 E 4 X 8 12.54 08/18/05 28 F 4 X 8 12.54 HOLD H SAMPLE AND TESTED IN ACCORDANCE TIME, TEMP. 8 WEATHER PROPORTIONS: LBS /CUBIC YARD TYPE OF CEMENT TRUCK POUR LOCATION WITH: FIELD SPECIMENS ASTM C -31 El 12:00 PM 70 ° F CLEAR DATE CAST SLUMP ASTM C-143 0 21- Jul -05 SAMPLING ASTM C -172 MIXING PLANT AIR TEMP BREAK ASTM ASTM ASTM El C -231 ❑ C -1064 EI C -39 El DESIGN STONEWAY STRENGTH 5000 NEO CAP ASTM C -1231 El SAMPLE TYPE ADMIXTURE 100 23.4 OTHER ASTM CYLINDERS CEMENT 600/181 C'SE AGG. 1602 FINE AGG. WATER ADDED ADMIXTURE WRA 1251 208 39 OZ ADMIXTURE XR N/A I II CONC. TEMP. 542446 82 ° F SLUMP SLUMP 9 ins. AIR N/A % QUANTITY MIX # RECEIVED: 120 Cu. Yd. 403 TICKET* SUPER PLASTICIZED N/A CL4KP AND NOTES: DATE July 25, 2005 THIS REPORT IS CONTINUED FROM CR 55628. THE TRUCKS DELIVERING 40 -50 -60 CUBIC YARDS WERE PLACED BEFORE TRUCKS DELIVERING 10 -20 -30 CUBIC YARDS DUE TO ARRIVAL TIMES. EQUIPMENT IDENTIFICATION AND S /N #: COPIES TO INSPECTOR: I I DATE: ::::::::::::::::::::: ITEMS: INSPECT APPROVED : : ::CONfidRMWG :NoNCOiN :::::: ::::::::::::: :::::::; : ::::: : :... ED: T. : PLANS' A .. . • ::::: • CLIENT ENGINEER ARCHITECT CONTRACTOR BUILDING DEPT. SUPPLIER SKIP HANSON JOE ALLEN July 21, 2005 x x —� FIELD CONTACT: I DATE: MINE ::: :. GL• IEN :T: :: : : :: : : :: ::::::::::::::: PCL Construction Services, Inc. PROJECT:NO : : :: : ::::::::: ; :: 742 -50124 DATE July 21, 2005 ADDR: : ::: : :::::: ATTENTION :::::: : :::: ::::::::: ........ ................. P: O: :NQ: : :::::::::: : : : : :: :::: :::... PROJECT:: : : :: : :::: :::::: :: 15405 SE 37th Street Suite 200 PERMIT: N0 ::::::: : : : : :::::::::......: W.O. 74721 Bellevue, WA 98006 r• rr.ti r..v.v. r... ,ti • r.•.•. MUNICIPA LITY : :: : : vr : : : : : : : ::::..::::::: :: Mr. Patrick Malone ARCHITE :: :: : : :: : :: ::: : ::: :: : : : ::: CONTRACTOR ::::: :::: ::: : :::: :: PCL C755 PRO•WECTADDRESS:: : : ::::::::: South Boeing Access Rd to 154th Street - Seattle ± ' Information 7b Build On ...mks• • Cen uili.g • Manny ❑ SEATTLE DIVISION 24113 56TH AVE W MOUNTLAKE TERRACE, WA 98043 (425) 248 -2400 • FAX (425) 248.2401 . TACOMA DIVISION 10025 SO. TACOMA WAY, SUITE H1 TACOMA, WA 98499 (253) 589 -1804' FAX (253) 589.2136 'This report Is provided for the Information of the client only. The reproduction of this report, by any method, and its transmittal to a third party, by any means, except In full, without the lull permission of Professional Service Industries, Inc., Is prohibited 'This certification attests to the accuracy of the results obtained from the actual test performed and/or observations made within the dented scope of the work. Certification shall not be construed to represent an Inspection, approval or acceptance of other associated work or a warranty of design or workability of the specification requirements.' Certified Report by Professional Service Industries: TS - 98-1 d' fti CA; NAME Date CR 55629 ❑ PORTLAND DIVISION 8032 NO. CUTTER CIR. SUITE 480 PORTLAND, OR 97217 (503) 289.1778• FAX (503) 289 -1918 ON OFF ST OT ytyq Tnwl`,i0.•w r: 4. r. z� ..r�.';�..: ;.: n- s,+°,: .,;,. -.,... ... MILES TOTAL HOURS SAMPLE I.D. SIZE (IN.) AREA (SQ. IN.) DATE TESTED AGE AT TEST ULTIMATE STRENGTH CHECKED FRACTURE TYPE LBS. PSI A 4 X 8 12,54 07/28/05 7 56790 4530 DD D B 4 X 8 12.54 08/09/05 19 FC 75810 6050 DD D C 4 X 8 12.54 08/09/05 19 FC 72800 5810 DD D D 4 X 8 12.54 08/18/05 28 E 4 X 8 12.54 08/18/05 28 F 4 X 8 12.54 HOLD H SAMPLE AND TESTED IN ACCORDANCE TIME, TEMP. & WEATHER PROPORTIONS: LBS /CUBIC YARD TYPE OF CEMENT TRUCK POUR LOCATION WITH: FIELD SPECIMENS ASTM C -31 0 10:30 AM 68 ° F CLEAR DATE CAST SLUMP ASTM C -143 ED 21- Jul -05 SAMPLING ASTM C-172 MIXING PLANT AIR TEMP BREAK ASTM ASTM ASTM 0 C -231 ❑ C -1064 El C -39 0 DESIGN STONEWAY STRENGTH 5000 NEO CAP ASTM C -1231 El SAMPLE TYPE ADMIXTURE WRA 39 OTHER ASTM CYLINDERS CEMENT 600/181 C'SE AGG. 1548 FINE AGG. WATER ADDED ADMIXTURE 100 XR 1207 284 24 OZ ADMIXTURE OZ N/A I II CONC. TEMP. 542352 82 ° F SLUMP SLUMP 8 1/2 ins. AIR N/A % QUANTITY MIX# RECEIVED: 30 Cu. Yd. 335 TICKET SUPER PLASTICIZED NO CL4KP AND NOTES: DATE July 25, 2005 PSI ON SITE FOR CONCRETE TESTING OF CONCRETE PLACED IN THE E01 SHAFT. THE CONCRETE CONFORMS TO THE MIX DESIGN SPECIFICATIONS AND TO JOB SPECIFICATION SECTION 02465 PARTS 3.06 AS APPLICABLE. THIS REPORT IS CONTINUED ON CR 55629. EQUIPMENT IDENTIFICATION AND SIN #: COPIES TO INSPECTOR: J I DATE: ::::::::>:::::::::::::::::::::::::: :::: :: :: ::::: :::::::::5:::: • ITEMS: INSPEC' i• RD: T. O: '':' :::::::: :::::::::::: ::::::::::' APPROVED:PLANS:AR6 : : : :: :: : : : :. :.: :::::::: :::::::: :•:•:•:•:.:. :•:.::: :: :: :: : ::: : :... •. CLIENT ENGINEER ARCHITECT CONTRACTOR BUILDING DEPT. SKIP HANSON JOE ALLEN July 21, 2005 x x FIELD CONTACT: I DATE: .: : ;{1F : NO NCONFQRMING l.iki frtiG:::::::: ____SUPPLIER :::• :.......:::. C CIEN :T: :: : : ::;::: :: : : ::::::: : :::::: PCL Construction Services, Inc. PROJECT :ENO: : : :: : : ::::: :: : : :: ::: 742 -50124 DATE July 21, 2005 ADDRESS :: : :: : ::: : : ::: ATTENTION : : :::::: :::::::::: P:: 0 4..... :::: : : : : : :::::::::• PROJECT::::::_ ::::::::::::::::: 15405 SE 37th Street Suite 200 P. ERMfT: NO: :: :: ::: :::::• ::::::::::::: •. •r. •• r.•.ti•.•.�•.,ti•.•.•.�r. D04 -420 W.O. 74721 Bellevue, WA 98006 .ti• r. MUNICIPAL, KLI T1 /: :; :;:; :;: :::• : :;::::::; : Mr. Patrick Malone ARCHI' fECT :: :::: :: :: :::::::::: :::: :::::: CONTRACTOR : : :: : :: : : :: : : : : : :: :• PCL C755 PRO.]ECTADDRESS:: : : : :: :: : South Boeing Access Rd to 154th Street - Seattle [WWII Information To Build On linvImmteing • Csou uldbeg • ?beam ❑ SEATTLE DIVISION 24113 58TH AVE W MOUNTLAKE TERRACE, WA 98043 (425) 248-2400 • FAX (425) 248 -2401 This report Is provided for the information of the client only. The reproduction of this report, by any method, and Its transmittal to a third party, by any means, except In full, without the full permission of Professional Service Industries, Inc., is proNbited' 'This certification attests to the accuracy of the results obtained from the actual test performed and/or observations made within the defined scope of the work. Certification shall not be construed to represent an Inspection, approval or acceptance of other associated work or a warranty of design or workability of the specification requirements.* Certified Report by Professional Service Industries: TS - 98 -1 ■ TACOMA DIVISION 10025 SO. TACOMA WAY, SUITE H1 TACOMA, WA 98499 (253) 589-1804 • FAX (253) 589.2138 (2 urf'yP. p. NAME CR 55628 ❑ PORTLAND DIVISION 6032 NO. CUTTER CIR. SUITE 480 PORTLAND, OR 97217 (503) 289 -1778 • FAX (503) 289 -1918 ON OFF ST J. ALLEN TOTAL HOURS 5.5 Date �T`,T +� Y \nws•..n.- ,'irv•tY';;•yp ro!';yxp••n�C..4 rv� •ury�.:.lw.rae...,n OT MILES Z ,, • Z re W QQ � J U O 0 CO 11.1 J l— W O Q 2 Q LLQ I H = Z l.. I- O ZI- • W U 0 ON C) l-- W W H u O 2E W U= O~ z SAMPLE I.D. SIZE (IN.) AREA (SQ. IN.) DATE TESTED AGE AT TEST ULTIMATE STRENGTH CHECKED FRACTURE TYPE LBS. PSI A 4 X 8 12.55 08/09/05 7 1690 130 DD E B 4 X 8 12.55 08/30/05 28 C 4 X 8 12.55 08/30/05 28 D 4 X 8 12.55 HOLD H SAMPLE AND TESTED IN ACCORDANCE TIME, TEMP. & WEATHER PROPORTIONS: LBS /CUBIC YARD TYPE OF CEMENT TRUCK POUR LOCATION WITH: FIELD SPECIMENS ASTM C -31 0 4:30 PM 74 ° F CLEAR DATE CAST SLUMP ASTM C -143 0 02- Aug -05 SAMPLING ASTM C -172 MIXING PLANT AIR TEMP BREAK ASTM ASTM ASTM 0 C -231 ❑ C-1064 0 C49 0 DESIGN STONEWAY STRENGTH 5000 NEO CAP ASTM C -1231 El SAMPLE TYPE ADMIXTURE 100 21.8 OTHER ASTM CYLINDERS CEMENT 543/182 C'SE AGG. 1857 FINE AGG. WATER ADDED ADMIXTURE WRDA 64 1198 255 36.3 OZ ADMIXTURE XR OZ N/A I II CONC. TEMP. A 546456 84 ° F SLUMP SLUMP 7 1/2 ins. AIR N/A % QUANTITY MIX # RECEIVED: 10 Cu. Yd. 410 TICKET SUPER PLASTICIZED NO 5894 AND NOTES: DATE August 4, 2005 DRILLING CONTRACTOR RE- SCHEDULED TODAY'S CANCELLED PLACEMENT AT APPROXIMATELY 3:30. THE CONCRETE CONFORMED TO THE MIX DESIGN SPECIFICATIONS. THE CONCRETE WAS PLACED IN WALL 28 SOLIDER PILE 26. EQUIPMENT IDENTIFICATION AND S /N #: COPIES TO INSPECTOR: I DATE: :::. . : ::::: :::::: : :::....,':: ' ;• ::: :::::::::::;:::: EC1'ED:mO: : :.: :::::::::::::: PLANS ARE :::::::: :.:. :. :..: .: :•'•:•.:.: A RCHITECT 0-ft. CLIENT ENGINEER CONTRACTOR BUILDING DEPT. SUPPLIER JOE ALLEN August 2, 2005 ITEMS IN APPROVED x x FIELD CONTACT: DATE: •:.:.:.: . :. :.:.:. NOT AVAILABLE :CO, � ONCON CLIENT :: :: :; ::: ; : ; :: ; ; : PCL Construction Services, Inc. PROJECT:NO : :: :: : : :: :: :: : : : ::: :: :: ::: 742 -50124 DATE August 2, 2005 ;ADDRE ::::::::::: ... , ..... : • ATTENTION : : ::• :. ; :: ; : ; P;:O: NQ :::::::::::::: PROJECT : :: : :::: :::::::: 15405 SE 37th Street Suite 200 PERMIT: NO: :.:.: :: :: :::: ::: ::: D04-2 W.O. 74940 Bellevue, WA 98006 MUNICIPALITY : ::• :• ::::::::::::::::::::: Mr. Patrick Malone ARCHITECT : : : : : : : : : : : : : : :: :: :: : : ;: :: :: ::: C : : : : :.:.:. :.: .:::: •r. PCL C755 r.� rrr tititi'.titi PROJECTADDRES3: :: ::•: South Boeing Access Rd to 154th Street - Seattle � ' Information To Build On • canosime • Tg SEATTLE DIVISION 24113 56TH AVE W MOUNTLAKE TERRACE, WA 98043 (425) 248 -2400 • FAX (425) 248-2401 . TACOMA DIVISION 10025 SO. TACOMA WAY, SUITE H1 TACOMA, WA 98499 (253) 589-1804 ' FAX (253) 589.2136 'This report Is provided for the information of the client only. The reproduction of this report, by any method, and Its transmittal to a third party, by any means, except In full, without the full permission or Professional Service Industries, Inc., Is prohibited.' 'This certification attests to the accuracy of the results obtained from the actual test performed and/or observations made within the defined scope of the work. Certification shall not be construed to represent an Inspection, approval or acceptance of other associated work or a warranty of design or workability of the specification requirements.' Certified Report by Professional Service Industries: TS - 98 - 1 NAME J. ALLEN TOTAL HOURS 2 Date C R 55642 E3 PORTLAND DIVISION 8032 NO. CUTTER CIR. SUITE 480 PORTLAND, OR 97217 (503) 289.1778 • FAX (503) 289 -1918 ON OFF ST OT MILES Z Q• W J 00 N W J • u_ W 2 L1 d F- =W _ H 0 z F- U O — CI F- W W N u. r6 .- W co 0 z SAMPLE I.D. SIZE (IN.) AREA (SQ. IN.) DATE TESTED AGE AT TEST ULTIMATE STRENGTH CHECKED FRACTURE TYPE LBS. PSI 1A 4" X 8" 12.57. 7/8/2005 7 51000 4060 KV 4 B 4" X 8" 12.57 7/29/2005 28 70000 5570 KV 4 C 4" X 8" 12.57 7/29/2005 28 695000 5530 KV 4 D 4" X 8" WC H DISCARDED SAMPLE AND TESTED IN ACCORDANCE TIME, TEMP. & WEATHER PROPORTIONS: TYPE OF CEMENT TRUCK POUR LOCATION WITH: FIELD SPECIMENS ASTM C -31 0 11:50/62 OVERCAST DATE CAST 105 SLUMP ASTM C -143 0 1- Jul -05 SAMPLING ASTM C -172 MIXING PLANT AIR TEMP BREAK ASTM ASTM ASTM EI C -231 ❑ C -1064 0 C -39 0 DESIGN GLACIER NW STRENGTH 3000@28 NW CAP ASTM C -1231 0 SAMPLE TYPE ADMIXTURE NA OTHER ASTM CYL CEMENT FLYASH 385 C'SE AGG. 3/4" -2000 FINE AGG. WATER ADDED ADMIXTURE WRA BS -1375 250 140Z ADMIXTURE NA I II CONC. TEMP. 696664 74° SLUMP SLUMP 3 3/4" ins. AIR NA % QUANTITY MIX # RECEIVED: 9 1/2 Cu. Yd. 17 TICKET* SUPER PLASTICIZED NA 3181 AND NOTES: DATE July 8, 2005 INSPECTED REINFORCING STEEL AND WITNESSED PUMP CONCRETE PLACEMENT FOR EXTERIOR PERIMETER WALL FOOTINGS FOR RETAIL CENTER. CONCRETE CONSOLIDATED BY MECHANICAL VIBRATOR. REINFORCING STEEL AND CONCRETE IN ACCORDANCE WITH APPROVED PLANS TO THE BEST OF MY KNOWLEDGE. EQUIPMENT IDENTIFICATION AND S /N #: 89107 CAL 712 -15C COPIES TO INSPECTOR: I DATE: • ::::::::::::::::::::: :::::::::::::::::::::::::: IT EMS: RJ. 9P .......... ............................... APP. ROVED: ECTELI T a::::: PLANS :ARE: : :: ::::::::::::::::::: . . . . . . X .: :::::::::::::::::: CLIENT ENGINEER ARCHITECT CONTRACTOR BUILDING DEPT. SUPPLIER S. SCHWEYEN July 1, 2005 �— ^w FIELD CONTACT: DATE: ::; : : : : :C ONFORMING;::::::::: ONCONFOR MjN . :::::::::::::::::: • CLIEN:T ::::::::::::::::::::: Gramor Development PROJECT: NO:; :: :::::'::':::: 712 -50058 DATE July 1, 2005 ADDR : ::::::::::::::::::: 1133 164th St SW #107 PERMIT:.NO:::;:; ;:;:::::;:;:::::::: D04 -412 W.O. 68559 : Lynnwood, WA 98037 MONIClPAI: ItTY : : :S ::::::::::::::::::::: Tukwila ENGINEER... ...::::: :::::::: ::: :::::: :::::: Dibble ATTENTION :::::::::::::::::• o Shelest ARCHITEC T:::::::::::::::::::::::::::: Connell Design Group P :. O: :Na :: :::• CONTRACTOR Redhawk PROJECT :: Interurban Retail PROIECTADDRESS::::::::::::: 13038 Interurban Ave. lif±: 171Information ToBuild On lingineering • aon...r+c ing • Moony TS - 98 -1 sm SEATTLE DIVISION 24113 56TH AVE W. MOUNTLAKE TERRACE, WA 98043 (425) 248.2400 • FAX (425) 248.2401 Certified Report by Professional Service Industries: TACOMA DIVISION M 10025 SO. TACOMA WAYD MUNITY TACOMA, WA 98499 OP MENT (253) 589 -1804 • FAX (253) 589.2136 RYAN GOULD COMPRESSION TEST RESULTS *This report is provided for the Information of the chant only. The reproduction of this report, by any method, and its transmittal to a third party, by any means, except in full, without the full permission of Professional Service Industries, Inc., is prohibited.* *This certification attests to the accuracy of the results obtained from the actual test performed and/or observations made within the defined scope of the work. Certification shall not be construed to represent an inspection, approval or acceptance of other associated work or a warranty at design or workability of the specification requirements.* SJr=.': r ;iL'6:i.t4r.::cc,atvs�Jwr.. RECEIVED AUG 08 2005 NAME CR 23912 PORTLAND DIVISION 6032 NO. CUTTER CIR. SUITE 480 PORTLAND, OR 97217 (503) 289.1778 • FAX (503) 289.1918 ON OFF ST OT MILES 900 130 TOTAL HOURS 4.5 Date i•�4158Y•� J!?'?hh August 1, 2005 ' kM .91 J V.itt!ttr. SAMPLE I.D. SIZE (IN.) AREA (SQ. IN.) DATE TESTED AGE AT TEST ULTIMATE STRENGTH CHECKED FRACTURE TYPE LBS. PSI 1A 4" X 8" 12.57 7/14/2005 7 50500 4020 KV 4 B 4" X 8" 8/4/2005 28 C 4" X 8" 8/4/2005 28 D 4" X 8" WC H SAMPLE AND TESTED IN ACCORDANCE TIME, TEMP. & WEATHER PROPORTIONS: TYPE OF CEMENT TRUCK POUR LOCATION WITH: FIELD SPECIMENS SLUMP SAMPLING AIR TEMP BREAK ASTM ASTM ASTM ASTM ASTM ASTM C -31 l C -143 El C -172 El C -231 ❑ C -1064 El C -39 1E1 1:10/72 DATE MIXING DESIGN PT CLOUDY CAST 7- Jul -05 PLANT GLACIER NW STRENGTH 3000 NEO CAP ASTM C -1231 El SAMPLE TYPE ADMIXTURE NA OTHER ASTM CYL CEMENT C'SE AGG. FINE AGG. WATER ADDED ADMIXTURE FLYASH105 WRA 385 3/4" - 2000 BS - 1375 250 /ADD 10 140Z ADMIXTURE NA I II CONC. TEMP. 696940 76 SLUMP SLUMP 5" Ins. AIR NA % QUANTITY MIX # RECEIVED: 9.50F29 Cu. Yd. 33 TICKET* SUPER PLASTICIZED NA 3181 AND NOTES: DATE July 8, 2005 INSPECTED REINFORCING STEEL FOR EXTERIOR PERIMETER BUILDING STEM WALLS AND INTERIOR COLUMN FOOTINGS FOR RETAIL CENTER BUILDING. WITNESSED CONCRETE PLACEMENT BY PUMP WITH CONCRETE CONSOLIDATED BY MECHANICAL VIBRATOR. REINFORCING STEEL AND CONCRETE IN ACCORDANCE WITH APPROVED PLANS TO THE BEST OF MY KNOWLEDGE. 1/2 HOUR DELAYED FOR CLEANUP LOAD . EQUIPMENT IDENTIFICATION AND SIN #: 89107 CAL 712 -15C . COPIES TO: INSPECTOR: LDATE: TO PLANS ARE: CLIENT ENGINEER ARCHITECT CONTRACTOR BUILDING DEPT. SUPPLIER S. SCHWEYEN July 7, 2005 ITEMS INSPECTED APPROVED FIELD CONTACT: DATE: CONFORMING NONCONFORMING X fJ CLIENT ADDRESS ATTENTION P.O. NO. PROJECT Gramor Development PROJECT NO. 712 - 50058 DATE July 7, 2005 1133 164th St SW #107 PERMIT NO. 004 -412 W.O. 68591 Lynnwood, WA 98037 MUNICIPALITY Tukwila Dibble Cory Shelest ENGINEER ARCHITECT Connell Design Group 5 CONTRACTOR Redhawk Interurban Retail PROJECT ADDRESS 13038 Interurban Ave. DM1 17Information To Build On ffnglinewing Consulting is ?bating SEATTLE DIVISION 24113 56TH AVE W. MOUNTLAKE TERRACE, WA 98043 (425) 248 -2400 • FAX (425) 248 -2401 RECEIVED El TACOMA DIVISION 'i1I 2 9 2005I E 10025 SO. TACOMA WAY, S 1 1 TACOMA, WA 98499 COMMUNITY (253) 589 -1804 • FAX (253) 5D6I ELOPMENT This report Is provided for the Information of the client only. The reproduction of this report, by any method, and its transmittal to a third party, by an means. except In full, without the full permission of Professional Service Industries, Inc., Is prohibited.' 'This certification attests la the accuracy of the results obtained from the actual lest performed and/or observations made within the defined scope of work. Certification shall not be construed to represent an Inspection, approval or acceptance of other associated work or a warranty of design or workability of the specification requirements.' Certified Report by Professional Service Industries: TS - 98 -1 COMPRESSION TEST RESULTS NAME Date CR 50164 PORTLAND DIVISION 8032 NO. CUTTER CIR. SUITE 480 PORTLAND, OR 97217 (503)289 -1778• FAX (503) 289 -1918 ON OFF ST OT MILES 1100 400 30 t... TOTAL HOURS 5 DM1 17Information To Build On ffnglinewing Consulting is ?bating SEATTLE DIVISION 24113 56TH AVE W. MOUNTLAKE TERRACE, WA 98043 (425) 248 -2400 • FAX (425) 248 -2401 RECEIVED El TACOMA DIVISION 'i1I 2 9 2005I E 10025 SO. TACOMA WAY, S 1 1 TACOMA, WA 98499 COMMUNITY (253) 589 -1804 • FAX (253) 5D6I ELOPMENT This report Is provided for the Information of the client only. The reproduction of this report, by any method, and its transmittal to a third party, by an means. except In full, without the full permission of Professional Service Industries, Inc., Is prohibited.' 'This certification attests la the accuracy of the results obtained from the actual lest performed and/or observations made within the defined scope of work. Certification shall not be construed to represent an Inspection, approval or acceptance of other associated work or a warranty of design or workability of the specification requirements.' Certified Report by Professional Service Industries: TS - 98 -1 COMPRESSION TEST RESULTS NAME Date CR 50164 PORTLAND DIVISION 8032 NO. CUTTER CIR. SUITE 480 PORTLAND, OR 97217 (503)289 -1778• FAX (503) 289 -1918 ON OFF ST OT MILES ON SITE AS REQUESTED WITH NUCLEAR TROXLER GAUGE TO PERFORM IN PLACE DENSITY TESTS FOR BUILDING INTERIOR FOOT PRINT AREA. Gramor Development WHERE CONTRACTOR HAS PREVIOUSLY COMPACTED BACK FILL AREAS AT NORTH AND SOUTH; OTHER AREAS WITH NATIVE IN PLACE. 712 -50058 DATE July 1, 2005 1133 164th St SW #107 PERMIT NO. D04 -412 W.O. 68559 Lynnwood, WA 98037 MUNICIPALITY Tukwila INPLACE DENSITY TEST RESULTS ENGINEER TEST LOCATION DEPTH WET DEN. DRY DEN. MOIST •!. * COMP % SPEC'/. P/F 1 INTERIOR AREA, A -B! 1 -4 6" 133.9 128.6 4.2 1 100.0 95.0 P 2 INTERIOR AREA, H -J/ 3 -6 6" 127.9 122.6 4.3 1 98.5 95.0 P EQUIPMENT IDENTIFICATION AND SIN# MODEL 3430429373 1. SAMPLE I.D. PROCTOR VALUE 124.5(x,5.5 GAUGE STANDARD: MS 665 DS 2367 '2. SAMPLE I.D. PROCTOR VALUE LAB METHOD: Q 01557 ❑ 0696 ❑RICE ❑OTHER '0, SAMPLE 1.0. PROCTOR VALUE ASTM TEST METHOD (AS APPLICABLE) E 02922 (SOILS) El 03017 (MOISTURE) ❑ 02950 (ASPHALT) ❑ D1556 (SAND CONE) ❑ OTHER COPIES TO: INSPECTOR: I DATE: - ITEMS INSPECTED TO APPROVED PLANS ARE: CONFORMING NONCONFORMING " ENGINEER ARCHITECT CONTRACTOR BUILDING DEPT. SUPPLIER S. SCHWEYEN July 1, 2005 w FIELD CONTACT: J L_DATE: X 0 CLIENT ADDRESS ATTENTION P.O. NO, PROJECT Gramor Development PROJECT NO. 712 -50058 DATE July 1, 2005 1133 164th St SW #107 PERMIT NO. D04 -412 W.O. 68559 Lynnwood, WA 98037 MUNICIPALITY Tukwila ENGINEER Dibble _ Cory Shelest ARCHITECT _ Connell Design Group Redhawk __ CONTRACTOR Interurban Retail PROJECT ADDRESS 13038 Interurban Ave. __ it ryrsiin Information .To Build On .mill etow ng • coneutting • /bating TS - 98 -1 SEATTLE DIVISION 24113 56TH AVE W. MOUNTLAKE TERRACE, WA 98043 (425) 248-2400 • FAX (425) 248.2401 RECEIVED ID ' JUL' 2 9 2005' TACOMA DIVISION CQMMUNI TACOMA, TA TACOMA WAY, SUITE Ht p �.OpMFNt (253) 589.1804 • FAX (253) 589.2138 Certified Report by Professional Service Industries: WORK DESCRIPTION 'This report is provided (or the information of the client only. The reproduction of this report, by any method, and its transmittal to a third party, by any means, except in lull, without the full permission of Professional Service Industries, Inc.. Is prohibited.' *This certification attests to the accuracy of the results obtained from the actual test performed andlor observations made Within the defined scope of the work. Certification shall not be construed to represent an Inspection, approval or acceptance of other associated work or a warranty of design or workability of the specification requirements.' Ryan Gould NAME CR23912 Date ON TOTAL HOURS DR OFF ST 2856 PORTLAND DIVISION 6032 NO. CUTTER CIR. SUITE 480 PORTLAND, OR 97217 (503)289- 1778• FAX (503)289.19(8 OT July 18, 2005 MILES y t w SAMPLE I.D. SIZE (IN.) AREA (SQ. IN.) DATE TESTED AGE AT TEST ULTIMATE STRENGTH CHECKED FRACTURE TYPE LBS. PSI 1A 4" X 8" 12.57 7/8/2005 7 51000 4060 KV 4 B 4" X 8" 13038 Interurban Ave. 7/29/2005 28 C 4" X 8" 7/29/2005 28 D 4 "X8" WC H SAMPLE AND TESTED IN ACCORDANCE TIME, TEMP. & WEATHER PROPORTIONS: TYPE OF CEMENT TRUCK POUR LOCATION WITH: FIELD SPECIMENS ASTM C -31 ICJ 11:50/62 OVERCAST DATE CAST SLUMP ASTM C -143 0 1- Jul -05 SAMPLING ASTM C -172 MIXING PLANT AIR TEMP BREAK ASTM ASTM ASTM 0 C -231 ❑ C -1064 0 C -39 0 DESIGN GLACIER NW STRENGTH 3000 @28 NEO CAP ASTM C -1231 i SAMPLE TYPE ADMIXTURE NA OTHER ASTM CYL CEMENT FLYASH105 385 C'SE AGG. 3/4" -2000 FINE AGG. WATER ADDED ADMIXTURE WRA BS -1375 250 140Z ADMIXTURE NA I II CONC. TEMP. A 696664 74 SLUMP SLUMP 3 3/4" ins. AIR NA % QUANTITY MIX # RECEIVED: 9 1/2 Cu. Yd. 17 TICKET SUPER PLASTICIZED NA 3181 AND NOTES: DATE July 8, 2005 INSPECTED REINFORCING STEEL AND WITNESSED PUMP CONCRETE PLACEMENT FOR EXTERIOR PERIMETER WALL FOOTINGS FOR RETAIL CENTER. CONCRETE CONSOLIDATED BY MECHANICAL VIBRATOR. REINFORCING STEEL AND CONCRETE IN ACCORDANCE WITH APPROVED PLANS TO THE BEST OF MY KNOWLEDGE. EQUIPMENT IDENTIFICATION AND SIN #: 89107 CAL 712 -15C COPIES TO: INSPECTOR: I I DATE: ITEMS INSPECTED APPROVED CONFORMING NONCONFORMING TO PLANS ARE: CLIENT ENGINEER ARCHITECT CONTRACTOR BUILDING DEPT. SUPPLIER S. SCHWEYEN July 1, 2005 FIELD CONTACT: I I DATE: X. CLIENT ADDRESS ATTENTION P.O. NO. PROJECT Gramor Development PROJECT NO. 712 -50058 DATE July 1, 2005 1133 164th St SW #107 PERMIT NO. D04 -412 W.O. 68559 Lynnwood, WA 98037 MUNICIPALITY Tukwila ENGINEER _ Dibble Cory Shelest ARCHITECT Connell Design Group CONTRACTOR Redhawk Interurban Retail PROJECT ADDRESS 13038 Interurban Ave. �; Information To Build On En g • c•no Uli,g • lbetktg SEATTLE DIVISION 24113 56TH AVE W MOUNTLAKE TERRACE, WA 98043 (425) 248.2400 • FAX (425) 248 -2401 'This report is provided for the information of the client only. The reproduction of this report, by any method, and its transmittal to a third party, by any means, except in full, without the full permission of Professional Service Industries, Inc., is prohibited? 'This certification attests to the accuracy of the results obtained from the actual test performed and /or observations made within the defined scope of 1 work. Certification shall not be construed to represent an inspection, approval or acceptance of other associated work or a warranty of design or workability of the specification requirements? Certified Report by Professional Service Industries: TS -98.1 l.:y�;::.:.n..•airLlw! El TACOMA DIVISION D,EVEM OPMik ❑ PORTLAND DIVISION 10025 SO. TACOMA WAY, SUITE H1 EN T 6032 NO. CUTTER CIR. SUITE 480 TACOMA, WA 98499 PORTLAND, OR 97217 (253) 589 -1804 • FAX (253) 589.2138 (503) 289 -1778 • FAX (503) 289 -1918 COMPRESSION TEST RESULTS RECEIVED CR 23912 'JUL' 2 9 2005' • NAME Date ON OFF ST OT MILES 900 130 TOTAL HOURS l 4.5 Z Z W QQ J U O 0 CO W = F— W O } J < N � = a Z = I- O Z I'— UJ • W U � O N • I- W W H !: b z U= O I•- z C44 I t,11 omi U Emi tv CV t � c::: .1. 4 O 41. � oii NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. FAINT IEPDXTD PAPER TOklIEL DI SPENSER P -LAM WAINSO9T WITH METAL TRIM IPIEET SEO. 001.1.1 RES.0 -1/2' GRAB BAR I!1'nsx at,' min IV Il'mi 0" himinJSELF -OO INO SHEET VINTL BASE P1EET CO I 1310.1 !CEO. . I' -0 ' PAINT (EPDXY) P -LAP! AAINSOOT WITH METAL TRIM IPIEET SEA. 691.1.1 RE8I 0" h.Im(n.AELF- G6VlN0 SHEET VINYL BASE MEET SEOTION 1310.1 RE8. TOILET ELEVATION SCALE: 1/4 " =I' -8" NOTES: I. PROVIDE DRAIN WITH TRAP PRIMER FOR EAGH RESTROOM IVERIFT WITH LOOAL DODE REO.) 2. PROVIDE Id1AINSOOT OVER WATER- RESISTANT GAB. 0. GRAB BARS TO MEET ALL ANSI 694.6.4 REOUIREPIENTS 4. PROVIDE SINGLE LEVER HANDLE FAUOET SET Ii" MAX. FR9PI THE FRONT ED ®E OF THE SINK OR OOUNTER. MEET ANSI 606 REQ. REO. 6. PlEET ALL CO I AND ANSI REQUIREMENTS FOR AAOESSORIES 1 -1/3" &RAB BAR NAPKIN DISP. TOILET PAPER LIGHT FIXTURE Iveriy MIRROR max INSULATE EXPOSED HOT WA' LINE AND DRAIN LINE / 1'-0" •E!JlY 10/17/2005 14:58 FAX 2062821355 REDHAWK GROUP t DEVELOPMENT WASHINGTON LW fax memo To: Joanna Spencer From: Cory Shelest Company: City of Tukwila Public Works Number: (206) 431 3665 Date: October 17, 2005 Pages: CC: ❑ Interurban Retail (Tukwila, WA) - AMB Easement Thanks for your help, CS Cory Shelest Cc: JG DR 1505 Westlake Ave. N, #320 Seattle, WA 98109 tel.: 206-284-4065 fax: 206- 284 -4061 e -mail: Cory@GramorWa.com Please find attached a copy of the executed Temporary Construction Easement. This document was entered pursuant to `City of Tukwila Permit Conditions, 11/16/2004: 62: An Easement for installation of a sanitary sewer line is required from the property owner to the north. Since copy of this Easement was not submitted to Public Works as part of this permit the Applicant hereby acknowledges that he is proceeding with construction at his own risk on speculative basis, and shall defend, indemnify, and hold harmless the city of Tukwila...' D04 -412 Ei z 'mow 6 00 NCI CO Ili J CO LL w O 2 L j co 1- z � � z � w U� o - 0H w W LO w z — I O 1 ' z 10/17/2005 14:58 FAX 2062821355 REDHAWK GROUP After Recording, Return to: Bradley S. Miller Ball Janik LLP z 101 SW Main Street, Suite 1100 z Portland, OR 97204 z TEMPORARY CONSTRUCTION EASEMENT -J v 0 0 co CI THIS AGREEMENT is made as of the 22nd day of July, 2005, between AMB w INSTITUTIONAL ALLIANCE FUND I, L.P.,a Delaware limited partnership ( "Grantor") and ' CD LL Interurban Retail Center, Limited Partnership, a Washington limited partnership ( "Grantee "). • w 0 2 A. Grantor is the owner of real property located in King County, 13028 g Interurban Ave S, Tukwila, WA more particularly described on the attached Exhibit A and N Exhibit B ( "Grantor's Property"). Grantee desires an easement over Grantor's Property in the I w location more particularly described on the attached Exhibit C ( "Easement Property "). z H O B. Grantor desires to grant to Grantee an easement across the Easement w t - Property for the purposes of access and construction activities in connection with the City of w Thkwila Development Permit D04 -412 issued on May 20, 2005 to Grantee on the terms and v N conditions contained herein. o F- ww NOW, THEREFORE, for and in consideration of the premises, easements, H v covenants, conditions, restrictions, and encumbrances contained herein, the sufficiency of which u.. is hereby acknowledged, Grantor and Grantee do hereby agree as follows: w z V = .1. Easement. Grantor grants to Grantee and Grantee's agents, employees, 0'- contractors, subcontractors, and vendors, a temporary, non - exclusive easement (the "Easement ") Z to enter upon the Easement Property for the purposes of access and construction activities (including storage of construction materials) in connection with the construction to complete the extension of storm water and sanitary utility lines to City of Tukwila connection points located on Grantor's property (the "Construction Work "). Upon the completion of the Construction Work, Grantee will prepare the necessary permanent easements in form acceptable to AMB and record the easements needed to evidence the precise locations of the underground utility lines constructed by Grantee. 2. Installation. (a) No work shall be performed until each of the following conditions have been satisfied: (i) Grantor has received consideration for the grant of tb easement, in the amount of $50.00, and (ii) Grantor has been given not less than one (1) day prior written notice of the time during which the installation work will take place. (b) Grantee will cause the Easement Property to be properly compacted following initial installation and 'Grantee (at its sole cost and expense) shall restore all landscaping affected in any way by such installation to at least the condition of such landscaping Temporary Construction Easement 1 E1002 10/17/2005 14:58 FAX 2062821355 REDHAWK GROUP 0 003 as it existed prior to such installation (including; without limitation, replacing any damaged trees with trees of similar size and type to the trees damages), and Grantee warranties all such work. If Grantor makes a warranty claim on Grantee, Grantee shall promptly cause such warranty work to be performed at Grantee's sole cost and expense. (c) All work shall be performed in compliance with all covenants, conditions it- w and restrictions applicable to the Easement Property. -I 3. Grantee's Use of Grantor's Property. Grantee covenants and agrees that Grantee v o shall . use Grantee's commercially reasonably efforts to avoid causing any material damage to, or u w ILI interference with, any improvements on the Grantor's Property. Grantee further covenants and agrees that Grantee, at Grantee's sole cost and expense, shall remove all debris and garbage CO w located on the Grantor's Property upon the termination of the Easement. g 4. Liens. Should mechanics', materialmen's or other liens or claims thereof be filed u_ against the Grantor's Property by reason of a claim against Grantee, Grantee, shall cause the lien i a to be canceled and discharged of record by bond or otherwise within thirty (30) days after receipt f- _ of notice from. Grantor. Should Grantee fail to cause such lien to be so discharged or bonded, Z Grantor may exercise any or all remedies available to Grantor at law or in equity, including, w o without limitation, paying the amount claimed to be due, and Grantee shall pay to Grantor on w demand the amount so paid and all costs and expenses incurred by Grantor, including reasonable attorneys' fees, in processing such discharge. o w 5. In_dder nification/Insurance. 0 u- F- (a) Indemnification. Grantee hereby indemnifies, protects, defends and saves i.. z Grantor and Grantor's tenants and each of their respective agents, employees, contractors, o w customers and invitees harmless for from and against any and all liability, damage, expense, o'- causes of action, suits, claims, or judgments arising for any reason whatsoever in connection Z with the use of the Grantor's Property by Grantee or Grantee's agents, employees, contractors, invitees or suppliers. (b) Insurance. Grantee shall procure and maintain in full force and effect a comprehensive general public liability insurance policy against claims for personal injury, death • or property damage, on.an occurrence basis, with $2,000,000.00 combined single -limit coverage. All liability insurance policies shall include contractual liability, severability of interest, and cross- liability endorsements. Grantor (and Grantor's manager and lender, if such names have been given to Grantee) shall be named as an additional insured. Grantee shall provide Grantor with certificates of such insurance from time to time upon written request by Grantor to evidence that insurance is in force. Such insurance shall provide that the same may not be modified or canceled without thirty (30) days' prior written notice to Grantor. Such insurance policy shall be issued by insurance companies reasonably acceptable to Grantor qualified to do business in the State of Washington. 6. Rights of Successors. The easements, restrictions, benefits and obligations hereunder shall create mutual benefits and servitudes running with the land. This Agreement shall bind and inure to the benefit of the parties hereto, their respective heirs, representatives, Temporary Construction Easement 2 10/17/2005 14:59 FAX 2062821355 lessees, successors and assigns. The singular number includes the plural and the masculine gender includes the 'feminine and neuter. 7. Entire Agreement. This Agreement constitutes the entire agreement between the parties hereto. The parties do not rely upon any statement, promise or representation not herein expressed, and this Agreement once executed and delivered shall not be modified or altered in any respect except by a writing executed and delivered in the same.manner as required by this document. 8. Attorneys' Fees. In the event a suit, action, arbitration, or other proceeding of any w i nature whatsoever, including, without limitation, any proceeding under the US Bankruptcy Code, N I- is instituted, or the services of an attorney are retained, to interpret or enforce any provision of w 0 this Agreement.or with respect to any dispute relating to this Agreement, the prevailing party 5 shall be entitled to recover from the losing party, its reasonable attorneys', paralegals', 5 accountants', and other experts' fees and all other fees, costs, and expenses actually incurred and I.L. a reasonably necessary. in connection therewith. In the event of suit, action, arbitration, or other I W proceeding; the amount thereof shall be determined by the judge or arbitrator, shall include fees • z F and expenses incurred on any appeal or review, and shall be in addition to all other amounts z 0 provided by law. Ili LI] 9. Waiver. One or more waivers of any covenant or condition by Grantor shall not o N be construed as a waiver of a subsequent breach of the same or any other covenant or condition, in S- and the consent or approval by Grantor to or of any act by Grantee requiring Grantor's consent i w or approval shall not be construed to waive or render unnecessary Grantor's consent or approval F- H to or of. any subsequent similar act by Grantee. il z w U= O~ z 10. Partial Invalidity. If any provision of this Agreement or the application thereof to any person or circumstance shall to any extent be held invalid, then the remainder of this Agreement or the application of such provision to persons or circumstances other than those as to which it is held invalid shall not be affected thereby, and each provision of this Agreement shall be valid and enforced to the fullest extent permitted by law. 11. Survival. The provisions of this Agreement respect to any indemnity obligation or any obligation of Grantor to pay any sum in order to perform any act required by this Agreement shall survive the termination of this Agreement. IN WITNESS WHEREOF, the parties have executed this Agreement the day and year first written above.Grantee: Interurban Retail Center, Limited Partnership A Washington limited partnership . By Temporary Construction Easement REDHAWK GROUP 2004 By: Interurban Retail, LLC, General Partner A Was • ' • _ I limited liability company 3 10/17/2005 14:59 FAX 2062821355 REDHAWK GROUP I]005 Grantor. AMB INSTITUTIONAL ALLIANCE FUND I, L.P., a Delaware limited partnership STATE OF WASHINGTON COUNTY OF SNOHOMISH By: AMB Property, .L.P., a Delaware limited partnership, its general partner By: AMB Property Corporation, a Maryland corporation, its gen partner By . yY/, On this day of , 2005, before me personally appeared John Graham, to me known as the Manager of Interurban Retail, LLC the general partner of Interurban Retail Center, Limited Partnership, described in and who executed the within and foregoing instrument, and acknowledged the he signed the same as his free and voluntary act and deed, for the uses and purposes therein mentioned and on oath stated that he was authorized to sign for the company. IN WITNESS WHEREOF, I have hereunder set my hand a affixed my official seal the day and year above written. Temporary Construction Easement 4 Notary Public in and for the State of Washington Residing at 10/17/2005 15:00 FAX 2062821355 REDHAWR GROUP STATE OF WASITYNGTON COUNTY OF SNOHOMISH NSi On this g day ofd' , 2005, before me personally appeared John Graham, to me known as the Manager of Interurban Retail, LLC the general partner of Interurban Retail Center, Limited Partnership, described in and who executed the within and foregoing instrument, and acknowledged the he signed the same as his free and voluntary act and deed, for the uses and purposes therein mentioned and on oath stated that he was authorized to sign for the company. I/sT WITNESS WHEREOF, I have hereunder set my hand a affixed my official seal the day and year above written. aorta- *.t Notary Public in and for the State of Washington d h cooed Residing at 0006 zz Q Z '. '~ w re J 00 0 W= 1.- U) LL. w J u. co n I z1.- F- 0 z1-- U � 0 1- r- i ll O w z cn 0- 0 z 10/17/2005 15:00 FAX 2062821355 REDHAWK GROUP CALIFORNIA ALL.PURPOSE ACKNOWLEDGMENT ;r. • State of CeRfomia • County of �w.a F rw4.,u on 1 XS before me, E.-ii 1 j.1 _ MI ane TY6 of MEW (e.0...Ar+ Don,' a Y Pudkl personally appeared d:II I'j1.crctl.v►114 EMLY H. MUER Can Manor # 1452964 < Nolony Niglio - California Son Random County f MyCon a tSiVresNav24.2m Description of Attached Document Capaclty(les) Claimed by Signer Signer Is Representing: Neewy a epner(r) .personally known to me ❑ proved to me on the basis of satisfactory evidence to be the persons whose name(sY is/ere subscribed to the within instrument and acknowledged to me that re/she/they executed the same in his/herltbair authorized capacity(ifls), and that by .(iis /her)#teir signature(e) on the instrument the person(, or the entity upon behalf of which the person acted, executed the instrument. WITNESS my hand and official seal. , of Notary Purl c OPTIONAL Though the information below ;e not mqutred by law R may pure valuable to persons relying on the document and could prevent fraudulent removal and reattaalrnent of this form to another document. Title or Type of Document: '"Fe pots Ge..stft,rs•h%.► Document Date: Number of Pages: Signer(s) Other Than Named Above: Signer's Name: O Individual ❑ Corporate Officer - Title(s): O Partner - © Limited ❑ General ❑ Attorney- in-Fact ❑ Trustee ❑ Guardian or Conservator ❑ Other: RIGHT THVMF.PFrtJr OF S GNER Top al thumb here 1 _. !:r!:``'!2: ✓c:n%c ;y��.;,;:_v.: <., eA. • .i•:ca Y� : � . - it �ei%L�t??� ✓:�'Zr i`r: �> 7 \cY: \:i. cCe3'C \ ✓nG�G ° •J { \Ji:\ O 1900 National Noory A,,coi0on - %35o Da 8om Ave., PA Dor 2402 • Magmata% CA 81313.2402 • wwwlutbnaaeorpf9 Prod. Nor 8007 Aasdar: Cal Toll•Froa 1.000.978.0927 21007 Z �W QQ –.I C.) 0 0 0 W= t U) LL, W O LL ? N O = W Z � 1- O • W 0 O E O E- W W H I- -O Z w U= 0 Z 10/17/2005 15:00 FAX 2062821355 Temporary Construction Easement h7 REDHASVR GROUP EXHIBIT A County Parcel Map T'x rw .ry' A -1 yr, ,:ca: `:;.- •.gym- ',«"..: --- �,'•:��.._... Zoos z w 0 co o LLI J H CO a. W I I O • Y2 fa E- W 0 17= lL O z W U= O ~ z 10/17/2005 15:02 FAX 2062821355 REDHAWR GROUP EXHIBIT B Grantor's Real Property Description POR LEWIS C C DC # 37 POR OF C C LEWIS DONATION CLAIM NO 37 TGW POR OF STEPHEN FOSTER. DONATION CLAIM NO 38 IN SECTIONS 10, 11, 14 & 15 TWP 23 RANGE 4 - BAAP BEARING N40 -01 -05W 920.15 FT FROM A MONUMENT AT PT OF INTSN OF CURVE ON C/L OF DUWAMISH - RENTON JUNCTION RD BEING APPROX 1000 FT E & 20 FT S OF QUARTER CORNER BETWEEN SECTIONS 14 & 15 TH N 49 -24- 00 W 835 FT ON A LINE PLT & 150 FT NELY OF C/L OF DUWAMISH- RENTON JUNCTION RD TAP BEARING N 81 -44-55 E 199.17 FT FR. POINT OF CURVE ON C/L OF DUWAMISH - RENTON JUNCTION RD, SD PT OF CURVE BEING APPROX 1200 FT N & 440 FT W OF QUARTER CORNER BETWEEN SECTIONS 14 & 15 TH S 40 -36 -00 W 20 FT TO NELY MGN OF R/W OF PUGET SOUND ELECTRIC RAILWAY TH N 49 -24-00 W 980.29 FT TO POB TH S 49 -2400 E 400 FT TH N 40 -36-00 E 190 FT TH N 49 -24-00 W 400 FT TH S 40 -36-00 W 190 FT TO POB — AKA LOT 1 OF CITY OF TUKWILA BDRY LINE ADJ NO 91 -4-BLA RECORDING NO 9105231162 Temporary Construction Easement Grantee's Real Property Description FOSTER STEPHEN -D C # 38 BAAP N 40 -01 -05 W 920.15 FT FR MON AT PT OF INTX OF CURVE ON C/L OF DUWAMISH- RENTON JCT RD SD PT OF INTX BEING APPROX 1000 FT E & 20 FT S FR. 1/4 COR BET SECS 14 & 15 -23 -04 TH N 49 -24-00 W 835 FT ON LN PLL WITH & 150 FT NELY FR SD RD C/L TAP N 81 -44-15 E FR POC ON SD RD C/L SD POC BEING APPROX 1200 FT N 440 FT W FR SD 1/4 COR TH S 40 -36 -00 W 20 FT TO NELY LN OF PSE RY R/W TH N 49 -24-00 W ALG SD NELY LN 408.29 FT TO TPOB TH CONTG N 49 -24-00 W. 172 FT TH N 40 -36-00 E 150 FT TH S 49 -24-00 E 172 FT TH S 40 -36 -00 W 150 FT TO TPOB A -2 009 111 r 1.�i�.`� - I �L 1�.`,.�i•ill,`1..�l i!R , �.... .. a-- .•. twn.�.'If ��• :�1I is .i+�.'z ^:.,�'�•<��� �� .. NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. N 0 awe Concrete /Masonry Wall Requirements t ugtion on interior - maximum U- factor is 0.19 Insulation on exterior or integral - maximum U- factor is 0.2 1 p?' iXstrgoafiftee 4er Concrete /Masonry Option, list walls with HC? 9.0 Btu /ft F below (other walls must meet tOpaque Wall requirements), Use descriptions and value from Table 20 -5b in the Co Wall Description (including insulation R -value & position U- factor All Other Roofs EJ' 21.0 Opaque Walls 13. nnR E TC �MY 0,AP4CF e+� Floors Over Unconditioned Space VIM '4 '4 2 005 Radiant Floors `. ; ; u" N . 1 Maximum U- factors Opaque Doors 0.600 Envelope Requirements (enter values as applicable) Fully heated /cooled space Minimum Insulation Wallies' Roofs Over Attic 13038 INTERURBAN SOUTH For Building De t Use € IVED CITY OF TUKWILA MAR 0 i 2005 PERMIT CENTER All Other Roofs EJ' 21.0 Opaque Walls 13. Below Grade Walls Floors Over Unconditioned Space Slabs -on -Grade Radiant Floors Maximum U- factors Opaque Doors 0.600 Vertical Glazing 0.750 Overhead Glazing Maximum SHGC (or SC) Vertical /Overhead Glazing ( 1.000 Project Info Project Address GRAMOR DEVELOPMENT TDxWILA RETAIL CENTER Date 2 /1 6 / 2 0 0 5 13038 INTERURBAN SOUTH For Building De t Use € IVED CITY OF TUKWILA MAR 0 i 2005 PERMIT CENTER TUxWILA WASHINGTON Applicant Name: CONNELL DESIGN Applicant Address: 22000 64TH AVENUE W SUITE F, MOUNTLAKE TERRACE Applicant Phone: 425 -670 -6706 Space Heat Type 0 Electric resistance • All other (see over for definitions) Glazing Area Calculation Note: Below grade walls may be included in the Gross Exterior Wall Area if they are insulated to the level required for opaque Total Glazing Area Electronic version: these values are automatically taken from ENV -UA -1 (rough opening) Gross Exterior (vertical & overhd) divided by Wall Area times 100 equals % Glazing 942.5 — 5191.0 X 100 = 18.2% Concrete/Masonry Option Check here if using this option and if project meets all requirements for the Concrete /Masonry Oyes Option. See Decision Flowchart (over) for qualifications. Enter requirements for each • no qualifying assembly below. Envelope Summary Climate Zone 1 ENV -SUM 2003 Washington State Nonresidential Energy Code Compliance Forms 2003 Washin ton State Nonresidential Ener Code Com•liance Form 'Project Description I 0 New Building 0Addition 0 Alteration 0 Change of Use Compliance Option 0 Prescriptive ® Component Performance 0 ENVSTD 2.1 0 Systems (See Decision Flowchart (over) for qualifications) (4.0 not acceptable) Analysis Semi- heated space Minimum Insulation R- values Roofs Over Semi - Heated Spaces 1. Assemblies with metal framing must comply with overall U- factors 2. Refer to Section 1310 for qualifications and requirements Notes: FILE CORRECTION LTR# RICE Group, Inc. Jan 2005 Day- s//a i+ei ,T t 1, '' .+w:�w.'.�w ` n��+es. 5'slT!,!!. Y - 4g;�nt'- s.....«+:� �.sawt @• 4- ...�..— r'11a.:.A .., .a » : yam ,.. _ All Insuating Installed? Opegue Wal R -11 Masonry Well (int) U-Q19 Masonry Wall(other) U -025 Below Grd Wad (ext) R -10 Below Grd Wad (oth) R -11 Rod Over Attic R33 Al Other Roof R -21 Raised Floor R -19 Slab-On -Grade R -10 Radar Floor R -10 Opaque Door U -060 Glazing Criteria Met? Glazing Vert OH SHGC Area % UVaI UVal SHGC 0.10% 090 1.45 1.00 10-15% 0.75 1.40 1.00 15 -20% Q65 1.30 0.80 20-25% 0.60 1.30 0.45 All Insulating Installed? Opsgue Well R -11 Below Grd Wag (e4Q) R -10 Below Grd Wag (oth) R -11 Rod Over Attic R -30 All Otter Roof R -21 Raised Floor R -19 Slab-On -Grade R -10 Radant Fbor R -10 Opeq.ie Door U Qe0 Glazing Criteria Met? Glazing Veil OH Area % UVal Wal SHGC 0 -15% 0.90 1.45 1.00 15-20% 0.75 1.40 1.00 2030% 0.65 1.30 0.65 30-40% 0.60 1.30 0.45 All Insulating Instated? Metal Framed Wag U -0.062 Other Opaque Wall R -19 Masonry Well (int) U-Q 19 Masorry WalI(dher) U-Q25 Below Grd Wall (ext) R -10 Below Grd Wall (oth) R -19 Roof Over Attic R -38 At Other Rod R-33 Raised Floor R -30 Slab- On-Grade R -10 Radiant Floor R -10 Opaque Door U -060 Glazing Criteria Met? Glazing Vert OH Ares % UVal UVal SHGC 0-20% 0.40 0.60 1.00 At Insulating Installed? Metal Framed Wall U -0.062 Other Opague Wall R -19 Bebw Grd Well (eat) R -10 Below Grd Well (dh) R -19 Roof Over Attic R-38 All Other Rod R-30 Raised Floor R -30 Slab -On -Grade R -10 Radiant Floor R -10 Opaque Door U 0.60 Glazing Criteria Met? Glazing Vert OH Area % Wal UVal SHGC 0-20% 0.40 0.00 1.00 t Envelope Summary (back) Climate Zone 1 ENV -SUM 2003 Washington State Nonresidential Energy Code Compliance Forms Decision Flowchart for Prescriptive Option Use this flowchart to determine if project qualifies for the optional Prescriptive Option. If not, either the Component Performance or Systems Analysis Options must be used. 1302 Space Heat Type: For the purpose of determining building envelope requirements, the following two categories comprise all space heating types: Otter: All other space heating systems including gas, solid fuel, oil, and propane space heating systems and those systems listed in the exception to electric resistance. (continued at right) 2003 Washin ton State Nonresidential Ener Code Com • fiance Form No Electric Resistance: Space heating systems which use electric resistance elements as the primary heating system including baseboard, radiant, and forced air units where the total electric resistance heal capacity exceeds 1.0 Wife of the gross conditioned floor area. Exception: Heat pumps and terminal electric resistance heating In variable air volume distribution systems. Component Performance or Systems Analysis Required Concrete/Masonry Option* Assembly Description Wall Heat Capacity (HC) Assy.Tag HC "" Totals Area (sf) Area weighted HC: divide total of (HC x area) by Total Are HC x Area a Yes No CE Group, Inc. Jan 2005 Yes Yes "If the area weighted heat capacity (HC) of the total above grade wall is a minimum of 9.0, the Concrete Masonry Option may be used. "For framed walls, assume HC =1.0 unless calculations are provided; for all other walls, use Section 1009. Z = - Z CL W � JU O 0 co 0 • w J N LL, W 0 g C LL I d l� Z = ' 11--0 Z I-- 111 ui O N l0 f- w Li-- 0 Z w U = . 0 Z Project Address GRAMOR DEVELOPMENT TUKWILA RETAIL CENTER Date 2/16/2005 Space Heat Type 0 Electric resistance • All other For Building Department Use Glazing Area as % gross exterior wall area 18.2% Prop. 4 0.0% Max.Target Concrete/Masonry Option 0 Yes • No Notes: If glazing area exceeds maximum allowed in Table, then calculate adjusted areas on back (over). If Concrete /Masonry Option is used, Target U- factors, SHGC and Glazing % will be different than shown below. Refer to Table 13 -1 for correct values. Building Component List components by assembly ID & page # Proposed UA U- factor x Area (A) = UA (U x A) Target UA U- factor x Area (A) = UA (U x A) 6ulzew IE U= 0.900 Plan lD STOREFRONT DOORS U= 0.750 Plan ID STOREFRONT FIXED U= Plan ID: U= Plan ID: U= Plan ID: U= Plan ID: U= Plan ID: 0.900 105.0 94.5 0.750 837.5 628.1 0.750 942.5 706.9 Glazing % Electric Resist. Other Heating 0 -15% 0.40 0.90 >15 -20% 0.40 0.75 >20 -30% see note above 0.60 >30 -40% see note above 0.50 (see Table 13 -1 for Conc/Masonry values) Overhead Glazing 1 I solliV Jen0 U= Plan ID: U= Plan ID: U= Plan ID: U= Plan ID: Glazing % Electric Resist. Other Heating 0 -15% 0.80 1.45 >15 -20% 0.80 1.40 >20 -30% see note above 1.30 >30 -40% see note above 1.25 (see Table 13 -1 for Conc./Masonry values) I sjooa410 U= Plan ID: U= Plan ID: U= Plan ID: U= Plan ID: Opaque Doors U= 0.600 Plan ID METAL INSULATED U= Plan ID: U= Plan ID: 0.600 63.0 37.8 0.600 63.0 37.8 Electric Resist. Other Heating 0.60 0.60 JanO sto R= Plan ID: R= Plan ID: R= Plan ID: Electric Resist. Other Heating 0.031 0.036 s;0013 13 R= 21.0 Plan ID RIGID INSULATION R= Plan ID: R= Plan ID: 0.040 5191.0 207.6 0.050 5191.0 259.6 Electric Resist. Other Heating 0.034 0.050 Opaque Walls* I R= 13.0 Plan ID METAL STUDS R= Plan ID: R= Plan ID: R= Plan ID: R= Plan ID: R= Plan ID: R= Plan ID: * *Note: sum of Target Areas here should equal 0.130 4185.5 544.1 Target Opaque Wall Area (see back) 0.140 4185.5 586.0 ** ** Electric Resist. Other Heating. Ordinary 0.062. 0.14 Conc(int) 0.19 0.19 Conc(oth). 0.25 Below Grade Walls , R= Plan ID: R= Plan ID: R= Plan ID: Note: if insulated to levels required for opaque walls, list above with opaque walls Electric Resist. Other Heating 0.062 0.14 Floors Over Uncond. Sp R= Plan ID: R= Plan ID: R= Plan ID: R= Plan ID: Electric Resist. Other Heating 0.029 0.056 I Slab -on- grad Radiant Floor R= NONE PIanID SLAB INSULATION R= Plan ID: R= Plan ID: R= Plan ID: 0.730 348.0 254.0 0.540 348.0 187.9 Electric Resist. Other Heating F =0.54 F =0.54 (see Table 13 -1 for radiant floor values) Envelope UA Calculations Climate Zonel ENV -UA 2003 Washington State Nonresidential Energy Code Compliance Forms 2003 Washin ton State Nonresidential Ener Code Corn diance Form RICE Group, Inc. Jan 2005 ..StlGti!fC.. tlY N'.!!' Af.'. MwlkA: Yf". M °R!!tA!!'!�:f'C!y.^.N.f'}."1tf. �RYV.:: 7 ' N Ne" Y..)' pEtthll" d4R '+°)^et +..r+eem.nnw,..- . 2003 Washington State Nonresidential Energy Code Corn fiance Form *For CMU walls, indicate core insulation material. For compliance: Totals 10730.0 1766 Totals 10730.0 1778. it 1) Proposed Total Area shall equal Target i otai Area, an z) Nroposed iota UA shall not exceed i arget otai UA. ) 1—W re 2 UO co O W= N L W O .73 N om: = a . F- -_. Z �. o . z i- uj U � O N C3 F- W lU �U W O ' I " z U CO O z OG= OG= Target SHGC SHGC x Area (A) = SHGC x A VG= 942.5 0.880 942.5 829.4 I 1.000 942 .5 942.5 5191.0 *Note: Manufacturer's SC may be used in lieu of SHG( Totals 4185.5 I Glazing List components by assembly ID & page # Proposed SHGC SHGC" x Area (A) = SHGC x A Target SHGC SHGC x Area (A) = SHGC x A 6urzeo ID: CLEAR STOREFRONT DOUBLE PANE ID: ID: ID: ID: ID: 0.880 942.5 829.4 I 1.000 942 .5 942.5 Glazing % Electric Resist. Other Heating 0 -20% 1.00 1.00 >20 -30% not allowed 0.65 >30 -40% not allowed . 0.45 (see Table 13 -1 for Conc./Masonry values) *Note: Manufacturer's SC may be used in lieu of SHG( Totals 942.5 829.4 Totals 942.5 942.5 • • Climate Zone 1 ENV -SHGC r 2003 Washington State Nonresidential Energy Code Compliance Forms For compliance: Proposed total SHGC x A shall not exceed Target total SHGC x A NOTE: Since 1997 SHGC compliance for vertical and overhead glazing is allowed to be calculated together. Target Area Adjustment Calculations If the total amount of glazing area as a % of gross exterior wall area (calculated on ENV -SUM1) exceeds the maximum allowed in Table 13 -1, then this calculation must be submitted Use the resulting areas in the Target UA and SHGC calculations above. Glazing Area Opaque Area Gross Exterior Wall Area 5191.0 ( X I 40.0% I =- I 100 1= I 2076.4 I I 2076.4 , Roofs over Attics Other Roofs Walls) 2076.4 2003 Washin ton State Nonresidential Ener Code Com•liance Form Proposed Areas: Numbered values are used in calculations below. Roofs over Attics Other Roofs Max Glazing Area (Table 13 -1) Target OG Area in Roofs over Attics Max OG Remaining 1; lesser = I 2076.4 Pr••osed 0•- •ueArea Proposed 0G Area � Walls Maximum Target Glazing Area Target OG Area in Other Roofs Zt lesser 2076.4 uiatiiakM�� Target VG Area = I 942.5 :.:.... I Target OG Area I Ta •et0•- •ueArea _ I Proposed Opaque Area Proposed VG Area Target VG Area Target Opaque Area I 4185.5 I + I 942.5 J — I 942.5 ( = I 4185.5 Note: If there is more than one type of wall, the Target VG Area may be distributed among them, and separate Target Opaque Areas found. If the Target Areas for Opaque Walls listed on the front must equal the total calculated here. RICE Group, Inc. Jan 2005 Note: OG = overhead glazing VG = vertical glazing For Target OG's, the lesser values are used both here and below. I Target Areas OK I Target values in shaded boxes are used in the applicable Target UA calculations on the front. Target VG Area and Total Target OG Area are also used in the applicable Target SHGC calculations above. Project Info Prolect Address 13038 interurban Ave. Date 11/30/2004 Tukwila, WA For Building C I eL� WILA DEC 1 5 2004 PERMIT CENTER Covered Parking (standard paint) Applicant Name: (Cory Shelest) Gramor Dev. WA Applicant Address: 1133 164th St. SW 0107. Lynnwood, WA 98037 Applicant Phone: 425.797.9863 Alteration Exceptions (check appropriate box) ❑ No changes are being made to the lighting Number of Fixtures ❑ Less than 60% of the fixtures are new, and instalted LiiEopy being increased Location (floor /room no.) Fixture Description Number of Fixtures Watts/ Fixture Watts Proposed Covered Parking (standard paint) 2x4 Fluorescent 19 88.0 1672.0 Parking (reflective paint) Wall Mtd. Fluorescent 4 24.0 96.0 Open Parking 0.2 W /ft Total Proposed Watts may not exceed Total Allowed Watts for Interior Total Proposed Watts 1768.0 Location w .. REVIEWED 1(E iptle rY n Allowed Watts per ft or per If Area in ft (or If for perimeter) Allowed Watts x ft (or x If) Covered Parking (standard paint) pt}� ��a�C� 0.2 W /ft 2 Parking (reflective paint) MAY 1 ZN 2 0.3 VV/f1 Open Parking 0.2 W /ft Outdoor Areas 0.2 W /ft Bldg. (by facade) ••• . • f 7110111a 0.25 W /ft 7.5 W /If 403. 3022 Bldg. (by perim) Building Perimeter N ' ■ Note: for building exterior, choose either the ^ :•� =•tdt.. - " e od, bu not both) Total Allowed Watts 3022.5 • 2003 Washington State Nonresidential Energy Code Compliance Form Lighting Summary LTG -SUM 2003 Washington State Nonresidential Energy Code Compliance Forms Revised July 2004 Project Description New Building ❑ Addition ❑ Alteration ❑ Plans Included Refer to WSEC Section 1513 for controls and commissioning requirements. Compliance Option O Prescriptive 0 Lighting Power Allowance 0 Systems Analysis (See Qualification Checklist (over). Indicate Prescriptive & LPA spaces clearly on plans.) Maximum Allowed Lighting Wattage (Interior) Location (floor /room no.) Occupancy Description Retail Spaces Allowe Watts per ft • 1:50 Area in ft 5191.0 From Table 15 -1 (over) - document all exceptions on form LTG -LPA Total Allowed Watts Allowed x Area 7786.5 Notes: 1. Use manufacturer's listed maximum input wattage. For hard -wired ballasts only the default table in the NREC Technical Reference Manual may also be used 2. Include exit lights unless less than 5 watts per fixture. Provosed Lighting Wattage (Interi6>4 all fixtures. For exempt lighting, not exception and leave Watts /Fixture blank. Maximum Allowed Lighting Wattage Use mfgr list maximum input wattage. For fixtures with hard -wired battasts only, Proposed Lighting Wattage (Exterior) the default table in the NREC Technical Reference Manual may also be used. Location Fixture Description Metal Halide Light Pole Metal - Halide Exterior Sconce Metal Halide Wall Pack Number of Fixtures 4 13 5 Watts/ Fixture 400.0 - 70.0 100.0 Total Proposed Watts may not exceed Total Allowed Watts for Exterior Total Proposed Watts Watts Proposed 1600.0 910.0 500.0 3010.0 . L...w.,m� +w: �;*0. x.u..1.4, 44 4i h4444.:,. a, cb'f q( Z = I- - Z W QQ 2 W 00 U) 0 U) W J H W L. < = W Z F- 1- 0 W ~ 0 0— W W L - 6 O W Z U= o I' z Use' LPA` (W /sf) Use' LPA` (W /sf) Painting, welding, carpentry, machine shops 2.3 Police and fire stations' 1.5 Barber shops, beauty shops 2.0 Atria (atriums) 1.0 Hotel banquet/conference /exhibition hall 4 ' 4 2.0 Assembly spaces', auditoriums, gymnasia', heaters 1.0 Laboratories 2.0 Group R -1 common areas 1.0 Aircraft repair hangars 1.5 Process plants 1.0 Cafeterias, fast food establishments' 1.5 Restaurants /bars' 1.0 Factories, workshops, handling 1.5 Locker and /or shower facilities 0.8 Gas stations, auto repair shops 1.5 Warehouses ", storage areas 0.5 Institutions 1.5 Aircraft storage hangars 0.4 Libraries' 1.5 Retail ° , retail banking 1.5 Nursing homes and hotel /motel guest rooms 1.5 Parking garages See Section 1532 Wholesale stores (pallet rack shelving) 1.5 Mall concourses 1.4 Plans Submitted for Common Areas Only Schools buildings (Group E occupancy only), school classrooms, day care centers 1.35 Main floor building lobbies' (except mall concourses) 1.2 Laundries 1.3 Common areas, corridors, toilet facilities and washrooms, elevator lobbies 0.8 Office buildings, office /administrative areas in facilities of other use types (including but not limited to schools hospitals, pitals, institutions, museums, banks, churches) 1.2 2003 Washington State Nonresidential Energy Code Compliance Form Lighting Summary (back) LTG -SUM 2003 Washington State Nonresidential Energy Code Compliance Forms Prescriptive Spaces Qualification Checklist Note. If occupancy type is "Other" and fixture answer is checked, the number of fixtures in the space is not limited by Code. Clearly indicate these spaces on plans. If not qualified, do LPA Calculations. Occupancy: Q Warehouses, storage areas or aircraft storage hangers QQ Other Lighting Fixtures: ❑ Check here if at least 95% of fixtures in the space meet all four criteria: 1. Fixtures are fluorescent, non - lensed, with only one or two lamps, and 2. Lamps are T -1, T -2, T -4, T -5, T -6, T -8 3. Lamps are 5 -50 Watts, and 4. Ballasts are electronic ballasts 5. Exit lights < 5 watts /fixture 6. Screw -in compact fluorescent fixtures do not qualify TABLE 15 -1 Unit Lighting Power Allowance (LPA ootnotes for Table 15 -1 1) In cases in which a general use and a specific use are listed, the specific use shall apply. In cases in which a use is not mentioned specifically, the Unit Power Allowance shall be determined by the building official. This determination shall be based upon the most comparable use specified in the table. See Section 1512 for exempt areas. 2) The watts per square foot may be increased, by two percent per foot of ceiling height above twenty feet, unless specifically directed otherwise by subsequent footnotes. 3) Watts per square foot of room may be increased by two percent per foot of ceiling height above twelve feet. 4) For all other spaces, such as seating and common areas, use the Unit Light Power Allowance for assembly. 5) Watts per square foot of room may be increased by two percent per foot of ceiling height above nine feet. 6) Includes pump area under canopy. 7) In cases in which a lighting plan is submitted for only a portion of a floor, a Unit Lighting Power Allowance of 1.35 may be used for usable office floor area and 0.80 watts per square foot shall be used for the common areas, which may include elevator space, lobby area and rest rooms. Common areas, as herein defined do not include mall concourses. 8) For the fire engine room, the Unit Lighting Power Allowance is 1.0 watts per square foot. 9) For indoor sport tournament courts with adjacent spectator seating, the Unit Lighting Power Allowance for the court area is 2.6 watts per square foot. 10) Display window illumination installed within 2 feet of the window, lighting for free - standing display where the lighting moves with the display, and building showcase illumination where the lighting is enclosed within the showcase are exempt. An additional 1.5 w /ft of merchandise display luminaires are exempt provided that they comply with all three of the following: a) located on ceiling- mounted track or directly on or recessed into the ceiling itself (not on the wall). b) adjustable in both the horizontal and vertical axes (vertical axis only is acceptable for fluorescent and other fixtures with two points of track attachment). c) fitted with tungsten halogen, fluorescent, or high intensity discharge lamps. This additional lighting power is allowed only if the lighting is actually installed. 11) Provided that a floor plan, indicating rack location and height, is submitted, the square footage for a warehouse may be defined, for computing the interior Unit Lighting Power Allowance, as the floor area not covered by racks plus the vertical face area (access side only) of the racks. The height allowance defined in footnote 2 applies only to the floor area not covered by racks. Revised July 2004 i4eWsfWii'4 rd • It I 2003 Washington State Nonresidential Energy Code Compliance Forms 2003 Washington State Nonresidential Energy Code Compliance Form Lighting Power Allowance Adjustments LTG -LPA Project Address 13038 Interurban Ave. Date 11/30/2004 Use this form if you are claiming any ceiling height adjustments for your Lighting Power Allowances for interior lighting. The Occupancy Description should agree with the "Use" listed on Code Table 15 -1. identify the appropriate Ceiling Height Limit (9 feet, 12 feet or 20 feet) on which the adjustment is based. The Adjusted LPA is calculated from this number and from the Allowed Watts per ft Carry the Adjusted LPA to the corresponding "Allowed Watts per ft location on LTG -SUM. Adjusted Lighting Power Allowances (Interior) Location (floor /room no.) Occupancy Description Allowed Watts per ft " Ceiling Height for this room Ceiling Height limit for this exception "' Adjusted LPA Watts per ft ** From Table 15 -1 based on exceptions listed in footnotes Revised July 2004 Lighting Permit Plans Checklist 2003 Washington State Nonresidential Energy Code Compliance Forms LTG -CHK Revised July 2004 Project Address 13038 Interurban Ave. Date 11/30/2004 The following information is necessary to check a lighting permit application for compliance with the lighting requirements in the 1994 Washington State Nonresidential Energy Code. Applicability (yes, no, n.a.) Code Section Component Information Required Location on Plans Building Department Notes LIGHTING CONTROLS (Section 1513) yes 1513.1 Local control /access Schedule with type, indicate locations A5.0 n.a. 1513.2 Area controls Maximum limit per switch n.a. 1513.3 Daylight zone control Schedule with type and features, indicate locations yes vertical glazing Indicate vertical glazing on plans A2.0/2. 1/3.0 yes overhead glazing Indicate overhead glazing on plans A2.0/2. 1/3.0 n.a. 1513.4 Display /exhib /special Indicate separate controls 1513.5 Exterior shut -off Schedule with type and features, indicate location n.a. (a) timer w /backup Indicate location n.a. (b) photocell. Indicate location 1513.6 Inter. auto shut -off Indicate location n.a. 1513.6.1 (a) occup. sensors Schedule with type and locations n.a. 1513.6.2 (b) auto. switches Schedule with type and features (back -up, override capability); Indicate size of zone on plans 4 1513.7 Commissioning Indicate requirements for lighting controls commissioning yes Lighting Sum. Form Completed and attached. Schedule with fixture types, lamps, ballasts, watts per fixture Attach Elec motor efficiency MECH -MOT or Equipment Schedule with hp, rpm, efficiency 2003 Washington State Nonresidential Energy Code Compliance Form If "no" is circled for any question, provide explanation: uia:.kuiia«: r: NW'ybYyuia iT} .{w 2003 Washin ton State Nonresidential Ener. Code Com•liance Form • Lighting Permit Plans Checklist 2003 Washington State Nonresidential Energy Code Compliance Forms LTG -C H K Revised July 2004 Lighting - General Requirements 1513 Lighting Controls. Lighting, including exempt lighting in Section 1512, shall comply with this section. Where occupancy sensors are cited, they shall have the features listed in Section 1513.6.1. Where automatic time switches are cited, they shall have the features listed in Section 1513.6.2. 1513.1 Local Control and Accessibility: Each space, enclosed by walls or ceiling- height partitions, shall be provided with lighting controls located within that space. The lighting controls, whether one or more, shall be capable of turning off all lights within the space. The controls shall be readily accessible, at the point of entry/exit, to personnel occupying or using the space. EXCEPTIONS: The following lighting controls may be centralized in remote locations: 1. Lighting controls for spaces which must be used as a whole. 2. Automatic controls. 3. Controls requiring trained operators. 4. Controls for safety hazards and security. 1513.2 Area Controls: The maximum lighting power that may be controlled from a single switch or automatic control shall not exceed that which is provided by a twenty ampere circuit loaded to not more than eighty percent. A master control may be installed provided the individual switches retain their capability to function independently. Circuit breakers may not be used as the sole means of switching. EXCEPTIONS: 1. Industrial or manufacturing process areas, as may be required for production. 2. Areas less than five percent of footprint for footprints over 100,000 square feet. 1513.3 Daylight Zone Control: All daylighted zones, as defined in Chapter 2, both under overhead glazing and adjacent to vertical glazing, shall be provided with individual controls, or daylight -or occupant - sensing automatic controls, which control the lights independent of general area lighting. Contiguous daylight zones adjacent to vertical glazing are allowed to be controlled by a single controlling device provided that they do not include zones facing more than two adjacent cardinal orientations (i.e. north, east, south, west). Daylight zones under overhead glazing more than 15 feet from the perimeter shall be controlled separately from daylight zones adjacent to vertical glazing. EXCEPTION: Daylight spaces enclosed by walls or ceiling height partitions and containing 2 or fewer light fixtures are not required to have a separate switch for general area lighting. 1513.4 Display, Exhibition, and Specialty Lighting Controls: All display, exhibition, or specialty lighting shall be controlled independently of general area lighting. 1513.5 Automatic Shut -Off Controls, Exterior: Exterior lighting not intended for 24 -hour continuous use shall be automatically switched by timer, photocell, or a combination of timer and photocell. Automatic time switches must also have program back -up capabilities, which prevent the loss of program and time settings for at least 10 hours, if power is interrupted. 1513.6 Automatic Shut -Off Controls, Interior: Office buildings greater than 5,000 sq. ft. and all school classrooms shall be equipped with separate automatic controls to shut off the lighting during unoccupied hours. Automatic controls may be an occupancy sensor, time switch, or other device capable of automatically shutting off lighting. EXCEPTIONS: 1. Areas that must be continuously illuminated, or illuminated in a manner requiring manual operation of the lighting. 2. Emergency lighting systems. 3. Switching for industrial or manufacturing process facilities as may be required for production. 1513.6.1 Occupancy Sensors: Occupancy sensors shall be capable of automatically turning off all the lights in an area, no more than 30 minutes after the area has been vacated. 1513.6.2 Automatic Time Switches: Automatic time switches shall have a minimum 7 day clock and be capable of being set for 7 different day types per week and incorporate an automatic holiday "shut -off' feature, which turns off all loads for at least 24 hours and then resumes normally scheduled operations. Automatic time switches shall also have program back -up capabilities, which prevent the loss of program and time settings for at least 10 hours, if power is interrupted. Automatic time switches shall incorporate an over -ride switching device which: a) is readily accessible; b) is located so that a person using the device can see the lights or the areas controlled by the switch, or so that the area being illuminated is annunciated; and c) is manually operated; d) allows the lighting to remain on for no more than two hours when an over -ride is initiated; and e) controls an area not exceeding 5,000 square feet or 5 percent of footprint for footprints over 100,000 square feet, whichever is greater. 1513.7 Commissioning Requirements: For lighting controls which include daylight or occupant sensing automatic controls, automatic shut -off controls, occupancy sensors, or automatic time switches, the lighting controls shall be tested to ensure that control devices, components, equipment and systems are calibrated, adjusted and operate in accordance with approved plans and specifications. Sequences of operation shall be functionally tested to ensure they operate in accordance with approved plans and specifications. A complete report of test procedures and results shall be prepared and filed with the owner. Drawing notes shall require commissioning in accordance with this paragraph. Z t— W 6 J U 00 N CO 111 -I_ • u- W O g Q = • d ▪ U- I— O W F- U Ci O — O I— Ill W Hrz LL- O Z W U = 0 Z 4 — ESL Civil Engineering REVIEWED FOR CODE COMPLIANCE Gramor Development WA, LLC 1133 164th ST NW Suite #107 Lynnwood, WA 98037 Attached is a site plan and vicinity map. MAY 12 2005 13 Dec 2004 City oft BUILDING DIVISION U INVESTIGATION OF LIQUEFACTION POTENTIAL AND SOIL BEARING CAPACITY GRAMOR INTERURBAN RETAIL FILE 13038 INTERURBAN AVE, TUKWILA, WA COPY KING COUNTY APN 0003000110 nn., The proposed use for the site is a new 5,500 s.f. retail building with the associated parking and other site improvements. No retaining walls will be constructed. The site involves no significant slopes. I performed a site investigation on 09 Dec. 2004. The site investigation involved a review of the surrounding area, excavation of three test holes, probing of ground surface and inspection of existing pavements. USGS information for this area was reviewed. This report addresses the site soil conditions which will impact the proposed development. This report does not involve the investigation of any potential soil contamination or other related environmental concerns. No laboratory tests were performed. The site is located in the western edge of the valley near the Duwamish River. The river has a series of bends in this area so that the distance to the river caries from about 1/4 mile to the east southeast. Topography to the east generally slopes at approximately 1% easterly to the river, while to the west it rises to a small hill caused by a rock outcropping. The land is essentially flat to the north and south. . Seasonal groundwater may occur in the site soils within 5 feet of the surface. The test pits were extended to a depth sufficient to determine the soil conditions affecting the proposed construction. RECEIVED cm OF TUKWILA DEC 1 5 2004 PRIOR USE PERMIT CENTER The site was previously used for a vehicle fueling station. The building, fuel system and underground storage tanks were removed from the site in November 2001. The Phase I Site Assessment prepared by Pacific Southwest Group, Inc. dated 22 July 2004 addresses the environmental issues associated with the prior use. Based on information contained in the Phase I Assessment, Environmental Resolutions, Inc, Underground Storage Tank Decommissioning and Remedial Excavation report dated 25 April 2002, 4508 Park Lane Gig Harbor, WA 98332 INCOMPLETE Si:.s.,_ �..: ?.:.a�zi.+..+..>�':.x.::ca:;x ; �Gii�:; �:: s.,,:... �k.,+. t:: 1ri.. luti. r,'.'. s. . �e�d.^ 4a�:' Al+: :tu•��Y�ctair3}tiiGfki2'fs14:•i mvfii;l�yCi^!?^}. �4:a,�„ 4h , Page 1 253 - 858 -0855 DO4 -412 z • Z w 6 JU O 0 CO E-- w 0 LLQ = w z F- 1- 0 w ~ w U u) 0 L I o ..z w U = 0 I z 13038 Interurban Ave, Tukwila- Soils Evaluation . contaminated soil was removed from the site in December 2001 and January 2002 and replaced with gravel backfill. Currently the site is being used for parking trucks on the eastern portion. This area is partially paved with gravel at the locations of the old structure, fuel pumps and tanks. There is a grass area on the western portion of the site. The grass area has a thin topsoil layer over compacted crushed rock over very dense compacted gravelly sand. The site had 4 monitoring wells installed during the site remediation. Based on information from the ERI report groundwater depth is approximately 13 to 14 feet. SOILS The site soils near the surface are imported granular fills. Underlying soils are sand -silt alluvium overlying Tukwila Formation andesitic volcaniclastic rock. The alluvial soils may have layers of up to 3 feet of organic peat for the top layer. The alluvium extends to a depth of no more than 50 feet. Within 150 feet to the west the alluvium fades out and very dense soil to volcanic tuff rock extends to the surface. The ERI soil remediation report indicates encountering organic peat at a depth of 12 to 15 feet at the former tanks location. Since the layer has had 12 feet of overburden for a minimum of 39 years and will be separated by at least 10 feet from the building foundation this peat layer will have no significant impact on the proposed use. The thickness of the very dense compacted granular soils will be the primary determinant of the soil behavior near the surface and with the foundation. LIQUEFACTION The site does not pose a liquefaction hazard to the proposed construction. CHARACTERIZATION OF LIQUEFACTION HAZARD Liquefaction has been a known hazard in prior earthquakes in the soils along the Duwamish River. The liquefaction has occurred in unconsolidated water deposited silt and sand sediments with high groundwater. The soils at this site have been highly modified from the natural state. At least the upper 10 feet of soils are very dense gravelly sands topped with up to 12 inches of compacted crushed rock. The placement and compaction of this soil was performed prior to 1965. Any underlying native soil has had significant surcharging for at least 39 years which will result in considerable consolidation of the underlying soils. This has modified the underlying soils sufficiently that there will be no liquefaction potential 13 Dec. 2004 Page 2 z � Z re w 6 U O 0 U W J H U IL w 0 2 L Q = • a Z = ZO LU ul 0 o co_ F- wW o Ili = 0 z 13038 Interurban Ave, Tukzvila- Soils Evaluation during the maximum probable earthquake. While lateral spreading can be a hazard on liquefiable soils it is anticipated not to be probable at this site. SEISMIC LOADING The seismic hazards for this area are typical for the Puget Sound lowland. The nearest fault is the Seattle fault which is estimated to be approximately 5.3 miles from the site at its closest location. USGS Seismic Hazard Mapping Project lists the 10% PE in 50 years at the Seattle fault as 0.331 g and 2% PE in 50 years as 0.66 g. The most likely event is a deep sub crustal event such as occurred in 1949, 1965 and 2001. Maximum considered earthquake ground motion in accordance with the USGS / FEMA (2003 IBC) seismic hazard mapping: 0.2 sec Spectral Response Acceleration (5% damping) S 1.40g 1 sec Spectral Response Acceleration (5% damping) Si= 0.47g Soil class D (there may be a thin layer of buried organic peat below 12 feet which should not impact the soil response.) Site Coefficients: F =1..0 F =1.57 Seismic Use Group I Seismic Design Category D RECOMMENDED BEARING STRESSES Recommended allowable soil bearing strength for an immediate elastic deflection of under 1/360 inch, maximum long term settlement of under 3/4" and maximum differential settlement of 1/ 2 ": 1,500 pounds per square foot for dead loads 2,500 psf for total loads Subgrade reaction modulus of elasticity, E =10 ksi Lateral bearing strength: 0.4 x weight Passive soil resistance : 400 psf/ ft for depths over 1.5' below ground surface. Active earth pressure for retaining wall: 60 psf for native soils, 30 psf for granular fills. Allowable soil strengths may be increased by 33% for wind and seismic loads and 20% 13 Dec. 2004 Page 3 z I z re w QQ = JU O 00 CO CO f w o u_a Loa • =W Z O w w U o - O f- wW 1 0 ..z w O F- z 13038 Interurban Ave, Tukwila- Soils Evaluation for snow loads. FOUNDATION RECOMMENDATIONS The following recommendations are being provided to accommodate the proposed z construction on the site. It is the opinion of this engineer that this is the most cost z effective and efficient method to provide a safe foundation. Constructing the w w foundation in this fashion will protect the structure from soil settlement or liquefaction 6 v damage. ( p u) o un w 1. The foundation should be a shallow type system utilizing strip footings -J 1- 2. A vapor barrier and 2" of coarse sand or pea gravel shall be placed under the slabs as 2 a capillary break and to retard moisture migration into the slab. ga LL 3. Slabs on grade shall be designed by others to consider the recommended subgrade I w reactions, bearing capacity and intended loading. Slab subgrades shall be compacted z prior to placement of the concrete. • z 0 w PAVEMENT RECOMMENDATIONS 2 o The site has had vehicles operating over much of the area for about 40 years. The p g2 entire site surface had been previously prepared for pavement as evidenced by the ° 1-- crushed surface base course that was found throughout the site. The existing pavement IL/ uj varies in depth from 2-1/ 2 to 3-1/ 2 . The pavement was placed when the former fuel u. O station was constructed in 1965. The pavement is in good condition for the age except iii where it has broken up around the edges where excavations were made to remove the v old structures and tanks. The existing site subgrade is very dense and is known from its p 1- performance to be adequate for the proposed parking areas. Z Pavement section may be 1.5" of crushed surface top course placed over the existing compacted subgrade topped with 2" of class B asphalt cement pavement. EARTHWORK CRITERIA Earthwork should be performed in accordance with the WSDOT Standard Specifications Division 2 sections 2 -01, 2 -02, 2 -09 and 2 -10 except as modified herein. Site soils are slightly to moderately erodible so stock piles should be covered to prevent washing off site. Excavation work may be performed during rain events. No special erosion control features are required. Haul vehicles shall be operated only on the paved or 13 Dec. 2004 Page 4 ti 13038 Interurban Ave, Tukwila- Soils Evaluation gravel surfaces. The soils are noncohesive. On site soils are suitable for fill under floor slabs and pavement. Fills placed under structures should be compacted to a minimum of 95% of the maximum density as determined by WSDOT test method no. 609 or ASTM D -1557. Fills placed in other locations should be compacted to 90% except for the final lift which should be compacted to 95 %. Utility trenches shall be compacted to 95% of maximum density. Backfill for trenches shall consist of selected imported granular materials to assure adequate compaction. Imported granular bedding material shall be placed under water and sewer pipes. Utility trenches over 4' deep shall be either shored or sloped back at 1:1. There is the potential of shallower trenches collapsing because the soil is saturated and soft. High groundwater may be encountered when excavating utility trenches. The contractor shall be responsible for dewatering or otherwise stabilizing the utility trenches to permit their excavation and installation of the utilities. Groundwater should be anticipated for any excavation deeper than 2 feet below the surface. A separation geotextile should be placed over the subgrade prior to placing any gravel and new pavement. Replacement pavement sections should use separation geotextile, 4" of crushed rock ballast, 1-1 / 2" of crushed surface top coat and 2" of asphalt pavement. EROSION AND SEDIMENT CONTROL The proposed improvements will require erosion and sediment control in accordance with the City of Tukwila standards. The project involves removing existing sod and pavement with shallow excavations for the foundation and utilities. The soils are slightly erodible and have no cohesion reducing the amount that may be transported from the site by runoff and vehicles. The soils are poorly drained so that direct runoff will be frequent and quick with the start of precipitation. In order to comply with the requirements of DCLU Director's Rule 6 -93 the following shall be observed and performed at the site during construction: 1. During construction all haul equipment and transport vehicles shall be kept on the hard surfaces or gravelled areas so that soil is not transported from the site. 13 Dec. 2004 Page 5 13038 Interurban Ave, Tukwila- Soils Evaluation 2. Excavated soils shall be removed as soon as practical. Soil stock piles shall be covered when not being worked. 3. Install silt protection on the catch basins. LIMITATIONS This report is limited to those conditions identified herein and for the specified use. Sub- surface conditions may vary from those contained herein and nothing in this report shall be implied to be a warranty or guarantee of the sub - surface and soil conditions. Edward C. Robison, P.E. 13 Dec. 2004 F.xPIRES• 4 / 5 / .5 Page 6 z ;�- Z ce JU U 0 W= F- W o g Q . Li. = Z I- w U O -- O I-- O • W UO .. Z tu O • E Z 13038 Interurban Ave, Tukwila- Soils Evaluation SOIL TEST HOLES The site profile observed in the test pits: HOLE 1- 3" sod 3 " -9" crushed stone, very dense 9 " -28" SW- sandy gravel, crushed stone- very dense fill. 28" -120" SW- gravelly sand, very dense HOLE 2 - 0 -24" SM- loamy sand, loose 24 " -76" SW- gravelly sand, very dense Saturated below 57 ", high water flow so hole ended at 76" HOLE 3 - 3" round gravel -1 -1 / 2 ", compacted 3 " -11" crushed stone, very dense 11 " -80" SW- gravelly sand, very dense w JU 00 w = ►- wO 2 J u. C w ►- _ Z O L11 uj U � O N O F- W 1- o , Z 0 - H I- O MG • A. Awn* W., ILAw K loso*IS w Tomwie. WA MU TI AMMON II .2471.42119 1303e In-tervrbari Ave, T 24" CONE.1:IPE rani 1M 11. Milaragiiiiiii inellta PAIINZWAVG=Z21=w.Z AMIlligEM .Cl: / - / --AL, 3. -Box cs ,:r o t. Li C'I 6 I IQ RbWER/LIQ? 0135 CPA. POLE IN 40 CONE. BASE TE). VAULT 1 L 1 1§' i / ‘,.. 4* i * _ 1gLIIne u.g. power =J 1. 6 0 O [==== JJ HI Gr6-5.5 A - --- SCALE IN rear Le 0 00.° sa a c> WATER WC RIM EL. = 15.18 a owe!' ling f 0 I s e- to o 1 60 onarlue) IA/ F tv? c eutLoov6 Fig r 15I-ANa5 4-No 1 4 l.A •• ■ . V410.1,11$140A/V*1 'W11•IKVAA."40.=4,:vi ENVIRONMENTAL CONCERNS - HIGH PRIORITY ENVIRONMENTAL CONCERNS ENVIRONMENTAL CONCERNS - WITH A 'NO FURTHER ACTION' STATUS' 3.2 Inches to 1 mile (the circles do not include any butter zone) 1.2004 APPROXIMATE LOCATION OF IDENTIFIED SITES WITH KNOWN ENVIRONMENTAL CONCERNS IN THE VICINITY OF SUBJECT SITE AT 13038 INTERURBAN AVE U, TUKWILA Z cc W 6 JU 00 N 0 WO 2 g Q co = W Z 2 1.- 1- 0 Z E- LU uj ON 0 W H� u. '6 .. W O Z nrin iv iiuu oCu NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. �r. INTERURBAN RETAIL City of Tukwila, Washington REVIEWED FOR CODE COMPLIANCE paoctovED MAY 122005 ity Of Tukwila BUILDING DIVISION Technical Information Report Prepared by Ben T. Rutkowski Reviewed by Todd A. Oberg, PE Prepared For Gramor Development, LLC 1133 164 Street SW, Suite 107 Lynnwood, WA 98037 November 11, 2004 Revised March 4, 2005 Blueline Job No. 04 -055 CORRECTION LTR# Lr ;x weds a:r CITY OF TUKWILA MAR 07 Luii5 PERMIT CENTER I EXPIRES 5/28/o5 z • z W JU O 0 N0 CO LLI J LL W O uQ U' 'a = W H = Z � • Z0 0 uj O N O H W W 0 LL' O . w 0 z ;.$ • Table of Contents Interurban Retail Technical Information Report SECTION 1 PROJECT OVERVIEW 1 -1 SECTION 2 CONDITIONS AND REQUIREMENTS SUMMARY 2 -1 SECTION 3 OFFSITE ANALYSIS 3 -1 SECTION 4 DETENTION AND WATER QUALITY DESIGN 4 -1 DESIGN STANDARDS 4 -1 EXISTING SITE 4 -2 DEVELOPED SITE 4 -3 DETENTION FACILITY MODELING 4 -4 WATER QUALITY ANALYSIS AND DESIGN 4 -5 SECTION 5 CONVEYANCE SYSTEM ANALYSIS AND DESIGN 5 -1 SECTION 6 SPECIAL REPORTS AND STUDIES 6 -1 SECTION 7 OTHER PERMITS 7 -1 SECTION 8 TESC ANALYSIS AND DESIGN 8 -1 SECTION 9 BOND QUANTITIES AND FACILITIES SUMMARY 9 -1 SECTION 10 OPERATIONS AND MAINTENANCE 10 -1 Appendix • Existing Conditions Exhibit • Developed Conditions Exhibit • KCRTS Detention Vault Output • KCRTS Peak Times Series Files • KCSWDM Figure 3.2.2.A — Rainfall Regions and Regional Scale Factors (BLUE LINE z w rt J 0 O 0 CO 0 CO 111 W = • LL W O �a N d • =W z 1- O Z F- W U C) O - O I-- WW U 1O .. W — • I O z Interurban Retail Technical Information Report SECTION 1 Project Overview The proposed project is the construction of a commercial building on roughly 0.99 acres. Included in this area is 0.39 acres of land owned by Seattle City Light. A portion of the parking area will be constructed on this land. The site is located at 13038 Interurban Avenue South in the City of Tukwila. More generally, the site is located in Section 15, Township 23 North, Range 4 East, W.M. in King County, Washington. Parcel number 0003000110. Please see the vicinity map below. Vicinity Map Not to Scale 'BLUE L Er Rrlr op 1 -1 n.. Interurban Retail Technical Information Report Currently there are no standing buildings on the site. The ground cover consists of gravel, pavement and unmaintained landscaping. In the developed condition, all runoff will be directed to the proposed detention pipes which will be located in the parking lot near the south side of the building. Please see the Developed Conditions Exhibit in the Appendix. The facility will incorporate Detention design parameters as outlined in the 1998 King County Surface Water Design Manual (KCSWDM). Level 1 detention standards will be applied. The site will utilize a biofiltration swale for water quality treatment which meets the Basic Water Quality treatment standards. (BLUE L1NE nano• 1 -2 L.w .cu::J J.::::+ r< :;:t•'ra..i:a:u:w>iw.9.".ir:J:� �na:::..���u -� w J U O 0 N 0 • LIJ J = W O g D u.a cn I Z ZZ c H' n U O - O H W W H� O .• Z W U= O � Z Interurban Retail Technical Information Report SECTION 2 Conditions and Requirements Summary There are no conditions of approval at this time. (BLUE L1 N =emu. 2 -1 z 13 6 JU U O N O W = W O . u..Q = F- W _ F- 1- 0 Z F- 2 mg O : O - 0 1-- W uj p : . O . L11 Z 0 z Interurban Retail Technical Information Report SECTION 3 Offsite Analysis A Level 1 downstream analysis is not required for this project. In the current condition, storm runoff from the site flows to the northeast to an existing catch basin. The runoff then flows through a conveyance system located onsite to the existing CB #166. The flow then enters a biofiltration swale located north west of the site and parallel to Interurban Avenue South. Flow leaving this swale travels northwest in a conveyance system located in Interurban Avenue South. The ultimate receiving waters are the Duwamish River, which is more than 1 /4 mile downstream from the site. The previously described conveyance system currently experiences seasonal flooding problems. Possible causes for this are deteriorated pipes, inadequate pipe diameters and adverse pipe slopes, according to available survey information and discussions with the City of Tukwila public works staff. This conveyance system currently cuts across the site beneath the footprint of the proposed building. The project proposes to re -route this conveyance system to run parallel to the northwest boundary of the site. It will be reconnected to CB #166 at the same elevation as the pipe in the existing condition. This elevation is below the outlet elevation for CB #166, which will create standing water in the pipe at all times. The outlet elevation of CB #166 is set based on the bottom elevation of the existing swale and minimum pipe slope. The invert elevation of the re- routed system can't be changed due to the invert elevations of upstream structures and maintaining a minimum 0.5% slope. 'SLUE LI NE 3 -1 SECTION 4 Detention and Water Quality Design DESIGN STANDARDS Interurban Retail Technical Information Report The detention facility was sized using King County's computer program KCRTS. The facility will release post - developed runoff according to the KCRTS Level 1 detention standard. A biofiltration swale will be used for water quality treatment. The water quality treatment is designed according to the 1998 KCSWDM. The KCRTS program was developed as a hydrologic modeling tool for western King County. The runoff files have been pre - simulated for a range of land cover conditions and soil types for different regions of King County using the U.S. Environmental Protection Agency's HSPF10 model. The KCRTS Level 1 detention standard requires the project to maintain the peak flow rates for the developed site to the pre - developed condition for the 2 -year and 10 -year storm events. The KCRTS modeling is summarized later in this section. The regional scale factor for the site is SeaTac 1.0 (See KCSWDM Figure 3.2.2.A — Rainfall Regions and Regional Scale Factors included in the Appendix). The detention facility was sized per Section 5.3.2 — Detention Tanks, of the KCSWDM. The onsite conveyance system will be tributary to the detention pipe. The site will also incorporate a biofiltration swale to provide water quality. The biofiltration swale is designed per Section 6.3.1— Basic Biofiltration Swales. 'BLUE LINE nwnu. 4 -1 . �? �.......... wu... �. �1. �. u.: ct;l �. t: ...•:.�Uy��.a.:w.f�.,..,...w,a, t..:a.:, _.w,:.v� ..Na �.0 o-,..... -tom ,...<�aa..w:,J.'A L':1.ai.•Sp + %tli;;Y.:Si' A1k.�w EXISTING SITE 0.17 0.20 0.62 0.99 0.58 0.41 0.99 acres Grass acres Gravel acres Pavement acres Total acres Grass acres Impervious acres Total KCRTS Output — Existing Site Interurban Retail Technical Information Report The detention pipes receive runoff from the portions of the site depicted in the Existing Conditions Exhibit, located in the Appendix. The following table shows the breakdown of the areas associated with the existing condition. After applying the effective impervious multiplier of 0.50 the following cover as modeled for the existing conditions. These areas are entered into the KCRTS program to calculate the peak flows for the existing site. The following is the output. Flow Frequency Analysis Time Series File:predev.tsf Project Location:Sea -Tac - -- Annual Peak Flow Rates-- - Flow Rate Rank Time of Peak (CFS) 0.151 0.114 0.184 0.113 0.138 0.160 0.164 0.316 Computed Peaks 5 2/09/01 2:00 7 1/05/02 16:00 2 2/27/03 7:00 8 8/26/04 2:00 6 10/28/04 16:00 4 1/18/06 16:00 3 10/26/06 0:00 1 1/09/08 6:00 Flow Frequency Analysis - - Peaks - - Rank Return Prob (CFS) Period 0.316 0.184 0.164 0.160 0.151 0.138 0.114 0.113 0.272 1 100.00 0.990 2 25.00 0.960 3 10.00 0.900 4 5.00 0.800 5 3.00 0.667 6 2.00 0.500 7 1.30 0.231 8 1.10 0.091 50.00 0.980 The peak flows are determined from the preceding time series file. These peak flows will become the maximum release rates for the developed site. Maximum Release Rates 2 -year = 0.14 cfs 10 -year = 0.16 cfs (BLUE L1 N is the ground 4 -2 z . J U O 0 CO CI J • = N LL W O LLa co = a w 'z F- ZO w U � O N CI I-- W • w O 111 Z . • = O ~ z DEVELOPED SITE Runoff from the developed site has been calculated based on the developed site plan. Please see the Developed Conditions Exhibit in the appendix. All areas have been delineated using AutoCAD. The following shows the breakdown of the land cover for the developed site. 0.78 acres Impervious 0.21 acres Grass 0.99 acres Total These areas are entered into the KCRTS program to calculate the peak flows for the existing site. The following is the output. KCRTS Output — Developed Site Interurban Retail Technical Information Report Flow Frequency Analysis Time Series File:dev.tsf Project Location: Sea -Tac - -- Annual Peak Flow Rates - -- Flow Frequency Analysis Flow Rate Rank Time of Peak - - Peaks - - Rank Return Prob (CFS) (CFS) Period 0.208 6 2/09/01 2:00 0.413 1 100.00 0.990 0.176 8 1/05/02 16:00 0.288 2 25.00 0.960 0.249 3 12/08/02 18:00 0.249 3 10.00 0.900 0.198 7 8/26/04 2:00 0.237 4 5.00 0.800 0.237 4 10/28/04 16:00 0.221 5 3.00 0.667 0.221 5 1/18/06 16:00 0.208 6 2.00 0.500 0.288 2 10/26/06 0:00 0.198 7 1.30 0.231 0.413 1 1/09/08 6:00 0.176 8 1.10 0.091 Computed Peaks 0.372 50.00 0.980 The preceding time series file is used to determine the undetained developed site flows. These flows will be used as the inflow into the detention pipe system. Undetained Developed Flows 2 -year = 0.21 cfs 10 -year = 0.25 cfs IBLUE LINE nwnnn 4 -3 ... _.._... ,- ..c,..... ... �.iC:,::d..s o-, .. w,..: tU�r '. u��:::. �: 4:. r:' ir' u' io: ��::. 5::::;. i�. i.• f�ei,• i. c�vi: �iixpv; fi�' w. �F:':: a: �c�a:( rt:. iti� u: r.: ty. S: l�iil�. tu. L-:. au:,. s: 3{.+ iri+. 4: eaa ..u�a.:.:.,.�:.::...._..«..,.. . z 1 z u. •JU 0 co CO ILI' -1_ H CO Lt. w O g Q u) d. •± _ ? ZO U � .O —. � 1--. W W � L .• z W H 0 z ' DETENTION FACILITY MODELING Interurban Retail Technical Information Report The detention facility is modeled as a 3 -foot diameter pipe. The inflow into the detention facility is the undetained developed slows. A control structure has been designed to limit the release rate of these flows to the predeveloped rates. The following is a result of the resulting detention facility and control structure. Retention /Detention Facility Type of Facility: Detention Tank Tank Diameter: 3.00 ft Tank Length: 208. ft Effective Storage Depth: 3.00 ft Stage 0 Elevation: 0.00 ft Storage Volume: 1473. cu. ft Riser Head: 3.00 ft Riser Diameter: 12.00 inches Number of orifices: 2 Full Head Pipe Orifice # Height Diameter Discharge Diameter (ft) (in) (CFS) (in) 1 0.00 1.81 0.154 2 1.50 0.56 0.010 4.0 Top Notch Weir: None Outflow Rating Curve: None Please refer to the complete KCRTS Detention Facility Modeling in the appendix. The required storage volume is 1,473 cubic feet. A construction factor of 5% is added to the required volume. The total provided volume is 1,547 cubic feet. This is excluding the bottom 6- inches of the pipe which provided for sediment storage. 'BLUE LIN nnnu. 4 -4 z • z cc u4 QQ � •JU O O . co o (0 III - I-- W O } J � to = W Z E- O W F- • c O - O I- W W Iuu - F- • = 0 z ». • Swale Bottom Width L = Qwq n wq Design Flow Velocity Vw 1.49y 1.67 S 0.5 Qwq A, Interurban Retail Technical Information Report WATER QUALITY ANALYSIS AND DESIGN This project will utilize the Basic Water Quality Menu. A biofiltration swale will be incorporated into the parking lot landscape area. The length, width and slope have been designed in accordance with the 1998 KCSWDM Section 6.3.1 - Basic Biofiltration Swales. The sizing calculations are provided below. where: b = bottom width of swale (feet) Q = water quality design flow (cfs) n = Manning's roughness coefficient = 0.20 (unitless) y = design flow depth (feet) s = longitudinal slope along direction of flow (feet /feet) 0.22 x 0.20 b - - 4.6 feet 1.49 x 0.17 *The required swale bottom width is 4.6 feet but will be increased to 6.0 feet to decrease the flow velocity. The KCRTS output for the water quality design flow is included in the appendix. where: V design flow velocity (fps) Q = water quality design flow (cfs) A by + Zy = cross sectional area (square feet), Z = 3 0.22 V = 1.1067 - ,199f s '°q p (BLUE LINE nwnu■ 4 -5 z w re 6 J U O 0 0 J w 0 . g Q w a = a Z = • E- O z I- U Q ON aE- w w u—' ..z w co 0 E- z r Interurban Retail Technical Information Report Swale Length L = 540V,,, where: L = swale length (feet) V design flow velocity (fps) L = 540x0.199= 107 feet The designed biofiltration swale is 6 feet wide and 107 feet long. The longitudinal slope is 1.5 percent and the side slopes are at 3:1. z ' . 00 ' co o` w -J LL WO ga Z O. W Z ' f- 0 Z I- 2 uj U � O N, W • W I- - : ti 0 . ill U (1) 0 H : O z n Where: Q = discharge (cfs) A= area (square feet) - 0.785 sf n = Manning's roughness coefficient -› 0.012 R = hydraulic radius = area /wetted perimeter - 0.785/3.142 = 0.250 s = slope of the energy grade line (feet /feet) 0.005 1.49 0.785 x 0.250 = 2.74 cfs Q 0.012 All conveyance pipes onsite are minimum 12- inches in diameter with a minimum slope of 0.5 %. Since the 100 -year undetained developed flow for the site (1.03 cfs) is less than the maximum capacity of a 12 -inch pipe the pipes will have adequate capacity. Interurban Retail Technical Information Report SECTION 5 Conveyance System Analysis and Design Due to the relatively small amount of area tributary to the conveyance system, the entire pipe system has been analyzed assuming the maximum flows for the site. The undetained developed site flow for the 100 -year storm event is 1.03 cfs. Therefore all pipes will be designed to convey this flow. The following equation shows the maximum flow through a 12 -inch concrete pipe at 0.5% slope. Manning's Equation 1.49 AR213s Q= There is one pipe onsite that is 8 -inch ductile iron (between CB 11 -› CB 10). Using the same equation as above, the maximum flow through this pipe is 0.90 cfs, or roughly 90% of the total site runoff. Since the amount of runoff tributary to CB 11 is a small fraction of the total site, the pipe is adequately sized. z z 6 00 -11- (0w w 0 . gas u-¢ = �.w Z = ZO • D O • N D w � z UN i= = O z • Interurban Retail Technical Information Report SECTION 6 Special Reports and Studies At this time, there are no additional reports or studies associated with this project. (BLUE LINE nano. 6 -1 ?;W::A11.cai:iW wQ4i.> i.`JA1).4`.4C4,4'.4.1t5d:141ja. APPENDIX A MAINTENANCE STANDARDS FOR PRIVATELY MAINTAINED DRAINAGE FACILIrLES Maintenance Component Ladder Metal Grates (If Applicable) Maintenance Components General Metal 9/1/98 NO.5 - CATCH BASINS (CONTINUED) Defect Fire Hazard Vegetation Pollution Catch Basin Cover Cover Not in Place' Locking Mechanism Not Working Cover Difficult to Remove Ladder Rungs Unsafe Trash and Debris Damaged or Missing. Defect Conditions When Maintenance is Needed Presence of chemicals such as natural gas, oil and gasoline. Vegetation growing across and blocking more than • 10% of the basin opening. Vegetation growing in inlet/outlet pipe joints that is more than six inches tall and less than six Inches apart. Nonflammable chemicals of more than 1/2 cubic foot per three feet of basin length. Cover is missing or only partially in place. Any open catch basin requires maintenance. Mechanism cannot be opened by on maintenance person with proper tools. Bolts into frame have less than 1/2 inch of thread. One maintenance person cannot remove lid after applying 80 lbs. of lift; intent is keep cover from sealing off access to maintenance. Ladder is unsafe due to missing rungs, misalignment, rust, cracks, or sharp edges. Grate with opening wider than 7/8 inch. Trash and debris that is blocking more than 20% of grate surface. Grate missing or broken member(s) of the grate. NO. 6 DEBRIS BARRIERS (E.G., TRASH RACKS) Condition When Maintenance is Needed Trash and Debris Trash or debris that is plugging more than 20% of the openings in the barrier. Damaged/ Missing Bars are bent out of shape more than 3 inches. Bars. Bars are missing or entire barrier missing. Bars are loose and rust is causing 50% deterioration to any part of barrier. A -6 Results Expected When Maintenance is performed No flammable chemicals present. No vegetation blocking opening to basin. No vegetation or root growth present. No pollution present other than surface film. Catch basin cover is closed Mechanism opens with proper tools. Cover can be removed by one maintenance person. Ladder meets design standards and allows maintenance person safe access. Grate opening meets design standards. Grate free of trash and debris. Grate is in place and meets design standards. Results Expected When Maintenance is Performed. Barrier clear to receive capacity flow. Bars in place with no bends more than 3/4 inch. Bars in place according to design. Repair or replace barrier to design standards. 1998 Surface Water Design Manual Z W U co Lu N LL w 2 LL ? �' = W 1- I • Zt._ I--O z La I A U� O — O I— W W LL0 .. Z U = O H Z Interurban Retail Technical Information Report SECTION 7 Other Permits At this time, there are no additional permits associated with this project. z • _ 0: z. 0 0, co o. W =. J N IL. W O' u. a: N d . • = W ' z ' t- 0 Z F- W p . • U N, Cl W UJ XU Z U N. 0 z• Interurban Retail Technical Information Report SECTION 8 TESC Analysis and Design The temporary erosion and sedimentation control plan was designed to reduce the discharge of sediment -laden runoff from the site. The plan is comprised of temporary measures (rock entrance, filter fence, straw mulch, etc.) as well as permanent measures (hydroseeding and landscaping). (BLUE LINE ownu• 8 -1 Interurban Retail Technical Information Report SECTION 9 Bond Quantities and Facilities Summary This information will be provided prior to final engineering approval. (BLUE LINE 9 -1 � • Interurban Retail Technical Information Report SECTION 10 Operations and Maintenance The detention pipe and bio- filtration swale will both be privately maintained. Included in this section are the pages from the 1998 KCSWDM pertaining to proper maintenance of these facilities. BLUE L1 NJ Men. 10 -1 z re w u6 J 00 co 0 W_ , w o ' w� g Q ` d . = w ' zE • 1-o Z �- w U� 0- WW H U ' u' O ..z U (0) _ . O ~ Maintenance Component Storage Area Manhole Catch Basins APPENDIX A MAINTENANCE STANDARDS FOR PRIVATELY MAINTAINED DRAINAGE FACILITIES NO.3 - CLOSED DETENTION SYSTEMS (PIPES/TANKS) Defect Plugged Air Vents Debris and Sediment Joints Between Tank/Pipe Section Tank Pipe Bent Out of Shape Cover Not in Place Locking Mechanism Not Working Cover Difficult to Remove Ladder Rungs Unsafe 1998 Surface Water Design Manual Conditions When Maintenance is Needed One -half of the cross section of a vent is blocked at any point with debris and sediment Accumulated sediment depth exceeds 10% of the diameter of the storage area for 1 /2 length of storage vault or any point depth exceeds 15% of diameter. Example: 72 -inch storage tank would require cleaning when sediment reaches depth of 7 inches for more than 1 length of tank. Any crack allowing material to be transported into facility Any part of tank/pipe is bent out of shape more than 10% of it's design shape Cover is missing or only partially in place. Any open manhole requires maintenance. Mechanism cannot be opened by one maintenance person with proper tools. Bolts into frame have less than %z inch of thread (may not apply to self - locking lids.) One maintenance person cannot remove lid after applying BOIbs of lift. Intent is to keep cover from sealing off access to maintenance. King County Safety Office and/or maintenance person judges that ladder is unsafe due to missing rungs, misalignment, rust, or cracks. See "Catch Basins" Standards No. 5 A -3 Results Expected When Maintenance is Performed Vents free of debris and sediment All sediment and debris removed from storage area. All joint between tank /pipe sections are sealed Tank! pipe repaired or replaced to design. Manhole is closed. Mechanism opens with proper tools. Cover can be removed and reinstalled by one maintenance person. Ladder meets design standards allows maintenance person safe access. See "Catch Basins" Standards No. 5 9/1/98 Z i�- Z rt 6 J U O 0 CO al to o W I • u. W O QQ LL Q cn Z d. W Z � I- O Z I- W W U� O - O I-- W W I— • 0 : L' O ll1 • = O 1- z APPENDIX A MAINTENANCE STANDARDS FOR PRIVATELY MAINTAINED DRAINAGE FACILITIES Maintenance Component General Cleanout Gate Orifice Plate Overflow Pipe Manhole Catch Basin 9/1/98 NO.4 - CONTROL STRUCTURE/FLOW RESTRICTOR Defect Trash and Debris (Includes Sediment) Structural Damage Damaged or Missing Damaged or Missing Obstructions Obstructions • Condition When Maintenance is Needed Distance between debris build -up and bottom of orifice plate is less than 1 -1/2 feet. Structure is not securely attached to manhole wall and outlet pipe structure should support at least 1,000 lbs of up or down pressure. Structure is not in upright position (allow up to 10% from plumb). Connections to outlet pipe are not watertight and show signs of rust. Any holes —other than designed holes - -in the structure. Cleanout gate is not watertight or is missing. Gate cannot be moved up and down by one maintenance person. Chain leading to gate is missing or damaged. Gate is rusted over 50% of its surface area. Control device is not working properly due to missing, out of place, or bent orifice plate. Any trash, debris, sediment, or vegetation blocking the plate. Any trash or debris blocking (or having the potential of blocking) the overflow pipe. See "Closed Detention Systems" Standards No. 3 See "Catch Basins" Standards No. 5 A4 Results Expected When Maintenance is Performed All trash and debris removed. Structure securely attached to wall and outlet pipe. Structure in correct position. Connections to outlet pipe are water tight; structure repaired or replaced and works as designed. Structure has no holes other than designed holes. Gate is watertight and works as designed. Gate moves up and down easily and is watertight. Chain is in place and works as designed. Gate is repaired or replaced to meet design standards.. Plate is in place and works as designed. Plate is free of all obstructions and works as designed. Pipe is free of all obstructions and works as designed. See "Closed Detention Systems' Standards No. 3 See 'Catch Basins" Standards No. 5 1998 Surface Water Design Manual Z uj r4 2 J U O 0 NO 111 - j- CO U- W O uL F _ Z fi-- O Z La DO U O - . 0 WW H� u' O .. Z w U= O ~ Z Maintenance Component General 1998 Surface Water Design Manual APPENDIX A MAINTENANCE STANDARDS FOR PRIVATELY MAINTAINED DRAINAGE FACILITIES NO.5 - CATCH BASINS Defect Trash & Debris (Includes Sediment) Cracks in Basin Walls/ Bottom Sediment/ Misalignment Conditions When Maintenance is Needed Trash or debris of more than 1/2 cubic foot which is located immediately in front of the catch basin opening or is blocking capacity of the basin by more than 10% Trash or debris (in the basin) that exceeds 1/3 the depth from the bottom of basin to invert the lowest pipe into or out of the basin. Trash or debris in any inlet or outlet pipe blocking more than 1/3 of its height. Dead animals or vegetation that could generate odors that could cause complaints or dangerous gases (e.g., methane). Deposits of garbage exceeding 1 cubic foot in volume Structure Damage to Corner of frame extends more than 3/4 inch past Frame and/or Top Slab curb face into the street (If applicable). Top slab has holes larger than 2 square inches or cracks wider than 1/4 inch (intent is to make sure all material is running into basin). Frame not sitting flush on top slab, i.e., separation of more than 3/4 inch of the frame from the top slab. Cracks wider than 1/2 inch and longer than 3 feet, any evidence of soil particles entering catch basin through cracks, or maintenance person judges that structure is unsound. Cracks wider than 1/2 inch and longer than 1 foot at the joint of any inlet/ outlet pipe or any evidence of soil particles entering catch basin through cracks. Basin has settled more than 1 inch or has rotated more than 2 inches out of alignment. A - 5 Frame is even with curb. Results Expected When Maintenance is performed No Trash or debris located immediately in front of catch basin opening. No trash or debris in the catch basin. Inlet and outlet pipes free of trash or debris. No dead animals or vegetation present within the catch basin. No condition present which would attract or support the breeding of insects or rodents. Top slab is free of holes and cracks. Frame is sitting flush on top slab. Basin replaced or repaired to design standards. No cracks more than 1/4 inch wide at the joint of inlet/outlet pipe. Basin replaced or repaired to design standards. 9/1/98 1t, APPENDIX A MAINTENANCE STANDARDS FOR PRIVATELY MAINTAINED DRAINAGE FACILITIES Maintenance Component Maintenance Component Pipes Open Ditches Catch Basins Debris Barriers (e.g., Trash Rack) General NO. 10 - CONVEYANCE SYSTEMS (PIPES & DITCHES) Defect Sediment & Debris Vegetation Damaged Trash & Debris Sediment Vegetation Erosion Damage to Slopes Rock Lining Out of Place orMissing (If Applicable). NO.11 - GROUNDS (LANDSCAPING) Defect Weeds (Nonpoisonous) Safety Hazard Trash or Litter Trees bnd Shrubs Damaged 1998 Surface Water Design Manual Conditions When Maintenance is Needed Accumulated sediment that exceeds 20% of the diameter of the pipe. Vegetation that reduces free movement of water through pipes. Protective coating is damaged; rust is causing more than 50% deterioration to any part of pipe. Any dent that decreases the cross section area of pipe by more than 20 %. Trash and debris exceeds 1 cubic foot per 1,000 square feet of ditch and slopes. Accumulated sediment that exceeds 20 % of the design depth. Vegetation that reduces free movement of water through ditches. See "Ponds" Standard No. 1 Maintenance person can see native soil beneath the rock lining. See "Catch Basins: Standard No. 5 See "Debris Barriers" Standard No.6 Conditions When Maintenance is Needed Weeds growing in more than 20% of the landscaped area (trees and shrubs only). Any presence of poison ivy or other poisonous vegetation. Paper, cans, bottles, totaling more than 1 cubic foot within a landscaped area (trees and shrubs only) of 1,000 square feet. Limbs or parts of trees or shrubs that are split or broken which affect more than 25% of the total foliage of the tree or shrub. Trees or shrubs that have been blown down or knocked over. Trees or shrubs which are not adequately supported or are leaning over, causing exposure of the roots. A -9 Results Expected When Maintenance is Performed Pipe cleaned of all sediment and debris. All vegetation removed so water flows freely through pipes. Pipe repaired or replaced. Pipe repaired or replaced. Trash and debris cleared from ditches. Ditch cleaned/ flushed of all sediment and debris so that it matches design. Water flows freely through ditches. See "Ponds" Standard No. 1 Replace rocks to design standards. See "Catch Basins" Standard No. 5 See "Debris Barriers" Standard No. 6 Results Expected When Maintenance is Performed Weeds present in less than 5% of the landscaped area. No poisonous vegetation present in landscaped area. Area clear of litter. Trees and shrubs with less than 5% of total foliage with split or broken limbs. Tree or shrub in place free of injury. Tree or shrub in place and adequately supported; remove any dead or diseased trees. 9/1/98 APPENDIX A MAINTENANCE STANDARDS FOR PRIVATELY MAINTAINED DRAINAGE FACILITIES NO. 13- WATER QUALITY FACILITIES A.) Biofiltration Swale Maintenance Defect Component Condition When Maintenance is Needed Biofiltration swale Sediment Accumulation Sediment depth exceeds 2- inches on Grass Layer Vegetation Inlet Outlet Pipe Trash and Debris Accumulation Erosion/ Scouring Vegetation Trash and Debris Accumulation Erosion/ Scouring V -Notch Pipe Weir 1998 Surface Water Design Manual When the grass becomes excessively tall (greater than 10- inches); when nuisance weeds and other vegetation starts to take over. Inlet/ outlet pipe clogged with sediment and / or debris. Trash and debris accumulated in the bio - swale. Where the bio -swale has eroded or scoured the bottom due to flow channelization, or higher flows. NO. 13- WATER QUALITY FACILITIES (CONTINUED) B.) Grasslined Filter Strips Maintenance Defect Component Condition When Maintenance is Needed Filter Strip Sediment Accumulation Sediment depth exceeds 2 inches. on Grass Layer When the grass becomes excessively tall Vegetation is mowed or nuisance (greater than 10- inches); when nuisance weeds vegetation is eradicated, such that and other vegetation starts to take over. flow not impeded. Grass should be mowed to a height between 4 inches and 9 inches. Trash and debris accumulated on the filter strip. Where the filter strip has eroded or scoured due to flow channelization, or higher flows. When the V -Notch pipe becomes damaged or clogged with sediment/ debris. A -11 Results Expected When Maintenance is Performed No sediment deposits on grass layer of the bio - swale, which would impede filtration of runoff. Vegetation is mowed or nuisance vegetation is eradicated, such that flow not impeded. Grass should be mowed to a height between 4 inches and 9 inches. No clogging or blockage in the inlet and outlet piping. Trash and debris removed from bioswale. Bioswale should be re- graded and re- seeded to specification, to eliminated channeled flow. Overseeded when bare spots are evident. Results Expected When Maintenance is Performed No sediment deposits on grass layer of the filter strip, which would impede filtration runoff. Trash and Debris removed from filter. Strip should be re- graded and re- seeded specification, to eliminate channeled flow. Overseeded when bare spots are evident. Cleaned and properly functioning weir, such that flows uniformly spread. 9/1/98 W QQ ? J U O 0 O O CO 11.1 -J I- CO W 2 LL Q RI W fl-- _ Z �. ZO • W U O — O I-- WW • U • O .• Z W U = 0 Z 3 rm -r ZC P1 rm CD CL X NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. .71 7.71, 7111 CD 0 0' 5a O o 1 3 � v o v m D 0 NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. WNW cD NNIk t\i) Retention /Detention Facility KCRTS Output Type of Facility: Detention Tank Tank Diameter: 3.00 ft Tank Length: 208. ft Effective Storage Depth: 3.00 ft Stage 0 Elevation: 0.00 ft Storage Volume: 1473. cu ft Riser Head: 3.00 ft Riser Diameter: 12.00 inches Number of orifices: 2 Full Head Pipe Orifice # Height Diameter Discharge Diameter (ft) (in) (CFS) (in) 1 0.00 1.81 0.154 2 1.50 0.56 0.010 4.0 Top Notch Weir: None Outflow Rating Curve: None Stage Elevation Storage Discharge Percolation (ft) (ft) (cu. ft) (ac -ft) (cfs) (cfs) 0.00 0.00 0. 0.000 0.000 0.00 0.02 0.02 1. 0.000 0.012 0.00 0.04 0.04 4. 0.000 0.017 0.00 0.06 0.06 7. 0.000 0.021 0.00 0.08 0.08 11. 0.000 0.024 0.00 0.09 0.09 13. 0.000 0.027 0.00 0.11 0.11 17. 0.000 0.030 0.00 0.13 0.13 22. 0.001 0.032 0.00 0.15 0.15 28. 0.001 0.035 0.00 0.25 0.25 59. 0.001 0.045 0.00 0.35 0.35 96. 0.002 0.053 0.00 0.45 0.45 139. 0.003 0.060 0.00 0.55 0.55 185. 0.004 0.066 0.00 0.65 0.65 235. 0.005 0.072 0.00 0.75 0.75 288. 0.007 0.077 0.00 0.85 0.85 343. 0.008 0.082 0.00 0.95 0.95 401. 0.009 0.087 0.00 1.05 1.05 459. 0.011 0.091 0.00 1.15 1.15 520. 0.012 0.095 0.00 1.25 1.25 581. 0.013. 0.099 0.00 1.35 1.35 643. 0.015 0.103 0.00 1.45 1.45 705. 0.016 0.107 0.00 1.50 1.50 736. 0.017 0.109 0.00 1.51 1.51 743. 0.017 0.109 0.00 1.52 1.52 749. 0.017 0.111 0.00 1.53. 1.53 755. 0.017 0.111 0.00 1.54 1.54 761. 0.017 0.112 0.00 1.55 1.55 768. 0.018 0.112 0.00 1.65 1.65 830. 0.019 0.117 0.00 1.75 1.75 892. 0.020 0.122 0.00 1.85 1.85 953. 0.022 0.126 0.00 1.95 1.95 1013. 0.023 0.130 0.00 2.05 2.05 1072. 0.025 0.133 0.00 2.15 2.15 1130. 0.026 0.137 2.25 2.25 1185. 0.027 0.141 2.35 2.35 1238. 0.028 0.144 2.45 2.45 1288. 0.030 0.147 2.55 2.55 1334. 0.031 0.151 2.65 2.65 1377. 0.032 0.154 2.75 2.75 1414. 0.032 0.157 2.85 2.85 1445. 0.033 0.160 2.95 2.95 1468. 0.034 0.163 3.00 3.00 1473. 0.034 0.164 3.10 3.10 1473. 0.034 0.475 3.20 3.20 1473. 0.034 1.040 3.30 3.30 1473. 0.034 1.770 3.40 3.40 1473. 0.034 2.570 3.50 3.50 1473. 0.034 2.850 3.60 3.60 1473. 0.034 3.110 3.70 3.70 1473. 0.034 3.350 3.80 3.80 1473. 0.034 3.570 3.90 3.90 1473. 0.034 3.780 4.00 4.00 1473. 0.034 3.970 4.10 4.10 1473. 0.034 4.160 4.20 4.20 1473. 0.034 4.340 4.30 4.30 1473. 0.034 4.510 4.40 4.40 1473. 0.034 4.680 4.50 4.50 1473. 0.034 4.840 4.60 4.60 1473. 0.034 4.990 4.70 4.70 1473. 0.034 5.140 4.80 4.80 1473. 0.034 5.280 4.90 4.90 1473. 0.034 5.430 5.00 5.00 1473. 0.034 5.560 Hyd Inflow Outflow Target Calc 1 0.41 * * * * * ** 0.41 2 0.22 * * * * * ** 0.20 3 0.25 0.16 0.16 4. 0.29 * * * * * ** 0.16 5 0.21 * * * * * ** 0.15 6 0.24 0.14 0.14 7 0.18 * * * * * ** 0.10 8 0.20 * * * * * ** 0.10 Route Time Series through Facility Inflow Time Series File:dev.tsf Outflow Time Series File:pipe Inflow /Outflow Analysis Peak Inflow Discharge: Peak Outflow Discharge: Peak Reservoir Stage: Peak Reservoir Elev: Peak Reservoir Storage: Flow Frequency Analysis Time Series File:pipe.tsf Peak Stage 3.08 3.01 3.00 3.00 2.49 2.31 1.35 1.29 KCRTS Output Elev 3.08 3.01 3.00 3.00 2.49 2.31 1.35 1.29 0.413 CFS at 0.413 CFS at 3.08 Ft 3.08 Ft 1473. Cu -Ft 0.034 Ac -Ft 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Storage (Cu -Ft) (Ac -Ft) 1473. 1473. 1473. 1472. 1308. 1215. 641. 606. 0.034 0.034 0.034 0.034 0.030 0.028 0.015 0.014 6:00 on Jan 9 in Year 8 7:00 on Jan 9 in Year 8 Project Location:Sea -Tac - -- Annual Peak Flow Rate Rank (CFS) 0.149 5 0.103 7 0.164 3 0.101 8 0.143 6 0.195 2 0.164 4 0.413 1 Computed Peaks Flow Rates-- - Time of Peak 2/09/01 1/05/02 2/27/03 8/26/04 10/28/04 1/18/06 11/24/06 1/09/08 5:00 17:00 9:00 3:00 19:00 17:00 5:00 7:00 KCRTS Output Flow Frequency Analysis - - Peaks - - (CFS) 0.413 0.195 0.164 0.164 0.149 0.143 0.103 0.101 0.340 (ft) 3.08 3.01 3.00 3.00 2.49 2.31 1.35 1.29 3.06 Rank Return Prob Period 1 100.00 0.990 2 25.00 0.960 3 10.00 0.900 4 5.00 0.800 5 3.00 0.667 6 2.00 0.500 7 1.30 0.231 8 1.10 0.091 50.00 0.980 Flow Frequency Analysis Time Series File:pipe.tsf Project Location:Sea -Tac - -- Annual Peak Flow Rate Rank (CFS) 0.149 5 0.103 7 0.164 3 0.101 8 0.143 6 0.195 2 0.164 4 0.413 1 Computed Peaks Flow Rates-- - Time of Peak 2/09/01 5:00 1/05/02 17:00 2/27/03 9:00 8/26/04 3:00 10/28/04 19:00 1/18/06 17:00 11/24/06 5:00 1/09/08 7:00 pipe. pks Flow Frequency Analysis - - Peaks - - Rank Return Prob (cFS) 0.413 0.195 0.164 0.164 0.149 0.143 0.103 0.101. 0.340 (ft) 3.08 3.01 3.00 3.00 2.49 2.31 1.35 1.29 3.06 Period 1 100.00 2 25.00 3 10.00 4 5.00 5 3.00 6 2.00 7 1.30 8 1.10 50.00 0.990 0.960 0.900 0.800 0.667 0.500 0.231 0.091 0.980 Z =z mow, 6 .J U O 0 W = w O ti 4 ( n d � Z � •i- O Z ►- w O o U co O H • ui Z' LII N H O Z �.:L,; :(� +:>'..'� ; ft, l�f:' anr.:.. ri:. N:: a+ au. i .t: �id't's•�i:�v):_•:.:isl t.Y+LIW.trt • Flow Frequency Analysis Time Series File:wq - flow.tsf Project Location:Sea -Tac - -- Annual Peak Flow Rate Rank (CFS) 0.372 6 0.259 8 0.749 2 0.299 7 0.406 5 0.429 4 0.511 3 1.03 1 Computed Peaks Flow Rates-- - Time of Peak 8/27/01 18:00 9/17/02 17:45 12/08/02 17:15 8/23/04 14:30 10/28/04 16:00 10/27/05 10:45 10/25/06 22:45 1/09/08 6:30 wq- flow.pks - - Peaks (CFS) 1.03 0.749 0.511 0.429 0.406 0.372 0.299 0.259 0.934 Page 1 Flow Frequency Analysis - - Rank Return Prob Period 1 100.00 0.990 2 25.00 0.960 3 10.00 0.900 4 5.00 0.800 5 3.00 0.667 6 2.00 0.500 7 1.30 0.231 8 1.10 0.091 50.00 0.980 • t Flow Frequency Analysis Time Series File:predev.tsf Project Location:Sea -Tac - -- Annual Peak Flow Rates-- - Flow Rate Rank Time of Peak (cFs) 0.151 5 2/09/01 2:00 0.114 7 1/05/02 16:00 0.184 2 2/27/03 7:00 0.113 8 8/26/04 2:00 0.138 6 10/28/04 16:00 0.160 4 1/18/06 16:00 0.164 3 10/26/06 0:00 0.316 1 1/09/08 6:00 Computed Peaks predev.pks Flow Frequency Analysis - - Peaks - - Rank Return Prob (cFS) Period 0.316 1 100.00 0.184 2 25.00 0.164 3 10.00 0.160 4 5.00 0.151 5 3.00 0.138 6 2.00 0.114 7 1.30 0.113 8 1.10 0.272 50.00 Page 1 0.990 0.960 0.900 0.800 0.667 0.500 0.231 0.091 0.980 Flow Frequency Analysis Time series File:dev.tsf Project Location:Sea -Tac dev.pks - -- Annual Peak Flow Rates - -- Flow Frequency Analysis Flow Rate Rank Time of Peak - - Peaks - - Rank Return Prob (cFs) (cFs) Period 0.208 6 2/09/01 2:00 0.413 1 100.00 0.990 0.176 8 1/05/02 16:00 0.288 2 25.00 0.960 0.249 3 12/08/02 18:00 0.249 3 10.00 0.900 0.198 7 8/26/04 2:00 0.237 4 5.00 0.800 0.237 4 10/28/04 16:00 0.221 5 3.00 0.667 0.221 5 1/18/06 16:00 0.208 6 2.00 0.500 0.288 2 10/26/06 0:00 0.198 7 1.30 0.231 0.413 1 1/09/08 6:00 0.176 8 1.10 0.091 computed Peaks 0.372 50.00 0.980 Page 1 Z , i W Ce J 00 w = U) u_ w O g co = w _ ? F-. o . z � w C.) O - W • uj 1--H �!- O. w U N O z ST 1.1 SECTION 3.2 RUNOFF COMPUTATION AND ANALYSIS METHODS . FIGURE 3.2.2.A RAINFALL REGIONS AND REGIONAL SCALE FACTORS Rainfall Regions and Regional Scale Factors fr ..- 9/1/98 ST 1.1 Incorporated Area ....c=D River/Lake — Major Road ST 1.0 ST 1.0 PIERCE COUNTY 3-22 ST 1.0/ LA 0.8 LA 0.9 LA 1.0 SNOHOMISH COUNTY LA 1.2 tl* 1998 Surface Water Design Manual LA 1.2 z 2 Lij 6 —I 0 00 ° Cfl LU LUX LL. uj 0 ° w z o z ui • C) O co O — O I-- u j I 0 P o NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. aji71111 - -71E 7/1 7111 4 DIBBLE ENGINEERS FILE COPY PREPARED FOR: Connell Design Group 22002 64th Avenue West, Suite 2C Mountlake Terrace, Washington / 37445 EXPIRES 1102! C9 Structural Calculations Project #: 04 -145 Prepared by Dibble Engineers, Inc. Revised: February 1, 2005 TUKWILA RETAIL CENTER STRUCTURAL CALCULATIONS TUKWILA, WASHINGTON RECEIVED FEB 10 2005' COMMUNITY DEVELOPMENT REVIEWMPLT FOR CODE CO igloo ouso MA Y 12 2005 City Of 'Ili ���--�1� BUILDING DI wile 5003 T',-1 t. z z J O 0 O. W La -I H .Nu_ w 0 g a = d. U. Z F = .. Z w U ! o D. .w w' �-o w z co. 0 ~, z DIBBLE ENGINEERS, INC. TUKWILA RETAIL CENTER STRUCTURAL CALCULATIONS TUKWILA, WASHINGTON TABLE OF CONTENTS Section Number DESIGN CRITERIA 1 GRAVITY CALCULATIONS 2 LATERAL CALCULATIONS 3 �Z C 2 III 6 -J C.) 00 CO O CO LIU J = H fA lJ. W O Q z 0 Z1- ' 1- O Z1-- W ui U • o O N 0 F- ILI =U lL O W W co Z DIBBLE ENGINEERS, INC. TUKWILA RETAIL CENTER STRUCTURAL CALCULATIONS TUKWILA, WASHINGTON TABLE OF CONTENTS SECTION 1 DESIGN CRITERIA Dibble Engineers, Inc. - Design Criteria Worksheet Gravity Design Loads: Job Name: Tukwila Retail Center Project #: 04 Location: Building Code: 2003 IBC Permitting Authority: City of Tukwila, Washington Roof Dead Load Roof Live Load Floor Dead Load Floor Live Load LL Reducible? Partition Load Composite Floor Foundation: Soil Bearing Press. Pile Capacity Frost Depth Lateral Earth Pressures: Snow: Restrained Unrestrained: Passive Pressure: Friction Coefficient Ground Snow Load p Importance Factor is Snow Load p Snow Exposure C Thermal Factor C * Seattle, at ground level 13038 Interurban Avenue South, Tukwila, Washington 15 20 n/a n/a yes n/a n/a 1500 n/a 18 n/a n/a n/a n/a 20 1 25 1.00 1.00 psf psf psf psi psf psf psf tons inch pc pc pcf psf psf Concrete: Masonry: Structural Steel: Lumber : Engineered Wood Products: Footing: Slab-on-grade: Concrete Beams : Elevated Slabs: Concrete Columns: Concrete Walls: Piles: Reinforced Masonry Special Insp Required? W-shapes: ASTM A Gr Tube/Pipe: ASTM A Gr Bolt Type: ASTM A Bolt Dia Species: DF #2 and Better 2x4: 2x6 & larger 2x 's : No. 2 4x : Beams & Post No. 2 6x : Beams & Post No. 1 Sill Plate Grade : HF #2 SINWJ / OWWJ PSL / LSL / LVL Glulam Sheathing (roof) Sheathing (floor) Sheathing (walls) 2500 2500 n/a n/a n/a 2500 n/a 60 60 n/a n/a n/a 60 n/a fc fy ksi ksi ksi ksi ksi ksi ksi fm fy n/a no n/a no n/a n/a n/a n/a Fy ksi ksi Inch n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a Fb Fv psi psi psi psi psi n/a n/a n/a n/a n/a n/a psi psi psi Inch inch inch WEST ELEVATION X.ZL 3/16 EAST ELEVATION SC.a: 3ps"-c-0 - SOUTH ELEVATION SCALE 3/n a Oar Ita pot NORTH ELEVATION SCAM 3/1A - 0 TO 90.17+0. oonce. 40 PAINT SCHFNA kowank ft. Po) rat17 rml InS 1.01111 fat In SI *1St quo • PATtO 0 pa, - VMS RD 0,1 In ZS P •1111.11.0 - 00137 Mo. IKE ON al KIS 737 5¢0/21,UR - ITS MK ROWS K. NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. C6NN1ELL DESIGN! num. 6, lir.. SOW refram. IVA IOUS 7, 420 V 411714 K ILL aft7111 3030 rrtf.r.21W1 SOW. nntwil.A. WA. PROJECT NAVE GRAM'? DEVELOPMENT TUF SNILA [TAIL CUPP OVSKJI ILAA, at maIrron WG 00, sr moan ISSUED/REVISIONS - • -• - • - - • - - _ _ • C CONa/LTANTS SKI I (TILL B UILDING ELEVATIONS SALE) NO A3.0 4.• J • NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEARi`HAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. DIBBLE ENGINEERS, INC. TUKWILA RETAIL CENTER STRUCTURAL CALCULATIONS TUKWILA, WASHINGTON TABLE OF CONTENTS SECTION 2 GRAVITY CALCULATIONS A NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. r ■-• DIBBLE ENGINEERS, INC. Project No: 04-145 Project Tukwila Retail Center Subject Gravity Sheet No: G Date 11/2004 By KZ Member: s °) Length: 2 e FT MAX- Tributary Area: [ig5 FT 7/ e Alm e. 7 p6r W: [ /5 1 PLF -t- e (7250 = 134c. J M: K" r ) 3.4 1 111=1j34 # TV? HANGER 0 TYP POST 0 Member: W: M: V: I # K RI= TYP HANGER 0 TYP POST 0 PLF #' K" FT Length: 1 FT Tributary Area: L FT L= FT f RH/347Z_ # TV? HANGER TYP POST to R.1=! # TYP HANGER TYP POST 0 Use: CL / 4 ) 9 )) 2— MA: [3/ it' K" VA: 2.). I # Use: MA: Er span, uniform load O Simple span, point load at centerline #' K" A' I # K • O Simple span, uniform load O Simple span, point load at centerline DOL: 1.0 DOL: 1.0 1.15 .J .4 4.• DIBBLE ENGINEERS Project No. Project Subject ‘P- AVrfld Ds Sheet No. GI Date ort By wow � = z er tvc ) 8 ( 7 , 1 5-) 7-2_0 -P14- L s 3 . K-, S� w 1- r4I gb V -7_s z _ iZBoe'p � TL bE.'Ank i ,�- ' E. s' V = `& 1 1. / STvds 11.7 Usss (j gavlis ry 51 to i--‘13 1 1 3 7. - Mr 8 = 14 4. 2 t U ?PF-2 lH = ZIC K -3/. K 7 , t . USr 5 / 1e x b 74-6 I ,/t p sl.e) �� �d� - )- ►S - 3f� = (ZS = 919 o >'�f 4 5/ A-o) = pf Ee-f4 P� �- 5 �� 1-11 = 3 s P t� 1/95 r r USE S 1 /8 x / `40-- sl.` 1�� Sri1r. v . ..2,01 1 ,- v.-1 L St2is Kati MAC VA 0�� = 1. is -e_=1Lo'' ,�—s 114 ( Zs +l 5) = SG O LAW >Zov� k (I dx Lo) -6 0 OPPEft. G.-Ho-A- 4 3 (ZS 4- 15 = / 2 n u' P n_ ;t,oc. •f� 1 3 0 = 3 � 53= wi t 4 = 7-- 44,.r..4-4t 9 �'o 5'a 1I 2- G11.-12:, 3S K2 CP Dot (_15 )2 -7 k (0 '1 z 4= 2124 z < • z rt w 6� = W i O U O y WI CO LL w O gQ = I -w ' Z ZO w al :p U a'- W U_ 0 z w O ~ z idr o.,C5.1 : tti'i(1.sir, SC1.' .Sk.ibra. 1,,Liaxana DIBBLE ENGINEERS, INC. Project No: 04-145 Project Tukwila Retail Center Subject Gravity Sheet No: G Z. Date 11/2004 By KZ (.... Member: j Length: 1Z.L6 FT Tributary Area: e FT W. [5 PLF 0 :(/ 5 - C") 4- jL oc) M: r#2.2 _OK v i IIE1IJ \ED • R1= Los 1 # TYP HANGER 0 TYP POST 0 Member: L= ri..L FT Length: [14,51 FT Tributary Area: E., FT 9 10 w: 1 PLF ------' M: 3,4 V: I 3( R1=13625 # TYP HANGER 0 TYP POST 0 L= r14,51 FT R 1 46 go i # TYP HANGER TYP POST 0 TV? HANGER o TV? POST 5 t ' - s.t. Jr Et span, uniform load 0 Simple span, point load at centerline Use: G c_ 5 M • A. 5/, #' K" .D - VA: 113irrnple span, uniform load 0 Simple span, point load at centerline Use: L 5 MA: r Z 3 #' K" VA: .3 # DOL: 1.0 n .1 DOL: 1.0 DIBBLE ENGINEERS Project No. Project • C-A T�1 cr CSAT�, — Subject a 2Avt_'Y sss1 Sheet No. � Date , 0 By PE.g_rrY)Erer goat' sUpeu,Zr Y /o.S SPAT, 0 .S '4 po)- La30 /2a 74/ .1 241 / I 1 tt MAX- .e . I o. s t1Ax t' (J3 K .' 1(.7 10 o (p) e &w5 c3A !rL (3) sm10 S S7v0 5 (.) 4 (o S �3 MiL STti'S , 33 Ks, ( , 4/D S CA (opt -TT = Zo$ z ►0 1-1CX J yoe. - 22 (3_) ■.) sDzst = 90 11. r -4 8 1041- # 1.4 1 4- 11 (4) 5PAc$ e 3. !1.25*- -2 !.r= 1, (ZS IS) . IW O pe...r + Zv a USE 2''hteq K l�� -4 F�SL MA= 13.v � VA - s - . s K. er CA 40 46 Pt-F Gz•Z w .S ' �r ' 2 = ' 1 ' 2 1 2 - ` c . . - . SP AC 5 / USE (AI) # Scrt -se-+5 /F GJaLA....' S7t/2 e. &.>") # S wS a-- c@.v2 3/4. too 01 4' xl o,L MA )3_ff K VAS Y- S��-F SCf.EW5 i Use Z" CG ?- S� 'te V \T1 i'S t1 Doz - = i .o (i €2)6 , A) 7Pe M rr S c 3'w o 12.2_ eft 6 S arc.a td s e_ yx:..uiriN:Sri z w 6 v0 U o CO W J I- LL w 2 LL a = F- _ W Z F.. i- O ZF-- w w 0 ON 0 w UL • . Z' w H= 0 H- . z ., : , : ' sign Proper1 : ;0'• ty :: , , `, . •• ,; e pth:: r : ^' ,.91/4' . .11 ".: `1.1.7/8'.'.: . ' , ;.,..c , 16' .: . 18° ' ;(lbs) :, -.' - r;';rMomentfty 18,625 19,585 •26,955 29,855 40,740 52,430 65,495 ' "(Ibs;). ::<';: 9,390 9,645 11,420 12,055 14,210 16,240 18,270 Moment tif ne►4, (in 4 345 375 625 735 1,200 1,790 2,550 i;:iWeighaIbs /lin 'ft) r 15.2 15.6 18.5 19.5 23.0 26.3 29.5 - .i' _ < i :D epth ° i ;.:19,114 Design Property ;.... , , .:,.:' . ,. i f..9 )/4 •.13 r s ; 14 "_., ,..11r/s:. : ' . ,14. , ! :11 6 .. . •: ti,'..'.Moiper t;(ft111 :4) . 24,830 26,115 35,940 •39,805 54,325 69,905 87,325 q :,C Shearr:(Ibs):':;, 12,520 12,855 15,225 16,070 18,945 21,655 24,360 'Moment`of.%Inertia'.(in;4) 460 500 830 975 1,600 2,390 3,400 )' ; Weighit (lbs;/Iini:ft:) `, 20.2 20.8 24.6 26.0 30.6 35.0 39.4 "Des! n Pro e it ' gn s .i' _ < i :D epth ° i ;.:19,114 . :11114' 11V /s ; 14 "_., . 16'{! ' 18 : ;:; 'Moment (:.ft. Ibs );,; :',: 9,535 10,025 13,800 15,280 20,855 26,840 33,530 c; i; Shear (Ibs:) a 4,805 4,935 5,845 6,170 7,275 8,315 9,350 ;Moinentofslnertia;(in ?) 175 190 320 375 615 915 1,305 Weight".(Ibs %lin. .) : 7.8 8.0 9.5 10.0 11.8 13.4 15.1 s Deslgn Prope •`' • •Dept h : : .. .. 9 /4' :.9 /z" '91 /4" ',:11 l4' 16" , 18 ' ;4:Momen0.,(ftittis:) .n;;+ 12,415 13,055 17,970 19,900 27,160 34,955 43,665 '. .4''15hear;:lbs; ;: c-'.r:. 6,260 6,430 7,615 . 8,035 9,475 10,825 12,180 'M6..h3: of.;Inertia_(, 4). 230 250 415 490 800 .1,195 1,700 4:,''Weighit�(lbs ` /1iii;9ft ); 10.1 10.4 12.3 13.0 15.3 17.5 19.7 :•4: . ii_ De sign Prope 3..,. •`' • •Dept h : : .. 9 .9 ; -211 .117bi'; •14" .::: Morrient`(ft2Ibs . .);: : :`•; 6,210 6,530 8,985 9,950 13,580 t..';1'.6'.'..6%;, 5h'ear: 3,130 3,215 3,805 4,020 4,735 Moment: of :Inertia (in 4) 115 125 210 245 400 • `.W eight(Ibs;/lin; ft.):; ;' 5.1 5.2 6.2 6.5 7.7 HEADER AND BEAM DESIGN PROPERTIES 2.0E PARALLAM PSL ALLOWABLE DESIGN STRESSES (100% LOAD DURATION) Shear modulus of elasticity Modulus of elasticity Flexural stress Compression perpendicular to grain parallel to wide face of strands Compression parallel to grain Horizontal shear perpendicular to wide face of strands (1) For 12 -inch depth. For others, multiply by L d j�'��� (2) F shall not be increased for duration of load. ALLOWABLE DESIGN PROPERTIES (100% LOAD DURATION /SERVICE LEVEL 2) 1 2.0E PARALLAM PSI 2 2.0E PARALLAM PSL 3 2.0E PARALLAM PSL 5 2.0E PARALLAM PSL 7" 2.0E PARALLAM PSL G = 125,000 psi E = 2.0 x 10 psi Fb 2,900 psi( F = 750 psi( F�11 = 2,900 psi F„ = 290 psi GENERAL ASSUMPTIONS FOR NON- TREATED PARALLAM PSL • Values in this brochure for non - treated Parallam® PSL are applicable for use in dry service conditions only. • Lateral support is required at all bearing points and along compression edge at intervals of 24" on- center or closer. • Use specific gravity of 0.5 when designing connections. • ® are made without camber; therefore Parallam® PSL beams ar m therefore, in addition to complying with the deflection limits of the applicable building code, other considerations, such as long term deflection under sustained loads (including creep), ponding (positive drainage is essential) and aesthetics, must be evaluated. • Roof members shall either be sloped for drainage or designed to account for load and deflection as specified in the applicable building code. • Reductions applied in accordance with: 1994 UBC 1606, 1996 NBC 1606 and 1994 SBC 1604 for floor live load; 1994 UBC 1606, 1996 NBC 1607 and 1994 SBC 1604 for roof live load in non -snow (125 %) conditions. • 3 members may be two pieces of 1 Parallam® PSL or a single 3 width beam. 5 members may be three pieces of 1 Parallam® PSL, one piece of 1 with one piece of 3 ", or a single 5 width beam. 7" members may be two pieces of 1 Parallam® PSL around one piece of 3 ", two pieces of 3 ", or a single 7" width beam. See pages 16 and 17 for multiple member beam connections. Inputs Service Dead Load = 17.8 kips Service Live Load = 9.3 kips Factored Total Load = 40.7 kips 411owable Soil Bearing Stress = 1500 psf Concrete Strength (fc) = 2500 psi Column Xc Dimension = 10.00 in. Column Yc Dimension = 10.00 in. X Dimension = 4.50 ft. Y Dimension = 4.50 ft. Thickness (t) = 10.00 in. Clear Cover = 3.00 in. Depth (d) = 6.38 in. Bearing Check Project Number: 04 -145 Project: Tukwila Retail Center Subject: Typ Interior Column Footing Date: 11/11/2004 By: kzimmers Ultimate Soil Bearing Stress = 2.01 ksf Required Footing Area = 18.07 sq. ft. Actual Footing Area = 20.25 sq. ft. Beam Shear Design - X Direction Beam Shear Design - Y Direction Punching Shear Design Vu = 12 kips OVn = 29 kips Vu = 12 kips OVn = 29 kips Vu = 37 kips Q Vn = 71 kips Spread Footing Design X r Xc Yc Flexural Design - X Direction OK Flexural Design - Y Direction OK Y Bar Size = #5 Number of Bars Provided = 4 OK As Minimum = 0.97 sq. in. As Provided = 1.24 sq. in. OK Mu = 15 ft-kips OMn = 34 ft-kips OK Bar Size = #5 Number of Bars Provided = 4 As Minimum = 0.97 sq. in. OK As Provided = 1.24 sq. in. OK Mu = 15 ft -kips OMn = 34 ft-kips OK Z 1 z ` W r JU U U U CO ILI J N W W o LL Q D d. = W H =. Z F. II-0 Z uj U� O — • I— W I- u' Z Il I CO o Z Inputs Service Dead Load = 9.4 kips Service Live Load = 16.0 kips Factored Total Load = 40.4 kips 411owable Soil Bearing Stress = 1500 psf Concrete Strength (fc) = 2500 psi Column Xc Dimension = 10.00 in. Column Yc Dimension = 10.00 in. X Dimension = 4.50 ft. Y Dimension = 4.50 ft. Thickness (t) = 10.00 in. Clear Cover = 3.00 in. Depth (d) = 6.38 in. Bearing Check Project Number: 04 -145 Project: Tukwila Retail Center Subject: Interior Column Footing Date: 1/31/2005 By: kzimmers Ultimate Soil Bearing Stress = 1.99 ksf Required Footing Area = 16.93 sq. ft. Actual Footing Area = 20.25 sq. ft. Beam Shear Design - X Direction Punching Shear Design Vu = 12 kips OVn = 29 kips OK Beam Shear Design - Y Direction Vu = 12 kips OVn = 29 kips Vu = 37 kips OVn = 71 kips OK Spread Footing Design @ Grid B4 (revised 1/31/05) t x Xc Yc Flexural Design - X Direction Flexural Design - Y Direction A v Bar Size = #5 Number of Bars Provided = 4 OK As Minimum = 0.97 sq. in. As Provided = 1.24 sq. in. OK Mu = 15 ft-kips OMn = 34 ft -kips OK Bar Size = #5 Number of Bars Provided = 4 As Minimum = 0.97 sq. in. OK As Provided = 1.24 sq. in. OK Mu = 15 ft-kips OMn = 34 ft-kips OK A lp 6 2 , wises?) Y Z 1 W OC tg 00 CO 0 w_ w o gQ N d. = w Z � 1— 0 W W • p O — O 1— w w H U U O .• Z W — I O ~ Z ^h4.+5:°i.:4S'�. iii. ��. �Yi:. ir. liergy..: rd. iid+ xr"da::= .a:� >•.�a�.w,.,.. ,.....,... DIBBLE ENGINEERS Project No. Project - r o Kw L.A ISET✓A L Subject Sheet No. Date o4{ By K � goc X16 =Z-5 W = (Z 2-5 ( r e9(, o] C c�vc�r,n aS A e-L._.--wAGxs Sor SS V,1,6. 1 S S l It 1 E . 7 i </Yz/- ,c J // C.z l 111-oo PC-F ►�v u56 12 ("30E x lo n &,P w/ 1-.70 * c.,,- G x-1 as B J ►o00 � oo > - a do �coT � s c, S�GF 1 = Z - W T z z . it W QQ � JU 00 w J F. W } g J � co = W Z1.- 1- 0 Z I-- W Do 0 N O I- W w H U 1 O .. z W 1= _ O 1— z Member Slope: 0 ;12 Roof SlopeO. LOADS: Analysis is for a Joist Member. Primary Load Group - Snow (psf): 25. Vertical Loads: Type Class Live Uniform(psf) Floor(1.00) SUPPORTS: Input Width 1 Stud wall 3.50" 2 Stud wall 3.50" DESIGN CONTROLS: Shear (Ibs) 'ertical Reaction (Ibs) Moment (Ft -Lbs) Live Load Defl (in) Total Load Defl (in) PROJECT INFORMATION: Tukwila Retail Center DEI Job# 04 -145 Bearing Length 3.50" 3.50" 0.0 100.0 O To 4' Adds To Maximum Design Control 1555 1532 2237 1555 1555 1679 5405 5405 5468 0.582 0.719 1.099 1.079 Copyright © 2003 by Trus Joist, a Weyerhaeuser Business TJIG® and TJ- Beam1% are registered trademarks of Trus Joist. e -I JoistTM,Pro' and TJ -ProTM are trademarks of Trus Joist. Typical Roof Joist w/ 100PSF x 4' Mechanical unit area AV(t rhacuscrBusincss TJ- Beam(TM) 6.10 Serial Number: 7003019738 User: 2 11/8/2004 Page 1 EngineVesion :41 PM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED 22' All dimensions are horizontal. 0 Live at 115 % duration, 15.0 Dead Dead Location Application Comment Vertical Reactions (Ibs) Detail Live /Dead /Uplift/Total 550/1063/0/1613 550/397/0/947 14" TJI® 230 @ 24" o/c End, TJI Blocking End, TJI Blocking Control Passed (68 %) Passed (93 %) Passed (99 %) Passed (L/445) Passed (L/236) \ \Cadd \CADD Files \2004 Projects \04 -145 Tukwila Retail Center \Roof beam, Typical.sms Other 1 Ply 14" TJI® 230 1 Ply 14" TJI® 230 Location Lt. end Span 1 under Snow loading Bearing 1 under Snow loading MID Span 1 under Snow loading MID Span 1 under Snow loading MID Span 1 under Snow loading OPERATOR INFORMATION: Kurt Zimmers Dibble Engineers, Inc. 25 Central Way Suite 400 Kirkland, WA 98033 Phone : (425) 883 -1900 Ext 4 Fax : (425) 497 -1921 kurt@dibbleengineers.com A Pr oduct Diagram is Conceptual. - Deflection Criteria: STANDARD(LL:U360,TL:U240). - Bracing(Lu): All compression edges (top and bottom) must be braced at 2' 8" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. ADDITIONAL NOTES: - IMPORTANT! The analysis presented is output from software developed by Trus Joist (TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. - Allowable Stress Design methodology was used for Building Code IBC analyzing the TJ Custom product listed above. Typical Roof Joist w/ 100PSF x 4' Mechanical unit area TJ- Beam(TM) 6.10 Serial Numb 70030 14" TJ I® 230 @ 24" O/C User: 2 Page2 En ine 03 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Load Group: Primary Load Group ^ 21' 7.00" ^ Max. Vertical Reaction Total (lbs) 1613 947 Max. Vertical Reaction Live (lbs) 550 550 Selected Bearing Length (in) 3.50(W) 3.50(W) Max. Unbraced Length (in) 32 Loading on all spans, LDF = 0.90 , 1.0 Dead Design Shear (lbs) 996 -388 Max Shear (lbs) 1015 -390 Member Reaction (lbs) 1015 390 Support Reaction (lbs) 1063 397 Moment (Ft -Lbs) 2540 Loading on all spans, LDF = 1.00 , 1.0 Dead + 1.0 Floor Design Shear (lbs) 996 -388 Max Shear (lbs) 1015 -390 Member Reaction (lbs) 1015 390 Support Reaction (lbs) 1063 397 Moment (Ft -Lbs) 2540 Live Deflection (in) 0.000 Total Deflection (in) 0.518 Loading on all spans, LDF = 1.15 , 1.0 Dead + 1.0 Floor + 1.0 Snow Design Shear (lbs) 1532 -923 Max Shear (lbs) 1555 -930 Member Reaction (lbs) 1555 930 , 4pport Reaction (lbs) 1613 947 oment (Ft -Lbs) 5405 Live Deflection (in) 0.582 Total Deflection (in) 1.099 PROJECT INFORMATION: Tukwila Retail Center DEI Job# 04 -145 Copyright 0 2003 by Trus Joist, a Weyerhaeuser Business TJIP and TJ -BeamV are registered trademarks of Trus Joist. e -I Joist"',Pro" and TJ-Pro"' are trademarks of Trus Joist. \ \Cadd \CADD Files \2004 Projects \04 -145 Tukwila Retail Center \Roof beam, Typical.sms OPERATOR INFORMATION: Kurt Zimmers Dibble Engineers, Inc. 25 Central Way Suite 400 Kirkland, WA 98033 Phone : (425) 883 -1900 Ext 4 Fax : (425) 497 -1921 kurt@dibbleengineers.com W ' re 2 115 m JU O 0 N 0 -3 CO LL W O u. Q = d 11W Z = fi- Z I-- W La D Q. U O - O F- W W. I U u' O W • = Z AV(Eycrhaeuur Business TJ- Beam(TM) 6.10 Serial Number 7003019738 User. 2 11/8/2004 3:10:12 PM Page 1 Engine Version: 1.10.3 Member Slope: 012 Roof SlopeO12 a 24• All dimensions are horizontal. LOADS: Analysis is for a Joist Member. Primary Load Group - Snow (psf): 25.0 Live at 115 % duration, 15.0 Dead SUPPORTS: 1 Stud wall 2 Stud wall Input Width 3.50" 3.50" DESIGN CONTROLS: Bearing Length 3.50" 3.50" Maximum Shear (Ibs) 629 Vertical Reaction (Ibs) 629 Moment (Ft -Lbs) 3708 :ive Load Defl (in) Total Load Defl (in) PROJECT INFORMATION: Tukwila Retail Center DEI Job# 04 -145 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Vertical Reactions (Ibs) Detail Live /Dead /Uplift/Total 400 /240 /0 /640 400/240/0/640 Design -624 629 3708 0.546 0.874 Grids 4 to 8 between A to B, no mech loading Control 2237 1679 5468 0.786 1.179 Copyright 0 2003 by Trus Joist, a Weyerhaeuser Business TJIrD and TJ- Beans are registered trademarks of Trus Joist. e -I Joist',Pro" and TJ -Pro' are trademarks of Trus Joist. 14" TJI® 230 @ 16" o/c End, TJI Blocking End, TJI Blocking Control Passed (28 %) Passed (37 %) Passed (68 %) Passed (U518) Passed (L/324) \ \Cadd \CADD Files \2004 Projects \04 -145 Tukwila Retail Center \Roof beam 23' span.sms Product Diagram is Conceptual. Other 1 Ply 14" TJI® 230 1 Ply 14" TJI® 230 Location Rt. end Span 1 under Snow loading Bearing 2 under Snow loading MID Span 1 under Snow loading MID Span 1 under Snow loading MID Span 1 under Snow loading OPERATOR INFORMATION: Kurt Zimmers Dibble Engineers, Inc. 25 Central Way Suite 400 Kirkland, WA 98033 Phone : (425) 883 -1900 Ext 4 Fax : (425) 497 -1921 kurt@dibbleengineers.com - Deflection Criteria: STANDARD(LL:U360,TL:U240). - Bracing(Lu): All compression edges (top and bottom) must be braced at 2' 8" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. ADDITIONAL NOTES: - IMPORTANT! The analysis presented is output from software developed by Trus Joist (TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. - Allowable Stress Design methodology was used for Building Code IBC analyzing the TJ Custom product listed above. Z Z CC W 00 W= H u. WO } LL. Q 0) i3, =W = Z F. H O Z t- W W U � ON C H WW 0 r, tL O LII 0- 01 Z ast A\XEycrhacu_er Business TJ- Beam(TM) 6.10 Serial Number: 7003019738 User: 2 11/8/2004 3:10:12 PM Page 2 Engine Version: 1.10,3 Grids 4 to 8 between A to B, no mech loading THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Load Group: Primary Load Group A 23' 7.00" ^ Max. Vertical Reaction Total (lbs) 640 640 Max. Vertical Reaction Live (lbs) 400 400 Selected Bearing Length (in) 3.50(W) 3.50(W) Max. Unbraced Length (in) 32 Loading on all spans, LDF = 0.90 , 1.0 Dead Design Shear (lbs) 234 -234 Max Shear (lbs) 236 -236 Member Reaction (lbs) 236 236 Support Reaction (lbs) 240 240 Moment (Ft -Lbs) 1390 Copyright © 2003 by Trus Joist, a Weyerhaeuser Business TJI' and TJ-Beami: are registered trademarks of Trus Joist. e-I Joist",Pro" and TJ -Pro" are trademarks of Trus Joist. Loading on all spans, LDF = 1.15 , 1.0 Dead + 1.0 Floor + 1.0 Snow Design Shear (lbs) 624 -624 Max Shear (lbs) 629 -629 Member Reaction (lbs) 629 629 Support Reaction (lbs) 640 640 Moment (Ft -Lbs) 3708 Live Deflection (in) 0.546 Total Deflection (in) 0.074 PROJECT INFORMATION: Tukwila Retail Center DEI Job# 04 -145 14" TJI® 230 @ 16" o/c \ \Cadd \CADD Files \2004 Projects \04 -145 Tukwila Retail Center \Roof beam 23' span.sms OPERATOR INFORMATION: Kurt Zimmers Dibble Engineers, Inc. 25 Central Way Suite 400 Kirkland, WA 98033 Phone : (425) 883 -1900 Ext 4 Fax : (425) 497 -1921 kurt @dibbieengineers.com CAriw A' :rhacuscr Business TJ- Beam(TM) 6.10 Serial Number: 7003019738 User: 2 1/31/2005 4:24:55 PM Page 1 Engine Version: 1.10.3 Member Slope: 0.12 Roof Slope0 All dimensions are horizontal. Class Snow(1.15) Type Live Uniform(psf) 0.0 SUPPORTS: 1 Glulam or solid sawn lumber beam 2 Timberstrand LSL Beam Shear (Ibs) Vertical Reaction (Ibs) Moment (Ft -Lbs) Live Load Defl (in) Total Load Defl (in) PROJECT INFORMATION: Tukwila Retail Center DEI Job# 04 -145 Maximum 1108 1108 8116 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED b 25' b LOADS: Analysis is for a Joist Member. Primary Load Group - Snow (psf): 25.0 Live at 115 % duration, 15.0 Dead Vertical Loads: Dead 50.0 HANGERS: Simpson Strong -Tie® Connectors Support Model Slope Skew I Top Mount Hanger MIT3516 0/12 0 2 Top Mount Hanger NONE FOUND 0/12 0 - Nailing for Support 1: Face: 2 -N10 , Top 4 -N10 , Member: 2 -N10 DESIGN CONTROLS: Design Control Control Location 1108 1108 8116 0.435 1.131 Grids 2 to 4 between A & C, 50psf mech loading at center 8' Input Bearing Width Length 3.50" Hanger 1.75" Hanger 2519 1731 9666 0.819 1.228 16" TJI® 360 @ 19.2" o/c Location Application Comment 8' 6" To 16' 6" Adds To Vertical Reactions (Ibs) Live /Dead /Uplift/Total 503/624/0/1127 497/616/0/1113 Reverse Flanges N/A N/A Passed (44 %) Passed (64 %) Passed (84 %) Passed (L/678) Passed (L/261) Top Flange Offset No N/A Copyright © 2003 by Trus Joist, a Weyerhaeuser Business TJITJ-BeamT and TimberStrand5 are registered trademarks of Trus Joist. e -I Joist"',Pro° and TJ -Pro' are trademarks of Trus Joist. Simpson Strong -Ties Connectors is a registered trademark of Simpson Strong -Tie Company, Inc. \ \Cadd \CADD Files \2004 Projects \04 -145 Tukwila Retail Center \Roof joist 25' span w 50psf mech.sms Product Diagram is Conceptual. Ply Depth Nailing Depth 1 16.00" N/A 1 16.00" N/A Top Flange Slope 0 N/A Lt. end Span 1 under Snow loading Bearing 1 under Snow loading MID Span 1 under Snow loading MID Span 1 under Snow loading MID Span 1 under Snow loading OPERATOR INFORMATION: Kurt Zimmers Dibble Engineers, Inc. 25 Central Way Suite 400 Kirkland, WA 98033 Phone : (425) 883 -1900 Ext 4 Fax : (425) 497 -1921 kurt @dibbleengineers.com Detail Other Top Mount Hanger None Top Mount Hanger None Support Wood Species Douglas Fir N/A - Deflection Criteria: STAN DARD(LL:U360,TL:U240). - Bracing(Lu): All compression edges (top and bottom) must be braced at 2' 8" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. VI r'r.stiniv1iJ,lnl!'. 'ti4'.iJ$.11 v�'.l[.3iS 7�ninviia u.. +.�....:�. •. . Z r4 2 W J U 0 W I F- NW uj u_a co = W H Z I.. I- 0 Z I-- U� O - O H W • W O W U =, O Z A\X4yerhaeuscr Business TJ- Beam(TM) 6.10 Serial Number 7003019738 User: 2 1/31/2005 4:24:55 PM Page 2 Engine Version: 1.10.3 Operator Notes: Beam and column at Grid 2 removed PROJECT INFORMATION: Tukwila Retail Center DEI Job# 04 -145 Grids 2 to 4 between A & C, 50psf mech loading at center 8' 16" TJ I® 360 @ 19.2" o/c THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED ADDITIONAL NOTES: - IMPORTANT! The analysis presented is output from software developed by Trus Joist (TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. - Allowable Stress Design methodology was used for Building Code IBC analyzing the TJ Custom product listed above. Copyright O 2003 by Trus Joist, a Weyerhaeuser Business TJI4',TJ -Beam® and TimberStrand® are registered trademarks of Trus Joist. e -I Joist',Pro" and TJ -ProTM are trademarks of Trus Joist. Simpson Strong -Tie® Connectors is a registered trademark of Simpson Strong -Tie Company, Inc. \ \Cadd \CADD Files \2004 Projects \04 -145 Tukwila Retail Center \Roof joist 25' span w 50psf mech.sms OPERATOR INFORMATION: Kurt Zimmers Dibble Engineers, Inc. 25 Central Way Suite 400 Kirkland, WA 98033 Phone : (425) 883 -1900 Ext 4 Fax : (425) 497 -1921 kurt@dibbleengineers.com J � W' J U U OD 0 W .1 F— WO Q LLQ Z W . I— O Z F- LU ai O ( 12 W H H O Z U = ` O ~. Z � A*ye Business TJ- Beam(TM) 6.10 Serial Number: 7003019738 User: 2 1/31/2005 4:24:55 PM Page 3 Engine Version: 1.10,3 WIN THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Load Group: Primary Load Group Max. Vertical Reaction Total (lbs) Max. Vertical Reaction Live (lbs) Selected Bearing Length (in) Max. Unbraced Length (in) Loading on all spans, Design Shear (lbs) Max Shear (lbs) Member Reaction (lbs) Support Reaction (lbs) Moment (Ft -Lbs) Loading on all spans, LDF Design Shear (lbs) Max Shear (lbs) Member Reaction (lbs) Support Reaction (lbs) Moment (Ft -Lbs) Live Deflection (in) Total Deflection (in) PROJECT INFORMATION: Tukwila Retail Center DEI Job# 04 -145 Grids 2 to 4 between A & C, 50psf mech loading at center 8' = 1.15 1.0 Dead 1108 1108 1108 1127 16" TJI® 360 @ 19.2" o/c 24' 6.75" A 1127 503 32 LDF = 0.90 , 1.0 Dead 617 617 617 624 5100 8116 0.435 1.131 -613 -613 613 616 1113 497 1.75(W) + 1.0 Floor + 1.0 -1104 -1104 1104 1113 Snow Copyright 0 2003 by Trus Joist, a Weyerhaeuser Business TJI'f+,TJ -Beams and TimberStrandB are registered trademarks of Trus Joist. e -I Joist',Pro' and TJ -Pre. are trademarks of Trus Joist. Simpson Strong -Tie® Connectors is a registered trademark of Simpson Strong -Tie Company, Inc. \ \Cadd \CADD Files \2004 Projects \04 -145 Tukwila Retail Center \Roof joist 25' span w 50psf mech.sms OPERATOR INFORMATION: Kurt Zimmers Dibble Engineers, Inc. 25 Central Way Suite 400 Kirkland, WA 98033 Phone : (425) 883 -1900 Ext 4 Fax : (425) 497 -1921 kurt@dibbleengineers.com Z UJ IX 2 6 UO N p : W = -I l— WO u. W Z }.. 1- 0 Z F— � O N; p F- = U H H u. 0 „ Z UJ U O I Z A\Ykyethaeuser Business TJ- Beam(TM) 6.10 Serial Number: 7003019738 User: 2 1/31,2005 4:25:59 PM Page 1 Engine Version: 1.10.3 Member Slope: 012 Roof Slope0.12 a SUPPORTS: 31' All dimensions are horizontal. LOADS: Analysis is for a Joist Member. Primary Load Group - Snow (psf): 25.0 Live at 115 % duration, 15.0 Dead Vertical Loads: Type Class Uniform(psf) Snow(1.15) 0.0 50.0 11' 6" To 19' 6" Adds To Input Bearing Width Length 1 Glulam or solid sawn lumber beam 3.50" Hanger 2 Timberstrand LSL Beam 1.75" Hanger HANGERS: Simpson Strong -Tie® Connectors Support Model Slope Skew Reverse Top Flange Top Flange Flanges Offset Slope Top Mount Hanger MIT3516 0/12 0 N/A No 0 2 Top Mount Hanger NONE FOUND 0/12 - Nailing for Support 1: Face: 2 -N10 , Top 4 -N10 , Member: 2 -N10 DESIGN CONTROLS: Maximum Shear (lbs) 812 Vertical Reaction (Ibs) 812 Moment (Ft -Lbs) 7326 Live Load Defl (in) Total Load Defl (in) PROJECT INFORMATION: Tukwila Retail Center DEI Job# 04 -145 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Live Dead Location Application Design 812 812 7326 0.630 1.523 Grids 2 to 4 between B.5 to C, 50psf mech loading at center 8' Control 2519 1731 9666 1.019 1.528 16 "TJI®360 @12 "o/c Comment Vertical Reactions (Ibs) Ply Live /Dead /Uplift/Total 389 /435 /0 / 824 1 386/430/0/816 1 0 N/A N/A N/A Control Passed (32 %) Passed (47 %) Passed (76 %) Passed (L/582) Passed (L/241) Depth Nailing Depth 16.00" N/A 16.00" N/A Location Lt. end Span 1 under Snow loading Bearing 1 under Snow loading MID Span 1 under Snow loading MID Span 1 under Snow loading MID Span 1 under Snow loading Product Diagram is Conceptual. OPERATOR INFORMATION: Kurt Zimmers Dibble Engineers, Inc. 25 Central Way Suite 400 Kirkland, WA 98033 Phone : (425) 883 -1900 Ext 4 Fax : (425) 497 -1921 kurt@dibbleengineers.com Copyright 0 2003 by Trus Joist, a Weyerhaeuser Business TJIy,TJ -Beam® and TimberStrand0 are registered trademarks of Trus Joist. e -I Joist ",Pro" and TJ -Pro' are trademarks of Trus Joist. Simpson Strong-TieV Connectors is a registered trademark of Simpson Strong-Tie Company, Inc. \ \Cadd \CADD Files \2004 Projects \04 -145 Tukwila Retail Center \Roof joist 25' span w 50psf mech, 31' span.sms Detail Support Wood Species Douglas Fir N/A Top Mount Hanger Top Mount Hanger Other None None - Deflection Criteria: STANDARD(LL:U360,TL:U240). - Bracing(Lu): All compression edges (top and bottom) must be braced at 2' 8" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. Z Z cc W QQ � J U 0 OD C W = F- W } g J LL S W Z ZI- 0 O N O H W W H O LLI = 0 Z C 11;0 NW AVkyerhaeuser TJ-Beam(TM) 6.10 Serial Number, 7003019738 User: 2 1/31/2005 4:26:00 PM Page 2 Engine Version: 1.10.3 PROJECT INFORMATION: . Tukwila Retail Center DEl Job# 04 -145 Grids 2 to 4 between B.5 to C, 50psf mech loading at center 8' 16 "TJI®360 @12 "o/c THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED ADDITIONAL NOTES: - IMPORTANT! The analysis presented is output from software developed by Trus Joist (TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. - Allowable Stress Design methodology was used for Building Code IBC analyzing the TJ Custom product listed above. Operator Notes: Beam and column at Grid 2 removed This joist arrangement for longer 31' span OPERATOR INFORMATION: Kurt Zimmers Dibble Engineers, Inc. 25 Central Way Suite 400 Kirkland, WA 98033 Phone : (425) 883 -1900 Ext 4 Fax : (425) 497 -1921 kurt @dibbleengineers.com Copyright O 2003 by Trus Joist, a Weyerhaeuser Business TJIO,TJ -Beam' and TimberStrand® are registered trademarks of Trus Joist. e-I Joist"',ProO and TJ -Pro" are trademarks of Trus Joist. Simpson Strong -Tie® Connectors is a registered trademark of Simpson Strong -Tie Company, Inc. \ \Cadd \CAD' Files \2004 Projects \04 -145 Tukwila Retail Center \Roof joist 25' span w 50psf mech, 31' span.sms W OC I O 0 y LLI -iF • u. W 0 g LL. Q N d . = W H = Z f.. Z U� LLI O — O 1— LL1 W - U O 11.1 w .. 1= H ' 0 4 j? 4f Grids 2 to 4 between B.5 to C, 50psf mech loading at center 8' AV(Eycrhacuscr Business TJ- Beam(TM) 6.10 Serial Number: 7003019738 User: 2 1/31/2005 4:26:00 PM Page 3 Engine Version: 1.10.3 16" TJI® 360 @ 12" o/c THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Load Group: Primary Load Group 30' 6.75" ^ Max. Vertical Reaction Total (lbs) 824 816 Max. Vertical Reaction Live (lbs) 389 386 Selected Bearing Length (in) 1.75(W) Max. Unbraced Length (in) 32 Loading on all spans, LDF = 0.90 , 1.0 Dead Design Shear (lbs) 430 -428 Max Shear (lbs) 430 -428 Member Reaction (lbs) 430 428 Support Reaction (lbs) 435 430 Moment (Ft -Lbs) 4408 Loading on all spans, LDF = 1.15 , 1 0 Dead + 1.0 Floor + 1.0 Snow Design Shear (lbs) 812 -810 Max Shear (lbs) 812 -810 Member Reaction (lbs) 812 810 Support Reaction (lbs) 824 816 Moment (Ft -Lbs) 7326 Live Deflection (in) 0.630 Total Deflection (in) 1.523 PROJECT INFORMATION: Tukwila Retail Center DEI Job# 04 -145 OPERATOR INFORMATION: Kurt Zimmers Dibble Engineers, Inc. 25 Central Way Suite 400 Kirkland, WA 98033 Phone : (425) 883 -1900 Ext 4 Fax : (425) 497 -1921 kurt @dibbleengineers.com Copyright O 2003 by Trus Joist, a Weyerhaeuser Business TJI ®,TJ -BeamD and TimberStrand® are registered trademarks of Trus Joist. e -I Joist",Pro and TJ -Pro" are trademarks of Trus Joist. Simpson Strong -Tie® Connectors is a registered trademark of Simpson Strong -Tie Company, Inc. \ \Cadd \CADD Files \2004 Projects \04 -145 Tukwila Retail Center \Roof joist 25' span w 50psf mech, 31' span.sms F ~. Z: 6 U' VO. 07 C W = W 0 LL Q. 22 d = W ZF. 1- Z• LU — C1 F— W W S 0. • O W Z U = O ~ Z Actual Joist Size Model No ' Web Stiff Regd Ga Dimensions Fasteners" Allowable Loads' Solid Header Joist Uplilt Uplilt DF /SP PSL LSL DF /SP SPF DF /SCL , Masonry' W H 2 - Ns x 12 W3512 ✓ 12 2 12 21/2 21/2 2 -16d — 2 -10d x1 — — 2335 1950 2335 1765 1435 — — WM3512' ✓ 12 2 12 3 3 2- 16dDPLX — 2 -10d x11/2 — — — — — — — — 4175 21/4 23/46 x 14 143514 — 18 2% 13 2 1% 4 -10d 2 -10d 2-10d x11/2 245 285 1450 1300 143 1615 1200 1050 — 14 — 16 2 14 2 2 4 -16d 2 -16d 2 -10d x1 240 290 2550 2000 2115 400 1665 1230 — LBV3514 — 14 2311s 14 2 2 4 -16d 2 -16d 2 -10d x1 240 290 2565 2360 2035 2035 2035 1230 — 83514 ✓ 12 2 14 2'/ 21 2 -16d 2 -16d 2 -10d x1 245 295 1835 2225 — 2415 1500 — — W3514 ✓ 12 Ns 14 21/2 2 2 -16d — 2 -10d x11/2 — — 2335 1950 2335 1765 1435 — — WP3514 ✓ 12 29 14 21/2 2 2 -16d — 2 -10d x1% — — 3635 3320 3635 3255 2600 2030 — ITTM3514' — 18 2% 13'3'6 2 31 /2 3 -Titen 2 -Titen 2 -10d x1 225 225 — — — — — — 1545 WM3514 ✓ 12 294s 14 3 3 2- 16dDPLX — 2 -10d x1 — — — — — — — — 4175 MIT3516 — 16 2946 16 2 2 4 -16d 2 -16d 2 -10d x1 240 290 2550 2000 211 2400-31665 1230 2 - 2956 x 16 BV3516 14 2316 16 2y, 2 4 -16d 2 -16d 2 -10d x11/2 240 290 2565 2360 2035 2035 2035 1230 B3516 ✓ 12 29'ie 16 2 2'/2 2 -16d 2 -16d 2 -10d x11/2 245 295 1835 2225 — 2415 1500 — — W3516 ✓ 12 2 16 21/2 2 2 -16d — 2 -10d x11 — — 2335 1950 2335 1765 1435 — — WP3516 ✓ 12 231s 16 2 2 2 -16d — 2 -10d x11/2 — — 3635 3320 3635 3255 2600 2030 — WM3516' ✓ 12 295s 16 3 3 2- 16dDPLX — 2 -10d x1 — — — — — — — — 4175 2 /i . 23ii6 x 18 MIT3518 — 16 295s 18 21/2 2 4 -16d 2 -16d 2 -10d x1 240 290 2550 2000 2115 2400 1665 1230 — HIT3518 — 16 2 18 3 3 4 -16d 6 -16d 2 -10d x1 240 290 2550 2050 2500 3050 1950 — — B3518 ✓ 12 2 18 2 21/2 2 -16d 4 -16d 2 -10d x1 245 295 2315 2225 — 2665 1835 — — W3518 ✓ 12 2 18 21/2 2 2 -16d — 2 -10d x1 — — 2335 1950 2335 1765 1435 — — WP3518 ✓ 12 2 18 21/2 2 2 -16d — 2 -10d x11/2 — — 3635 3320 3635 3255 2600 2030 — WM3518' ✓ 12 Ns 18 3 3 2- 16dDPLX — 2 -10d x1 — — — — — — — — 4175 2,/ 6 x 20 MIT3520 ✓ 16 2 20 21/2 2 4 -16d 2 -16d 2 -10d x1 240 290 2550 2000 2115 2400 1665 1230 — HIT3520 ✓ 16 Ns 20 3 3 4 -16d 6 -16d 2 -10d x1 240 290 2550 2050 2500 3050 1950 — — B3520 ✓ 12 2 20 2 2 2 -16d 4 -16d 2 -10d x11/2 245 295 2315 2225 — 2665 1835 — — W3520 ✓ 12 2 20 21 2 2 -16d — 2 -10d x11 — — 2335 1950 2335 1765 1435 — — WP3520 ✓ 12 Ns 20 2 2 2 -16d — 2 -10d x1 — — 3635 3320 3635 3255 2600 2030 — WM3520' ✓ 12 2 20 3 33 2- 16dDPLX — 2 -10d x11/2 — — — — — — — — 4175 2 - 23',6 x 22 HIT3522 ✓ 16 295s 22 3 3 4 -16d 6 -16d 2 -10d x11/2 240 290 2550 2050 2500 3050 1950 — — B3522 ✓ 12 2916 22 2 2 4 -16d 4 -16d 4 -10d x11 425 425 2315 2225 — 2665 1835 — — W3522 ✓ 12 2 22 21 2 2 -16d — 2 -10d x11/2 — — 2335 1950 2335 1765 1435 — — WP3522 ✓ 12 2 22 21/2 2 2 -16d — 2 -10d x1 — — 3635 3320 3635 3255 2600 2030 — 21/ _ 231 x 24 HIT3524 ✓ 16 29'i6 24 3 3 4 -16d 6 -16d 2 -10d x11/2 240 290 2550 2050 2500 3050 1950 — — 83524 ✓ 12 2 24 2 2 4 -16d 4 -16d 4 -10d x1 425 425 2315 2225 — 2665 1835 — — W3524 ✓ 12 2 24 2 2' 2 -16d — 2 -10d x1 — — 2335 1950 2335 1765 1435 — — WP3524 ✓ 12 2316 24 2 2 2 -16d — 2 -10d x1 — — 3635 3320 3635 3255 2600 2030 — H133524 ✓ 12 2316 24 3 21 4 -16d 6 -16d 4 -10d x1 /2 490 590 4000 3100 — 4000 2785 — — HW3524 ✓ 11 29',s 24 4 21/2 4 -16d — 8.10d x11/2 — — 5100 4000 4500 5285 3665 — — 2 2 x 9 1739.25 — 18 2 9316 2 1% 4 -10d 2 -10d 2 -10d x1 245 285 1450 1300 1435 1615 1200 1050 — LBV39.25 — 14 2 9 2 2'1 4 -16d 2 -16d 2 -10d x1 240 290 2565 2360 2035 2035 2035 1230 — WI39.25 ✓ 12 23'is 91/4 2 21/2 2 -16d — 2 -10d x1 — — 2335 1950 2335 1765 1435 — — ITTM39.25' — 18 2 9V116 2 31/2 3 -Titen 2 -Then 2 -10d x1 225 225 — — — — — — 1545 2 2 x 9% 11739 — 18 2 Ns 2 1% 4 -10d 2 -16d 2.10d x1' 245 285 1450 1300 1435 1615 1200 1050 — L8V39.37 — 14 2 9'e 2 21/2 4 -16d 2 -16d 2 -10d x1 240 290 2565 2360 2035 2035 2035 1230 — SIMPSON See footnotes on page 83. Top Flange Hangers — I- Joists & SCL 85 Z Z dd JU O 0 CO C- W F — • LL W O LL Q c H = H O W ~ W U 0 - W W IL FU— LL O .• Z W U= O ~ Z Joist or Purlin Model No. Stirrup G a Dimensions Bolls Down Avg 1111 Allowable Loads Code Rel. W Min H TF Header Joist Without Top Flange Top F ange No Triangle Theory Top Flange Triangle Theory Qty Dia Qty Dia Floor (100) Roof (125) Floor (100) Root (125) Floor (100) Root f (125) 3y LAM LEG3 I 7 _7 3y, 5.y 9_2y 9 2y 4 4 3 I 2 % 51000 51000 3465 3465 4330 4330 12675 16290 13_215 290 11865 11865 12730 12730 12y, 5g LAM LEGS 3, 2 y MEG5 7 5y, 9 2y 63/. 133, 2 3/. 61540 5170 6460 19710 19710 13570 14865 26,83 EG5 7 5y, 11 2y 8 1 2 1 82830 8870 11085 20895 21815 17095 19310 6% LAM LEG7 7 6 9 2% 4 y 2 y 51000 3465 4330 16290 16290 11865 12730 MEG7 7 6 9 2% 6 y 1 y 61540 5170 6460 19710 19710 13570 14865 EG7 7 6% 11 2y 8 1 2 1 82830 8870 11085 25320 25835 17095 19310 8% LAM EG9 7 81/ 11 2y 8 1 2 1 82830 8870 11085 25320 25835 17095 19310 Model Top Flange G a Stirrup Width (W) Top Flange Length GLT 3 2% - 5y 10 5 34 - 6y, 12 7 12 HGLT 3 2y -8y, 12 8 14 15% 3y, 6 GLS 3 5y, 9 6% 12 HGLS 3 5)1 - EA 12 3y, 10% GLST 3 5y, 12y, 61% 13y,, 5y 12% HGLST 3 61/ 133, 8 15y, SIMPSON TOP FLANGE HANGERS GLS /HGLS /GLT /HGLT BEAM AND GLULAM SADDLE HANGERS See tables on page 102. See Hanger Options on page 158 for hanger modifications, which may result in reduced loads. GLT and HGLT accommodate typical structural requirements for timber and glulam beams. GLT top flange depth allows installation on minimum 4x ledger (3 net). Not acceptable for nailer applications. Funnel flanges allow easy installation of beams. GLS and HGLS are heavy glulam saddle hangers. Tested and code - listed seismic tie provisions are added to the GLS or HGLS —order GLST or HGLST. The seismic tie models use three extra 3/4' bolts through each carried member and two 3/4' bolts through the supporting member. Bolt holes shall be a minimum of 1 /32" to a maximum of 1/6" larger than the bolt diameter (1997 NDS, sec. 8.1.2.1.). MATERIAL: See tables on page 102. FINISH: Simpson gray paint. Hot -dip galvanized available; specify HOG. INSTALLATION: • Use all specified fasteners. See General Notes. GLT/HGLT • All GLTs used with sawn timbers have a 12' L dimension. • Fasteners are included. • GLT may be attached to steel headers by 3 /16" x 2 fillet welds at each end of the header angle to obtain the tabulated loads. HGLT may be attached to steel headers by 1 /" x 2 fillet welds at each end of the header angle to obtain the lesser of the tabulated loads or 12,000 lbs. Uplift loads do not apply to this weld -on application. • Not for use with SCL or LVL. See GLTV, HGLTV. GLS/HGLS • N54A nails are included with the hangers. • Seismic Ties: the carried member bolts should be located in the upper half of the lie x 11/2" slotted holes. Standard washers must be used with all bolts. • Loads listed are per stirrup. TO ORDER: GLS /HGLS — Specify Ht and H2 (see illustration). OPTIONS: See Hanger Options page 158. Funnel Flanges ease installation See Hanger Options on page 158 for hanger modifications, which may result in reduced loads. This whole series has precision fabrication which offers dimensional accuracy, and the funnel flanges which aid installation. MATERIAL: See table. FINISH: Simpson gray paint. Hot -dip galvanized available; specify HOG. INSTALLATION: • Use all specified fasteners. See General Notes. OPTIONS: • See Hanger Options, page 158. • Special models are available without top flanges; see table loads. • See EGO for screw applications. CODES: See page 10 for Code Listing Key Chart. 1.Roof loads are 125% of floor loads unless limited by other criteria 2.Allowable loads assume a carrying member of 51/2". t%. t 444 t RR • R j \ CARRYING I CARRIES REAM BEAM MEG without Top Flange GLST insta led with Glulam Beams (HGLST similar) When H dimension is less than 18", product is supplied with seismic straps. HGLT (fasteners Included) GLS (fasteners included) TOP FLANGE HANGERS LEG /MEG /EG GL AM HANGERS 3. Specify "Min H" which Is the minimum H dimension that may be ordered. 4. Minimum header depth below the lowest bolt hole is 3' for the LEG, MEG, and 4' for the EG. x.' HGLS (fasteners included) GLT (fasteners included) -13W EG with "H" dimension less than the face plate height. The EG's back plate is always 17 regardless of the stirrup height. 101 Top Flange Model Flange Length Ga (L) LEG /MEG 7 12 EG5 3 11 EG7 13% EG9 15% SIMPSON TOP FLANGE HANGERS GLS /HGLS /GLT /HGLT BEAM AND GLULAM SADDLE HANGERS See tables on page 102. See Hanger Options on page 158 for hanger modifications, which may result in reduced loads. GLT and HGLT accommodate typical structural requirements for timber and glulam beams. GLT top flange depth allows installation on minimum 4x ledger (3 net). Not acceptable for nailer applications. Funnel flanges allow easy installation of beams. GLS and HGLS are heavy glulam saddle hangers. Tested and code - listed seismic tie provisions are added to the GLS or HGLS —order GLST or HGLST. The seismic tie models use three extra 3/4' bolts through each carried member and two 3/4' bolts through the supporting member. Bolt holes shall be a minimum of 1 /32" to a maximum of 1/6" larger than the bolt diameter (1997 NDS, sec. 8.1.2.1.). MATERIAL: See tables on page 102. FINISH: Simpson gray paint. Hot -dip galvanized available; specify HOG. INSTALLATION: • Use all specified fasteners. See General Notes. GLT/HGLT • All GLTs used with sawn timbers have a 12' L dimension. • Fasteners are included. • GLT may be attached to steel headers by 3 /16" x 2 fillet welds at each end of the header angle to obtain the tabulated loads. HGLT may be attached to steel headers by 1 /" x 2 fillet welds at each end of the header angle to obtain the lesser of the tabulated loads or 12,000 lbs. Uplift loads do not apply to this weld -on application. • Not for use with SCL or LVL. See GLTV, HGLTV. GLS/HGLS • N54A nails are included with the hangers. • Seismic Ties: the carried member bolts should be located in the upper half of the lie x 11/2" slotted holes. Standard washers must be used with all bolts. • Loads listed are per stirrup. TO ORDER: GLS /HGLS — Specify Ht and H2 (see illustration). OPTIONS: See Hanger Options page 158. Funnel Flanges ease installation See Hanger Options on page 158 for hanger modifications, which may result in reduced loads. This whole series has precision fabrication which offers dimensional accuracy, and the funnel flanges which aid installation. MATERIAL: See table. FINISH: Simpson gray paint. Hot -dip galvanized available; specify HOG. INSTALLATION: • Use all specified fasteners. See General Notes. OPTIONS: • See Hanger Options, page 158. • Special models are available without top flanges; see table loads. • See EGO for screw applications. CODES: See page 10 for Code Listing Key Chart. 1.Roof loads are 125% of floor loads unless limited by other criteria 2.Allowable loads assume a carrying member of 51/2". t%. t 444 t RR • R j \ CARRYING I CARRIES REAM BEAM MEG without Top Flange GLST insta led with Glulam Beams (HGLST similar) When H dimension is less than 18", product is supplied with seismic straps. HGLT (fasteners Included) GLS (fasteners included) TOP FLANGE HANGERS LEG /MEG /EG GL AM HANGERS 3. Specify "Min H" which Is the minimum H dimension that may be ordered. 4. Minimum header depth below the lowest bolt hole is 3' for the LEG, MEG, and 4' for the EG. x.' HGLS (fasteners included) GLT (fasteners included) -13W EG with "H" dimension less than the face plate height. The EG's back plate is always 17 regardless of the stirrup height. 101 DIBBLE ENGINEERS Project No. Project Subject �r ,2a'„rY D..sty.A Sheet No. 113 Date 1-- � lo By K4 CXr"rttO,L &Jpu- *"7 VA. q 0 -c = I !. s PsF rnAX . 4 °6.0x0.93 - 06 o p6r /CP -L)/ lto s C' /0(1,p '- /p31. it 5 .vs e I I., MAx 7 tb Mt %c = Z5 , PMT! = (10.4' 4Z) S /3.33 e _ tcri = Z- 0�� /. r� 4rf' }f�7 , Z frw -Io co o. CO 111 W = J H W O N � Z I I- O Z 1- D 0 co O — • 1- = • U 1.1.1 z U t H H : O Z Combined Axial and Lateral Load Tables 22 Wall Spacing Height (in.) f nat ig im a ima 12 8 16 24 12 9 16 24 12 10 16 24 12 12 16 24 12 14 16 24 12 24 Height (1e) 8 12 16 24 9 12 16 24 10 12 16 24 12 12 16 24 14 12 16 24 16 12 16 24 • Hht ft ; , . 8 12 16 24 9 12 16 24 10 12 16 24 12 12 16 24 14 12 16 24 16 12 16 24 4005137-(mils) • 33 ksi : '50 ksi' 33 43 1.79 2.49 1.70 2.49 1.39' 2.34 1.68 2.43 1.48' 2.40 1.10 ° 2.02 1.47' 2.37 1.246 2.13' 0.80 3 1.68 1.04 ° 1.84 0.75 3 1.54 3 0,25 2 1.00 0.632 1.32 0.33 2 0.99 2 gm 0.41 2 0,302 0.86 2 M 0.53 2 Ik Vag 15 • sf Lateral Load • 33 :! i43' :54 • . 68 97: 1.88 2.62 3.90 5.14 7.62 1.88 2.62 3.90 5.14 7.62 1.88 2.62 3.90 5.14 7.62 1.88 2.62 3.90 5.14 7.62 1.88 2.62 3.90 5.14 7.62 1.78 2.62 3.90 5.14 7.62 1.88 2.62 3.90 5.14 7.62 1.88 2.62 3.90 5.14 7.62 1,61 2.62 3.90 5.14 7.62 1.83 2.62 3.90 5.14 7.62 1.61 2.62 3.90 5.14 7.62 1.206 2.21 ' 3.90 5.14 7.62 1.56 2.56 3.90 5.14 7.62 1.28 ° 2.27 ° 3.90 5.14 7.62 0.752 1.736 3.646 5.146 7.62 1.26 ° 2.246 3.90 ' 5.14 7.62 0.91 3 1.88 ° 3.73 ° 5.14 ° 7.62 0.282 1.222 3.11 3 4.626 7.62 800 P1 37 7( 7 1.0): 43 54 68 : 97.: 1.79 2.50 1.79 2.50 1.79 2.50 1.79 2.50 1.79 2.50 1.79 2.50 1,79 2.50 1.79 2.50 1.75 2.50 1.79 2.50 1.76 2.50 1.46 2.49 1.74 2.50 1.53 2.50 1.12' 2.17 1.53 2.50 1.26 2.29 0.74 ° 1.81 54 68 3.77 5.08 3.77 5.08 3.77 5.08 3.65 3.65 3.65' 3.50 3.50 3.34 5 3.13 ° 2.92 2.43 2.44 6 2.14' 1.61 3 1.80' 1.50 0.98 2 3.62 3.62 3.62 3.62 3.62 3.62 3.62 3.62 3.62 3.62 3.62 3.62 3.62 3.62 3.62 3.62 3.62 3.56' 4.90 4.90 4.90 4.67 4.67 4.67' 4.08' 4.08 3.57 3.36 ° 3.05' 2.48 2 2.51 3 2.19 2 1.64 2 4.80 4.80 4.80 4,80 4.80 4.80 4.80 4.80 4.80 4.80 4.80 4.80 4.80 4.80 4.80 4.80 4.80 4.80 1 Deflection exceeds L/120 2 Deflection exceeds U240 3 Deflection exceeds U360 See Combined Axial and Lateral Load Table Notes on page 20. . , 4 991 62 7(FTIIIS) . 33 ksi ksi' 33 43 54 • • • 68 atowsmetemenaimese=segiarm 2.22 3.05 4.73 6.25 2.21 3.05 4.73 6.25 1.86' 3.00 4.73 6.25 2.16 2.97 4.54 6.00 1.94 2.97 4.54 6.00 1.52 ° 2.63' 4.54 6.00 1.91 2.88 4.32 5.69 1.66 ° 2.71 ' 4.32 5.69 1.176 2.226 4.146 5.69' 1.39 2.34 ° 3.80 4.92 1.08 3 2.01 6 3576 4.92' 0.52 2 1.42' 2.98 3 4.486 0.902 1.71 3 2.936 4.07 ° 0.57 2 1.36' 2.58' 3.76 ° Tom 0.73 1.97 3.14' 0.502 1.17 2.15' 3.08 0.17 2 0.81 1.8 Mal 0.19 ' .1.21 2 2.13 2 7.27 7.27 7.27 7.27 7.27 7.27 7,27 7.27 7.27 7.27 7.27 727 7.27 7.27 7.27 7.27 7.27 7.27 33 ksl 33 ;. • ; 43 2.55 3.52 2.55 3.52 2.55 3.52 2.55 2.55 2.52 2.54 2.54 2.29 2.49 2.24 1.75 ° 2.10' 1.78 ° 1.17' 1.67 1.29 3 0.60 2 2.49 2.49 2.49 2.49 2.49 2.49 2.49 2.49 2.49 2.49 2.49 2.17 2.49 2.25 1.75' 2.24 1.91 1.27 ° 3.52 3.52 3.52 3.52 3,52 3.52 3.44 3.44 3.06 3.33 3.02' 2.40 2.84 ° 2.44 1.72 15 • sf Lateral Load 3.44 3.44 3.44 3.44 3.44 3.44 3,44 3.44 3.44 3.44 3.44 3,44 3.44 3.44 3.13 3.44 3.28 2.67 Si ' '54 97 5.72 7.56 11.50 5.72 7.56 11.50 5.72 7.56 11.50 5.72 7.56 11.50 5.72 7.56 11.50 5.72 7.56 11.50 5.72 7.56 11.50 5.72 7.56 11.50 5.72 7.56 11.50 5.60 7.52 11.50 5.60 7,52 11.50 5.60 7.52 11.50 5.32 7.13 11.28 5.32 7.13 11.28 4.91 8 7.13' 11.28 4.94 6.62 10.42 4.69 ° 6.62' 10.42 3.91 ° 6.08 ° 10.42' • 800S162 : ••, 5.51 5.51 5.51 5.51 5.51 5.51 5.51 5.51 5.51 6.51 5.51 5.51 5.51 5.51 5.51 5.51 5.51 5.51 2.63 3.76 2.63 3.76 2.30 3.74 2.57 3.65 2.38 3.65 1.926 3.27 2.35 3.52 2.06 ' 3.35 1.53 2.78 1.76 ° 2.88' 1.41 ° 2.49 ° 0.77' 1.80' 1.20' 2.12 ° 0.812 1.69' 0.15 2 0.96 2 0.71 2 1.46' 0.31 2 7.32 7.32 7.32 7.32 7.32 7.32 7.32 7.32 7.32 7.32 7,32 7.32 7,32 7.32 7.32 7.32 7.32 7.32 11.33 11.33 11.33 11.33 11.33 11.33 11.33 11.33 11.33 11.33 11.33 11.33 11.33 11.33 11.33 11.33 11.33 11.33 5.92 7.72 5.92 7.72 5.92 7.72 5.65 7.36 5.65 7.36 5.65 7.36 5.34 6.95 5.34 6.95 5.23 ' 6.95 4.66 5.99 4.47 6 5.99 3.79 ° 5.666 3.64 6 4937 3.24 6 4.71 ° 2.54' 4.02 2.68 3 3.84 ° 3 1.602 2.78 ' .4i : 2 4.44 7.56 10.02 15.60 2.99 4.44 2.99 4.44 2.97 4.40 2.97 .4.40 2.97 4.40 2.95 4.35 2.95 4.35 2.74 4.35 2.88 4.22 2.67 4.22 2.14 7 3.79 2.51 4.04 2.15 ° 3.70 1.49 0 2.97 2.03 6 3.46' 1.61 2.99 ° 0.84' 2.14 3 ' . • amitazzakiii, 3.07 4.58 7.85 10.38 16.07 3.07 4.58 7.85 10.38 16.07 3.07 4.58 7.85 10.38 16.07 3.07 4.58 7.85 10.38 16.07 3.07 4.58 7.85 10.38 16.07 3.07 .4.58 '7.85 10.38 16.07 3.07 4.58 7.85 10,38 16.07 3.07 4.58 7.85 10.38 16.07 3.07 4.58 7.85 10.38 16.07 3.07 4.58 7.85 10.38 16,07 3.07 4.58 7.85 10.38 16.07 2.76 4.58 7.85 10.38 16.07 3.03 4.51 7.70 10.25 16.07 2.82 4.51 7.70 10.25 16,07 2.24 4.27 7.70 10.25 16.07 2.75 4.40 7.41 9.87 15.52 2,38 4.33 7.41 9.87 15.52 1.66 ° 3.62 ' 7.41 9.87 15.52 3 6 Deflection exceeds L1600 7 Deflection exceeds L/720 - If not noted, deflection is less than L/720 VEMES02110091,111= 2.53 3.49 5.74 7.58 2.53 3.49 5.74 7.58 2.53 3.49 5.74 7.58 2.51 3.47 5.67 7,58 2.51 3.47 5.67 7.58 225 347 5.67 7,58 2.48 3.33 5.58 7.47 2.48 3.43 5.58 7.47 2.08 3. 9 5.58 7.47 2.30 3. 2 5.32 7.13 2.02 ' 347 5.32 7.13 1.49 2.t4 8 5.30 7 7.13 1.86 ° 3. 3 4.96 6.64 1.51 ° 2. 8 ° 4.96 7 6.64 0.88 3 2. 3 ° 4.27 ° 6.47 1.40 6 2. ° 4.44 6 6.02 1.01 3 0 2.07 4.01 6 5,976 0.32 2 1.33' 3.24' 5.16 7.56 10.02 15.60 7.56 10.02 15.60 7.46 9.89 15.38 7.46 9.89 15.38 7.46 9.89 15.38 7.33 9.72 15.11 7.33 9.72 15.11 7.33 9.72 15.11 6.99 9.27 14.40 6.99 9.27 14.40 6.99 9.27 14.40 6.55 8.68 13.45 6.55 8.68 13.45 6.18 ' 8.68 13.45 6.01 7.97 12.32 5.82 7 7.97 12.32 4,92 .6 7.56 8 12.32' 54 . 68 SSMA DIBBLE ENGINEERS Project No. c%4- 1 Project — ro KW11.-A Subject (Z urr Sheet No. G)S Date B K� Aw,)1141 r`k'; (11°X OSZ-0 -#-/ r z ^ es tc, x. 4/ 1 + 7 P-Ak., 1 USA 4,t rr' A.- S vsa .05s 41,-y.41-32 `/c.v A4 = 1 9 42 co z • DIBBLE ENGINEERS Project No. 0 4- 14 4'5 — Project 7D /0"J 1 1-P1 C2...r.-STF_ Subject G?;ziavrr-r Sheet No. (91 te Date C By A7 — 4414+1 d2-av --- 5 la (zs -1-t4> 14-C7D P0 I ( 2) 5" Cp 2. -54 444 Pe-r 4 s-ri frailteS ?2 I D "e" Web stiffeners required at each support See page 37 for Header Load Table Notes 38 Header Allowable Uniform Loads (lb /ft) Header Load Tables • Yield Strength Section ksi , • .. ►t)} , 3 (ft) . 4 (f igilla . • I' :. SPAN . . ((� • � 8 . 6 ft 10 (ft) `• '', : . 12 ( 8005137 -33 33 606 a 454 a iu asrmil n e. rmf�am 363 a 303 a 227 a 174 a 121 e 800S162 -33 33 606 a 454 a 363 a 303 a 227 a 181 a 138 e 800S200 -33 33 606 e 454 e 363 e 303 e 227 e 181 e 148 e 800S137 -43 33 1344 a 1008 a 806 a 672 a 425 a 272 a 189 e 800S162 -43 33 1344 e 1008 e 806 e 672 e 476 e 305 e 211 e 8005200 -43 33 1344 e 1008 e 806 e 672 e 504 e 340 e 236 e 800S250 -43 33 1344 a 1008 a 806 a 672 a 504 a 346 a 240 e 800S137 -54 33 2674 a 2005 a 1541 a 1070 a 602 a 365 a 258 e : 3 • 4e 115e 161•e :e .. e e 290e 800S200 -54 33 2674 e 2005 e 1604 e 1324 e (44 e 316 e 331 e 800S250 -54 33 2674 a 2005 a 1604 a 1252 a 704 a 451 e 313 e 8005137 -54 50 2674 a 2005 a 1604 a 1337 a 778 a 446 a 258 e 800S162-54 50 2674 e 2005 e 1604 e 1337 e 871 e - 501 e 290 e 800S200 -54 50 2674 a 2005 a 1604 a 1337 a 919 a 574 a 332 e 8005250.54 50 2674 e 2005 e 1604 e 1337 e 951 e 608 e 373 e 800S137 -68 33 5397 a 3061 a 1959 a 1360 a 765 a 489 a 318 e 8009162 -68 33 5397 a 3367 e 2155 e 1496 e 841 e 538 e 358 e 8005200 -68 33 5397 e 3774 e 2415 e 1677 e 943 e 603 e 411 e 8005250 -68 33 5397 a 3688 a 2360 a 1639 a 922 a 590 a 409 e 800S137-68 50 5397 a 4048 a 2901 a 2014 a 1076 a 550 a 318 8005162 -68 50 5397 a 4048 a 3177 a 2206 a 1210 a 619 a 356 e 8005200 -68 50 5397 a 4048 a 3238 a 2415 a 1358 a 711 a 411 e 800S250 -68 50 5397 a 4048 a 3197.e 2220 a 1249 a 799 a 468 e 800S137-97 33 7865 a 4424 a 2831 a 1966 a 1106 a 707 a 434 800S162-97 33 8632 a 4856 a 3107 a 2158 a 1214 a 777 a 491 8005200.97 33 9647 a 5426 a 3473 a 2411 a 1356 a 868 a 566 e 800S250-97 33 10675 e 6005 e 3843 e 2668 e 1501 e 960 a 646 e 800S137 -97 50 11588 a 6518 a 4171 a 2897 a 1467 a 751 434 800S162-97 50 12761 a 7178 a 4594 a 3190 a 1658 a 849 a 491 8005200 -97 50 14314 a 8052 a 5153 a 3578 a 1912 a 979 a 566 800S250 -97 50 .;.:..i fr 1'. i7 T. itT itTS:yiy.Sri•:05 14832 a 8557 a •:�m i:iaZ Y€ 1. 1.7iz::t5 1 ;M ::r � �z : r 5477 a 3803 a 2139 a S S: t i Lta 4 c : iae,�wii'Ia$ d {,T.C•uchiil;7 iB�- � f� ; ='+'1:.::.r }t:{:Uirt:.,7 1117 e r r .t.� c i �tT •;,,, ��+ YIL`Fi>;f�2::iy�;,, U„ 1000S162 -43 33 1069 a 801 a 641 a 534 a 400 a 320 a 258 e 1000S200 -43 33 1069 e 801 a 641 e 534 a 400 e 320 e 267 e 1000S250-43 33 1069 a 801 a 641 a 534 a 400 a 320 a 267 e 10005162.54 33 2124 a 1593 a 1274 a 1062 a 796 a 524 a 364 e 1000S200 -54 33 2124 a 1593 a 1274 a 1062 a 796 a 594 a 412 e 10005250 -54 33 2124 a 1593 a 1274 a 1062 a 796 a 599 a 416 e 1000S162 -54 50 2124 a 1593 a 1274 a 1062 a 796 a 637 a 474 e 1000S200-54 50 2124 a 1593 a 1274 a 1062 a 796 a 637 a 500 e 1000S250 -54 50 2124 a 1593 a 1274 a 1062 a 796 a 637 a 520 e 1000S162 -68 33 4278 a 3208 a 2567 a 2081 a 1170 a 749 a 520 e 10005200 -68 33 4278 a 3208 a 2567 a 2139 a 1297 a 830 a 576 e 1000S250-68 33 4278 a 3208 a 2567 a 2139 a 1257 a 804 a 558 e 1000S162 -68 50 4278 a 3208 a 2567 a 2139 a 1537 a 984 a 623 e 1000S200 -68 50 4278 a 3208 a 2567 a 2139 a 1604 a 1095 a 707 e 1000S250 -68 50 4278 a 3208 a 2567 a 2139 a 1604 a 1065 a 740 e 1000S162 -97 33 12049 a 6785 a 4343 a 3016 a 1696 a 1085 a 754 e 1000S200-97 33 12049 a 7493 a 4795 a 3330 a 1873 a 1198 a 832 e 1000S250 -97 33 12049 a 8199 a 5247 a 3644 a 2049 a 1311 a 911 e 10005162 -97 50 12614 a 9460 a 6420 a 4458 a 2507 a 1483 a 858 e 1000S200 -97 50 12614 a 9460 a 7115 a 4941 a 2779 a 1690 a 978 e 1000S250 -97 50 12614 a 9460 a 7500 a 5208 a 2929 a 1875 a 1104 e A {LIMUC"+aGSl.£'C2t=r- atcS^w'fiVN C :Yr' ID;; NMtIvri CS4Ti:iz:[e'bin.r^. Zatlawr , V.; ;ZI•'; k rat's rtairl i;� bfa:' :•:It.MC.U.r; U1titix; :di 9�! rt attVI' L'l+ f'Yet:EL1i5MSl;urdatSie�.1: 12005162 -54 33 1761 a 1321 a 1056 a 880 a 660 a 528 a 427 e 1200S200 -54 33 1761 a 1321 a 1056 a 880 a 660 a 528 a 440 e 1200S250 -54 33 1761 a 1321 a 1056 a 880 a 660 a 528 a 440 e 1200S162-54 50 1761 a 1321 a 1056 a 880 a 660 a 528 a 440 e 1200S200 -54 50 1761 a 1321 a 1056 a 880 a 660 a 528 a 440 e 1200S250-54 50 1761 a 1321 a 1056 a 880 a 660 a 528 a 440 e 1200S162 -68 33 3543 a 2657 a 2126 a 1771 a 1328 a 857 a 595 e 12005200 -68 33 3543 e 2657 e 2126 e 1771 e 1328 a 1063 a 753 e 1200S250.68 33 3543 a 2657 a 2126 a 1771.e 1328 a 1044 a 725 e 1200S162-68 50 3543 a 2657 a 2126 a 1771 a 1326 a 1063 a 818 e 1200S200-68 50 3543 a 2657 e 2126 e 1771 e 1328 e 1063 e 885 e 1200S250 -68 • 50 3543 a 2657 a 2126 a 1771 a 1328 a 1063 a 872 e 1200S162 -97 33 10418 a 7814 a 5751 a 3994 a 2246 a 1438 a 998 e 1200S200-97 33 10418 e 7814 e 6251 e 4365 a 2455 e 1571 a 1091 e 1200S250.97 33 10418 a 7814 a 6251 a 4733 a 2662 a 1704 a 1183 e 1200S162-97 50 • 10418 e 7814 e 6251 a 5209 e 3321 e 2125 a 1364 e 1200S200 -97 50 10418 e 7814 a 6251 e 5209 a 3643 a 2331 a 1538 e 1200S250 -97 50 10418 a 7814 a 6251 e 5209 e 3815 e 2442 e 1695 e "e" Web stiffeners required at each support See page 37 for Header Load Table Notes 38 Header Allowable Uniform Loads (lb /ft) Header Load Tables • DIBBLE ENGINEERS, INC. TUKWILA RETAIL CENTER • STRUCTURAL CALCULATIONS TUKWILA, WASHINGTON TABLE OF CONTENTS SECTION 3 LATERAL CALCULATIONS 4 Dibble Engineers, Inc. - Design Criteria Worksheet Lateral Wind: Job Name: Tukwila Retail Center Project #: 04 Location: 13038 Interurban Avenue South, Tukwila, Washington Building Code: 2003 IBC Permitting Authority: City of Tukwila, Washington p sic yviad (3 Exposure Category Importance Factor l Internal Pressure Coefficient GC1 Lateral Seismic: Site Class (Assumed) SS Si - - F, SOS SDI Seismic Use 9roup Importance Factor I Seismic Design Cat. Basic LFR System 1 - Bearing Wall System K- Light Frame Walls w/ Shear Panels, Wood & Sheet Steel 1.406 0.485 1.00 1.52 0.937 0.491 1 6 1/2 3 4 Simplifed 0.144 R = Cd Analysis Procedure C 85 B ± 0.18 mph 9 Interpolated Interpolated N 7/26/2004 13038 Interurban Ave S Tukwila WA 98168 -3322 MAPQVES '"; 1 �..._ - -. it tw l 6 126tH St as 128th 6t I I S 130th 5t A 5 { • -. g S 142nd Se > I '` , --- N ..J 02004 MgpQuest.com, Inc.: 02004 NAVTEQ CauA.rsi LtsP•Pw0el1 ItMr North Bend : t l� Y •: a QuitliU�'i: s Surm.rkn0 'si^ A; A:f;'4. • �d, ..,tyjrt V. ntau» I � Pe fP,Yrlum:. . Penticton • Pod Alb�ml ry '` • • .. H ,•N ItiveratIl[ !�►a,Hf elm - LanL24111e hy11• •; . r� v (I lhYatk a C+1heJ Ji, Oifver l ke carve' North Ca•IeMn : • cumanah !•atMlc ruk s n \ .. - ' lit ... ...toile Q20Ot Weaves'onn ne. m S131stst C/1 m.. 5 139th 6t t 1 \ t 1 \ 6 122nd St i rtllentown _ i 1 i s ?�cn st ..i._. .. I. i I I_.._......____...._. S,125th St ° �; ' A el `,,.:�:/ r•vk 1 t OatyP tlell{npMm,�.��, "rD able � Onnoile 1 • Yom. R Okanogan Rgoub(I • SYdro Wtn119Y •(F' +lap ror y i .. 0 r 1 k 0 10 'wr • tehekin »� • _.-- • e uri4pton ' r� • ' •� • IoA Ange tUuer n • Si . tewcter vow etK t p )(444 ,•••! . � lesiatebte • kI M F\ (t> ek-k ' ; Etl dstnden r+aaror 4kelu•..r.• - . � .. S' o. i ;Wilbur � of molC r• �Q.. +•" t• WattrVI11C l • �- Y o ar ��� � al tM ' : ,��! rJ, ibulsb r ' t on 4ak..r! .- AlmTraV alai r redlnl YCa . i , t;a ' U SMItas t t Enumd• Casten L_) Qila[Y •EDhnta OI Ap w!'•• ^• + frtenwaer [ ! [ lum CeurYd 411 Lo Wen: at ". '• +�•. —.� i #. a OikSII$ } N A�1.'aA Yani, Chehalis S.Nh r •S„�••; ' """�' A .a{m,•. t. . J9' Pmc pap, Tcpp•nii � mchMnd 1,1ts • Sunnysld.. � • view 0 Troui lake ! rna• �rldey 1. Ratan} • • • elskleion tlemrj( 'Ntlln r. . , flood Rlvor , all'Mq o a. •• i � RIaIYC tslont Echo The O. ilea roch� pre trio': ) " H[PDnrr WO Clly . MtYPin t""" • Yklihe • 04 -145 Tukwila Retail Center 6 TR S 13 71, 6t, _. \ Joseph Foster `. FMemorl i'- -. - -ttit, IP.ark` far", ittµ cri < m s j42nd t 0) cn 0 .at. C 11 ( :L •' . 0 tl e tl 411 M " WIn.l } .. V lct•rit� [d Y• _.L.:......_�• ( ' ' � • ing ��i��ttrr Itv • Y•qU �i NORM 1lte .._ ., ,, • " t ' • hale■ LL - *i l Sal ' ' '' •T ~ \i g _ l _ at0 , • � /. o ^!1 �,, fi r; `' ni __,•,,,r • .` l �[ ene. �.; s1oYYialis,t-•' - -_ win r•.t ►dl•r) - •' .f ; son take CHY UeC•I __,.! gt � • 'ie Jv0 l.o 1 '11 satrame•t l ., * r- -" \ .r J J � 11 e cY ✓' ,/!!!!'.9!".' Sanple *Mb ate • '' 11 .. Icelu air .Lobi t t O t. rvegt -' .-"• e4,,,,,...,',.. na[ \ • ik, ta.t• F. oAlak it J Y T ,.. , lot Any ''t Y IY . t6 . i i z.,,•••• .:.. E N r amul�lo I >t• O'"'T " "' Iota •}Z O D• rk.OUs.1..ik htN t '�.e • '»DUl ? 1 I M4Cen + � 'f' y'•. ' 'EI �} . s :.v \ a.nl t nrt�t.ru.L1• tkw • H!r!n it t• S an intonio b •� � I y l � \, . 1 �. • . .. '�• • F+o IDR•New Orkin; a Q nanao, • . •a,. 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ZO W ILI U� co 0 I— W H / w = 0 z • Tukwila Retail Center Date and Time: 7/27/2004 11:05:16 AM MCE Ground Motion - Conterminous 48 States Zip Code - 98168 Central Latitude = 47.488839 Central Longitude = - 122.29991 s,€rs �� 13e--4:B = Period MCE Sa (sec) ( %g) 0.2 5 = 140.6 MCE Value of Ss, Site Class B 1.0 S = 048.5 MCE Value of S1, Site Class B �£S` Spectral Parameters for Site Class D G''T 6G'"N ' 0.2 s 140.6 Sa = FaSs, Fa = 1.00 SIDS ° ° 3�5 ° °7 1.0 s , � 073.7 Sa = FvS 1, Fv = 1.52 s = 0.49 f `' ' 1..c7 C 5 = O. g3i- c QQ � JU UO W I W O 2 LL j. z • a F W . • zF._ • 1-O z I- • W O • N 0 W W . • U • ~ .• z W U 2 O 1- z DIBBLE ENGINEERS Project No. oL/ )4 , 5 . Project Subject r Sheet No. LF I Date L A 7 s2 ,4 - o zr s LJ ►moo re,-,P1- bJ o Loam Mz.THcAD >et'c uits "Ps s r�p�o (o,t1S -) - s: ..� o . 4(1 3 ' A L 441 q+? S C.c.Pe ZooF C = 22 GoaTfLv L -P55: 0.5 ►4 4. G PS14HI I P' A. 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Z.(0.934)( i.0) W P ) oae7.4 b l . K ■ 63LP Pc-F e , 6i,i0 0 r-AToo - J a - Z-& x V,g(..,oC D PL- a GIRO -1 STi-aqe- G tiQC P= F�wY IM PP. CIA PmgA t - Cr►l f 1 ;La-162.1f 2 Pi o p c._(" TYPc ' cpsY6) I A) o 5- P F F� /LS�A7iv� rj To e rLto C) 1 (.345--3-4 ,5) 29.7 k 61 Moc c. G9- r fl' AS c CO w Pix' �S ) = 15 -P- ( 3 P) $. DIBBLE ENGINEERS Project No. Project TvKwILA t� �: - r�► C� ,sr�,Z Subject L.A - h Sheet No. 1�D Lp Date - 31 °Li By (4' OW DI �&GTIo� 40 CgD V 113x8 / off = )0z,, �P x taqe-1-w g34 > 11.(1 ) I .c.o e = 1 oct pc P J x �� (E( o71. CASE MNoel Dimensions Fasteners AVG ULT Allowable Tension Loads (133) Hoidown Deflection at Highest Allowable Design Load W H CL Anchor Dia Screws 20 g a . 18 ga 16 ga S /HD8 2% 13% 1' % 24- #10 29000 7615 8460 8940 0.085 S /HD10 2% 16% 1% % 30- #10 29000 9520 9665 9665 0.093 S /HD15 234 21% 1% 1 48 - #10 44500 — 12200 14400 0.070 Model No. Material Dimensions Fasteners Allowable Tension Loads (133) Holdown Deflection at Highest Allowable Design Load Strap Plate W H CL Anchor Bolts Screws S /LTT20 12 ga 3 ga 2 20 1% ' 5- #10 1600 0.209 S /HTT14 11 ga — 2% 15 11 s/e 14 - #10 4385 0.041 c The S /HD's design make installation easy. The narrow width fits within the stud section. MATERIAL: 10 ga with 3 /e" plate, 7 ga with 1 /2" plate (S /HD15). FINISH: Simpson gray paint. INSTALLATION: • Use all specified fasteners. • See SSTB Anchor Bolts. The design engineer may specify any alternate anchorage calculated to resist the tension load for your specific job. • Reference section R603.7.2 of the International Residential Code (IRC) for holdown requirements. CODE: ICBO ER -5275 (S /HD8 & S /HD10). SIMPSON StrongTie S / H D HOLDOWNS 1. The Designe shall specify the anchor embedment and configuration. See SSTB Anchor Bolts. 2. Allowable loads have been increased 33% for wind or earthquake loading with no further increase allowed. 3. Multiply the loads shown by 0.75 when a 33% increase for wind or earthquake loading is not allowed by the design standard being used or when the 0.75 load combination factor in A.I.S.I. Section A5.1.3 Typical S/H08 Installation 4. 5. (1996 edition) s not allowed, see page 4. Anchor bolt washer is not required. Deflection at Highest Allowable Design Load: The deflection of a holdown measured between the anchor bolt and the strap portion of the holdown when loaded to the highest allowable load listed in the catalog table. This movement is strictly due to the holdown deformation under a static load test conducted on a steel jig. The S /HTT14 is a single -piece formed tension tie —no rivets, and a 4 -ply formed seat which won't unfold during loading. No washers are required. The S /LTT and S /HTT Tension Ties are ideal for retrofit or new construction projects. They provide high strength, post -pour, concrete -to -steel connections. MATERIAL: See table. FINISH: Galvanized. INSTALLATION: • Use all specified fasteners. • Use the specified number and type of screws to attach the strap portion to the steel stud. Bolt the base to the wall or foundation with a suitable • anchor; see table for the required bolt diameter. CODE: ICBO ER -5275. 1. The Designer shall speci y the anchor embedment and configuration. See SSTB Anchor Bolts. 2. Allowable loads have been increased 33% for wind or earthquake loading with no further increase allowed. • 3. Allowable loads apply to 20 gauge members. 4. Multiply the loads shown by 0.75 when a 33% increase for wind or earthquake loading is not allowed by the design standard being used or when the 0.75 load combination factor In A.I.S.I. Section A5.1.3 (1996 edition) Is not allowed, see page 4. 5. See S /HD notes 1Tegarding deflection at highest allowable design load. S /HD8 S/HD10 (S /HD15 similar) Sources of Deflection at the Shearwall Holdown Connections A. Eccentricity in stud —when a holdown is installed on only one side of the stud, an eccentricity exists during loading which can cause additional movement in the shearwall system. B. Nut spin— unrestrained anchor bolt nuts can spin loose during cyclic loading; the use of steel nylon locking nuts or thread adhesive may prevent nut spin. C. Lack of nut tightening — additional movement can occur when nuts are not tightened sufficiently. D. Deflection of the holdown— deflection can occur in the holdown under load caused by stresses due to earthquake or high wind. E. Vertical deflection at the holdown seat caused by stud rotation — lateral displacement at the top of the wall rotates the stud around its base causing the holdown base plate to displace vertically. S /LTT & S /HTT TENSION S /LTT20 S /HTT14 LOAD TRANSFER PLATE— WASHER NOT REQUIRED U.S Patent 5,467,570 13'4' WASHER NOT REQUIRED Typical S /HTT14 Installation as a Holdown 11 Model No. Total L (Length of Roll) End L Ga Cut Length Fasteners (Total) Allowable Tension Loads (DF /SP) Nail Spacing 0 .c. (In a Row) Code Rel. (133/160) CMST12 40' 90" 12 clear span +180" 86 -16d i11.:5 31" 3, 39, 97,104 54" clear span +108" 100 -10d z•2: °5 13/4" 45" clear span +90" 86 -16d °::= 1 105" clear span +210" 100 -10d °3f; 31/2" CMST14 521/2' 68" 14 clear span +136" 66 -16d 6.190 31/2" 41" clear span + 82" 76 -10d (5490 1 34" clear span + 68" 66-16d 6490 13/4" 78" clear span +156" 76 -10d 6490 31/2" CMSTC16 54' 49" 16 clear span + 101" 58-16d sinkers 473 6940 160 E5" clear span + 53" 58-16d sinkers 4; 5 11/2" CS16 150' 14" 16 clear span + 31" 26 -8d 1705 2 3, 9, 39, 62, 88, 104 CS16 -R 25' 11" clear span + 25" 22-10d 1705 CS18S 100' 11" 18 clear span + 25" 22 -8d '137.0 CS18 200' 9" clear span + 21" 18.10d CS18 -R 25' 9" clear span + 21" 18-10d CS20 250' 9" 20 clear span + 21" 18 -8d 1030 CS20 -R 25' 7" clear span + 17" 14.10d 1 030 CS22 300' 7" 22 clear span + 17" 14 -8d $45 CS22 -R 25' 51" clear span+ 14" 12 -10d 64r Model No. Strap Section L Total Fasteners Avg Ult Allowable Horizontal Loads Code Ref. Nails Bolts Nails (133 &H0) Bolts Qty Dia (133) (160) SA36 12 ga x 2'A6 36 22 -16d 4 1/2 6767 1900 1605 1900 3 , 39 , 88 HSA32 3 ga x 3 32 — 2 3 /4 13600 — 1910 2290 HSA41 3 ga x 3 41 — 4 3 /4 17600 — 3770 4520 HSA50 3 ga x 3 50 — 6 4/4 21600 — 5470 6400 HSA59 3 ga x 3 59 — 8 3 /4 30100 — 6940 8330 HSA68 3 ga x 31/2 68 — 10 3 34200 — 8350 10020 SIMPSON CMSTC provides nail slots for easy installation and coined edges for safe handling; it can be cut to length. CS are continuous utility straps which can be cut to length on the job site. Packaged in lightweight (about 40 pounds) cartons. FINISH: Galvanized. Some products available in Z -MAX; see Corrosion - Resistance, page 5. INSTALLATION: • Use all specified fasteners. See General Notes. • Wood shrinkage after strap installation across horizontal wood members may cause strap to buckle outward. • Refer to the applicable code for minimum nail penetration and minimum wood edge and end distances. • The table shows the maximum allowable loads and the nails required to obtain them. Fewer nails may be used; reduce the allowable load by the code lateral load for each nail subtracted from each end. • CMST only –Use every other triangle hole if the wood tends to split. Use round and triangle holes for comparable MST loads, providing wood does not tend to split. • For lap slice information, request Technical Bulletin T -CMST. CODES: See page 10 for Code Listing Key Chart. 1.Loads Include a 33t or 60% load duration incre4se on the taster ors for seismic or ttind loading, but 0.0....4.11 I include a 33"/ stress increase on the steel capacity. Rotor in page 12 (or further explanation. 2. Use half of the nails in each member being connected to achieve the listed loads. A high value seismic tie for horizontal ties across intervening members. FINISH: Galvanized INSTALLATION: • Use all specified fasteners. See General Notes. • May not be suitable for floor diaphragms which protrude above beams. CODES: See page 10 for Code Listing Key Chart. 1.Allowab e loads have been increased 33% and 60% for earthquake or wind loading with no further increase allowed; reduce where other loads govern. 2.Allowable loads assume a restrained member of 3W min. thickness with bolts in single shear. 3. Bolt and nail values may not be combined. 4.Only SA36 can be field -bent for other intermediate beam widths. Gauge stamped on part for easy Identification Typical CS Installation as a Floor -to- Floor Tie (CMST requires minimum 2 -2x studs) Provide min. 1 end distanc for CS and CMST Equal number of specified nails in each end LENGTH Cll. LENG CS16 Hole Pattern (all other CS straps similar) 3W CMST14 Hole Pattern (CMST12 similar) 3'Typ. CMSTC16 Hole Pattern Typical HSA Installation Typical SA Installation with Saddle Hanger CS /CMST STRAPS Nails not required in clear span. CS16 16GNaGE ? 11 Iii r SA /HSA CONNECTORS 129 Z I I— • Z et W g U O N D J H u_ WO — a • u± z O 0 • p U O I– W W . H Li- 0 O .. Z W - I O~ Z via •tip... ` T� y�! i 3 yL cal . NOV 0 5 200 PUBLIC ''411Ot K' The Transpo Group Interurban Retail Tukwila, WA Transportation Impact Analysis October 2004 r I EXPIRES 03/24/ Os— I Z • W J U U 0 W= • LL TU KWI LA, WA 0 gQ cop = a I- Ili Prepared for: w o Gramor Development WA, LLC ? O N ' 01- W • W. f- - . October 2004 w - z U = O ~ Prepared by: Z Transportation Impact Analysis INTERURBAN RETAIL The Transpo Group, Inc. 11730 118 Avenue NE, Suite 600 Kirkland, WA 98034 -7120 Phone: 425.821.3665 Fax: 425.825.8434 www.thetranspogroup.com © 2004 The Transpo Group P QLt o ol' Lo -OAS 1� r Inter urban Retail, Tukwila", Table 9. Peak Parking Demand: Weekday Peak Conditions Starbucks Coffee with Drive•thru Specialty Retail (Shopping Center)' Fast Food without Drive -thru z, 9.95' 3.23' 11.68' Total Peak Demand Total Parking Supply Parking Surplus 1. Average Peak (ate; Parking Generation (ITE, 2' Edition), I. and use #836 (fast focal 2. Average Peak Rate; Parking Generation (ITE, 2^' Edition), Land Ilse #820 (Shopping Retail parking rates are provided by ITE. 3. Average Peak Rate: Parking Generation ((TI:, 2' Edition), Land use #837 (Fast food 1,700 sf 2,650 sf 1,365 sf r'''ctober 2004 ,Poak p4tkin9 Rate '. Per k -arkirig D ri<i Stall's). ; • : 17 9 16 42 58 +16 with Dtive•In Window) Center); Note: no Specialty without Drive -in Window) As is shown in Table 9, the proposed project's practical parking capacity would provide a surplus of ten parking stalls during the peak weekday period, adequately accommodating the peak parking demand. Traffic Safety Impacts Given the minimal level of traffic expected to be generated by the proposed project, combined with the operational impacts summarized previously for the study area intersections, this project is not likely to adversely impact the operational safety of the roadways or intersections within the defined study area. The previous safety analysis included in this report identified no existing safety deficiencies to which the project would impact. Transportation Impact Fees The City of Tukwila has established transportation impact fees in TMC 9.48.1 The current transportation impact fee schedule identifies ten improvement projects throughout the city. Developments that generate trips that impact any one of these projects by five or more trips must pay a fee per trip. Based on the project trip distribution and assignment noted in Figures 5 and 6 and the anticipated local nature of project trips, only one of the projects currently identified in the impact fee schedule is impacted by five or more project trips. The Interurban Bridge widening project will widen the bridge to allow dual left turn lanes. The per trip fee for this improvement project is $240, equating to a total impact fee for this project of approximately $1,440. racA Y 9 .-C-Te0.- 1.(4 -Gy4(0___ \\(\:-ci\Acuy\, ?Clo-Ao t. ; '. • Date: 11.08.05 To: From: George Hanna Project: Tukwila — Interurban Retail The following item(s) are being sent to you: F Drawings Number of Copies Date 4 11.08.05 Action Required: F For approval e For your use i As requested e For review & comment e Other: Comments: Hello Joanna, Per Brandon J. Miles request, I'm sending an updated as built site plan for the project. Please contact me if you have any questions or comments. Thank you, George Hanna 22002 64th Ave. W Suite 2C Mountlake Terrace, WA 98043 Phone: 425 670 6706 Fax: 425 774 8219 e Samples Copy to: Original Pages 1 Delivery by 624 -3200 Control Number 4 1 3G �� Joanna Spencer Tukwila Public Works Department 6300 SouthCenter Blvd., Tukwila, WA 98188 e Specifications e Copy of letter e Other: e Approved as submitted e Approved as noted e Returned for corrections e For bids due: Copies sent via: i Mail a Courier Description As Built Site Plan e Resubmit e Submit e Return CO 0un101 :4 in'triv, arthittrtj;e DESIG Transmittal RECEIVED NOV 0 8 2005 u KVVILJA PUBLIC WORKS o Express Service NELL e Change order _ copies for approval copies for distribution corrected prints e Other Transmittal Page 1 of 1 October 10, 2005 Joanna Spencer City of Tukwila — Public Works 6300 Southcenter Blvd. Suite 100 Tukwila, WA 98188 -2544 (206) 433 -0179 Re: Interurban Retail Center, Permit# D04 - 412 Dear Joanna: See the enclosed updated drawings for D04 -412. The only modifications to the drawing are to properly show for the reduced sidewalk along the south side of the building. See the appropriate clouding. Specifically, per recommendation from Husky International (our neighbor) and guidance and communication with Steve Lancaster, we have eliminated the pedestrian connection that directly connects to Husky International. Be sure to contact either myself (206 284 -4065) or our engineer, Ben Rutowski (425 216- 4051), with any additional questions. We are nearing tenant occupancy, and as such, I hope that you can grant these drawings approval as soon as possible. Gramor Development WA, LLC Cory Shelest Project Manager Cc: jg br (GRAMOR DEVELOPMENT WASHINGTON, LLC 1505 Westlake Ave N. / SUITE 320 / Seattle, WA 98109 / (206) 284 -4065 fax (206) 284 -2061 E-mail: Cory@GramorWa.com Member of International Council of Shopping Centers z 1 w UO No LIJ -1 _ N LL wO u. co d . = W 1— I LL' H- O z1— U� O CI 1— ww ~ H u' O , 1 to o 1 Z 0 z MICRO COM SYSTEMS LTD. ATTENTION n The next image may be a duplicate of the previous image. Please disregard previous image. fl Please disregard previous 2 images. fl Please disregard previous 3 images. Other: 1 z re = -J 0 O 0 (/) W I -/ ai 0 g =I LL • uI1 Z i-0 Z ILI Lu O co O — CI I— LI/ u i 0 H . ro i 0 o 4 i 1 6 , 4L8-L1 2 NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. October 10, 2005 Joanna Spencer City of Tukwila — Public Works 6300 Southcenter Blvd. Suite 100 Tukwila, WA 98188 -2544 (206) 433-0179 Re: Interurban Retail Center, Permit# D04 - 412 Dear Joanna: See the enclosed updated drawings for D04 -412. The only modifications to the drawing are to properly show for the reduced sidewalk along the south side of the building. See the appropriate clouding. Specifically, per recommendation from Husky International (our neighbor) and guidance and communication with Steve Lancaster, we have eliminated the pedestrian connection that directly connects to Husky International. Be sure to contact either myself (206 284 -4065) or our engineer, Ben Rutowski (425 216 - 4051), with any additional questions. We are nearing tenant occupancy, and as such, I hope that you can grant these drawings approval as soon as possible. Gramor Development WA, LLC Cc: jg br Cory Shelest Project Manager (GRAMOR DEVELOPMENT WASHINGTON, LLC 1505 Westlake Ave N. / SUITE 320 / Seattle, WA 98109 / (206) 284 -4065 fax (206) 284 -2061 E -mail: Cory@GramorWa.com Member or International Council of Shopping Centers • I ACTIVITY NUMBER: D04 -412 PROJECT NAME Interurban Retail SITE AD D RESS 13038 Interurban Ave S Original Ran Sibmittal Response to Correction Letter # D EPARTM BN TS Building Division T1 Public r s'��� Structural ❑ AID . 6-W -0 DETERMINATION OF COMPLETENESS (Tues., Thurs.) Incomplete Complete Comments Permit Center Use Only IN COMPLETE LETTER MAILED: LETTER OF CO PLETEN EES MAI LID: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ RN ❑ Staff Initials TU ESITH U IZS RO U N G : Please Route Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS DATE APPROVALS OR CORRECTIONS PERMIT COORD PLAN REVIBN/ROUTING SUP Fire Prevention C DATE 06/08/05 _ Response to Incomplete Letter # X Revision # I After Permit Is Issued Planning Division 1 Permit Coordinator DUE DATE 06/09/05 Not Applicable ❑ DUE DATE 07/07/05 Approved C Approved with Conditions Not Approved (attach comments) El Notation: REVIEVVB S INITIALS DATE Permit Center Use Only CORRECTION LETTER MAI LID: Departments issued corrections Bldg ❑ Fire ❑ Ang ❑ PW ❑ Staff Initials Documents/routing dip.doc 2.2802 z Z ft W 6 J 00 J (0 u_ W 2 g Q cn = I- W z = L Zo W UCa o ff' I-- WW ti O ..z w U = O ~ z June 8, 2005 Mr. Cory Shelest Gramor Development 1133 164 SW, Suite #107 Lynnwood, WA 98037 Subject: Interurban Retail 13038 Interurban Avenue S Tukwila, WA Permit D04 -412 Dear Mr. Shelest: Sincerely, Laurie Werle City of Tukwila Public Works Department 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 City of Tukwila Joanna Spencer Development Engineer JS:1w (P:Laurie Admin/Joanna /Letter Cory Shelest 060805) east) Steven M. Mullet, Mayor Department of Public Works James E Morrow, P.E., Director On May 20, 2005, the City issued a building permit for the subject project, however, due to a glitch in our computer system, Public Works underestimated water meter fees. The amount due is $11,780.00. This amount consists of the following charges: a) $5,555.00 - Cascade Water Alliance Fee for Meter #2, a permanent 1" meter b) $5,555.00 - Cascade Water Alliance Fee for Meter #3, a 1" water only for irrigation c) $670.00 - Cascade Water Alliance Fee for Meter #1, underpayment for a 1.5" permanent meter. ($10,440.00 Cascade Water Alliance fee was assessed, however, the current 2005 fee is $11,110.) Please make a check in the amount of $11,780.00 payable to the City of Tukwila (budget account no. 401/386.550) and mail to: Thank you for your prompt attention and assistance. If you have any questions, please call me at (206) 431 -2440. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206-433-0179 • Fax: 206 - 431 -3665 Subtotal: Cascade Water Alliance (RCFC): Y doc: PWWATER City o. Tukwila Department of Public Works 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -433 -0179 Fax: 206 - 431 -3665 Web site: ci.tukwila.wa.us Parcel No.: 0003000110 Address: 13038 INTERURBAN AV S TUKW Suite No: DESCRIPTION OF WORK: CONSTRUCTION OF A 5766 SF RETAIL BUILDING THAT WILL CONTAIN 4 TENANTS; STARBUCKS WITH DRIVE -THRU. TENANTS TO COMPLETE INTERIOR. PUBLIC WORKS ACTIVITIES INCLUDE SANITARY SEWER WITH 600 GAL GREASE INTERCEPTOR, STORM DRAINAGE, LANDSCAPE IRRIGATION, TWO PERM WATER METERS (1" & 1.5 ") , 1" WATER ONLY IRRIGATION WATER METER; ALL THREE WM WITH INDIVIDUAL REDUCED PRESSURE PRINCIPLE ASSEMBLIES (RPPAs) IN FREEZE PROTECTION ENCLOSURES ANCHORED INTO A MINIMUM 4" THICK CONCRETE PAD. TOTAL WATER FEES: $15,040.00 WATER METER INFORMATION METER #1 Steven M. Mullet, Mayor Janes F. Morrow, P.E., Director Permit Number: D04 -412 Issue Date: 05/20/2005 Permit Expires On: 12/03/2005 METER #2 METER #3 Water Meter Size: 1.5 1 1 Quantity: 1 1 1 Water Meter Type: PERM PERM WTRO Work Order Number: 5106c05 5105c05 5105d05 Connection Charge: Y $225.00 $100.00 $100.00 Installation: Y $2,125.00 $950.00 $950.00 Additional Install Deposit: $0.00 $0.00 $0.00 Plan Check Fee: Y $10.00 $10.00 $10.00 Inspection Fee: Y $15.00 $15.00 $15.00 Turn On Fee: Y $25.00 $25.00 $25.00 $2,400.00 $1,100.00 $1,100.00 $107440700- $0.04 $0:60 - /J )1 5, 5 455 (' t6 ) D04 -412 :: r.« tifii: tii:.! 's�w..iii.ti:k�liPra:{tii'.t1:�. ;a+. i�i M"•ielin,'.'.Uia:dM "r �iL' .. ukyxa'mtiw.i:iL'iaiztaw 'ati:iw;ui,..y.• �uw .„ Printed: 06 -08 -2005 June 8, 2005 Mr. Cory Shelest Gramor Development 1133 164 SW, Suite #107 Lynnwood, WA 98037 Subject: Interurban Retail 13038 Interurban Avenue S Tukwila, WA Permit D04 -412 Dear Mr. Shelest: Sincerely, Laurie Werle City of Tukwila Public Works Department 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 Guy of Tukwila Joanna Spencer Development Engineer JS:lw (P:Laurie Admin/Joanna /Letter Cory Shelest 060805) a) $5,555.00 - Cascade Water Alliance Fee for Meter #2, a permanent 1" meter b) $5,555.00 - Cascade Water Alliance Fee for Meter #3, a 1" water only for irrigation c) $670.00 - Cascade Water Alliance Fee for Meter #1, underpayment for a 1.5" permanent meter. ($10,440.00 Cascade Water Alliance fee was assessed, however, the current 2005 fee is $11,110.) Please make a check in the amount of $11,780.00 payable to the City of Tukwila (budget account no. 401/386.550) and mail to: • 4.413.14.: .w . - Steven M. Mullet, Mayor Department of Public Works James F Morrow, P.E., Director On May 20, 2005, the City issued a building permit for the subject project, however, due to a glitch in our computer system, Public Works underestimated water meter fees. The amount due is $11,780.00. This amount consists of the following charges: Thank you for your prompt attention and assistance. If you have any questions, please call me at (206) 431 -2440. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 433 -0179 • Fax: 206 - 431 -3665 z _, '~ Z t aa r es. JU U O CD o J CO W O ga u-¢ co I Z = I— O Z H Lu W 2 • p U co 0 O I-- W u- O .. U N O 1— z 22002 64th Ave. W. Suite 2C Mountlake Terrace, WA 98043 www.connelldesign.com Phone: 425 670 6706 Fax: 425 774 8219 row) March 4, 2005 City of Tukwila Building Department 6300 Southcenter Blvd., Suite #100 Tukwila, WA 98188 Attn: Ken Nelsen, Senior Plans Examiner Subj: Interurban Retail Plan Check No.: D04 -412 tom) C O planning interiors architecture DESK I CITY RECEIVED TuKwu MAR 0 2005 PERMIT CENTER Dear Mr. Nelsen Regarding your review latter dated Dec. 27, 2004 for the project listed above: 1. The proposed tenant spaces at each end of the building are shown on plan sheet A -2 as restaurant and retail on the "reflected ceiling" A -5. The plans should be consistent. NELL Plans revised to be consistent. See sheet A5.0 2. Regardless that separate permits may later be made for the occupancy of each new tenant space, egress illumination must be provided for the space requiring two means of egress. Therefore, should the current "reflected ceilings" be installed as a completed tenant ceilings, emergency egress lighting must be addressed on the reflected ceiling plan per I.B.C. Section 1006. Emergency egress lighting hill part of this contact notes added to the plans. See sheet A5.0 3. Revise door and window schedules to show the minimum "U" values referenced in the submitted energy code forms. Note added to the schedules to reflect the U- Values used in the energy forms. See sheet A2.1 & Item 4 response 4. The building shell noted on the compliance form as a prescriptive conditioned space under W.S.E.C. Section 1320 through 1323. However, slab insulation is not shown on the plan details. In addition, the accompanying Envelope UA Calculation does not account for the slab perimeter of the building as required. Provide clarification and /or corrections as applicable. Energy code forms are updated using the Component Performance instead of Prescriptive method previously submitted. By using the Component Performance, it allows using higher R -Value insulation in the walls without using ally slab perimeter See attached energy code forms detail 1 1A8.0 CORRECTION LTR# Day ! /z re 2 J U O 0 N w = J V1 LL,, w o 2 D u_ ? =w ? F— O Z ~ W U O N 0 I— W LL. E ai H O z.. City of Tukwila Plan Check No.: D04 -412 February 18, 2005 Page 2 of 2 1;4.. .. f.J.l:.,c_..1..[. i...... .,:.u4w.:.lu:....il.:...u...y.� 5. The commissioning of HVAC equipment has become an integral part of a building occupancy per the Washington State Energy Code. As a result, a general note must be referenced on the plans regarding the System Commissioning requirements of W.S.E.C. Section 1415.4, specifically as required for the Certificate of Occupancy. Plans revised with a note on the Roof Plan. See sheet A2.0 Thank you for your consideration. Sincerely, CONNELL DESIGN GROUP, Inc. George Hanna Attachment: Energy code forms Sheets A2.0, A2.1, A5.0, & A8.0 APR.26.2005 4:07PM SCL„DEAL ESTATE SERVICES CITY OF SEATTLE - CITY LIGHT DEPARTMENT �1 z TEMPORARY PERMIT �i\� Fl w z P.M. #230415 -1 -421 �' i 6 g 0o WHEREAS, Interurban Retail Center, Limited Partnership, hereinafter referred to as I i "permittee ", is the owner of property located at 13038 Interurban Avenue South; cn w wo WHEREAS, the City of Seattle has a transmission line right -of -way 100 feet wide adjacent and I 2 southwesterly of permittee's property; u_ a WHEREAS, Interurban Retail Center has a 30 feet wide easement dated August 26, 1969 for an I w access road and utility purposes under Auditors File No. 6585544; i z 1--0 WHEREAS, AMB Institutional Alliance Fund I, L.P., a Delaware limited partnership, w w hereinafter referred to as "consentee", and owner of property located at 13028 Interurban > Avenue South, has a 60 feet wide easement dated November 18, 1966 for an access road and 8 N utility purposes under Auditors File No. 6126720; o F- ww WHEREAS, DEM, T.L.C., a Washington limited liability company, hereinafter referred to as v "oonsentee ", and owner of property located at 13123 Interurban Avenue South, and Jack In the. " O Box Inc., a Delaware corporation, hereinafter referred to as "consentee", and owner of property iii z located at 13050 Interurban Avenue South, have a 40 feet wide easement dated May 6, 1991 for o ingress, egress and underground utilities under Icing County Recording No. 9105061004; z ~ PERMISSION IS HEREBY GRANTED for the permittee, to use the City of Seattle transmission line right-of-way over the following described property hereinafter referred to as the "premises "); That portion of the Stephen Foster Donation Claim No. 38, in the northeast quarter of Section 15, Township 23 North, Range 4 East, W.M., described as . follows: Beginning at a point which bears Forth 40 °01'05" West, 920.15 feet from a monument at the point of intersection of a curve on the center line of the Duwamish- Renton Junction Road, said point of intersection being approximately 1,000 feet east and 20 feet south of the quarter corner between Sections 14 and 15, said Township 23; Seattle City Light - Interurban Retail Center Permit FINAL NO.855 P.2/12 Page 1 of 11 {S4'{.44:14AM APR.26.2005 4:08PM SCL -"EAL ESTATE SERVICES thence North 49 °24'00" West, 835 feet on a line parallel to and 150 feet . northeasterly of the center line of said Duwamish- Renton Junction Road, to a point which bears North 81°44'15" East, 199.17 feet from the point of < z curve on the center line of said Diuwamish- Renton Junction Road, said point of curve being approximately 1,200 feet.north and 440 feet west of m w the quarter corner between said Sections 14 and 15; 6 v thence South 40 °36'00" West, 20 feet to the northeasterly margin of the City of 0 o Seattle's transmission line right-of-way; co w thence North '49 °24'00" West, along said right -of- -way, 408,29 feet to the TRUE Ill i POINT OF BEGINNING; co o thence continuing North 49 °24'00" West, 222,00 feet; w 0 thence South 40 °36'00" West, 100.00.feet to the southwesterly margin of said transmission line right-of-way; u a thence South 49 °24'00" East, along said southwesterly margin, 262.00 feet; = C thence North 40 °36'00" East, 100.00 feet to the northeasterly margin of said '-- i transmission line right -of -way; z F thence North 49 °24'00" West, along said northeasterly margin, 40.00 feet to the w O true point of beginning, 2 D D p The permitted use of the premises is for PARKING, LANDSCAPING and ACCSS, hereinafter o referred to as "Permitted Use ", by permittee and its contractors, agents, tenants and customers, as w 1— shown on the attached Site Plan A1.0 dated 12 -21 -04 by Connell Design, hereinafter referred to s v as the "Site Plan ". Said permission is subject to the following terms and conditions: u 1 8 z 1, The term of this temporary permit shall commence the date construction begins on Zii N improvements on the premises as shown in the attached Site Plan or September 1, 2005, which P i ever comes first, and shall continue until canceled per Paragraph 28, or replaced by a ground z Iease with a fixed term of not less than 26.5 years approved by the permittee and the City of Seattle, 2. The permittee agrees to pay the following fees for the rights and privileges as above stated: a. The rental fee to be paid the City of Seattle for the temporary use of the premises shall be One Thousand Two Hundred Ninety and No /100 Dollars ($1,290.00) per month, payable in advance. b. An access rate of Twenty Five and No /100 Dollars ($25.00) per month, payable in advance. c, A leasehold tax in the amount of 12.84 percent of the above rental and access fee, or at any revised rate as may be adjusted by State law in the future, payable in advance. Seattle City Light - Interurban Retail Center Permit FINAL NO.855 P.3/12 Page 2 of 11 APR .26.2005 4 :08PM SCI - ESTATE SERVICES NO.855 P.4/12 d, Per 2. a., 2,b., and 2.c. above, the total monthly payment is $1,315.00 plus leasehold tax of $168,85 for a monthly total of $1,483,85. z = a- '~ w 3. The rental fee and access rate will be adjusted 2.X% annually for the first five (5) years, cc A annual increases shall be a fixed percentage agreed on by the parties or adjusted by ; v the percentage increase to reflect the percentage change, if any, in the Consumer Price Index AU U o Urban Consumers, US Cities Average (CPIU) as published by the US Department of Labor uu) w Statistics in which 1982 -84 equals 100. The first adjustment shall be implemented on January 1,' I LLI 1 2006. I N u. w 4, Permittee hereby agrees that, in case of an increase of rental fee, all other provisions of this permit shall remain in full force, changed only by such alterations in amount of rent and not u a otherwise. = d 1-- 5, The permittee shall pay all licenses, excise and occupation taxes concerning the business I z conducted on said premises; all taxes on permittee's property on said premises; and all taxes on z oo the permittee's leasehold interest created by this temporary permit. i U D o i— LU LU I ~I u - - O Ili z — I O~ 6. The permittee agrees to assume all liability for any damage caused to the City's transmission line facilities arising out of or resulting from permittee's use of the premises. 7. The permittee agrees that the City of Seattle shall not be liable for any damage to the permittee's property by reason of any construction, alterations, maintenance or improvements performed in said premises by the City of Seattle, its agents or representatives. 8. The permittee agrees not to use the premises for any other purpose whatsoever than as Set forth above, and agrees that the Superintendent of Seattle City Light shall be the sole judge of any conflict or violation of such use as above stated. 9. City of Seattle reserves for itself the right of access to and over said premises to construct, operate and maintain additional overhead and /or underground transmission and/or distribution lines, together with but not limited to, the necessary poles, guy wires, anchors, vaults, and cables on the property and to the extent permitted by easements or agreements applicable to the premises that benefit the City of Tukwila ("Facilities"). City of Seattle, after consultation with permittee, will use its best efforts to locate any Facilities and to work in good faith to accommodate and maximige permittee's use of the premises, provided City of Seattle's ability to expand needed Facilities is not unreasonably precluded in the City's sole discretion. If, during the term of this permit, City of Seattle's use of the premises unavoidably renders a portion thereof unusable by the permittee, this Permit shall thereupon be suspended as to such portion rendered unusable, and the Permit shall remain in full force and effect as to the remaining portion until such time as such unusable portion becomes usable, and the amount of the rental fee Seattle City Light Interurban Retail Center Permit FINAL Page 3 of 11 z 1 APR.28.2005 4:09PM SCL ESTATE SERVICES to become payable thereunder on or after the date said portion is rendered unusable shall be reduced during such period in the ratio that the unusable portion of the square foot area of the premises bears to the entire square foot area of said premises, If, during the term of this Permit, Q City of Seattle's use of the premises renders the premises substantially unusable for permittee's x z purposes, despite the best efforts of the City to avoid such consequences, the permittee shall ; a: 2 w have the right to terminate this Permit, at the sole discretion, of permittee and upon written notice 6 = to the City of Seattle. City of Seattle shall repair any damage done to permittee's improvements v 0 or to the premises caused by the City of Seattle's construction, operation and maintenance of its . co W Facilities on the premises and the City of Seattle shall return the premises to the same condition w i as existed prior to City of Seattle's construction and City of Seattle will use its best efforts to co w coordinate with permittee regarding the construction of any new structures or facilities on the w 0 premises, and to avoid to the maximum extent feasible disruption of permittee's operations and g 5 use of the premises. u_ u) a 10. Where this permit is issued for the use of roadways, then it shall not be deemed or held to be I w an exclusive permit, or prohibit the City Light Department from granting other permits of like or z other nature, or interfere with the City's use of said premises, or affect the City's jurisdiction over z 0 all or any part thereof; provided such other uses shall not interfere with permitees use of at w premises pursuant to this permit or disturb permittee's rights under this permit. 2 o U 11. This permit is only for permission to use the premises and shall not be construed to replace o 1 or to be used in lieu of any permits or licenses which may be required, granted or supervised by ur w any other agency or subdivision of government charged with licensing, policing and supervising I- the operations of the permittee hereunder. LL' z 12. The permittee agrees to maintain the premises occupied or used in an orderly, fit and H sanitary condition, and at the expiration of the term of this permit, or upon an earlier termination z ~ thereon shall restore the premises to as good condition or better than that which existed prior to issuance of this permit. 13. No building or structure shall be constructed or placed upon the premises, except those permitted by the agreement and in the proposed Site Plan. NO.855 P.5/12 14. No paving, grading, cut or Ell operation that materially differs from the Site Plan shall be conducted on the premises without the express written approval of the Superintendent of City Light, or his representative. 15, There will be no ponds, "'V" ditches or open water retention facilities on the premises. 16. The permittee agrees not to place any fill against existing transmission line poles or towers, Seattle City Light - Interurban Retail Center Permit FINAL Page 4 of 11 .0 2S:tia" 4.6tia ' obi APR.26.2005 4 :09PM SCE --REAL ESTATE SERVICES Seattle City Light - Interurban Retail Center Permit FINAL NO.855 P.6/12 The permittee shall provide the City a duplicate (photocopy or acceptable facsimile) of the insurance policy with its endorsements as evidence of coverage. The policy shall be subject to Page 5 of 11 17, The City reserves the right to require the pennittee to protect any poles or towers located on said premises in a manner approved by the Superintendent of City Light. Perirtittee further ' agrees not to allow vehicles within five (5) feet of any pole or within ten. (10) feet of any tower. a = z 1$, Plantings will be limited to and maintained at a height below twelve (12) feet, If the re W pennittee fails to maintain the plantings at a height below 12 feet, the City reserves the right to J v trim the plantings and charge the permittee for the cost of such work; and the City shall not be v o liable for any damage to the plantings as a result of such trimming, ! W 20. The type of construction, materials and equipment used, and manner of erection, ; LL constriction, manner of maintenance of utility facilities shall be in accordance with all w o applicable Federal, State and Iocal laws and regulations. u. 21. The placement of underground utility lanes within the right of way must be indicated above w a ground in a manner approved by the Superintendent of City Light, F- w z� 22. The permittee agrees to protect and save harmless the City of Seattle from all claims, actions z o or damages of every kind and description which may accrue from or be suffered by reason of w ui pennittee's use of the premises, or the performance of any work in connection with such use > (except any, claims, actions or damages resulting from the negligence or deliberate misconduct of o the City of Seattle), In case of any suit or action being brought against the City, or damages o'— arising out of or by reason of any of the above capes, the permittee shall, upon notice to = W permittee of commencement of such action, defend the same at no cost or expense to the City, '— v and will fully satisfy any judgment after the said suit shall have been finally determined, if u _ o adversely to the City of Seattle, t z z 23. The permittee shall obtain and maintain continuously for the term of this permit, at its own o '- expense, an occurrence form Commercial General Liability policy, insuring against personal injury, death, Loss or damage of any kind arising or resulting from the use of the premises by the permittee. Minimum limit of coverage shall be ONE MILLION DOLLARS ($1,000,000) each occurrence. Such insurance shall be endorsed to include the City of Seattle as additional insured, and shall not be reduced or canceled without forty -five (45) days prior written notice to the City. Such insurance shall include a provision (whether by endorsement or otherwise) indicating that, except with respect to the limits of insurance and any rights or duties specifically assigned to the first named insured, such insurance shall apply (a) as if each party insured thereunder (whether as named insured oradditional insured) were the only party insured by such policy, and (b) separately to each party that is insured thereunder and against whom a claim is made or suit is brought. APR.26.2005 4 :10PM SCI... -SEAL ESTATE SERVICES NO.855 P.7/12 the approval of the City as to carrier, form, coverage and limits. The City will reject any policy written by a carrier not admitted and licensed to conduct business in the State of Washington unless the policy has been filed in compliance with RCW 48.15 (Unauthorized Insurers). Failure to maintain required insurance shall be considered a material breach of contract, subject to the remedies laid out in Paragraph below. z w Q J o0 co w= t-- � w w o 2 • j cn I- Z zI- w o 27. Permittee covenants and agrees that neither it nor its contractors, tenants or agents, will o �. store, dump, bury or transfer any hazardous substances, flammable materials, inoperable • o ♦.- vehicles, chemicals, oils, fuels, or containers for said substances, chemicals, oils, fuels, etc., on = w the premises; and permittee further agrees to observe all Federal, State and local environmental � - laws and regulations. "—" z o w m 28. Should the permittee violate, breach or fail to keep or perform any covenant, agreement, z term or condition of this Permit and the permittee fails to cure the violation or breach or to z 1— perform a covenant , agreement or condition of the Permit,within thirty (30) days following written notice from the City of Seattle, permittee shall forfeit any and all rights herein permitted, and the City shall have the right to cancel and terminate said permit and all of the permittee's rights hereunder without liability for loss or damage that the permittee may thereby sustain; and upon termination of this permit, the permittee will vacate said premises and remove its personal property therefrom. 29. The permittee shall remove all its personal property from said premises on or before the termination date of this permit. If pennittee shall fail to remove such personal property on or before the termination date of this permit, the same shall, at the City's option, become a part of the realty and the property of the City of Seattle; or the City may, at its election, remove the same without liability to the permittee for loss, injury or damage thereto, and the cost of such removal and restoration of said premises to their former condition shall be paid by the permittee to the City of Seattle upon demand. 24, The Superintendent of City Light, or his representatives, shall have the right at all reasonable times to inspect said premises for the purpose of observing the conditions thereof, and the manner of compliance by the pennittee with the terms and conditions of this permit. 25. The Superintendent of City Light shall have the right at all times and following reasonable notice to permittee to suspend any or all operations on the premises which he reasonably deems to be detrimental to the best interest of City of Seattle facilities, except that during construction phase reasonable notice shall be understood to be 24hrs depending on the severity of the activity, 26. The permittee agrees that use of the premises must be consistent with applicable zoning laws and regulations; where the proposed use is not consistent with said laws, said use is conditioned upon the permittee's obtaining conditional zoning. Beattie City Light - Interurban Retail Censor Permit F1NAL Page 6 of 11 APR.26.2005 4 :10PM Sr —REAL ESTATE SERVICES Seattle City Light - Interurban Retail Center Permit FINAL NO.855 P.8/12 30. Encumbrances, 30.1 Right to Assign Permit for Purposes of Seeyrity. On one or more occasions, without City of Seattle's prior consent, Permittee shall have the right to assign its interest but not its duties hi this Permit to one or more lending institutions ("Permittee's Lender ") as security for a loan to provide the construction, original permanent financing, or refinancing of the improvements to be constructed on the Premises, or on adjacent property owned by Permittee. If required by Penmittee'S Lender, City of Seattle s agrees to consent to the assignment of Permittee's interest in this Permit to Permittee's Lender and to execute all documents reasonably required by the Lender to evidence said consent within thirty (30) days of City of Seattle's receipt of such documents, 30.2 Notice of Default. If Permittee shall, on one or more occasions, assign its interest in this Permit to a Lender, and lithe Permittee's Lender shall provide City of Seattle with notice of such assignment and the name and address of the Lender, City of Seattle agrees that, following receipt of such notice by Lender, City of Seattle shall give to Permittee's Lender a copy of each notice of default by Permittee at the Same time and whenever such notice of default shall thereafter be given by City of Seattle, addressed to Permittee's Lender at the address last • furnished to City of Seattle. Permittee's Lender shall then have a period of fifteen (15) days more, after receipt of the notice, to remedy the default or cause it to be remedied than is given Permittee after receipt of such notice by it. City of Seattle will accept performance by Permittee's Lender for any covenant, condition, or agreement to be performed under this Permit by Permittee with the sarne force and effect as though performed by Permtittee. From and after receiving permittee's Lender's notice, City of Seattle and Permittee will not cancel, surrender, modify or amend this Permit in any respect without the prior notification in writing of the Permittee's Lender. 30.3 City of Seattle's Cooperation with Lender. City of Seattle agrees to cooperate with the reasonable requirements of Permittee's Lender, and to sign any additional documents, including an amendment to this Permit, which are reasonably required to effectuate the loan, provided that doing so does not have an adverse effect on City of Seattle's interests and/or rights as set forth in this Permit and in no event shall City of Seattle extend credit. 31. Assignment or Subletting, Other than that which is described in Paragraph 30, Permittee agrees that it will not assign this Permit or any part thereof Without the prior written consent of City of Seattle, which approval shall not unreasonably withhold; provided, however, that Pernuttee may sell or transfer its land for which this use is intended and remaining term of the Permit may be transferred with the sale. Page 7 of 11 w o QQ ; 2 J O 0 W • u. w 0 2 �Q = • a w z = ZO w • w O • - o � w w -O z U = 0 ~ z APR : 26.2005 4 :10PM SCI -.EAL ESTATE SERVICES GRANTED this . #1_6 APPROVED BY: SEATTLE CITY LIG Charlie Hampto , Mana Real Estate Services ACCEPTED BY: INTERURBAN RETAIL CENTER, LIMITED PARTNERSHIP, a Washington limited partnership By: Interurban Retail, LLC, a Washington limited liability company, General Partner STATE OF WASHINGTON COUNTY OF SNOHOMISH day of 4ft, I , 2005. On this 5 day of j r;\ 2005, before me personally appeared John Graham, to me known as the Manager of Interurban Retail, LLC the managing general partner of Interurban Retail Center, Limited Partnership, described in and who executed the within and foregoing instrument, and acknowledged that he signed the same as his free and voluntary act and deed, for the uses and purposes therein mentioned and on oath stated that be was authorized to sign for the company. IN WITNESS WHEREOF, I have hereunder set my hand and affixed my official seal the day and year above written, Seattle City Light - [nterurpan Retail Center Permit FINAL Notary Public in and for the State of Washington Residing at ,_ r n dD d My Commission expires: I1) ,,�.. NO.855 P.9/12 Page 8 of 11 z '~ w o J U U • ° W = J F. w o 2 L = • a F w z = I- o .z I- LU al U o -• O H w • w. -o ..z w U= 0 z 05/09/2005 15:20 707447V JILL BLECHSCHMIP -, PAGE 02 CONSENTED BY: AMB INSTITUTIONAL ALLIANCE FUND I, L.P., a Delaware limited partnership By: AMB Property, L.P., a Delaware limited partnership, its general partner By: AMB Property Corporation, a Maryland corporation, its general partner By: �CP�4 Blechschmidt, Vice President Seattle City Light - Interurban Retail Center Permit FINAL Page 9 of 11 .'t APIR.26.2005 4:11PM SCL .4EAL ESTATE SERVICES CONSENTED BY; DEM, LIZ., a Washington limited liability company ay 1+V Michael D. McDevitt, Manager Seattle City Light - Interurban Retail Center Permit FINAL NO.855 Page 10 of 11 P.11/12 • CONSBNTZ BY: JACK IN THE BOX INC., a Delaware corporation By: Assistant Secretary APR.26.2U35 4:11PM SCL REAL ESTATE SERVICES NO.EISS P.12/12 Seattle City Light - Inteiurbast Retail Cedar Permit FINAL . Page 11 of 11 8fNAb' Nd8Idfl>`I81NI 111 fA z 0 m 0 0 0 m co Ol 0 � r JA1 9NW9Sd1V7 M W - - 1 `�- nniil _�s5n .0 b I7U d . o- . 69 +,7 1...4va .o-�r(a1 .o-z1. 'TACOS QIV 713714. 1 9279 SNI1SEG M'O aNI NOISSIWSN`v'W.. �It=1 LQ3 35 01 77219,1 xw r. 3o1A911.1 prom LA 251 spun w 39v119517041∎24 away 9 POU'ZIL - Ndld 311S .o-.oz = .1 GTVVs SIS34 1 13n1 d 1•004 wa w: ma 91 NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR1HAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. February 9, 2005 Cory Shelest 1133 164 Street SW, Suite 107 Lynnwood, WA 98037 RE: CORRECTION LETTER #1 Development Permit Application Number D04 -412 Interurban Retail —13038 Interurban Avenue South Dear Cory: This letter is to inform you of corrections that must be addressed before your development permit(s) can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Building, Planning and Public Works Departments. At this time, the Fire. Department has no comments. Building Department: Planning Department: Public Works Department: If you have any questions, please contact me at (206) 433 -7165. Sincerely, r,e4/.- 1 t-CGv Stefania Spencer Permit Technician encl xc: File No. D04 -412 city of Tukwila Department of Community Development Steve Lancaster, Director Ken Nelsen, at (206) 431 -3677, if you have questions regarding the attached memo. Brandon Miles, at (206) 431 -3684, if you have questions regarding the attached memo. Joanna Spencer, at (206) 431 -2440, if you have questions regarding the attached memo. Steven M. Mullet, Mayor Please address the attached comments in an itemized format with applicable revised plans, specifications, and /or other documentation. The City requires that four (4) complete sets of revised plans, specifications and /or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted throu.Eh the mail or by a messenger service. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 r =mdE _ ` .: z _ 1 w • 2 JU O 0 N 0 w = J I • w w 0 g Q = • d I— w Z � F— 0 Z h— 11.1 uj U 0 O N • 1— wW O ..z w U = O H z • PUBLIC WORKS DEPARTMENT COMMENTS DATE: February 3, 2005 PROJECT: Interurban Retail PERMIT NO: D04 - 412 PLAN REVIEWER: Contact Joanna Spencer at (206) 431 -2440 if you have any questions regarding the following comments. Sheet T1.0 1) Show project location on the vicinity map. 2) Legal description refers to parcels A, B, C, and D. Please show these parcels on the key plan or submit a separate map showing these parcels. 3) Submit recorded copies of all the easements and agreements mentioned in the legal description. Sheet 2 of 7 Submit a letter from the property owner to the south allowing to construct a construction entrance, conduct site clearing, remove existing power vault, and remove light and power poles. Sheet 4 of 7 Submit access easement documents for two accesses on the east side and one access on the left and permission to utilize Seattle Power and Light right -of -way as part of the proposed parking. Sheet 5 of 7 1) Revise the utility plan per attached mark -up. 2) Submit an authorization letter for King County Metro allowing connection into King County Metro sewer line. Contact Erick Davidson at (206)684 -1292. 3) Submit grease interceptor sizing and buoyancy calculations, and show grease interceptor details on plan. Please note that grease interceptors 1,000 gallons or larger require a geotechnical report. See City of Tukwila Bulletin B4 for geotechnical report guidelines. (P:Laurie Admin /Joanna /Comments D04 -412) z Z —J C.) 00 0 wi Qu_ w 2 g Q u)d = 1— W 1— 0 zI-- w w U� O D o w LL O w w U — H -- O 1 z - .Nx. < {.i.n'.�W:+t�di�:hi'n1 v� '.I: ;:.�Y�w�:�tw:... {•f:liit,�,iu SL.AN. Tukwila Building Division Ken Nelsen, Sr. Plan Examiner z Building Division Review Memo f w 2 o W V O 0 co w w _ U LL w o gQ co d = z � 1. The proposed tenant spaces at each end of the building are shown on plan sheet w o A -2 as restaurants and retail on the "reflective ceiling" sheet A -5. The plans 2 0 should be consistent. 0 N o 2. Regardless that separate permits may later be made for the occupancy of each = w new tenant space, egress illumination must be provided for the spaces requiring two means of egress. Therefore, should the current "reflective ceilings" be installed as a completed tenant ceilings, emergency egress lighting must be a, addressed on the reflective ceiling plan per I.B.C. Section 1006. o I z Date: Dec. 27, 2004 Project Name: Interuban retail permit application Application #: D04 -412 Plan Review: Ken Nelsen, Senior Plans Examiner An initial Building Division architectural plan review has been conducted on the subject permit application. Please address the following comments in an itemized format with revised plans, specifications and /or other applicable documentation. 3. Revise the door and window schedules to show the minimum "U" values referenced in the submitted energy code forms. 4. The building shell noted on the compliance form as a prescriptive conditioned space under W.S.E.0 Section 1320 through 1323. However, slab insulation is not shown on the plan details. In addition, the accompanying Envelope UA Calculation does not account for the slab perimeter of the building as required. Provide clarification and /or corrections as applicable. 5. The Commissioning of H.V.A.C. equipment has become an integral part of a building occupancy per the Washington State Energy Code. As a result, a general note must be referenced on the plans regarding the System Commissioning requirements of W.S.E.C. Section 1415.4, specifically as required for the Certificate of Occupancy. No further comments at this time. • Page 1 ... �..... J. ary.. i' �iliJ4Y� ^ Ia.tN.:•.Cia.::::iiiYilDlii� 1i� YL' DATE: CONTACT: RE: ADDRESS: city of Tukwila Department of Community Development February 7, 2005 Cory Shelest D04 -412 13038 Interurban Ave S PLANNING DIVISION COMMENTS Please review the following comments listed below and submit your revisions accordingly. If you have any questions on the requested revisions, Brandon Miles is the planner assigned to the file and can be reached at (206) 431 -3684. 1. Since the applicant is utilizing City Light right of way for parking, landscaping, and ingress /egress the applicable permits from City Light allowing the applicant the right to use the property must be submitted to the City prior to issuance of any building or public works permits for site improvements. Steven M. Mullet, Mayor Steve Lancaster, Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 z • z . re J U U O ' N 0 W =. w O LL Q. co = W z F ZO w U O - O H w • w 9.O w z U � O z Reid iddleton February 9, 2005 File No. 262004.005/01102 Mr. Bob Benedicto, Building Official City of Tukwila 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 Subject: Building Permit Plan Review — Final Submittal Interurban Retail (D04 -412) Dear Mr. Burnell: We reviewed the proposed project for compliance with the structural provisions of the 2003 International Building Code (IBC) as amended and adopted by the state of Washington and the city of Tukwila. The permit applicant responded successfully to our comments. Individual revised sheets were submitted in response to our initial plan review and inserted into the original drawing set. The other sets of drawings should be reconciled in preparation for permit issuance. These revised sheets are: S -1, S -2, and S -3. A new sheet not included in the drawings that we reviewed initially was also submitted with the revised drawings. This new sheet is: S -4. Portions of the structural design are deferred by the structural engineer for submittal to the city of Tukwila after issuance of the initial building permit, per IBC Section 106.3.4.2. The following deferred submittal is identified: 1. Design drawings for metal- plate- connected wood trusses. Structural special inspection by qualified special inspectors should be provided, per IBC Sections 1704 and 1707. The following is a summary of the structural special inspections: 1. Concrete construction: Continuous, see also Section 1704.4. 2. Reinforcement at concrete construction: Periodic, see also Section 1704.4. 3. Anchor bolts /rods at hold -downs of cold - formed steel - framed lateral- force - resisting system: Continuous, see also Section 1704.4. 4. Fabrication and erection of structural steel: Periodic, see also Section 1704.3. Washington Oregon Alaska Engineers Planners Surveyors Reid Middleton, Inc. 728134th Street SW Suite 200 Everett, WA 98204 Ph: 425 741 -3800 Fax: 425 741 -3900 Mr. Bob Benedicto, Building Official City of Tukwila February 9, 2005 File No. 262004.005/01102 Page 2 5. Structural welding of structural steel for single -pass fillet welds < 5/16 -inch and floor /roof deck welds: Periodic, see also Section 1704.3. 6. Structural welding of structural steel, other than single -pass fillet welds < 5/16 -inch and floor /roof deck welds: Continuous, see also Section 1704.3. 7. Cold - formed steel- framed lateral - force - resisting system: Periodic, see also Section 1707.4. Enclosed are one complete set of the revised structural drawings (bound with the originally submitted architectural drawings) and an additional set of the revised structural sheets. Also enclosed are the structural calculations, and correspondence from the structural engineer for your records. If you have any questions or need additional clarification, please contact us. Sincerely, Reid Middleton, Inc. Phi p Brazil, P.E., S. Senior Engineer Enclosures cc: Cory Shelest, Gramor Development Robb Dibble, Dibble Engineers tij\26 \planrevw \tukwi la \04 \t011 r2. doc \prb Reid iddleton P 01/11/2005 14:43 FAX 425 497 1921 DIBBLE - ENGINEERS LJ 001 /001 DATE: TO: CC: COMMENTS: Structural 2S Central Way, Suite 400 Kirkland, WA 98033 DIBBLE ENGINEERS, INC. Professional Structural Engineering Services January 11, 2005 Philip Brazil, Reid Middleton Cory Shelest, Gramor Development Bob Benedicto, City of Tukwila Robb Dibble, P.E., File FROM: Kurt Zimmers PROJECT: Tukwila Retail Center (interurban Retail (D04 -412)) NO. OF PAGES (Including Cover): 1 Please contact us with any questions or clarifications. Page 1 of 1 JOB #: 04 -145 FAX #: (425) 741 -3900 (425) 742 -5553 (206) 431 -3665 RECEIVED FEB 10 2005 COMMUNITY DEVELOplaby Memo In coordination with the City of Tukwila permit plan review process, Dibble Engineers has reviewed the items as noted below specifically noted for structural response per the letter titled `Building Permit Plan Review — First Submittal, Interurban Retail (D04 -412)' by Reid Middleton, Inc., dated January 5, 2005. 1. Special inspections should be provided as noted in the letter and the structural general notes, Sheet S -1. 2. A note has been added to the section of the structural notes on preservative treatment, Sheet S 1, stating that fasteners installed in preservative treated wood shall be hot - dipped zinc - coated galvanized per IBC Section 2304.9.5. 3. Reference A446 has been changed to A653 and reference A570 has been changed to A1011 in section cold - formed steel framing in the structural general notes, Sheet S -1. P. 425.8833900 F. 425- 497 -1921 b DIBBLE ENGINEERS INC. 1( Professional Structural Engineering Services • DATE: February 2, 2005 JOB #: 04 -145 TO: Philip Brazil, Reid Middleton FAX #: (425) 741 -3900 , CC: Cory Shelest, Gramor Development (425) 742 -5553 Brenda Holt, City of Tukwila (206) 431 -3665 Robb Dibble, P.E., File FROM: Kurt Zimmers PROJECT: Tukwila Retail Center (Interurban Retail (D04 -412)) COMMENTS: RECEIv FE B 10 20051 COM S trOEa ''- Memo In coordination with the City of Tukwila permit plan review process, Dibble Engineers has included several revisions for consideration. The following changes have been made to the calculations and plans: CALCULATIONS 1. Revised joist and beam layout, sheet `Beam Plan' 2. Revised calculations for B2 and B3, sheet G1 3. Added calculations for joist types J3 and J4 4. Added top flange hanger for new joists on manufacturer sheet 5. Revised footing calculations at gridlines B -4 for new loads, sheet G6 6. Added manufacturer sheet for LEGS top flange hanger PLANS Sheet S -1 7. Updated ASTM report numbers under item `Cold - Formed Steel Framing / Materials / Studs and Track' per plan review comments 8. Added fastener coating requirements for pressure- treated wood applications under item `Preservative Treatment' per plan review comments Sheet S -2 Foundation Plan 9. Removed footing at gridlines 3 -B 10. Added awning column @ gridlines 7 -C 11. Updated footing quantities 12. Updated interior columns quantities 13. Updated awning columns quantities SOOZ Roof Plan 14. Removed beams at gridlines 3 -A to 3 -C 15. Removed column at gridline 3 -B 16. Updated joists in area bounded by gridlines 4 -A to 1 -C 25 Central Way, Suite 400 Kirkland, WA 98033 Page 1 of 2 P. 425.883.1900 F. 425- 497 -1921 z i• w a: J O 0 W W J 1 � U- w 0 2 • a I- 11 Z = 1- 0 z I- w • w U � o P- O H 1 • 0 U. 3 ..z = O ~ z .•c 4,ii+c 4 '' ' `"+,3r:::;u ti.' icY•t �1+- nki'b6V.'��r'.' 'tC:tiict ^.t.2V'�++ ` *r* 17. Added joist hanger callout in area bounded by gridlines 4 -A to 1 -C 18. Extend mechanical unit special load area west from gridline A.6 to A 19. Decrease mechanical unit special load area max load 20. Increased beam size at gridlines 4 -A to 4 -C 21. Increased the number of studs at beam support at gridlines 4 -A 22. Added studs at beam support at gridlines 4 -C 23. Added detail callout at gridlines 4 -A 24. Added beam hanger at gridlines 4 -B for beam along gridline B 25. Added detail callout at gridlines 5 -A 26. Removed note `this area only' from joist callout at area bounded by 4 -B and 8 -B 27. Added dimension to strap at gridlines 7 -B 28. Updated interior column quantity 29. Added detail callout at gridlines 7 -B 30. Updated note attached to strap at gridlines 7 -B 31. Extended awning south along gridline C 32. Added awning column near gridline 7 -C 33. Updated note attached to joist hanger at gridlines 5 -E.6 34. Updated awning column quantity 35. Updated awning beam quantity 36. Added beam hanger at gridlines 3 -H for beam along gridline H 37. Added detail callout at gridlines 3 -J 38. Added detail callout at gridlines 5 -H 39. Added dimension to strap at gridlines 5 -H 40. Updated note attached to strap at gridlines 5 -H Sheet S -3 41. Moved detail 10 to sheet S -4 Sheet S -4 42. Added sheet S -4 43. Added detail 3 44. Added detail 4 45. Added detail 8 46. Added detail 10 47. Updated detail 10 48. Added detail 11 49. Added detail 12 Please contact us with any questions or clarifications. 25 Central Way, Suite 400 Kirkland, WA 98033 Page 2 of 2 } SOo P. 425.883.1900 F. 425 -497 -1921 Reid iddleton January 5, 2005 File No. 262004.005/01101 Mr. Bob Benedicto, Building Official City of Tukwila 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 Subject: Building Permit Plan Review — First Submittal Interurban Retail (D04 -412) Dear Mr. Benedicto: General Geotechnical 1. No comments. Architectural • Structural Gra) 1466 t _ 7 - 2.00b C 474 We reviewed the proposed project for compliance with the structural provisions of the 2003 International Building Code (IBC) as amended and adopted by the state of Washington and the city of Tukwila. The permit applicant should address the comments below. Note that the "WSxx" code references are to Washington State Amendments of the applicable code. 1. Responses to the review comments below should be made in an itemized letter form. We recommend the . permit applicant have the architect and structural engineer respond and resubmit two sets of the revised drawings and one copy of the supplemental calculations. All information should be submitted directly to Reid Middleton, Inc. 1. Portions of the structural design have been deferred by the structural engineer for submittal to the city of Tukwila after issuance of the initial building permit, per IBC Section 106.3.4.2. The following deferred submittal is identified: a. Design drawings for metal - plate - connected wood trusses. 2. The vent blocking between the trusses at Detail 4/A8.0 should be shifted toward the interior so that it agrees with the location at Detail 7/S -3. The current location could compromise the ability of the roof diaphragm to transfer lateral forces to the exterior shear walls. 1. Structural special inspection by qualified special inspectors should. be provided, per IBC Sections 1704 and 1707. The following is'a summary . of the structural special inspections: Washington Oregon Alaska Engineers Planners Surveyors Reid Middleton, Inc. 728 134th Street SW Suite 200 Everett, WA 98204 Ph: 425 741 -3800 Fax: 425 741 -3900 z re w JU O 0 • ra wi w 2 g Q = • a • w z = 1-- O Z �- w U O— a I-- w w 1 — u' O ui z U= O~ z Mr. Bob Benedicto, Building Official City of Tukwila January 5, 2005 File No. 262004.005/01101 Page 2 a. Concrete construction: Continuous, see also Section 1704.4. b. Reinforcement at concrete construction: Periodic, see also Section 1704.4. c. Fabrication and erection of structural steel: Periodic, see also Section 1704.3. d. Structural welding of structural steel for single -pass fillet welds < 5/16 - inch and floor /roof deck welds: Periodic, see also Section 1704.3. e. Structural welding of structural steel, other than single -pass fillet welds < 5/16 -inch and floor /roof deck welds: Continuous, see also Section 1704.3. f. Cold - formed, steel- framed lateral- force - resisting system: Periodic, see also Section 1707.4. g. Anchor bolts /rods at hold -downs of cold - formed, steel - framed lateral - force- resisting system: Continuous, see also Section 1704.4. 2. A note should be added to the section of the structural notes on preservative treatment, Sheet S -1, stating that fasteners installed in preservative- treated wood shall be hot - dipped zinc - coated galvanized, per IBC Section 2304.9. 3. References to several ASTM standards in the section of the structural notes on cold - formed steel framing, Sheet S -1, should be revised as noted below. Typically, they have been replaced by more current standards. See www.astm.org for further information. a. A 446 in the note for studs and track was replaced by A 653 in 1994. b. A 570 in the note for studs and track was replaced by A 1011 in 2000. Corrections and comments made during the review process do not relieve the permit applicant or the designers from compliance with code requirements, conditions of approval, and permit requirements; nor are the designers relieved of responsibility for a complete design in accordance with the laws of the state of Washington. This review is for general compliance with the International Building Code as it relates to the project. If you have any questions or need additional clarification, please contact us. Sincerely, Reid Middleton, Inc. Philif: razil, P.E., S.E. Seni .r Engineer cc: Cory Shelest, Gramor Development Robb Dibble, Dibble Engineers vlt\26 \planrevw \tukwila \04 \tOl 1 r l .doc \prb Reid iddleton 1 2/2/05 Structural Plan Set, Sheets S -1, S -2, S -4 and S -4, Plan Review Comments and Revisions, Wet Signed 1 2/1/05 Structural Calculations, Revised for Revisions, Wet Signed 1 2/2/05 Structural Memo, List of Revisions DATE: ATTENTION: COMPANY: ADDRESS: FROM: PROJECT: VIA: ENCLOSURES: ❑ Shop Drawings ❑ Copy of Letter ❑ Contract ❑ Other Copies REMARKS: Date 25 Central Way, Suite 400 Kirkland, WA 98033 DIBBLE ENGINEERS, INC. Transmittal Professional Structural Engineering Services February 3, 2005 Brenda Holt, Permit Coordinator City of Tukwila Public Works Development 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 Kurt Zimmers Tukwila Retail Center (Interurban) Fax ® Attached ❑ Computer Disk ❑ Change Order ❑ Calculations Description Courier ❑ JOB #: 04 -145 PHONE #: (206) 433 -0179 # PAGES incl. cover: As Noted Below ❑Mail Maher ❑ Under Separate Cover Prints Originals Confirmation ❑ Preliminary ❑ Field Report ❑ Specifications TRANSMITTED: as checked below ❑ For Approval ❑ Reviewed As Submitted For Your Use ❑ Reviewed As Noted ® As Requested ❑ Returned For Corrections ❑ For Review & Comment: ❑ For Bids Due: Please contact us with any questions or clarifications ❑ Resubmit Copies For Review ❑ Submit Copies For Distribution ❑ Return Corrected Prints ❑ Prints Returned After Loan to Us COPY TO: Robb Dibble; File SIGNED: Kurt Zimmers If enclosures are not as noted, kindly notify us at once. Page 1 of 1 P. 425.883.1900 F. 425- 497 -1921 DATE: TO: CC: DIBBLE ENGINEERS, INC. Professional Structural Engineering Services February 2, 2005 Philip Brazil, Reid Middleton Cory Shelest, Gramor Development Brenda Holt, City of Tukwila Robb Dibble, P.E., File Kurt Zimmers FROM: PROJECT: Tukwila Retail Center (Interurban Retail (D04 -412)) COMMENTS: JOB #: 04 -145 FAX #: (425) 741 -3900 (425) 742 -5553 (206) 431 -3665 In coordination with the City of Tukwila permit plan review process, Dibble Engineers has included several revisions for consideration. The following changes have been made to the calculations and plans: CALCULATIONS 1. Revised joist and beam layout, sheet `Beam Plan' 2. Revised calculations for B2 and B3, sheet G1 3. Added calculations for joist types J3 and J4 4. Added top flange hanger for new joists on manufacturer sheet 5. Revised footing calculations at gridlines B -4 for new loads, sheet G6 6. Added manufacturer sheet for LEGS top flange hanger Structural Memo PLANS Sheet S -1 7. Updated ASTM report numbers under item `Cold - Formed Steel Framing / Materials / Studs and Track' per plan review comments 8. Added fastener coating requirements for pressure- treated wood applications under item `Preservative Treatment' per plan review comments Sheet S - 2 Foundation Plan 9. Removed footing at gridlines 3 -B 10. Added awning column @ gridlines 7 -C 11. Updated footing quantities 12. Updated interior columns quantities 13. Updated awning columns quantities Roof Plan 14. Removed beams at gridlines 3 -A to 3 -C 15. Removed column at gridline 3 -B 16. Updated joists in area bounded by gridlines 4 -A to 1 -C 25 Central Way, Suite 400 Kirkland, WA 98033 Page 1 of 2 P. 425.883.1900 F. 425 - 497 -1921 z = z re w 6 00 • o w w 0 2 Lo. w F- _ z � I- 0 Z I-- ILI I D U� O - o I- ww O w z = F. z 17. Added joist hanger callout in area bounded by gridlines 4 -A to 1 -C 18. Extend mechanical unit special load area west from gridline A.6 to A 19. Decrease mechanical unit special load area max load 20. Increased beam size at gridlines 4 -A to 4 -C 21. Increased the number of studs at beam support at gridlines 4 -A 22. Added studs at beam support at gridlines 4 -C 23. Added detail callout at gridlines 4 -A 24. Added beam hanger at gridlines 4 -B for beam along gridline B 25. Added detail callout at gridlines 5 -A 26. Removed note `this area only' from joist callout at area bounded by 4 -B and 8 -B 27. Added dimension to strap at gridlines 7 -B 28. Updated interior column quantity 29. Added detail callout at gridlines 7 -B 30. Updated note attached to strap at gridlines 7 -B 31. Extended awning south along gridline C 32. Added awning column near gridline 7 -C 33. Updated note attached to joist hanger at gridlines 5 -E.6 34. Updated awning column quantity 35. Updated awning beam quantity 36. Added beam hanger at gridlines 3 -H for beam along gridline H 37. Added detail callout at gridlines 3 -J 38. Added detail callout at gridlines 5 -H 39. Added dimension to strap at gridlines 5 -H 40. Updated note attached to strap at gridlines 5 -H Sheet 5 - 3 41. Moved detail 10 to sheet S - 4 Sheet S - 4 42. Added sheet S -4 43. Added detail 3 44. Added detail 4 45. Added detail 8 46. Added detail 10 47. Updated detail 10 48. Added detail 11 49. Added detail 12 Please contact us with any questions or clarifications. 25 Central Way, Suite 400 Kirkland, WA 98033 Page 2 of 2 P. 425.883.1900 F. 425- 497 -1921 Z J U U CO 0 w= w g Q = W z F-- t- 0 z �- LU U O N CI F- w w Ui 0 t- z December 21, 2004 Dave Swanson, P.E. Reid Middleton 728 - 134th Street SW, Suite 200 Everett, WA 98204 Department of Community Development Steve Lancaster, Director RE: Structural Review Interurban Retail - D04 -412 13038 Interurban Avenue S, Tukwila Dear Mr. Swanson: Please review the enclosed plans and documents for structural compliance with the 2003 International Building Code. If you should have any questions, please feel free to contact me at (206)431 -3672. Brenda Holt, Permit Coordinator encl l� xc: Permit File No. D04 -412 Steven M. Mullet, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 November 23, 2004 Cory Shelest 1133 164 Street SW, Suite 107 Lynnwood, WA 98037 Dear Cory: Sincerely, Stefania Spencer Permit Technician Enclosures File: Permit File No. D04 -412 City of Tukwila Department of Community Development Steve Lancaster, Director RE: Letter of Incomplete Application # 1 Development Permit Application D04 -412 Interurban Retail — 13038 Interurban Avenue South This letter is to inform you that your application received at the City of Tukwila Permit Center on November 16, 2004, is determined to be incomplete. Before your application can continue the plan review process the following items need to be addressed: Building Department: Ken Nelsen, at 206 431 -3677, if you have questions concerning the following: 1. Please provide a complete geotechnical report for this site. 2. Complete the Washington State Energy code forms for the building envelope and lighting, including exterior lighting. Steven M. Mullet, Mayor Please address the above comments in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that four (4) complete sets of revised plans, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at the Permit Center at (206) 433 -7165. egiteeL)._A‘tae---x..e, 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206- 431 -3670 • Fax: 206 - 431 -3665 ivi+n`a4W[i ;Ki+i. s:.ii >�Wi• AVAI4 � +fitft' DEPARTMENTS: Building Division ❑ Public Wjks Comments: Documents/routing slip.doc 2-28-02 `PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D04 -412 DATE: 11 -10 -05 PROJECT NAME: INTERURBAN RETAIL SITE ADDRESS: 13039 INTERURBAN AV Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # X Revision # 14 After Permit Issued Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete TUES/THURS ROUT NG: Please Route Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions Notation: REVIEWER'S INITIALS: DATE: DATE: PI nning �ivision Permit Coordinator DUE DATE: 11-15-05 Not Applicable ri Permit Center Use Only INCOMPLETE LETTER MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: LETTER OF COMPLETENESS MAILED: No further Review Required Not Approved (attach comments) DUE DATE: 12-13-05 Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ACTIVITY NUMBER: D04 -412 DATE: 10 -11 -05 PROJECT NAME: INTERURBAN RETAIL SITE ADDRESS: 13038 INTERURBAN AV S Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # X Revision # 3 After Permit Issued DEPARTMENTS: Building ivision Public Woks r ), )ERMIT COORD COPY PLAN REVIEW /ROUTING SLIP M5i n1a,10 Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: Documents/routing slip.doc 2.28 -02 Incomplete n TUES/THURS ROUTING: Please Route Structural Review Required REVIEWER'S INITIALS: C n DATE: DATE: �c( (o -Z Panning Division j Permit Coordinator n DUE DATE: 10-13-05 Not Applicable ❑ Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: No further Review Required C APPROVALS OR CORRECTIONS: DUE DATE: -10-05 Approved Ti Approved with Conditions Not Approved (attach comments) Notation: REVIEWER'S INITIALS: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire 0 Ping ❑ PW ❑ Staff Initials: z w � QQ 2 J O 0 u) 0 � _ I-- w 0 2 gQ I O I- al Z = w� • w 0 O N CI w u. O .. z U = 0 z ACTIVITY NUMBER: D04 -412 PROJECT NAME: INTERURBAN RETAIL SITE ADDRESS: 13038 INTERURBAN AV S Original Plan Submittal DATE: 09 -15 -05 Response to Incomplete Letter # Response to Correction Letter # X Revision # 2 After Permit Issued D PARTMENTS: ui ing ivision Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete 1 Incomplete Comments: TUES/THURS ROU ING: Please Route M Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions Notation: REVIEWER'S INITIALS: Documents/routing slip.doc 2.28 -02 PI- MIT COORD COPY PLAN REVIEW /ROUTING SLIP Fire Prevention Structural n Planning Division Permit Coordinator n DUE DATE: 09-20-05 Not Applicable n Permit Center Use Only INCOMPLETE LETTER MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: LETTER OF COMPLETENESS MAILED: No further Review Required DATE: DATE: C DUE DATE: 10 -18-05 Not Approved (attach comments) n Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Sev` .: Y uv +stixh a [ L4'44444.4.1. n t»fi v frw i mew... _, x...,. DEPA TMEN S: elk% Buildi 'DiJision Fire Prevention Public Wo Structural Complete 17 Incomplete ❑ Documents /routing sllp.doc 2-26.02 PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D04 -412 DATE: 03 -07 -05 PROJECT NAME: INTERURBAN RETAIL SITE ADDRESS: 13038 INTERURBAN AVENUE SOUTH Original Plan Submittal Response to Incomplete Letter # X Response to Correction Letter # 1 Revision # after /before permit is issued REVIEWER'S INITIALS: PERMIT' COORP N PV c 44-Ge ❑ vfalining !! vision Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 03 -08 -05 Not Applicable ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PV1(❑ Staff Initials: TUES /THURS ROOTING: Please Route Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 04 -05 -05 Approved ❑ Approved with Conditions Not Approved (attach comments) ❑ Notation: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: . • rS.ri..4a:.a,.:c.`.,3w c.... t k�gtw e w Fi.1■i?1:W U anfi: a;u.a•.4« +i�,'�W'•1'A w:c4rA:..sitl s.: Complete ACTIVITY NUMBER: D04 -412. PROJECT NAME: INTERURBAN RETAIL DATE: 12 -15 -04 SITE ADDRESS: 13038 INTERURBAN AVENUE SOUTH Original Plan Submittal X Response to Incomplete Letter # Response to Correction Letter # Revision # afterrbefore permit is issued DEPARTMENTS: pv ' (2 z7-oc( Buildi Documents /routing slip.doc 2 -2802 PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP Public Works )9S 120.144.40 Fire Prevention ❑ Str t ral /0,6 414 DETERMINA N OF COMPLETENESS: (Tues., Thurs.) 5 7:1 Incomplete REVIEWER'S INITIALS: PERM COORD COPY BM of d 1 " Planning Division Permit Coordinator DUE DATE: 12 -16 -04 DUE DATE: 01 -13 -05 U Not Applicable ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS R TING: Please Route 110 Structural Review Required [ No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) Notation: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg Fire ❑ Ping PW Staff Initials: �i> z • z • w J U O 0 W H w w? W d = W z F- WF- • w U O — O I- w u. O z W U = O~ z .>!: tg4..vJ'rr.`414t Zlfroic1 1,i ?i�ii�e.4 il:ita :�.awa� ACTIVITY NUMBER: D04 -412 DATE: 11 -16 -04 PROJECT NAME: INTERURBAN RETAIL SITE ADDRESS: 13038 INTERURBAN AVENUE SOUTH X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision #afterTbefore permit is issued DE RTMENTS: Bu ng Division ❑ Public Works DETERMINATION OF COMPLETENESS: (Tues., Th rs.) Complete ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: //' 23 " " LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS ROUTING: Please Route ❑ Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) ❑ Notation: REVIEWER'S INITIALS: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents /routing slip,doc 2-28-02 PERMIT COORD COP PLAN REVIEW /ROUTING SLIP 5/1 erldo 12 VI Fire Prevention ❑ Structural ❑ Incomplete PERMIT COORD COPY Planning Division Permit Coordinator DUE DATE: 11 -18 -04 Not Applicable ❑ DUE DATE: 12 -16 -04 DATE: z QQ C � J U O 0 CO ILI J 1-� � w 0 g • � < N = w 1— _ I— 0 Z F-- w U C) O N • E- w W LO .. z w U= 0~ z 9_ I rA uate Start i Date Received 1 Initials I Issued 1 . ''Starr Initials 1 I 1 /. 7/0" 1 X4, Summary of Revision: eg. VIA IAA V / £ Of L . Q. / . CLh- 4(A- id • .t • II o -t1'`., c,, I or P - II �I � . .. i � l� • t. i • @ - ' w4L ra,\ r� ., Received By: + 4' ludt< '\--\\ \ \W\c,,AA Received By: I RC) B 2 Kevision + No. • I uate Start i Date Received 1 Initials I Issued ' ! ''Starr Initials 1 I 4 +•9 -tos ' L W I VI It--, - rte' I Date Issued l Staff I Initials Summary of Revision: a A, ,,,,„,,,,sezfreie ie lca vo a e ,j /� ' - 1 Qtl�pt,� Q. Summary of Revision: ill , , Received By: U►k.. 61/14 e ... .0 L A Revision No. Date Received Staff Initials Date Issued l Staff I Initials 10 � D� 1 itlji -Ic l Q. Summary of Revision: ill , , _ ► ... .0 L A II o -t1'`., c,, I or P - II �I � . .. i � l� • t. i • @ - ' w4L ra,\ r� ., Received By: + 4' ludt< '\--\\ \ \W\c,,AA PROJECT NAME: � ' ;./-i��e/ dti , Site Address: / ,ems, era/6x,,•,ArieS - -- Revision No. Revision No. Revision No. Summary of Revision: Summary of Revision: Date Received Date Received Illlolos.._.. REVISION LOG Starr Initials State Initials )+ Date j Staff Received I Initials Original Issue Date: 05- ao - Received By: Date Issued Date Issued (5 Date Issued (please print) (please prin() (please print) Staff Initial Staff Initials Received By: (V16.6( \";\ \vv\k1� (please print) (please print) Staff Initials i z Iz w 00 wi u- w 0 u. a co = a I— Ili Z = I— 0 Z I— LL! w U � 0- 0I- w H r- U- I ui 0 0H z Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 11'10105 Plan ChecWPermit Number: D L i I Z ❑ Response to Incomplete Letter # O Response to Correction Letter # Revision # LI after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner IH1ERUBAN R Project Address: 1 303 Itneru rba,n Ave Contact Person: N eQbSe N etin n412. Phone Number: (4zs) 6 70-6706 Summ f Revisi • P e r2)1 oK 1`'! i 1 es ree Li esf e4 is revised "As • 1314 u t.T of sl',eet A I. 0. Project Name: Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: Entered in Permits Plus on k � (G (-)( \applications \forms - applications on line\revision submittal Created: 8 -13 -2004 Revised: City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.cr.tukwila.wa.us TAIL Steven M Mullet, Mayor Steve Lancaster, Director CITY OFT p NOV 1 0 2005 PERMIT CENTER ....,kao,W w.:wra:�.. uti.e a.. :.o2al.�:yac+,•. ... z _I- W 6 J U 00 N D - • _ H w LQ C/) = W z � I— 0 Z I— w U D O — O 1— wW H F wz 0 ~ z Project Name: City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us .VISION;SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 10 — 1 1 - 2 ®O e Plan Check/Permit Number: ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # Ly Revision # ;j after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner 1ofe urban g e1-I Project Address: Contact Person: Summary of Revision: t?ec e 5 -ri am, co tom. e ' ley Sli e/esl Phone Number: 2 Z31 I/0C O hl C-0 " �t *ec,I- Rusk L +ei - 1‘0 Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision i Received at the City of Tukwila Permit Center by:( Entered in Permits Plus on \ applications \forms - applications on Iine\revision submittal Created: 8 -13 -2004 Revised: u & I, Steven M Mullet, Mayor Steve Lancaster, Director OoL/ RECEIVED CITY OF TUKWILA 1 1 20u PERMIT CENTER 7�4�acaD a::,rimarsirao' l Awe. • ' , ., City of Tukwila Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: DI / 1 nC Plan Check/Permit Number: ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # ❑ Revision # after Permit is Issued El Revision requested by a City Building Inspector or Plans Examiner Project Name: 1114 €C )rO2v1 R P.1'G) ) Project Address: 1303 SS I n1 Pr ) r!c - Ave- S. Contact Person: Co r y Phone Number: 02 0 7P-1 �f 0 (0 Summary of Revision: App l l c. a->! -1 on 't-Or r- 1 r r 4 ot- the aD. S-kr'tlG7-to-, 0 1 1n/ D 1'� C hra 4 hrOO, ►1-, 4 CPh- -Pr. Spr ce_ bt.) /0/1 .. Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: 9 / i .C/ Q.( Motnc, G Entered in Permits Plus on l In rm u � � • C‹ \applications\forms- applications on line\revision submittal Created: 8 -13 -2004 Revised: Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us 1701 -1 12 Steven M Mullet, Mayor Steve Lancaster, Director AECEIVED CITY OF TUKWILA S E P 1 5 2005 PERMIT CENTER JUN 01 '05 03 :31PM TUKWILA DCD /PW City of Tukwila Steven 11-f. Mullet Mayor Department of Community Development Steve Lancaster, Director 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206- 431 -3665 Web site: http: / /ww v.cr.tuk vil_a. waus Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail fox, etc. Date: (01$ I O S Plan Check/Permit Number: ❑ Response to Incomplete Letter # ❑ Response to Convection Letter # Revision # t after Permit is Issued [] Revision requested by a City Building Inspector or Plans Examiner Project Name:,,, te.ru.+'ils241. use Project Address: r' 1 Contact Person: SEts 9- UT1.-0L,)Slc. I Phone Number: Xs - ) 21 Ia - 40S 1 IC Zio Summary of Revision: © - C t (on S(Drc Se '`2- +As 1e C.owl> 14 E +omt ad TD -c.o:MOb Were _ fi r✓ k .i1 2t E?s N2. All E� •v • Al r . AP C a w� I rt 6 Fut)T1tJ6.1 P-01 e 'S ?it.,) 3Ic./'J povr Q Ct3� l Cu W 1 ki ,S L icrlde V i 4 i4 24>c-k- 6/k)° .9L u ice'. Sheet Number(s): "Cloud" or highlight all areas of revision including date of Recei ed at the City of Tukwila Permit Center by: Entered in Permits Plus on VO ■app is tons arms -app ications on me evision submittal Created: 8.13.2004 Revised: To t)� vision DO4--4a RECEIVED CITY OF TUKWILA JUN - 8 2005 PERMIT CENTER too tS ti P. 2/2 ? Pra-tA 1 LOT tR- i r,l C? _ ;wa :aa. �c u,aauac z 4-z re w 6 JU 010 cn LLI J H � LL w L Q = I_ z = t-- I-0 w 0 O - o I- w uj LL 0 .. z w U= o'' z City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: l rttp ://witnv.ci.trrinvila. Revision submittals must be submitted in person at the Permit Cutter. Revisions ri'ill not be accepted through the mail, fair, etc. Date: 03/ 0 7/.06 Plan Check/Permit Number: D04 -412 ❑ Response to Incomplete Letter # ® Response to Correction Letter # 1 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: INTERURBAN RETAIL Project Address: 13038 INTERURBAN AVENUE SOUTH Contact Person: Cory Shelest Phone Number: L f �' 7$ 7' 1 8 Summary of Revision: See, ca--/a c h ot \applications \forms - applications on line\revisian submittal Created: 8 -I 3 -2004 Revised: Steven Al Mullet, Mayor Steve Lancaster, Director Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: k Entered in Permits Plus on 3" 7105 '4, v ,,,,r44'11144 4088 - Z OC Jo O 0 o 0 co tu La I Q w w u. Q � _ I- w z 0 Z I— U 0 O E O H w • w .. U= 0 z Date: Dee . I, 9009 City of Tukwila \applications\forms- applications on linc\revision submittal Created: '8 -13 -2004 Revised: Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 -431 -3665 Web site: http: //www.ci.tukwila.wa.us Plan Check/Permit Number: D04 -412 • Response to Incomplete Letter # 1 ❑ Response to Correction Letter # ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Steven M. Mullet, Mayor Steve Lancaster, Director Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Project Name: Interurban Retail Project Address: 13038 Interurban Avenue South Contact Person: Cory Shelest Phone Number: '+ o� 7 r/ c18 Summary of Revision: G 5 AC TP c— }I • p oP��' RECEIVED r TY OF TI IKWtt A PERMIT Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: Entered in Permits Plus on /... ' z '~ w re 00 cn W I • LL W u. = • a � z = H Z I— w • w U � 0— O H w O Z L11 = O ~ Z License REDHAEL973KA Licensee Name REDHAWK ENTERPRISES LLC Licensee Type CONSTRUCTION CONTRACTOR UBI 602241 4381/erif y_Wo_rkers_Comp_Prerni u m Status Ind. Ins. Account Id Business Type LIMITED LIABILITY COMPANY Address 1 1133 164TH ST SW STE 107 Address 2 City LYNNWOOD County SNOHOMISH State WA Zip 98037 Phone 4257455694 Status ACTIVE Specialty 1 GENERAL Specialty 2 UNUSED Effective Date 5/1/2003 Expiration Date 5/1/2007 Suspend Date Separation Date Parent Company Previous License Next License Associated License �o� k Up a Contractor, Electrician License Detail Page 1 of 2 Topic Index I Contact Info Search I f - "Q' Home Safety Claims & Insurance Workplace Rights Trades & Licensing Look Up a Contractor, Electrician or Plumber License Information Business Owner Information Find a Law or Rule Get a Form or Publication General /Specialty Contractor A business registered as a construction contractor with Led to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. Role Effective Date Expiration Date Name KLIMEK, https: // fortress. wa. gov /lni/bbip/Detail.aspx ?License= REDHAEL973KA 0 i 5/18/2005 4.4 A4::,,: »+:r:.ri; n+�k:b::,.i�.' . 'w"Yw", iLt>vl�:..s�JkL1:S� s ke S H.C. PARKING SIGN SCALE: I- 1/2 ":I' -O" 1 LIGHT BASE DETAIL SCALE: 3/b" 1 • -- 1* 4 STATE DISABLED PARKING PERMIT. REQUIRED,. = 0 —J C) TRASH aria wxa • � I � 1 � -O• 1 - - LIGHT POLE 5TNNVARD NMTH /� — — ACCESS N 4 HOLF, COMPLETE ANG1-0OR BOLTS fraV BASE BY ELECT. CONTRACTOR SEGUE E ASE8..Y FOR k: , MPH GUSTS. -- MAKE E STANDARD PLUMB Pi/ I.PVEL116 NUTS. S BU FIELD I�R - -- - WNI T'E BAGK6OUND $ SYMBOL — GREEN BORDER I I "LETTERS - -- - 'VAN ACCESSIBLE* SION WHERE APPLICABLE" 2" DIA. STEEL PIPE POST -PAINT -- -GRADE • BOLT 516N TO TUBE DES) FINI GRADE b" DIA. CONCRETE FOUNDATION CHAMFER TOP EDGE H - -- -ANCHOR BOLTS 314•• X 20'!'!9 VERIFY Mt MANPACTERB2 PVC RACE MAY BY ELECT. CONITR 14 t CUT • 30' ��OH &RADE TARING iP6 CON6TR 01010 24• DIA. 3 PSJ. CAN.. BASE BY 6EAL CONTRACTOR JJ 14) -ER . REIM w44 TES I? 0.C. d am{ f>A 6• cp TV? u u ea TRASH ENCLOSURE PLAN 4 4 LUMINAIRE SCHEDULE - SEATAC LIGHTING QUOTE NUMBER # 035031- 00- A605-0TE- PH. 206-575-6865 Ext. 14 a WWI ally C•alog Roby Ammon Law RAND' TEXTURE: XTL RtNb E MMTH I' EXPAMDW METAL. GRATE. THE LONG AXIS OF THE 00I0C TO BE PERPENDICULAR TO GURB. THE 6AIOOAS ARE TO OE I/b' DEB' AND U4' MSGE- 0 114302,XL MM CAR G 5 Ir�IALL-MO 1f W Aim► LMO IA WIRER PI'IM 'fMr IOM 10 LPI DMA POLYG 46014ATE P PRAC1OR Ui1 eaeOLLE WAS MOM COLONS MILL !E *r Copper ASPHALT PAV$i N1 lalf slow vets roe R+�Y"I APL. ulllf'b. a !!•JI T 400N 14.04N x• WO BOAT, Kit MN MCS PLAT Il.M6 LIM D o won TYPe 415 MOLAR NR. NOOtT, w moo m PLAT 41LM6 LIII• BUILDING TYP. HANDICAP RAMP SCALE: 3/16" at I -0" E<TRLVED GONG. c.IRe GRADE • FLAKIER SCALE :1 /2 " =1' -0" MALL MOW 11TE NS DISTRIE InOw • • GRAVE. BASE " 5PIJT FACE CHI •FT. %M ` ` N 400 MATT cum -- M!I'AL *woe N IalIYC1AAL "woe N 400 MIT GUM 1!02b ler& HALM M MON IORTAL POSITION N 10 MMTT METAL MALfI9E MORI190NTAL memo N 10 MATT METAL NAM latA 0NrAL POW= 11 Af1 = : iI III I�In lllll IIINIIIIIIIIIIIl11l IMIIII-=1 ° o 0 Vo 0 o o o as) CONC. CURB DETAIL SAND STaE• 0a.014 PAVIN& A5A4ALT a Dot 1117/0S SOI.g, 6ia iTED ccRS136 AT 6A : HIN6E LOCATION City of Valeta WILDING DIVISION OC)) TRASH ENCLOSURE SECTION • Flo LA MM* LLP MYlir LT000•M. (. UO214JM 92000 032 4423 woo o12 446.2 4 14042'10425 9200 Oil 4 f101215011/15 MOO 0.12 44 �. = n- 11 =1;-11=II it :.:4.103 =III 11- II n II lI II n II i1 n :,• •� - 11- II- 11• -11- - SECTION b'-O• waft , - IMO/ .t • t 'Ion mem soma lo oullmt to onus and ai.rlll Ag1Mpw of construdion dommonts dos not alder the vlatiticrt i - emoted coda or *Mimics. NNW of appraised = - ' '' ' conditions b Rr ....:ON GONG. GLlRB BEYOND *CONC. 51D&'LK AGGREGATE BASE 4" THICK GONG. RAMP ISOLATION JOINT rap p vow DQS11fi G CIfOIf0 • I1 4412 fT' PIROPOPOY • FROM STRIPED PI,VI STRMN MOMS SX P'IM13* IT 'MID 1O PAM* LOT MANIC' SION SCALE: I' : 2. -0' Tom. ASPHALT GRAVE ai- , ::r ■R■i- .a , i 1iip .r'. M■INI ■ •■■■111■ •■ ■ ■1 18 SITE FLAN PRIIIMAY IDOL! SWAM PfR2A01119 Is CONC. grOOOLSI PEPEIRRIAR *MN / MEOW • -� O <= M•DLI IMAM GAMII R4 Mt IN MANI Nam MID MOW MIMIC er on terMA1E row) PROM 'l BOX PM" 1DWOE 0251115 GM MIER A110 SIMALK 111141111 GONE. 2' x b' x 1/4' ST ML /445LE EPDXY �• all Kea W PRECAST TO SOW Eta *l GPIJ C .Cie tom! WAVY DIITV 551E IN16E!5 ( 3 PER 6•Ti IELOED TO Gaff. GORIER AWE / T.S. • • --r • r - " WI IIJ LJ �...� ..�..� �....�. .�.�. 11110 4INIMIIIIIMM. fib .0M•11=1■ .. GIN.. NIP (1■1.... MD .M-... ,. .,..rte ..�.. • I . l f 1 54q 24' 00" - 112.00' go 41 f►r mappros 7'x3' X 3Ab" ST. REw caw FB, map ItTK � � St • TO GIVE MI,5 LM OF gyp► ••■■•• —... r.� ._ -... _ - .,,• 4111► TRASH ENCLOSURE WALL SECTION I O O m BITE ACCESS IN -v.... .._. -� ...._. . -.-_ SW IN MANY If mow 0 r-" W 0 0 0 W 0 a a STRPm wow P4/ SOWN IAD= MOW 14111, 1QWR Y COW. MOMS OILY" INTERURBAN AVENUE A r i — - . • •C • 1. s�r� *..L� '..` - 1,'•1' ` = .L PRECAST CONC. GAP WO BEAM • 44'-0' AND • TOP w *4 BARS WO. stALL SrLIT FACE • EXT. CLEM SEAL t Flit *4 BARS• 44V OZ. VERT. AND b' FROM CORNERS 4" MK.. CONC_ SLAB 1V bXbPII.4X141.4 BARS CONT. - ! IS WAS • 46" - OZ.. ALT. WV flO 1,0441- lb C o 'Ieaula. Metiers \ erc`I1.ctsr. DESIG 22000 - 64th Avenue W., Suite 2F Mountlake Terrace, WA 98043 T: 425- 670 -6706 F: 425 -774 -8219 REGISTRATION PROJECT NAME GRAMOR DEVELOPMENT TUKWILA RETAIL CENTER RETAIL CENTER 13038 INTERURBAN SOUTh TUKWILA, WA. DESIGN TEAM PROJECT NO.: Q4.006 PRINCIPAL: DRAWN BY: GH CHECKED BY: MM X � 11.01.004 11.1.2.04 1.. 04 03.04.05 ,1.CO5 SIEET 11111 SITE PLAN 1 U 16 3 RECEIVED COY OF TUKWILA CDMS u NIs FECBST CATER AlSO HELL pESIGtr1 REVIEW ISSUED FOR PERISH REVISION PER ELECT. UTILITY PIP SET AS BUILT THE BLUE 1 LINE ., i • GROUP 25 CENTRAL WAY. SUITE 400 KIRKLAND. WA 96033 P: 425.216.4051 F: 425.216.4052 WW W.THEBLUELINEGROUP.COM 13038 INTERURBAN AVE. SOUTH CITY OF TUKWILA WASHINGTON HORIZ: 1 =30" VERT: PE N/A SCALE 71 A. GI1IFM PROJECT MANAGER DEN IE!>KOu, DESIGNED BY FLA I IIA040TT1 DRAWN BY 10/05 DATE 8NOI SIA3!! soorwoze A110 mu' $110NROD l&w Jw S�LoIMMO 1k 4110.1104W LP WVJv cu SWOP Malt alddV 01 I OW Al I NH I rm. I I am 3.LVO t . ON 1 IV ., • t , . 1' * :, l r ►' 1r v JON NUMBER: 04-055 I 7 MEOW • LEGAL DESCRIPTION: PARCEL A: THAT PORTION OF THE STEPHEN FOSTER DOIIVA TTOW CLAM NO. 38, INSECTION 15, TONNSHIP 23 NORTH, RANGE 4 EAST, W.M., DESCRIBED AS FOLLOWS BEGINNING AT A PAINT NH /CH BEARS N 40'01'05' W. 920.15 FEET FROM A MONUMENT AT THE POINT OF INTERSECTION OF A CURVE ON THE CENTER UNE OF THEDUWAMIS1- 1- RENTCOW JUNCT1AN ROAD SAID POINT OF INTERSECTION BEING APPROXIMA TEL YI.000 FEET EAST AND 20 FEET SOUTH OF THE QUARTER CORNER BtT11EEN SECTIONS 14 AND 15, SAID T ONNSNIP 2. THENCE N 4924'00' W 835.00 FEET ON A UNE PARALLEL TO AND 150 FEET NARTHEASTERL YOF THE CENTER UNE OF SAID DUWAHISH- RENTr1W JUNCTION ROAD, TO A POINT $UIG7I BEARSN 8144'15' E, 199.17 FEET FROM THE POINT OF CURVE ON THE CENTER UNE OF SAID DUWAMISH- RENTON JUNCTION ROAD, SAID POINT OF CURVE BEING APPROXIMA TEL Y 1,200 FEET NORTH AND 440 FEET NEST OF THE QUARTER CORNER BETWEEN SAID SECT10NS 14 AND 15; THENCE S 4036'00` W. 20 FEET TO THE NORTHEASTERLY MARGIN OF THE RIGHT- OF-WAY OF THEPUGET SOUND ELECTRIC RAILWAY; THENCE N 4974'00' W ALONG SAID RIGHT- OF-WAY 408.29 FEET TO THE TRUE POINT OF BEGINNING` THENCE CONTINUING N 4974'00' W 172.00 FEET; THENCE N 4036'00' E, 150.00 FEET; THENCE S 4974'00' E. 172.00 FEET; THENCE S 4036'00' W, 150.00 FEET TO THE TRUE PAINT OF BEGINNING. PARCEL c AN EASEMENT FOR ROAD AS DELINEATED IN THAT CERTAIN EASEMENT INTHAT CERTAIN DOCUMENT ENTITLED ROAD EASEMENT RECORDED UNDER RECORDING NO. 6642756. PARCEL D: AN EASEMENT FOR lN(RESS AND EGRESS AS DELINEATED IN THATC RTA/N DOCUMENT ENTITLED RIGHT TO USE EASEMENT RECORDED UNDER RECORDING NO. 7701240410. - -•••••■_ VM,A Y LOT RIGHT-OF-WAY WT1E1R FLOW. & CURB UNE CENTER UNE EASEMENT BUILDING SETBACK UNE (BSBL) STORM DRAIN PIPE ROOF & FOOTING GRAIN ROCKERY DRAIN ••���•�••�� SEWER MAIN SHIER SERVICE MATEY MAIN - -- ?:' c - -- - -. - 10' E70STING COW TUTORS .3 _ = - — - - 2' ENSTI NG CONTOURS - - 0 - - 10' PROPOSED CONTOURS 2' PROPOSED CONTOURS FED �� - • • • - -B S11WALE OR DITCH --------- TOP OF 40Z SLOPE • - —EDGE OF WETLAND BUFFER LIE - 1 1 I DAYLIGHT LP ROCKERY T , our SLOPES FLL SLOPES RPRAP ▪ M/ALJ,X SIGN `A . CLAW RAMP 0-0 STREET UGHT �������� «� „ «< MA ; : cE:7IolEclk E 14ETNNAV WALL • - - . GUAIEIRAM . u BARRICADE CATCH w i s h . T) E • CA701 BASK T11PE I • STORM CLE NO /T O YAM DRAIN c - - - OdSTING S7OR1[ DRAW PIPE - ves nmG sore? wart 4 - -- 011511111G 111111 /ER MAIN - - _ - MIMIC POSER LINE - - • - fJIRS UPIDERGROUND PAR LIE - _ - 011511NG HAS SAWN - - p5111C EIEPHIO E UNE PROPOSED GRADING AND UTILITIES DOSING Gnat ORM nPF 01511ING CAXII SAW n • 011571116 WIER 1111411.021” CIRSISIC PORE" POE r falSIRIC POWER MA T LEGEND t • OVERFLOW STRUCTURE • SEVER MANHOLE • SEVER CLEANOUT 0 SINGLE WATER METER • DOUBLE WATER METER �-- IRRIGATION METER ▪ DE7ECTOR CHECK VALVE ASSEMBLY D — DOUBLE DETECTOR CHECK VALVE AMY F7RE HYDRANT A f7RE DIEPARTMOVT CONNECTION (FDC) O POST INDICATOR VALVE (PTV) AIR/VAC RELEASE VALVE & Ow OFF' M GATE VALVE Hsi TEE • CONCRETE BLOCKING [ e EX/5T rNG FEATURES E7051IMG GRAM_ PROD GRAVE EXISTING ASPHALT PROPOSED ASPHALT PA VQEIN T PROp'iOSE;Di1GILK PROPOSED CONCRETE 7LAN D R RAP . _ _ DISSTING GUY ANCHOR aD SI1 G Wtr TER METER 005 FRE NYORANT 01151,116 AIR/111C RELEASE MK' IMAM BOW OFF DEVI C a SHOE f - . IDOSANG 0F9eQ r • 0151114 DEMME 1MIE'E SEC 23 TWP 7 5N RGE 4E W.M. INTERURBAN RETAIL • -1 i - s I' SCA rnEPOVIE7?Ale VOlTRO.M NOM S 40200* E 172W 0 (Ix o � ° c�► 0 SITE SCALE: 1' = 30' I NTERURBAN AVE 5. SR 599 SCALE: 1" = 30' 0 15 30 60 REFER 't0 SN � 11�Ob•or ��� � �/toss S -(yP. (4 PiAccs) gib These plans have been reviewed by the Pt llic 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 ex revisions to these dram ings after this date will void this acceptance and will require a resubniittal of revised drawings for subsequent approval. z. Final acceptance Is subject to field inspection by the Public Works utilities inspector. Dale: THIS PLAN bET 5u PEit.SMCS PGu RProyRc. birEb 61/5lxess PROJECT TEAM DEVELOPER CORY SHELEST GI?AMOIR 0EVELC PMENT, LLC 1133 164TH ST SW. SUITE # 107 L YNNWOOD, WA 98037 (425) 787 -9963 SURVEYOR CONTINENTAL ENGINEERING CO. 100107 GRE'ENWOOO AVE N. SEA TILE; WA 98133 (206) 783 -7177 CIVIL ENGINEER 7000 A. PE THE BrUEL/E GROUP 25 CENTRAL WAY, .SUITE 400 IORXLAND, NGI 988 (425) 216 -4051 ARCHITECT CONNVELL DESIGN 22202 64711 AK" 1 SUITE 26 P.O. BOX 33725 MOUNT LAKE TERRACE; WA 93 TABLE OF CONTENTS 1 COVER SHEET 2 T.E.S.C. PLAN 3 T.E.S.C. NOTES AND DETAILS 4 GRADING PLAN 5 UTILITY PLAN 6 STORM DRAINAGE PROFILES 7 GENERAL NOTES AND DETAILS By. alt� .l1 VICINITY MAP SCALE: 1` = 200 • PEL,E -EO G OF Ttr" PE.AMIT C.E.VER r - •- C-. �•�, .. k i tv 5 CA I -I- 4 I IONMICI VIE SLUED ME MOW to •• - M IAA .'••■••-- THE BLUE L 1.1.1 I 1 : 'C3RC7UR 25 CENTRAL WAY, SUITE 400 KIRKLAND, WA 96033 P: 425.216.4051 F : 425.216.4052 W W W.THEBLUELINEGROUP.COM _ i s a! tttttttttttt• 13038 INTERURBAN AVE. SOUTH CITY OF TUKWILA WASHINGTON HORIZ: 1' •20" VERT: SCALE M OBERQ PROJECT MANAGER BEN RUNXIIIINI N/A 3 _ -� - -- - - . a • - . =Mk DESIGNED BY RAMO ~MTN �- tears• DRAWN B Y to/05/05 i DATE BNOlSIA3e1 fly 410 113.1 SOON= A10 sari 1S3* St3191fiNDO101 &OWN ~OS 1Y SNOUVAITI •MU NOUN I t�l d d d I cm 1 b '' 0[21 j 0121 j AAP 1 u. . , 3LVO • • ON w w I ` .1. , I t 1,4 " , • 4iL Ili d ' all M p i, ♦ . t0- S t'1 1 • • ,J► ,, 'J • • .rocs NUMsER: D4 -055 2 or 7 — 54 - -� ■ • • AL AL AL A. 416. 411. ► J r POLE N E ' - -- -- - --� L _ _ I I 1 .1-- — , \ I W ,• i , , • '.I . r i ■ • 1 N 4924'00 17200' -• � W PROPOSED BUILDING 1 fi t _- „•.- - - -. - -_ __._ i 1 ' -- - ; i '„_ -- -- -- - --- - _ _____ _-- • — — - - - - - -- - - 11 i 1 ' 55- -•- >�_ _,,� -- x--1 E 11,1110 r 1 • 1 __ _ _ VI .. EX. POWER POLE TO REMAIN iz EX. FIRE HYDRANT .L _cm Roiuv) - - � ' I 100 ROm t t:1:IiJ . &4L . - R �:C LI!=NT R0W. - - - J J • EX. GRAVEL AREA u�vrs TIP 12 / : .'. ] . commuctiffl £N (TW) E.Y. METAL FLAG PORE TD BE VTh - lEx. C AND GUTTER Ta = REMOVED CB PROTECTION SEE DETAIL SHEET 3 (7W) - --17-___ INTERCO" (TYP SEE DETAIL SHEET h POWER VAULT AC- • EX LIGHT POLE •- Rasotw). ,1 \ I , ,. Ii. • ,1 'II !I \ r I r • EX. . TO EX. .8" EX. CURB A (70 BE REM 1 36" DIA. METAL SIGN POST SET IN 60" DIA. CONC. BASE i . EP 165 i '£ 0(1 TELEPHONE BOX EX. LIGH EX. TELEPHONE VAULT i EX. SD*IH 166 TOP 1i CLOGGED.' FLOODED UNABLE TO , TA1N IN:'ER 73 1 • SEC 23 E. . TwP 1 5N r EX . I TOP 14.94 C8 125A (REPLAG�E W M SOLID LOCKING LID) 6" lE 11.64 (IN -NE) 6" IE 11.44 (IN -SE) 10" I£ 11.34 (OUT - SW) (TO BE REMOVED) NEW 12 IE 11.44 (OUT -W) S 4974'OO' E 1 00' T _ af. E _ NE r = *Fr _ Al - RGE 4E C � S:74 E► POWR if- SHEET {111P) r W.M. EX. LIGHT EX. 6" CONC. PIP POLE TO REMAIN E t INTERURBAN AVE S. SR 599 RIM 125 2.84 11.59 (IN) 11.39 (OUT) H 18 GUTTER • I,) - ._ - • EX. OVERHEAD POWER .II 1 - Il II - II k a t UNDERGROUND LlTI LITY NOTE: 10V MIST GILL IM'T LEST vais HORS IMRE IREOININIO orcArw1a► Mir Ay WOOKINOUND MIRES 11111Y INE LOWER mum TO 0O SO OOVID NON BMW SURSOINIIAL REPAIR COPS PAP 70 RINSE MS PE COST Or MEPAIRS m RE = - O 10 20 40 20 • CAUTION: LOCARON w DISMIC MIMES SWIM 6 A PRONNAw NID NAY NOT RE ACCLAIM OR IT LS ME CONTRACTOWS szsromasun? 10 POW/1E AS REOINIED AND IMO IIERIFY LEA OF UNLIRES PRI R CONSIIIIICROIL It?I :2 1', .J4 oar 1111111111,1111E GIMP F CEti = G� „+D (vhf DOLI • '" - - : TT ;,E ;Ea THE BLUE L_INJE: .. � •. GROUP 25 CENTRAL WAY, SUITE 400 KIRKLAND. WA 99033 P: 425.216.4051 F: 425.2164052 WWW.THEBLUELINEGROUP.COM 13035 INTERURBAN AVE. SOUTH CITY OF TUKWILA WASHINGTON HORIZ: N/A VERT: I N/A SCALE 11211D A OREM PE I PROJECT MANAGER BEN IIUAroW W0 .— .- .. . DESIGNED BY f7.AILO BA/I0T11 Is.t DRAWN BY 10/b5/05 �� -• _ DATE • 8NO/8lA3�1 mamma Ala mul L £LWNW Etta IW 111170311 SACUOVillt4047 earl I OW I �t W. l I we 3.LVO I ftw• ON • _J '= - . % a _ _ L E ` — t 1v /as /os Jam NUNIAPER:- 04 -05 5 spin- 3- 7 JOINTS IN Fl .TER FABRIC SHALL BE SPLICED EQUIVOASLENT USE STAPLES, F�ICT O FOSTTS 6' MAX. U POST SPACING MAY BE INCREASED 70 8' IF SIRE BACKING IS USED R 30' MINN. INSTALL DRIVEWAY CULVERT IF 7HERE IS A ROADSIDE DI7 71 PRESENT. 4 - -8" QUARRY SpALLS 11NG Roo 12' MINI. THICKNESS NOTE: RL TER FABRIC FENCES SMALL BE INSTALLED ALONG CONTOUR WHENEVER POSSIBLE 2x2' BY 14 Go. IMRE OR S TVA TH TFABRICT�� MINIMUM 4x4' TRENCH BAQKFiLL TRENCH NALIVESOIL OR 4- 1.5 WASHED GRA L 2.x4* TS, REBAR ORE �7� FILTER FABRIC FENCE FLIER FABRIC NOT TO SCALE NOT TO SCALE CATCH BASIN F7L TER FABRIC --10- GRATE CATCH BASIN INSERT IT IS RECOMMENDED THAT THE ENTRANCE BE CROWNED SO THAT RUNOFF DRAINS OFF 7HE PAD STABLIZED CONSTRUCTION ENTRANCE 14 CATCH BASIN PROTECTION NOT 70 SCALE NOTE ONLY 70 BE USED WERE PO DING OF WATER TER ABOVE ME CATCH BASIN ILL NOT CAUSE TRAFFIC PROBLEMS AND MERE OIE LOW MU NOT RESULT N EROSION Ni O^ SLOPES ONES IMO1E- PBS DETAIL lS ONLY SOENA RTC ANY NSERT IS ALLOWED THAT HAS A Mil[. 05 CF OF STORAGE, DIE MEANS 112 °EW AN otout AND CAN BE EASILY M AIITAINEA • SEC 23 TWP 7 5N RGE 4E W.M. • EROSION /SEDIMENTATION CONTROL - PLAN NOTES THE APPROVED CONSTRUCTION SEQUENCE SHALL BE AS FOLLOW. CONDUCT PRE - CONSTRUCTION MEETING. FLAG OR FENCE CLEARING LIMITS POST SIGN MIMM NAME AND PHONE NUMBER OF TESC SUPERVISE INSTALL CATCH BASIN PROTECTION AS REQUIRED. GRADE AND INSTALL CONSTRUCTION ENTRANCE INSTALL PERIMETER PROTECTION (SILT FENCE, BRUSH BARRIER, ETC ). CONSTRUCT CATCH BASINS DETENAON PIPES AND ASSOCIATED OU7FALL AND IN1ERCONN£CTING PIPE PER THE ROAD AND UTIIJTY PLAN. GRADE AND STABILIZE CONSTRUCTION ROADS CONSTRUCT SURFACE WATER CONTROLS (IN7ERLEPTQR DIKES, PIPE SLOPE DRAINS ETC) SIMULTANEOUSLY W TH CLEARING AND GRADING FOR PROJECT DEVELOPMENT. L MAINTAIN EROSION CONTROL MEASURE IN ACCORDANCE WiH CITY OF TUKIWLA STANDARDS AND MANUFACTURER'S RECOM ML7VDA11ONS K. RELOCATE EROSION CONTROL MEASURES OR INSTALL NEW MEASURES SO THAT AS SITE CONDITIONS MANGE, 7HE EROSION AND SEDIMENT CON 7ROL IS ALWAYS IN ACCORDANCE MI7H 7HE an' TESC MINIMUM REQUIREMENTS L. COVER ALL AREAS WITHIN 7HE SPECIFIED 11ME FRAME WITH STRAW, IV OID FIBBER MULCH, COMPOST, PLASTIC SHEETING CRUSHED ROCS( OR EQUIVALENT U. STABILIZE ALL AREAS THAT REACH FINAL GRADE NTHIN 7 DAYS N. SEED OR SOD ANY AREAS TO REMAIN UNMCIRKED PCW MARE THAN JO DAYS a UPON COMPLETION OF 7HE PROJECT, ALL DISTURBED AREAS MUST BE STABILIZED AND BEST MANAGEMENT PRAC710ES REMOVED IF APPROIPRIATE. A. B. G D. E. F. G. H. I. 1. ALL EXPOSED AND UNWORKED SOILS SHALL BE STABILIZED BY SIATABLE APPLICATION OF BAPS FROM OCTOBER 1ST TO APRIL 307H, NO SAILS SMALL REMAIN UNSTABIUZED FOR MORE THAN TNO DAYS FROM MAY 1ST TO SEPTEMBER 30TH, NO SOILS SHALL REMAIN UNSTABILIZED FOR MORE THAN SEVEN DAYS PRIOR TO LEAVING THE SHE STRRMWA TER RUNOFF SMALL PASS THROUGH A SEDIMENT POND OR SEDIMENT TRAP, OR OTHER APPROPRIA 1E MAP'S 2. DELINEATE CLEARING AND EASEMENT UMITS IN 7HE FIELD, MARK CLEARING LIMITS AND /OR ANY EASEMENTS SETBACKS, SENSITIVE /CRITICAL AREAS AND THEIR BUFFERS► TREES, AND DRAINAGE COURSES .1 PROPERTIES ADJACENT TO THE PRCA ECT SITE SMALL BE PROTECTED FROM SEDIMENTATION DEPOSITION. 4. SEDIMENT PONDS AND TRAPS PERIMETER DIKES SEDIMENT BARRIERS AND OTHER BMMP'S INTENDED TO TRAP SEDIMENT ON -SITE SMALL BE CONSTRUCTED AS A FIRST STEP IN GRADING. THESE BJP'S SHALL BE FUNCTIONAL BEFORE LAND DISTURBING ACTIVITIES TAKE PLACE EARTHEN STRUCTURES SUCH AS DAMS, DIKES AND DIVER9ONS SMALL BE SEEDED AND MULCHED ACCORDING 70 THE 7IMTNG INDICATED IN EROSION AND SEDIMENT CONTROL REQUIREMENT p. S OJT AND FILL SLOPES, WT AND FILL SLOPES SHALL BE DESIGNED AND CONSTRUCTED IN A MANNER THAT MRLL MINIMIZE EROSION. IN ADDITION, SLOPES SHALL BE STABIUZED IN ACCORDANCE WITH EROSION AND SEDIMENT CONTROL REQUIREMENT p. 6. PROPERTIES AND WATERWAYS DOWNSTREAM FROM DEVELOPMENT SITES SMALL BE PROTECTED FROM EROSION DUE 70 INCREASES IN THE Vt7LI,UM& VELOCITY, AND PEAK FLOW RATE OF STORMWA TER RUNOFF FROM THE PROJECT SITE 7. ALL TEMPORARY ON -SITE CONVEYANCE CHANNELS SHALL BE DESIGNED, CONSTRUCTED. AND STABILIZED TO PREVENT EROSION FROM 7HE EXPECTED V E L O C I T Y O F FLOW FROM A M V O - YEAR, 24 -HOUR FREQUENCY STORM FOR THE DEVELOPED CONDITION. STABIAJZA110N ADEQUATE TO PREVENT EROSION OF OUTLETS, ADJACENT S7REAMMBANKS, SLOPES, AND DOWNSTREAM REACHES SHALL BE PROVIDED AT 71E OUTLETS 0 ALL CONVEYANCE SYSTEMS & ALL STORM DRAIN INLETS MADE OPERABLE DURING CONSTRUCTION SHALL BE PROTECTED SO THAT STOR11MWA TER RUNOFF SMALL NOT ENTER 77E CONVEYANCE SYSTEM WITHOUT FIRST BEING FILTERED 0 W OTHERIWSE TREATED TO REMOVE SEDIMENT. 9. EROSION AND SEDIMENT CONTROL REQUIREMENT 15 - UNDERGROUND UTILITY CONSTRUCTION. 7HE CONSTRUCTION OF UNDERGROUND UTTUTY LIES SHALL BE SUBJECT 10 THE FOLLOWING R17ERIA: A. SIEtIERE FEASIBLE, NO MORE THAN 500 FEET OF TRENCH/ SMALL BE OPENED AT ONE ME. B. WERE CONSISTENT WITH SAFETY AND SRAM CONSI ERA 71ONS EXCAVATED MATERIAL SMALL BE PLACED ON 7IE UPHILL SIDE OF TRENDIES C . TRENCH DEWA TERIING DEVICES SHALL DISCHARGE INTO A SEDIMENT TRAP OR SEDIMENT Pow. 1a WH R£LER CONSTRUCTION VE}IICYE ACCESS ROUTES INTERSECT PAVED ROADS PROVISIONS MUST BE MADE TD MINWI~MZE n* TRANSPORT OF SEDIMENT ONTO THE PAVED ROAD. F SED SNIT IS 7RANSPO?7FD ONTO A ROAD SURFACE: ME ROADS SHALL BE CLEANED 7HOROUGHLY AT THE END OF EACH DAY. SEDIMENT SMALL BE REMOVED FROM ROADS BY SHOVELLING OR SIIEEPING AND BE 7RANSPIO?7ED TO A CONTROLLED SEDIMENT DISPOSAL AREA. STREET WASHING SHALL BE ALLOWED ONLY AFTER SEDIMENT IS REMOVED IN THIS MANNER, 11. ALL TEMPORARY FROWN AND SEDIMENT CONTROL BMFS SHALL BE REMOVED WITNN JO DAYS AFTER FINAL SITE STABILIZATION IS ACHIEVED AND INSPECTED AND APPROVED BY THE DIRECTOR OR AFTER TIE TEAIPN WARY BITES ARE NO LONGER NEEDED TRAPPED SEDIMENT SHALL BE REMOVED OR STABILIZED ON SITE 17IS7UI?BED SOIL AREAS RESULTING FROM REMOVAL SMALL BE PERMANENTLY STABILIZED 12 DEIIATER/NG DEVICES SHALL DISCHARGE INTO A SEDIMENT TRAP OR SEDIMENT POND. I3 ALL POLLUTANTS 071113? THAN SEDIMENT THAT OCCUR? ON --91E DURING CONSTRUCTION SHALL BE HANDLED AND DISPOSED OF NV A MANNER THAT DOES NOT CAUSE CONTAMINATION OF STc1 MWA TER 14. ALL TEMPORARY AND PERRMANENT EROSION AND SEDIMENT CON7ROL Min SHALL BE MAINTAINED AND REPAIRED AS NEEDED 70 ASSURE CONTINUED PERFORMANCE OF THEIR NI7E11DIED FUNCTION. ALL MAINTENANCE AND REPAIR MALL BE CONDUCTED I N ACCORDANCE' WITH THE MANUAL 15. PERFORMANCE' BONDM OR 017ER APPROPRIATE FNNANCIAL /VSIRUNENM MAY BE REQUIRED AT TTY COMMUNITY DEVELOPMENT DIRECTOR'S DIISCRE71 N FOUR 9'EaF7C PROJECTS TO ENSURE WITH ME APPROVED PLANS PROJECTS THAT MAY REQUIRE BONDING INC. /CC BUT ARE NOT UMMTED TO THOSE OCCURRING NV ENVIRONMENTALLY SENSITIVE AREAS AND NHE E PROBLEMS ARE ANTIOPAIE D N DEVELOPING 771E PROPERTY 16. THE ESC FACILITIES SHOWN ON THIS PLAN ARE 7HE AIWIAIUM FEQUREAEN7S F R ANTI IPA TED 97E CONDITIONS: DURING TIE CONSTRUCTION PERIOD, THESE ESC FAGI I TES SMALL BE UPGRADED (E: G ., ADOII710NAL SUMPS RELOCATION OF DIMES AND SET FENCES E7C) AS NEEDED FOR UND EC7ED STORM EVENTS ADDITIONALLY, MORE ESC FAaJT S MAY BE REQUIRED TO ENSURE C MPLE7E . TA 1kW CONTROL MEREFORE DURING 7HE' COURSE OF CONS7RUCDON IT SMALL BE 71E OB AGA THIN AND RESPONSIBILITY OF 7HE CaNI7RACT t R TO ADDRESS ANY AMW CON0171ONS THAT MAY BE CREATED BY MS ACTIVITIES AND TO PROVIDE ADDITIONAL FACIZ,ITES OVER AND ABOVE ME IMAM REQ REGENTS AS MAY BE NEEDED. 17. THE ESC FAGYJ7ES SHALL BE INSPECTED BY TIME PEEBITEEE/t WTRACTER DAL Y DURING NON-RAINFALL PAS, EVERY HOAR (DAYLIGHT) DURING A RAINFALL EvE7NT, AND AT THE END OF EMERY RAINFALL, AND MAINTAINED AS ACCESSARY 70 ENSUE TFE>R CONTINUED FUNCTIONING. IN ADILaITIC04 TEMPORARY S . TA T1OV PONDS AND ALL TEMPORARY 9 . TA 7W.W CONRRO S .SHALL MAINTAINED AN A SA T1SFACTORY CONDITION UNTIL SUCH me THAT CLEARING AND/OR CONS7RUCTION IS COMPLETED, PET4AIMENT DRAINAGE FACILITIES AJI O'ERA TQNAL. AND THE POTENTIAL FOR EROSION HAS PASSED. NRITTEN REGIS SHALL BE KEPT DOCUMENTING TIME RENEWS OF 7f ESE FAGITJ71ES la TIE ESC FAOLJ7ES ON /NAC71W 97ES SHALL BE INSPECTED AND MAINTAINED A A INIUM OF ONCE A MONTH 0 N NN 48 HOURS FO LOIMMG A STORM E f NT. 19. AT NO ME SHALL MORE THAN 1' OF SEGMENT BE MIMED 71) ACCUMULATE 1117P A CAI H BASIN. ALL CATCH 8ASNS ARID CONVEYANCE LINES SHALL BE GLEANED PIfiIIOR? TO PA VI NK' TIC CLEATING OPERATION SHALL NOT FLUSH T-- LADEN 1111 TER NW TIC DOWNSTREAM SYSTEM .2a MERE STRAW MULCH IS REQUIRED FO? TEMPORARY F.ROSICIN CONTROL, IT SMALL BE APPLIED AT A MINIMUM II410nNE55 O F 21. OFF -97E Suet /S MST BE KEPT CLEAN AT ALL 1irtS F DIRT IS DEPsO9r1ED ON 11€ PUBLIC SWEET Sl51EML THE STREET 91AL1 BE MEDIA 7EZ Y GiEANED RUTH POWER SWEEPER OR OUTER EQUIPMENT. ALL VEMCIES SHALL LEAVE PC SITE BY Nil Y OF DE CIONSTRN/CPCI N EN7RANCE AND 91411 BE CLEANED CF ALL DIRT THAT MOULD BE DEPOSITED ON 77E PUBLIC S'7REEIS *WI 1 - 1 19, Cale IRE II e PEc e.ZD OF PErliirr CEMTEP S THE BLUE LIN —, ► .GROUF=1 25 CENTRAL WAY, SUITE 400 KIRKLAND. WA 98033 P: 425.216.4051 F: 425.218.4052 WWW.THEBLUELINEGROUP.COM 1 3038 INTERURBAN AVE. SOUTH CITY OF TUKWILA WASHINGTON HOR!Z: 1=20"' VERT: N/A SCALE QTR TODD A. Cam PE PROJECT MANAGER - BEN RU111f DESIGNED BY FLAT° BASIOT11 DRAWN BY ..n.a : -- DATE INNOIRIA3b I wawa, ma Mal - wawa 410 earl IMAM Si101.21411100 Mk , I SOWN )17041306 1V dart VAS WO MAN elddW [ ov4 1 L°4___I I cm - 1 I OVA 1 Al W. Aft. Aft. 31W0 1r j . ww. i I0/i /t I wJwI l oI ON Il A A f .. C • . - �4 Q ty ^ - �:,i ` ". Ai l_ I E'I'Q'RE_ t :17" r t 119 .sae 141488W0eXt D4 -D5 5 9 ', 4 III 7 4. T • 170 , f \ 174 i !! i'" 174 17.4 r� iii•••••■•■•• ' ' - --�,. RAISE Rif TO MA1D1 PRCPOSED ELEVA MOIL 1110 ►l t ••• • 1 17.6 182 • . S r . -.: "' (REPLACE INTN ke LOCKING UD) 1 REMOVED) 1 N EW 12` It 11.44 (OUT -- W) P SEATTLE POWER / AND LIGHT R. O. W. • 1116 76 13.4 r•r_ - .1-', \r 1_7.5 17.7 1a1 \‘‘ 13.1 C ' .' *7 INTERURBAN AVE 5. SR 599 1 1 17.8 176 17 e W •. r 2 a . 1, S.. t► 1110 17.7 17 16.9 PROPOSED BUILDING Fr 1Z 9 (SEE DETA[. 16.6 • SEC 23 TWP 1 5N RGE 4E W.M. 1Z5 17.7 ' tf• AND T MV DINE e A ELEVATIONS MAY DE NV 1PE FIELD TO PROVIDE A MORE GRADUAL I SF, •1! f Y- 1 4-* SHEET 7 ti SCALE: 1 = 20 0 10 20 40 611.111#111111111111.J RP i's —.., . • I,� A I, .:„11 - Warr ■ftwommisa aftwoonumm...011111%., WOO • V 2 ". I , • 7 1, 1OP 16.5 TOP 17.0 TOE 142 »13.0 TOP TOE 16.0 4.2 TOP 15.95 TOE 5.2 IIIIII 111111 Pia rib TO MINI PIN MI - NI Nil -- 11111 NI NI I NI NI NW PM IR BOTTOM WOW — 6" DEPTH _ 6" SIDE SLR — 21 PS r ame BREAK 16.5 I :�. gra • w BID-FILTRATION SWALE SCALE~ 1 =10' 1, 1 I. Pi IP nM .VPSir teg *r• -tee 2' MIL 1RA n w SWALE 10e 1.5W i /<' r'A/ /,,1 /.;1. ).7 » BID - FILTRATION SWALE NOT 10 SCALE t UNDERGROUND UTILITY NOTE: IW MIST GILL MOT LESS MIMI 40 HOURS SOW MAMMON mar Atir tilt 111E LOCUM, r /0 00 '.ice WO MEAN WNW suRSslrniIC MAUR arils (tIP 10 mar nes casr aF AlEPAIRS 10 RE 1 y • f�irr r'C1'it'lvC'ct 1)y IIiC I':0)11L \); t„r . cantor: :lance wit h currLrit ( 1.` •ta1e:± �-;. ±,. .‘,:crra:.1/4.:e is subje0 to errors and (f• Violations of tci.�l:?r:i >rar..larc'� )L• or; iL.;ctces. 1 t, , re��?vn�ibiiit ihti: d.iign tests totally with the , :L zr�e'. .1.�.1�L►.��L:s, '_i, ?c:1:11:�� '.'t r:a :'..)iort; Co :!1s ± ..:',I . AS L � ti � :): _� ,'::1I t � � t acceptance .t lvi )L4. "L L1�11C :t!�.�r+J','.11. IS sub;etC iu field ins c.- :ti: +LL y _al Ivo Da' Lit2, • :ll5 - 4•41f0,4041,41,111.11011111•1•• NM Ph *Pi e41 rip CAUTION: =ANN IE F U11111ES MOM IS AIN rIT NOT BE ACLti10+1E OR All INCUMPIE IT IS ME CONwmcwars RESMISIBILITT 10 PORIOLE AS MIMED AM MID I r WCARVII W ~NES MDR 10 PROGRAM WM calsracriam r'ECEt`. 1: Cry z4. PE T C.E.\►'• EE ,9 pia ME SUSIIINE Maur THE BLUE LIF ' c3 WLJR 25 CENTRAL WAY. SUITE 400 K1RIO.AND, WA 99033 P: 425.216.4051 F: 425216.4052 W WW.THEBLUELINEGROUP.CON UTILITY PLAN INTERURBAN RETAIL 13038 INTERURBAN AVE. SOUTH CITY OF TUKWILA WASHINGTON HORIZ: r=20". VERT: N/A SCA LE pE I PROJECT MANAGER — NUMMI DESIGNED BY RA MO 8Ar1OTN DRAWN BY DATE no us Y stioaVAYV ANA 1110111 10110.1 110,1* q(LlCAI MN IVAN LLAMRNO? A110 MU WORM MC LOw QNO/3IA3!l t it 14 1 ', ,;(0 4.) r 4 • 4, t , T, (.$ '. 134-055 SWF • 5 Or 7 , al n , ,'T, L —' TO 6 lE 12.1 6 IE 15.50 s 0.0 -6" S =00 • EX. LIGHT POLE EX CROSSING 12� WAVER l TAdr AIEIER (TYP) 29` -1.5" WATER 14 PVC .., TO BE PLACED PRIOR TO DE7EN11 4 PIPE INSTALLATION PROPOSED BUILDING FF EL. 1Z9 EX. LIGHT POLE CONNECT NEW 6" b" IE .106 VERIFY LOCATION AND ELEVATIONS OF EX SSMH AND NOTIFY ENGINEER SANCUT AND RESTORE PAVEMENT PER OTY OF TUKINLA STANDARDS SA NCUT AND RES 8;5 -6 S=O. a asox I _ PAVEMEN PER an- OF TUKIIN.A I STANDARDS — - - - - -- _ � OUTFAIL TO EX B1OSWALE 18" 10!54 IN = 36 " DI A. METAL • SIGN POST SET IN 60" CIA. CONC. BASE W/ OUD LOCKING LID 10' PRIVATE S ARMS DRAINAGE EAS*IEN INTERCEPTOR (SEE DETAIL. MEET 7) SOLID L RA/SE RII 10 17.40 ,10' PRIVATE I TOIRM ' DRAINAGE EA,$MEN T CENTERED Ol'R PIPE • .19 0 0.56.1 - • E. P3 ,/ 4 . (REPLACE N/ TH SOLID LOCKING LID) F �r I 1• • . /I 1 t ;.• t.. T : i ? (TO BE REMOVED) I NEW 12" lE 11.44 (OUT - w) 1 i 11 -12 "0 0.27X ,r) • 54 SS 12" S0. 1 11.20 TYPE W/ w toc LID SEATTLE POWER /AND LIGHT R.O.W. . - -- - - 'OD. ------ 7 .�` Of. kr EX. UNDERGROUNC; EX 90/V TELEPHONE L INE - EX. 5' UTILITY EA SMEN T IU • T I • EX POWER V's La T - t SEC 23 TWP 7 5N INTERURBAN AVE S. 51? 599 • • • Rag . W' e WA , SEPARATOR O • • CURB • • AND GUTTER OW - A - RGE 4E 1 'EX. 12" WATER EX. OVERHEAD POWER ; ' ���'1 .I . EXISTING KING fgrTY II A�IE7R0 SEWER I � 111 . II l 11 1 WATER PRESSURE ZDNE 140 -150 W. SCALE: 1 = 20' " 0 .'10 20 40 ROUND. SOLD, LOCKING LID MARKED "DRAIN" W7H LOCKING 8OLTy STANDARD GALVANIZED STEPS TYPE 9 - 54" CA TL1"I BASIN OVERFLOW, EL 14.06 ELBOW EL 13.016 F11LE 9/76"• 111E3D 12 CA. VOT TOf1 PLATE Illy! 1- 13/16 CIS SHARP £9 DRILLED IN PLATE Q. 9t56 •• NOTE: ALL SEIM PIPE SNAIL IE CLASS 50 INNIMAit PVC ISAINIAS SCR Ai R MOW MOPE MOSE IM MO O 0 70 NOTE: AIL t3A1lII•A 70 SE MEIWIN LOWING IVIED ONES WAILESS ORIEMISE NOTE: AIL MIER OWE 91UL E DOME NON 0.A STANDARDS ar - NOTE: AIL SWIM ORAN APE MA S I SIMONS am SE REINFORCED COMEX APS N-12 MIMI N INN AIR SUCRE IRON CLASS SO o NNE UNDERGROUND UTILITY NOTE: s0./ war CAL NOT z_ HOURS D mamas EXMIA UNINNINOW10 MIMES ANY EE LOWE& FAURE 10 00 SO .. WAR - S CAUTION: LOCATION OF PISMO 1111111ES SWAN 6 APPRIONINAlE AND mrlr NOT S'ACCAeAE OR MIMIC /T Q AS NREM WAFT MARCH OF MAW PRIOR 10 CATCH BASIN G3 1 N 5240.1890 E 4254.8215 CB 164 N 5994.2674 E 4415.6737 G z TYPE I1 - 48" N 51134132 E 4146.1575 C TYPE 11 -48" N 5088.2777 E 41754836 CB 41,TYPE N -54" N 5149 2493 E 4227.7942 CB Ann 11 -54" N 51510434 E 4231.0495 LOCATIONS o 6, TYPE a -48" N 5139 8161 E 4381.5021 C8 7, TYPE 11 -54" N 50730834 E 4324.2494 G 4 TYPE II -54" N 5069.2886 E 4320.9937 CB 9 N 5056.9454 E 43054315 N 5105.3430 E 41453791 PLAN VIEW I. D p C 1 q 36" 1E 11.06 F F 4 • • CB 4, TYPE 11-54' • 1 ROUND � -`3 SOLID, LOCKING W MARKED RATA INiu Loaapx BOLM TOP ELEV. 16.910 DETDITION � s a d [612041;p PECET E0 t v - • . PEA ma CT ER 0- . �i • r . CURB .....". 1 al n , ,'T, L —' TO 6 lE 12.1 6 IE 15.50 s 0.0 -6" S =00 • EX. LIGHT POLE EX CROSSING 12� WAVER l TAdr AIEIER (TYP) 29` -1.5" WATER 14 PVC .., TO BE PLACED PRIOR TO DE7EN11 4 PIPE INSTALLATION PROPOSED BUILDING FF EL. 1Z9 EX. LIGHT POLE CONNECT NEW 6" b" IE .106 VERIFY LOCATION AND ELEVATIONS OF EX SSMH AND NOTIFY ENGINEER SANCUT AND RESTORE PAVEMENT PER OTY OF TUKINLA STANDARDS SA NCUT AND RES 8;5 -6 S=O. a asox I _ PAVEMEN PER an- OF TUKIIN.A I STANDARDS — - - - - -- _ � OUTFAIL TO EX B1OSWALE 18" 10!54 IN = 36 " DI A. METAL • SIGN POST SET IN 60" CIA. CONC. BASE W/ OUD LOCKING LID 10' PRIVATE S ARMS DRAINAGE EAS*IEN INTERCEPTOR (SEE DETAIL. MEET 7) SOLID L RA/SE RII 10 17.40 ,10' PRIVATE I TOIRM ' DRAINAGE EA,$MEN T CENTERED Ol'R PIPE • .19 0 0.56.1 - • E. P3 ,/ 4 . (REPLACE N/ TH SOLID LOCKING LID) F �r I 1• • . /I 1 t ;.• t.. T : i ? (TO BE REMOVED) I NEW 12" lE 11.44 (OUT - w) 1 i 11 -12 "0 0.27X ,r) • 54 SS 12" S0. 1 11.20 TYPE W/ w toc LID SEATTLE POWER /AND LIGHT R.O.W. . - -- - - 'OD. ------ 7 .�` Of. kr EX. UNDERGROUNC; EX 90/V TELEPHONE L INE - EX. 5' UTILITY EA SMEN T IU • T I • EX POWER V's La T - t SEC 23 TWP 7 5N INTERURBAN AVE S. 51? 599 • • • Rag . W' e WA , SEPARATOR O • • CURB • • AND GUTTER OW - A - RGE 4E 1 'EX. 12" WATER EX. OVERHEAD POWER ; ' ���'1 .I . EXISTING KING fgrTY II A�IE7R0 SEWER I � 111 . II l 11 1 WATER PRESSURE ZDNE 140 -150 W. SCALE: 1 = 20' " 0 .'10 20 40 ROUND. SOLD, LOCKING LID MARKED "DRAIN" W7H LOCKING 8OLTy STANDARD GALVANIZED STEPS TYPE 9 - 54" CA TL1"I BASIN OVERFLOW, EL 14.06 ELBOW EL 13.016 F11LE 9/76"• 111E3D 12 CA. VOT TOf1 PLATE Illy! 1- 13/16 CIS SHARP £9 DRILLED IN PLATE Q. 9t56 •• NOTE: ALL SEIM PIPE SNAIL IE CLASS 50 INNIMAit PVC ISAINIAS SCR Ai R MOW MOPE MOSE IM MO O 0 70 NOTE: AIL t3A1lII•A 70 SE MEIWIN LOWING IVIED ONES WAILESS ORIEMISE NOTE: AIL MIER OWE 91UL E DOME NON 0.A STANDARDS ar - NOTE: AIL SWIM ORAN APE MA S I SIMONS am SE REINFORCED COMEX APS N-12 MIMI N INN AIR SUCRE IRON CLASS SO o NNE UNDERGROUND UTILITY NOTE: s0./ war CAL NOT z_ HOURS D mamas EXMIA UNINNINOW10 MIMES ANY EE LOWE& FAURE 10 00 SO .. WAR - S CAUTION: LOCATION OF PISMO 1111111ES SWAN 6 APPRIONINAlE AND mrlr NOT S'ACCAeAE OR MIMIC /T Q AS NREM WAFT MARCH OF MAW PRIOR 10 CATCH BASIN G3 1 N 5240.1890 E 4254.8215 CB 164 N 5994.2674 E 4415.6737 G z TYPE I1 - 48" N 51134132 E 4146.1575 C TYPE 11 -48" N 5088.2777 E 41754836 CB 41,TYPE N -54" N 5149 2493 E 4227.7942 CB Ann 11 -54" N 51510434 E 4231.0495 LOCATIONS o 6, TYPE a -48" N 5139 8161 E 4381.5021 C8 7, TYPE 11 -54" N 50730834 E 4324.2494 G 4 TYPE II -54" N 5069.2886 E 4320.9937 CB 9 N 5056.9454 E 43054315 N 5105.3430 E 41453791 PLAN VIEW I. D p C 1 q 36" 1E 11.06 F F 4 • • CB 4, TYPE 11-54' • 1 ROUND � -`3 SOLID, LOCKING W MARKED RATA INiu Loaapx BOLM TOP ELEV. 16.910 DETDITION � s a d [612041;p PECET E0 t v - • . PEA ma CT ER 0- . �i • THE BLUE 1 I N ...., , Diwup 25 CENTRAL WAY. SUITE 400 KIRKLAND, WA 90033 P: 425_216.4051 F: 425.216.4052 INWW.THEBLUELINEGROUP.COM 130.38 INTERURBAN AVE. SOUTH CITY OF TUKWILA WASHINGTON HORIZ: rar20 VERT: 1'-5' .......-?-: SCALE 1000 A. COOK PE ' PROJECT MANAGER Bei RuNtaigo I = ./1•010.61°..: DESIGNED BY RAW 8411410171 0.-.. - • . ,IIIMMIr DRAWN BY r fOltefil5 1 DATE 1 REVISIONS 10/f3Y I SwM ML 1V L E' 4 . ►d v W1 I w� i Al W• Wf Ift1 MIS 1 1 - 11 WO _ f-' k k Z • ON •. • ��' �� pal, 04-055 serr 415 Or 7. tie • 20 10 •••••••■ I- 20 70 18 1E 00 DC 54" SEVER IE 81 0 0.50X ; .... .... .. . . ..... . •1•■■••• •,.••■•• 16r-12" • azsx TYPE I- L 70P 17.25 - 12' 1E lag* in 0 20 1 1 0 • • • 0 - - - 39!_1!1P • assx 1 _+_______77- LID yn 11-48 L ••■■•■•••• ■••■•••• ..■•••= ■••■• Sr a MOO 5 • 4.00X %M E030 • SEC 23 TWP 75N ••••••■•• • L TOP 17.30 12" IE 11.16 EX 12" WA CONTRACTOR POTHOLE PRIOR STRUClION AND THE BLUEUNE GROUP OF ELEVA1ION TO ENSURE PROPER CLEARANCE& t EX 18" SEVER trri 54 -8. SEWER (10 BE ABANDONED) 80-12" 0 asox TYPE II-54" MO 16.90 12IE 11.56 IE 11.06 • W TOP 16.90 12"'IE 11.56 36" IE 11.06 RGE 4E W.M. II-54" ING UP • 26 0 0.19X •••••••■•• .•••••••• •••■•••••• L TIP 160± 12' E 11.36 • Jap rasp - 12 - a maw re it mai oti-se0 Jr n_os gur-Nw4 Ce IA IV SCUD LOCKING LV TOP 16.9t 12" E 11.41 ••■•••••• ■•■••• 41•■•■•• awn! - _ - 5L12" • 0.00X 'V: ________ I 4" PVC 'SLEEVE FOR WA SERVICE UNES IE 9.56 EXISTING ND ELEVATION OVER PIPE I EX. CB 125A REPLACE INLET W/ SOW LID TOP 14.94 . 6" 1E 11.64 (1A1-NE) 6 IC 11.44 (1,4-SE) 10" 1E 11.34 (OUT-SW) • 00 BE REMOVED) 12 E 11.44 (OUT vo9 11 0 4227X DETENTION PIPE - 123 0 0.00X 0 ■*: -■••■•■■•■■•••■, ••••••■■•• 5.-72- • 0.00x STORM A SCALE: '7" 20' HORZ. 17"=5 .•■••■•■ 711P 14.80 12 E 12.03 ir IE 1233 S TO RM C SCALE: 1 6 =20' HORZ. r 6 = s' war. 20 -ICI ... eV" 'T TOP 16.30 12" It 11.56 (W-NE) ; 12 E 11.56 (IN-SW) 36 1-1.46 (OUT-N1V) EX. 161"-69QSOX 3 Filvt 13 SCALE: I N =20' HORZ. 7 VERT. TOP 16.30 12" E 11.56 (IN-NE) 12" If 11.56 (IN-SW) 36 IE (our-Niv W TYPE II- ••■•4•■• •■••■••• 1...■••■ ••••••••■• ••••••■■•• 01 '....1••••r•o • ,••••••• ••••••■•••■- •-••••••■ -••••■ .alass.o•-••■....orvi•■••••••■■• •-•--•■■••-•••■ • •-•■••, ..1=1111.1. 4111111.111. EX. CB Top 12.84 8" 1( 11.59 (IN) 6 If 11.39 (OUT) 20 Vc4- ( s - ioutr 3 RECENED Crry OF rt."'CWILA ;%,„ • -••■ PEAMIT C.E. 020115 it ILAIMUME GUMP -•••••-• •••••••••••• SIZING CHART DESIGN FORMULA: CMIZIZIZEMICM Number Of Meals x Waste Flow x Retention x Storage = Capacity Per Peak Hours Rate Time Factor In Gallons BTT'_1•B=11116 76EEN rar'�l A ®111=1110 r=1 cr.me • 6161.. 61 i , - r}Z•• alt''- rro.:r[ *., ,'_TErL'£mnr TTIM (Ti£x.1rIrtglraFrliit£?1'TTPIr 'Firm I liF iii >FfiiFTalIFFraliF71iiF818111WinnTZ '.T•IIIr£r'7t iFri 'i [Tr"if 'if?ir51141 rTI Allhil "S, i n •. 87cMr' 1[71i[71111111Cf1:1111Fit'i rii2 • •. - ' Era i7"ifZ1111I � or >,7® IllErillltrall111 11S1112LiiMEM MINNIIIIII • r2sTEr=ini liE iitltgJiIILVi ®Liss itlGtiIII iEiKinnGUAMLAMtt ®Emasream mum UMti3i ELM Ur iEiIL+iLain 21", ®ES6T7[ramama r-T' ®m METER SIZE 1 -1/2•• 2" !Dimension A' 13.25" 17.25" or 15 50" Dimension B - Riser Height 12", 15 ". 18", 21", 24 ". 2T' 12 ". 15 ". 18 ". 21", 24 ", 27" Dimension C - Nominal pipe size of inlet and outlet 1 -1/2" 21.50" 2" 26 63" Dimension D' Pp '6. of 61 To AGAIN I • FPC.S•'EO GROUND LINE w , u . rnTe� • y, S r•C)SE AN CW. S' _'I.)4T� "l14•i' :llc•`F+A F _ •i•1,164, a t .' '•F` 7,.,r N; : -11 .' -•\` :: i - V _ 96) 7 1*NE . .IS" ay!, • 5 -: •.• >'�. at` . :1• . > \� ' •09 61 [ 'L>r .8CvE GPACt L'. Et , ",E ,.F Nor? .F 6161,: P : 1. R 6161 . '_ , 6, 0 . 4 0 E • 'al • to•I OF \;` UF AN J ?TFH ti AL: rC •I iIYDEiAV' S'WL! :IE L. ,CA nc10o•: 1- ': ;E.; 6161 -+' _' ,ti a. .'2 =A: r•u4.^.• •• - PAW ALL: OCa'E : OR ' . Rlv'Sf. A' A f °•.'L 'i , i'QC 1EC SI••A :L _.•! t 7;1141-: •5 ':r +aL 4,∎ • A.i`.•. ._' •.`�c �' , :r.��.N i3.'��.) I''2''. A:1 .•Y1. : AN'': -04A, • rA i'Alh`I.11• m- ?'J\:` _I�AT� : -.r KI• :; c_,JA, :f,S I `. "'. ' r SF'• :! i:.'+;G • ! 1.`W e i i•t c Ml ' 7 1 I. LER 3T - 4:3 :'fl rL ' M nA.L',`h r''' :5+5 A' L'I `•:V •.V. .• 3 \ "; :E•AI _ ' -U \t r.' r \': .L' a ti:'E = .' „ �i.a r.'0 4s <e 54 C.tAL I - 'I . ALP rif �;ill)V : Yt" ANL` :>•,AI •+a. E A i. I1. � 'c r C '• I . H -11A,64- A I !' r r 1 . Anl 0: T ,, t V ,6161 a nl• •N H•'r Y AR._'1� F I � 6161 E W - M ,- _ _ 'E F � :- , tic'h• • , ca t • c • 'i rc �. -! :' -_ "II..q� A� r'R_ !I •' A } ` i > t. -•) :z '\ A Vi �� , -I- IL I�' ,76 . - . '\.'11 TE- LL,3R!`:a h'N Si L�A'J ,�.�. .F I. c .7 LL' H' Pf. C. 1. f '' �•. \' �}f A '� c 7c F!7P L;!•AJrF I:' : •IFSE T AN '"ARE'S •4• ESN' : *- < >� rEC, �, -61 .�-� C rte• ?.Y Tl[/t 3+4" OR 1" PARTS LIST: 2C I SCE, o, rte. VIN • .w:[`•.' 7.1'01 Imasisimei \ ' - \ \ - -- -- - 1 ' ' .mot r ._ •.'r' .. %*'. City of Tukwila 6' 064 7;r LE r N. 1r• w,r� _. C3JDL MUELLER 1110 X ANGLE STOP - BALL 1 - I OR j'4 CORD STOP -ELL 'A :La ;`CE J'rTH FEMALE IRON PIPE THREAC '-ESE S. -ah AA rS - 'YV'E K COPPER .I{ 6106 / -- CA 'iC" II % [CL•. '' • ,• 1. r, • • r "- • 1 L y'-..,.. )n�_... •t v05 1 F;RE HYDRANT - ASSEMBLY AND SETTING SMEC' WS-13 R E .S IO., ._ 61^ •. J I , ";;vA:- _ 3 SI-'E CN LPE. B- SHELTON A METER INSTA,LED BY GT . "YPE K 2004 ar'•'E PVC • P'^■ - ET1+rLENE NOTES: 1 `ER E;JXES :' SICE AND DRvE'NA' - S VWERE OSS :SLE USE c..EAN 5. 'iv MINAS cp:; 3 - - 1 E ROCK B A C K 7 . - I L L AR0'„•i COP S?: P A : METER 34s OR 1" WS-01 • madam OETEC*A6&E IPARNING P% AREA SW1LI. Be ' YELLOW M COMPLIANCE s MINIM ST, SPEC 1 3(3} . 4°: PLAN C OUIVIIIMON VIRPOIWiTED DOMES PEE NM OrleCTAR,E WPM= Rumen wow I 1N' :N: TO SERVICE v.• C 3•'a,E .1 NOTES: 1 DROP PIPING T:1 BE SAME SIZE AS INTERCEI SEWER 2 BACKf IL I WI I H COMPACTED MATERIAL 3 CLASS 50 DIJCTII E IRON PIPE ONLY 4 CONCRETE. CLASS 5 (1 - 1/2) CEMENT 5 SACK MIX WITH 1 -1/2" AGGREGATE 5 SEE SS 08 FOR ACCESS AND CHANNEL IZATION 6 SEE SS -13 FOR STEP DETAIL t A t Slf' 2' i Ss• 'J 1Q C T1ir 9w• o >Nr L� .l. 1 i - r I61 11. I Ell F J0}NT V rQ ONE II'NGTH TO SOLID BE &RING MATERLAL WF4E N SPAN IS MOM_ THAN 4' 1• S' MIN City of Tukwila SHEET r KOR N SEAL tf_>" BLIND FLANGE WITH STAINLESS STEEL BOLTS TEF PIPE REVISION II: 08.03 24' APPROVAL B. SHELTON CHANNELEIATION SS-10 Ex1S - ING AVFW'A 1171/AX TO -Pr MM LIP C DZPAcN E SIDENALN 6 '! -*C•KENE: EDGE ril =JAB W. URNS S' X i LAAIYANG REOURED RAMP AHC 4t'PROACI•-ES SHALL BE CLEAR Or OBSTACLES INCL.-LONG HYDRANTS_ DOLES ANE. :NLE - S 2 RAN= _ ` SHALL BE PEF 'O OR RADIAL T^ ^ ir _IRS RE 'LRA UN�� - "EgWISE SSE:;- E.^. Ba'' EN-;•^EER MA LI V SLOPE •ALL. BE '2 ' 3 :: u.L OE : _>,:= shS10. JON-S AFE FEOJ+FEC O EACi•: SVE- O= - -taw ANC SN.AL; BE 4 7 C =i_IAK IN GENERA. S. IN%.`K PDR7ION 4 -:► ;&v:75 SHALL BE .'"LACE: ':# R RA.7' S Cal 40-- cP.AL STREETS OP aS S_ - . 1110111ETwcvIEw MANHOLE DROP CONNECTION L e' - ACCFSS cN • J STEP NOT TO SCALE r SEC 23 TWP 15N RGE 4E MEIN i RA&E 6 GRAI F PER MOOT SI PLAN B 2A 7 1 r INLET DETAIL SECTION A-A l• 7 ,1.7 r CURB AND GUTTE R - (SEE DE TN( RSOMI POURFO IN PLACE CEMENT CONCRETE cuRB AND GLITTER PREMOLDEO JOINT FILLER REBAR LAYOUT NOT TO SCALE City of Tukwila CURB AND GUTTER CATCH BASIN SURROUND SHEET - RS -27 REVISNOFI PI: 08.03 APPROVAL. B. SHELTON i 1. THE EROSION PREbEN71 W ARID SEDIMENT COW7ROL (ESC) MEASURES ON THE APPROVED PLANS ARE MINIMUM IREOUIREMEN7S 2. BEFORE BEGINNING ANY COVS7RUCT10N ACTT LATES ES' "ZUSH THE CLEARING LIMITS INSTALL CONSTRUCTION ENTRANCE: AM INSTALL ERO90N PREVENTION AND SEDIMENT CONTROL MEASURES. • BEFORE ANY GROUND DISTURBANCE OCCUn ALL DOMMNSTREAMI EROSION PREVENTION AND SEDIMIENT C NIROL MEASURES (ESC) MIST BE CONSTRUCTED AND NV Or'ERA 710 N. INSTALL AND MANTAN ALL ESC MEASURES ACCORDING 70 THE ESC PLAN. 4. ESC MEASURE Sy INCLUDING ALL PERIME7ER CONTROLS 9IALL REMAIN N PLACE UNIX, FWAL 971E CONSTRUCTION IS COMPLETED AND f-f IIANENT STABUZATIOV Is ESTABLISHED. 5. FROM MAY 1 THROUGH SEPTEMBER R 3 , PROVIDE TEMPORARY AND PERMANENT COVER AIEASURES TO PROTECT DISTURBED AREAS THAT NULL REMAIN UNWORKED FOR SEVEN DAYS OR MORE 6. FROM OCTOBER 1 THROUGH APRIL• 30 PROVIDE TEMPORARY AND PERMANENT COVER AEAAS7/RES TO PROTECT DISTURBED AREAS THAT MILL REMAIN UM W:IRKED FOR TWO DAYS OR MORE N ADOI71aW TO COVER MEASURES ME CONTRACTOR SHALL: A PROTECT STOCKPNES AND STEEP CUT AID RU_ SLOPES F UNNUARKED FOR MORE THAN 12 HOURS B. STOCKPILE ON 97E ENOUGH COVER MATERIALS 7L) COVER ALL DISIURIED AREAS C. BY OCTOBER $ SEED ALL AREAS THAT NtL REMAIN U WORKED DUMPING THE NET SEASON (OCTOBER 1 THROUGH APRIL 30) MULCH ALL SEEDED AREAS 7. FAILURE TO MANTAN ESC MEASURES IN ACCORDANCE N17H THE APPROVED MAN 1ENANCE SCHEDULE EIXLE MAY RESULT N THE WORK BEING PERFORMED AT 7HE DIRL OF THE DIRECTOR AID ADD AS A LIKEN AGANVST THE PROPERTY II HERE SUCH FACILITIES ARE LOCATED. a DURING THE LEE OF THE PROIIECT, THE PM/MU PM/M SHALL MANTAN N GOOD COMMON AND PROMPTLY REPAIR; RESTORE OR REPLACE ALL GRADE St RFACM HALLS, DRAMS DAYS, STRUCTURE$ VEGETA110t4 EROSION AND SEDISIDIT CONTROL MEASURES AND OTHER PROTECTIVE DEVICES N ACCORDANCE WIN APPROVED PLANS 9. IE PERMI77EE 9IALL. MONITOR R THE DOWNSTREAM DRAINAGE FEA 7URM AND 9IALL. NITH 71,E DIRECTOR'S APPROVAL. RDIIOVE ALL SEDIMENT DEPOSITION RESULTING FROM PROJECT-RELATED WORK ICI ALL MORK PERFORMED SHALL BE PER APPROVED PLANS A IFI A 71IpINS O L Y. THE PEJRMINT7EE IS REQUIRED 707 MAINTAIN A SET or APPROVED PLANS ARID S EOFI A DONS AND ASSOCIATED PEIIrN75 ON THE JOB 97E Wail( SHALL BE N ACCORDANCE NTH ALL FEDERAL. STA 1E, ARID LOCAL LANG. 11. AS THE FIRST ORDER OF BuSavEsa THE PER IT7EF SHALL INSTALL EROSION PREVOV7XXV AND SEDIMENT CONTROL MEASURES PER THE ESC ARID SHALL INSTALL. DE OlaiiNSTREAN 7E]IFMG1RARY ESC MEASURES BEFORE ANY 91E DISTURBANCE =MS BEFORE DE IEIEla7ARY WARMS ARE REMOVED, INSTALL AND ESTABLISH THE LAaS7REAY PERmANDIT ESC 12 THE PERYTTEF SHALL AT ALL 11ES PROTECT SENSITIVE AREA. 1HE7? 81.0FER ARID A JAa NT PIRVATE PROPERTIES AND PUBLIC RIGHTS-OF-MY OR EASEMENTS FR I DAMrAGE DURING GRADING OPERA TIO NS DE PIERMr>7EF SHALL RESTORE* 10 THE STANDARDS IN EFFECT AT NE 11rE' OF' THE I~ • Or THE PvaI7; •SENSI ?bf ANE'AS, DER BUFFERS. AND PUBIJC AND PRIVATE' >E PM E.R TIES A110 ONPROWAIENTS DAMAGED 8Y 11E PEMIITTEES OPERATIONS 1I PERROTTE SHALL ARRANGE FOR AND COMPLY' WITH /NE FOILOWNQ A INTONE)' DE PUBLIC ACS DEPARTMENT 'MN 48 MRS F(ILOrIIN" INSTALLATION Or ESC MEASURES a OBTAIN PUMN59O11 IIl /E7/IS FROM I PUBLIC WORKS C PAIRAENT PMT 70 WOOFING RE ESC PLAN C warms ARL ROAD DIL MNAIiE SISTOIS. SWAM EMI amrmsE s s1EMx Cn11TRa MEASURES ARID OVER FACILITIES AS WARM i111 T LX FLAK is REPAIR ANY SILTATION W 131109011 pK1ACE5 TO AQ ONNIC PROPERTIES AND iE FAMINES S ECT I >D RHE /IPPROIED ESC IISPECTION saffpull AND SINCE HEEDED ITEPIreS INNEDATELr_ ALL WON DC01 NI1131r �� 11 SKIRL NEE? OR DICEED /al APPIUMILE = Ms Dri s o .- fir DEEP All WENDS WEN StS1E16 a pow^ pax MEP OPT AM TEIEPHOWE & l E INK A 1N_llIr WIN A Stlwaraw NOTIMMIL SEPAIMilaw /' OVER UNTIONNAND wla 1 ITT ALL LoosTIQES Colas ION/ M, '!► IND IMES 011• AMC 110M4S-OF-1111111Y iM EASE11191115 /OAR / WPWIL T !AMOR NIP W. M. DIMENSIONS NOTES: 1 METERS TO BE SUPPLIED AND SET BY THE CITY. 2. METER BOX SUPPLIED BY PERMITEE 3. METER SE TTER TO BE APPROVED BY THE CITY INSPECTOR PRIOR TO BACKFILL . 4. REFER TO CHAPTER 7 OF THE STANDARDS 'CONTACT PUBLIC WORKS OPERATIONS FOR PREFERRED SPACING City of Tukwila SHEET: REVISION m: APPROVAL: A 'I D 08.03 METER 1 -112" AND 2" SETTER B. SHELTON WS -02 NOT TO SCALE 1. ALL MO RK PERFORMED ED SHALL BE PER APPROVED PLANS AND SPECI '7CA IRONS ONLY. 7HE PERAN NEE IS REQUIRED 70 MANTAI N A SET OF APPROVED PLAN S'ECIFICA VEINS` AND ASSOCIATED PERMITS TS OW THE JOB 97E WORK 9IALL BE PERFOIRMED IN ACCORDANCE MITH ALL FEDERAL, STATE AND LOCAL LAMS PERMI1111 SHALL APPLY FOR A REW9ON FOR ANY WORK NOT ACCORDING 10 711E APPROVED PLANS 2 PERIHTEE /COVTRACTO'? SHALL ARRANGE A PRE ONSTRUC71QV CONFERENCE NTH THE arts RNSPECTO?(S) POLO? TO BEGMMMNMNVG ANY WORK. .1 WORK N ROADWAYS A. ALL WORK IN ROADWAYS SHALL MEET MC 11 AND THE FO LOMINGti B. PRIOR TO ANY ACTIVITY N CITY RIGHT-OF-WAY, THE PERMTIEE 9IALL PROVIDE THE an A TRAFFIC CONTROL PLAN FOR REVERY AND APPROVAL. THE TRAFFIC CONTROL PLAN 9IALL INCLUDE THE LOCATION, ADDRESS AND DESCRIPTION OF TRAFFIC FLOW DURING 7HE WOK AND SHALL MEET MU= REQUIREMENTS. c ALL WORK REQUIRI VG LANE CLOSURES MUST BE BY PERMIT ONLY FROM THE THIRD THURSDAY N NOVEMBER TO THE FO•LOIINVG JANUARY 2AD, THE DIRECTOR DOES NOT ALLOW LANE CLOSURES IV THE TIACIIIL.A URBAN CEINTER. D. FARE PEDESTRIAN, AND VEHICULAR ACS 70 BUILDINGS SHALL BE MANTANIED AT ALL 1TAIES EXCEPT WHEN PERMIT -TEE HAS PERMIS9OV FROM THE BUMLDIMG ONNER AND THE DIRECTOR 70 aOSE AN ACCESS E ALL ROAD WA Y5 9IALL BE KEPT FREE OF DIRT AND DEBRIS USING STREET SWEEPERS USE OF WATER TRUCKS FAX? aEMANIG ROADWA Ys REoL RES VAL Mu THE DIRECTOR F. INSTALL STEEL PLATES OVER ANY TRENCH, AT ANY TMIE KIRK IS STW'PED AND THE 11REMCH IS LEFT OPEN. 1. ALL AETHOOS AND MA7EIALS SHALL MEET CITY OF 17.NI to DEVELOPMENT GUIVELPIES ARID DESIGN AND CONSTRUCTION STANDARDS AND THE CURRANT HANG COUNTY 9IMRFACE WADY DESIGN MANUAL, UNLESS OTHERWISE APPROVED. 2 MARK ALL STORM DRAIN NETS WITH 'bIL.W NO WASTE' AND EIDER 71RAMS TO STREAMS. - DRAINS TO WETLANDS': OR TRAINS TO GROUNDWATER", AS APPLICABLE .1 DRIVEWAY Cu VERTS SHALL BE OF SUFFAC'ENT LENGTH 70 PROVIDE A MINIM 1 SLOPE FROM THE EDGE OF THE DRIVEWAY TV THE BOTTOM OF DE DITCH. CULVERTS SHALL HAVE BEVELED END SECTIONS THAT MATCH DE Sim SLOPE 4 SPIGLE FAME Y RESIDENCES CONSTRUCTED ON LOTS CREATED BY SLWb ION MIST PROVIDE DOWN SPOUT IIFi 1R41TOW SHOWN ON DE APF"MROIIED PLANS 5. COQRDLNA iF FINAL STUB-OJT LOGIN DONS IWTH THE UTU1OES INSPECTOR. PROS A NNRE OR oTHER DETECTION Oew E AND mum S1L a -CPT LOCA D N 1177H A 5-FOOT 2x4 STAKE BURIED 4-FEET AND LABE1ED 'STOW' OR 'DRAIN I. THE CONTRACTOR STALL INSTALL GATE STOPS WATER SERVICE LIES, AND "MRS. THE OTY OF TLJKIRA NRL IINSTA!LL THE ME7ERS 2 PRESSURE TEST ALL INTER MA016 AND APRANTENANCES. S FLUSH AND D S MFECT AE• CLEANED, OR REPAIRED AM TER MANS. 4. INSTALL RESTRAINED .DINTS AT ALL DENA 112M ANO OVER DIRECTION CHANXaE ► 5. ALL NM TER MIA/N1S SMALL HAVE A BLOW-OFF ASSEMBLY AT LOW PST AND AN AR MCLAIN RELIEF b LIE AT POCH POINT OF AMOK 9 INSTALL FOME ?AMMO ASSEMBLY r SO IT STANDS PLUMP RIND SO THAT DE LOWEST CITERET IS AT 18' 91501E RE FED cum PE *SMELT 90111. MAW E A (FAR ZONE AROUND NAT Or AT LEAST it AND DIE ~VP PORT SNAIL FACE STREET OR FIRE' ACCESS 7: DE I rTT/1 LL LR Or A FITE LAE awta PIEWInTros OEM( INSTALLED MITSVE WE BLADING ARID wiDETWITOMD. SHALL HAW A LE1E L I CSI 1.E or EXIONETINCY OR A LE 1E1 U CL0KRICTOR'S CERTE#UII E t r CarlE7 cr. F WE 1167ALLER 6 ORTYIENT MOW VIE MOWN/ PlIEWERTION aE9GNt RE MISTAGLED ouST STANK 9111 AND DAM TIE PLANS NS M ADDIDOIN 10 if DE 'S sow. 9061111101E ARID ONE a MULL on TER oilse cIDOSSNC 5E118, LIES SO i T AE 8D'T=2 Or DE owlet 6966 6 AT LEAST MD AGES AS ME AE 1.O' Cir W!E .SE• LOCAME ALL SECT= Or NIA PIE SD AMT /'MS ograra i'IS mac if snot ANNE AT if aoassam. INISMNLAWN IOW MEOW WSW ;StlO I FER if MUER AND 11E1119, PPE JR VISZIEL MVP 3iORv I ES AT war w NET ND RITDtI[x alE16111181 EMI 10 EWE MN TNT =SIM Lia INTSIPOSED SE1M - AT LEAST TD /TOTE'S AIME91E"POP O<A SOW 1. INLET am - a- VENT PIPES 1• OIM 'A' PLAN VIEW ADJUST 1U L;RAUL ` _.�■ifit_ J`N61�L III IN I OK ON 110 IMO 1.1. al.11M, NM Mg 61661_ Po L 4 rr 1• TYP GROUT ALL AROUND SOTH SIDES RCN 215 LENGTH Ill LENGTH SECTION A NOTES: 1 REFER TO CHAPTER 8 OF THESE STANDARDS 2 CONCRETE: 28 DAY COMPRESSIVE STRENGTH fc .4500 PSI 3 REBAR: ASTM A GRADE 60. 4 MESH: ASTM A -185 GRADE 65. 4 DESIGN: ACI-318-83 BUIILDING CODE ASTM C -857 "MINIMUM STRUCTURAL DESIGN LOADING FOR MONOLITHIC OR SECTIONAL PRECAST CONCRETE WATER AND WASTEWATER STRUCTURES ". 5 LOADS' 1420 TRUCK WHEEL WITH 30% IMPACT PER AASHTO 6 FILL WTH CLEAN WATER PRIOR TO START UP OF SYSTEM 7 CONTRACTOR TO SUPPLY & INSTALL ALL PIPING 3 SAMPLING TEES. 8 ONLY GRAY WATER, EXCEPT DISHWASHERS. BLACK WATER SHALL BE CARRIED BY SEPARATE SIDE SEWER. SHEET. REVISION m: 08.03 SINGLE VAULT WITH DOUBLE BAFFLE APPROVAL B. SHELTON 1. AT LEAST ONE MEEK BEFORE BEGINNING CONSTRUCTION, CONTACT PUBLIC WORKS UTILITIES INSPECTOR AND SCHEDULE A PRECIONSTRUCTON MEETING: 2. NOTIFY THE UTILITIES INSPECTOR AT 206 - 433 -0179 AT LEAST 48 HOiURS (2 WORKING DAYS) BEFORE STARTING PROJECT 9TE *MK. REQUEST A PUBLIC WOWS UTILITY INSPECTION AT LEAST 24 HOURS ( 1 !WORKING DAY) NV 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 5L THE CONTRACTOR SHALL HAVE THE POINT(S) AND CON ITICIn 7HE APPROVED PLAN AND A CURRETIT COY OF CITY CIF 7UCNIA DEVELOPMENT GUIDELINES AND DESIGN f ARID COMSTRUCIKIN STANDARDS AVAILABLE AT THE JOB SITE: 6. ALL NCXRK 9IALL CONFORM 70 THESE APPROVED DRAWINGS ANY CHANGE'S FROM THE APPROVED PLANS REQUIRE PRE-APPROVAL FROM THE GAMER, THE ENGINEER. AND ME aTY Or TUKIIKA. 7. ALL METHODS AND MA1EINALS SHALL MEET CITY OF TUKNtA DEVELOPMENT GUIDELINES AND DESIGN AND CONSTRUCTION STANDAR= (MESS OTHERN/SE APPROVED BY THE PUBLIC WORKS DIRECTOR a CONTRACTOR SMALL MAINTAIN A CURRENT SET OF RECORD DRAWINGS ON -97E 9. CONTRACTOR SHALL PROVIDE REC(7RD DRAWINGS PRIOR TO PROTECT FINAL APPROVAL 1a CONTRACTOR SHALL PMRIOVDE TRAFFIC CONTROL AND STREET MAINTENANCE PLAN FOR PUNIC MORKS APPROVAL BEFORE I EMENTA TX'MIIL 11. ALL S.IRVflING FOR PUBIC FAOLI7ES SHALL BE DONE LNMDIER THE DRECTAOV OF A WASHIPIGT1'V LJCE7VSED LAND SURVEYOR VERTICAL DATUM SHALL BE NANO 1919[ FO? PROECTS IM1HN A FLOOD CONTROL IONE; THE PERMITTEa STALL PROVIDE CONVERSION CALaAA TMOVS TO NGVD 1929. HORIZONTAL DA IGMI SHALL BE STA 1E PLANE C10ORDMV4 its 12 DIE copORAcn 1 SHALL REPLACE OR RRaOICA Tt SIGNS D GED OR REMOVED DUE TO coms7RuclioN. TUX aPiet 01 Examileg TAI' -9O S M PLANS CONITIMITS TIMIII!T ,STALE X01221 PR. mai ILL STDOWIVE MM DAME. STI ALL E VOTED N A AMC 24' OIL LOCKING ' 4 COVER AIR • LiAS TIGHT 3 PLCS (2 PLCS ON ST7 -CA) 3 a OUTLET GREASE INTERCEPTOR SS-14 T 1. ALL METHODS AND MATERIALS SHALL MEET OTY OF TUKWILA DEVELOPMENT GIADEUNES AND DESIGN AND CONSTRUCTION STANDA R= UPAESS OTiFIERINSE APPROVED. 2 THE CONTRACTOR SHALL MARK THE BIND OF THE S[E SEINER; NM( THE PROPERTY UNE WTH A 4 FOOT PRESSURE TREATED 2 X 4, BURIED N THE GROUND 4 Fat THE BURIED END SHALL HAVE A 2 X 4 CLEAT NAILED TO IT 70 PREVENT WITHDRAWAL Cr THE STAKE THE DPOSED 1- -TENET SHALL BE PANTED TRAFFIC YELLOW AND THE DEPTH TO THE SIDE SEWER OR TEE SHALL BE IND CA TED N BLACK PANT_ I IRIS TALL SANITARY SEWER LAMES AT LEAST 10 FEET HORIZONTALLY. MEOWED EDGE TO EDP & mom ANY CCISIIIMG OR PROPOSED 164 TER 2APPL Y AND AT LEAST 18 NOES BELOW DE 6017091 OF A INTER LINE NMHEN ACI7NTY IS (.A TTEN ED. /INSTALL A SMOMf NTH/ MNRA/ I11O-1V01 LETTERS STATING PE)alITTEE O l COMPANY NAME E; AND DAY AND EVEAING PHONE NUMBERS. LYE 11.0&140 2 INSTALL BARRICADES. SICN NIIRMIAMD UGHTS AND SAFETY DEVICES SUFFICIENT TO NOTIFY PIIQAIC OF OBSTRUCTION OR TRAFFIC HAZARD. DEVICES MIST IEMMMN (AM THE OBSTRUCTION INS CLEARED AND RE HT -G- NM r IS IE'ST TMC 17.0E 17U A. .s MAINTAIN ALUSS 10 FIiMUE STATION ARE HyDRANIX AI RE E'SCAPM AND ENE FIGHTING EOuIlOIT.. AMC 1i GQ *i 4 NINA HAIMt ACCESS TO PRCPERTY ADJOINING EACJIMITION OR 97E WORK PE c:':_ 3L PRESERIE AND PROTECT ALL PROPERTY' ADJOINING £ 4 M MON OR 9111 ROW i. E RES7011E DISTUNDANCE 1.0 POW 1E AND FLAW PlopERTE TM11C 11_08.220a . . 7_ cansavaz +ar SRII?1E'1' isawrons AND waters REWIRES RE aECiO!'S ca; A LJCEN ED SN/?1E1OR 9IM LL REPLACE COSTUMED NOINUMENTS AND ININMERS a ampty SPi AIL STATE AND an LAM AM PDOCEIDIMIES 10 Pi11DEICT AMC RIM AR OVER /WO NOSE PaisMOTL 11.012Ta E Ai'DILL TEMPOIMITY SNaR UT tO CUM Row F PtElaiwCia 6 /LOOM 1K MM?M RANIPED TO anon= Or SLOE' 10 memo. ar .2045 DE ,118111E AMP NOT TO *CALF M LA BLUE LIN C3RC]UP 25 CENTRAL WAY, SUITE 400 KIRKLAND, WA 99033 P: 425216.4051 F: 425.216.4052 WWW.THEBLUELINEGROUP.COM HORIZ: N/A SCALE =DA ME1IQ PE PROJECT MANAGER LEN R U7Kows ► DESIGNED BY RAlW BA/INbrn DRAWN BY 10/0/4 DATE Q 4 • O a 1 0 i • VERT: N/A .mil'•' -... Ammemommormt. n . . • AmMemmwm. - : - cites' c 21 :- s ,a/D /O5 04 -055 7 or 7 z 4 LEGAL DESCRIPTION: PARCEL A: THAT PORTION OF THE STEPHEN FOSTER DONATION CLAIM NO. 38, INSECTION 15, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M., DESCRIBED AS FOLLOWS: BEGINNING AT A PAINT WHICH BEARS N 40'01'05" W, 920.15 FEET FROM A MONUMENT AT THE POINT OF INTERSECTION OF A CURVE ON THE CENTER UNE OF THEDUWAMISH- RENTON .UNCTION ROAD SAID PAINT OF INTERSECTION BEING APPROXIMA TEL Y'1, 000 FEET EAST AND 20 FEET SOUTH OF THE QUARTER CORNER BETWEEN SECTIONS 14 AND 15, SAID TOWNSHIP 23; THENCE N 4924'00" W 835.00 FEET ON A UNE PARALLEL TO AND 150 FEET NORTHEASTERL 1'C)F THE CENTER LINE OF SAID DUWAHISH- RENTON JUNCTION ROAD, TO A POINT WHICH BEARSN 8144'15 E, 199.17 FEET FROMI THE POINT OF CURVE ON THE CENTER LINE OF SAID DUWAMISH- RENTON JUNCTION ROAD, SAID PAINT OF CURVE BEING APPROXIMATELY 1,200 FEET NORTH AND 440 FEET WEST OF THE QUARTER CORNER BETWEEN SAID SECTIONS 14 AND 15; THENCE S 4036'00" W, 20 FEET TO THE NORTHEASTERLY MARGIN OF THE RIGHT-OF-WAY OF THEPUGET SOUND ELECTRIC RAILWAY; THENCE N 4924'00" W ALONG SAID RIGHT - -OF- WAY 408.29 FEET TO THE TRUE POINT OF BEGINNING THENCE CONTINUING N 4924'00" W 1 72. 00 FEET; THENCE N 40'36'00 E. 150.00 FEET; THENCE S 49'24'00" E; 172.00 FEET; THENCE S 4036'00" W. 150.00 FEET TO THE TRUE PAINT OF BEGINNING. PARCEL C: AN EASEMENT FOR ROAD AS DELINEATED IN THAT CERTAIN EASEMENT INTHAT CERTAIN DOCUMENT ENTITLED ROAD EASEMENT RECORDED UNDER RECORDING NO. 6642756. PARCEL D: AN EASEMENT FOR INGRESS AND EGRESS AS DELINEATED IN THA TCERTAIN DOCUMENT ENTITLED RIGHT TO USE EASEMENT RECORDED UNDER RECORDING NO. 7701240410. ■�■•�■0 BOUNDARY LOT LINE RIGHT-OF WA Y GUTTER, FLOW, & CURB UNE CENTER LINE EASEMENT BUILDING SETBACK UNE (BS6L) STORM DRAIN PIPE ROOF & FOOTING DRAIN ROCKERY DRAIN '�'�•s••� SEMER MAIN SEWER SERVICE WATER MAIN - ?o' DOSING CONTOURS - - 2' EXISTING CONTOURS -- - - 10' PROPOSED CONTOURS -- -42: - - 2' PROPOSED CONTOURS FENCE -•--• • • • - .. w SWALE OR DITCH --- - - -- TOP OF 40X SLOPE • — - — EDGE OF METLAIND . • &* ER LIE --S I I DAYLIGHT LINE ROCKERY �^. cur SLOPES . • F$1 SLOPES * WRAP MAILBOX AL SIGN CURB RASP Q—: STREET UGHT NAME GROWTH PROTECTION EASEMENT (MGPE) R�E L GUARDRAIL WAL • i a i GUARDRAIL BARRICADE • CA TOl 8A9Pi. mar I CA ICH SAW TYPE • STORM a.EAINOIJT 0 'YARD DRAIN LEGEND PROPOSED GRADING AND UTILITIES EXISTING FEATURES DOSING STORM DRAM PPE -- EX ISTP4G SEER MAIN - COSMIC Ws 1ER MAIN E S17 G POWER UNE DOSING UNDERGROUND POWER LINE - EWS1W4G GAS MAIN DNS AVG 7 UNE IDI TI G CA 'CH BASK not DOTING CA 104 8.45at rte • INSING SEt1ER sINIO2f EINGP ENSIWIC P tart F • • 0 VERFL OW STRUCTURE • SENOR MANHOLE' • SEWER CxEANOJT SINGLE WATER METER DOLE WATER METE ? �-- IRRIGATION METER IV DETECTOR CHECK VALVE ASSE Y _ DOUBLE DETECTOR CHECK VALVE ASSEMBLY A FIRE HYDRANT FI4E DEPARTMENT C N CTKN (FDC) S POST INDICATOR VALVE (P1V) fir AIR/VAC RELEASE VALVE BLOW OFF )4 GATE VALVE 7EE ,r-4 BEM r REDUCER mot SLOPE fit E»s1aMG WY ANCHOR IEWSIING IN TER *1 R DOSIIMG FIRE HYDRANT EXIS7ING AR/ 01C RELEASE viAC 1E DEWS SLOW OFT E7I LNG GA 1E Wit E7eSna COIIVOKIIIS WEE E7IS>NG DECIDUOUS REF DOSING GRA VEL PROPOSED GRAVEL EXISTING ASPHAL, T PROPOSED ASPHALT PAYEVW' PROPOSED 9DE1IMIX PROPOSED `C WRAP INTERURBAN RETAIL SEC 23 TWP 75N RGE 4E W.M. wow �w�,' E 17LO a 4 • "` SEA TILE POWER AND VONT R.O. w VIM! - • l ww ww INTERURBAN AVE S. SR 599 SITE SCALE: }' = 30' r -` be mile es the maps .. _ rscr � ,. --ter df mom a now pan stria l asC � stc:cia addlOttel pen swim tom SCALE: 1" = 30 0 15 30 60 FILE Permit No. Plan review approval is subject to errors and ornisions. Approval of construction domaints does sat authorise be vioiabon cf arty adopted code or ordnance. iiertept cf mimed Add Calpy ad owellions is adouviedgut fk► s .� Olt . Cliv of Wall NUM N 7 PROJECT TEAM DEVELOPER CORY SHELEST GRAMOR DEVELOPMENT, LLC 1133 164TH ST SW, SUITE # 107 L)'IVN11l7OD, WA 98037 (425) 787 -9863 SURVEYOR CONTINENTAL ENGINEERING CO. 10007 GREENWOOD AVE N. SEA T!L& WA 98133 (206) 783 -7177 CIVIL ENGINEER TODD A. OBERQ PE 1HE BLUELI NE GROUP 25 CENTRAL WAY, S WE 400 KIRKLAND, WA 98033 (425) 216-4051 ARCHITECT COMM DESIGN 22202 64TH AVE W. SUITE 26 P.O. BOX 33725 MOUNT LAKE TERRACE WA 98043 i t y i These clans have been reviewed by thr Pi' tic '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 re submittal of revised drawi n s for subsequent approval -. Final acceptance is subject to field inspection by the Public Works utilities inspector. Date: VICINITY MAP TABLE OF CONTENTS 1 COVER SHEET 2 T" E. S. C. PLAN 3 T. E. S. C. NOTES AND DETAILS 4 GRADING PLAN 5 UTILITY PLAN 6 STORM DRAINAGE PROFILES 7 GENERAL NOTES AND DETAILS ;7" ✓ t=� f(/-7 _ft SCALE: 1 6 = 200' JUN "a By: • CITY OF TUKWILA PS-23ET C .a.TER REVISION O. 1 boy vi2 oaaoa me nurture mop I' - r , . _ - "4 - ;010.+011,- ..-••-- 'r►` •■••■ 7 I i i R i i ■ -/ - i w i i i - i 73038 INTERURBAN AVE. SOUTH CITY OF TUKWILA WASHINGTON I !ORIZ: 1=30 VERT: N/A . -. SCALE 10 A. OBERQ PE I PROJECT DESI GNED RAMOSMMY MANAGER RIFIKOWSKI BY �� ..-: DRAWN BY a3/b4A5 DATE REVISIONS ill Ill b Ww l wawa" Ala NMI tJd d M OVA I °V' Ail W• 'i' MI W 31V0 r'i k I ON _ ii • .. 4 ,!,• • ' '4 1 • i • • .r08 ■NNUM ER: 04 -055 I stir I w 7 LEGAL DESCRIPTION: PARCEL A: THAT PORTION OF THE STEPHEN FOSTER DONATION CLAIM NO. 38, INSECTION 15, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M., DESCRIBED AS FOLLOWS: BEGINNING AT A PAINT WHICH BEARS N 40'01'05" W, 920.15 FEET FROM A MONUMENT AT THE POINT OF INTERSECTION OF A CURVE ON THE CENTER UNE OF THEDUWAMISH- RENTON .UNCTION ROAD SAID PAINT OF INTERSECTION BEING APPROXIMA TEL Y'1, 000 FEET EAST AND 20 FEET SOUTH OF THE QUARTER CORNER BETWEEN SECTIONS 14 AND 15, SAID TOWNSHIP 23; THENCE N 4924'00" W 835.00 FEET ON A UNE PARALLEL TO AND 150 FEET NORTHEASTERL 1'C)F THE CENTER LINE OF SAID DUWAHISH- RENTON JUNCTION ROAD, TO A POINT WHICH BEARSN 8144'15 E, 199.17 FEET FROMI THE POINT OF CURVE ON THE CENTER LINE OF SAID DUWAMISH- RENTON JUNCTION ROAD, SAID PAINT OF CURVE BEING APPROXIMATELY 1,200 FEET NORTH AND 440 FEET WEST OF THE QUARTER CORNER BETWEEN SAID SECTIONS 14 AND 15; THENCE S 4036'00" W, 20 FEET TO THE NORTHEASTERLY MARGIN OF THE RIGHT-OF-WAY OF THEPUGET SOUND ELECTRIC RAILWAY; THENCE N 4924'00" W ALONG SAID RIGHT - -OF- WAY 408.29 FEET TO THE TRUE POINT OF BEGINNING THENCE CONTINUING N 4924'00" W 1 72. 00 FEET; THENCE N 40'36'00 E. 150.00 FEET; THENCE S 49'24'00" E; 172.00 FEET; THENCE S 4036'00" W. 150.00 FEET TO THE TRUE PAINT OF BEGINNING. PARCEL C: AN EASEMENT FOR ROAD AS DELINEATED IN THAT CERTAIN EASEMENT INTHAT CERTAIN DOCUMENT ENTITLED ROAD EASEMENT RECORDED UNDER RECORDING NO. 6642756. PARCEL D: AN EASEMENT FOR INGRESS AND EGRESS AS DELINEATED IN THA TCERTAIN DOCUMENT ENTITLED RIGHT TO USE EASEMENT RECORDED UNDER RECORDING NO. 7701240410. ■�■•�■0 BOUNDARY LOT LINE RIGHT-OF WA Y GUTTER, FLOW, & CURB UNE CENTER LINE EASEMENT BUILDING SETBACK UNE (BS6L) STORM DRAIN PIPE ROOF & FOOTING DRAIN ROCKERY DRAIN '�'�•s••� SEMER MAIN SEWER SERVICE WATER MAIN - ?o' DOSING CONTOURS - - 2' EXISTING CONTOURS -- - - 10' PROPOSED CONTOURS -- -42: - - 2' PROPOSED CONTOURS FENCE -•--• • • • - .. w SWALE OR DITCH --- - - -- TOP OF 40X SLOPE • — - — EDGE OF METLAIND . • &* ER LIE --S I I DAYLIGHT LINE ROCKERY �^. cur SLOPES . • F$1 SLOPES * WRAP MAILBOX AL SIGN CURB RASP Q—: STREET UGHT NAME GROWTH PROTECTION EASEMENT (MGPE) R�E L GUARDRAIL WAL • i a i GUARDRAIL BARRICADE • CA TOl 8A9Pi. mar I CA ICH SAW TYPE • STORM a.EAINOIJT 0 'YARD DRAIN LEGEND PROPOSED GRADING AND UTILITIES EXISTING FEATURES DOSING STORM DRAM PPE -- EX ISTP4G SEER MAIN - COSMIC Ws 1ER MAIN E S17 G POWER UNE DOSING UNDERGROUND POWER LINE - EWS1W4G GAS MAIN DNS AVG 7 UNE IDI TI G CA 'CH BASK not DOTING CA 104 8.45at rte • INSING SEt1ER sINIO2f EINGP ENSIWIC P tart F • • 0 VERFL OW STRUCTURE • SENOR MANHOLE' • SEWER CxEANOJT SINGLE WATER METER DOLE WATER METE ? �-- IRRIGATION METER IV DETECTOR CHECK VALVE ASSE Y _ DOUBLE DETECTOR CHECK VALVE ASSEMBLY A FIRE HYDRANT FI4E DEPARTMENT C N CTKN (FDC) S POST INDICATOR VALVE (P1V) fir AIR/VAC RELEASE VALVE BLOW OFF )4 GATE VALVE 7EE ,r-4 BEM r REDUCER mot SLOPE fit E»s1aMG WY ANCHOR IEWSIING IN TER *1 R DOSIIMG FIRE HYDRANT EXIS7ING AR/ 01C RELEASE viAC 1E DEWS SLOW OFT E7I LNG GA 1E Wit E7eSna COIIVOKIIIS WEE E7IS>NG DECIDUOUS REF DOSING GRA VEL PROPOSED GRAVEL EXISTING ASPHAL, T PROPOSED ASPHALT PAYEVW' PROPOSED 9DE1IMIX PROPOSED `C WRAP INTERURBAN RETAIL SEC 23 TWP 75N RGE 4E W.M. wow �w�,' E 17LO a 4 • "` SEA TILE POWER AND VONT R.O. w VIM! - • l ww ww INTERURBAN AVE S. SR 599 SITE SCALE: }' = 30' r -` be mile es the maps .. _ rscr � ,. --ter df mom a now pan stria l asC � stc:cia addlOttel pen swim tom SCALE: 1" = 30 0 15 30 60 FILE Permit No. Plan review approval is subject to errors and ornisions. Approval of construction domaints does sat authorise be vioiabon cf arty adopted code or ordnance. iiertept cf mimed Add Calpy ad owellions is adouviedgut fk► s .� Olt . Cliv of Wall NUM N 7 PROJECT TEAM DEVELOPER CORY SHELEST GRAMOR DEVELOPMENT, LLC 1133 164TH ST SW, SUITE # 107 L)'IVN11l7OD, WA 98037 (425) 787 -9863 SURVEYOR CONTINENTAL ENGINEERING CO. 10007 GREENWOOD AVE N. SEA T!L& WA 98133 (206) 783 -7177 CIVIL ENGINEER TODD A. OBERQ PE 1HE BLUELI NE GROUP 25 CENTRAL WAY, S WE 400 KIRKLAND, WA 98033 (425) 216-4051 ARCHITECT COMM DESIGN 22202 64TH AVE W. SUITE 26 P.O. BOX 33725 MOUNT LAKE TERRACE WA 98043 i t y i These clans have been reviewed by thr Pi' tic '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 re submittal of revised drawi n s for subsequent approval -. Final acceptance is subject to field inspection by the Public Works utilities inspector. Date: VICINITY MAP TABLE OF CONTENTS 1 COVER SHEET 2 T" E. S. C. PLAN 3 T. E. S. C. NOTES AND DETAILS 4 GRADING PLAN 5 UTILITY PLAN 6 STORM DRAINAGE PROFILES 7 GENERAL NOTES AND DETAILS ;7" ✓ t=� f(/-7 _ft SCALE: 1 6 = 200' JUN "a By: • CITY OF TUKWILA PS-23ET C .a.TER REVISION O. 1 boy vi2 oaaoa me nurture mop I' - r , . _ - "4 - ;010.+011,- ..-••-- 'r►` •■••■ 7 • • 4 E .. S ,'±Mrs F66 _ rr ti l -- \i –, ____Ii I.:7 , - 7r . i ‘ .....,....,, --:-/, ---"-- ....,-/ I k 1 v �� j'�` - J,� y `i � �j '� J \ -------- EA r f'Ljr- - ilPE ` N L if = T R -1 W EX GRAVEL AREA �,-- - -- ____ __ __ _________h 1 (TOE REMo€D) 36" DIA. METAL SIGN POST SET IN 60" DIA. CONC. BASE i G v • ±� E. LIGH POLE fx TELEPHONE VA UL T -�- SS Ct 1 , :E UtieE_r 7 OE 'AN /,•. Ec . • SEC 23 TWP 15N RGE 4E ET : 1 1 E = - E -x. CB 125A 1 rop 14.94 (RtPLACE IM T I SOLID LOCKING LID) 6" IE 11.64 (IN -NE) 6" IE 11.44 (IN -SE) 10" IE 11.34 (OUT - SW) (TO BE REMOVED) NEW 12' IE 11.44 (OUT- W) S 4924'00' E 172.00' ` L C .^_: - : - f _'tir KfTz' _ E ► — _ EX. LIGHT EX. 6" CONC. PIPE POLE (TO REMAIN) W. M. INTERURBAN A VE S. 5R 599 -8 4" SHEET .5 (7119 s EX. CB /125 TOP 12.84 • 8" IE 11.59 (IN) 6" IE 11.39 (OUT) E • P.; wr / , .� - — -^ FL 1ER FABRIC SEE CETA1L EX. CURB AND GUTTER 00 BE REMOttD) EX. WAMH RIM 15.18 — 18= -- _- ____-.\ EX_ OVERHEAD POWER L/P , I _____ 1 II I I 1 I _ ! 1 : 1 I 11 I E UNDERGROUND UTILITY NOTE : rat; muss con I M0 i t MOWS WORE OBONIIRIC DICANIRVII MERE ANT UNDERCROIND MIMES MY ME LOCANIX FAILURE 10 DO SD CORD MEAN SEWN _7DINNIAL WWI COSTS (18 70 VW MINES ME COST OF REPAIRS 10 1 - : SCALE: 1 = 20' 0 10 20 40 r jUS '11 r _ 1 CITY OF )Y.; PERItI CENTER CAUTION: LOO MIS E EWING MINES SHOJIS 6 APPRONINME AND law INT E ACCURCE E AU INCLUSRE R 6 PE RIESPONSIMITY 70 PO1w AS RESNIED AID REM NERVY =AVON CIF PRIOR 02005 1ME ILIBELINE MVP • BLUE LI NJ E C3 F2 U 25 CENTRAL WAY. SUITE 400 KIRKLAND. WA 90033 P: 425216.4051 F: 425.216.4052 W W W . THEBLUELINEGROUP.COM Z z Im O 6' N zcI id II' Z i L3m Q to' iz W iz W 1 ict CO bal DI lks 2 "- HORIZ: 1'' =20" VERT: N/A SCALE WOO A MEM PE smomm. PROJECT MANAGER OEN 111177X1190 DESIGNED BY RAMO BANOTTI DRAWN BY t oMmite DATE 1 es 1 0 O 2 a 1 g g 0 41■111e7ds'r:v.• E'P E_ 5 :5 JON NUM ER: 04 -055 a a � 1 • • t XVN TS IN F1L TER FABRIC SHALL BE SPLICED AT EQUIVALENT USE STAPLES, ABRIC RINGS OR F OSTS. rsi:lr.c:� ,LLS r -li I _ � Uy 1 POST SPACING MAY BE INCREASED TO 8' IF MIRE BACKING IS USED NOTE: F1L TER FABRIC FENCES SHALL BE INSTALLED ALONG CONTOUR MHENEVER P059BLE FILTER FABRIC FENCE NOT TO SCALE R : 30' MIN. INSTALL DRIVEWAY CULVERT IF THERE IS A ROADSIDE DITCH PRESENT. 4=8" QUARRY SPALLS GEOTEXTILE 12' MIN. TH IOU NESS STABLIZED CONSTRUCTION ENTRANCE NOT TO SCALE CATCH BASIN PROTECTION NOT TO SCALE 6' MAX. STANDARD STRENGTH Ft TER FABRIC CATCH BASIN 2x2" BY 14 Go. MIRE OR S E G k ABR I C� STANDARD F1L TER FABRIC ---•- _ HI- I i MINIMUM 4x4" TRENCH BACI(F7LL TRENCH NA LIVE SOIL OR 3 4 - 1.5 WASHED GRA L 2x4" WOOD POSTS. STEEL FENCE POSTS, REPAR, OR EQUIVALENT GRATE' IT IS RECOMMENDED THAT THE ENTRANCE' BE CROWED SO THAT RUNOFF DRAINS OFF THE PAD CATCH BASIN INSERT NOTE ONLY TO BE USED NHERE POIKJMMG OF WATER ABOVE THE CA TDI BASIN NI LL NOT CAUSE TRAFFIC PROBLEMS AND MERE OVERFLOW NAIL NOT RESULT IN EROSION OF SLOPES IM;1E THIS DETAIL IS ONLY SCHEMATIC ANY IIISE1aT IS ALLOWED THAT HAS AML C 5 C.F Cr STORAGE NE REINS TO LEI! TER ME SR: RED SEDIMENT, AN SLOW AND CAN LE(AS.YMAINTAIED- SEC 23 TWP 15N RGE 4E W.M. EROSION/SEDIMENTATION CONTROL - PLAN NOTES THE APPROVED CONSTRUCTION SEQUENCE 9IALL BE AS FOLLOWS' A. CONDUCT PRE - CONSTRUCTION MEETING. B. FLAG OR FENCE CLEARING LIMITS C. POST 9GN MOTH NAME AND PHONE NUMBER OF TESC SUPERVISOR. D. INSTALL CATCH BASIN PROTECTION AS REQUIRED. E. GRADE AND INSTALL CONSTRUCTION ENTRANCE. F. INSTALL PERIMETER PROTECTION (SILT FENCE, BRUSH BARRIER. ETC.). G. CONSTRUCT CATCH BASINS, DETENTION PIPES AND ASSOCIATED OUTFALL AND INTERCONNECTING PIPE' PER THE ROAD AND UTILITY PLAN. H. GRADE AND STABILIZE CONSTRUCTION ROADS. I. CONSTRUCT SURFACE WATER CONTROLS (INTERCEPTOR DIKES PIPE SLOPE DRAINS ETC.) 9AIULTANEOUSLY MOTH CLEARING AND GRADING FOR PRWECT DEVECOIPMEN T. a MAINTAIN EROSION CAW TROL MEASURE IN ACCORDANCE NI 7H CITY OF TUKMILA STANDARDS AND MANUFACTURER'S REC JMENDA WINS. K. RELOCATE ERO9CW CONTROL MEASURES OR INSTALL NEW MEASURES SO THAT AS SITE CONDITIONS CHANGE. THE EROSION AND SEDIMENT CONTROL IS ALWAYS IN ACCORDANCE IMIH THE CITY TESC MINIMUM REQUIREMENTS. L. COVER ALL AREAS MITHIN THE SPECIFIED TIME FRAME WITH STRAW, WOOD f7BER MULCH, COMPOST, PLASTIC SHEETING, CRUSHED ROCK OR EQUIVALENT. M. STABILIZE ALL AREAS THAT REACH FINAL GRADE IMTH/N 7 DAYS N. SEED OR SOD ANY AREAS 70 REMAIN UNWORKED FOR MORE THAN 30 DAYS 0. UPON COMPLETION OF THE PROJECT. ALL DISTURBED AREAS MUST BE STABILIZED AND BEST MANAGEMENT PRACTICES REMOVED IF APPROPR/A 1E 1. ALL EXPOSED AND UN WORKED SOILS SMALL BE STABILIZED BY SUITABLE APPLICATION OF IMPS FROM OCTOBER 1ST TO APRIL 30TH. NO SAILS SHALL REMAIN UNSTABILIZED FOR MORE THAN flWO DAYS FROM MAY 1ST TO SEPTEMBER 301H. NO SOILS SHALL REMAIN UNSTABIUZED FOR MORE THAN SEVEN DA YS PRIOR TO LEAVING THE 9 TE. STORM WA TER RUNOFF SHALL PASS THROUGH A SEDIMENT POND OR SEDIIMEN T TRAP, OR OTHER APPROPRIA TE IMP'S 2. DELINEATE CLEARING AND EASEMENT UMI TS IN THE FIELD, MARK CLEARING LIMITS AND /OR ANY EASEMENTS SETBACKS SENSITIVE/CRITICAL AREAS AND THEIR BUFFERS, TREES AND DRAINAGE COURSES 1 PROPERTIES ADJACENT 70 THE PROJECT 97E SHALL BE PROTECTED FROM SEDIMENTATION DEPO9710N. 4. SEDIMENT PONDS AND TRAPS PERIMETER DIKES SEDIMENT BARRIERS AND OTHER IMP'S INTENDED TO TRAP SEDIMENT ON -SITE SHALL BE CONSTRUCTED AS A FIRST STEP IN GRADING. THESE IMP'S SMALL BE FUNCTIONAL BEFORE LAND DISTURBING ACT1VWT1ES TAKE PLACE EARTHEN STRUCTURES SUCFI AS DAMS. DIES AND DIVERSIONS HALL BE SEEDED AND MULCHED ACCORDING TO THE TIMING INDICATED IN EROSION AND SEDIMENT CONTROL REQUIREMENT ,f1. 5. CUT AND FILL SLOPES CUT AND FILL SLOPES SMALL BE DESIGNED AND CONSTRUCTED IN A MANNER YHA T IMLL MINIMIZE EROSION. IN ADDITION. SLOPES SHALL BE STABILIZED IN ACCORDANCE NI TH EROSION AND SEDIMENT CONTROL REQUIREMENT ,'1. 6. PROPERTIES AND WATERWAYS DOWNSTREAM FROM DEVELOPMENT SITES SMALL BE PROTECTED FROM EROSION DUE TO INCREASES IN THE VOLUME, VELOCITY, AND PEAK FLOW RATE OF STORMWATER RUNOFF FROM THE PROJECT 91E. 7. ALL TEMPORARY ON -97E CONVEYANCE CHANNELS 9IALL BE DESIGNED, CONSTRUCTED, AND STABILIZED 70 PREVENT EROSION FROM THE EXPECTED VELOCITY OF FLOW FROM A TWO- WAR, 24-HOUR FREQUENCY STORM FOR THE DEVELOPED CONDITION. STABIUZAAON ADEQUATE 70 PREVENT EROSION OF OUTLETS ADJACENT STREAMBANKS 9.OI'E5 AND DOWNSTREAM REACHES SHALL BE PROVIDED AT THE OUTLETS OF ALL CONVEYANCE SYSTEMS a ALL STORM DRAIN INLETS MADE OPERABLE DURING CONSTRUCTION SHALL BE PROTECTED SO THAT STO?MWATER RUNOFF SHALL NOT ENTER THE CONVEYANCE SYSTEM NITHOUT FIRST BEING FILTERED CR OTHERWISE TREATED TO REMOVE SEDIM ENT. 9. ERO9ON AND SEDIMENT CONTROL REQUIREMENT f9 - UNDERGROUND UTILITY CONSTRUCTION. 7HE CONSTRUCTION OF UNDERGROUND UTILITY LINES 91ALL BE SUBACT 70 THE FOLLONNG CRITERIA: A. 111IER£ FEASIBLE, NO MORE THAN 500 FEET OF TRENCH SHALL BE OPENED AT ONE TIME. B. WHERE CONI9STENT N SAFETY AND SPACE CON9DERATIONS EXCA VA TED MATERIAL SHALL BE PLACED u'rV 7HE UPHILL 9DE OF TRENCHES C TRENCH DEWA TERI NG DEVICES 9IALL DISCHARGE INTO A SEDIMENT TRAP OR SEDIMENT POND. 10. IIHEREVER CONSTRUCTION VEHICLE ACCESS ROUTES INTERSECT PAVED ROADS PROVISIONS MUST BE MADE TO MINIMIZE THE TRANSPORT OF SEDIMENT ONTO THE PAVED ROAD. F SEDIMENT IS TRANSPORTED ONTO A ROAD SURFAC& THE ROADS 9IALL BE CLEANED THOROUGHLY AT THE END OF EACH DA Y SEDIMENT SHALL BE REMOVED FROM ROADS BY SHOVELLING OR SMEEPfNG AND BE TRANSPORTED T) A CONTROLLED SEDIMENT DISPOSAL AREA. STREET WASHING SHALL BE ALLOYED ONLY AFTER SEDIMENT IS REMOVED N THIS MANNER 11. ALL TEMPORARY EROSION AND SEDIMENT CONTROL BMMS SHALL BE REMOVED NI THIN 30 DAYS AFTER FINAL SITE STABILJZA TION IS ACHIEVED AND INSPECTED AND APPROVED BY THE DIRECTOR OR AFTER THE TEMPORARY IMPS ARE NO LONGER NEEDED. TRAPPED SEDIMENT SMALL BE REMOVED OR STABILIZED ON 97E DISTURBED S. AREAS RESULTING FROM REMOVAL 91ALL BE PERMANENTLY STABILIZED. 12 DEWA TERING DEVICES SHALL DISCHARGE INTO A SEDIMENT TRAP OR SEDIMENT POND. 13 ALL POLLUTANTS OTHER THAN SEDIMENT THAT OCCUR ON -97E DURING CONSTRUCTION SHALL BE HANDLED AND DISPOSED OF IN A MANNER THA DOES NOT CAUSE CONTAMINATION OF STORMWA TER 14. ALL TEMP WARY AND PERMANENT EROSION AND SEDIMENT CONTROL al/PS 9IALL BE MAINTAINED AND REPAIRED AS NEEDED TO ASSURE CONTINUED PERFORMANCE OF THEIR INTENDED FUNCTION. ALL MAINTENANCE' AND REPAIR 9IALL BE CONDUCTED IN ACCORDANCE WITH THE MANUAL 15. PERFORMANCE BOIDIMNO, OR O TH0? APPROPRIATE FINANCIAL INSTRUMENTS MAY BE REQUIRED AT THE COMMUNITY TY DEVELOPMENT DIRECTOR'S DISCRETION FOR SPEC3F7C PRIG. ECTS TO ENSURE COMPLIANCE WITH THE APPROVED PLANS. PROJECTS THA T MAY /REQUIRE BONDING INCLUD& BUT ARE NOT LIMITED TO 7HOlSE OCCURRING IN ENVIRONMENTALLY SENSITIVE AREAS AND THERE PROBLEMS ARE ANTICIPATED N DEVELOPING 7HE P?OIPERTY. 16. THE ESC FAaJJTES SHOWN ON THIS PLAN ARE THE MINIMUM REQUIREMENTS FOR ANTICIPATED 97E CONDITIONS DURING THE CONSTRUCTION PERIOD, THESE ESC FACILITIES SHALL BE UPGRADED ma, , AD I TIONAL SUMPS, REL OCA TIO N OF DII TOPES AND SET FENCES ETC.) AS NEEDED FOR UNEXPECTED STORM EVENTS ADDITIONALLY, MORE ESC FACILITIES MAY BE REVIJIRED TO ENSURE COMPLETE SXTATNOMI CaORNTROt. THEREFORE; DURING THE COURSE Cr CONSTRUCTION IT SHALL BE 7" E C /OGA TION AND RESPONSIBILITY OF THE CONTRACTOR Ta ADDRESS ANY NEW CONDITIONS THAT MAY BE CREATED BY HIS ACTIVITIES AND TO PROVIDE ADDITIONAL FACILITIES OVER AND ABOVE THE MINIMUM MI REQUIREMENTS AS MAY BE NEEDLED. 17. THE ESC FACXJTES SHALL BE INSPECTED BY THE PER IT7FZ /L wTRACTt;M? DAEY DURING NON- RAINFALL PERIODS EVERY HOUR (DAYLIGHT) DURING A RAINFALL E VENT, AND AT THE EM OF EVERY RAINFALL, AND MAINTAINED AS NECESSARY TO ENSY/RZ THEIR CON TAILED nAVCTIONINC N ADOUTHOV. TEMPORARY SE TA 710N PONDS AND ALL TEMPORARY SILTATION CpNTRC S SHALL BE MAINTAINED 14; A SATISFACTORY CONDITION UNTO SU(.I1 nut THAT CLEARING AND/OR (XNSTRrJC1NON IS COM LE ED, PERMANENT DRAINAGE FAaGTES ARE OPERA TXaNAL. AND THE POTENTIAL FOR ERO9ON HAS PASSED NRMTTEN RECORDS SHALL BE KEPT DOCUMENTING THE REVERS OF THE ESC FACILITIES. 1a THE ESC PAC JTES ON INACTIVE SITES SHALL BE INSPECTED AND MAIN TAMED A MINIMA/ OF ONCE A MONTH O? WITHIN 48 HORS FOLLOWING A STORM EVENT. 19. AT NO THE 9/ALL MORE THAN 1' OF SEDIMENT BE ALLOTTED TO ACCUMULATE WITHIN A CATCH BASAL ALL CATCH BASINS AND CON1rEl'AIIACE LINES SHALL BE CLEANED PRIG? TO PANIC. THE CLEAVING OPERATION SHALL NOT FLUSH SEDIMENT-LADEN WA TER INTO THE DOWNSTREAM SYSTEM. 2a WHERE STRAW MULCH IS REQUIRED FOR TEMPORARY EROSION CONTROLL, IT SHALL BE APPLED AT A M IPMIUM 1HKX NESS OF 2'. 21. OFT-97E STREETS MUST BE KEPT CLEAN AT ALL TIES F DIRT IS 7W ON THE PUBLIC STREET SYSTEM, THE STREET 9IALL BE IA TEL Y CLEANED NUN POWER SWEEPER OR OTTER EOUPMENT ALL VEHICLES SHALL LEAVE THE 97E By WA Y OF THE CON/S TRRUC TION ENTRANCE AND SHALL BE CLEANED OF ALL DIRT THAT MOULD BE DEPOSITED 0 P4 THE PUB C STREETS F — r► -• 1 •r •L • `'iqt,, • • � .:: 3 • • t)0 12 RECENED anocTu J 1 5 PERMIT CENTER ' J • • Como at sumac 01131P BLUE LINE 13ROUP 25 CENTRAL. WAY, SUITE 400 KIRKLAND. WA 99033 P: 425.216.4051 F: 425216.4052 W W W.THEBLUELI NEGROUP.COM Z 0 LI In 2 "1 � 0 k (n 3 1 W La in 0 w Q c 2 Z z y Q m Lj m [x F It W Z , i c - Q J Li La � i tfi Ike- o c tri W2 '- 1 4: ''''' L. 0 I ii HORIZ: N/A VERT: N/A SCALE MVO A. O61E7lr PE 11■•■ ...v.r,..t PROJECT MANAGER _w w TH I DESIGNED BY RAM BAr1ADTTI DRAWN BY DATE a 2 PO • GD - S. 5. :s • • 04 -055 .«. 3 Or 7 i 4 -- ----- - 1 - - -- r • 17.0; 17.4 RAISE RAM TO MA TQ1 - -- PROIPOC D ELEVA 71 4. 1d,O MINNOW NIIIINNIMINIMMINIIIIi.i.MME •=11.111MI .11•111•1111111011.1 PROPOSED BUILDING FT 17.9 17.4 t74 11!.2 1Z4 "17 1 8.0 \17.7 f 17.5 SEATTLE POWER SAND LIGHT R. 0 iN I I I F 1 I Z6 _ -___ _ I i i - --- _ I .�, - - a 18.4 r 18.1 1Z6 18.8 • r (TO BE REMOVED) NEW 12' IE 11.44 (OUT-W) N 4924 " W 17200' - 3`CURB BIKE LIR 17.7 f 17.3 T 17.2 )."` tt ;. (REPLACE M1 TN sctio LOCKING UD) • 18.6 S 4924'00" E 122.00 424114M14, MID MOW W Ws% SSW! 161.4 1 1Z7 41 MON I MI I t • 7 16.6 -1 i INTERURBAN AVE S. SR 599 17.9 18.4 18.5 SEC 23 TV/P 1 5N RGE 4E W.M. t1 1 J � 14.1 t t 14.2 16.2 17.5_ I ©IERGENcY • 1 4 OVERFLOW PATH �-- - -; - Y� - •• - ►F - 4 ' - • DOMES (SEE DETA[ SHEET 7) SCALE: 1" = 20' 0 10 20 40 w w I vy 2Q • .•... .., i 9 6 1 ! 16.5 40 1111111111r ROCK LINED .WALE BOTTOM IIDTH = 6' 0EP1H = 6' SCs"ES = 21 3' CURB BREAK rim PM I !kJ • • 11.1 Prit tra Ng Mg / T 12' Alt I IL IL IN MI OM PI r VOI BIO- fTL7RATIOV SWALE 105' 0 1.5X BID-FILTRATION SWALE SCALE 1=10' BID- FILTRATION SWALE IMoT 713 SALE , UNDERGROUND UTILITY NOTE: �I mar GILL 1 NOT LESS 11i■ wars WOE SEIValle DICAWIIKIN MEW ANY MAY SE Wain FAME 70 010 SO COULD MEAN WANG x 1 1MIEE IE'SRE COSTOF IIEPAIRS 10 RE - •� WNW TOP 17.0 ,J . I { PRI1 VI PM FIR 11141 PR MI OM iti(1111111 Oil lir ion ow ma xi mini IFIN an mik iff ow as min G:. E 10 1 r'r,,. ;.r,.) JUN • t RECEIVED CITY OF TuKtviA JUN PERMIT CENTER CAUTION: wawa AND NAY NOT OR ML IT /S PE cosatmaars REGLITIED AND RUB ■E3111IFY LaraAWN OF MIMES AMR 10 PROCEEDING IN Cam' C12005 R MOW THE B LUE 1 3038 INTERURBAN AVE. SOUTH CITY OF TUKWILA WASHINGTON HORIZ: 1=20' VERT: ~� N/A SCALE MOD A. OBERQ PE PROJECT MANAGER BENaO1K011'il1 M. DESIGNED BY RAWO &4 Tf DRAWN BY DATE INO/i/A3W SIN kW jar tt •U0 jar 41,1111API a11111ASJ•SVVRA/ iJr t/dc1W I °p' ' Al [ u Ll _ , 31W0 • ON � !r A • I •, .• ( l ' o f thL. • .4 ) . :, , '" r r♦ r t • \e) ? / , r ' r ,eve Nu- 04D55 I sNT 4 „ 7 . -- ----- - 1 - - -- r • 17.0; 17.4 RAISE RAM TO MA TQ1 - -- PROIPOC D ELEVA 71 4. 1d,O MINNOW NIIIINNIMINIMMINIIIIi.i.MME •=11.111MI .11•111•1111111011.1 PROPOSED BUILDING FT 17.9 17.4 t74 11!.2 1Z4 "17 1 8.0 \17.7 f 17.5 SEATTLE POWER SAND LIGHT R. 0 iN I I I F 1 I Z6 _ -___ _ I i i - --- _ I .�, - - a 18.4 r 18.1 1Z6 18.8 • r (TO BE REMOVED) NEW 12' IE 11.44 (OUT-W) N 4924 " W 17200' - 3`CURB BIKE LIR 17.7 f 17.3 T 17.2 )."` tt ;. (REPLACE M1 TN sctio LOCKING UD) • 18.6 S 4924'00" E 122.00 424114M14, MID MOW W Ws% SSW! 161.4 1 1Z7 41 MON I MI I t • 7 16.6 -1 i INTERURBAN AVE S. SR 599 17.9 18.4 18.5 SEC 23 TV/P 1 5N RGE 4E W.M. t1 1 J � 14.1 t t 14.2 16.2 17.5_ I ©IERGENcY • 1 4 OVERFLOW PATH �-- - -; - Y� - •• - ►F - 4 ' - • DOMES (SEE DETA[ SHEET 7) SCALE: 1" = 20' 0 10 20 40 w w I vy 2Q • .•... .., i 9 6 1 ! 16.5 40 1111111111r ROCK LINED .WALE BOTTOM IIDTH = 6' 0EP1H = 6' SCs"ES = 21 3' CURB BREAK rim PM I !kJ • • 11.1 Prit tra Ng Mg / T 12' Alt I IL IL IN MI OM PI r VOI BIO- fTL7RATIOV SWALE 105' 0 1.5X BID-FILTRATION SWALE SCALE 1=10' BID- FILTRATION SWALE IMoT 713 SALE , UNDERGROUND UTILITY NOTE: �I mar GILL 1 NOT LESS 11i■ wars WOE SEIValle DICAWIIKIN MEW ANY MAY SE Wain FAME 70 010 SO COULD MEAN WANG x 1 1MIEE IE'SRE COSTOF IIEPAIRS 10 RE - •� WNW TOP 17.0 ,J . I { PRI1 VI PM FIR 11141 PR MI OM iti(1111111 Oil lir ion ow ma xi mini IFIN an mik iff ow as min G:. E 10 1 r'r,,. ;.r,.) JUN • t RECEIVED CITY OF TuKtviA JUN PERMIT CENTER CAUTION: wawa AND NAY NOT OR ML IT /S PE cosatmaars REGLITIED AND RUB ■E3111IFY LaraAWN OF MIMES AMR 10 PROCEEDING IN Cam' C12005 R MOW THE BLUE :LIN _, • C3ROUP 25 CENTRAL WAY, SUITE 400 KIRKLAND, WA 95033 P: 425.216.4061 F: 425.216.4052 WW W. THEBLUELINEGROUP.COM z O it- la z J �- ...„, u) 5 ri- Q r 0 s Id Z E Ell W 61:1 J Q Q Z 1 Q Ea Ca Et 1 a 4 1:t It It Z 'Q Ld PI Iii- ci Z in 1.... L 11 ),.. 1.... ...... HORIZ: 7 =20' SCALE WO A. 08044 PE VERT: . :. N/A .:..- .. - - PROJECT MANAGER BEN Rr/A10M5A0 DESIGNED BY RAM B IN0111 MN\ DRAWN BY 03 DATE 9NOI EIA3d1 swarm me mid 1 L 1 AM ON rIMOrw toe',mil N 5073.0834 E 4415.6737 E 4324.2494 Ce Z, TYPE 11 -48" itldd Ir 01+1 1 0Y4 I ON , E 4146.7575 , CB 3, TYPE 11 -48" G8 9 A9 ERR I MN I N• E 4175.4836 E 4305.4315 CB 4,TYPE 11 -54" 31 WO Vo/01.41 fava4 L' c 4T IP II -54" , ON N 5105.3430 _ w E 4145.3791 T I * 1...; r I ,:4P :1s ` :s .: - i/0 /DS JON FOLINWINEPT: 134-055 •MT 5 or 7 CATCH BASIN LOCATIONS C9 I ce 6, TYPE II-48' N 5240.1890 N 5139.8161 E 4254.8215 £ 4381.5021 ce IA LB T, TYPE 11 -54" N 5994.2674 N 5073.0834 E 4415.6737 E 4324.2494 Ce Z, TYPE 11 -48" (,a A TYPE' II -54" N 5113.4132 N 5069.2886 E 4146.7575 E 4320.9937 CB 3, TYPE 11 -48" G8 9 N 50862777 N 5056 9454 E 4175.4836 E 4305.4315 CB 4,TYPE 11 -54" N 5149.2493 £42227942 L' c 4T IP II -54" :' c .'..41' .. • r N 515.E 0434 N 5105.3430 E 4231.0495 E 4145.3791 T • i SA »CU T AND RESTORE PA WMENT PER CITY OF TUKWILA STANDARDS CONNECT NEW 6' TO EQ N MH 6' It 3.06 T VERIFY LOCATION AND ELEVATIONS OF EC SS41H AND NOTIFY ENGINEER - r ) SANCUT AND RES • .. PAVEMENT PER aTY OF TUKIMLA STANDARDS 85'-6" S-0. • \OUTFALL TO EX B10SWALE 18' E 10.54 J _36" 01A. METAL St6N POST SET IN 60 0,4. CONC BASE W SOIUD LOCKING LID IEIN= 12.15 6 INTERCEPTOR (SEE DETAIL, SHEET 7) CROSSING 6 SS CROIWV 10.15 12' SD IE 11.08 . • 10' PRIVATE STORM? DRAINAGE EASMEN G 10' PRIVATE TORM DRAINAGE EA$IENT CENTERED 01t'ER PIPE 6 /E 12.19 6 EX. LIGHT POLE EX t E Y. TELEPHONE �aUL CROSSING 54 SS CRO 4.0 12' SD IE 11.47 ■ t z LJ w' RAISE RBI 70 17.40 • NOTE: 39 0 0.56X /- r�T• SEATTLE POWER AND LIGHT R. O. W. ____ I ____ ` - - I / 1 - ' i - I T E= i j E _ 4c.= • , ,.: : r' . (TO BE REMOVED) NEW 12" If 11.44 (OUT -W) (REPLACE MITH SOLID LOCKING LID) ` f j s 1: CRFSSING 54 SS 4.0 12" W E111.20 TYPE W SOLID LOOMING 117 E�. UP.OE R :2 -.P ,C E. L ._ m ANS'TALL MAI ON &Os SWINE LINE NETWEEIS AND OUILDINg APPAS - NE REM rawavas ear mama 10 4• war =au PAR AM Sr _J Si NOOK WHEN 975II. NOTE: EX" $%•:,N E \ - 5' UTILITY OMB EASMEN r L • E k PO IWR SEC 23 ‘LL � i INTERURBAN AVE B. SR 599 Air CA)pl/ 01915 /0 E ME I MI IRONIC WNW 0119„ S MESS OINEIMISSE Ex. LIGHT POLE TWP 1 5N IE 15.50 S= 0.0200 E WATER SEE NOTE CROSSING 12' WATER 1' PRIGAIVE 11 - 12 "00.27* 14 -4" PVC PROPOSED BUILDING fF EL. 1Z9 CONNECT ROOF" AND FOOTING DRAINS IE 14.06 •asox ••• a - Y (TYP) EX. WAMH RIM 15.18 1 SEPARATOR EX. CURB ANC GUTTER 5 -12' ( t 'f M- OIL WATER OVERFLOW PATH TYPE II -54" Sara LOCKING LID EX. OVERHEAD POWER Ulli` EXISTING KING COUNTY II METRO .SEWER LINE \I 1 RGE 4E 2" WATER 1 rjc, WATER PRESSURE ZONE 140-150 NOTE: ALL SEER APE SHALL E aAAss so RICIDIEWS maim PM UMW - OR E MERE ITV L ,s DUE 10 aR sat NOTE: ALL MUER APE 9WICL E BUMF Fair PM MEM' MA SPIIINA0 MIME= MISS S7 o ar AM 0 7a CIE SUINDARDS W.M. Nks. SCALE: 1 " = 20' O . 1 0 20 40 t I , 41 5 1 ■ 1 / f C .E'1 ; c � `,t L /'- 1r)iA., If►, NOTE: ALL SNOW WNW PIPE _is FOR SWIMS NM/ ME isemagas MOM IS WIZ wswat IM-o III AR _.E ass s• at ME alb ROUND, SOLID, LOCKING LID MARKED "DRAIN" METH LOCKING BOIL Ty STANDARD GALVANIZED STEPS TYPE 11 -54' CATCH BASIN CLEANOUT/ 8" SHEAR GATE ELBOW, SEE DETAIL OVERFLOW EL 14.06 (MAX WA 1ER SURFACE) ELBOW, a. 13.06 ORIFICE 9/16 "N WELD 72 GA. BOTTOM PLATE WITH 1- 13/1610 ORIFICE SHARP EDGE. SHOP DRILIID PEA TE EL 8.56 _80 -12" • asox OUTLET PPE 12' E 11.56 4 4 4 � . PLAN VIEW 1 1 .4 • r 36' E 11.06 I r • • ti r i • CB 4, TYPE it-54 scat 1 =r UNDERGROUND UTILITY NOTE: YOU MIST GAL INT WS PM M HOURS WORE IDEOISING EICM11110110 MO' ANY 1116171C11011110 MIMES Ill11r DE LOWE& MIME ]V Oil 70 NIES I E COST OF' MINNS 111 PE A ce plans have been r,•\•iowed hY 11;e P:: hlic ,. �., :,c D4 l�artrncnt frt c�nf •r'.?'.aflCC with currc:r,t i r! Cj City stanclarcls. Acceptance is subje(A to cr. r : r s omissions r.vhich do nro authorize N'iciatiofs of standards or ordinances. The responsibility adopted for the adequacy . of the desi n rests totaiy with the racy n or revisions to these designer. Additions, deletions dr mvings after this date will oid this accqtance En d will require a recurr ittal of revised drawings for s;:hscqucnt approval. r - -- _ DIE7ENTION PPE 123-36 a a01a Find acceptance is su! iect to field inspection by ;hc PLblic Works utilities inspector. Date: _ - By: ROUND SOLID, LOG7CP4G LDD MARKED TRAP P' Will LOpi.DMG Bat. Ty TOP ELEV. 16.9 El • JUN '._ � f I •; ,.,,�� i'ih 1 RECEIVED CITY OF TA PERINI CENTER CAUTION: LOCATION of DISIII0 MIRES sfiowir 5 AND saw nor ME ACCUMME OR AIL INCLUSAI n s ME catireArrats 1112,011111111TY 10 POTHOLE AS REGAINED - Aso r MANCH Or PRIOR 10 MOCE1111110 CONSINUCIIONL .20115 is Rest CIMINP I 20 1 0' _4 20 P 70 Ex 54' SEVER E -as w f 61' -18" 0 0.50X DO ` wf f � LO(. ON S G LID TOP 17.25 72' IE raw; 20 r 10 39' -12' O 0.56X TYPE //-48. T1 I1 -48' / D LOCKING LID w7 A ID LOGGING LID TOP 17.30 TOP 17.25 ' 12 IE 11.16 - - - 12' IE 10.94 •- -- __ ____._ _ - -- __.. - __ _.- --_ -- .__ ____ __ _. EK 1 2' WATER CONTRACTOR POTHALE PRIOR To C STRUCncW AND N TIFY THE BLUELINE GROUP OF ELEVATION 10 ENSURE PROPER CLEARANCES , ! EX 18' SEMER t ' t EX. 54' IE -8.5 , ti 167' -12" 0 0.25X DCIS11NG GROUND ELEVA 110N OVER PIPE (TYP.) SEC 23 TWP 1 5N 1 (TO BE ABANDONED) r. 80' -12` O a 5oX f w TOP 16.0± 12'1E 11.36 w SOLID LO XN LID 70P 16.90 12" IE 11.56 36' IE 11.06 - - - -- 4 - _ RGE 4E W.M. 26I12'00.19X 0121A W SOLID LOOK/VG Lb TOP 16.91- 12' IE 11.41 5' - -12' 0 0.00% OVER PIPE (7W.) u I 4' PVC SLEEVE FOR WA SERVICE ONES IE 9.56 EXIS17NG GROUND ELEVA 7TON DETEN110N PIPE - 123 0 0.00X I Ex. C8 125A REPLACE INLET W/ SOLID UD TOP 14.94 6' IE 11.64 (IN -NE) 6 " IE 11.44 (NJ -SE) 10" IE 11.34 IDUT -SW) (10 BE REMOIED) 12" IE 11.44 (OUT 119 ---11 0 Ct27X 7 4 rr` •► ar E 14.10 5= 12'•4_010X : E 1,290 MP Ws 12` E MSS (WT ) Fr E n_55 -Sad 3s' E nos (OW) 1. 1 /6.50 - Tr E Ti_56 (10- 72' E mss (-s l E 1Los giuT.- • 6 S TD R M A SCALE: 1 " =20` HORZ. 1l " =5` VERT. ` & !4K 1 R SEPARA 1011 RP 1480 12" E 1203 6 E 1253 Mb tri STORM C - SCALE: 1 6 =20 8 HORZ. 1 '= 5' VERT. -- y 20 -10 5' -12' 0 0.00X T 1 In I I _e2(.01' -6" 0 0_00Z W -- TQ alvt -B TOP 16.50 12' E 11.56 (IN -NE) 12' IE 11.56 (IN -SW) 36' 1E 11.06 (OUT. -Nii) 7 TYPE I1 -54" L TOP 16.52 12` IE 11.56 (IN -NE) 12' IE 11.56 (IN -SW) 36' lE 11.06 (OUT -NW) SCALE: l " =20 HORZ. 7 "- VERT. -- - - -- , - 1 01 1 1 0 0 _ __ _____ £x. CS TOP 12.84 8 IE 11.59 ON) 6" IE 11.39 (OUT) 1 o Jr . i Lt' yj ' J b • fi'e • • RECEIVED CITY CF TUKWILA MAC CENTER 1�o� -I -y Iz cake IDIE MUNE via, S THE B L U E 1 t s - - � I i / f - ,w i NM& i - - � 13038 INTERURBAN AVE. SOUTH CITY OF TUKWI LA WASHINGTON HORIZ: 1' =20' VERT: 7=5' SF � •. SCALE WM A. 08E14 PE - :. <- PROJECT MANAGER BEN RU1KOWSIO ~ K . 4 I DESIGNED BY RAW 8ANOTW ms._• airaA*' ,....,,...` DRAWN BY a3A+i05 / DATE al 2 a ii id a !!t t U 1 g C , o t 2 a •::: t y t o e t} 2 1 : t r �) 4100 PAIMEDIER: D4 -05 5 a is 7 20 1 0' _4 20 P 70 Ex 54' SEVER E -as w f 61' -18" 0 0.50X DO ` wf f � LO(. ON S G LID TOP 17.25 72' IE raw; 20 r 10 39' -12' O 0.56X TYPE //-48. T1 I1 -48' / D LOCKING LID w7 A ID LOGGING LID TOP 17.30 TOP 17.25 ' 12 IE 11.16 - - - 12' IE 10.94 •- -- __ ____._ _ - -- __.. - __ _.- --_ -- .__ ____ __ _. EK 1 2' WATER CONTRACTOR POTHALE PRIOR To C STRUCncW AND N TIFY THE BLUELINE GROUP OF ELEVATION 10 ENSURE PROPER CLEARANCES , ! EX 18' SEMER t ' t EX. 54' IE -8.5 , ti 167' -12" 0 0.25X DCIS11NG GROUND ELEVA 110N OVER PIPE (TYP.) SEC 23 TWP 1 5N 1 (TO BE ABANDONED) r. 80' -12` O a 5oX f w TOP 16.0± 12'1E 11.36 w SOLID LO XN LID 70P 16.90 12" IE 11.56 36' IE 11.06 - - - -- 4 - _ RGE 4E W.M. 26I12'00.19X 0121A W SOLID LOOK/VG Lb TOP 16.91- 12' IE 11.41 5' - -12' 0 0.00% OVER PIPE (7W.) u I 4' PVC SLEEVE FOR WA SERVICE ONES IE 9.56 EXIS17NG GROUND ELEVA 7TON DETEN110N PIPE - 123 0 0.00X I Ex. C8 125A REPLACE INLET W/ SOLID UD TOP 14.94 6' IE 11.64 (IN -NE) 6 " IE 11.44 (NJ -SE) 10" IE 11.34 IDUT -SW) (10 BE REMOIED) 12" IE 11.44 (OUT 119 ---11 0 Ct27X 7 4 rr` •► ar E 14.10 5= 12'•4_010X : E 1,290 MP Ws 12` E MSS (WT ) Fr E n_55 -Sad 3s' E nos (OW) 1. 1 /6.50 - Tr E Ti_56 (10- 72' E mss (-s l E 1Los giuT.- • 6 S TD R M A SCALE: 1 " =20` HORZ. 1l " =5` VERT. ` & !4K 1 R SEPARA 1011 RP 1480 12" E 1203 6 E 1253 Mb tri STORM C - SCALE: 1 6 =20 8 HORZ. 1 '= 5' VERT. -- y 20 -10 5' -12' 0 0.00X T 1 In I I _e2(.01' -6" 0 0_00Z W -- TQ alvt -B TOP 16.50 12' E 11.56 (IN -NE) 12' IE 11.56 (IN -SW) 36' 1E 11.06 (OUT. -Nii) 7 TYPE I1 -54" L TOP 16.52 12` IE 11.56 (IN -NE) 12' IE 11.56 (IN -SW) 36' lE 11.06 (OUT -NW) SCALE: l " =20 HORZ. 7 "- VERT. -- - - -- , - 1 01 1 1 0 0 _ __ _____ £x. CS TOP 12.84 8 IE 11.59 ON) 6" IE 11.39 (OUT) 1 o Jr . i Lt' yj ' J b • fi'e • • RECEIVED CITY CF TUKWILA MAC CENTER 1�o� -I -y Iz cake IDIE MUNE via, S SIZING CHART DESIGN Number Of Meals x Waste Flow x Retention x Storage = Capacity FORMULA_ Per Peak Hours Rate Time Factor In Gallons GALLON CAPACITY 7 • sw 1008 1250 1500 1750 2000 2500 2750 3000 4000 5000 ' • • •. r iiTM ,. - r z . r' ! 1fiT` I' T6 Dimension B • Riser Height 12 ", 15 ", 18 ". 21", .1(T • if121i.Tir 18", 21", iZ IIIIIIEiii i lain= gliFiiTIrifier - AKF Dimension C - Nominal pipe size of inlet and outlet 1 -1/2" iiiI1181:111 01+1 a>iTitnaltAlWI v1 • " :" LT17tbLt'i[Z7 li T"iil 'taiinrommamor"atbT1£'i■irTIM 21.50" I w. - • -IFTAlliZral Fiamor'z - am iii ammtr '.7ETr2;'.11111bE17711bl'rarribb 1 31 VO co/.c u arram - bBliQ ii 111118111111111FrAFAIMI1 LEMIEi]lleMatialIMAM!I AM Irlfibiltitifill CUM CCM WM ILLA111.1411 ILIZ TFR DFPfl1 L'IIII - F - ®® 4' -11" ®11:ECIS 4'O- NEI ®NIZLI® ®EIGN r -1- Marra METER SIZE 1 -1/2" B 2" Dimension A' 13 25" S i i i _ 1M i ,w t i / ! i i 13038 INTERURBAN AVE. SOUTH CITY OF TUKWI LA WASHINGTON HORIZ: N/A VERT: SCALE TODD A. OBEIK PE 17.25" or 15.50" DESIGNED BY Furs R9IAaN OTR Dimension B • Riser Height 12 ", 15 ", 18 ". 21", 24 ", 27" 12 ", 15 ", 18", 21", 24 ". 27" Dimension C - Nominal pipe size of inlet and outlet 1 -1/2" !I'dd "! 01+1 Op t v1 2" Dimension D" 21.50" I w. 26 63" "('TES Li t N + � c' 1PE `- i:wCK, t.. �.. - C KA.N • I SC. -r.u• '----.1111101.1111..114 211111.11111111.111.1." 314_ OR 1" PARTS LIST: • •• T -,.; - . ■ } ''Bs, : 'c-'r: ANC C"' .. `qi� ct1N� �I ...a...E P k a' • '1 - .. •a- •, 17 . -, Y': I+r1 •. - �s1: :,' > • • !.4 ,I, . • . . .1h NI- 'ON AN S. 1'4 . �•. H4_ •t.i'.. ■- E ;■,E .�N r- '� 'l `.I�'' '7 .:•it - -� - `r?1 ;Y4,4J:E \:` ••LIE,} :.V� r , .ti':T:. _�C. �II:t r:r�)i��, \ �yAl! ;i; lJ AL. .,LC5'• .! T)'- •'1;.. r N• 1n'. ANT' uQ.l'-`EF A' �.' Gr . :qt� • 3.44 .UIA :.■ I. -L.� �:� ,.�R��'..:�rv,zr J. - - '•2'1, 7 !.' oN't'• . ILIA •, • •. \." ' new : BOATS • 14 ,S =(.1' _r.4 . t 04: • \•: T C.4 - .. .! Or: • N' ;IRAN ' r_■,)Ua: =t, 4; ; ; :54 K t L•T.. ". ;1• _i)r1' • A1'. ." A ::'E ' . I -it ' A !V .r a %'4_ ->, r. .. .1 . • '{ . ,., 4:,: A. I•,•.: •■ , 1'a A• - '•F . = .!..,. NS • _; :0.• • .... •I. \ -. • - , • .. L.•' i• , _ . 't•• • ,L. F,. /; ,.. �:h', S.: I l .44 • ' _.1+: , _ r T -,31∎. ! A ' 'til . ` - L' LIt:'L A � �, • ;EIS" • .. ...t• • . �i ir:>_ ti .:I L•tr - • e/L, ',. \ t A i!' * , j' t S • 3E :: A �: !_. y;•� - t r; - . )- T.if S'4A '• :7C1i'� SI,A�r .aF ._i ` - >.� ..11:. ir" Sr L ,�•: :,',.: V j'f ` : (7, tr of Y I SHFI" WS -17 71/k Wilt/ 1:71 ° It City of I - .4 : Tukwila t T 4 - Fr+.t "•r I B S4at'_`Cti :,RAVV L . ' C 0: °i_ \:3S HUED ER X ANIG_E S "CP BALL ' OR 3 4 C:. S - CE . -i = FATALE 'R^ti 0P E THR£. .rrsro, - Las t,3 B. S}ELTJh �arw my" • 1 � ( j I il A _ i . / �` � � • .1 vA II i � I __ L ; ya•a ..r F:RE HYDRANT /-11E. N5 LLD gY C1Tr \-- • - T PS K : -7E PVC - PC_ r ET.y.fNF NOTES: ' NC tit - ER A- ',_i'5 &ND DR VE.%Lv5 ."1-ERE SS :e 2 :,'SE CiEt. ?" N `. S : R'.'SHED F=UCK ' SER. - CE _'‘E R - =ER --. 01.z. r - -ESE S- tS.1:: -RaS METER 3LrOR• RS-0 r rt :x '.0 NOTES: r 1 1 2 [IACKFI.! WITH COMPACTED E MA1 E FOAL 1 DROP PI 'h _ 10 BE SAME SIZE AS INTO RCI ; 1I O SEWER 3 CLASS 5? DUCT IL E IRON PIPE ONLY 4 CONCRF 7i (LASS 5 (1 CEMENT 5 5A ' MIX WITH 1 -1/2" AGGREGATE 5 SEE SS -�F3 F :7R ACCESS AND CHANNELiZAT' N 6 SEE SS -13 FJr: STEP DETAIL OM L 14GTH 10 SOLID Bt WING MATERIAL AMEN SEA\ IS MORE THAN 4' F. FFxI I JOINT 4.^' BEND CONCRETE � 't City of �•.. '. Tukwila KOR•N SEAL 1/2' BLIND FLANGE W1'H STAINLESS STEEL BOLTS TEF PIPE CHANNELIZATION B. SHELTON ALOIST MANHOLE DROP CONNECTION SS-10 NOT TO SCALE f XIS ajrFMFw'\ NOTES: • S ' Yk 'LSE=_ ? l/7 LAX TO l i \--r1 r - SA x V2- DIAMOND PATTERN (WIT•104.1T FRAME) 1, AAA 3' SON I r . 1 - rT*CFLENE'Df OGE ,'•lt':. S = -1 1PW . 5'x 5 LANDrG REOLPRED RAMP ANC Ay''CACES SHALL BE CLEAR OF OBSTACLES NC: JC'hG HYDRANTS. POLES ANC 1�`'c 2 ' . .A-M CE \_ =�_ `._ SMALL BE PEP rENDTC! ...AH - J OR P_401t - - 0 CURB R4 'JVLESS G' ER - NSF S= _ C•► ;D BV THE E' 7€ER MAX:I.:_•v SLOPE. Si'ALL BE •2 ' 3 =U:, DEP' Ex J,SIO4JOIN ARE EACH.- S OF D" RAW S?-.A BE • - cat ::':` GEtiER.A.. DE '1 " -_K a:?° 4 2:.3R9 akv: f St-z- a. BE PI..ACE.., ":.' PER °.A3'JS 011 Aril -Ea �`�E - - S Op As D :REC'E� City of L .1 Tukwila r = 3 S"E - Un CURB RAMP RS-•2 • SEC 23 TWP 1 5N ROE 4E W.M. PHENOL DE 0 1! FILLFR - PI RERAR MF TAI { RAMI L G{UTF PER W5001 ; I D PLAN B 2A - 7 ' City of Tukwila t 1 C a r i t [f. r l all 11 a Caen-- - -n INLET DETAIL SHEET 1 t _ r ' A - SECTION A -A REVISION n: 08.03 . APPROVAL: B. SHELTON S' 1 { T ,. RS -27 CURB AND I,U'1FR - I SEF :lf ! Ax Fs OFIA, FLOW CURB AND GUTTER CATCH BASIN SURROUND PP'E MOI.OE D A.ANT FILER 1. THE EROSION PREVENTION AND SEDIA ENT CONTROL (ESC) MEASURES ON THE APPROVED PLANS ARE MINIMUM REQUIREMENTS 2. BEFORE BEGINNING ANY CONSTRUCTION ACTIVITIES ESTABU91 THE CLEARING LIMITS INSTALL CONSTRUCTION ENTRANCE; AND INSTALL EROSION PREVENTION AND SEDIMENT CONTROL MEASURES I BEFORE ANY GROUND DISTURBANCE OCCURS ALL DONli 'pEAM ERO9ON PREVENTION AND SEDIMENT CONTROL MEASURE'S' (ESC) Aft-ST BE CONSTRUCTED AND N °MANN. NVSTALL AND MAINTAIN ALL ESC MEA 51JRES ACCORDING TO THE ESC PLAN_ 4. ESC MEASURES INCLUDING ALL PERIME7ER CONTROLS, SHALL RDIAN NV PLACE UNTIL FILIAL SHE CONSTRUCTION IS COMPLE7ED AND POLL - VENT STABILIZATION IS ESTABLISH D. 51. FROM MAY I THROUGH SEPTEMBER 34 PROVIDE TEMPORARY AND PERMANENT COVER MEASURES S TO PROTECT DISTURBED AREAS THAT Mu. REMAIN UNWORKED FOR SEVEN DAYS OR MORE 6. FROM OCTOBER 1 THROUGH APRIL 30, PROVIDE TEMPORARY AND PERMANENT COVER MEASURES TUT PROTECT DISTURBED AREAS THAT *.L REMAIN UNIVORKED FOR 71117 DAYS OR MORE N ADDITION 70 COVER MEASURES, THE CONTRACTOR SHALL: A. PROTECT STOCKPILES AND STEEP OJT AND FILL SCOPES F UNWIRCED FOR MORE THAN 12 HOURS B. STOCKPILE; ON 9TE ENOUGH COVER MATERIALS TO COVER ALL DISTURBED AREAS C BY OCTO ER 8. SEED ALL AREAS THAT NE L REMAIN UNIFORM) DURING THE NET SEASON (OICTOB R 1 THROUGH APRIL 30). MULCH AL_! SEEDED AREAS 7. FAA! LIRE 10 MAINTAIN ESC MEASURES IN ACCORDANCE NI11 DE APPROVED MAINTENANCE SCHEDULE MAY RESULT N THE NARK BE 1Ks PERFORMED AT THE DIRECTION OF THE DIRECTOR AND ASSESSED AS A LIEN .•.^- THE PROPERTY NI"ERE WI FACILITIES ARE LOCATED. a DURING THE LEE OF THE PROIIiCT, THE PE7RAITTEE SHALL MAINTAIN N GOAD CONDITION AND PROMPTLY REPAIR, RESTOR& OR REPLACE ALL GRADE BRACES; WALLS DRAINS DAMES STRUCTURES VEGETATION, EROSKI N AND SEDIMENT CONTROL MEASURES AND OTHER PROTECTIVE DEICES N ACCORDANCE N APPROVED PLANS 9. DE PERSAT7EE SHALL MONITOR DE DOIMNSIREAM DRAINAGE FEATURES AND 91AL1. WIN THE DIRECTOR'S APP (OVAL„ R a1OVE ALL SENT DEPOSITION RE>£9L TWIG FRO61 PROJECT-RELATED WORK lQ ALL WORK PERFORALED SHALL BE PER APPROVED PLANS AAD SPEECPICA nIOINS ONLY. THE PEJNNIT1EE IS REQUIRED TO 'imam" A SET Or APPROVED PLANS AND SPECIFICATIONS AM) ASSOCIATED POSITS ON THE JOB 97E MIRK SHALL BE PERFORMED N ACCORDANCE 111111 ALL FEDERAL, STATE ARID LOCAL LAWS 11. AS THE FIST ORDER OF BUSW= THE PERYTTEE SHALL INSTALL EROSION PREVENTION ARID SENT CONTROL MEASURES PER THE ESC AND SHALL INSTALL THE DOWNSTREAM EAMI TE PORARY ESC a EItST RES BEFORE ANY 91E DItSSTURBANr..E OCCURS BEFME THE TEMPORARY A E:ASURES ARE REMOVED. INSTALL AND ESTABUS H THE uPSTREAN PERLANENT ESC 12 1Hf PE1MITTEE SHALL AT ALL TIES PROTECT SE71f917* A EA.% DEN BUFFER. ARID ADJACENT PNIWVA it PROPERTIES MCP PNLBRC RM 47S-0F RN Y OR EASEMENTS FROM DAMAGEDURING t;RAl LNG OPERA nONS THE FEMME 9iALL RQES - WI E 10 DE STANDARDS N EFFECT AT THE 1iE OF THE ISSUANCE OF THE PEWIT 171ME AREAS WEIR BUFFERS. ARID PORK ARID PIaVA TE PEER 7ES ARID asPROWILEPITS AArACED BY ME PERAITYErS OPERATIONS 73 PDIdITTEE SHALL ARRANGE' FOP ARID Cwt Y 1111111 TP FUSI01IM11a A ID1V•Y THE PNBRC WORKS DEPARTMENT "Rims ?DIRKS FOLLO WIG INNSTALLA 1101! OF ESC ollEASWIES a WTAIN PERNIS9Cos IN a rIWNIC FMON THE pill C WOWS DEPARTMENT PROW W TO NO FIWNIC TIE ESC PL AR. C MANTA4M ALL ROAD arilMNiADE SIS1ENS, SWIM w 1! BNMM6E S)'SiRS CONI G& MEASURES AND OPER FAQH'E"5 AS VENIRE D N RE ESC RAIL A REPAIR ANY S1L rim" OR 131090i AsmoCE'S 111 ADORNING AND DRAINACIE E INSPECT F Tp RE APPROVED ESC INSPECTION SCHEDULE AND MARE E NEEDED REPAIRS ININEDIATQ)! 7. ALL MEMOr EXICausless ameAlIONS 9011L ET OR DICEED ALL APPIAVISTE ;r'mr5= S 0r -I$T ! AIL i/ S FETY ST'S IIEWHENEWS 2 PIONfie CM& FOR CPES AID LANES Stalti E Re A MERIN IP1 A 51011111011 NORMAIDIL SEPAIbIROII FROM GRIER UNDERICRIMND 1/111111E5 .aS ADJUST ALL MANINCRES, WIN atSitt ROM -RINT OR EASEM9115 AFTER ASPIOLLT AWING. DIMENSIONS NOTES: 1 METERS TO BE SUPPLIED AND SET BY THE CITY 2 METER BOX SUPPLIED BY PERMITEE 3 METER SETTER TO BE APPROVED BY THE CITY INSPECTOR PRIOR TO BACKFILL 4 REFER TO CHAPTER 7 OF THE STANDARDS 'CONTACT PUBLIC WORKS OPERATIONS FOR PREFERRED SPACING City of Tukwila SHEET REVISION t1 APPROVAL: A Art D 08.03 B. SHELTON METER 1 -1/2" AND 2" SETTER WS -02 NOT TO SCALE 1. ALL WORK PERFORMED SHALL BE PER APPROVED PLANS AND SPECIFICATIONS • 'T ONL THE PERMITEE IS REQUIRED 70 MAINTAIN A SET OF APPROVED PLANS. • - SPEOF7CA TTONS AND ASSOC A TED PERMITS ON THE JOB 97E WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL FEDERAL, STATE AND LOCAL LAWS PDRMNTEE SHALL APPLY FOR A REVISION FOR ANY NOW NOT ACCORDING 70 THE APPROVED PLANS 2 PERANTEE /CONTRACTOR SHALL ARRANGE A PRECAIVSTRUCTION CONFERENCE WITH THE CITY'S INSPECTOR(S) PRIOR m BEGINMNG ANY IVOR C: 3. WORK N ROADWAYS A. ALL NON< IN ROADWAYS SHALL MEET DAC 11 AND THE FO1.ONING: B. PRIOR 70 ANY ACTIVITY IN CITY RIGHT-OF-WAY, DE 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 TIME NO?K AND SHALL MEE MUTED REQUIREMENTS C ALL WORK REQUIRING LANE CLOSURES MUST BE BY PERMIT ONLY. FROM THE THIRD THURSDAY IN NOVEMBER 70 DE FOL.LOIW NG JANUARY 2ND, THE DIRECTOR DOES NOT ALLOW LANE CLOSURES IN THE TUKNILA URBAN CENTER D. FIRE; PEDESTRIAN, AND VEHICULAR ACCESS TO BUILDINGS SMALL BE MAINTAINED AT ALL TIMES EXCEPT MEN PERMIT-TEE HAS PERWS9ON FROM THE BUILDING ONNER MID THE DIRECTOR TO aO.SE AN ACCESS E ALL ROADWAYS SHALL BE KEPT FREE OF DIRT AND DEBRIS USING ST E'ET SWEEPERS USE OF WATER TRUcrS FOR CLEANING RO/IDWA VS REQUIRES' PREAPPROVAL FROM DIE DIRECTOR. F- ANSTALL STEEL PLATES OVER ANY TRENCH, AT ANY TIME WORK IS STOPPED AND THE TRENCH IS LEFT OPEN. 1. ALL AK-MODS AND MATERIALS SHALL MEET OTY AF TUC11EA DEVE OP EN T GUIDEUNES AND DESIGN AM CONSTRUCTION STANDARDS. ARID THE CURRENT MG COUNTY SURFACE WATER DESIGN MANUAL. LJESS OTHERNISE APPROVED 2 MARK ALL STORM DRAIN ACCTS NI1H SUMP NO WASTE' AID OTHER - DRAINS TO STREAMS'. 'DRAINS TO NETLAIDS', OR TRAINS 70 GROUND A TER , AS APPLICABLE J. DRIVEWAY CULVERTS SHALL. BE OF SUFFICIENT LENGTH TO PROVRE A MINIMUM .11 SLOPE FROM THE EDGE OF THE DIRrWWAY TO THE BOTTOM OF THE DITCH. CULVERTS SHALL HAVE BEVELED END SECTIONS THAT MATCH DE SID' SLOPE 4. S/MGUI FAKE Y RESIDENCES CONSTRUCTED ON LOTS C REA TED BY SUBDIWSION MUST PROVE DOII N SPOUT NFz 1RA 111OV SHOWN OIL/ THE APPROVED PLANS 5. COORDINATE FINIAL STUB -OUT LOCATIONS INTH DE UTIJTES INSPECTOR. PROVIDE A NNE OR OTHER DETECTION DEVICE AND MARK STIJ6 -DV T LOCATION IMTH A 5-FOOT rxe STAKNE BURIED 4-FEET AND LABELED - STORM OR `DRAIN'- 1_ THE CONTRACTOR SHALL INSTALL CORPORATE STOPS EA TER SERICE LINES AND Q 7ERS THE CITY OF 11.1KNI A MLL AVSTALL THE METERS 2 PRESSURE TEST ALL INTER MEANS AND APPURTENANCES. 3 FLUSH ARID DISINFECT AEA CLEANED. aP REPAIRED WIA TER MAINS 4. INSTALL 1ES7RAIIED JOIPi1S AT ALL BENDS TEES AND OTIER DIRECTION CHANGES ALL WATER MANS SHALL HAW A BLOW-OFF ASSEMBLY AT LOW PONT AND AN AR WORN RE1LF !MEW AT NIGH POINT OF MILK 6. rlfSTAI2 ROW HWIRANT ASSEMBLY SO IT STANDS PLUMB AND SO THAT 11E LOWEST CUTLET IS AT 111' MOW THE FNISPID GRADE PE ASSEMBLY 99ALL MAW A CLE.4 ZONE AROUND H1CIRAINT OF AT LEAST '. AND IRE AVER PART SNAIL FACT STREET OR FIE ACCESS 7 PE IIISTAL.fR W" A FIE LARNIE AAOELOW PREVEMIVII DEVICE INSTALLED OUMIDE IRE WNW AND UNDUKROUND. SMALL /M IE A LEWL • CERKiCA E tE 0011 CY OR A LFAEL U CT11I1 TIbiCTOrS CERTIFICATE CF coritriorr F WIC' MNISTALIER IS DIFFERENT M NI *E DACIFLOW PREVENTED, CEO WE INSTALLER NW SLUM glat, AND DAME PE PLANS IN AQO'>MON TO PE DIESIGNErS SWAM, SIOM 1fIE AND DAL a aiSTALL MIER awe AiOISIC SOWN L/ES SOH PMT PEE form O• PE - E1r MAAR M AT LEAST If AC ES AI ME PIE TDIP OF Pit SENt LOCAE MIL SEC ICIN OF MATTER RAE SO PMT 15 itspawr IS MOVE PE SEVER MI SAT PIE IAOISC I14TALCATION MAY WNW SPECIAL SIC MINI SMIPPORT FOR ME MIER AND WIER PPE a / MIL MUER SPOILT LINES AT LEAST D FEET I WSITIR 1ML1C IE/M NRED EDGE aE Agrr F 11aRIC Q PROPOSE. SEWER AID AT LEST >r ANDES 1E PIE fr A SEA \ ----T....7j., , J, - Tt .. , :r'SJ: . " _._ • - AT LEAST ONE WEEK BEFORE BECOMING CONSTRUCTION, CONTACT PUBLIC WORKS UTILITIES INSPECTOR AND SCHEDULE A PRECANS7RUCTIOW MEETING. 70 CONSTRUCTION. IALE T 1' PLAN VIEW - - ADJUST I U (;AADE VENT PIPES B I ' _ City of .. '.�� Tukwila a 1.1 sopeciwo Tee =. CAM 'A' 1' TYP GROUT AU. AROUND BOTH SIDES ACT to LENGTH 10 LENGTH - 24' DIA LOCIONG =RAMS A COVER NA AGAS hoH ] PLCS (2 PLCS ON 577 -GA) NOTES: SECTION A-A I REFER TO CHAPTER 8 OF THESE STANDARDS 2 CONCRETE. 28 DAY COMPRESSIVE STRENGTH fC' 4500 PSI 3 REBAR: ASTM A-615 GRADE 60. 4 MESH ASTM A - 185 GRADE 65. 4 DESIGN: ACI- 318.83 BUILDING CODE ASTM C -857 "MINIMUM STRUCTURAL DESIGN LOADING FOR MONOLITHIC OR SECTIONAL PRECAST CONCRETE WATER AND WASTEWATER STRUCTURES' 5 LOADS H-20 TRUCK WHEEL WITH 30% IMPACT PER AASHTO 6 FILL WITH CLEAN WATER PRIOR TO START UP OF SYSTEM. 7 CONTRACTOR TO SUPPLY & INSTALL ALL PIPING & SAMPLING TEES B ONLY GRAY WATER, EXCEPT DISHWASHERS. BLACK WATER SHALL BE CARRIED BY SEPARATE SIDE SEWER Wilson n• 08.03 APPROVAL: B. SHELTON OUTLET GREASE INTERCEPTOR SINGLE VAULT WITH DOUBLE BAFFLE SS-14 NOT TO SCALE 2. NOTIFY THE UTILITIES INSPECTOR AT 206 -433 -0179 AT LEAST 48 HOURS (2 WORKING DAYS 3EFO?E STARTING PROJECT SITE MOW. S REQUEST A PUBLIC WORKS UTILITY INSPECTION AT LEAST 24 HOURS ( 1 WORKING DAY) IN ADVA.M -I BY CALLING 206- 433 -0179. 4. THE CONTRACTOR ASSUMES' SOLE RESPONSIBILITY FOR WORKER SAFETY, AND DAMAGE TO STRUCTURES AND IMPROVEMENTS RESULTING FROM CONSTRUCTION OPERATIONS 5t THE COVTR.ACTO? SMALL HAVE THREE PERMIT(5) AND CONDITIONS, THE APPROVED PLANS AID A CURRENT COPY OF CITY OF TU INCA DEVELOPMENT GUIDELINES AND DESIGN AND CONSTRUCTION STANDARDS AVAILABLE AT THE J013 SITE 6. ALL MIRK SHALL COWORM TO THESE APPROVED DRANINGS. ANY CHANGES FROM THE APPRO :fD PLANS REQUIRE PRE - APPROVAL FROM THE OIMER, TINE E71 NEER AND THE CITY OF TUCW ILA 7. ALL METHODS AND MATERIALS SHALL MEET CITY OF TUKNE.A DEVELOPMENT GUIDELINES AND DESIGN AND CONSTRUCTION STANDARDS LAW ESS OTHERN85E APPROVED BY THE PUBLIC WORKS DIRECTOR. a CONTRACTOR SHALL MANTANV A CURRENT SET OF RECORD DRAN GS ON -SITE 9. CONTRACTOR SHALL PROD RECORD DIRANW4GS PRIOR TV PROJECT FINAL APPROVAL. ILL CONTRACTOR SHALL PROLE TRAFFIC CONTR+Or AID STREET MAINTENANCE PLAN FOR PUB C WORKS APPROVAL BEFORE IPLDENTA 7IO . 11. ALL SYARVEIII G FOR PL /C FACILITIES SHALL BE DONE UNDER THE DIRECTION OF A WASIH1MGTON UCENSFD LARD SURVEYOR. VERTICAL DATUV SHALL BE NAV) 1988. FIR PROJECTS WHIN A R1000 CONTROL ZO & THE PEIRiIT7EE SHALL PROVIDE CONVERSION CALCULATIONS TO NOD 1929. HORIZONTAL OATEN SHALL BE STATE PLANE COORDINATES 12 THE CONTRACTOR SHALL REPLACE: OR RELOCATE ALL SIGNS DAMAGED OR REMOVED DUE 1. ALL AIF7H ODS AND MIA TE RIALS SHALL MEET CI TY OF 1t IWLA DEVELOPMENT GUVEUNES AND DESIGN AND CONSTRUCTION STANDARDS CAMS O71 RIESIE APPROVED. 2 THE Cc'N1RACT R SHALL MARK THE END OF THE SIB SERER, INSIDE THE PROPERTY LNC NTH A 4 FOOT PRESSURE TREATED 2 x 4, BAILED N THE GRIOUIND 4 FEET- PE BURIED END SHALL HAW' A 2 X 4 GREAT NAILED TO IT TO PREVENT MTHIORAWAL OF THE STAKE: ?H EX'"N05ED 1- FOOT SHALL BE PANTED TRAFFIC YEiLOW AID THE DEPTH TO THE Sl,E SEVER OR TEE SHALL BE INDICATED N BLAGX PAINT- .I *STALL SANITARY SE11E7R LANES AT LEAST 10 FEET HoRIZONTALLY. WARRED EDGE TO EDGE: FROM ANY E70S1WIIC OR PRr;XPQSE'D TITH SUPPLY ARID AT LEAST 18 INCHES BELOW THE BUT7otII OF A 14 TER LNE 7. WEN ACTIVITY IS MATT VISTALL A SAN NTH LAINIU I nifo LFT7ERS STA TWIG PERmi 7E1� OR COMPANY NAIL ARID DAY AND (WANG PHROIE M. RSL Th 17.G8. 140 .2 IIRSTAL1 EIANSCADES. SCikS MIMING LK2i1 , AND SAFETY LEWOES SUFFICIENT TO NOTIFY PUBLIC OF OBS11RUCnOI OR TRAFFIC HAZARD OE C.ES •ST IEIMN :LAIC mE OBS IS aE/IE£D AND f E RIGi HT- " AA Y IS RESTORED: 11ME 11. JZ 17O A. 3 ~ma AOCE55 10 FIE STA 1loNS. f11E HYDRANTS F E' ESCAPES !ND FIE FIGKII NIG Mimeo_ Ti r 11 LAS.1aa 4 MANTA* ACCESS 70 PROPERTY ADJOINING ENCA wl T_N at 9w wow .S PNEsurvE AND PROTECT ALL PROPERTY ADJOINING MAMMON OR 9'E MIC aC lE$>OE DISTLIRELANCE YO /M M>E AND MOW _ MC 71_0&21E11. 7 OF SLR1Er MONUMENTS AND MFRS REURITES PIE OPEClarS A MEWED SLRRIE) BILL WRAC( DISTURBED MONUMINTS AND avocets « Carty LEN ALL SUM AINIp C rY LAID AND PROCEDURES D PROJECT RAMC MOM ALA MITE ARID WISE Pawnee EIc maga of a SIDEIRIU1 OR CURD ROMP F PERIMI NaNTT IS 111004/St 980 n_611220 1E axe, 01 ORNMISTION ITN NOR- IND MI PLATES IIIIMMD TO anal= or al raguOLRS SW W oar SPACE mac mama IL maw ALL POCIIPILE MN 11311A[ SWIM IF SWIM • A SAff seralER 1`I PRINECT PE AMC Gass lot swam maw . Ia I, THE B 1 1 S i i i _ 1M i ,w t i / ! i i 13038 INTERURBAN AVE. SOUTH CITY OF TUKWI LA WASHINGTON HORIZ: N/A VERT: SCALE TODD A. OBEIK PE N/A : PROJECT MANAGER RN RUTKOW KI DESIGNED BY Furs R9IAaN OTR DRAWN BY ��~ 03/04/D5 DATE NOISIA3W &WNW ,ua , S I v WORM, qua Earl g`t Islam sat:minium mil !I'dd "! 01+1 Op t v1 I w. 1 31 VO co/.c u i=j T 1 ON 1 f . s . •-..+ cY i W Joe NUAVeIEE: 124-055 sfrr 7 ' 7 "('TES Li t N + � c' 1PE `- i:wCK, t.. �.. - C KA.N • I SC. -r.u• '----.1111101.1111..114 211111.11111111.111.1." 314_ OR 1" PARTS LIST: • •• T -,.; - . ■ } ''Bs, : 'c-'r: ANC C"' .. `qi� ct1N� �I ...a...E P k a' • '1 - .. •a- •, 17 . -, Y': I+r1 •. - �s1: :,' > • • !.4 ,I, . • . . .1h NI- 'ON AN S. 1'4 . �•. H4_ •t.i'.. ■- E ;■,E .�N r- '� 'l `.I�'' '7 .:•it - -� - `r?1 ;Y4,4J:E \:` ••LIE,} :.V� r , .ti':T:. _�C. �II:t r:r�)i��, \ �yAl! ;i; lJ AL. .,LC5'• .! T)'- •'1;.. r N• 1n'. ANT' uQ.l'-`EF A' �.' Gr . :qt� • 3.44 .UIA :.■ I. -L.� �:� ,.�R��'..:�rv,zr J. - - '•2'1, 7 !.' oN't'• . ILIA •, • •. \." ' new : BOATS • 14 ,S =(.1' _r.4 . t 04: • \•: T C.4 - .. .! Or: • N' ;IRAN ' r_■,)Ua: =t, 4; ; ; :54 K t L•T.. ". ;1• _i)r1' • A1'. ." A ::'E ' . I -it ' A !V .r a %'4_ ->, r. .. .1 . • '{ . ,., 4:,: A. I•,•.: •■ , 1'a A• - '•F . = .!..,. NS • _; :0.• • .... •I. \ -. • - , • .. L.•' i• , _ . 't•• • ,L. F,. /; ,.. �:h', S.: I l .44 • ' _.1+: , _ r T -,31∎. ! A ' 'til . ` - L' LIt:'L A � �, • ;EIS" • .. ...t• • . �i ir:>_ ti .:I L•tr - • e/L, ',. \ t A i!' * , j' t S • 3E :: A �: !_. y;•� - t r; - . )- T.if S'4A '• :7C1i'� SI,A�r .aF ._i ` - >.� ..11:. ir" Sr L ,�•: :,',.: V j'f ` : (7, tr of Y I SHFI" WS -17 71/k Wilt/ 1:71 ° It City of I - .4 : Tukwila t T 4 - Fr+.t "•r I B S4at'_`Cti :,RAVV L . ' C 0: °i_ \:3S HUED ER X ANIG_E S "CP BALL ' OR 3 4 C:. S - CE . -i = FATALE 'R^ti 0P E THR£. .rrsro, - Las t,3 B. S}ELTJh �arw my" • 1 � ( j I il A _ i . / �` � � • .1 vA II i � I __ L ; ya•a ..r F:RE HYDRANT /-11E. N5 LLD gY C1Tr \-- • - T PS K : -7E PVC - PC_ r ET.y.fNF NOTES: ' NC tit - ER A- ',_i'5 &ND DR VE.%Lv5 ."1-ERE SS :e 2 :,'SE CiEt. ?" N `. S : R'.'SHED F=UCK ' SER. - CE _'‘E R - =ER --. 01.z. r - -ESE S- tS.1:: -RaS METER 3LrOR• RS-0 r rt :x '.0 NOTES: r 1 1 2 [IACKFI.! WITH COMPACTED E MA1 E FOAL 1 DROP PI 'h _ 10 BE SAME SIZE AS INTO RCI ; 1I O SEWER 3 CLASS 5? DUCT IL E IRON PIPE ONLY 4 CONCRF 7i (LASS 5 (1 CEMENT 5 5A ' MIX WITH 1 -1/2" AGGREGATE 5 SEE SS -�F3 F :7R ACCESS AND CHANNELiZAT' N 6 SEE SS -13 FJr: STEP DETAIL OM L 14GTH 10 SOLID Bt WING MATERIAL AMEN SEA\ IS MORE THAN 4' F. FFxI I JOINT 4.^' BEND CONCRETE � 't City of �•.. '. Tukwila KOR•N SEAL 1/2' BLIND FLANGE W1'H STAINLESS STEEL BOLTS TEF PIPE CHANNELIZATION B. SHELTON ALOIST MANHOLE DROP CONNECTION SS-10 NOT TO SCALE f XIS ajrFMFw'\ NOTES: • S ' Yk 'LSE=_ ? l/7 LAX TO l i \--r1 r - SA x V2- DIAMOND PATTERN (WIT•104.1T FRAME) 1, AAA 3' SON I r . 1 - rT*CFLENE'Df OGE ,'•lt':. S = -1 1PW . 5'x 5 LANDrG REOLPRED RAMP ANC Ay''CACES SHALL BE CLEAR OF OBSTACLES NC: JC'hG HYDRANTS. POLES ANC 1�`'c 2 ' . .A-M CE \_ =�_ `._ SMALL BE PEP rENDTC! ...AH - J OR P_401t - - 0 CURB R4 'JVLESS G' ER - NSF S= _ C•► ;D BV THE E' 7€ER MAX:I.:_•v SLOPE. Si'ALL BE •2 ' 3 =U:, DEP' Ex J,SIO4JOIN ARE EACH.- S OF D" RAW S?-.A BE • - cat ::':` GEtiER.A.. DE '1 " -_K a:?° 4 2:.3R9 akv: f St-z- a. BE PI..ACE.., ":.' PER °.A3'JS 011 Aril -Ea �`�E - - S Op As D :REC'E� City of L .1 Tukwila r = 3 S"E - Un CURB RAMP RS-•2 • SEC 23 TWP 1 5N ROE 4E W.M. PHENOL DE 0 1! FILLFR - PI RERAR MF TAI { RAMI L G{UTF PER W5001 ; I D PLAN B 2A - 7 ' City of Tukwila t 1 C a r i t [f. r l all 11 a Caen-- - -n INLET DETAIL SHEET 1 t _ r ' A - SECTION A -A REVISION n: 08.03 . APPROVAL: B. SHELTON S' 1 { T ,. RS -27 CURB AND I,U'1FR - I SEF :lf ! Ax Fs OFIA, FLOW CURB AND GUTTER CATCH BASIN SURROUND PP'E MOI.OE D A.ANT FILER 1. THE EROSION PREVENTION AND SEDIA ENT CONTROL (ESC) MEASURES ON THE APPROVED PLANS ARE MINIMUM REQUIREMENTS 2. BEFORE BEGINNING ANY CONSTRUCTION ACTIVITIES ESTABU91 THE CLEARING LIMITS INSTALL CONSTRUCTION ENTRANCE; AND INSTALL EROSION PREVENTION AND SEDIMENT CONTROL MEASURES I BEFORE ANY GROUND DISTURBANCE OCCURS ALL DONli 'pEAM ERO9ON PREVENTION AND SEDIMENT CONTROL MEASURE'S' (ESC) Aft-ST BE CONSTRUCTED AND N °MANN. NVSTALL AND MAINTAIN ALL ESC MEA 51JRES ACCORDING TO THE ESC PLAN_ 4. ESC MEASURES INCLUDING ALL PERIME7ER CONTROLS, SHALL RDIAN NV PLACE UNTIL FILIAL SHE CONSTRUCTION IS COMPLE7ED AND POLL - VENT STABILIZATION IS ESTABLISH D. 51. FROM MAY I THROUGH SEPTEMBER 34 PROVIDE TEMPORARY AND PERMANENT COVER MEASURES S TO PROTECT DISTURBED AREAS THAT Mu. REMAIN UNWORKED FOR SEVEN DAYS OR MORE 6. FROM OCTOBER 1 THROUGH APRIL 30, PROVIDE TEMPORARY AND PERMANENT COVER MEASURES TUT PROTECT DISTURBED AREAS THAT *.L REMAIN UNIVORKED FOR 71117 DAYS OR MORE N ADDITION 70 COVER MEASURES, THE CONTRACTOR SHALL: A. PROTECT STOCKPILES AND STEEP OJT AND FILL SCOPES F UNWIRCED FOR MORE THAN 12 HOURS B. STOCKPILE; ON 9TE ENOUGH COVER MATERIALS TO COVER ALL DISTURBED AREAS C BY OCTO ER 8. SEED ALL AREAS THAT NE L REMAIN UNIFORM) DURING THE NET SEASON (OICTOB R 1 THROUGH APRIL 30). MULCH AL_! SEEDED AREAS 7. FAA! LIRE 10 MAINTAIN ESC MEASURES IN ACCORDANCE NI11 DE APPROVED MAINTENANCE SCHEDULE MAY RESULT N THE NARK BE 1Ks PERFORMED AT THE DIRECTION OF THE DIRECTOR AND ASSESSED AS A LIEN .•.^- THE PROPERTY NI"ERE WI FACILITIES ARE LOCATED. a DURING THE LEE OF THE PROIIiCT, THE PE7RAITTEE SHALL MAINTAIN N GOAD CONDITION AND PROMPTLY REPAIR, RESTOR& OR REPLACE ALL GRADE BRACES; WALLS DRAINS DAMES STRUCTURES VEGETATION, EROSKI N AND SEDIMENT CONTROL MEASURES AND OTHER PROTECTIVE DEICES N ACCORDANCE N APPROVED PLANS 9. DE PERSAT7EE SHALL MONITOR DE DOIMNSIREAM DRAINAGE FEATURES AND 91AL1. WIN THE DIRECTOR'S APP (OVAL„ R a1OVE ALL SENT DEPOSITION RE>£9L TWIG FRO61 PROJECT-RELATED WORK lQ ALL WORK PERFORALED SHALL BE PER APPROVED PLANS AAD SPEECPICA nIOINS ONLY. THE PEJNNIT1EE IS REQUIRED TO 'imam" A SET Or APPROVED PLANS AND SPECIFICATIONS AM) ASSOCIATED POSITS ON THE JOB 97E MIRK SHALL BE PERFORMED N ACCORDANCE 111111 ALL FEDERAL, STATE ARID LOCAL LAWS 11. AS THE FIST ORDER OF BUSW= THE PERYTTEE SHALL INSTALL EROSION PREVENTION ARID SENT CONTROL MEASURES PER THE ESC AND SHALL INSTALL THE DOWNSTREAM EAMI TE PORARY ESC a EItST RES BEFORE ANY 91E DItSSTURBANr..E OCCURS BEFME THE TEMPORARY A E:ASURES ARE REMOVED. INSTALL AND ESTABUS H THE uPSTREAN PERLANENT ESC 12 1Hf PE1MITTEE SHALL AT ALL TIES PROTECT SE71f917* A EA.% DEN BUFFER. ARID ADJACENT PNIWVA it PROPERTIES MCP PNLBRC RM 47S-0F RN Y OR EASEMENTS FROM DAMAGEDURING t;RAl LNG OPERA nONS THE FEMME 9iALL RQES - WI E 10 DE STANDARDS N EFFECT AT THE 1iE OF THE ISSUANCE OF THE PEWIT 171ME AREAS WEIR BUFFERS. ARID PORK ARID PIaVA TE PEER 7ES ARID asPROWILEPITS AArACED BY ME PERAITYErS OPERATIONS 73 PDIdITTEE SHALL ARRANGE' FOP ARID Cwt Y 1111111 TP FUSI01IM11a A ID1V•Y THE PNBRC WORKS DEPARTMENT "Rims ?DIRKS FOLLO WIG INNSTALLA 1101! OF ESC ollEASWIES a WTAIN PERNIS9Cos IN a rIWNIC FMON THE pill C WOWS DEPARTMENT PROW W TO NO FIWNIC TIE ESC PL AR. C MANTA4M ALL ROAD arilMNiADE SIS1ENS, SWIM w 1! BNMM6E S)'SiRS CONI G& MEASURES AND OPER FAQH'E"5 AS VENIRE D N RE ESC RAIL A REPAIR ANY S1L rim" OR 131090i AsmoCE'S 111 ADORNING AND DRAINACIE E INSPECT F Tp RE APPROVED ESC INSPECTION SCHEDULE AND MARE E NEEDED REPAIRS ININEDIATQ)! 7. ALL MEMOr EXICausless ameAlIONS 9011L ET OR DICEED ALL APPIAVISTE ;r'mr5= S 0r -I$T ! AIL i/ S FETY ST'S IIEWHENEWS 2 PIONfie CM& FOR CPES AID LANES Stalti E Re A MERIN IP1 A 51011111011 NORMAIDIL SEPAIbIROII FROM GRIER UNDERICRIMND 1/111111E5 .aS ADJUST ALL MANINCRES, WIN atSitt ROM -RINT OR EASEM9115 AFTER ASPIOLLT AWING. DIMENSIONS NOTES: 1 METERS TO BE SUPPLIED AND SET BY THE CITY 2 METER BOX SUPPLIED BY PERMITEE 3 METER SETTER TO BE APPROVED BY THE CITY INSPECTOR PRIOR TO BACKFILL 4 REFER TO CHAPTER 7 OF THE STANDARDS 'CONTACT PUBLIC WORKS OPERATIONS FOR PREFERRED SPACING City of Tukwila SHEET REVISION t1 APPROVAL: A Art D 08.03 B. SHELTON METER 1 -1/2" AND 2" SETTER WS -02 NOT TO SCALE 1. ALL WORK PERFORMED SHALL BE PER APPROVED PLANS AND SPECIFICATIONS • 'T ONL THE PERMITEE IS REQUIRED 70 MAINTAIN A SET OF APPROVED PLANS. • - SPEOF7CA TTONS AND ASSOC A TED PERMITS ON THE JOB 97E WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL FEDERAL, STATE AND LOCAL LAWS PDRMNTEE SHALL APPLY FOR A REVISION FOR ANY NOW NOT ACCORDING 70 THE APPROVED PLANS 2 PERANTEE /CONTRACTOR SHALL ARRANGE A PRECAIVSTRUCTION CONFERENCE WITH THE CITY'S INSPECTOR(S) PRIOR m BEGINMNG ANY IVOR C: 3. WORK N ROADWAYS A. ALL NON< IN ROADWAYS SHALL MEET DAC 11 AND THE FO1.ONING: B. PRIOR 70 ANY ACTIVITY IN CITY RIGHT-OF-WAY, DE 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 TIME NO?K AND SHALL MEE MUTED REQUIREMENTS C ALL WORK REQUIRING LANE CLOSURES MUST BE BY PERMIT ONLY. FROM THE THIRD THURSDAY IN NOVEMBER 70 DE FOL.LOIW NG JANUARY 2ND, THE DIRECTOR DOES NOT ALLOW LANE CLOSURES IN THE TUKNILA URBAN CENTER D. FIRE; PEDESTRIAN, AND VEHICULAR ACCESS TO BUILDINGS SMALL BE MAINTAINED AT ALL TIMES EXCEPT MEN PERMIT-TEE HAS PERWS9ON FROM THE BUILDING ONNER MID THE DIRECTOR TO aO.SE AN ACCESS E ALL ROADWAYS SHALL BE KEPT FREE OF DIRT AND DEBRIS USING ST E'ET SWEEPERS USE OF WATER TRUcrS FOR CLEANING RO/IDWA VS REQUIRES' PREAPPROVAL FROM DIE DIRECTOR. F- ANSTALL STEEL PLATES OVER ANY TRENCH, AT ANY TIME WORK IS STOPPED AND THE TRENCH IS LEFT OPEN. 1. ALL AK-MODS AND MATERIALS SHALL MEET OTY AF TUC11EA DEVE OP EN T GUIDEUNES AND DESIGN AM CONSTRUCTION STANDARDS. ARID THE CURRENT MG COUNTY SURFACE WATER DESIGN MANUAL. LJESS OTHERNISE APPROVED 2 MARK ALL STORM DRAIN ACCTS NI1H SUMP NO WASTE' AID OTHER - DRAINS TO STREAMS'. 'DRAINS TO NETLAIDS', OR TRAINS 70 GROUND A TER , AS APPLICABLE J. DRIVEWAY CULVERTS SHALL. BE OF SUFFICIENT LENGTH TO PROVRE A MINIMUM .11 SLOPE FROM THE EDGE OF THE DIRrWWAY TO THE BOTTOM OF THE DITCH. CULVERTS SHALL HAVE BEVELED END SECTIONS THAT MATCH DE SID' SLOPE 4. S/MGUI FAKE Y RESIDENCES CONSTRUCTED ON LOTS C REA TED BY SUBDIWSION MUST PROVE DOII N SPOUT NFz 1RA 111OV SHOWN OIL/ THE APPROVED PLANS 5. COORDINATE FINIAL STUB -OUT LOCATIONS INTH DE UTIJTES INSPECTOR. PROVIDE A NNE OR OTHER DETECTION DEVICE AND MARK STIJ6 -DV T LOCATION IMTH A 5-FOOT rxe STAKNE BURIED 4-FEET AND LABELED - STORM OR `DRAIN'- 1_ THE CONTRACTOR SHALL INSTALL CORPORATE STOPS EA TER SERICE LINES AND Q 7ERS THE CITY OF 11.1KNI A MLL AVSTALL THE METERS 2 PRESSURE TEST ALL INTER MEANS AND APPURTENANCES. 3 FLUSH ARID DISINFECT AEA CLEANED. aP REPAIRED WIA TER MAINS 4. INSTALL 1ES7RAIIED JOIPi1S AT ALL BENDS TEES AND OTIER DIRECTION CHANGES ALL WATER MANS SHALL HAW A BLOW-OFF ASSEMBLY AT LOW PONT AND AN AR WORN RE1LF !MEW AT NIGH POINT OF MILK 6. rlfSTAI2 ROW HWIRANT ASSEMBLY SO IT STANDS PLUMB AND SO THAT 11E LOWEST CUTLET IS AT 111' MOW THE FNISPID GRADE PE ASSEMBLY 99ALL MAW A CLE.4 ZONE AROUND H1CIRAINT OF AT LEAST '. AND IRE AVER PART SNAIL FACT STREET OR FIE ACCESS 7 PE IIISTAL.fR W" A FIE LARNIE AAOELOW PREVEMIVII DEVICE INSTALLED OUMIDE IRE WNW AND UNDUKROUND. SMALL /M IE A LEWL • CERKiCA E tE 0011 CY OR A LFAEL U CT11I1 TIbiCTOrS CERTIFICATE CF coritriorr F WIC' MNISTALIER IS DIFFERENT M NI *E DACIFLOW PREVENTED, CEO WE INSTALLER NW SLUM glat, AND DAME PE PLANS IN AQO'>MON TO PE DIESIGNErS SWAM, SIOM 1fIE AND DAL a aiSTALL MIER awe AiOISIC SOWN L/ES SOH PMT PEE form O• PE - E1r MAAR M AT LEAST If AC ES AI ME PIE TDIP OF Pit SENt LOCAE MIL SEC ICIN OF MATTER RAE SO PMT 15 itspawr IS MOVE PE SEVER MI SAT PIE IAOISC I14TALCATION MAY WNW SPECIAL SIC MINI SMIPPORT FOR ME MIER AND WIER PPE a / MIL MUER SPOILT LINES AT LEAST D FEET I WSITIR 1ML1C IE/M NRED EDGE aE Agrr F 11aRIC Q PROPOSE. SEWER AID AT LEST >r ANDES 1E PIE fr A SEA \ ----T....7j., , J, - Tt .. , :r'SJ: . " _._ • - AT LEAST ONE WEEK BEFORE BECOMING CONSTRUCTION, CONTACT PUBLIC WORKS UTILITIES INSPECTOR AND SCHEDULE A PRECANS7RUCTIOW MEETING. 70 CONSTRUCTION. IALE T 1' PLAN VIEW - - ADJUST I U (;AADE VENT PIPES B I ' _ City of .. '.�� Tukwila a 1.1 sopeciwo Tee =. CAM 'A' 1' TYP GROUT AU. AROUND BOTH SIDES ACT to LENGTH 10 LENGTH - 24' DIA LOCIONG =RAMS A COVER NA AGAS hoH ] PLCS (2 PLCS ON 577 -GA) NOTES: SECTION A-A I REFER TO CHAPTER 8 OF THESE STANDARDS 2 CONCRETE. 28 DAY COMPRESSIVE STRENGTH fC' 4500 PSI 3 REBAR: ASTM A-615 GRADE 60. 4 MESH ASTM A - 185 GRADE 65. 4 DESIGN: ACI- 318.83 BUILDING CODE ASTM C -857 "MINIMUM STRUCTURAL DESIGN LOADING FOR MONOLITHIC OR SECTIONAL PRECAST CONCRETE WATER AND WASTEWATER STRUCTURES' 5 LOADS H-20 TRUCK WHEEL WITH 30% IMPACT PER AASHTO 6 FILL WITH CLEAN WATER PRIOR TO START UP OF SYSTEM. 7 CONTRACTOR TO SUPPLY & INSTALL ALL PIPING & SAMPLING TEES B ONLY GRAY WATER, EXCEPT DISHWASHERS. BLACK WATER SHALL BE CARRIED BY SEPARATE SIDE SEWER Wilson n• 08.03 APPROVAL: B. SHELTON OUTLET GREASE INTERCEPTOR SINGLE VAULT WITH DOUBLE BAFFLE SS-14 NOT TO SCALE 2. NOTIFY THE UTILITIES INSPECTOR AT 206 -433 -0179 AT LEAST 48 HOURS (2 WORKING DAYS 3EFO?E STARTING PROJECT SITE MOW. S REQUEST A PUBLIC WORKS UTILITY INSPECTION AT LEAST 24 HOURS ( 1 WORKING DAY) IN ADVA.M -I BY CALLING 206- 433 -0179. 4. THE CONTRACTOR ASSUMES' SOLE RESPONSIBILITY FOR WORKER SAFETY, AND DAMAGE TO STRUCTURES AND IMPROVEMENTS RESULTING FROM CONSTRUCTION OPERATIONS 5t THE COVTR.ACTO? SMALL HAVE THREE PERMIT(5) AND CONDITIONS, THE APPROVED PLANS AID A CURRENT COPY OF CITY OF TU INCA DEVELOPMENT GUIDELINES AND DESIGN AND CONSTRUCTION STANDARDS AVAILABLE AT THE J013 SITE 6. ALL MIRK SHALL COWORM TO THESE APPROVED DRANINGS. ANY CHANGES FROM THE APPRO :fD PLANS REQUIRE PRE - APPROVAL FROM THE OIMER, TINE E71 NEER AND THE CITY OF TUCW ILA 7. ALL METHODS AND MATERIALS SHALL MEET CITY OF TUKNE.A DEVELOPMENT GUIDELINES AND DESIGN AND CONSTRUCTION STANDARDS LAW ESS OTHERN85E APPROVED BY THE PUBLIC WORKS DIRECTOR. a CONTRACTOR SHALL MANTANV A CURRENT SET OF RECORD DRAN GS ON -SITE 9. CONTRACTOR SHALL PROD RECORD DIRANW4GS PRIOR TV PROJECT FINAL APPROVAL. ILL CONTRACTOR SHALL PROLE TRAFFIC CONTR+Or AID STREET MAINTENANCE PLAN FOR PUB C WORKS APPROVAL BEFORE IPLDENTA 7IO . 11. ALL SYARVEIII G FOR PL /C FACILITIES SHALL BE DONE UNDER THE DIRECTION OF A WASIH1MGTON UCENSFD LARD SURVEYOR. VERTICAL DATUV SHALL BE NAV) 1988. FIR PROJECTS WHIN A R1000 CONTROL ZO & THE PEIRiIT7EE SHALL PROVIDE CONVERSION CALCULATIONS TO NOD 1929. HORIZONTAL OATEN SHALL BE STATE PLANE COORDINATES 12 THE CONTRACTOR SHALL REPLACE: OR RELOCATE ALL SIGNS DAMAGED OR REMOVED DUE 1. ALL AIF7H ODS AND MIA TE RIALS SHALL MEET CI TY OF 1t IWLA DEVELOPMENT GUVEUNES AND DESIGN AND CONSTRUCTION STANDARDS CAMS O71 RIESIE APPROVED. 2 THE Cc'N1RACT R SHALL MARK THE END OF THE SIB SERER, INSIDE THE PROPERTY LNC NTH A 4 FOOT PRESSURE TREATED 2 x 4, BAILED N THE GRIOUIND 4 FEET- PE BURIED END SHALL HAW' A 2 X 4 GREAT NAILED TO IT TO PREVENT MTHIORAWAL OF THE STAKE: ?H EX'"N05ED 1- FOOT SHALL BE PANTED TRAFFIC YEiLOW AID THE DEPTH TO THE Sl,E SEVER OR TEE SHALL BE INDICATED N BLAGX PAINT- .I *STALL SANITARY SE11E7R LANES AT LEAST 10 FEET HoRIZONTALLY. WARRED EDGE TO EDGE: FROM ANY E70S1WIIC OR PRr;XPQSE'D TITH SUPPLY ARID AT LEAST 18 INCHES BELOW THE BUT7otII OF A 14 TER LNE 7. WEN ACTIVITY IS MATT VISTALL A SAN NTH LAINIU I nifo LFT7ERS STA TWIG PERmi 7E1� OR COMPANY NAIL ARID DAY AND (WANG PHROIE M. RSL Th 17.G8. 140 .2 IIRSTAL1 EIANSCADES. SCikS MIMING LK2i1 , AND SAFETY LEWOES SUFFICIENT TO NOTIFY PUBLIC OF OBS11RUCnOI OR TRAFFIC HAZARD OE C.ES •ST IEIMN :LAIC mE OBS IS aE/IE£D AND f E RIGi HT- " AA Y IS RESTORED: 11ME 11. JZ 17O A. 3 ~ma AOCE55 10 FIE STA 1loNS. f11E HYDRANTS F E' ESCAPES !ND FIE FIGKII NIG Mimeo_ Ti r 11 LAS.1aa 4 MANTA* ACCESS 70 PROPERTY ADJOINING ENCA wl T_N at 9w wow .S PNEsurvE AND PROTECT ALL PROPERTY ADJOINING MAMMON OR 9'E MIC aC lE$>OE DISTLIRELANCE YO /M M>E AND MOW _ MC 71_0&21E11. 7 OF SLR1Er MONUMENTS AND MFRS REURITES PIE OPEClarS A MEWED SLRRIE) BILL WRAC( DISTURBED MONUMINTS AND avocets « Carty LEN ALL SUM AINIp C rY LAID AND PROCEDURES D PROJECT RAMC MOM ALA MITE ARID WISE Pawnee EIc maga of a SIDEIRIU1 OR CURD ROMP F PERIMI NaNTT IS 111004/St 980 n_611220 1E axe, 01 ORNMISTION ITN NOR- IND MI PLATES IIIIMMD TO anal= or al raguOLRS SW W oar SPACE mac mama IL maw ALL POCIIPILE MN 11311A[ SWIM IF SWIM • A SAff seralER 1`I PRINECT PE AMC Gass lot swam maw . Ia I, GENERAL NOTES ALL GOETRUCTION 51441.1 GOtPLY MTh TiE MT UNIFORM MUMS CODE, M ASHIN6TON STATE RE6U.ATION FOR BARRIER FREE DE1614, MLAL. 51-40 AMERICANS M11TM DNSA81LIT1E5 ACT, MIASHIN6TON STATE EtER6Y L 4IIFORM PLIM+BIN6 GORE NV ALL APPI ICAELE LOCAL CODES, ORDtN LES ANt STAND . 2. CONTRACTOR IS TO VERIFY ALL EXISTING COC111Ot6, Weacte, DETAILS, ETG„ NV NORM THE Oe516�t OF ANY NV ALL DISCREPANCIES PRIOR TO PROC INS Mr1H THE 3. CONTRACTOR SHALL VERIFY ALL ' WILDiN16 STANDARD'S' PITH BUILDING LANDLORD PRIOR TO BE61N1N6 ANK mow. HOMEVER, THERE SHALL BE NO DEVIATIONS MHATSOEVER FROMi THE CONTRACT DO 41'6 TS MNTHOUT THE DE5l61ERS YRITTENN APPROVAL THEREOF. THE CONTRACTOR A6NREE5 TO DEWED, INDeft4rr AND HOLD THE DE516NaZ HARMLESS FROM ANY CLAIMS ARISING AS A RE51LT OF IMNTROVED chAN6E5. 4. ALL DEERS SHALL BE BONED FIRO i /11E PREMISES N4? ALL AREAS SHALL EE LENT IN A GLEAN (EyROoNU CCOVITIoN AT ALL TIME'S. 5. APPROVED PLANS 5HAL1 BE KENT IN A PLAN BOX ND 51441 NOT EE USED BY ANY NIORKMEN . ALL CONSTRUCTION SETS SHALL REFLECT THE SAME INFORMATION AS YELL AS ALL REVISIONS, ADDENDA AND GHWN6E ORIDER5. THE CONTRACTOR SHALL ALSO MAINTAIN IN 60 CV COMMON, ONE COMPLETE SET OF PLANS MTh ALL REViSION1S, ,ADDENDA AND CHAISE ORDERS ON TIE PREMISES AT ALL TIMES MMICH ARE TO BE U1VER THE GARS OF THE JOB SUPERINTENDENT. 6. ALL OPERATIONS CONDUCTED ON THE PREM , S SHALL NOT BE OB Ec 1)ON 3LE BEYOND THE PROPERTY BOUNDARY LINES BY REASON OF NOM, STEAD, ODOR }1M, EASES, YIBRAT1ON�, HAZARD OF OTHER Wales. IN ADDITION, THE CONTRACTOR SHALL L DISRUPTIONS S OF ADJACENT TENANTS RE TO NOISE, ODOR, GORWVOR FUMES OR VIBRATION. ALL G P44OiI LOGY NV CORRIDOR SPADE SHALL BE KEPT CLEAR OF DUST, DEBRIS NV G0151RUGT10N MATERIALS AT ALL TihES. 1. ALL M O RK 94ALL BE APPLED M ACCORDANCE MTh THE MIWUFAGTtURERS LATEST AT10Nt5 OR PRITT134 DREcT1O 6. 6. ALL DIMENSIOte ARE TO FACE OF 6YP, L14 MALL BOARD UNLESS O1HERM SE NOS. q. MERE C.Ot151RUGTION DETAILS ARE NOT 94,/t1 OR NOTE FOR ANY PART OF TIE M1ORK, THE DETAILS SHALL BE THE SAME AS FOR OTIER SiMI.AiR PORK IN TIE SAME EUI.D046. 10. MERE DEVICES OR 11845 OR PARTS THEREOF ARE REFERRED TO IN S1I$U TAR IT 15 INTENDED THAT 9.104 SALL APPLY TO AS MANY SUCH DEVICES, ITEM OR PARTS A5 ARE REWIRED TO PROPERLY COMPLETE THE MMORK II. IT 5H1AL.L BE TIE RESPIONSIBILJTY OF THE CONTRACTOR TO LOCATE ALL EXIS11N6 UTILITIES METIER SHOM4 IEREON OR NOT AND TO PROTECT THEM FROM DAM4A6E. TIE GOKTRAGTOR SHALL BEAR ALL DVENSE OF REPAIR OR REPutiseeff OF MUTES OR OTTER PROPEitTY PfrW6ED BY OPERATIONS IN COMMOTION NTH THE EXECUTION OF HIS MIORJC. 12. THE CONTRACTOR PILL VERIFY NV CONFORM TO ALL REGLIIRDENTS OF ALL VTILiTY GO ANTES tk4.ES6 OTHERMISE NOTED IN TIE PINS ND SPECIFICATIONS. 13. TIE CONTRACTOR SHALL TAKE ALL NECESSARY PRfCMlf1Ot5 TO LEISURE TIE SAFETY OF THE OGG(PANTS AND YORKERS AT ALL TIKE. 14. THE CONTRACTOR SHALL BE RESPONSELE FOR TIE GOMPLETE SEGIRIIY OF THE EJI 1t NV SITE PIKE JOB 15 IN PRO6RES6 NV (t4llL TIE JOB i5 GOMP1.EiED. 15. ALL MORIC SHALL BE 6UARANTEED FOR A PERIOD OF ONE (I) YEAR AFTER COMPLETION, UNLESS OTIERISE STORED AND SHALL BE 50 STATED IN CONTRACTORS MITTEN PROPOSAL AND A6REDENT. ALL REPAIRS, GORRELTIONRS AND DISCREPNICIES ETC., MUST BE MADE PITWXT ANY ADDITIONAL COST TO TIE Mak NO Mf HIN FIVE DAYS AFTER NOTICE i5 61VEN. 16. LATHING, PLASTER AND 6YPSUM M114.L BOARD SYSTEMS SHALL GOFOR 4 TO TIE CHAPTER 25 OF THE 2008 IBL.. IT. ALL EXPOSED 6YP51» 4 BOARD TO HAVE METAL ED6E5 AT ALL coRtERS AND MALL 16. ALL GLASS NOD 6LAZNG SHALL COMPLY NTH CHAPTER 24 OF THE 2003 IBL. Alto THE U.S. PRODUCT SAFETY COMMISSIONS: SAFETY STNVARD FOR ARCHITECTURAL SLAMS MATERIALS. 14. ALL REWIRED FIRE DOORS SHALL BARE A LABEL FROM A RECOGNIZED MSC( S14019 16 TIE %ECM RAMS. 20. EXIT SIGNS NV ILLUMINATION SHALL CONFORM TO THE 2009 IBL. CHAPTER NO AND LOCAL FIRE MIARSHiAL. REGOARSINTS. 21. DQT DOORS SHALL EE OP34AE E FROM TIE OSNDE PNTHOUT THE USE OF A KEY OR ANY SPECIAL KNOVIED6E OR EFFORT. XL FM EXT1146UI5HERS: VERY REI2JIREMITS NV LOCAT Cte PITH THE FIRE MARSHAL CONTRACTOR TO SIPPLY FIRE EXTTNSUISIERS NV GABiET5 AS REWIRED. 23. 'ELECTRICAL RAU614-114 NV RBIE i'ED CM* PLAN ARE FOR THE Wet& !FORMATION OF THE CONTRACTOR, EXACT LOCATIONS SHODU.D EE Vim. 24. FLAMMfraLE LiGiWS SHALL NOT EE PLACED, STORED OR Dt51136ED N THIS OCPANGY DXG3'T AS PROVIDED M NFPA STAWARD 30 ANN? TIE aIRRENT L41 INE GORE. PERMIT MAY EE RED 25 ALL DRAPE'S, H A N61166, CURTAINS, DROPS AND ALL OTHER DECORATIVE MATERIAL, 1tCL Vii6 COMMAS TREE TENT YOM 1T3V TO MORE SE THE FIRE NV PANIC HAZARD SHALL if MACE FROM NOifL MMAE,F MAMMAL OR SHALL BE TREATED NV M AINTAiE) M A FIRE RETARDANT SOLUTION OR FROrG 6 AirmarNED BY TIE awry FIRE MARSHAL PROVIDE A CERTIFICATION TO THIS EFFECT. A. EXIT DOORS, DOT LIGHTS AND FIRE EXTINSUIS ER LOCATt005 SHALL NOT EE COOOENED OR OBSTRLC1ED BY ANY DGGORAITVE MATERIAL. B. MINMJM FUME SPREAD GL,AF£€IGAT10N OF WPM FN5IE5 FWLL BE PER TAEEE 8095 OF THE 2005 IBL_ 26. All LAY-14 ACOLISTKAL COLAS 6R/DS SHALL BE INSTALLED NO WORE? PENN 2009 IBL. SECTION 609411, REFER TO AfGE 1-02 FQt EARTHNfiiwlKE ZONE REQ. 2T. PIRr<JVI7E OR MODFY AS NEEDE3? SPRIPIKLek ALARM NV SMCKE DETECTION SYSTEM PER co APFLICABLE DE'Si, NGL.LD 5 F 1122550Rf FIRE Wife, STROVE LIGHTS, coma. PAIR CONNECTICX15, SMOKE DETSGTOP5, MAO ViSLMIL. ALA IS. SENT 910P Y7RNU 5 TO THE FFE MARSHMIL FOR MPROVAL 26. TEIAw TO PROVpE ARV iWTAi1. THE 11 .EPFIOiE AND DATA GOMMMGATiON GAEEJNEs. CANARAGTO R 1 GQORDiNATE NV OMR REGAREMENT5 N114 1134ANT. 2t1. MECHNIC AI. SYSTE4 CONTRACTOR 904U. VERIFY AtV PR ICE A GOP/FLOE HVAG SYSTEM 194101 !,UNFCJIRIS TO 7 1E MINERS WAG SPECIIICATION5. CONTRACTOR SHALL EE REEFIVISEILE FCR ALL ROCS PENEIRATIONNS ARV PATGr, AiIY SCRE34N6 OF UNIT REWIRED BY 60VERNI 30. FRAME OR MIOGPY P6 WISED 134131SOCY 061RI85. 31 ALL TTD 5 M ISCED wi:L • AIIE MDT PART OF :115 ,CC4441R/1G'. 32. ABBREVIATIONS Or 'HE PLANS ARE AEINEVIATION5 NIc 4 ARE M COMM USE ThE US OF ALIBREviATicss FrKPACE'J 15 NOT MIMED TO BE COMPLETE OR NEME5131TNIVE OF worm OR t iklEIN IL5 ACTUALLY efED QI 11E PRO.ILT 11E PILL DEEM /NE WBIT OF Ail; M 6l'S71a1 33_ DO 1Vr SCALE DRAMS& SURE NOM" GN RAW 34_ F MANS SIANDPRDS NAVE Nor BEE!1 '!.'RTIAA.l eo OR ,WNE BEM ESTPIILEMID OR NAME OEM CWASIM Fat DOORS,1115.111MNOMEINNE . LIIOM NV 181 Rimes At MOM SrNprw rents "es Gam MST Velwr Mf W Men PRIOR 10 CONSWILTIal AV ? N FCR Q E1, RALL4CISED MOM USW Np Pia 001151 TWO 10 coma. vex NOD 110 R _ NM MT= Nis SHOE CP mak Vt. NFL. M ' ! l E 1 1 1 a l a s • J 4 WED MIL No Min SRL OE MUD MIN FOffivernie mew P6 MOM 112 MILNE RE REPIIIPPIE PITE4E11511A1E IMO NV WIZ SIRIPPASE LrE WET" 11.1101061115 110 SE SPIRMIED 0181111 PIPM5 CIF caeoliCtlat • f ABBREVIATIONS AB. A 3V A/C ACM. ACT. ADJ. AFF ALUM ALT ANGH4 /NW. AP. APPROX APVD. ARCH. A5PH AUTO AV6. A66. BD BLDG. BILK L°LK6 81.M1 BM B.M. BA. ER6 BJ5 BTM BIM B.U. GAB GB. G/G Ga4 GF. GIeD W GL OR G GL.K6. GL6 GLR GMU CO COL GONG. COW COST. GONfTR. CORR GOR CPT. GT G1R DEFT. DET. DF DUA6. DNA. D DN DPR DR D5 VMS. E EA EJ ELEV. E1.EG. ENNG ENT EP EQ EOFT. EMI EXH DST. EXPD EXP EJFS. FAD FED FD F10N FE FEC f4i FINN F4NN FLR F10 VICINITY MAP ANCHOR BOLT ABOVE AIR ("GROTTO** ALOUrTICIACCVSnCAL ACOUSTICAL TILE MUST /ADJISTAaf ABOVE FM1514 FLOOR ALUMINUM ALTERNATE ANCHOR ANODIZED ACCESS PANE. APPROXIMATE APPROVED ARCHITECTURAL ASPI LT AUTOMATIC AVERAGE A66REEPATE BOARD CUIL VIN& BLOCK BLOCKING EE OMI BFI BI CH MARK BOTTOM OF BEARING BUILDING STNf?ARD BOTTOM EETIVEN BUILT -UP GABNET CATCH BASIN CENTER TO CENTER GENT GtE11G FEET CHALK BOARD CONSTRUCTION JOINT COVER LINE CALKINS GELiN6 GUAR GONGRFTE MU•SONNARY tJlIT GLEAN Our CCUJMN CONCRETE GONVTTION CONSTRICTION ICTiON GONTRAGTOR GORRUU6ATED GORRtDCR CARPET CERAMIC TILE CARTER GOLD PLATER DEP'ARTIE Nr DETAIL DRMGINe FOUNTAIN DIAGONAL DINETER D11rBSI0N DOMMI DAMPER DOOR D10MMUPOUT DRAMS EAST' EACH DVA SIOif JOINT ELEVATION D6,)/B•EVATOiR aECTRIC ENi1RA10E ELECTRICAL PAtfL EGIILAL. 6GMENT EAiGH wr DQSTNG DQ'OSED EXPANSION EXTERIOR warm INSiLAM% FINISH SYSTEM FABRICATE FIEEPBOARD FLOOR DRAiN FOIIBATION FINE FIRE DRTif6i ISIEt CABINET FIRE IffDRANff FINISH EWER FLOOR RJRNiS E° 4 NSTAUED BY Ofl 026.0 st is las st • • le S t »bt St * . \ S A3 33r0 St � • t V • FLR FL. FLUOR FLX RV FAIL. Fr C) FT6 FUt FURN FUT 6 6A 6ALV. 68 6L. 61 HG HDBD HDR HDW HOWZ HT. HT6 KIR WAG H1t1 H4YD 11 INGO. INGL. INTR TNT JST. .IT. LAM. LAV LF LH LKR LX LT6. LT. NA MA6 MITT. MB MG MUCH FFD. MFR 44 MNK MNSG. MD. MTD. MTL N NIL. NO NOW NNtG N.T.S. OA OL. OD OHDR CMS DPP~ OH PART. PER PErRF PH PPL. PL PI- P. LAM 'PLY. PR • FLOOR F.IOfT FLEXIBLE FOOVATiON FURNSED BY OT1#3t INSTALLED BY CONTRACTOR FOOT FOd'TIN6 FIRM/ RRRIRIN6 FURNACE FUME 6AS 6A6E, 6.16E 6ALVNIZED 6 iN3 BAR 6BaRAL. CONTRACTOR 6L..fr 6LAZ 6Y', 444 POLL BOARD HOLLOMI GORE I4 RD BOARD HEADER IWRDM ARE HAROPNOOD HOLLOMP METAL. HORIZONTAL fE16HT HEATING HEATER fEATN6 VENTIL.ATiN6 NV MR CONDITIOMN6 HOT HATER HYDRANT INSIDE DIAMETER INGANDESGENT INGU DE INTERIOR MSLLATION INTERIOR JOIST JOINT LAMINATED/LAMINATE LAVATORY LINEAR FOOT LEFT FWD LOCKER LOCATION LIGHTING LIGHT MASOtILY MATERIAL MAXiM LIM MARKER BOARD MECHANICAL TOR IECHAMICAL 14AMPAG1tRF0 MMNFAGTURSt MAi6401E MINIM MIRROR MISCELLAPECUS MlkraONRY MEND* MOWED METAL 1411.101 MlGROAAVE NORTH NOT APPUCAELE NOT M GONTRA.GT NOMINAL NOISE R DL GTiON COEFFICIENT NOT TO SCALE OVER ALL ON CENTER GW I E DIAMETER CNE ICAD DOOR OPE'Si46 OPPOSITE OVERFEAD PARTITION PERIMETER PERFORATED PHASE PCLISEO PLATE SLAW PLATE PROPERTY LIE PLASTIC LAMINATE PLYIIOOD PAIR S tam at_ • f Starrs I • -- � N. - -I • • PREFIN PROM P5 PSI PT. PVC NMI Q.T. 5 5. SAN SB SG SGH 5D SEAL SECT. 5E'RV 5F SET. STN. SPEC. SPK 5Q S6 56T. ST STD. STOR. SING. STS S 54V Sit SY SYM 5YN SY5 5M S T TB TOL. TEL.. TEMP. TIR T46 THRIJ TA. TILT TV TDrA 'fYP. VAR VB. VL.T. 11ENRT. VEST VP. Pt w INTEL MIL. NV. NOM MN M'MO MGT YD 11. +Smug" Poster tousie 1 _ � Raw CAN Lf s MOO PREFNSHED PROEEGT PR ECTiON SCREEN PouND5 PER MARE INCH PAINT POLYVINYL CHLORIDE PAVE1 4T MARRY TILE RADIUS; RISER RETURN AIR RIMER BASE REINFOR eD ccW,RE1E PIPE ROOF DRAIN RECEPTACLE REFERENCE RESISTER REWIRED REVISED/REVISION ROOM ROUSH OPEN* RIGHT OF MAY ROUSH SANK ROOF TOP INT SOUTH STAiR SANITARY SPLASH BLOCK SOLID CORE SCCIEDLE STORM DRAIN SEALANT SEGT'I% SERVICE SQUARE FOOT SIEET SIMILAR SPECIFiGATIOW WECIFIED SPEAKER SGUARE SANITARY S STAN/LESS STEEL STREET STANDARD STORAGE STRUCTURAL STORM 5E11 R SUSPEND/SSFENDED STAIN $ VARNISH SMITC14 SCLIAIRE YARD SYMMETRY SYNTl€TIG SYSTEM STORM MATER SEER TREAD TA :BOARD TOP OF CURB Tt7.ERCNE TEWERED THRESHOLD TONGUE 4 GROOVE THIRClUSH TOP OF TOILET 1B..EVISION TOP OF 1 1. TYPICAL U6 UM (NT HEATER INN URINAL VAR1fra.E VANES VAPOR BARRER VINYL SON TEE VERTICAUVERTIGALLY VESTIBULE VENEER PLASTIC PEST / MOOD ERASE P411LL COVERNSI VIDE MATH MlVOMi EMS/ MOD BASE MTBt CLOSET MOOD MGM MINTER 11EA1ER V1TTHOUT MEi6 f YARD i?F qb PROJECT DATA PRO..ECT ADDRESS= 60VERNINs CODE: USE zoo: SET FRONT: SIDES / READ MAX. fE16HT: BLD6. HEIGHT: OGCU'A1 Y: AREA. TOTAL 8LD6. AREA: CONSTRUCTION TYPE: BER5Y DOVE: PUMP* GODS: CONTRACTOR 1dEC1LANI AL: ELECTRICAL.: SPRINKLER 5Y5TEK USABLE BUILDING AREA: RETAIL 244 USABLE SOFT. / RESTAI KNIT 2,142 50. FT. PARKINS : ADM VARIANCE: PARfKIN& REG : PARKINS PROVIDED: 1 BOW INTERURBAN SOUTH 11,KMILA, Y ASHIN$TON gb163 2003 IBL. COMNERGIAL / LIGHT INDUSTRIAL. TRIAL. 25' -0' S ' -0' 43' -0' (4) STORIES 24'-I' M ArEIMGANTiLE) BLPb. A 4000 SQ. FT. 5,166 52. FT. V-8 (NON -RATED) 2003 YY6HIN&TON STATE EIE16Y CODE 2009 (UNIFORM P1.UMBIN& GORE TO EE DETERMINED PRIOR TO PEER 1156UN E BIDDER DE'.51EN OVER SE'ARATE PENiMRT) BIDDER DESl6N f UPON R SEPARATE PEWIT) BUILDING I5 NON SPRINKLED 10% =63 565 STALLS (ADJUSTED) 56 STALLS elatinan No eh anga; ChM be In& to Oa scope of %vork t prior approval of Tukwila Building Division. NONE: Rev :s:ons will require a new plan submittal and May Irc:ude additional plan review fees. LEGAL DESCRIPTION TAX ID. NWJt: 600.10056604 PARCEL A: THAT PORTION OF TIE STEVEN FOSTER DONATION CLAIM N0.38, N SECTION 5, TOMiN ' 23 NORTH, RAN SE 4 EAST, MM., DECREED A6 FOLLOP6: SEWING AT A POINT NCH BEARS N 40•01 0 20J5 FAT FROM A MIONNT AT THE PiOIKT OF INTERSECTION OF A CURVE ON 1 CENTER U E OF THE DLIWISS.RENTON J1IGTiON ROAD SAID POINT OF INTERSECTION ANNE APPROXIMATE .Y1p00 FEET EAST AND 20 FEET SOUTH OF TIE dii1R18t CORNER BETP11334 56G71O445 AND 5, SAID T PIMP 23; THENCE N 4q•24100' Pl Caw) FEET ON A L K PARALLEL TO AM 50 FEET ICRTIE015113tLYOF THE CENTER LINE OF S'27 ON .DICTION ROAD, TO A PONT RCN BEARS N 81'44'15" E, 1441? FEET FROM TIE POINT OF CURVE ON TIE CENTER LINE OF SAID DIf$AMI. NTON J NCT1ON ROAD, SAID POINT OF CURVE EMS APPROXIMATELY I,200 FEET NORTH NO 440 FEET VEST OF THE QUARTER GORIER ET) SAID 56GTION514 AND 15; TIME 5 40•361701% 20 FELT TO TIE NORTIEA6TE RL.Y MIA SN OF THE RIGHT-CF-MAY OF 11EF GET SAID ELEGiWG RAILAAY; HENCE N 4T'24t • MI ALONG SHIP RIGHT-OF-MAY 40624 FELT TO THE TR1E PONT OF ElE611 845; TIENCE 14 44•24'100' PI 112:00 FEET; THENCE N 40W00" E, 150.00 FEET; THENCE 5 44'24D0 E, moo FEU; THENCE 5 40'36'00" 111, 150.00 FEET TO THE TRE PiOltf OF EE IN1/4rs. PARCEL e: AN EASEMENT FCR ACCESS ROAD NV UTL.ITES AS DELINEATED N TENT GETtTAIN D00141 4T ENNTiTLED EASE BfT A6REEteIT R GOMED OUR RECORDING NO. 6126121. PARCEL G. M4 EASEMENT FOR ROAD AS DELIENTE D N TENT CERTAIN EAST N THAT GERTAN DOCUteiT StTiTLE'D ROAD EASEMBlf REGORDED UNDER REGORDN6 N0.6642156. PARCEL D: AN EMINENT FOR N6R S6 AND MESS 16 DEiAA1W N TINT GBtTAis D O.KNr MIMED RIGHT TO LEE EMEMINT RECOMED Met RECORDIN6 NO. 1101240410. SYMBOLS LEGEND DETALS INTERIOR ELEVATION EXTEZIOR ELEVATION DAMS SECTION ' ea4 NAM 5Y1fOL KEY PLAN (1 STALL / 400 S.F. RETAIL 2 44 SF. =1 STALLS RECO ( I STALL / 50 5F. RESTAURANT 2,742 SF= 56,8 STALLS) (TOTON- REa = 62h STALLS 1 DETAIL NCR SHEET MAR DRAM* NCR 9IEET TIMER DRAM* WHEIER 5N$f NCR DRAMS WHIR SHEET WEER ROOM NAME R2OM NMEER DRAWING INDEX rc COVER sir CIVIL 1OF1 20F1 3OF1 4OF1 SOFT 6OF1 1OF1 ARCHITECTURAL AI O SITE PLAN A2.0 FLOOR / ROOF PLAN A2.1 AEA MD A5.0 Ab. CLOVER SHEET TESL. PLAN TESL. NOTES 4 DETAILS GRADING PLAN UnUrr PLAN STORM DRAINAGE PROFILES GENERAL. NOTE'S 4 DETAILS PROJECT TEAM OMrE'R: 6RAMOR DEVELOPMQRT 1153.164T4 5T. SP( ( ST E. LY1M4200, M4A 46031 CONTACT GORY SHIEST TEL: (425) 142 -0520 X. 101 FAX: (425) 142 GENERAL CONTRACTOR REDIINVK ENTERPRISES, LLG. 1133 164Th ST. SMt SUITE 101 LYNNAOOD, MIA gb031 CONTACT: STEVE KLJMEC TEL: (425) 142-0520 FAX: (425)142 -566x3 ARCHITECT: GO1i631 DESIGN 22002 64TH AVE MST SETE 2G MO ILAKE IMAGE, MIA 48043 CONTACT: ME. MAPRTZ TEL: (425) 6104106 X. 113 FAX: (425) 1744214 MIALI. SYMEOL 6R1 MOON TYPE / REUTE TYPE DOOR TYPE SCHEDULES i BLAR6E) PLANS BALDING ELEVATIONS EJILDIN6 SECTIONS REFLECTED CEILING PLAN DETAILS STRUCTURAL.: Dim 13491103M49 25 CENTRAL MAY 400 KIIR LLAND, MAIL 4E033 CONTACT: ROB DIME TEL: (425) 8e3-I40o0 FAX: (425) 4r 3135 CIViL BONER: BUE LINE 6ROIJP 25 CENTRAL PAY SURE 400 KIRKLAND, PIA 48083 CONTACT: TODD O6 TEL: (425) 264051 4c51 FAX: (425) 216 -4052 LANDSCAPE: LAUGiLIN R. EETHUNE ASSOC. P.O. BOX 1442 'APLE VALLEY, MA. VOSS CONTACT: LAUGHLII R. BETHIRE TEL: (425) 432.4811 FAX: (425) 43244bTb STRUCTURAL si snWnRAL nary 5-2 FOINOATION NV ROOF PLAN 5-5 TYPICAL DETAILS ND 56GTIOIG 54 TYPICAL DETAILS A!D 5bGT1016 LANDSCAPE u.i i.Aw5cAPE PLANT** PLAN L2J LANDSCAPE IPRI5AT10N PLAN MALL TYPE SEPARATE PERMIT REQUIRED FOR: le Medenical W 9....1 e Plumbing V Gas Pk:Ong City Of Tuktni:o BUILDING DIVISION • co ��� N E I L ti . plaaaiag interiors' architecture DESIGNi 22002 - 64th Avenue W . , Suite 2C Mountlake Terrace, WA 98043 T: 425 - 670 -6706 F: 425 -774 -8219 REGISTRATION PROJECT NAME GRAMOR DEVELOPMENT TUKWILA RETAIL CENTER RETAIL CENTER 13038 INTERURBAN SOUTH TUKWILA, WA. 98168 DESIGN TEAM PROJECT NO.: Q4.006 PRINCIPAL: MM DRAWN BY: GH CHECKED BY: MAIN ISSi ED/AEMSIOIIS 1 1.1 2.04 ISSUED FOR PERMIT 03.04.05 310 SET PROJECT COMSIETAMTS SST 1RIE COVER SIIEET' RED R C L7 V TISO T f THE BLUE LIN ,: _, C3RC]UFI 25 CENTRAL WAY, SUITE 400 KIRKLAND. WA 99033 P: 425.216.4051 F: 425.218.4052 W W W.THEBLUELI NEGROUP. COM 13038 INTERURBAN AVE. SOUTH CITY OF TUKWILA WASHINGTON S+i ` C i =. - 4: :PFTS. 31- : li 19 ,Jo. NUMBER: 04-055 4 a 7 oir 7 _ LEGAL DESCRIPTION: PARCEL A: THA T PORTION OF THE STEPHEN FOSTER DONATION CLAIM NO. 38, !NSEC TION 15y TONNSHIP 23 NORTH, RANGE 4 EAST, W.M., DESCRIBED AS FOCLOM+s BEGINNING AT A PAW T NHICH BEARS N 40'01'05' W, 920.15 FEET FROM/ A MONUMENT AT THE POINT OF INTERSECTION OF A CURVE ON THE CENTER LINE OF THEDUWAMISH -RE N 70N JUNCTION ROAD SAID POINT OF IN IERSEC TION BEING APPROX1MA TEL Y1 , 000 FEET EAST AND 20 FEET SOUTH OF THE QUARTER CORNER BETWEEN SECTIONS 14 AND 15, SAID TO MNSIHIP 23 THENCE N 4924'00" W 8.15.00 FEET ay A UNE PARALLEL TO AND 150 FEET NOR THEASTERL YZ71F 714E CENTER LINE OF SAID DUWAHISH- RENTON JUNCTION ROAD, TO A PAINT NH /AH BEARSN 81'44'15' E. 199.1 7 FEET FROM THE PONT OF CURVE ON THE CEN TER LINE OF SAID DU WAMISH -RE7V TON JJNC770N ROAD, SAID POINT OF CURVE BONG APPROXIMATELY 1,200 FEET NORTH AND 440 FEET *EST OF THE QUARTER CORNER BETNEEN SAID SECTIONS 14 AND 15` THENCE' S 40'36'00' W, 20 FEET 70 THE NORTHEASTERLY MARGIN OF THE RIGHT- OF-WAY OF THEPUGET SOUND ELECTRIC RAILWAY; THENCE N 4924'00' W ALONG SAID RICH T- -CIF WAY 408.29 FEET 70 THE TRUE POINT OF BEGINNING THENCE CONTINUING N 4924'00' W 172.00 FEET; THENCE N 4036'00' E, 150.00 FEET; THENCE S 4924'00' E; 172.00 FEET: THENCE S 40:36'00' W, 150.00 FEET TO THE TRUE POINT OF BEGINNING. PARCEL G AN EASEMENT FOR ROAD AS DEI NVEA TED IN NAT C RTAIN EASEMENT IN THA T CERTAIN DOCUMENT ENTITLED ROAD EASEMENT RECORDED UNDER RECORDING NO. 6642756. PARCEL D: AN EASEMENT FOR INGRESS AND EGRESS AS DELINEATED W THATi'RTA/N DOCUMENT ENTITLED RIGHT TO USE EASEMENT RECORDED UNDER RECORDING NO. 7701240410. --- gaiNDARY LOT UNE RIGHT-OF-WAY . GUTTER, FLOW, & CURB LINE GE/VIER UNE EASEMENT BUILDING SETBACK UNE (BSS) STRI DRAIN PPE ROOF & FOOTING DRAIN ROCKERY DRAIN sn*ER MAIN SEVER SERVICE moo mop - - WA TER MAW — — — 10' DOSING CONTOURS - - - - - - 2' EXISTING CONTOURS - 10' PROPOSED CONTOURS - - - 42 2 - - 2' PROPOSED CONTOURS M N A FENCE SWALE OR DITCH RP OF 40% SLOPE - --- • — - •— EDGE OF NE 7LAAD • BEER LNIE I DAY[XT UNE CrY7DC1 ROCKERY CUT sw ES FLL SLOPES _ , -420 .um■Il Ir .. • WRAP MAILBOX -IL sir z CUM RAMP OP STREET LIGHT NA MC GROW7H .r «< ir EAS r�iiii�i« E��]NT � PRCTFCTApIf ( ) I. - I RETAINING WALL • . GUARDRAIL all•=i1= BARRICADE • CA 7CH BASPC TYPE I • CA TLH BASE TYPE • STORY a£AMOUT o YARC MAW -- - - - - - -- — DI STNrIG STORM DRAIN PPE — - - = - - - -- — c snmG SEVER riuN -- — a -- -- — EXISTING INTER TER MAN — - - — — COSMIC PONY LIE — -_ - t __ __ _ — DIVING IJIERGROU D POWER UNE — - �- VO GAS MAIN _ -- EWING LIME L - calm CA7cm smart me Essays wog MASK 7 • 01151116 SEWN ARE pn711G POI E]NSRING POSER 1 1t T LEGEND PROPOSED GRADING AND UTILITIES EXISTING FEATURES t • OVECFLOW STRUCTURE • SEVER MANHOLE • SEVER CY£ANOUT SINGLE WATER METER -' DOUBLE WATER METER MICA TION METER ▪ DETECTOR CHECK VALVE ASSEMBLY a — DOUBLE DETECTOR OCOC VAL ASSEMBLY 1� FIRE HYDRANT • FIRE DEPARM NT CONNECTION (FDC) O POST INDICATOR VALVE (PfV) MR/VAC RELEASE VALVE BLOW OFF ►� GATE VALVE ▪ TEE BEND I► REDUCER ▪ 0.1 NCRE7E BLOCKING • EOSTNNG GRA YEZ PROPOSED c A VEL EXISTING AsP 1AL T I - i PROD ASPHALT PA VEM NT PROD SiEIVAUC PROPOSED aavwf7E REMAND • 24°Z SLC.7E RPRAP EXISTING WY ANCHOR caws um TER 14'1ER DIVING FIRE #01:111AVT EZISWIIG AP /WIC RELEASE %NE W EXIVING BOW OFF ▪ aims CIEODUOUS MEE 0 SEC 23 TWP 15N RGE 4E W.M. INTERURBAN RETAIL INTERURBAN AVE S. SR 599 SITE SCALE: 1 = 30' SCALE: 1" = 30' 0 15 30 60 PROJECT TEAM DEVELOPER CORY SHELEST GRAM DEVELOPMENT,, LLC 1133 164TH ST Sit SUITE' # 107 L YNN1117D0, WA 97 (425) 787-9863 SURVEYOR CONTINENTAL ENGINEERING CO. 10007 GREENWOOD AVE N. SEATTLE; WA 98133 (206) 783 -7177 CIVIL ENGINEER TODD A. OERGL PE 7IC &MINE GROUP 25 CENTRAL WAY, Stilt 4010 KIRKLAND, WA 980133 (425) 216 -4051 ARCHITECT COMM. DESIGN 22202 64771 A VE SUM 26 P.O. BOX 33725 MOUNT LAKE TERRACE WA 98043 TABLE OF CONTENTS 1 COVER SHEET 2 T.E.S.C. PLAN 3 T.E.S.C. NOTES AND DETAILS 4 GRADING PLAN 5 UTILITY PLAN 6 STORM DRAINAGE PROFILES 7 GENERAL NOTES AND DETAILS ' CO Cooe co = I3 poop t � 1 VICINITY MAP SCALE: 1 = 200' • RECEr CITY OF ''UKW;LA r.A 3 I c .•L3 PERMIT CENTER 0111105 WE MGM 4310uP so \ ( • • • Ex. SbMH 1 66 TOP 77 1 7 - CL OG', ED •' FLOOQED UNABLE TO 08 7A71 INVERTS • • EX. TELEPHONE .J BOX . 1 i G . EX. LIGH • POLE • p E x . S� 065 -0c ; 9.2- ,iE -- 36 " D/A. 'ME 'AL SIGN P0,5 T SET IN . '60 " Dl A; CONC. BASE EA. TELEPHONE VAULT Er PS • SEC 23 TWP 15N RGE 4E W.M. TOP • 14-9'4 . (R I V7H SOLID LOCKING UN - It 11.64 (IN -NE) , f 6" IE 11.44 (IN -SE) 10" IE 11.34 (OUT -SW) (TO BE REMOVED) NEW 12' IE 11.44 (OUT-IV) p P,.. MEP r j ✓�' V t t EX. CB 125A i . -- - :--- S 4974'00" E 02.00 El- ! / RGPOtiND E �. � SiGti E+'. POSER t INTERURBAN AVE S. SR 599 EX. 6" CONC. PIP 70 REMAIN EX. LIGHT ■ POLE ■ SEE SHEET MP) - EX. CB 25 - . TOP 2.84 8" IE 11.59 (IN) 6" IE 11.39 (OUT) EX. CURB AND GUTTER • BE RENO .1 - E . RIM 15.8 EX. OVERHEAD PONfR L1141 00 k 1 ) 4°1°6 , UNDERGROUND UTILITY NOTE : Howes IMRE ' orr M ttss mix w E `1114 oNr MEE mr UNDERGROIRID MIRES MAY E L,0C1llia FAURE l0 DO SO CARD IIC SURSVINRAL REM, aX15 10 HEE MIES PE OW OF REPAIRS 70 PE' SCALE: 1 = 20' 0 10 20 40 1.1.161=J ' :1C.' ...v .cam' • w:' :1 the n at-- ._' ::c.e will void :t-: s 2cceita e 27 >i 7: a of -C �ra vi 7:5) ai.. iS 57(r °s CITY ALA P PET CENTER ER CAUTION: UNARM OF EWING MIMS SHOWN IS APPROMINA11 AND rvir NOT E ACCIIIIME OR ALL INCLUSIIIE R IS DE CONIRACTOWS AS IWO REID r LOAM OF" MDR 10 PROCEEDRIC CONSTRUCTIOIL 030115 1/IE IIILMft1111 01010 • THE BLU LI NI IE _ , I. [3RU 25 CENTRAL WAY, SUITE 400 KIRKLAND, WA 98033 P: 425.218.4051 F: 425218.4052 WWW.THEBLUELINEGROUP.COM Z t Q 6'" 2 cI W 2 1 QA 2 V Q � m it W 1 - 14 k . 2 Q La ...i � i k lie Z ri9 1 - HORIZ: SCALE 7 A. 011ERa IE =20 VERT: N/A PROJECT MANAGER X11 AV7xON6Ip DESIGNED BY RZAMO HA/IbTll DRAWN BY O3/04A DATE ti O 0 s..r !P141 `_3 s 495/44/05 Joe MILIMISElk z z (I) 04 -055 2 or 1 THE BLUE LIN GROUP 1 1 25 CENTRAL WAY, SUITE 400 KIRKL.MIO, WA 99033 P: 425.216.4051 F: 425.216.4052 WWW.THEBLUELINEGROUP.COM 13038 INTERURBAN AVE. SOUTH CITY OF TUKWILA WASHINGTON HOR1Z: N/A VERT: N/A z-... .. ;.: . . SCALE TrIe0 A. OBERQ PE PROJECT MANAGER BEN RUTKOWSKI .- DESIGNED BY FLAbb NM= DRAWN BY DATE REVISIONS &NNW= Alta MN F t! d .t mit 31 WO ON r, 4. , ; r WI ‘'' t . a. , .l►oa I UM ER: D4 -D5 5 WHIT 3 or 7 go A N P S1TNS FILTER STAPLES II$IR BE OR EQUIVALENT 70 ATTACH FABRIC TO POSTS 6' MAX. _ LI POST SPACING MAY BE INCREASED 70 8' IF MIRE BAO(ING IS USED NOTE F1L TER FABRIC FENCES SMALL BE INSTALLED ALONG CONTOUR WHENEVER POSSIBLE INSTALL DRIVEWAY CULVERT IF THERE Is A ROADSWOIE DITCH PRESENT. FILTER FABRIC FENCE SOLD WIALLS FL1E? A ✓ 12' ACME THICKNESS 1 =7, IN ■ ■ ■ ■ ■ ■ ■ ■ ■ • ■ ■ STANDARD STRENGTH FILTER FABRIC MIN/AMUM 4x4' TRENCH NOT TO SCALE CA 7CH 8ASiN 2Qp'x��r BY 14 Go. WRE O? STRENGTH A lA�cUSED� rxe WOOD REBAR,OOR STEEL NOT TO SCALE CA TCH BASIN NOT TO SCALE OVERFLOW POROUS eIDT7tI► # 7L TER FABRIC BACKF7LL TRENCH :tH NAUVESOL OR 4- 1.5 WASHED CNA TS_T j GRATE GRA 7E ■ ■ ■ t ■ ■ IN ■ ■ ■ ■ ■ U - t r CATCH BASIN INSERT Nor 70 SCALE IT IS RECOMMENDED THAT THE ENTRANCE BE' MOWED SO THAT RUNOFF DRAINS OFT THE PAD STABLIZED CONSTRUCTION ENTRANCE CATCH BASIN PROTECTION NOTE ONLY TO BE USED WERE PONDIN ' OF WATER ABOVE THE CATCH BASIN W EL NOT CAUSE 1RAFFTC PROBLEMS AND NHE E OVERFLOW WET. NOT RESULT IN EROSION OF SLOPES. (MOTE THIS DETAIL IS ONLY SCHEMATIC ANY INSERT IS *LOWED THAT HAS A INN as G.F. or STORAGE of AEAKS 7s DEW TER liE STORED AN OLO A CAN BE EASE Y MAKTAINED SEC 23 TWP 1 5N RGE 4E W.M. • EROSION/SEDIMENTATION CONTROL — PLAN NOTES THE APPROVED CONSTRUCTION SEQUENCE SMALL BE AS FOLLOW.. A. C D. E. G H. I. CONDUCT PRE - CONSTRUCTION MEETING FLAG OR FENCE CLEARING UAN TSB POST SIGN NTH NAME AND PHONE NUMBER OF TESL SUPERVISOR. INSTALL CATCH BASIN PROTECTION AS REQUIRED. GRADE AND INSTALL CONSTRUCTION ENTRANCE INSTALL PERIMETER PROTECTION (SILT FENCE, BRUSH BARRIER, ETC). CONSTRUCT CATCI BASINS DETENTION PIPES AND ASSOCIATED OUTFALL AND INTERCONNECTING PIPE PER THE ROAD AND UTILITY PLAN. GRADE AND STADIUZE CANSTRUCTIOW ROADS CONSTRUCT SURFACE WATER CONTROLS (INTERCEPTOR DIKES PIPE SLOPE DRAINS, ETC) SIMULTANEOUSLY WITH CLEARING AND GRADING FOR PROJECT DEVELOPMENT. .rt MAINTAIN EROSION CONTROL A€EASUEE IN ACCORDANCE WITH CITY AF TUKINLA STANDARDS AND MANUFACTURER'S RECO IMENDA TIONS K RELOCATE EROSION CONTROL MEASURES OR INSTALL NEW MEASURES SO THAT AS SITE CONDITIONS CHANGE, DIE EROSION AND SEDIMENT CONTROL IS ALWAYS IN ACCORDANCE MATH THE CITY TESC MINIMUM REQUIREMENTS, L. COVER ALL AREAS WITHIN THE SPECIFIED TIME FRAME WITH STRAW, WOOD FIBER MULCH, COMPOST, PLASTIC SHEETTNa CRUSHED ROCK OR EQUIVALENT. M. STABIUZE ALL AREAS THAT REACH FINAL GRADE WHIN 7 DAYS N. SEED OR SOD ANY AREAS TO REMAIN UNWORKED FAR MORE THAN 30 DAYS O. UPON COMPLETION OF THE PROJECT, ALL DISTURBED AREAS MUST BE STABILIZED AND BEST MANAGEMENT PRACTICES REMOVED IF APPROPRIATE. 1. ALL EXPOSED AND UNWIt71RKED SOILS SMALL BE STABILIZED BY SUITABLE APPLICATION OF BAPS FROM OCTOBER 1ST TO APRIL 307H, NO SOILS SHALL REMAIN UNSTABIUZED FOUR MORE THAN TWO DAYS FROM MAY 1ST TO SEPTEMBER 3O111, NO SOILS SHALL REMAIN UNSTAB►UZED FOR MORE THAN .SEVEN DAYS PRIOR TO LEAVING THE SITE; STORMWATER RUNOFF SMALL PASS THROUGH A SEDIMENT POND OR SEDIMENT TRAP, OR OTHER APPROPRIATE 'S 2. DLE /NEATE CLEARING AND EASEMENT LIMITS IN THE FIELD, MARK GLARING LIMITS AND /OR ANY EASEMENT% SETBACKS, SENSITIVE /CRITICAL AREAS AND THEIR BUFFERS TREES AND DRAINAGE COURSES 3 PROPERTIES ADJACENT TO THE PROJECT SITE SHALL BE PROTECTED FROM SEDIMENTATION DEPOSITION. 4. SEDIMENT PONDS AND TRAPS PERIMETER DIKES SEDIMENT BARRIERS, AND OTHER BMP'S INTENDED TO TRAP SEDIMENT ON -SITE SMALL BE CONSTRUCTED AS A FIRST STEP IN GRADING THESE [IMP'S SHALL BE FUNCTIONAL BEFORE LAND DISTURBING ACTIVITIES TAKE PLACE EARTHEN STRUCTURES SUCH AS DAMS DIKES AND DIVERSIONS SHALL BE SEEDED AND MULCHED ACCORDING TO THE Ti MING INDICATED IN EROSION AND SEDIMENT CONTROL REQUIREMENT #1. S CUT AND FILL SLOPES all' AND FILL SLOPES SHALL BE DESIGNED AND CONSTRUCTED IN A MANNER THAT MILL ANNIANZE EROSION. IN ADDITION. SLOPES SHALL BE STABILIZED IN ACCORDANCE W TH EROSION AND SEDIMENT CONTROL REQUIREMOVT pl. 6. PROPERTIES AND WATERWAYS DOWNSTREAM FROM DEVELOPMENT SITES SMALL BE PROTECTED FROM EROSION DUE TO INCREASES IN THE VOLUME; VQOC►TY, AND PEAK FLOW RATE' OF STOR4WATER RUNOFF FROM THE PRO..CCT SITE 7. ALL TEMPORARY ON -97E CONVEYANCE CHANNELS SHALL BE DESIGNED, CONSTRUCTED, AND STABILIZED 70 PREVENT EROSION FROM THE EXPECTED VELOCITY OF FLOW FROM A TWO -YEAR, 24 --HOUR FREQUENCY STORM FOR THE DEVELOPED CONDITION STABIUZATTON ADEQUATE TO PREVENT EROSION OF OUTLETS ADJACENT STREAMBANK% SLOPES, AND DOWNSTREAM REACHES SHALL BE PROVIDED AT THE OUTLETS OF ALL CONVEYANCE SYSTEMS B ALL STORM DRAIN INLETS MADE OPERABLE DURING CONSTRUCTION SMALL BE PROTECTED SO THAT ST'aRMWA TER RUNOFF SHALL NOT ENTER THE CONVEYANCE SYSTEM WITHOUT FIRST BEING FILTERED OR OTHERWISE TREATED TO REMOVE SEDIMENT. 9. EROSION AND SEDIMENT CONTROL REQUIREMENT #9 -- UNDERGROUND UTILITY CONSTRUCTION. THE CONSTRUCTION OF UNDERGROUND UTILITY LIVES SHALL BE SUBJECT TO THE FOLLOWING CI?IIERIA: A. WHERE FEASIBL& NO MORE THAN 500 FEET OF TRENCH SMALL BE OPENED AT ONE TIME B WWHER£ CONSISTENT NTH SAFETY AND SPACE CONSIDERATIONS EXCAVATED MATERIAL MALL BE PLACED ON 711E UPHILL 9DE OF TRENCfS C TRENCH DLEWA 7ERING DEVICES SHALL DISCHARGE INTO A SEDIMENT TRAP OR SEDIMENT PORK). la WHEREVER CONS7RUCllON VEHICLE ACCESS ROUTES INttNSECT PAVED ROADS PROVISIONS MUST BE MADE TO MINIMIZE THE TRANSPORT OF SEDIMENT ONTO THE PAVED ROAD. F SEDIMENT IS TRANSPORTED ONTO A ROAD SURFAC3~ THE ROADS SHALL BE (LEANED THOROUGHLY AT THE END OF EACH DAY. SEDIMENT SHALL BE REMOVED FROM ROADS BY SHOVELLING OR SWEEPING AND BE TRANSPORTED 70 A CONTROLLED SEDIMENT DISPOSAL AREA. STREET WASTING SHALL BE ALLOWED ONLY AFTER ANT IS REMOVED AW THIS MANNER. 11. ALL TEMPORARY EROSION AND SEDIMENT CONTROL BAPS SH ALL BE REMOVED WITHIN JO DAYS AFTER FINAL SITE STABILIZATION IS ACHIEVED AND INSPECTED AMID APPROVED BY THE DIRECTOR OR AFTER THE TEMPORARY BAPS ARE NO LONGER NEEDED. TRAPPED SEDIMENT SHALL BE REMOVED OR STA IUZED ON SITE DISTURBED Sot AREAS RESULTING FRAM REMOVAL SHALL BE PERMANENTLY STABILIZED. 12 DEWA TEINNG DEVICES SHALL DISCHARGE INTO A SEDIAIENT TRAP OR SEDIMENT POND. 11 ALL POLLUTANTS OTHER THAN SIT THAT OCCUR R ON -SITE DURING CONSTRUCTION SHALL BE HANDLED AND DISPOSED OF N A MANLIER THAT DOES NOT CAUSE CONTAMINATION OF STORMWA TER 14. ALL TEMPORARY AND PERMANENT EROSION AND SEDIMENT CONTROL BAPS SHALL BE MAINTAINED AND REPAIRED AS NEEDED TO ASSURE CONTINUED PERFORMANCE OF DOER INTENDED FLWCTTOlt ALL MAINTENANCE AND REPAIR SHALL BE CONDUCTED N ACCORDANCE WITH THE MANUAL 15 PERFORMANCE Emma OR OTHER APPROPRIATE FINANCIAL /NS7MAIOENTS, MAY BE REQUIRED AT THE COAIRINITY DEVELOPMENT DIRECTOR'S DISCRETION FOR SPECIFIC C PRO. ECTS 10 ENSUE COMPLIANCE NUN THEE APPROVED PLANS PR . ECTS THAT MAY REQUIRE BONDING INCLUIX, BUT ARE NOT LMITED TO THOSE OCCURRING IN ENVIRONMENTALLY SENSITIVE AREAS AND WHERE MORE S ARE ANTJCPATED IN DEVELOPING THE PROPERTY. 16. THE ESC FACI RTES SHOWN ON THIS PLAN ARE THE MINIMUM REQUIREMENTS FAR ANTICIPATED 31E CONDITIONS. DURING THE CONSTRUCTION PE/R10D, THESE ESC FACILITES SHALL BE UPGRADED (Ea, ADDITIONAL SUMP` RELOCA THIN OF DITCHES AND SILT T FEN ES ETC) AS NEEDLED FOR UNEXPECTED S'70 w/ EVENTS ADDITIONALLY, MORE ESC FACILITIES MAY BE REQUIRED 70 ENSURE COMPLETE S . TA TION CONTROL. DURING THE COURSE OF CONSTRUCTION IT SMALL BE THE OBLIG.4110N AND RESPONSIBILITY OF THE CONTRACTOR TO ADDRESS ANY NEW CONDITIONS THAT MAY BIE CREATED BY ITS ACTIW7ES AND TO PROVIDE ADZf71OVAL FACILITES OVER AMID ABOVE DOE MINIMUM REQUIREMENTS AS MAY BE NEEDED. 17. DE ESC FACNITE3 SHALL BE NSy'ECTED BY DE PERMITTEE/CO N7RACTOR DALY DURING NON- RAINFALL PERIODS, EVERY HOUR (DAYLKMHT) DURING A RAINFALL EVENT, AND AT THE END OF EVERY RAINFALL. AND MAINTAINED AS NECESSARY TO ENSURE' TIER CONTINUED U D FUMCTIOIwMO IN AMMO N, TEMPORARY SILTATION PONDS AND ALL TEMPORARY SIL TA DON CONTROLS SHALL BE MAINTAINED IN A SA TT.SFACTORY CONDITION UNTIL SUCH T THAT CLEARING AND/OR CONSTRUCTION IS COMPLETED, ETED, T DRAINAGE FACIITES ARE OPERA 11ONAL. AND THE POTENTIAL FOR EROSION HAS PASSED. WRITTEN RECORDS SHALL BE KEPT DOCUMENTING THE REVE1115 OF TIE ESC FAC ITES 1B THE ESC FACILITIES ON NACTIVE SITES 9YALL BE INSPECTED AND MAINTAINED A MINIMUM OF OIL A MO ND! OR WITHAL 48 HOURS FOLLOIIMG A STORM EVENT. 19. AT MO MILE SMALL MORE THAN 1' OF ANT BE ALLOWED TO ABATE W7HINA CATCH BASIN. ALL CATCH BASINS AND CONEEYANALE LINES SHALL BE CLEANED PRIOR TO PAVING. THE CLEAMNIG O ERA 1 4 SMALL NOT FLUSH SEDIMENT-LADEN Mil TER INTO THE SY51EAL 2a WHERE STRAW MULCH IS REQUIRED FOR TEMPORARY EROSION Comma, IT SHALL BE APOD AT A MINIMUM TINOVNESS OF 2" 21. OFF 97E STREETS MST BE KEPT CLEAN AT ALL TIES F DIRT IS DIED ON DE PLNIUC STREET SISTEIC THE STREET 9HALL BE IMMEDIATELY (LEANED WITH POWER SWEEPER LW OTHER EQUPWENT. ALL VEHICLES 9LML LEAVE DOE 91E BY MAY OF 114E CONSTRUCTION ENTRANCE AND SHALL BE CLEWED OF ALL DIRT THAT WOAD BIE DEPOSITED ON THE PUBUC STREETS 904-tva- 14-1 i)•••_ S RECENED OF Tuov/LA Ora lye IlluellINE GIMP • . ERIa CENTER h I 4, Um; N . • ! • . 7 i" Pr.= ' • 7 2 - - 17.0 I RAISE RIM TO MATCH PROPOSED ELEVADON 180 e I ' WV Xi • TOE 14.5 T IMM Ira INIIM 16.4 16.6 1611 7.0 1 4111...=•■•■•■■••■ ; • • • ft t TOP 16.9 7a2 11L11 t I • • - " 4 :- • Lr F C•iir „ 2 • E ' ,‘, 17E; 7 25 , '- ,-, . , ' . 1 (.,- - , E :',r - i ''-- -:: : ..!- 777 1 : 4 4 ; . --SE -- • (,- 'L ' ' 4 (01 1 7 - c :Li' ' (TO BE REMOVEN I NEW 12" If 11.44 (01.1T-w) I I CURB/RETAINING WALL. S. . • •1 1 i: di -- - POWERL -04 T R. O. -• -1 118J , • PLY ra4 • S 4924 E 122. nen -; • r- Afrz• t TOP 16..50 ME 14.5 As 1 T .7 leta . .•• ■•• •r•••••• ••••■ •••■ ^ft. •••• • • ACE 11i4 MP1 1 .1 • 1 1 • • - - ■••■. ••■■••■■• •■■■■•• 4 - INTERURBAN AVE S. SR 599 TOP 15.0 17.9 16.4 18,5 • SEC 23 TWP 1 5N RGE 4E W.M. 17.5 14.9 1 7.• / -- ..... --7‘--- • 1 • \ C.B if125 • ' 84 - iE 11.59 ( • 6" IC 11-79 CO U vt. iilie 75.18 El.. CURB • GU T'ER ' - • I • • • • • • • 1 . _ _ _ _ - . . .....,,.„,.■-..■.„ I il • - I (SEE DETAIL SHEET 7) . I - SCALE: 1" 20' 0 10 20 40 11..11111 • - .z- Ili" !III till S. z ■■■■ Pot142--- -- -76- III III III IF •IN In I ------ () , s, 12' MIN. TheSe r?"3T1S 1-Ten i)v the l'itr- 1 !"or conforgianzc .%. current rijV candards. Accpa7:(e is ythiect If) errors :Ind c\puccions , 1 - ;ticii do 'rot allthorifc violations of dried 1r,thIrds •rdinatioN. The responsibility Ice wicquacy :he <!.e.si4n regg do•it:r.cr. Additions, deletions or revisions hese arter this (late wilt vnid rhic; acceprance -.- and i. ,•1 rcquire a resubrnittal of revised Jrawing; ! s:ii apprQval. _ - • Final aeck s - 4.elft.'cr. 4) 50d &14.N.ev:tion 4y _ - - the Puhlic or tailf:its 1)xcr • .■ - --- --- n ill 111 sir 1111111 -- BICI-FILTRATION SWALE SCALE 1%40' 810-FILTRATION SWALE PIOT TO SCALE UNDERGROUND UTILITY NOTE: MU MIST Oa 1-400-424- 5 5 N 0 T L nit 411111 NOUNS Walt 111EOMMINC MAMMA WERE Am (flo u t o m a c s w U 2 C A l l E D . F A alE 10 DO SO COULD WEAN E SUISDINNIL MAW COSTS (1111 10 IMES PE OF NAM 1 0 DIE --- CODE COIAPar6cE R EVI - E\VE I D 0000 th)„v • ot 1%.1" to, / ' ! RECEIVED_ CITY OF (AMA MAP ' PET CENTER CAUT7ON: LOCANON W F MUM 11111111ES SNOW IS APRNOMINAJE AND aur NOT ME ACCIRAIE aft ALL INCLUSPIE IT IS PE asatAciatts NESPON SIMUTIr 10 MIME AS IMMO AND REID 1113111M LWOW CIF URINES 111,011 10 INN aS11111CRN. • 1 0 - 'ME UMW GROUP NEUF THE BLUE LINE If I3 R11LJF = 25 CENTRAL WAY, SUITE 400 KIRKLAND, WA 99033 P: 425.218.4051 F: 426218.4052 WWW.THEBLUELINEGROUP.COM HORIZ: 1%40"'VERT: N/A SCALE 1 A. OREM PE PROJECT MANAGER RIIINDIEN DESIGNED BY FLAW° MINIM DRAWN BY as/tovos DATE a. ha a z ••1 ,e• Evr-1K 2* 40,A04/05 JOB knoibellifErt: El En El 4 1 04-055 4 or 7 ...••••• •••■•• ._ THE BLUE = LIN E 1 . ' E , cJ U P 25 CENTRAL WAY, SUITE 400 KIRKLAND, WA 98033 P. 425.216.4051 F: 425216.4052 WWW.THEBLUELINEGROUP.COM N 5069.2886 1 3038 INTERURBAN AVE. SOUTH CITY OF TUKWILA WASHINGTON E 4320.9937 HORIZ: r-2119" VERT: N/A Ca 9 SCALE N 5088.2777 TOW A. 08ER4 PE E 4175.4836 • _• : ' r PROJECT MANAGER CB 4, TYPE N -54" Ca 10 BEN 111.11 OW90 N 50 58347 DESIGNED BY E 4208. 0263 FLAW 8AIN0771 CB 4TrPE 0-54" - -• - -- -- .kr: DRAWN BY N 5046.1151 03/04/05 ,.. Y_ . DATE SION9 t , .nr.: ,.., -. 4' , . 1 N 5105.3430 E 4381.5021 E 4145.3791 I I �IddV� . 4 AI I u 3.c r►O p/or/r ON " _. � r It £ "PPE ' `': 4 4 JOB NUM11: 04-055 sofr 5 or 7 CATCH BASIN LOCATIONS ce 1 N 5240.1890 E 4254.8215 Ca z, TYPE II -54" N 50710834 E 4324.2494 ce Z TYPE 11 -48" co 8 TYPE /I -54" N 511.3 4132 N 5069.2886 E 4146.1575 E 4320.9937 Ca 4 TYPE 11-48' Ca 9 N 5088.2777 N 5056.9454 E 4175.4836 E 4305.4315 CB 4, TYPE N -54" Ca 10 N 5149.2493 N 50 58347 E 4227.7942 E 4208. 0263 CB 4TrPE 0-54" Ca 11 N 5153.0434 N 5046.1151 E 4231.0495 E 4254.3226 CB 6, TYPE II -48 t , .nr.: ,.., -. 4' , . N 5139.8161 N 5105.3430 E 4381.5021 E 4145.3791 I GREASE INTERCEPTOR PROPOSED BUILDING FF EL. 17.9 SERVICE UNE TO BE PLACED PRIOR TO DE7E7477014 PIPE INSTALLA710N 14 -4" • ` ?4j o • ri n• INN :MP YID 6 IE 15.50 10' UTiUTY CE NOTE A WATER SEE NOTE 8 p�tSSWIG 12" *477 1 AR11 w OIL WA PARA TIa1R CORE 12.ORiC.(, Ex(Sr II PRoWIJE A CiogE ANL SF Ak. ,BOOT' RECH, NNe.0 H N CONNECT NEW 6" N MH 6 "IE.106 • T VERIFY LOCATION AND ELEVATIONS OF EX SSMH AND NOTIFY ENGINEER SAMC'UT AND RESTORE PAVEMENT PER CITY OF TUKWLA STANDARDS 1 £4 NC.JT AND RES PER CITY OF TUKMILA (' STANDARDS 8 00.50X ouiFALL To EX 810SWALE 18' IE 10.54 82 S=0.1432 ;t " DI a- MF_ TAL SIGN POST SE T 'N 60" 014. CONK. BASE W LOCKING LID 6 ' ON A INTERCEPTOR (SEE DETAIL, SHEET 7) EASMENT CROSSING 6 SS IE 12.79 12" SD CROW 12.08 t Ex. TELEPHONE \ VA UL T PAVEMENT \ (aROlS57NIC� 54 SS aR0 4.0 12" SD E 11.47 NOTE A: f0"` SEWER LINE 10 111E "ERA= POW r SCE SEER ffff OF S ION4 LOIANCIM EWING Mr SEA LINE lE ME SW Cr SHIN Nr LOMBOK w v 6 IE 14.80 EV. LIGHT POLE E W W sa.t LOCKING LV 39'-1.2" 0 O15QX SEATTLE POWER A ND LIGHT R.O. W. f/ .j \` 1 .V_ _ - r= E. WE. ' 4. -% (REPLACE W H SOLID LOCKING LID) '< 11 ,. (TD BE REMOVED) NEW 12' If 11.44 (OUT - W) S 4924'00' E 172.00' 4111111.y CROSSIfiG 54 SS GRDNK -4.0 W E,i 12" 't 1.20 W SOLE LOCOING LE NOTE B: INSTALL II PA ON EACH SOME LIB DEIVIEEN NWT 10 eE ANSVILLED INSIDE FREEZE PROTECRON ow ANCHORED 10 4' p PEAR IIPAA MME a1' flan NOVEL MI 9751IL immaimorrirros fr- J Ex UNDE''GFL)IJN TEL EPti `- ; c L !NE Mai NOTE: TORM E\. 5 U TTLITI' Ex. LIGH EASMEN T POLE --- - -- -- - -- E PO ME'R i / 4 - INTERURBAN AVE S. SR 599 • SEC 23 - . 41 I � It 5 - 12" 0 0.50X EX • a (TIP) X. WAMFI - - - . 12" WATER ' RIM 15.18 . � Nil ...-e- - 3-- -- _ . L I -- EMERC NCY - OVERFL ' ATH EX. OVERHEAD POWER LI --- \\ 1I 1 EXISTING KING COUNTY I METRO SEWER LINE \II I I :I II iI I I I . .. I I 4__ r IL- ....-- -f -i - - - AU CA1CH BOWS >o ME' I7PE I LOCIONG MOM OWES MUSS ~ME I NOTE: NOTE: TWP 7 5N EX. CURB AND GUTTER N N -54" • SCUD LOCKING LID • P G E 4E ,"1 ‘‘ ALL SEER !PE MAU BE a ss 30 Nmanat PVC SCR 34 OR WELDED WE MERE ITS B JUSWED DUE 70 SCOUNING 1EL007Es OR SOIL ALL OIIR PIE SMALL ME =ME RCM PIPC ameiff u m, swami) WIENNESS cuss st NI NrUNc CONROININC 10 PE SZONDOWIDS CIF AMIN C- W. M. WATER PRESSURE ZONE 1410 -150 i SCALE: 1 'I = 20' • O -1 20 i 40 OVERFLOW EL. 14016 (MAX 141ER SURFACE) ELBOW EL 1,3016 ORIFWE 9/761 i 2.D 12 GA. BOT1o1 PEA TE - N1H 7- 13/16"1 ORIFICE SHARP EDGE SHOP OII?IL w N PLATE EL 9.56 90441 NOTE: ALL SWIM ORA r ICE 1N�ALs FOR MIENS SNAIL I,OIR1EX ADS N-12, Orr WO O .rRr AR CREIRONra re CLASS ELBOW, SEE DETAIL ROUND, S'OUD, LOCKING UD MARKED "DRAIN" iWTH LOCKING BOIL T5, STANDARD GALVANIZED STEPS TYPE 11 -54" CATCH BASIN ' ) !ir l _8b= 12 " OWLET PIPE 12 E 11.56 -, s • . .4 PLAN VIEW • a . p 9 X .E 1 ! 5 .36" E 11.06 E • EB 4, TYPE 11 -54" UNDERGROUND UTILITY NOTE: YOU MST NOT Lass WAN 41 HOLM BEFORE 11183101111C 01CfnitiON Afnr am' E' LOCUM MIME' lE 00 SO COULD NEIw REARM SUBSOWfart iEINER COWS OP 10 P_ WES PIE SST CIF SWAIM PO OE c plans have been revicww•cd by Oic ties Department for cnnforrrance wi'h current City standards. Acceptance is subject to errors and omissions which do not authorize violationf 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 iff..es- ROUND -DRAIN SOr.ID, LOCKING LE MARKED S WI 711 LOCKING BOUM 1DP BEV. 16.9 _(DETENTION PIPE 72.3 • Qct# . G FOR I RDE &:pucE K CD n�� p p b ►o . Z � Al 1 ‘)) . „_0 10 . NG 0 1■115._ RECEIVED .MR 2 1 10 pueuc�w''NCs CAUTION: LOCATION BIB IS IPPIRIONNME AND MIT "or IRE ACCURAlE CIR ALL INCLUSNE IT IS PE a ANTI lC ROPONSISILIN 10 POKE AS MEOWED PRIOR 10 PROCEEINIIC CONSRUCTIONL • 020115 111E . I • 20 70 • I, 20 - F 10 • 4.0011 tr E 1.190 20 - 0 �-- --- T 8r-18" • Q$X Ex 54" SETTER E --85 A f TC1P M.s rr E 11.36 (air-IE) i E 1t_S6 ON-910 E r1_OS (OUT) r TrnE u w L TOP MOO _ L_ 72" It JU.94 � minmom TOP IS.50 12 E ii.56 (w-910 3s E t1_OE (CUT.4110 a ma mm.dmm gig rm. 39' 14" 0 a 56x E»STINC a •' , ELEVATION OVER P%'E • SEC 23 TWP 1 5N 16Y-12 0 0.25% 17.90 1 " IE 11.16 j ' N A EX Q - EX 54` S II 1� t ` ; f IE - &5 • 11 -48' a' kei 1 Ex 12' WA CONTRACTOR TO POTHOLE PRrOR TO • STRUCTIOW AND NOTIFY THE B& UELINE GROUP OF ELEVATION TO ENSURE PROPER CLE1RANO EX 18` SEWER 00 BE ABANDONED) l g 4 ,& i17ER 3EPARA1 TOP 74-X tr E 12o3 1 STORM _ c- SCALE: 1 HORZ. ! 1 VERT. 80=12 0 a5ox --120 10 RGE 4E �y 11� - 54 s&!o L X K/NC ' 1JD TOP 16.90 12' IE 11.56 36 IE 11.06 TYf W/T JD L TO 12' IE 11.56 16.90 36` IE 11.06 LOKINGLLD TOP 16.91 12' 11.36 w• 1 20 - -12` 0 0.25% l W. M. WA SER C• LINES IE 9.56 5' 12" 010.00x 0 EX. CB 125A REPLACE NET WA SOLID LD TOP 14.94 6" If 11.64 (IN-NO 6" IE 11.44 (IN -SE) 10" IE 11.34 (OUT SW) 12' � BE t� �T iV4 DETENTION PIPE - 12.3 0 0.00% I t SCALE: 1 " =20' H RZ. 1 11 =5 1 VE T. S7' N h .27-127 =sr •_.ate N E X 161'- 6 " 0.00Z et: 5 - 0 0.00x T +-r L DLOcKWW TOP 16.50 12` lE 11.56 (IN -k) 12" IE 11.56 (IN -5W) .56 IE 11.06 (01T -Nib) cp � T1'PE 11- / o LOCKING LID TOP 16.52 12` /E 11.56 (IN -cE) 12 l 11.56 (IN -$$w) P �I ui h' SCALE: 1 =20 HORZ. 1 "= 5' VERT. 6 • asox cu SCALE: 1 6 = - 20` HORZ. 1 VERT. es tin 20 10 � u 1 EX. CB I TOP 12.84 8 lE 11. 5.9 (IN) 6" IE 11.39 (OUT) li ve 1)ccn rL..vicsved \ti ..-,•* 1).; :lrrr „en: for cntif, - yr. -a:ltc ;:i.irrLnt •t 7 .�:..:Lj�t;li:Cl; is >>; �,.�. o errors and wiliL 1I to X1')t aiitho:izc violations of Ur ''.:Il�lt�l�lty :t: ?��E'l'l� :•;:ii'.�;�h�� 0. c.ilt:3it•:CS. The I"�, I act' of Inc Liesign rests totally with the ' t' �• I' �r s. deletioris or revisions to these this date '►y::1 void this acceptaInce for app:oval. Lt.t: of revised Jraw,tii:'gs 0 PO4 4!z I . I t12" E 1564 �r E - ts9� I r STORM D i 20 1 0 1'i :: ::t ac;.:e_:i.?::;e is s'.:bject to field insjiectiuL' i'..c l-)i.'ol.: W._ ut'' "'et :n Sj C:1:tU1. i)",.::t: .Rt �{`. 5 ('(os" • /14 ? to wu PERMIT P‘ii-ER Q211015 1E <AJIIIME 111111, BLU LI N.J E GROUP 25 CENTRAL WAY. SUITE 400 KIRKLANO, WA 96033 P: 425.216.4051 F: 425.216.4052 W W W.THEBLUELINIEGROUP.COM SCALE 7 A. MOM PE PROJECT MANAGER BEN RVIATMISICI DESIGNED BY FLAW) MAIM DRAWN BY a3/04/V5 DATE 415 or 0) W ft ft W m 0 HORIZ: 1'' =2Q" VERT: 1 =5' E`►f _ :s O, /A4 /DS .roe N6/M : AMPS `- _ ... 04-055 7 z En z F I' 0 f 7 BNOISIA3 1 - S11 11W103 Me Jai i dddd Icm 1 • AN I 11111 - 1 3LrO - I ON a ■ 1 • 20 70 • I, 20 - F 10 • 4.0011 tr E 1.190 20 - 0 �-- --- T 8r-18" • Q$X Ex 54" SETTER E --85 A f TC1P M.s rr E 11.36 (air-IE) i E 1t_S6 ON-910 E r1_OS (OUT) r TrnE u w L TOP MOO _ L_ 72" It JU.94 � minmom TOP IS.50 12 E ii.56 (w-910 3s E t1_OE (CUT.4110 a ma mm.dmm gig rm. 39' 14" 0 a 56x E»STINC a •' , ELEVATION OVER P%'E • SEC 23 TWP 1 5N 16Y-12 0 0.25% 17.90 1 " IE 11.16 j ' N A EX Q - EX 54` S II 1� t ` ; f IE - &5 • 11 -48' a' kei 1 Ex 12' WA CONTRACTOR TO POTHOLE PRrOR TO • STRUCTIOW AND NOTIFY THE B& UELINE GROUP OF ELEVATION TO ENSURE PROPER CLE1RANO EX 18` SEWER 00 BE ABANDONED) l g 4 ,& i17ER 3EPARA1 TOP 74-X tr E 12o3 1 STORM _ c- SCALE: 1 HORZ. ! 1 VERT. 80=12 0 a5ox --120 10 RGE 4E �y 11� - 54 s&!o L X K/NC ' 1JD TOP 16.90 12' IE 11.56 36 IE 11.06 TYf W/T JD L TO 12' IE 11.56 16.90 36` IE 11.06 LOKINGLLD TOP 16.91 12' 11.36 w• 1 20 - -12` 0 0.25% l W. M. WA SER C• LINES IE 9.56 5' 12" 010.00x 0 EX. CB 125A REPLACE NET WA SOLID LD TOP 14.94 6" If 11.64 (IN-NO 6" IE 11.44 (IN -SE) 10" IE 11.34 (OUT SW) 12' � BE t� �T iV4 DETENTION PIPE - 12.3 0 0.00% I t SCALE: 1 " =20' H RZ. 1 11 =5 1 VE T. S7' N h .27-127 =sr •_.ate N E X 161'- 6 " 0.00Z et: 5 - 0 0.00x T +-r L DLOcKWW TOP 16.50 12` lE 11.56 (IN -k) 12" IE 11.56 (IN -5W) .56 IE 11.06 (01T -Nib) cp � T1'PE 11- / o LOCKING LID TOP 16.52 12` /E 11.56 (IN -cE) 12 l 11.56 (IN -$$w) P �I ui h' SCALE: 1 =20 HORZ. 1 "= 5' VERT. 6 • asox cu SCALE: 1 6 = - 20` HORZ. 1 VERT. es tin 20 10 � u 1 EX. CB I TOP 12.84 8 lE 11. 5.9 (IN) 6" IE 11.39 (OUT) li ve 1)ccn rL..vicsved \ti ..-,•* 1).; :lrrr „en: for cntif, - yr. -a:ltc ;:i.irrLnt •t 7 .�:..:Lj�t;li:Cl; is >>; �,.�. o errors and wiliL 1I to X1')t aiitho:izc violations of Ur ''.:Il�lt�l�lty :t: ?��E'l'l� :•;:ii'.�;�h�� 0. c.ilt:3it•:CS. The I"�, I act' of Inc Liesign rests totally with the ' t' �• I' �r s. deletioris or revisions to these this date '►y::1 void this acceptaInce for app:oval. Lt.t: of revised Jraw,tii:'gs 0 PO4 4!z I . I t12" E 1564 �r E - ts9� I r STORM D i 20 1 0 1'i :: ::t ac;.:e_:i.?::;e is s'.:bject to field insjiectiuL' i'..c l-)i.'ol.: W._ ut'' "'et :n Sj C:1:tU1. i)",.::t: .Rt �{`. 5 ('(os" • /14 ? to wu PERMIT P‘ii-ER Q211015 1E <AJIIIME 111111, BLU LI N.J E GROUP 25 CENTRAL WAY. SUITE 400 KIRKLANO, WA 96033 P: 425.216.4051 F: 425.216.4052 W W W.THEBLUELINIEGROUP.COM SCALE 7 A. MOM PE PROJECT MANAGER BEN RVIATMISICI DESIGNED BY FLAW) MAIM DRAWN BY a3/04/V5 DATE 415 or 0) W ft ft W m 0 HORIZ: 1'' =2Q" VERT: 1 =5' E`►f _ :s O, /A4 /DS .roe N6/M : AMPS `- _ ... 04-055 7 z En z F I' 0 f 7 METER SIZE 1 1 -112" 2 2'• Dimension A' 1 13.25" 1 17.25" or 1 15.50" Dimension B - Riser Height 1 12", 15 ", 1 18 ", 2 21 ", 2 24" 2 27" 1 12 ". 15 -. 1 18". 21 ", 2 24 ", 2 27" 1 -1/2" 2 2" Dimension D' 2 21.50" 2 26.63" Mt I I A t SlIr 2 3N" It w 1U . =Ill= D PW j Pa);` TI,Tt:/5, f ♦ • �N,D,S n.rr.I�L S�Tt TO MAWI i ,______., i NOTES: .•STOR•_ UA 1C., MAIM 1 OLIN 1 YARD ORA,N A:\ s NOTES 1 - 0 ()RANTS S A. L EE EQL' PQED 'IY', TN TM' ':2 N.S ' r'OSE'CRTs ANC CNE 5' STURTZ L'LNAPER DISCHARGE PORT ANC STALL NAvE A T'ENTAC, N ortN OFT OPE'TAT N.JT HYDRANTS HA%E A E' M J BOTTOM '_'ONNE•'TION AND t!.I.!w ';E CPL=N1N:3 AN(,` ' HALL HAVE !S' ABOVE ')F E L!' ;EL 'C THE CENTER OF THE PL`EOER Dt C AROE PORT WHERE v CuPt .L'JC (-UTTER S ;NsTALLED. =IRE NvDRANT SHALL BE LOCATED CLOSE TO. THE "ROPERr; LINE ANC. 1 \SIDE. THE'7ICH F AAA DR A4Sc"NENT 3 HYDR.AIJTS :NSIALLCD RELOCATED QR •]'HERWl5E'ItiORKF=C L'P. A5 A RESUL- Of A PRcJECT SHALL BE 'RE SHLY PANTED 4 ;REEti SONNETS SNa L BE , 'ARWEST''OREST ;;;,E€ 1113513! PR.vA-F !dv'D SHA_. O£ OAIN will 'WO C..ATS H,;:;' :1,EUN181653 •E_'. J,NULOS. OR FARWES CASE ' _LOIN (81 x -34':; A HYDRANTS F. C'AL- TO M•JELLEP SA-423 OR CLOW MEDA:JL0.7N er.:S45 1.1 S •I 929 - HY WANTS SHAL_ CONFORM TO A V.'.14 .A SPECIFICATIONS C ;0_.54 SitA: -t BE COMPRESSION TYPE AND SHALL HAvE A - i - SE: I R - A u•:- ' . M. M .. TWO ,L�. 9RE.AKI`tC� • L�,NCE WITH 9REAI TIN *ABLE •i � C•RC'vvL L.vt _R ., , A S .L BONNE w .4:'t?R FILED RESERVOIR HOLDING: ArFRCXrMATE1 Y ! OUNCES OF CIL OIL RS3ERN.JOIR V+AL! BE SCE OES!GNE:: AS TC GIvE A CCSMP:ETI? LUBRICATION O+ STEMS EACH* TIME THE N"ON.AN :5 OPERATED THE UPPER STEM SHALL h4v5 A 9RA5 S SLEEVE F REFER TC 0 7 Or T4E5E STANDARDS j \\\ \<.\ ! S AACx_E RCCE' S.LALL EIt ASPHALT- 1;0A'E' 5'E = OR ;0R, - cv STEEL City of Tukwila r .S -ED GROUND LIVE zr 314' OR 1' PARTS UST: I.1((; .►tit ..Or. - -__ e ( City of Tukwila y.r. S AN.) WAY) 4•c•A R,?N Ph.F 1 _SHEE'r RE s!. AP.RC'.AL B. SHELTON - K COPPER 1 - ' COUPLINGS MUELLER X ANGLE S - OP - BALL 1 - " OR 14' CORP STOP - BALL - AIL PIECE iMTH FEMALE IRON PIPE THREAr' " 'VC METER FOXES t, S.2 ANO V'E.V.AvS Y *ERE_ - OSS :SLE 2 .'S= CLEAN 5'3' 1.1 .S CR. S'1ED c-;,.P AND SE- Y - -'ESE S 4t:.AROS WIPE IPE'.•S1% r 96.0.3 B. SPIEL TON E:TAILE 111 ARNI N'a F' - EE IVIEA SHALL OE 1'r 1 Cr1r N COMPLIANCE MILT•,, S'D spEc s-i4z • 1 � �L+A•[G STEt'L SHA:,LE ROOS iL.Ar.Ge JOIN " -J FIRE HYDRANT ASSEMBLY ANO SETTING WS -13 METER INSTA :AEC Br Ur" \ - TYPE K COPPER PPE PVC - P(;LY ETFI''LE1E METER 3K WS-01 � - Sit ; a.:. SO.+ ,JF AA. •■5.10' 1 Sr, wS.,,A Arc AS. :R •� A . RIIiAP t TO SERVICE a'TI ' I E 0 WitlINCATED OWES PEE UWE 71 OETECTAaE 111M111118 M1101111 ORAL NOTES: 1 DROP PIPING TO BE SAME SIZE AS INTERCEPTED SEWER 2 BACKFILL WITH COMPACTED MATERIAL 3 CLASS 50 DUCTILE IRON PIPE ONLY 4 CONCRETE CLASS 5 (1 -1/2) CEMENT 5 SACK MIX WITH 1.1/2" AGGREGATE 5 SEE SS -08 FOR ACCESS AND CHANNELIZATION 6 SEE SS -13 FOR STEP DETAIL EXISTWG ?AVEiEN" NOTES: ONE LENGTH TO SOLID BEARING MATERIAL WHEN SPAN IS MORE THAN 4' 6 MIN City of Tukwila J T. ?.Mx TO - .I - ,Ie, uA - � , V e- rigo• u SHEET • REVISION $1: APPROVAL 51r x 1JT ammo PATTERN (WTHOtlT FRANC) MAC IF ----- Ir ACCESS IT Typ !7 BLIND FLANGE WITH STAINLESS STEEL BOLTS TEE PIPE CHANNELIZATION 08.03 B. SHELTON r "VCR CEMENT '0OIICRE - E SCEI.ILJI • 5- TIE= ETED EDGE r111 CJis 4E`LSee9 SS -10 MANHOLE DROP CONNECTION RAMP ANC APPROACHES SHALL BE CLEAR OF OBSTACLES iNCLJD4NG - t•1YrPANTS. POLES AND INLt S 2 RAMP C_\ ER::NE SHALL 8E PERPEPO:C:._AR 70 DR RADIAL "C CJRB RETLR'l:S UNLESS Cl•- iERVNSE SPE-7'1ED BY THE E?SG1€ER MAX►U.'!J SLOPE S*-Ai.i BE 1 2 ' 3 -LL:. DE = "-- E-X JO'N S ARE RE•OL•4O O i EACH S::t D RAMC AN:, SHALL BE P.A_E� AT - SDLC;VG (h; GENERA... S'DE,KAr..K PORK t vL R.AJJ =5 S ~A.: BE a'�ACEC "WC En °A YJS AP STQ -EEF. OR CIS 3[RE:,'E: -- CURB RAMP City of Tukwila wiry ,- • 2 111101ETwc mew STEP NOT TO SCALE SEC 23 TWP 15N RGE 4E PREEIOLDEO Jl FILLER METAL FRAME £ GRATE PER V16OOT STD. PLAN B ?A 7.r INLET DETAIL A 3► A SECTION A-A 5' 1' 3- CUR. AND GUTTER - (SEE DE TAA RS OW POURED IN PLACE CEMENT CONCRETE CURS MO GUTTER PREMOLOED JOIN* FILER REBAR LAYOUT NOT TO SCALE City of Tukwila CURB AND GUTTER CATCH BASIN SURROUND MEET: RS-27 REVISio" 41: 08.03 APPROVAL B. SHELTON 1. THE EROSION PREVENTION MID SEDIMENT CONTROL (ESC) MEASURES ON THE APPROVED PLANS ARE MINIMUM REQUIREMENTS. 2. BEFORE BEGINIANG ANY CONSTRUCTION ACTIVITIES ESTABJS 1 THE CLEARING LJIMNTS� NSTALL CONSTRUCTION ENTRANCE AND INSTALL EROSION PREVENTION AND SEDIMENT CONTROL 3 BEFORE ANY GROUND DISTURBANCE OCCURS ALL DOWNSTREAM EROSION PREVENTION AND SEDIMENT CONTROr. MEASURES (ESC) MUST BE CONSTRUCTED AND AN OPERA710N. INSTALL AND MAINTAIN ALL ESC MEASURES ACCORDING TO TIE ESC PLAN 4. ESC AIEASURES INCLUDING ALL PERIME7ER CONTROLS SHALL REMAIN IN PLACE UNTIL FINAL SITE COIS1RUCTIOON IS C1OwIPLE1ED AND PERMANENT STABILIZATION IS ESTABLISHED. 5 FROM AMY 1 THROUGH SEPTDE7R 30 PROVIDE TEMPORARY AND PERMANENT COVER AEASU RES TO PROTECT DISTURBED AREAS THAT NKL REMAIN LANIVORKED FOR SEVEN DAYS OR MORE 6. FROM OCTOBER 1 THAROUGHI APRIL ,3 0 PROVIDE TEMPORARY AND PERMANENT COVER MEASURES TO PROTECT DISTURBED AREAS THAT NIL REMAIN UNIAC RKED FOR TWO DAYS dR MORE N A1X 71 N 70 COVER MEASURES TIE CONTRACTOR SHALL: A. PROTECT STOCKPILES AND STEEP CUT AND FXL SLOPES F LNNNOOfED FOR MORE THAN 12 moms a STOCKPILE; ON SITE ENOUGH COVER MATERIALS 70 COVER ALL DISTURBED AREAS C BY OCTOBER LC SAD ALL AREAS THAT NEL REMA UNWOR ED DURING THE NET SEASaV (OCTOBER 1 THROUGH ARIL 30). MULCH ALL SEEDED AREAS 7. FAILURE 7O MAINTAIN ESC MISS N ACCORDANCE N THE APPROVED MAINTENANCE SCHEDULE MAY RESULT IN THE NBC SING PERFORMED AT THE DIRECTION OF THE DIRECTOR AND ASSESSED AS A LAN AGAINST THE PROPERTY WERE SUCH FAWTES ARE LOCATED. 8: DURING THE LEE OF TILE PROECT. THE PERMITTEE SHALL MAINTAIN IN GOOD CONDITION AND PROMPTLY REPAR, RESTORE OR REPLACE ALL GRADE SURFACE WALLS DRAMS DAMS STRUC7 fiats, VELETA 7ICMNI: EROSION AND SEAMENT CONTROL TROL AND OTHER PROTECTIVE DEVICES ES IAN ACCORDANCE DANCE MATH APPROVED PLANS. 9. 7hE PEiMIT7EE SMALL MOUNTER THE MAINSTREAM MANAGE FEATURES AND SHALL, NTH THE DIRECTOR'S APPROVAL, REMOVE ALL SEDIMENT LIYI0.SITION RESULTING FROM PRIO.ECT -RELATED WORK. to ALL 110RK PERFORMED SHALL, BE PER APPROVED PLANS AND grancAnals ONLY. 7HE PEIRNIT7& IS REWIRED TO swami A SET OF APPROVED PLANS AND SPECIRC A T1ONS NV ASSOCIATED PERMITS OWN THE .O 97E VICAR SMALL BE IPERFORMED N A NTH ALL FED, STATE AND LOCAL LAMS 11. AS 1HE FIRST ORDER OF BUSINESS TIE PERMITIEE SHALL INSTALL ORIOSKIN PIEVOITIONI AND SST CONTRa WARMS PER THE ESC AND SHALL th5TALL THE DORNS7REAM TEIVORARY ESC BEASTS ERFO E ANY SAE DISTURBANCE ' SL BEFORE THE TEmPoRART MEASINES ARE RaIOVED. M1f.STALL AND ESTABLISH 71E UPSTREAM PERMANENT ESC 12 THE PERWITTEE SHALL AT ALL TIES PROTECT SE1N9nrf AREAS REP BUFFERS AND AST PRIVATE PROPERTIES AMID PLA9UC (RIGHTS -OF-RI Y OR EASEMENTS FROM DAMAGE DURING GRADING OPERA TOWNS THE PERMITTE SHALL RES7LR& 70 THE STANDARDS IN EFFECT AT 111E THEE O. 11E ISSUAAE'E CIF' DE PERMIT, S IISTIVf AREAS 11E7R BUFFERS, ND PLg. C AND PR. 1E PROPER7ES NO agoAOrOE>+l7$ ONWAI.ED BY DE PEAMITJEE~S OPERATIONS 1.T PERMITTEE SHALL ARRANGE FOR RIND COMPLY NTH TIE FOLOWNKa` A NOTIFY 7W PUBLIC LAOS LEPARTIENT WHIM 48 HOURS FOLLOWING INSTALLATION OF ESC MEASUPES a WAN PERMISSION N _A G FROM THE PUBLIC E M S DEPARTMENT ENT F'IiCP TO MK,WYNC REM FLAK C rA/rTAIM' ALL ROAD DRAINAGE S7SIOAS SI17i1 Ni lER DRAINAGE S1'Sl CONNNE MEASURES AND OTHER rAcenws AS IDENTIRED 011 llf ESC PENAL a SPAR iBMr SIL TAXON OR 01090N DAISINe3 7O ADJOINING PROPERNES AND FACILITIES DRINNACE E INSPECT aIr I WI 1f AM LED ESC INSPECTION SC?EDGIE AND MAE NEEDED REARRS M IEtr. 1_ ILL ENDINITION OPERATIONS SNAIL MEET OR MEM ALL APPLICNILE SWING G LARS FOR WIENONE3 OVOI 4-FEET DEEP. ALL moor SAFETY SYSTEMS 9101U MEET M NEUEREINIERTS .2 PRIM Cali, ABER OPTS 1801.1111 LIES .NAIL E N A BEIM BM AA S II NORIVRIZIL SEPARATION RICE OTHER 41111810 TIDIES 1 AT AEL mosoman OWN SONS HID MITES BC AMC -fir CR EASEMIENTS AFTER ASIDE T PANIC w W.M. DIMENSIONS NOTES: 1. METERS TO BE SUPPLIED AND SET BY THE CITY. 2. METER BOX SUPPLIED BY PERMITEE 3. METER SETTER TO BE APPROVED BY THE CITY INSPECTOR PRIOR TO BACKFILL. 4. REFER TO CHAPTER 7 OF THE STANDARDS. "CONTACT PUBLIC WORKS OPERATIONS FOR PREFERRED SPACING. City of Tukwila p SHEET: REVISION El: APPROVAL: A D 08.03 1 -1/2" AND 2" SETTER B. SHELTON METER WS-02 NOT TO SCALE 1. ALL WORK PERFORMED SHALL BE PER APPROVED PLANS AND SPECRICATIONS ONLY. THE PERMIMTEE IS REQUIRED TO MAINTAIN A SET OF APPROVED PLANS. SPECIFICATIONS AND ASSOCIATED PERMITS UN ME .ROB 97E WORK SHALL BE PERFORMED N ACCORDANCE MATH ALL FEDERAL. STATE AND LOCAL LANS PERINTFE SHALL APPLY FOR A REVISION FOR ANY WORK NOT ACCORDING 70 THE APPROVED PLANS 2 ?EE /COIIYTRACTrR SHALL ARRAN( A PRE'CQIVSTRUCTION CONFERENCE W MH THE aTYS INSPECTOR(S) PRIOR 70 BEGANIVING ANY WORK. 3. Nt7RK IN ROADWAYS A. ALL WORK N ROADWAYS SHALL MEET TUC 11 AND THE F LLONIN& a PRIOR TO ANY ACTIWTY IN CITY RIGHT-OF-WAY, DE PERAMTTEE SHALL PROVIDE THE aTY A TRAFFIC CONTROL PLAN FOR REVIEW AND APPROVAL THE TRAFFIC CONTROL PLAN SHALL INCLUDE THE LOCATION, ADDRESS AND DESCRIP110N OF TRAFFIC now DURING THE NO RK AND SMALL MEET MIVTCD REQUIREMENTS C ALL IVOR( REQUIRING LANE CLOSURES MUST BE BY PE)4ANT ONLY. FROM THE THIRD THURSDAY IN NOVEMBER TO THE F&LOIMNG JAVIIJARY 2ND. THE DIRECTOR DOES NOT ALLOW LAME CLOSURES IN THE TUKWILA URBAN CENTER D. FMRE PEDESTRINI, AM VE VICUL4R ACCESS TO BUILDINGS SMALL E MAINTAINED AT ALL TIMES EXCEPT AMEN PERMIT-TEE HAS PERMISSION FROM THE BUILDING OWMIIER AND THE DIRECTOR TO CLOSE AN ACCESS E ALL ROADWAYS SHALL BE KEPT FREE OF DIRT AND DEBRIS USING STREET SWEEPERS USE OF WATER TRULgiCS FOR CLEANING ROADWAYS REQUIRES PIEAPPROVAL FROM THE DIRECTOR F. ANISTALL STEEL PLATES OVER ANY TRENCH, AT ANY ME (WORK IS STOPPED AND THE TRENCH IS LEFT OPEN 1. ALL METHODS AND MATERIALS 9 011 AFT CITY Cr 1L*'M [A DE GUIDELINES AND DESIGN AND CONSTRUCTION STANDARDS AND THE CURRENT KING COUNTY SURFACE WA 7ER DESIGN MANUAL, UNLESS O7lERNISE APPROVED. 2 MARK ALL STORM DRAW NETS NUN "amp NO WASTE' AND OTHER TRAINS TD S7IEAM/ '. TRANS TO WETLANDS'. OR TRANS TD GROUNDWATER'. AS APPLICABLE 3. DRIVEWAY CULVERTS SHALL BE OF SUMOENT LENGTH 7O PROVIDE A MINIMUM M .3c 1 SLOPE FROM DE EDGE OF THE DRIVEWAY 7O THE BOTTOM OF THE DITCH. CULVERTS SHALL HAVE LEVELED END SECTIONS THAT MATCH THE SIDE SLOPE 4 SAIGLE FAMILY RESIDENCES CONSTRUCTED ON LOTS CREATED BY SIJEKMWSKIN TRUST PROVIDE DOWN SPCXJT IIEL IRA TIIO7v SHOWN ON THE APPROVED PLANS ,5. COORDINATE FINAL STie -OUT LOI .A TIO S NI1H THE UTILITIES 11 PROS A ME OR OTHER Lf7ECTION DEVICE AND MARK STUB-OUT LOCATION N NDTH A 5-FOOT rx4' STAKE BURIED 4 --FEET AVID LABELED 'STORM' OR - DRAW 1. THE CONTRACTOR SHALL INRSTAN LL CORPoR4 7F STOPS;, HITTER SERVICE LPES AND METERS DE CITY OF /ZAC A NIL !INSTALL THE METERS 2 PRESSURE TEST ALL NN TER MAINS AND APPURTENANCES ,1 FLUSH ANE DISPIFECT ACE CEE'Al1Eo. OR IEPAIIBED MISTER MAAIN S. 4 INSTALL RESTRAINED .ICrII75 AT ALL BENDS TEES AND OTHER IONECT1Old CAS 5. ALL WATER MANS SMALL HAVE A BLOW-OFF *WOOL Y AT LOW POINT AND AN AR 144 UtAI RELIEF WIL lE Al HIGH PC11/T OF MARK d /INSTALL FIRE NIVRANT AS:MOLY SO R Stows RAAMIB RAE? SO MAT RE L41EST C I*ZT LS AT if mow TIE FINEWED MACE RE ASSEMBLY 914LL hAt A arAAR ENE AROUND FU)QRiwr O' AT LEAST Jr AND THE PUMPER PORT SNAIL FACE SWEET OR FIRE ACCESS RE INSTALLER OF A ME LIE RACIRIOR PREIDITION DEICE IIS'TALIED WISE POE WING AND LICERCIROURA 91IALL MAW A LEiEZ I CAP07G E OF CION E7ENCY ar A LE1E . U CCRI71dBCTaPS CEE'1WEA E O. COMPE'DICY. F RE aESTALLER 6 OFFTRENT Mai RE fAcOrLOR PREVENTION CIE' Et WE RISTAtillt MIST STAB, Mk AND D111 RIE PL NW4 N NW= 10 RE stark 9d111tsE AIIEI am a Mama INFER moss caosSNC 51111. Lan so Pour if 11700 O` RE SUER rIK IS AT LEAS/ E IIIIMES AI/01E RE >CP E RE SEMI LOCATE ALL SECTION E M IER FLUE SO Moir /1S MISPQNT AS A IME RIE SEWS FIVE AT RE MOMS TIES IR'TMAA1a *sr MIME VEii1_ SIMICIIIMIL .SST FOR RE NIP AO sown FlIE a MEMEL NM. S1AtiY L/RS AT LEAST 10 FEET MaLZO IZILLx IlEASINITER MOE TD E /RCM AMC!" Man OR ~MEI SEWER NEE As tEJAST * A ES 11401E DIE 10 E A Mgt REVIEWED FOR CODE COMPLIANCE pOoonvcO Mg , 2 2005 City Of Tukwila BUILDING DIVISION__ DESIGN FORMULA: GALLON CAPACITY INLET 1' ON. •A PLAN VIEW - 24 DNA LOCIONG FRAME 6 COVER NR 11 GAS TIGHT 3 RCS (2 PtCS ON 577 -GA) SECTION A-A SIZING CHART NOTES: I. REFER TO CHAPTER 8 OF THESE STANDARDS. 2. CONCRETE: 28 DAY COMPRESSIVE STRENGTH fc .4500 PSI 3. REBAR. ASTM A-615 GRADE 60. 4. MESH: ASTM A -185 GRADE 65. 4. DESIGN: ACI- 318-43 BUILDING CODE ASTM C-857 - MINIMUM STRUCTURAL DESIGN LOADING FOR MONOLITHIC OR SECTIONAL PRECAST CONCRETE WATER AND WASTEWATER STRUCTURES" 5. LOADS: 1:-20 TRUCK WHEEL WITH 309E IMPACT PER AASHTO. 6 FILL WTH CLEAN WATER PRIOR TO START UP OF SYSTEM. 7. CONTRACTOR TO SUPPLY & INSTALL ALL PIPING & SAMPLING TEES. 8. ONLY GRAY WATER, EXCEPT DISHWASHERS. BLACK WATER SHALL BE CARRIED BY SEPARATE SIDE SEWER. 1177111571111E=1111113=11111171•111171:11111=1111117711 2800 1E7711S=MC:::1111=117.77 C min ., . T, . C'''.TT1P"_ \ nr - Fr - 1►T:7?1 177IRT£71TIT8 1 UFF 7 1 "T!Pir . 57 zil81 11IIF Nilsf Willi a' 7Li' ,I iiiria&FidNIIF'a WWI iiilIIL61V tc7 Fri trail MINIII M7sg"> i f, �Irg�r1E - ir�'irlE'att - rara;>iF�Zlr tt12'"i31i7:'i1i2 Haar' asii - mr •'mrzmi - r'itt Earisa[zlit'Sz • wz ir<iE'ii�...A. tini[AiliCiSiilZAINII M L E M EL ii[ ,i .AI Number Of Meals x Waste Flow x Retention x Storage . Capacity Per Peak Hours Rabe Time Faztor In Gallons MATER OEPTM COI •V r-r 3*-11' 4-11 3.4o- a -I r r e 4•.7 r.10' 4 Ira 4• -7 If-4 - 4'-r s'-ir NOT TO SCALE City of Tukwila GREASE INTERCEPTOR SINGLE VAULT WITH DOUBLE BAFFLE SHEET: 3S-14 MIRROR NI: 08.03 APPROVAL: B. SHELTON 1. AT LEAST ONE NEE( BEFORE BEGIWNMIIMVG CONSTRUCTION, CONTACT PUiNJC WORKS UTTUTES INSPECTOR AND SCHEDULE A PRECOVSIRUC7IOV MEETING. 2. NOTIFY THE UTXJTES INSPECTOR AT 206 -433 -0179 AT LEAST 48 HOURS (2 WORKING DAYS) BEFORE STARTING PROJECT SITE WORK. • REQUEST A PUBLIC WORKS UTILITY INSPECTION AT LEAST 24 HOURS ( 1 WORKING DAY) 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 9IALL HAVE THE PEIIMT(S) AND CONDITIONS THE APPROVED PLANS AND A CURRENT COPY OF an OF TWIN A LEVELOPIDVT GUIDEIJNES AND DESIGN AND CONSTRUCTION STANDARDS AVAILABLE AT 111E XV SITE 6. ALL NM SHALL CONFORM TC THESE APPROVED ORANIWNIGS ANY CHANGES FROM ThE APPROVED PLANS REQUIRE PRE-APPROVAL FRO THE OIMIER. 7hE EIVNGANEER AND THE CITY OF 7UCNRA. 7. ALL METHODS AND MATERIALS SHALL HEFT CITY OF 7L1011LA DEVELOPMENT GUIDELINES AND DESIGN AND CONSTRUCTION STANDARDS UNLESS OTHEM SE APPROVED BY THE PIJEM WORKS DIRECTOR it CONTRACTOR 9IALL MAINTAIN A CURRENT SET OF RECORD LAN IINGS ON -SITE 9. CONTRACTOR SMALL PROVE RECORD DRARINGS PRIOR 7t7 PROECT FINAL APPROVAL la CONTRACTOR SMALL PROD TRAFFIC CONTROL AND STREET MAINTENANCE PLAN FOR PUBLIC NpRXS APPROVAL BEFORE IMPLDIENTATION. 11. ALL SURVEYING FOR PUEIC FACI.ITES SHALL BE DONE UNDER THE DIRECTION OF A WASHINGTON LICENSED LAND SURVEYOR. VER71CAL DATUM SHALL BE NAND 1988 RJR PRaECTS IWTH,>Ir 1 A FLOOD CONTROL ZONE THE PERMMIITEE MALL PROVIDE CONVERSION CALCL[A naNS TO NO O 692E HORIZONTAL. DARN SHALL BE STATE PLANE COORDINATES 12 THE CONTRACTOR SHALL REPLACE OR RELOCATE ALL SKINS DAMAGED CIR REMOVED DUE 70 CONSTRUC77I 1. ALL AE7HOEJS AND MATERIALS SMALL MEET ary or 1UMA DE.ELOPM NT t,YMQEZ/NE3 AND DESIGN ARID CONS7RUCTION STANDARDS LAWLESS OTHERWISE APPROVED 2 THE CONTRACTOR SHALL MARK THE END OF THE SIVE MIER, INSIDE TIE PROPERTY LA NTH A 4 FOOT PRESSURE TREATED 2 X 4, OWED N THE GROUND 4 FEET THE BURIED tic 9IALL HAVE A 2 X 4 CLEAT MAILED TO IT TV PREVENT 1/1H D RA MEAL Cr THE STAKE 1Hf E7&D 1 -RIOT SHALL 13E PANTED TRAFFIC YELLOW AND THE LEP7H 70 THE SIVE SEVER OR ME SHALL BE INE CA 7W IN BLACK PANT. 3 I NtSTAU SANITARY SEAR LEES AT LEAST 10 FEET HORIZONTALLY. AEASRr1RED EDGE TO EDt?IE: FROM ANY DOSING OR PROPOSED NN TER SUPPLY AND AT LEAST 18 INCHES EIEWW THE BOTTUI Or A RATER LINE 1. WHEN ACIIWTY IS UN A THEN OED. «STALL A SIGN N1U M INIAIUM TWO-INCH LETTERS STATING OR COMPANY IMAM, AND DA Y AND EVENING PHONE NNIMEIRS MC 11.E 14:0 2 INSTALL BARINICAOM 9GAIS WNW uGH71 AND SAFETY DEICES S1IMCENT TO NOTIFY PVIB C OF OBSTRUCTION CMR TRAFFIC HAZARD_ DEICES MUST REMAIN UNTIL THE 0115IRR/C7IOI1 1S CLEARED AND AE RIGHT R5 AESmma ANC 11_0a 170 A ~MIN ACCESS 70 FIRE STA TICK S FIE HIVRANTS AVE ESCAPES► AND FIRE FIGHTING MC ,1_oa 1 4. ~Ma/ ACCESS 70 PROPElar IAAIC/INING EIICA AIM TION LIP 97E moist PRESEME AND PROTECT ALL PRCPIXTY ADJOINING DIC A K Toll OR 91E WORK & RESTORE' E ~stir ma) PLOW PROPERTY. 1K 1! cw122 la ,7 cansraiwat CIF S> mwr INOIRAIENTS AND MOMS LED AM S I E aEC1aPS A LICENSED SURVEYOR SHALL REPLACE' AND • COMPLY MN *L S'TAE air LAAA s 04NO PROCEDIMES 10 PROTECT MAX FROst aft M HER AND NOISE FCILL11110l K E2W1 a MULL SI E)laig OR ant = F P81111111111317 b a n_cazara 1a CAW DPW EXCIIIIIRON NM 111211 SM8 FOAMS MOPED TO E EM1RCII E Cahill ke RIEMT E' Mir SWAM 110 n-,12 Pt S AL 51110 CIE MM E SPRIL E MIND M A SAFE N RJ T 1E 1B IT 11)2005 1 E auELME CaauP • SEW BLUE ..LI E3ROUFP 25 CENTRAL WAY, SUITE 400 KIRKLAND, WA 90033 P: 425.216.4051 F: 425.218.4052 WWW.THEBLUELINEGROUP.COM viz J - I-. wIml Q l1 • Et a2 N Q • Lt L Er La 1 °4' miNft 2 � Z Z HORIZ: N/A VERT: N/A SCALE TODD A. G10F34M. PE PROJECT MANAGER BEN RIv1KOWSKI DESIGNED BY FLAW) BMNNOT11 DRAWN BY 03/D4 F DATE 0 W 0 D ,4elrcv _ r• S'p' , 5 :! :5 as / a4 / as .I00 NUM OER: 04 -055 :HT 7 or* 7 z 0 z in L 0 • Pa);` TI,Tt:/5, f ♦ • �N,D,S n.rr.I�L S�Tt TO MAWI i ,______., i NOTES: .•STOR•_ UA 1C., MAIM 1 OLIN 1 YARD ORA,N A:\ s NOTES 1 - 0 ()RANTS S A. L EE EQL' PQED 'IY', TN TM' ':2 N.S ' r'OSE'CRTs ANC CNE 5' STURTZ L'LNAPER DISCHARGE PORT ANC STALL NAvE A T'ENTAC, N ortN OFT OPE'TAT N.JT HYDRANTS HA%E A E' M J BOTTOM '_'ONNE•'TION AND t!.I.!w ';E CPL=N1N:3 AN(,` ' HALL HAVE !S' ABOVE ')F E L!' ;EL 'C THE CENTER OF THE PL`EOER Dt C AROE PORT WHERE v CuPt .L'JC (-UTTER S ;NsTALLED. =IRE NvDRANT SHALL BE LOCATED CLOSE TO. THE "ROPERr; LINE ANC. 1 \SIDE. THE'7ICH F AAA DR A4Sc"NENT 3 HYDR.AIJTS :NSIALLCD RELOCATED QR •]'HERWl5E'ItiORKF=C L'P. A5 A RESUL- Of A PRcJECT SHALL BE 'RE SHLY PANTED 4 ;REEti SONNETS SNa L BE , 'ARWEST''OREST ;;;,E€ 1113513! PR.vA-F !dv'D SHA_. O£ OAIN will 'WO C..ATS H,;:;' :1,EUN181653 •E_'. J,NULOS. OR FARWES CASE ' _LOIN (81 x -34':; A HYDRANTS F. C'AL- TO M•JELLEP SA-423 OR CLOW MEDA:JL0.7N er.:S45 1.1 S •I 929 - HY WANTS SHAL_ CONFORM TO A V.'.14 .A SPECIFICATIONS C ;0_.54 SitA: -t BE COMPRESSION TYPE AND SHALL HAvE A - i - SE: I R - A u•:- ' . M. M .. TWO ,L�. 9RE.AKI`tC� • L�,NCE WITH 9REAI TIN *ABLE •i � C•RC'vvL L.vt _R ., , A S .L BONNE w .4:'t?R FILED RESERVOIR HOLDING: ArFRCXrMATE1 Y ! OUNCES OF CIL OIL RS3ERN.JOIR V+AL! BE SCE OES!GNE:: AS TC GIvE A CCSMP:ETI? LUBRICATION O+ STEMS EACH* TIME THE N"ON.AN :5 OPERATED THE UPPER STEM SHALL h4v5 A 9RA5 S SLEEVE F REFER TC 0 7 Or T4E5E STANDARDS j \\\ \<.\ ! S AACx_E RCCE' S.LALL EIt ASPHALT- 1;0A'E' 5'E = OR ;0R, - cv STEEL City of Tukwila r .S -ED GROUND LIVE zr 314' OR 1' PARTS UST: I.1((; .►tit ..Or. - -__ e ( City of Tukwila y.r. S AN.) WAY) 4•c•A R,?N Ph.F 1 _SHEE'r RE s!. AP.RC'.AL B. SHELTON - K COPPER 1 - ' COUPLINGS MUELLER X ANGLE S - OP - BALL 1 - " OR 14' CORP STOP - BALL - AIL PIECE iMTH FEMALE IRON PIPE THREAr' " 'VC METER FOXES t, S.2 ANO V'E.V.AvS Y *ERE_ - OSS :SLE 2 .'S= CLEAN 5'3' 1.1 .S CR. S'1ED c-;,.P AND SE- Y - -'ESE S 4t:.AROS WIPE IPE'.•S1% r 96.0.3 B. SPIEL TON E:TAILE 111 ARNI N'a F' - EE IVIEA SHALL OE 1'r 1 Cr1r N COMPLIANCE MILT•,, S'D spEc s-i4z • 1 � �L+A•[G STEt'L SHA:,LE ROOS iL.Ar.Ge JOIN " -J FIRE HYDRANT ASSEMBLY ANO SETTING WS -13 METER INSTA :AEC Br Ur" \ - TYPE K COPPER PPE PVC - P(;LY ETFI''LE1E METER 3K WS-01 � - Sit ; a.:. SO.+ ,JF AA. •■5.10' 1 Sr, wS.,,A Arc AS. :R •� A . RIIiAP t TO SERVICE a'TI ' I E 0 WitlINCATED OWES PEE UWE 71 OETECTAaE 111M111118 M1101111 ORAL NOTES: 1 DROP PIPING TO BE SAME SIZE AS INTERCEPTED SEWER 2 BACKFILL WITH COMPACTED MATERIAL 3 CLASS 50 DUCTILE IRON PIPE ONLY 4 CONCRETE CLASS 5 (1 -1/2) CEMENT 5 SACK MIX WITH 1.1/2" AGGREGATE 5 SEE SS -08 FOR ACCESS AND CHANNELIZATION 6 SEE SS -13 FOR STEP DETAIL EXISTWG ?AVEiEN" NOTES: ONE LENGTH TO SOLID BEARING MATERIAL WHEN SPAN IS MORE THAN 4' 6 MIN City of Tukwila J T. ?.Mx TO - .I - ,Ie, uA - � , V e- rigo• u SHEET • REVISION $1: APPROVAL 51r x 1JT ammo PATTERN (WTHOtlT FRANC) MAC IF ----- Ir ACCESS IT Typ !7 BLIND FLANGE WITH STAINLESS STEEL BOLTS TEE PIPE CHANNELIZATION 08.03 B. SHELTON r "VCR CEMENT '0OIICRE - E SCEI.ILJI • 5- TIE= ETED EDGE r111 CJis 4E`LSee9 SS -10 MANHOLE DROP CONNECTION RAMP ANC APPROACHES SHALL BE CLEAR OF OBSTACLES iNCLJD4NG - t•1YrPANTS. POLES AND INLt S 2 RAMP C_\ ER::NE SHALL 8E PERPEPO:C:._AR 70 DR RADIAL "C CJRB RETLR'l:S UNLESS Cl•- iERVNSE SPE-7'1ED BY THE E?SG1€ER MAX►U.'!J SLOPE S*-Ai.i BE 1 2 ' 3 -LL:. DE = "-- E-X JO'N S ARE RE•OL•4O O i EACH S::t D RAMC AN:, SHALL BE P.A_E� AT - SDLC;VG (h; GENERA... S'DE,KAr..K PORK t vL R.AJJ =5 S ~A.: BE a'�ACEC "WC En °A YJS AP STQ -EEF. OR CIS 3[RE:,'E: -- CURB RAMP City of Tukwila wiry ,- • 2 111101ETwc mew STEP NOT TO SCALE SEC 23 TWP 15N RGE 4E PREEIOLDEO Jl FILLER METAL FRAME £ GRATE PER V16OOT STD. PLAN B ?A 7.r INLET DETAIL A 3► A SECTION A-A 5' 1' 3- CUR. AND GUTTER - (SEE DE TAA RS OW POURED IN PLACE CEMENT CONCRETE CURS MO GUTTER PREMOLOED JOIN* FILER REBAR LAYOUT NOT TO SCALE City of Tukwila CURB AND GUTTER CATCH BASIN SURROUND MEET: RS-27 REVISio" 41: 08.03 APPROVAL B. SHELTON 1. THE EROSION PREVENTION MID SEDIMENT CONTROL (ESC) MEASURES ON THE APPROVED PLANS ARE MINIMUM REQUIREMENTS. 2. BEFORE BEGINIANG ANY CONSTRUCTION ACTIVITIES ESTABJS 1 THE CLEARING LJIMNTS� NSTALL CONSTRUCTION ENTRANCE AND INSTALL EROSION PREVENTION AND SEDIMENT CONTROL 3 BEFORE ANY GROUND DISTURBANCE OCCURS ALL DOWNSTREAM EROSION PREVENTION AND SEDIMENT CONTROr. MEASURES (ESC) MUST BE CONSTRUCTED AND AN OPERA710N. INSTALL AND MAINTAIN ALL ESC MEASURES ACCORDING TO TIE ESC PLAN 4. ESC AIEASURES INCLUDING ALL PERIME7ER CONTROLS SHALL REMAIN IN PLACE UNTIL FINAL SITE COIS1RUCTIOON IS C1OwIPLE1ED AND PERMANENT STABILIZATION IS ESTABLISHED. 5 FROM AMY 1 THROUGH SEPTDE7R 30 PROVIDE TEMPORARY AND PERMANENT COVER AEASU RES TO PROTECT DISTURBED AREAS THAT NKL REMAIN LANIVORKED FOR SEVEN DAYS OR MORE 6. FROM OCTOBER 1 THAROUGHI APRIL ,3 0 PROVIDE TEMPORARY AND PERMANENT COVER MEASURES TO PROTECT DISTURBED AREAS THAT NIL REMAIN UNIAC RKED FOR TWO DAYS dR MORE N A1X 71 N 70 COVER MEASURES TIE CONTRACTOR SHALL: A. PROTECT STOCKPILES AND STEEP CUT AND FXL SLOPES F LNNNOOfED FOR MORE THAN 12 moms a STOCKPILE; ON SITE ENOUGH COVER MATERIALS 70 COVER ALL DISTURBED AREAS C BY OCTOBER LC SAD ALL AREAS THAT NEL REMA UNWOR ED DURING THE NET SEASaV (OCTOBER 1 THROUGH ARIL 30). MULCH ALL SEEDED AREAS 7. FAILURE 7O MAINTAIN ESC MISS N ACCORDANCE N THE APPROVED MAINTENANCE SCHEDULE MAY RESULT IN THE NBC SING PERFORMED AT THE DIRECTION OF THE DIRECTOR AND ASSESSED AS A LAN AGAINST THE PROPERTY WERE SUCH FAWTES ARE LOCATED. 8: DURING THE LEE OF TILE PROECT. THE PERMITTEE SHALL MAINTAIN IN GOOD CONDITION AND PROMPTLY REPAR, RESTORE OR REPLACE ALL GRADE SURFACE WALLS DRAMS DAMS STRUC7 fiats, VELETA 7ICMNI: EROSION AND SEAMENT CONTROL TROL AND OTHER PROTECTIVE DEVICES ES IAN ACCORDANCE DANCE MATH APPROVED PLANS. 9. 7hE PEiMIT7EE SMALL MOUNTER THE MAINSTREAM MANAGE FEATURES AND SHALL, NTH THE DIRECTOR'S APPROVAL, REMOVE ALL SEDIMENT LIYI0.SITION RESULTING FROM PRIO.ECT -RELATED WORK. to ALL 110RK PERFORMED SHALL, BE PER APPROVED PLANS AND grancAnals ONLY. 7HE PEIRNIT7& IS REWIRED TO swami A SET OF APPROVED PLANS AND SPECIRC A T1ONS NV ASSOCIATED PERMITS OWN THE .O 97E VICAR SMALL BE IPERFORMED N A NTH ALL FED, STATE AND LOCAL LAMS 11. AS 1HE FIRST ORDER OF BUSINESS TIE PERMITIEE SHALL INSTALL ORIOSKIN PIEVOITIONI AND SST CONTRa WARMS PER THE ESC AND SHALL th5TALL THE DORNS7REAM TEIVORARY ESC BEASTS ERFO E ANY SAE DISTURBANCE ' SL BEFORE THE TEmPoRART MEASINES ARE RaIOVED. M1f.STALL AND ESTABLISH 71E UPSTREAM PERMANENT ESC 12 THE PERWITTEE SHALL AT ALL TIES PROTECT SE1N9nrf AREAS REP BUFFERS AND AST PRIVATE PROPERTIES AMID PLA9UC (RIGHTS -OF-RI Y OR EASEMENTS FROM DAMAGE DURING GRADING OPERA TOWNS THE PERMITTE SHALL RES7LR& 70 THE STANDARDS IN EFFECT AT 111E THEE O. 11E ISSUAAE'E CIF' DE PERMIT, S IISTIVf AREAS 11E7R BUFFERS, ND PLg. C AND PR. 1E PROPER7ES NO agoAOrOE>+l7$ ONWAI.ED BY DE PEAMITJEE~S OPERATIONS 1.T PERMITTEE SHALL ARRANGE FOR RIND COMPLY NTH TIE FOLOWNKa` A NOTIFY 7W PUBLIC LAOS LEPARTIENT WHIM 48 HOURS FOLLOWING INSTALLATION OF ESC MEASUPES a WAN PERMISSION N _A G FROM THE PUBLIC E M S DEPARTMENT ENT F'IiCP TO MK,WYNC REM FLAK C rA/rTAIM' ALL ROAD DRAINAGE S7SIOAS SI17i1 Ni lER DRAINAGE S1'Sl CONNNE MEASURES AND OTHER rAcenws AS IDENTIRED 011 llf ESC PENAL a SPAR iBMr SIL TAXON OR 01090N DAISINe3 7O ADJOINING PROPERNES AND FACILITIES DRINNACE E INSPECT aIr I WI 1f AM LED ESC INSPECTION SC?EDGIE AND MAE NEEDED REARRS M IEtr. 1_ ILL ENDINITION OPERATIONS SNAIL MEET OR MEM ALL APPLICNILE SWING G LARS FOR WIENONE3 OVOI 4-FEET DEEP. ALL moor SAFETY SYSTEMS 9101U MEET M NEUEREINIERTS .2 PRIM Cali, ABER OPTS 1801.1111 LIES .NAIL E N A BEIM BM AA S II NORIVRIZIL SEPARATION RICE OTHER 41111810 TIDIES 1 AT AEL mosoman OWN SONS HID MITES BC AMC -fir CR EASEMIENTS AFTER ASIDE T PANIC w W.M. DIMENSIONS NOTES: 1. METERS TO BE SUPPLIED AND SET BY THE CITY. 2. METER BOX SUPPLIED BY PERMITEE 3. METER SETTER TO BE APPROVED BY THE CITY INSPECTOR PRIOR TO BACKFILL. 4. REFER TO CHAPTER 7 OF THE STANDARDS. "CONTACT PUBLIC WORKS OPERATIONS FOR PREFERRED SPACING. City of Tukwila p SHEET: REVISION El: APPROVAL: A D 08.03 1 -1/2" AND 2" SETTER B. SHELTON METER WS-02 NOT TO SCALE 1. ALL WORK PERFORMED SHALL BE PER APPROVED PLANS AND SPECRICATIONS ONLY. THE PERMIMTEE IS REQUIRED TO MAINTAIN A SET OF APPROVED PLANS. SPECIFICATIONS AND ASSOCIATED PERMITS UN ME .ROB 97E WORK SHALL BE PERFORMED N ACCORDANCE MATH ALL FEDERAL. STATE AND LOCAL LANS PERINTFE SHALL APPLY FOR A REVISION FOR ANY WORK NOT ACCORDING 70 THE APPROVED PLANS 2 ?EE /COIIYTRACTrR SHALL ARRAN( A PRE'CQIVSTRUCTION CONFERENCE W MH THE aTYS INSPECTOR(S) PRIOR 70 BEGANIVING ANY WORK. 3. Nt7RK IN ROADWAYS A. ALL WORK N ROADWAYS SHALL MEET TUC 11 AND THE F LLONIN& a PRIOR TO ANY ACTIWTY IN CITY RIGHT-OF-WAY, DE PERAMTTEE SHALL PROVIDE THE aTY A TRAFFIC CONTROL PLAN FOR REVIEW AND APPROVAL THE TRAFFIC CONTROL PLAN SHALL INCLUDE THE LOCATION, ADDRESS AND DESCRIP110N OF TRAFFIC now DURING THE NO RK AND SMALL MEET MIVTCD REQUIREMENTS C ALL IVOR( REQUIRING LANE CLOSURES MUST BE BY PE)4ANT ONLY. FROM THE THIRD THURSDAY IN NOVEMBER TO THE F&LOIMNG JAVIIJARY 2ND. THE DIRECTOR DOES NOT ALLOW LAME CLOSURES IN THE TUKWILA URBAN CENTER D. FMRE PEDESTRINI, AM VE VICUL4R ACCESS TO BUILDINGS SMALL E MAINTAINED AT ALL TIMES EXCEPT AMEN PERMIT-TEE HAS PERMISSION FROM THE BUILDING OWMIIER AND THE DIRECTOR TO CLOSE AN ACCESS E ALL ROADWAYS SHALL BE KEPT FREE OF DIRT AND DEBRIS USING STREET SWEEPERS USE OF WATER TRULgiCS FOR CLEANING ROADWAYS REQUIRES PIEAPPROVAL FROM THE DIRECTOR F. ANISTALL STEEL PLATES OVER ANY TRENCH, AT ANY ME (WORK IS STOPPED AND THE TRENCH IS LEFT OPEN 1. ALL METHODS AND MATERIALS 9 011 AFT CITY Cr 1L*'M [A DE GUIDELINES AND DESIGN AND CONSTRUCTION STANDARDS AND THE CURRENT KING COUNTY SURFACE WA 7ER DESIGN MANUAL, UNLESS O7lERNISE APPROVED. 2 MARK ALL STORM DRAW NETS NUN "amp NO WASTE' AND OTHER TRAINS TD S7IEAM/ '. TRANS TO WETLANDS'. OR TRANS TD GROUNDWATER'. AS APPLICABLE 3. DRIVEWAY CULVERTS SHALL BE OF SUMOENT LENGTH 7O PROVIDE A MINIMUM M .3c 1 SLOPE FROM DE EDGE OF THE DRIVEWAY 7O THE BOTTOM OF THE DITCH. CULVERTS SHALL HAVE LEVELED END SECTIONS THAT MATCH THE SIDE SLOPE 4 SAIGLE FAMILY RESIDENCES CONSTRUCTED ON LOTS CREATED BY SIJEKMWSKIN TRUST PROVIDE DOWN SPCXJT IIEL IRA TIIO7v SHOWN ON THE APPROVED PLANS ,5. COORDINATE FINAL STie -OUT LOI .A TIO S NI1H THE UTILITIES 11 PROS A ME OR OTHER Lf7ECTION DEVICE AND MARK STUB-OUT LOCATION N NDTH A 5-FOOT rx4' STAKE BURIED 4 --FEET AVID LABELED 'STORM' OR - DRAW 1. THE CONTRACTOR SHALL INRSTAN LL CORPoR4 7F STOPS;, HITTER SERVICE LPES AND METERS DE CITY OF /ZAC A NIL !INSTALL THE METERS 2 PRESSURE TEST ALL NN TER MAINS AND APPURTENANCES ,1 FLUSH ANE DISPIFECT ACE CEE'Al1Eo. OR IEPAIIBED MISTER MAAIN S. 4 INSTALL RESTRAINED .ICrII75 AT ALL BENDS TEES AND OTHER IONECT1Old CAS 5. ALL WATER MANS SMALL HAVE A BLOW-OFF *WOOL Y AT LOW POINT AND AN AR 144 UtAI RELIEF WIL lE Al HIGH PC11/T OF MARK d /INSTALL FIRE NIVRANT AS:MOLY SO R Stows RAAMIB RAE? SO MAT RE L41EST C I*ZT LS AT if mow TIE FINEWED MACE RE ASSEMBLY 914LL hAt A arAAR ENE AROUND FU)QRiwr O' AT LEAST Jr AND THE PUMPER PORT SNAIL FACE SWEET OR FIRE ACCESS RE INSTALLER OF A ME LIE RACIRIOR PREIDITION DEICE IIS'TALIED WISE POE WING AND LICERCIROURA 91IALL MAW A LEiEZ I CAP07G E OF CION E7ENCY ar A LE1E . U CCRI71dBCTaPS CEE'1WEA E O. COMPE'DICY. F RE aESTALLER 6 OFFTRENT Mai RE fAcOrLOR PREVENTION CIE' Et WE RISTAtillt MIST STAB, Mk AND D111 RIE PL NW4 N NW= 10 RE stark 9d111tsE AIIEI am a Mama INFER moss caosSNC 51111. Lan so Pour if 11700 O` RE SUER rIK IS AT LEAS/ E IIIIMES AI/01E RE >CP E RE SEMI LOCATE ALL SECTION E M IER FLUE SO Moir /1S MISPQNT AS A IME RIE SEWS FIVE AT RE MOMS TIES IR'TMAA1a *sr MIME VEii1_ SIMICIIIMIL .SST FOR RE NIP AO sown FlIE a MEMEL NM. S1AtiY L/RS AT LEAST 10 FEET MaLZO IZILLx IlEASINITER MOE TD E /RCM AMC!" Man OR ~MEI SEWER NEE As tEJAST * A ES 11401E DIE 10 E A Mgt REVIEWED FOR CODE COMPLIANCE pOoonvcO Mg , 2 2005 City Of Tukwila BUILDING DIVISION__ DESIGN FORMULA: GALLON CAPACITY INLET 1' ON. •A PLAN VIEW - 24 DNA LOCIONG FRAME 6 COVER NR 11 GAS TIGHT 3 RCS (2 PtCS ON 577 -GA) SECTION A-A SIZING CHART NOTES: I. REFER TO CHAPTER 8 OF THESE STANDARDS. 2. CONCRETE: 28 DAY COMPRESSIVE STRENGTH fc .4500 PSI 3. REBAR. ASTM A-615 GRADE 60. 4. MESH: ASTM A -185 GRADE 65. 4. DESIGN: ACI- 318-43 BUILDING CODE ASTM C-857 - MINIMUM STRUCTURAL DESIGN LOADING FOR MONOLITHIC OR SECTIONAL PRECAST CONCRETE WATER AND WASTEWATER STRUCTURES" 5. LOADS: 1:-20 TRUCK WHEEL WITH 309E IMPACT PER AASHTO. 6 FILL WTH CLEAN WATER PRIOR TO START UP OF SYSTEM. 7. CONTRACTOR TO SUPPLY & INSTALL ALL PIPING & SAMPLING TEES. 8. ONLY GRAY WATER, EXCEPT DISHWASHERS. BLACK WATER SHALL BE CARRIED BY SEPARATE SIDE SEWER. 1177111571111E=1111113=11111171•111171:11111=1111117711 2800 1E7711S=MC:::1111=117.77 C min ., . T, . C'''.TT1P"_ \ nr - Fr - 1►T:7?1 177IRT£71TIT8 1 UFF 7 1 "T!Pir . 57 zil81 11IIF Nilsf Willi a' 7Li' ,I iiiria&FidNIIF'a WWI iiilIIL61V tc7 Fri trail MINIII M7sg"> i f, �Irg�r1E - ir�'irlE'att - rara;>iF�Zlr tt12'"i31i7:'i1i2 Haar' asii - mr •'mrzmi - r'itt Earisa[zlit'Sz • wz ir<iE'ii�...A. tini[AiliCiSiilZAINII M L E M EL ii[ ,i .AI Number Of Meals x Waste Flow x Retention x Storage . Capacity Per Peak Hours Rabe Time Faztor In Gallons MATER OEPTM COI •V r-r 3*-11' 4-11 3.4o- a -I r r e 4•.7 r.10' 4 Ira 4• -7 If-4 - 4'-r s'-ir NOT TO SCALE City of Tukwila GREASE INTERCEPTOR SINGLE VAULT WITH DOUBLE BAFFLE SHEET: 3S-14 MIRROR NI: 08.03 APPROVAL: B. SHELTON 1. AT LEAST ONE NEE( BEFORE BEGIWNMIIMVG CONSTRUCTION, CONTACT PUiNJC WORKS UTTUTES INSPECTOR AND SCHEDULE A PRECOVSIRUC7IOV MEETING. 2. NOTIFY THE UTXJTES INSPECTOR AT 206 -433 -0179 AT LEAST 48 HOURS (2 WORKING DAYS) BEFORE STARTING PROJECT SITE WORK. • REQUEST A PUBLIC WORKS UTILITY INSPECTION AT LEAST 24 HOURS ( 1 WORKING DAY) 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 9IALL HAVE THE PEIIMT(S) AND CONDITIONS THE APPROVED PLANS AND A CURRENT COPY OF an OF TWIN A LEVELOPIDVT GUIDEIJNES AND DESIGN AND CONSTRUCTION STANDARDS AVAILABLE AT 111E XV SITE 6. ALL NM SHALL CONFORM TC THESE APPROVED ORANIWNIGS ANY CHANGES FROM ThE APPROVED PLANS REQUIRE PRE-APPROVAL FRO THE OIMIER. 7hE EIVNGANEER AND THE CITY OF 7UCNRA. 7. ALL METHODS AND MATERIALS SHALL HEFT CITY OF 7L1011LA DEVELOPMENT GUIDELINES AND DESIGN AND CONSTRUCTION STANDARDS UNLESS OTHEM SE APPROVED BY THE PIJEM WORKS DIRECTOR it CONTRACTOR 9IALL MAINTAIN A CURRENT SET OF RECORD LAN IINGS ON -SITE 9. CONTRACTOR SMALL PROVE RECORD DRARINGS PRIOR 7t7 PROECT FINAL APPROVAL la CONTRACTOR SMALL PROD TRAFFIC CONTROL AND STREET MAINTENANCE PLAN FOR PUBLIC NpRXS APPROVAL BEFORE IMPLDIENTATION. 11. ALL SURVEYING FOR PUEIC FACI.ITES SHALL BE DONE UNDER THE DIRECTION OF A WASHINGTON LICENSED LAND SURVEYOR. VER71CAL DATUM SHALL BE NAND 1988 RJR PRaECTS IWTH,>Ir 1 A FLOOD CONTROL ZONE THE PERMMIITEE MALL PROVIDE CONVERSION CALCL[A naNS TO NO O 692E HORIZONTAL. DARN SHALL BE STATE PLANE COORDINATES 12 THE CONTRACTOR SHALL REPLACE OR RELOCATE ALL SKINS DAMAGED CIR REMOVED DUE 70 CONSTRUC77I 1. ALL AE7HOEJS AND MATERIALS SMALL MEET ary or 1UMA DE.ELOPM NT t,YMQEZ/NE3 AND DESIGN ARID CONS7RUCTION STANDARDS LAWLESS OTHERWISE APPROVED 2 THE CONTRACTOR SHALL MARK THE END OF THE SIVE MIER, INSIDE TIE PROPERTY LA NTH A 4 FOOT PRESSURE TREATED 2 X 4, OWED N THE GROUND 4 FEET THE BURIED tic 9IALL HAVE A 2 X 4 CLEAT MAILED TO IT TV PREVENT 1/1H D RA MEAL Cr THE STAKE 1Hf E7&D 1 -RIOT SHALL 13E PANTED TRAFFIC YELLOW AND THE LEP7H 70 THE SIVE SEVER OR ME SHALL BE INE CA 7W IN BLACK PANT. 3 I NtSTAU SANITARY SEAR LEES AT LEAST 10 FEET HORIZONTALLY. AEASRr1RED EDGE TO EDt?IE: FROM ANY DOSING OR PROPOSED NN TER SUPPLY AND AT LEAST 18 INCHES EIEWW THE BOTTUI Or A RATER LINE 1. WHEN ACIIWTY IS UN A THEN OED. «STALL A SIGN N1U M INIAIUM TWO-INCH LETTERS STATING OR COMPANY IMAM, AND DA Y AND EVENING PHONE NNIMEIRS MC 11.E 14:0 2 INSTALL BARINICAOM 9GAIS WNW uGH71 AND SAFETY DEICES S1IMCENT TO NOTIFY PVIB C OF OBSTRUCTION CMR TRAFFIC HAZARD_ DEICES MUST REMAIN UNTIL THE 0115IRR/C7IOI1 1S CLEARED AND AE RIGHT R5 AESmma ANC 11_0a 170 A ~MIN ACCESS 70 FIRE STA TICK S FIE HIVRANTS AVE ESCAPES► AND FIRE FIGHTING MC ,1_oa 1 4. ~Ma/ ACCESS 70 PROPElar IAAIC/INING EIICA AIM TION LIP 97E moist PRESEME AND PROTECT ALL PRCPIXTY ADJOINING DIC A K Toll OR 91E WORK & RESTORE' E ~stir ma) PLOW PROPERTY. 1K 1! cw122 la ,7 cansraiwat CIF S> mwr INOIRAIENTS AND MOMS LED AM S I E aEC1aPS A LICENSED SURVEYOR SHALL REPLACE' AND • COMPLY MN *L S'TAE air LAAA s 04NO PROCEDIMES 10 PROTECT MAX FROst aft M HER AND NOISE FCILL11110l K E2W1 a MULL SI E)laig OR ant = F P81111111111317 b a n_cazara 1a CAW DPW EXCIIIIIRON NM 111211 SM8 FOAMS MOPED TO E EM1RCII E Cahill ke RIEMT E' Mir SWAM 110 n-,12 Pt S AL 51110 CIE MM E SPRIL E MIND M A SAFE N RJ T 1E 1B IT 11)2005 1 E auELME CaauP • SEW BLUE ..LI E3ROUFP 25 CENTRAL WAY, SUITE 400 KIRKLAND, WA 90033 P: 425.216.4051 F: 425.218.4052 WWW.THEBLUELINEGROUP.COM viz J - I-. wIml Q l1 • Et a2 N Q • Lt L Er La 1 °4' miNft 2 � Z Z HORIZ: N/A VERT: N/A SCALE TODD A. G10F34M. PE PROJECT MANAGER BEN RIv1KOWSKI DESIGNED BY FLAW) BMNNOT11 DRAWN BY 03/D4 F DATE 0 W 0 D ,4elrcv _ r• S'p' , 5 :! :5 as / a4 / as .I00 NUM OER: 04 -055 :HT 7 or* 7 z 0 z in L 0 • LUMINAIRE SCHEDULE- SEATAC LIGHTING QUOTE NUMBER # 035031- 04- A605 -QTE- PH. 206- 575 -6865 Ext. 14 a WWI Mg Catalog hubs' OwrrptIce Imp No imam LL? MIAs @,€) A4Rll 2 ANT» MET LAWS TA PM * LN T , r 4004 IILAl1OD' • &W. OCT NM A1015 FLAT ELMS LENS N 4 MINT UDR L MlrK MALE N 14061?ONfAL POSITION L1LI0 52000 0.12 @,,4 M ANTIO2 s1RIer LAMS TYPE 460 M. 4024 5PtGILAR Itl'L Rear, 6aS 46C NM FLAT 64AN Lae N 400 MATT CAEAR IV MlrK 14ALI7E M 110RIXa(TAI. PO61TICOI LILIO2I4. N 92000 0.12 4462 e MA ME 01511 h1I T'1*E 14.302)4. RN CPR OL�1RaJf ION MI/011tl•CO N 70 MIA►1T MAL HAL= I+antaf MAL POSITION !app OM SI .=( G 5 LIrnr�16A L16MW MN � 1W 10M ID LPI P. POLYGM/0014A1E REFRACTOR 14M1110E NORIZarrAL POSITION 410210125 V200 0.12 44 • L `] :4? SCALE: I-1/2 "* I SCALE: 3/8 "= I'-O" l SCALE '*1 F 0 STATE DISABLED PARKIN_ PERMIT. REQUIRED J P H.C. PARKING SIGN SLOPE LIGHT BASE DETAIL BLUE FIELD MI TE BACK6RCVND I SYMBOL _ --___ 6,REEN BORDER I I "L.t rtrc5 — -- BOLT SIGN TO TUBE (2 PLACES) "VAN ACCESS 5I&N WHERE APPLICABLE" ----- 2" DI A. STEEL PIPE POST- PAINT - L/C2HT POLE STANDARD M11TH AGGE56 H NDHOLE, GOMPl.F'1E 14/ AINCA R BOLTS NV BASE COVER BY ELECT. CONTRACTOR SECURE IMRE ASEEMLY FOR 100 MPH GUSTS. MAKE STANDARD PL1RMB ry LEVEIN5 NOS. --CHAMFER TOP EDGE ANCHOR BOLT'S 314'■ X 20141. VERIFY MV MANUFACTURER PVC RACB9tY BY ELECT. CONTR. IN 4 CUT • 30' BE.OPI 6RADE. PROTECT WOO G0I6TR. 24' DIAL 3000 PSJ. CONG. BASE BY 641ff2AL COKTRAGTOR (4) B4 VERT. REI311R MV s4 TES • 17 OL. TRASH ENCLOSURE PLAN • Y FINISHED GRADE 8 " DI A. CONCRETE FOUNDATION b' DIA TYP BOLLARD V OM T11P _____ MIMS 6G1/1052 NOTES. FIXTURE GAM MIILL. BE TOW COMM' RAMP TEXTURE: TfX1URIN # F b TO ee j` raw I' EXPAI67E0 METAL 6RA1E TIE LC 45 AXIS OF TIE DIAMOND TO EE PePEvIGL.AR TO CUM TIE 6R017VE5 ARE TO BE Vb' DES MCI V4' y'1DE. GONG. CURB i GUTTER SLOPE cue co* TYP. EA. S1pE ASPHALT PA4 --+. s iH ' i SCALE: 3/16'= I -0 " D TR1 VED GONG. CURB 6RADE I PLANTER SCALE :I /2'= I '-O• I L. , te 3'-O' MMN 6RAVQ. BASE BUILDING TYP. HANDICAP RAMP ` t 1M- I'II!f� ITN '��' i � I ti�I1 =I�tI o lllllil o I, oimiillllililllll�Ii nu Iffillipic—i C Oo0 0°0 CONC. CURB DETAIL ,ild•••• 12.—• SOLID OWED COME56 AT bAlE .11115E LOC-ADM 111 U SPLIT FACE GM 'sow SEW cam MAINS in 4 GONG. SIPS' ILK ELOPE a ' :10Mb1 PAVING 31016"/FT. saw 4-- SECTION TRASH ENLOSURE SECTION E03-- 18 SITE PLAN SCALE: r = 2O'•O' TO. A6'PHIALT • TRASH FELD VW( D1ClTtNb G0/011I00 • PISIBIRIM WM _`i 9% s 1115p TO LOT IMMO' I . - . MAIM 5' GONG. =MX, FIDISTRION CCUI ION 10 AD. FROM M 'TRW 1 IIeGYG.I: DOOM CURB 0 io • PUI 1 •. \ J 14BII, SPEARS. GAMMA, i ME et' 11910Nr 9 24 44211D MID mow it S16i W IN Mee 019PAPIAlE MOU41 FROM 1 .t BOX Men 1O ME Y CONT. 2" x b' x V4' ST. AWE EPDXY 8' GMU P4 ii L W PREU6T WHORED TO SOLD 6RAII 011 cm. GAP f IfAVY DUTY SSTL I4146ES ( 3 PER MTE ) PELDED TO COW CO R 3Z AISLE / T.S. OSURE ELEVA 544 24' 00" — 112.00' MU& atilt 4'--t • 2" X3'X Rvoe wvirxr PETAL SUMS ST. • Ti 8 GMt tan My LINE Of FORDATO1 3'4' INTERURBAN AVENUE Std • r L TRASH ENCLOSURE WALL SECTION M*OM . — 9' WC. WIDOW fRwl GONIECTION 10 NM PROPERTY I 'ti7RIv!- 1W 0 SIN Iii MYST MACK TRAFFIC' TENANT Y Gt2Al ANN ewe RAY 1tliAlfr norm PAwlseIT IV OWN ! air GONG. PRECAST CONC. CAP E01�0 SAM • +4 AND • MCP w(2)s4o CM. MALL SPLIT FAKE'- • DOE. G.FJIR SEfr4. I Fit *4 BAIRN • 48' OTC.. VERT. ANE7 b• FROM COMERS 4' TM. GOING. SLAB Y'V bX6 V11.4XPIA rAK IS 1 4 BOAS CONT. se BAPS • 4a' o N.T. WV 22000 - 64th Avenue W. , Suite 2F Mountlake Terrace, WA 98043 T: 425 -670 -6706 F: 425 -774 -8219 REGISTRATION 5014 CO KNELL pie seine interiorS\ , architecture D ESI �,,J Gf PROJECT NAME GRAMOR DEVELOPMENT TUKWILA RETAIL CENTER RETAIL CENTER 13038 INTERURBAN SOUTH TUKWILA, WA. DESIGN TEAM PROJECT NO.: Q4.006 PRINCIPAL: MIA DRAWN BY: GH CHECKED BY: MM MT WU SITE PILAN COMMITS ISSUED/PEASIDI S 11.01.04 DCSIGN REVIEW 11.12,04 ISSUED FOR PERMIT 1221.04 REVISION PER ELECT. UTIUTY 03.04.05 BID SET %.4 ly 0F ruicwiLA NAP NAP 0 ,;_« CENTEFt AlSO APPENDIX- CHAPTER 29- PLUMBING FIXTURES REQ SECTION: TN3 E A -71 -A CXCUP ANT 6ROJP: AREA (S.Fi FACTO LOAD CLOSET /U LAYS UNISEX DRINMCINI6 FOUNTAIN 6ROUP M (RETAIL,) 5,I41 5F 50 SF 113 06G. M F I I M F 1 I 0 0 TOTAL 1 JIfRED: 2 2 0 - 0 TOTAL PROVIDED: 4 4 0 i 0 NSLE ROOF OVER Rlfrs .. PARTITION NOTES CONTRACTOR TO VERIFY ALL DIME3e10445. ALL DISCREPANCIES MET BE EROU6HT TO THE IMMEDIATE ATTENTION OF TM ARCHITECT FOR DIRECTION. ALL PARTm0H15, UNLESS 01 5E NOTED, SRALL EE CC/STRUM) 11ITH METAL 511175 AT 24' 0.c. ISM 5/b' TYPE 'X' 6YPSUM WALLBOARD EACH SIDE. THERE SHALL EE NO EX POSW PIPE, CONDUIT, DUCTS, VENTS, ETC. ALL 511CH LINES %AU,. BE CCNCEALED OR FURRED AND FNS. O, UNLESS OTIMI E NOTED AS EXPOSED COH611RIk TION ON DRAMMNiS& OFI'SET STUDS, INURE REWIRED, SO 'TAT FINISHED PARTITION SURFACE tIIL L. EE FLUSH, UNLESS OTHERNMSE NIO?T D. PROVIDE FUR!** AT EXISTTN6 PARTITIONS AS REWIRED TO INSTALL ELECTRICAL ITEMS AS INDICATED ON 11C DRAMA SS. DOOR AND GAS OPE114$5 11H= LOC.ATIOI4 DIMENSIONS ARE TO BE SIX INCHES FROM FACE AT H INIEE SIDE OF DOOR TO ADJACENT PARTTT10H45. GOH[TRAGTOR TO VERIFY DIME3610N15 FOR ALL PUMP PARTIT10H45. PARTITION LEGEND MALL TYPE- 5E WALL LE6,34D 9CET A8J rags DEMIS146 PARTITION - 6' METAL STUDS WITH 5 /b' TYPE X 6M8 ON OW SIDE OF PARTITION FROM FLOOR TO STRUCTURE fr 0vE i FROM FLOOR TO 6' A80VE OPPOSITE SLOE OF WALL.. PROVIDE SOIND INSULATION M PARTITION. VFY. PER FUTURE TENANT P8 0417S, OCCU'ANCES OTHER THAN MERCANTILE MAY RE Q. RATED OCCUPANCY SEPARATION WALL.. -■- PUMP* PARTITION - 6' METAL STUDS • 24' OL. MMTHI ONE LAYER OF WATER RESISTANT ISM AND NV WALL REINFORGIN6/ Swale, FOR FIXTURE t421141145, FROM FLOOR TO UNDERSIDE OF CEIUN6 MI/ SOND INSULATIONL O SEE M NDOVI 5U�ILE 94M A2.1 KEY NOTES I AU6N Ft/49W SWAGES. 2. ALI6N AT GORIER 3. SAW SE ER VERIFY PER PU It p 4. BUILD** PHONE/ CABLE SERVICE : PROVIDE SURFACE MID. NEMA YEATHERPROOF CABINET. 5. TENANT EL£CTRIC.IAL. PANG : 3 PHASE 120/208 I25 AMP. SERVICE. 6. PROVIDE (WALL MOWED FIRE EXT=NNU1SfE'R '1. FLAT GONG. SL.AB READY TO RECEIVE MAW P'RO'VIDED FLOOR GO11 16 b. 600- AMP LPI 513MCE PANG. NC METERS 14 SURFACE MID. Ne . VEATHYPROCf C40431NET PAINT EN1A44EL TO MATCH EULD149 COLOR q. 6A6 MEM (4) OR I PER TENANT. 10. TENANT ELECTRICAL PANEL: 3 PHASE 120/208 - 200 AMP SERVICE II. YIALI M CW EO PRE- FABR1CA1B ALUM1 (OR STEED LADDER PROVVE LOCK/45 SECURITY PANG • BOTTOM OF LADDER AND PROVIDE N6H PARAPET RAL EXTENSIONS "O'KEEFf' INC.' MODa NO. 503 OR APPROVED EGUAI_ �. BLEc1wicAL OUTLETS BY OTHERS (TE 40441) PRO4/g7E (6) EQ. SPACED ELECTRICAL antra 14. HOSE BIB GENERAL NOTES WATER soma NOTE: PROVIDE I' RAM 93MM FOR EA. TENANT. VERIFY REGUIRED MATER fRE5SRE PER CITY / CODE RE>',1ARE/4E14M +4VAC, LNHT PITH FACTORY SELF CURS (rte MECH. evcLO) T.01- PIOOD 1ROOF DECK \ \-saio et.ocKso STRUCTURAL �.1 TYP. MECH. CURB 5GALE_ TREATED 4 X 6 CUM ("TAPERED FOR LEVEL TOP) LAS BOLTED TO DECK/ t .. 44- t ' D5, ROOF -TOP MI AC INpER 5EPARATE SIZED t INSTALLED OM MAW IMFRON9434ir GOORD. SIZE AND 1"EI6111 W S1101GT1/tN. FOR RtMMIN6 -- - 05 5AT15PYII6THE SYSTEM OF MlSEL. 56GTbN 14154 PILL EC REWIRED FOR n CERTIFICATE OF OGLIPNiGY D TAD. PLYWOOD 15'4' AFF. u411EL SLOPE I/4'I ROOF PLAN SCALE: I /W =1' -0' xliALfvar.r -Q. 14' -' A.P. )c OS- ► FLOOR PLAN TD. PLY14000 (6) -4 Tom' CRICKET AS REWIRED HVAG ROOF ZONE CENTERED OVEL STRUCTURAL MEMBER T.O. PLY* OP 15'"1' A DS. _ S1N6LE FLY ROOF N013RA E, ON PROTECTION HOARD F QV) OVER R - 21 R1610 INBILATTON 3 K. X CONT. VIA4.K 9.11RFACIN6 642717104A1. LAYER Of R CF heatrAW • 0111 Et) PO441 SLOPE • J • CO 4NELL planning interiors `. artbiterture D ESIG1 22000 - 64th Avenue W., Suite 2F Mountlake Terrace, WA 98043 T: 425- 670 -6706 F: 425- 774 -8219 REGISTRATION PROJECT NAME GRAMOR DEVELOPMENT TUKWILA RETAIL CENTER RETAIL CENTER 13038 INTERURBAN SOUTH TUKWILA, WA. DESIGN TEA!! PROJECT NO.: 04.006 PRINCIPAL: DRAWN BY: GH CHECKED BY: 1MM ISSIIED/RENSIONS 11.01.04 DESIGN REVIEW f 11.12.04 ISSUED FOR PERMIT L' 1 03.04.05 CITY COMMENTS , BID SET COMMITS crryb HAP C PERMIT T CE SMUT TRUE FLOOR 11 ROOF PLANS NET MIL *42.0 b I 17 ......7 fi ) ' ' k J r L NSLE ROOF OVER Rlfrs .. PARTITION NOTES CONTRACTOR TO VERIFY ALL DIME3e10445. ALL DISCREPANCIES MET BE EROU6HT TO THE IMMEDIATE ATTENTION OF TM ARCHITECT FOR DIRECTION. ALL PARTm0H15, UNLESS 01 5E NOTED, SRALL EE CC/STRUM) 11ITH METAL 511175 AT 24' 0.c. ISM 5/b' TYPE 'X' 6YPSUM WALLBOARD EACH SIDE. THERE SHALL EE NO EX POSW PIPE, CONDUIT, DUCTS, VENTS, ETC. ALL 511CH LINES %AU,. BE CCNCEALED OR FURRED AND FNS. O, UNLESS OTIMI E NOTED AS EXPOSED COH611RIk TION ON DRAMMNiS& OFI'SET STUDS, INURE REWIRED, SO 'TAT FINISHED PARTITION SURFACE tIIL L. EE FLUSH, UNLESS OTHERNMSE NIO?T D. PROVIDE FUR!** AT EXISTTN6 PARTITIONS AS REWIRED TO INSTALL ELECTRICAL ITEMS AS INDICATED ON 11C DRAMA SS. DOOR AND GAS OPE114$5 11H= LOC.ATIOI4 DIMENSIONS ARE TO BE SIX INCHES FROM FACE AT H INIEE SIDE OF DOOR TO ADJACENT PARTTT10H45. GOH[TRAGTOR TO VERIFY DIME3610N15 FOR ALL PUMP PARTIT10H45. PARTITION LEGEND MALL TYPE- 5E WALL LE6,34D 9CET A8J rags DEMIS146 PARTITION - 6' METAL STUDS WITH 5 /b' TYPE X 6M8 ON OW SIDE OF PARTITION FROM FLOOR TO STRUCTURE fr 0vE i FROM FLOOR TO 6' A80VE OPPOSITE SLOE OF WALL.. PROVIDE SOIND INSULATION M PARTITION. VFY. PER FUTURE TENANT P8 0417S, OCCU'ANCES OTHER THAN MERCANTILE MAY RE Q. RATED OCCUPANCY SEPARATION WALL.. -■- PUMP* PARTITION - 6' METAL STUDS • 24' OL. MMTHI ONE LAYER OF WATER RESISTANT ISM AND NV WALL REINFORGIN6/ Swale, FOR FIXTURE t421141145, FROM FLOOR TO UNDERSIDE OF CEIUN6 MI/ SOND INSULATIONL O SEE M NDOVI 5U�ILE 94M A2.1 KEY NOTES I AU6N Ft/49W SWAGES. 2. ALI6N AT GORIER 3. SAW SE ER VERIFY PER PU It p 4. BUILD** PHONE/ CABLE SERVICE : PROVIDE SURFACE MID. NEMA YEATHERPROOF CABINET. 5. TENANT EL£CTRIC.IAL. PANG : 3 PHASE 120/208 I25 AMP. SERVICE. 6. PROVIDE (WALL MOWED FIRE EXT=NNU1SfE'R '1. FLAT GONG. SL.AB READY TO RECEIVE MAW P'RO'VIDED FLOOR GO11 16 b. 600- AMP LPI 513MCE PANG. NC METERS 14 SURFACE MID. Ne . VEATHYPROCf C40431NET PAINT EN1A44EL TO MATCH EULD149 COLOR q. 6A6 MEM (4) OR I PER TENANT. 10. TENANT ELECTRICAL PANEL: 3 PHASE 120/208 - 200 AMP SERVICE II. YIALI M CW EO PRE- FABR1CA1B ALUM1 (OR STEED LADDER PROVVE LOCK/45 SECURITY PANG • BOTTOM OF LADDER AND PROVIDE N6H PARAPET RAL EXTENSIONS "O'KEEFf' INC.' MODa NO. 503 OR APPROVED EGUAI_ �. BLEc1wicAL OUTLETS BY OTHERS (TE 40441) PRO4/g7E (6) EQ. SPACED ELECTRICAL antra 14. HOSE BIB GENERAL NOTES WATER soma NOTE: PROVIDE I' RAM 93MM FOR EA. TENANT. VERIFY REGUIRED MATER fRE5SRE PER CITY / CODE RE>',1ARE/4E14M +4VAC, LNHT PITH FACTORY SELF CURS (rte MECH. evcLO) T.01- PIOOD 1ROOF DECK \ \-saio et.ocKso STRUCTURAL �.1 TYP. MECH. CURB 5GALE_ TREATED 4 X 6 CUM ("TAPERED FOR LEVEL TOP) LAS BOLTED TO DECK/ t .. 44- t ' D5, ROOF -TOP MI AC INpER 5EPARATE SIZED t INSTALLED OM MAW IMFRON9434ir GOORD. SIZE AND 1"EI6111 W S1101GT1/tN. FOR RtMMIN6 -- - 05 5AT15PYII6THE SYSTEM OF MlSEL. 56GTbN 14154 PILL EC REWIRED FOR n CERTIFICATE OF OGLIPNiGY D TAD. PLYWOOD 15'4' AFF. u411EL SLOPE I/4'I ROOF PLAN SCALE: I /W =1' -0' xliALfvar.r -Q. 14' -' A.P. )c OS- ► FLOOR PLAN TD. PLY14000 (6) -4 Tom' CRICKET AS REWIRED HVAG ROOF ZONE CENTERED OVEL STRUCTURAL MEMBER T.O. PLY* OP 15'"1' A DS. _ S1N6LE FLY ROOF N013RA E, ON PROTECTION HOARD F QV) OVER R - 21 R1610 INBILATTON 3 K. X CONT. VIA4.K 9.11RFACIN6 642717104A1. LAYER Of R CF heatrAW • 0111 Et) PO441 SLOPE • J • CO 4NELL planning interiors `. artbiterture D ESIG1 22000 - 64th Avenue W., Suite 2F Mountlake Terrace, WA 98043 T: 425- 670 -6706 F: 425- 774 -8219 REGISTRATION PROJECT NAME GRAMOR DEVELOPMENT TUKWILA RETAIL CENTER RETAIL CENTER 13038 INTERURBAN SOUTH TUKWILA, WA. DESIGN TEA!! PROJECT NO.: 04.006 PRINCIPAL: DRAWN BY: GH CHECKED BY: 1MM ISSIIED/RENSIONS 11.01.04 DESIGN REVIEW f 11.12.04 ISSUED FOR PERMIT L' 1 03.04.05 CITY COMMENTS , BID SET COMMITS crryb HAP C PERMIT T CE SMUT TRUE FLOOR 11 ROOF PLANS NET MIL *42.0 b I q. DOOR * q. 1 in Sb. 5.6. 1 56. II Sb. FINISH FRAME MAT. FRAME FINISH Sb. Sb. 5.6. I Sb. , I Sb. I 56. , q. DOOR * ril 1 in Sb. 5.6. 1 56. II Sb. DOOR 81 WINDOW SCHEDULE DOOR * RATED WIDTH HEIGHT TYPE THICK MAT. FINISH FRAME MAT. FRAME FINISH HARDWARE REMARKS IOOA - i 3' -0' 1'-0' B 13/4' AL. AL. Al. AL. HIGH INSULATED SAFETY 6LA 5 1008 - ' 3 1 A I 3/4' MTL.. PT. ♦. HM. PT. a 44-2 110 - 3'-0' T-0' B I 3/4' AL. —� AL. Ail.. AL. INS LATER SAFEIY GLASS 120 , - 1 3'-0' T-0' B I 3/4' AL. L. Al. AL HI4-4 INSULATE SAFETY 6LA55 130A - 3'-0"(PAIR) T'-O' G 13/4' AL. AL. AL.. AL. 44-1 INSULATED SAFETY 6LA56 1306 - 3 T-0' A I3/4' Mit. PT. 4*'t. PT. 44-2 140 - 13' -0' T-0' A I 3/4' MTL. PT. HM. PT. +414-2 DOOR TYPES HARDWARE TYPES • VERIFY WITH OWNER NM = I-1/2' PR BUTT HIN6E5, KEYED DEAD SOLT, MEATH B7 STRIPPING, DRIP, TWRESEHOLD, CLO • PIBFI -F'1LL HANDLES. 11,4-2 = I-1/2' P . BUTT HId6ED, LEVER HANDLE LOCKSET, WEATHERSTRIP, DRIP, THRESBIOLD, CLOSER 144-3 = 1-1/2' PAIR BUTT HINGED, LEVER IOlVLE PRIVACY LOCKSET, SILENCERS. ALL DOORS TO BE MIFFED PITH LEVER -TYPE LATGHIt -- r - ', . , .......... • ,. ,k■‘,_ �i HARDWARE OR OP ER APPROVED HAD AP ALGESSIELE CONFIGURATION PER WO 56GT1ON U. ALL DOORS TO BE OPENABLE FROM THE INSIDE YVTHOUT A KEY OR ANY SP6GIAL KNOW ED E OR EFFORT. e STOREFRONT DOORS MILL NAVE U -VALIE OF O. STOREFRONT MED PA 1.5 MILL HAVE U- VAI.IE OF 0.'5 Q O V WINDOW TYPES TYP. STOREFRONT SYSTEM 2'X 4-1/2" GLR MOD. MM FRAME MV I' GI.R D8. 6LA56 U - VALIE= .6 Mk CENTERED IN FRAME 5b.*S1FETY 6LAS6 SCALE: 3/16" • 5.6. NO STOREFRONT DOOMS MR1. HAVE U -VALUE OF O. STS Fib PAWLS MILL HAVE II -VN.IE OF 0.15 D 10'-4' ? i 6'-IO' S 4 1_ 2 ' Ea. j, EQ. 5.6. 4 1 -2 ' q. EQ. i EQ. cOORD. YWCA SIZE/ TYPE M / TENANT 4 , 4' -r `E Pr-711 5 5.6 VIA PAINT (EPDXY) PAPER TOreL DISPENSER P -LAM WAINSCOT 4 METAL TRIM (MST SEC. 80111 REQ) I -1/2" GRAB BAR 36'4nmc 33' mil I 6" h.(min)SELF INS l SHEET VINYL BASE 4`I J MEET IBC 1210.1 REQ. NOTES: 1. PROVIDE DRAIN WITH TRAP PRIMER FOR EACH RESTROOM (VERIFY WITH LOCAL GORE REQ) 2. PROVIDE WAINSCOT OVER WATER - RESISTANT 6445. 3. GRAB BARS TO NEST ALL. ANSI 604.$.4 REQUIREMENTS 4. PROVIDE SIN6LE LEVER HANDLE FAUCET SET 1'T" MAX. FROM THE FRONT ED6E OF THE SINK OR COUNTER. MEET ANSI 606 REQ. REQ. 5. MEET ALL IBC AND ANSI REQUIREMENTS FOR ACCESSORIES P-LAM WAINSCOT NTH METAL TRIM (MEET SEC. 807.1.1 REQJ f-- 54111t ,f- 421Nt -� 6" hjmIn)SELF- GLOVING SHEET VINYL BASE MEET IBC 1210.1 REQ. PAINT (EPDXY) GRAB BAR NAPKIN DISP. TOILET PAPER P 0 1 -1•--- TOILET ELEVATION SCALE: 1/4"= 1'-0' TOILET ELEVATION SCALE: I/4 "* I'-O" INSULATE EXPOSED HOT WATER LINE AND DRAIN LIME a O LI6I4T FIXTURE (vorlfy) MIRROR ea WW1' 7. 11 I REQ. EXTENT OF P -LAM TOILET 112/122 ENLARGED PLANS SCALE: I/4'= I'-O' r }- -. tkKi ' i .-•44 • J voofwcf CO&NELL planning interior architecture DESIGN 22000 - 64th Avenue W., Suite 2F Mountlake Terrace, WA 98043 T: 425 -670 -6706 F: 425 -774 -8219 REGISTRATION A WERIZ STATE OF WASHINGTON PROJECT NAME GRAMOR DEVELOPMENT TUKWILA RETAIL CENTER RETAIL CENTER 13038 INTERURBAN SOUTH TUKWILA, WA. DESIGN TEAM PROJECT NO.: 04.006 PRINCIPAL: MM DRAWN BY: GH CHECKED BY: MM ISSl1ED/IEVS1OI S 11.12.04 ISSUED FOR PER/WT a . 03.04.05 CITY COMMENTS / BID SET PROJECT CONSULTANTS MIT NS. MET f r. LE F3IIARIBED PLANS SCHEDULES A2.1 • 11 IP S L NORTH ELEVATION SOUTH ELEVATION c ALE: 3/ 6 5 I I N 5 SCALE. 3/I6' =I -'0' '4 i iT i • F jTT I : 12 1 T 1 r iE t EAST ELEVATION ve ncAL WARD 4 BATTD (P-2) TRIM (to- s) STAItM6 SEAM MIL. ROOF VERTICAL BOARD BATTEN '-2) 6' DP75FD HCRTZOI1TAL Sole P-U 'TRIM P -3) VeTIGAL iDARD 4 BATTEN P-2) T.O. ROCJF RIME • TOPER TO. P • 6' DP05ED HORIZONTAL sIpIte •-1) BELLY 1I *4 P-3) n TO. PARAPET 4' METAL GaPNb (MATCH eil writ ROOF may GOfOlLE TWM (P-3) OOIOEPOUT MIMED TO STORY! SYSTEM P-U 1104 P-3) grb 6' DIPOND ICRIZO ITAL watts P-0 ai.nURED ' STOW WEST ELEVATION iI W ; T • o' TRIM (P-3) TYP. _.I ■11l1 \._ x TD. FCC, R V6E • TOMER NEC 50 LOPI Rocc: 4, M. 0-C" _ i 5 • REV t t 1 2 20a \ ----------------- - City Of Tukwila ION MAX ITT= 40 T.O. ROOF RIME • Tal:R. 6' DPOND HORIZONTAL %MI6 T PAINT SC.FEDULE_ iIORtZm& SNifr_ P-U PARKER PANT - Tf53 HARVEST TM LRN 5, VERTICAL 90APD 4 BATTB: (P-2) WARM PAIR - NOD * p 6RA66E5 LRY 25 PAS PAINT -C 1FLORA. NEE MY 97 METAL ROZF: *AVOW cow PIRA TECH K - MAMA* maim sw._ METAL Mel VMS COLOR mWNW laws CI CO J..NELL planning interiors architecture D E S I G \ J 22000 - 64th Avenue W. , Suite 2F Mountlake Terrace, WA 98043 T: 425-670-6706 F: 425-774-8219 PROJECT NAME GRAMOR DEVELOPMENT TUKWILA RETAIL CENTER RETAIL CENTER 13038 INTERURBAN SOUTH TUKWILA, WA. DESIGN TEAM PROJECT NO.: 04406 PRINCIPAL: MM DRAWN BY: GH CHECKED BY: MM ISSiIED/1E890M 11.01.04 DESIGN REVIEW 11.12.04 ISSUED FOR PERAAIT 03.04.05 BID SET PCT COMSOLIMIB MET It ca Ty o R E n PERwr C "„•rte SIM TIRE aEVA1101IS A3.0 - 7 Ei.P1AI1OW EL. 15'-6' T.O. PLYWOOD I i 6 243 TIEE STEEL PER STRUCTURE — (2) 2x4 TOE STEM. PER STRUCTURE 246 TUBE 5111$. P@t STRICTURE WALL SECTION is If b'-0' E CIMOR MOLL PERM ALL TYPE It 1 I I t , 11- u 4 0 • 4 0 LAY N GEL. • IO'-O' MT _A EL. 5 T.O. PLYWOOD • • I I 1 • • 1 I r I 1 • 1 1 1 1 EL. 0' -0' 1 11 S I I U . 14'`S' T.O. PLYWOOD SGALE:I /41= I 1 -0. SECTION A -A LOOKING WEST RHO eArr DEILATI 4 1i6H G■6. OPTION WALL SECTION .. WALL SECTION 1 1 1 ,,= r I. r I. r MO N r IN IN 1 1 1 I 1 1 1 1 1 1 1 1 1 • • ' •• woo r*r MIN rri I • I ^ L • \ �_ 1 r ::a : k e 1 • '5 5% ` .. �ir.. r6 ow r -- r � r `r rr•rr Jr 101 111prrr—soeaas ow low • E • r - J S 1 S 1 1 i LJ rj • .q'.r AFF. 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DESIGN TEAM PROJECT NO.: 04.006 PRINCIPAL AVM DRAWN BY: GH CHECKED BY: AVM ISSUED/1E1190M 1 1.12.04 ISSUED FOR PERMIT 03.04.05 BID SET ra CONSULTANTS °F-1 17 1 411 , 4 IV , ? • PERIM' CAA SIM TILE SECTIONS MEI Mk A4.0 W 0 Z C v J J -t- i u -- r ►i � -- -t- - - Y i $ g Pg § 7 k 11 r § 1 • n h / 81 V Ao c r t S - 4 - + 1 • _ - ___L__ L_ _ - -_ 1 1 1 1 I I i r i I 6 ! t T- I 1 i i 1 G 1 i i i I- IL —I- 1 i 1 t I 1 i 1 ! I! -- Y - - - - - - -- 1 � I I I' I I I ___I.__J __I ._J_ g 4 - gg h•• W Z 1— W Z Z W as V 01 W _ 9 i W rz ex OC 5 3 O — W W w u a —J — M 0 o t9 F �7 El 'x _i- 1 -L_ l I 1 I 1 _J L __J___1_ I ii -, - -- .4 - -Y -- (1 I 1 I 1 i I 1 I I 1 I I i e, i 1 rp O Pzt 11 N 1 - " g il 1 1 i x Q x — a N 4 � O Q 3 O 1— t I g x ZE 2 -4434- i I la! 1 P "IN - P§ Y , 51:1V i lq § P Viri if, / t;( al_i r i ci4 TA cm.:1 11 11 ail 40! 41 i X' 1 0 0 4 -. 1 ti r • I 1 SCALE:3 "= I `-.0" ACOUSTICAL MLR TILE .......■•■•••••■••■••■ IN 1/2' MIN. CLEAR FROM TOP OF STUD TO BOTTOM OF 25 611. DEEP LE6 TRACK WALL TYPE - 1 EXTERIOR WALL EXIST. STRUG am IS' R -21 BAIT IIATION --. OVE3R GBL IN6 TLE 10 VERIFY PITH TENANT 'RETAIL TENANT R-!I INSULATION PIYH 6 ML. VAPOR BAS ON PORN SIDE OFM{AL.L NOTE: 1. DETAIL REFEREICE5 PROVE KR IMO HR 401 SCALE: NOT TO SCALE ME IM MO fort SEW= r SIGN MOUNT • (I) LAYER OF %' 6Ve vAPCR BARRIER . 13145ULATION A b' METAL S1W (0 LAM OF ks' PLYY100D 60 MIN. MILIAN& PAP9t SIDING FER ELEVATION ANCHOR 25 6A DEEP LE6 DEFLECTION TRACK TO D • STRUCTURE AS 25 6A. 6. 3 -112' METAL STUD'S • 24' OL. RETAIL 18WNT 5/8" TYPE X 6I CM BOTH SWES FROM FLOOK TO STRUCTURE ABOVE COAT. 25 6A 6ALV. STEEL RIMIER CHANNEL ANCHORED TO FLOOR PITH P ACTIVATED FA61DIt SYSTEM • 24' OL. SECTION FULL HT. DEMISING WALL 1.1 EXTERIOR MALL - 6' METAL STIV5 MTH 5/S' TYPE x' Oa O,E SIDE. I -HOIR !PIECE EXPOWRE ONLY. 6' MIL. 5111D FRA • I6' O. r E SOLD 2' FOOD BLOCKS* PLYr000 S B61RA1E PLATE PfSAILLICIWAINI F4 ge E _. r, MINE 25 6A. MTL STUD BRACE 4 TOP TRACK, BRACE ATTAG$7 TO TOP 'TRACK MMTH *6 SHEET MIL 5C•REMS. BRACE • Mk b' OL. OR 2 PER P■.L SECTION. BRAGM6 CCWECTION5 TO STRUCTURAL SIPPORT OR ROOF ABOVE. a vies W Y. W iew+r R -21 GATT RIS,LATION 22 &A 3 V2" X I-3b' FLAME MIL STIOS AT 24' 1 01. MV MDSPAN GOIPRE'S6EN FLAME PI/ 5/6' TYPE 'X' 03. (FOR GELN6 8'-0' VERIFY w BED& OM�IER• TOILET FLEX-CONDUIT FOR ELECTRICAL GOMF1TE D B RAG4GET. VFY. LOCATIONS PER ELEVATI0NS. ItE RAC ETT 142TED PI/ 'f'') — qe2 $a1 • P OL. FAR (4) 1/0 D1A : 2 i? 6I6 5C1MOMS, SITO FOOD FILD 3 1 2 • X V4' 6M V. STL. MELDED TO MOUNTIN& PLATES 2` X 10' TREATS) MOOD 113LOGIKIN6 11:10T14 SIDES OF MALI. I. STUD. R-II (OR R-13 SEE NOTE MOM11 ATION PIYH 6 MI. VAPOR BARRER ON FORM SIDE OF MALL L WALL TYPE - 2 INTERIOR WALL SCALE: NOT TO SCALE uan��ws: i STRUCTURE OR ROOF SIGN MOUNT (I) LAYER of %. Eve 6' METAL STID 2� Cf345045 PARTITION - 6' METAL STUDS METH 5/8' TYPE 'X' 6N8 ON BOTH SIDE'S OF PARTITION FROM FLOOR TO STRUCTURE MOVE. PROVIDE 501w INSULATION IN PARTITIOI4I VF'Y. PER FUTURE TENANT IMPROVEMENT FMCS, ocayoscem OTHER TttAN 145IGJMfT1LE MAY R62. RATED OCCUPNIGY SEPARATION MOLL. 22 STANDARD PARTITION - 3-I/2' METAL STUDS 1114 518' TYPE x' Me ON ONE SIDE OF PARTITION FROM FLOOR TO 616. GL6. ABOVE 4 FROM FLOOR TO b' ABOVE ** GL&. OPPOSITE SIDE OF MALL. PROVIDE 501I0 INSULATION IN PARTITION. 23 PLASM PARTITION - 6' METAL MUDS . 24' OL. NTH ONE LAYER OF MATER REPTANT 6 NV AIV MALL REINFORGDIEW EL OCKIt FOR FIXTURE MOUNTING, MGM FLOOR TO UICERSIDE OF OWNS MV SOW INSILAT10k RETAL A .AVA TO ROOF OR STRUCTURE AS MD BY ROOF COSTRIZTION CONT. t' METAL TRIM NTH PAPER MKS ACOUSTICAL GBUNE, TIM R -21 BAIT INSIL OVER cams TILE IO'o. VERIFY MI TBIANT 25 6A 6ALV. 3-12" METAL STUDS • 24' OL. '.alb' TYPE 70. 61B GOVT. 25 6A 6ALV. ST EL RIMIER CHANEL ANCHORED TO FLOOR NTH PIONGER ACTIVATED FA6T91146 SYSTEM • 24' 0L. I. PER P4A. STATE BIER6Y CODE PROVIDE R-6 OBLATION TO GOMPBASATE F SLAB ON 6RADE mettitna4 15 ABSENT U1VER PARTITION HALLS BETP1831 HEATED NV 5B44EATED SPACE. 2. DETAIL PROVVED PER la10 ER 4071 SECTION STAND. PART. @ TOILET j • STUD WALL a3EYOND) 'COX' SHEATVIP46 OVER 5TW WALL STRUCTURE. GUT HOLE TO ACZOMODATE BRACKET PLATE. 5 1/2'H X 3O'L X V4' 6AL-V. STEEL PLATE LAO SORE/ AN AO ' . TO 5/U0 MALL/ MOP 3/4 SEALANT / BACKER TROD JOINT 3m•• THREAINV BOLT MOLE • 4 GOR143t5. (FUTURE SIGNA6E 1y0I 4T1N6) 12 6A. STEEL PRESSURE ORACCET / CLIP TAG MIE.DED TO mer•ALL1 OMI IREMOVI1SL E 1116' STS PLATE "MEDA1L.L10N' PV PAINTED FINISH 6'X6'XI/4' 6111l.V. WELL PLATE 1rE3.DEP TO PIPE SUPPORT CEDAR OR GEMEINMOUS LPPSIDIPIO a 2 LAVERS UMW WILMS, ~Mt 1104 AROUND PIPE IalltAGICET HIGH TONER SIDE \ i HIGH TOWER WALL @ FLAT ROOF 6' 4 x h 4 SCALE: 3' =I'-O' CONDUCTER HEAD- TYPICAL swot* sEe4 ROOF f TA LS 1 OVERHANG BRACE _j 5' / coilesna+ 4X4XI/6MLTUEE Y 1 • 1 1 1 SEE r— ?4' en, OVER FLOW �I $ 3i i 141 20 6A 6A1LV STL,10' IDE, I,P APPLIED PAINT, 51EMIT SHCP DRA OSS I TYPICAL OVER HANG SCALE: I 1/2 SCALE: I 1/2"3.1 WPM MOM TO. PARAPET TYPICAL PARAPET • I t ;j TYPICAL FOUNDATiON r i 1 • 4' METAL COPING 4X6 TRIM HOARD ?J�b TRM BOARD METAL FLASH,* BUILT4P SINSLE PLY ROOF, OVBL R -2I RIGID 96LAT10N, OVER • PLYyOOD, avert TJ PER STRUCTURE METAL SCUPPER SEE DETAIL 1 THS 5i$T B_ 14'-6' T.O. PLYV'IOOD METAL DOMIM SFIOUT PEL LEDGER PER STRUCIIIRE TYPICAL EXTERIOR P1ALL TYPE si PER — 911111110111E h CO ;NELL planning interiors • architecture DESIGN 22000 - 64th Avenue W. , Suite 2F Mountlake Terrace, WA 98043 T: 425- 670 -6706 F: 425 -774 -8219 REGISTRATION PROJECT NAME GRAMOR DEVELOPMENT TUKWILA RETAIL CENTER RETAIL CENTER 13038 INTERURBAN SOUTH TUKWILA, WA. DESIGN TEAM PROJECT NO.: 94.006 PRINCIPAL: MM DRAWN BY: GM CHECKED BY: MIA ISSUED/REKSIDNS 11.12.94 ISSUED FOR PERMIT SET 03.04.05 CITY COW/LINTS I BID SET Q CONSULTANTS WEB TILE DETAIUI ary - AR 1 PERMn- CENTER A8.0 J • STRUCTURAL GENERAL NOTES GENERAL REQUIREMENTS GOVERNING CODE: THE "INTERNATIONAL BUILDING CODE ", 2003 EDITION, AS ADOPTED AND MODIFIED BY THE CITY OF 'To\ Wk. A SHALL GOVERN DESIGN AND CONSTRUCTION. REFERENCE STANDARDS REFERENCE TO A SPECIFIC SECTION IN A CODE DOES NOT RELIEVE THE CONTRACTOR FROM COMPLIANCE WITH THE ENTIRE STANDARD. THE LATEST EDITION OF THE STANDARD SHALL BE USED UNLESS A SPECIFIC DATE IS INDICATED. DEFINITIONS: THE FOLLOWING DEFINITIONS COVER THE MEANINGS OF CERTAIN TERMS USED IN THESE NOTES: - "ARCHITECT /ENGINEER" - THE ARCHITECT AND THE STRUCTURAL ENGINEER OF RECORD (SER). -- "STRUCTURAL ENGINEER OF RECORD" (SER) - THE STRUCTURAL ENGINEER WHO IS LEGALLY ELIGIBLE TO STAMP & SIGN THE STRUCTURAL DOCUMENTS FOR A BUILDING PROJECT. THE SER IS RESPONSIBLE FOR THE DESIGN OF THE PRIMARY STRUCTURAL SYSTEM. - "SPECIALTY STRUCTURAL ENGINEER" (SSE) - A LICENSED PROFESSIONAL ENGINEER, NOT THE SER, WHO PERFORMS SPECIALTY STRUCTURAL ENGINEERING SERVICES NECESSARY FOR THE STRUCTURE TO BE COMPLETED AND WHO HAS SHOWN EXPERIENCE AND TRAINING IN THE SPECIFIC SPECIALTY. THE GENERAL CONTRACTOR, SUBCONTRACTOR, OR SUPPLIER WHO IS RESPONSIBLE FOR THE DESIGN, FABRICATION AND INSTALLATION OF SPECIALTY - ENGINEERED ELEMENTS SHALL RETAIN THE SSE. SUBMITTALS SHALL BE STAMPED AND SIGNED BY THE SSE. DOCUMENTS STAMPED AND SIGNED BY THE SSE SHALL BE COMPLETED BY OR UNDER THE DIRECT SUPERVISION OF THE SSE WITH A CIVIL PE LICENSE ISSUED BY THE STATE OF WASHINGTON. - "SUBMIT FOR REVIEW" - SUBMIT TO THE ARCHITECT /ENGINEER FOR REVIEW PRIOR TO FABRICATION OR CONSTRUCTION. NOTE PRIORITIES: NOTES ON THE INDIVIDUAL DRAWINGS GOVERN OVER THESE GENERAL NOTES. ARCHITECTURAL DRAWINGS: REFER TO THE ARCHITECTURAL DRAWINGS FOR INFORMATION INCLUDING BUT NOT LIMITED TO: DIMENSIONS, ELEVATIONS, SLOPES, DOOR AND WINDOW OPENINGS, NON- BEARING WALLS, STAIRS, CURBS, DRAINS, DEPRESSIONS, RAILINGS, WATERPROOFING, FINISHES AND OTHER NONSTRUCTURAL ITEMS. STRUCTURAL RESPONSIBILITIES: THE STRUCTURAL ENGINEER IS RESPONSIBLE FOR THE STRENGTH AND STABILITY OF THE PRIMARY STRUCTURE IN ITS COMPLETED FORM. CONTRACTOR RE$PONSIaILITIES: THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS AND METHODS OF CONSTRUCTION AND ALL JOB RELATED SAFETY STANDARDS SUCH AS OSHA AND WSHA INCLUDING THOSE STEEL ERECTION ITEMS SPECIFICALLY ADDRESSED IN THE LATEST OSHA REGULATIONS. THE CONTRACTOR IS RESPONSIBLE FOR THE STRENGTH AND STABILITY OF THE STRUCTURE DURING CONSTRUCTION AND SHALL PROVIDE TEMPORARY SHORING, BRACING AND OTHER ELEMENTS REQUIRED TO MAINTAIN STABILITY UNTIL THE STRUCTURE IS COMPLETE. SUBMIT CONSTRUCTION SEQUENCE TO ARCHITECT /ENGINEER FOR REVIEW. THE CONTRACTOR SHALL SUBMIT PLANS SHOWING THE LOCATION, LOAD, SIZE AND ANCHORAGE OF ALL HANGERS SUPPORTING ALL MECHANICAL, ELECTRICAL, PLUMBING OR SPRINKLER LOADS IN EXCESS OF 50 POUNDS. ALL ROOF - MOUNTED EQUIPMENT SHALL BE INCLUDED ON THESE PLANS AND SHALL SHOW THE LOADS, SIZE AND LOCATION. SUBMIT PLANS TO THE ARCHITECT /ENGINEER FOR REVIEW PRIOR TO INSTALLATION. DISCREPANCIES: IN CASE OF DISCREPANCIES BETWEEN THE GENERAL NOTES, CONTRACT SPECIFICATIONS AND REFERENCE STANDARDS, THE ARCHITECT /ENGINEER SHALL DETERMINE WHICH SHALL GOVERN. DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT /ENGINEER BEFORE PROCEEDING WITH THE WORK. DESIGN LOADS WIND DESIGN: SEISMIC DESIGN: SNOW LOAD: LIVE LOADS: AREA ROOF ROOF DEAD :.OAD TOP CHORD MECHANICAL AREA BOTTOM CHORD TRUSS JPUh_ OAD NET TESTS AND INSPECTIONS 5PE: BASIC WIND SPEED (3- SECOND GUST), V = 85 MPH; WIND IMPORTANCE FACTOR, IW = 1.0; BUILDING CATEGORY = "II "; EXPOSURE CATEGORY = "B "; GCPI = ±0.18 SIMPLIFIED WIND LOAD METHOD PER IBC SECT. 1609.6. SEISMIC DESIGN CATEGORY = "D "; SS = 1.406; SI = 0.485; SDS = 0.937G; SD1 = 0.491G; SITE CLASS = D, BASIC SEISMIC FORCE RESISTING SYSTEM = 1 -K: LIGHT FRAMED WALLS WI WOOD PANELS; SEISMIC IMPORTANCE FACTOR, IE = 1.0; R = 6.5; DESIGN BASE SHEAR, V = 38.6 KIPS ANALYSIS PROCEDURE = SIMPLIFIED ANALYSIS PER IBC SECT. 1617.5. GROUND SNOW LOAD, PG = 20 PSF; ROOF SNOW LOAD, PF = 25 PSF; SNOW EXPOSURE FACTOR, CE = 1.0; SNOW LOAD IMPORTANCE FACTOR, IS = 1.0; THERMAL FACTOR, CT = 1.0. LIVE LOADS 25 PSF - SNOW DESIGN -BY- OTHERS (DEFERRED SUBMITTAL) LOADS: ALL PRE - ENGINEERED, PREFABRICATED, MANUFACTURED, OR OTHER PRODUCTS DESIGNED BY OTHERS SHALL BE DESIGNED FOR THE TRIBUTARY DEAD AND LIVE LOADS PLUS WIND AND EARTHQUAKE LOADS WHEN APPLICABLE. LIVE, WI ND AND EARTHQUAKE LOADS ARE SHOWN ABOVE. TOTAL DESIGN DEAD LOADS ARE SHOWN BELOW. DESIGN SHALL CONFORM TO THE SPECIFICATIONS, REFERENCE STANDARDS AND GOVERNING CODE FOR ADDITIONAL TRUSS DESIGN COMPONENTS FOR WIND AT DISCONTINUITIES, AND SNOW DRIFT REQUIREMENTS. 15 PSF 8 PSF 75 PSF 7 PSF 12 PSF INSPECT +ONS: A__ CONSTRUCT ON 'S SUBJECT 70 I`SPE EON BY THE BUILDING OFFICIAL 'N ACCORDANCE WITH IBC SEC. 109. THE CON TRA - 3R S-' COORJ \ATE ALL REOU;RL_ INSPECTIONS WITH T--E BUILDING SPECIAL i\S?E;,'O\S: h AJDT'.�ti _4 `NE .NSPEC - DNS REQUIRED BY IBC SEC- 109. SPECIAL INSPECTORS !N ACCORDANCE *!-- BC SEC. '724. :.'•ER: "ORIM ---E FOLLOWING: CON r' R �0 C \S ?E. Ott P ;.AC.tiG OF RE NFORC:NG STEEL. \S: E:, O\ :=4 OR T O ;NJ THE ? ._ACCNG OF CONCRE . E ARJ,..ND BOLTS A\.; EMBED - C : _ ▪ --.E S ?_ E r E Sr=i �1 \;, AY ;h G OF R ^x' „ON SLu MF, AR CON AND ✓\�- - NS::ECT \„ -E \C 3. REN OROED 22 2 \S` -OT' _'" WA \TE'•A%CE _.. ..1R'i G _ R A v may )_ \>"_. _\ _ -R \., -"_ __ \ . 1 L__ e:RS A \.. _ ., As \o - - ;,. f ) S --S. �'� �. ��_V� " ♦... J� - `S= , - ='� :�`• \.. c; ) -\: _ 1 " ;O• E VE C 17 - 2-0;.- d \- SE.. PCc i E� •: - ,:N X__ •E= A .20NS. c Sl SEC SOILS AND FOUNDATIONS �t'V B': v Ar E'r '8 "SO S 1 20:2``'04 • - -`-\ 1- ' `►`r =. - w �� ►h+l `F= t. :i. 5d-A._ '1\SPEC ECE :A SC*L A• -= - :F `'� : =E ' s \O R;'tiF:'Rl • S • cp raACA ► y-A .. E£ AR %R a. COIF AC 7 1 - JP4IPE '�► 'L _ 4. =5 - 2 4:£ 51"444_.. 9E ! .1. NCEJ _'.' sr'c _:Pc- .17 s,,a7 ice 04E= IAA a ` El 'CF ►1 E '-R FCC : S r � el s4; % ' , _ =•�wc '8 CP APC .%4 C '� = CAL 4 1/4 K ilf; - _; SS - 4.411% ' 2 ACHES K.-Z. 'NS • t CAST -IN -PLACE CONCRETE REFERENCE STANDARDS: CONFORM TO: ( ACI 301 "STANDARD SPECIFICATIONS FOR STRUCTURAL CONCRETE ", (2) IBC CHAPTER 19. FIELD REFERENCE: THE CONTRACTOR SHALL KEEP A COPY OF ACI FIELD REFERENCE MANUAL, SP -15, "STANDARD SPECIFICATIONS FOR STRUCTURAL CONCRETE (ACI 301) WITH SELECTED ACI AND ASTM REFERENCES." CONCRETE MIXTURES: CONFORM TO ACI 301 SEC. 4 "CONCRETE MIXTURES." MATERIALS: CONFORM TO ACI 301 SEC. 4.2.1 "MATERIALS" FOR REQUIREMENTS FOR CEMENTITIOUS MATERIALS, AGGREGATES, MIXING WATER AND ADMIXTURES. SUBMITTALS: PROVIDE ALL SUBMITTALS REQUIRED BY ACI 301 SEC. 4.1.2 SUBMIT MIX DESIGNS FOR EACH MIX TABLE BELOW. MEMBER TYPE /LOCATION FOUNDATIONS & INTERIOR SLAB ON GRADE MIX DESIGN NOTES: (1) W/C RATIO: WATER •CEMENTIT1OUS MATERIAL RATIOS SHALL BE BASED ON THE TOTAL WEIGHT OF CEMENTITIOUS MATERIALS. RATIOS NOT SHOWN IN THE TABLE ABOVE ARE CONTROLLED BY STRENGTH REQUIREMENTS. (2) CEMENTITIOUS CONTENT: THE USE OF FLY ASH, OTHER POZZOLANS, SILICA FUME, OR SLAG SHALL CONFORM TO ACI 301 SEC 4.2.2.8.8. MAXIMUM AMOUNT OF FLY ASH SHALL BE 20% OF TOTAL CEMENTITIOUS CONTENT UNLESS REVIEWED AND APPROVED OTHERWISE BY SER. (3) SLUMP: CONFORM TO ACI 301 SEC 4.2.2.2. SLUMP SHALL BE DETERMINED AT POINT OF PLACEMENT. MEASURING. MIXING, AND DELIVERY: CONFORM TO ACI 301 SEC. 4.3. HANDLING, PLACING CONSTRUCTING AND CURING: CONFORM TO ACI 301 SEC. 5. EMBEDDED ITEMS: POSITION AND SECURE IN PLACE EXPANSION JOINT MATERIAL, ANCHORS AND OTHER STRUCTURAL AND NON- STRUCTURAL EMBEDDED ITEMS BEFORE PLACING CONCRETE. CONTRACTOR SHALL REFER TO MECHANICAL, ELECTRICAL, PLUMBING AND ARCHITECTURAL DRAWINGS AND COORDINATE OTHER EMBEDDED ITEMS. GROUTED REBAR AND ANCHOR BOLTS: FOLLOW MANUFACTURER'S WRITTEN INSTRUCTIONS: DRILL HOLES IN EXISTING CONCRETE TO DEPTH NOTED ON PLANS OR TO DEPTH AS NECESSARY TO DEVELOP THE STRENGTH OF THE REBAR LISTED IN THE MANUFACTURER'S ICBO REPORT. UNO BY THE MANUFACTURER, MAKE THE HOLES 3/8 TO 1/2 INCH GREATER THAN BOLT OR DOWEL DIAMETER. ROUGHEN SIDES OF HOLES BY PERCUSSIVE DRILLING METHODS. HOLES SHALL BE BRUSHED AND BLOWN FREE OF DEBRIS AND SURFACE RESIDUE BEFORE GROUTING OPERATION. SPECIAL INSPECTION REQUIRED. CONCRETE REINFORCEMENT REFERENCE STANDARDS: CONFORM TO: (1) ACI 301 -99 "STANDARD SPECIFICATIONS FOR STRUCTURAL CONCRETE ", SECTION 3 'REINFORCEMENT AND REINFORCEMENT SUPPORTS." (2) ACI SP -66 "ACI DETAILING MANUAL" INCLUDING ACI 315 "DETAILS AND DETAILING OF CONCRETE REINFORCEMENT." (3) CRSI MSP -2 -98 "MANUAL OF STANDARD PRACTICE." (4) ANSI /AWS D1.4 "STRUCTURAL WELDING CODE - REINFORCING STEEL." (5) IBC CHAPTER 19, CONCRETE. (6) ACI 318 -02 AND ACI 318R - 02. SUBMITTALS: CONFORM TO ACI 301 SEC. 3.1.1 "SUBMITTALS, DATA AND DRAWINGS." SUBMIT PLACING DRAWINGS SHOWING FABRICATION DIMENSIONS AND LOCATIONS FOR PLACEMENT OF REINFORCEMENT AND REINFORCEMENT SUPPORTS. MATERIALS: REINFORCING BARS DEFORMED WELDED WIRE FABRIC BAR SUPPORTS TIE WIRE TABLE OF MIX DESIGN RLQUIREMENTS STRENGTH TEST AGE (PSI) (DAYS) 3000 28 ASTM A615, GRADE 60, DEFORMED BARS. ASTM A497 CRSI MSP -2 -98, CHAPTER 3 "BAR SUPPORTS." 16.5 GAGE OR HEAVIER, BLACK ANNEALED. MAXIMUM AGGREGATE 1" FABRICATION: CONFORM TO ACI 301, SEC 3.2.2. "FABRICATION ", AND ACI SP - 66 "ACI DETAILING MANUAL." PLACING: CONFORM TO ACI 301, SEC. 3.3.2 "PLACEMENT." PLACING TOLERANCES SHALL CONFORM TO SEC. 3.3.2.1 "TOLERANCES." CONCRETE COVER: CONFORM TO THE FOLLOWING COVER REQUIREMENTS FROM ACI 301, TABLE 3.3.2.3: CONCRETE CAST AGAINST EARTH 3' CONCRETE EXPOSED TO EARTH OR WEATHER 2' BARS IN SLABS AND WALLS 3 / 4 ' IN THE MAXIMUM AIR W/C RATIO 0.52 WELDING: BARS SHALL NOT BE WELDED UNLESS AUTHORIZED. WHEN AUTHORIZED, CONFORM TO ACI 301, SEC. 3.2.2.2. "WELDING" AND PROVIDE ASTM A706, GRADE 60 REINFORCEMENT. SPLICES: CONFORM TO ACI 301, SEC. 3.3.2.7- REFER TO PLANS FOR TYPICAL SPLICES. USE CLASS B SPLICES UNLESS NOTED. MECHANICAL CONNECTONS MAY BE USED ;ICI -WEN APPROVED BY THE ENGINEER. F. BENDING: CONFORM TO AC; 301 SEC. 3.3.2.8. "FIELD BENDING OR STRAIGHTENING." BAR SIZES 13 THROUGH g MAY BE : !ELD BENT COLD THE FIRST ; ME. OTHER BARS REQUIRE PREHEAT;;NG. DO NOT TWIST BARS. COLD -FORMED STEEL. FRAMING REFERENCE STANDARDS: OW 70' l (2. (`, - � J€S:GN OF COD - DRWE✓ STEEL SIR',.: M M R J� S Sr' � , r �.A'O�i ' � ..' L AL c 3E S_ IA **: - *ALL AND CE _ \G STANDARDS~ SEC. 9.8 EX ERIOR STEELS BLS *ALL S` S EMS - INC C - ER 22. ✓ -'\ .t . S E C F C A O Y S • OR DES GA OF CCP C ^ORV S°__ S '<., R . v_ BE S E V WS rr 1�: = _- VAT ; &s - 2d: A 4 t2 7- AVER j__ 7 •Sle A553 A E D 'S. - S DACE A\, _ ' -`R 5-A. AS-V - =d:_ 33 v'% •T'=33 "S. 11 Sc_ -?? __•\ e x r '6 F• __ ' -2% �; _ •c bC.L E2 C E \E:� EE »Y Off': v 3 AMS 2' 3. d. Sr- �` •'_ E \ A:C0?; .L.\.L i 4 •10 CC: A'�7-"Cr J" 1 W.;S Sr- �.. B T A _ :� `11i1IE \C 2 " -" _ 1f A rt., ` •;, `„ "?`E Y S.'_ 1 ~`+.: ...E Cat - ."-PVE: S ^E_ • ciA.VtiG %if:WE -TS as 5-":5::=E: - S S vd. :: _ R S 1SS`i - .21 4 4 E'd A` --;F' SY - .x- INC _= S -Tz i\C a< :1* r-€ 2K;mcc _ , a - - 11E1FE = S : •V& & Ev ti Sra? . SZE. gzI4E SS ANC ; :. B' VahNk. k: _ c_ vEgEE4s S C wAAK.F AC S A SS4)D A - C.■ S*-& 9E SL.E. E ` 7 .2 f. orE i INC APCrcC V s, ' E ;NE ;4 ,e K s S C CP .CC'S- `'CL'S Cf IR. S ' C S r Ate_ 9E S CP aE _ =€ O ='L • • "IC .` S _0‘1,".:. _ 9C SCE S. ; X 9l.+ra.,� JO S 7. -A " ar?s c WE_ N% a Y sit -€4.:E4 S -. `E • a - ANC BC - "C111 "A0 X 'r0 " RE ;LIRE 111E ,4K; eC X SEAM - r utir4G - -44 III Sok* a 24" X h Ea C'� 61 = .'`l.R - RACK = C-r 4• C ' zRAWINIK. h atC Z- U AC S '4 "..0 - t' ►S /AC S AghliC:.S •• £S v "PE :?R C A. AS WOOD FRAMING REFERENCE STA CONFORM TO: (1) IBC CHAPTER 23 "WOOD" (2) NDS - 2001 AND NDS SUPPLEMENT - 2001 "NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION" (3) APA REPORT T98 -22 - "NAIL PENETRATION AND FRAMING SPECIFIC GRAVITY FACTORS FOR SHEAR WALLS AND DIAPHRAGMS" DEFERRED SUBMITTALS: SUBMIT PRODUCT DATA AND PROOF OF ICBO APPROVAL FOR FRAMING MEMBERS AND FASTENERS THAT HAVE BEEN DESIGNED BY OTHERS. SUBMIT CALCULATIONS PREPARED BY THE SSE IN THE STATE OF WASHINGTON FOR ALL MEMBERS AND CONNECTIONS DESIGNED BY OTHERS ALONG WITH SHOP DRAWINGS. ALL NECESSARY BRIDGING, BLOCKING, BLOCKING PANELS AND WEB STIFFENERS SHALL BE DETAILED AND FURNISHED BY THE SUPPLIER. TEMPORARY AND PERMANENT BRIDGING SHALL BE INSTALLED IN CONFORMANCE WITH THE MANUFACTURER'S SPECIFICATIONS. DEFLECTION LIMITS SHALL BE AS NOTED UNDER DESIGN LOADS SECTION. PRODUCTS INCLUDED ARE: -- METAL PLATE CONNECTED ROOF TRUSSES (PREFABRICATED ROOF TRUSSES) SHOP DRAWINGS SHALL PROVIDE FOR SHAPES, BEARING POINTS, INTERSECTIONS, HIPS, AND VALLEYS SHOWN ON THE DRAWINGS. THE MANUFACTURER SHALL PROVIDE SPECIAL HIP, VALLEY AND INTERSECTION AREAS (STEP DOWN TRUSSES, JACK TRUSSES AND GIRDER TRUSSES) UNLESS SPECIFICALLY INDICATED ON THE PLANS. PROVIDE ALL TRUSS -TO -TRUSS AND TRUSS -TO- SUPPORT CONNECTION DETAILS AND REQUIRED CONNECTION MATERIALS. SPECIFY TEMPORARY AND PERMANENT BRACING AND CONNECTIONS ON THE SHOP DRAWINGS. PROVIDE ALL TRUSS REACTIONS ON SHOP DRAWINGS. - OPEN WEB WOOD JOISTh (OWWJ) IDENTIFICATION: ALL SAWN LUMBER AND PRE - MANUFACTURED WOOD PRODUCTS SHALL BE IDENTIFIED BY THE GRADE MARK OR A CERTIFICATE OF INSPECTION ISSUED BY THE CERTIFYING AGENCY. P+AATERIALS: - GLUED LAMINATED TIMBER: CONFORM TO AITC 117 "STANDARD SPECIFICATIONS FOR STRUCTURAL GLUE - LAMINATED TIMBER OF SOFTWOOD SPECIES, MANUFACTURING AND DESIGN" AND ANSI /AITC A190.1 "STRUCTURAL GLUED LAMINATED TIMBER." CAMBER ALL GLUED LAMINATED MEMBERS BEAMS TO 2000' RADIUS, UNLESS SHOWN OTHERWISE ON THE PLANS. MEMBER USE SIZES STRESS CLASS USES BEAMS - METAL PLATE CONNECTED WOOD ROOF TRUSSES: CONFORM TO IBC SEC. 2303.4. "DESIGN STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS." - WOOD STRUCTURAL SHEATHING (PLYWOOD): WOOD APA -RATED STRUCTURAL SHEATHING INCLUDES: ALL VENEER PLYWOOD, ORIENTED STRAND BOARD, WAFERBOARD, PARTICLEBOARD, T1 - 11 SIDING, AND COMPOSITES OF VENEER AND WOOD BASED MATERIAL CONFORM TO PRODUCT STANDARDS PS -1 -95 AND PS -2 -92 OF THE U.S. DEPT. OF COMMERCE AND THE AMERICAN PLYWOOD ASSOCIATION (APA). MINIMUM APA RATING LOCATION THICKNESS SPAN RATING PLYWOOD GRADE ROOF WALLS 8D 100 16D • 2-h" 3" 3- h" ALL 24F -1.8E SIMPLE SPANS 15/32" 32/16 7/16 "OSB 24/16 SIZE LENGTH DIAMETER 0.131" 0.148" 0.162" C -D C -D EXPOSURE 1 1 UNLESS NOTED OTHERWISE ON DRAWINGS, INSTALL ROOF AND FLOOR PANELS WITH LONG DIMENSION ACROSS SUPPORTS AND WITH PANEL CONTINUOUS OVER TWO OR MORE SPANS. END JOINTS SHALL OCCUR OVER SUPPORTS. - JOIST HANGERS AND CONNECTORS: SHALL BE "STRONG TIE" BY SIMPSON COMPANY AS SPECIFIED IN THEIR LATEST CATALOG. ALTERNATE CONNECTORS BY OTHER MANUFACTURERS MAY BE SUBSTITUTED PROVIDED THEY HAVE CURRENT ICBO APPROVAL FOR EQUIVALENT OR GREATER LOAD CAPACITIES AND ARE REVIEWED /APPROVED BY THE SER PRIOR TO ORDERING. CONNECTORS SHALL BE INSTALLED PER THE MANUFACTURER'S INSTRUCTIONS. WHERE CONNECTOR STRAPS CONNECT TWO MEMBERS, PLACE ONE -HALF OF THE NAILS OR BOLTS IN EACH MEMBER. PROVIDE WASHERS UNDER THE HEADS AND NUTS OF ALL BOLTS AND LAG SCREWS BEARING ON WOOD. UNLESS NOTED OTHERWISE ALL NAILS SHALL BE FULL LENGTH COMMON. NAIL STRAPS TO WOOD FRAMING AS LATE AS POSSIBLE IN THE FRAMING PROCESS TO ALLOW THE WOOD TO SHRINK AND THE BUILDING TO SETTLE. - NAILS AND STAPLES: CONFORM TO IBC SEC. 2303.6 "NAILS AND STAPLES." UNLESS NOTED ON PLANS, NAIL PER IBC TABLE 2304.9.1. UNLESS NOTED OTHERWISE ALL NAILS SHALL BE COMMON. NAIL SIZES SPECIFIED ON THE DRAWINGS ARE BASED ON THE FOLLOWING SPECIFICATIONS: - LAG BOLTS /BOLTS: CONFORM TO ASTM A307. - ENGINEERED WOOD PRODUCTS (TRUSJOIST): THE FOLLOWING MATERIALS ARE BASED ON LUMBER MANUFACTURED BY TRUSJOIST AND WERE USED FOR THE DESIGN AS SHOWN ON THE PLANS. ALTERNATE PRODUCTS BY OTHER MANUFACTURERS MAY BE SUBSTITUTED PROVIDED THEY HAVE CURRENT ICBO APPROVAL FOR EQUIVALENT OR GREATER LOAD AND STIFFNESS PROPERTIES AND ARE REVIEWED AND APPROVED BY THE STRUCTURAL ENGINEER. A. PARA_UEL STRAND LUMBER (PSL): CONFORM TO NES REPORT NO. NER - 481, ICBO ES REPORT NO. ER - 4979 OR CCMC REPORT NO. 11161 - B. OPEN WEB WOOD JOISTS (OWWJ): CONFORM TO NES REPORT NO. NER - 148 OR ICBO ES REPORT NO. PFC - 4354. THE MANUFACTURER SHALL DESIGN THE JOISTS FOR THE SPANS AND CONDITIONS SHOWN ON THE PLANS. JOISTS SHALL HAVE WOOD CHORDS AND EITHER WOOD OR METAL WEBS. NAILING REQUIREMENT$: PROVIDE MINIMUM NAILING IN ACCORDANCE WITH IBC TABLE 2304.9.1 "FASTENING SCHEDULE" EXCEPT AS NOTED ON THE DRAWINGS. NAILING FOR ROOF/FLOOR DIAPHRAGMS /SHEAR WALLS SHALL BE PER DRAW NAILS SHALL BE DRIVEN FLUSH AND SHALL NOT FRACTURE THE SURFACE OF SHEATHING. STANDARD LIGHT -FRAME CONSTRUCTION: UNLESS NOTED ON THE PLANS, CONSTRUCTION SHALL CONFORM TO IBC SEEC. , . ?qs 2308 "CONVENTIONAL LiGHT-FRAME CONSTRUCTION" AND IBC SEC. 2304 "GENERAL CONSTRUCT:Oh REQUREMENTS." '� L OIS TIRE CONTENT: WOOD MATERIAL USED FOR THIS PROJECT SHALL HAVE MAXIMUM MOTS uRE CONTENT OF 19% EXCE ?T FOR „ "•E PRESS6RE- TREATE.J WOOD Sla °:ATE- T `- 4 E MAXIMUM MOISTURE C REO'JIRED MAY BE LESS .. • 9 0•1Eti BASED C\ A : C.ULAR CLA D,NG / :NS:;LAT'ON SYS .M. REFER _0 :,E ARCI•+I SOT'S DRAWINGS. AND PROJECT SPE�= - OiS, OR W1 C_ADO :NG ;NS - A V ER OR MAX :LRCM RECD MENDS MC S �:RE CONTENT. P- -RESERVAT - ,F - RE A lilt \T: WOW VA A,.' ARE RE +RED - 0 BE -RA OD \ A00 CA: A\a M T'" 'BC SEC 23C4 D LCwOh AC NS" ti G A" AN E ES' Aa_L CONF2 _C & A _` S - ANC ARDS Or A.11:.4 CA\ &az .:E'c F_R_ Ass. :: A` 3N, 'L We: - DP SAID '.1Y3� v _AVINA X72 TUBER. RED w o o : __S dti2 w e? v: _ .S - _ Jk _CA MAP CA\ _:MBE R _ _ 3 \2,4 4" ; E IBS:.' O_ k.. MICE 7 _ AR A Vi►Rd > AS' \ VS-A_ *202 d 2 NC -CCA!_ �1_ WAN 2 A : CC & \: M - KC SE: 235. Ts.. Hve -�: ' • 'TVA! .;mot >. -waicc .aide :bt fr'�•- ter"'.. 4' die licentari.aat C..k _ L ,'• •t:a.tc.rs: Prt•• 1 tte ti..aat M:+o■ Caelt Vi�'► rot Tim lbe • wow /arm • i L� : • .is 01.4" :.c *ever aims• ire ..+ar.c+c • ; -4 ., -a�-r► :.�'.t sn! Mlre eta - � � � � ��+�r► ' a.�T�y.it as tic ..e ,�, a �. s %. �..: a :. ash i s. -•.a a+I ac'w•+ . i�'� • - �: -.1 : a. ii a.�r/ .1 �....- .... :� • RECEIVED -'FEB 10 2305' COMMUNITY DEVELOPMENT • - w 0 CC W 0 2, wct w o � Wu )olLLz > , 0 0 cv Q 2(000 5 ;Ex < 7 03 I V `c*co' tri wm m 0 . CJ C%J aL w In 6 0 Li d] .1 IL cc 5 CO CO D SEAL: EXPIRES: 1/02/06 zte/cs PROJECT t: 04 -1 DRAWN: KEZ CHECKED: RAD DATE: 11/12/04 REVISIONS: 0'2/02/05 PERMIT REVIEW SHEET TITLE: STRUCTURAL NOTES PERMIT SET SHEET NL ER: S r WALL TYPE WOOD SHEATHING STUD TRACK TO PANEL SHEAR CAPACITY GAUGk. (3) CONCRETE (`) EDGES c=.�I GL 51/8x18 PONY WALL PONY WALL ; N °° ; .. ` t ;, . 18 go � t " 6 OC 8 408 4 I ,' ] _SIDE C ' t U I 1 0 c 309 on 448 (co SW -- 3 I 7"16" OSB -- • � lrr. ./ . ; WALL TYPE WOOD SHEATHING STUD TRACK TO PANEL SHEAR CAPACITY GAUGk. (3) CONCRETE (`) EDGES c=.�I ,LB ' ) SW- 1 ''16" OS8 -� ' ? 16 " OS8 -SIDE) 18 go 6" b OC " 6 OC 8 408 SW - 2 ] _SIDE 18 go 8 OC 5 O � 3" OC 2� OC 309 on 448 (co SW -- 3 I 7"16" OSB 1 - SIDE 18 qa SHEARWALL SCHEDULE - LIGHT GAGE STEEL 1HIS TABLE BASED ON THE 2003 IBC STEEL STUD SHEAR WALL SCHEDULE (TYPE I, NON - PERFORATED) 2. STEEL STUD SIZES PER PLAN. MINIMUM DEPTH = 3 -1/2 ", MINIMUM FLANGE WIDTH = 1 -5/8" WITH A 3/8" RETURN LIP. TRACKS SHALL MATCH STUD DEPTH WITH MINIMUM 1 -1/4" FLANGES. 16 -GAGE STEEL MEMBERS SHALL COMPLY WITH ASTM A653SS, GRADE 50 WITH MINIMUM `MELD AND TENSILE STRENGTHS OF 50 -KSI AND 65 -KSI. RESPECTIVELY. 18- AND 20 -GAGE MEMBERS SHALL COMPLY WITH ASTM A653SS, GRADE 33 WITH MINIMUM YIELD AND TENSILE STRENGTHS OF 33 -KSI AND 45 -KSI RESPECTIVELY. STUDS SHALL BE SPACED AT 16" ON- CENTER 4. ALL FASTENERS SHALL BE #8 SELF - TAPPING SCREWS WITH A MINIMUM FLAT HEAD DIAMETER = 0.292" AND A MINIMUM PENETRATION OF (3) EXPOSED THREADS THROUGH JOINED MEMBERS. JOINED MEMBERS ARE TO BE IN DIRECT CONTACT. 5. PANEL EDGE FASTENERS SPACING APPLIES TO ALL PANEL EDGES. FASTENERS SHALL BE LOCATED A MINIMUM OF 3/8" FROM PANEL EDGES. PROVIDE BLOCKING AT ALL PANEL EDGES NOT ATTACHED TO A STUD OR TRACK. FASTENERS PANELS TO INTERMEDIATE SUPPORTS AT 12" ON- CENTER. 6. ATTACHMENT OF TRACK TO CONCRETE SHALL BE HILTI X-DNI 0.145 "0 SHANK POWDER ACTUATED FASTENERS OR EQUIVALENT WITH A MINIMUM 1 -5/8" LENGTH AND MINIMUM 1 -1/2" EMBEDMENT INTO CONCRETE. 7. PROVIDE A MINIMUM OF (2) BACK -TO -BACK STUDS AT WALL ENDS. FASTEN TOGETHER WITH #8 SCREWS AT 6" ON- CENTER, STAGGERED. 8. SHEAR CAPACITY REDUCED WHERE REQUIRED PER IBC TABLE 2211.2(3) AND SECTION 2211.2.2, ITEM 5. 9. INSTALL PERPENDICULAR STUDS ® 8' -0" ON- CENTER MAXIMUM AND AT SHEARWALL ENDS. FASTEN BRIDGING CHANNELS TO PERPENDICULAR STUDS WITH MINIMUM (3) #8 SCREWS. LIGHT GAGE STEEL SHEARWALL SCHEDULE SCALE: N.T.S. FLOOR OR ROOF FRAMING PER PLAN • T /FLOOR, ROOF (2) STUDS BACK TO BACK WALL ENDS, FASTEN TOGETHER WI #8 0 6 "0C STAGGERED SHEATHING & ATTACHMENT PER SHEARWALL SCHEDULE EDGE ATTACHMENT PER SHEARWALL SCHEDULE CONCRETE SLAB BEYOND PER PLAN WHERE OCCURS T /SLAB THICKENED CONCRETE FOOTING AS REQUIRED TO ACCOMMODATE HOLDOWN ANCHOR EMBED, TYP C ^' �- 1' '.,_ I I FASTENERS PER SHEARWALL SCHEDULE 17 v 2 2 3 \3. F8 g L' TYP LIGHGAGE STEEL SHEARWALL ELEV SCALE: N - s �I 5 BLOCKING SHEARWALL PANEL EDGES • , • � Y ATTACHMENT SPACING BLOCKING PER PLAN BOTTOM PLATE NAILING PER SHEARWALL SCHEDULE TOP TRACK, TYP HORIZONTAL STABILITY BRIDGING OR BLOCKING 4' -0” OC STUDS PER PLAN INTERMEDIATE SUPPORT ATTACHMENT PER SHEARWALL SCHEDULE HOLDOWN W/ CAST -IN OR EPDXY EMBEDDED THREADED ROD WHERE OCCURS PER PLAN, TYP TRACK PER SHEARWALL SCHEDULE CAST -IN HOLDOWN STRAP PER PLAN WHERE OCCURS, TYP THICKENED CONCRETE SLAB WALL FOOTING 0 INTERIOR WALLS BEYOND PER PLAN WHERE OCCURS CONCRETE FOUNDATION STEMWALL PERIMETER, WHERE OCCURS PER PLAN S' F_M c0 a0 o N 0 0 , 800S'62- 4 3 2 ;C S- ,.K F RAMAZ xR C✓tiRA:C'R T /CURB ELEV = 0' -6" /S -4 8/S -3 (2) 5505162-43 5 " • C.3' e: ' _S it: il'EvA4VER ANC t� #� SCREAS E _ A 7 _ S?.,`_l- -"14• JIC = *CE s;* FRAMII%G wk 8c o c: C t.N . .iLSxE: 5505162 - 43 CO 16" OC WALL STUDS, TYP - HORIZ BRIDGING OR BLKG ® 48 "0C TYP ALL EXTERIOR WALLS 3 • I- OFFSET COLUMN 3 OFF GRID B CJ 19' -0" 13/4%14" PSL MIT3516 TOP FLANGE 4 4 HANGER, TYP ® 16" PSL _ • 8 .7'. F. -A\ k i 1' CJ r I • 1 9, CJ CENTER COLUMN IN WALL, OFF GRID \ HIGH r 16' -0" • Q CJ L, 1 Ex-E. ; C --- 12" SLAB FOR SHEARWALL • 1 r WIDEN FOUNDATION STEM WALL " DURING INITIAL POUR t AT PILASTER, TYP (3) LOOS + #4 x 24" DOWELS 0 18 OC 16" WIDE x 10" DEEP THICKENED SLAB 0 SHEARWALL W/ (2) # MID -DEPTH J L { 1 i 1 — I �t • INTERIOR SHEARWALL. ONE LOCATION ONLY 5/5-3, OFFSET COLUMN 3 OFF GRID 0 CENTER COLUMN IN WALL, OFF GRID 3' -6" SQR x 10" DEEP r J STUD FRAMED PILASTER PER CONTRACTOR TYP (3) LOOS CONCRETE FOOTING W/ (3) #5 EW BOTT - 1 1 50 PSF ADDITIONAL LOAD I AREA FOR MECHANCIAL ,. \ ti i P i GL. 5/_ x18 ' . S 18' -0" SAS T 60 OVER WALL NAIL WA/ (28) 10d COMMON EACH 1 E ./ N�D -R.. SS BEEAR`NG AB . -v: KN .E ElDES F`R ECCS -5,4 I 1? S - • �R'C 2 _C1 �. CJ \T/LEOGER I ELEV VARIES - PROVIDE STRAP ® SPLICE PER 12/S -3 TYP I _ I 5' - 0" CLOSURE STRIP TYP 0 CJ 0 2C OC ' 214 'A c EDGE OF SLAB, TYP 17' -O" SCALE: 1/8" = 1' -0" NONBEARING WALL BELOW PER ARCH. TYP \ \ �\ • • REFER 8/S -3 FOR ADDITIONAL ATTACHMENT !REQUIREMENTS OF PSL OPENINGS, TYP 1/ 14 PSL EDGE OF PARAPET T `.'? EDGE 3 MIN NC. -v' J CJ • FOUNDATION PLAN 4 SOG W/ 6x6 WWF W2.1 xW2.1 0 MID -DEPTH T /SLAB = 0' -0" 7/S r+�GH W CL 0 ..J N 18' -0" \ \ \ `. \ \ \ SIMPSON 173514 TOP FLANGE HANGER MT 14" Tbil d ROOF FRAMING PLAN CL +4J w X W 0 0 0 0 0 N I- v 0 0 N 3 I 2 x.,. 8 75 -SS 3tr2x3 '875 LCCS CJ L_._J 4x24" DOWELS @ 18" OC CENTERED (NO ADHESIVE) TYP INTERIOR SIDES OF CLOSURE STRIP 18' -O" 1 / PSL • \ '\ \ \ `,. \ • \ \ • 15/32" APA RATED PLYWOOD _ SHEATHING LAID FACE GRAIN - PERPENDICULAR TO ROOF I . FRAMING. NAIL 10d ® 6 EDGES, 10d 0 12 "0C FIELD NAILING, UNBLOCKED, TYP, UNO \ \ \ 9/S-3 -"P S- OREFRONf ' SrlEA.RWALL/ r CJ 1 CS'6 x 5-6". 36 PS_ *1 0.32: 8c saAgLS A` , RtE taiSiDtR C'TR /AD JCW'r • CE Cr 3 ,A11 A% i8 &: A_S. re #8 S,.REN'S - 3 S ___ S ti. ( if _ _ . . _ 4.- 20' -0" JOIST 0 STRAP N 0 c� 0 N 4' -6" SQR x 10" DEEP CONCRETE FOOTING WI (4) #5 EW BOTT TYP (7) LOC 2x4 OUTRIGGERS ® 24" MST60 OVER BEAM NAIL W/ (28) 10d COMMON EACH END LEGS TOP FLANGE • \ \ \ • 7/5-3 HIGH :115/ 32" APA RATED PLYWOOD 6 y� c,. . SHEATHING LAID FACE GRA! .' PERPENDICULAR TO ROOF x_ i FRAMING. NAIL 8d 0 6 "0C =13 -25 EDGES, Sd 0 12 "0C FIELD 12/S NAILING. UNBLOC,KFD 0 ar 0 18" 3\ER"ANG BO S KVE BRACES 4 ARC!--. UJ OL 0 1 LOCS RECEIVED CCOMM OFFSET COLUMN 3 OFF GRID 0 CJ CENTER COLUMN IN WALL, OFF GRID E pc a. L_ 1 C D NO CURB CURB 11/S-3 ( ---- 15/32" APA RATED PLYWOOD SHEATHING LAID rACE GRAIN . PERPENDICULAR TO ROOF FRAMING. NAIL 10d 0 21/2"0C EDGES, 10d 0 12"0C FIELD NAILING, BLOCKED \‘`' \-' i (2) 550S162-43 8/S-3 STUDS TRUSS WOOD ROOF TRUSSES • 9/S-2 CORNER BEARING ABOVE, rrP cp 1.3 cc .01), ui LIJ 3 Cf) a: r s W (/) 8 r. z cf cS 'M < 7 03 C:;9, rc?) 03 7. 1 co w c r a co -; 0 sig C\I ca u„. W Lo Z 0 u- _,0,1 cv o. cc L I CC1 CD SEAL: INN< EXPIRES: 1/02/06 CC LLI C.) co < ° Imm .!;;; CC .1 EN° co - cr) 4:::) .:Ne: c y) PROJECT #: 04 DRAWN: KEZ CHECKED: RAD DATE: 11/12/04 02/02/05 PERMIT REVIEW SHEET TITLE: STRUCTURAL FOUNDATION AND ROOF PLAN PERMIT SET SHEET NUMBER: S-2 NOTES: 1. FOR SPLICE LENGTHS REF GENERAL NOTES 2. FOR WALL REINFORCING REF PLAN 3. AT FOOTING & STEM WALLS, CORNER BARS TO MATCH FOOTING & STEM WALL HORIZONTAL BARS. TYPICAL CORNER BARS AT CONCRETE WALLS SCALE: 3/4" = 1' -0" NOTES: 1. FOR CONSTRUCTION OR CONTROL 2. USE "SOFTCUT SAW" AS SOON AS SAWCUT ALONG SHORT DIRECTION 3. PROVIDE CONSTRUCTION /CONTROL SCALE: 3/4 = AT CORNERS l EAT - : = v. PER PLAN SPICE _ LEA NGTH TYP CORNER BARS TO MATCH HORIZ REINF AL.TERNAiE EACH SIDE r CORNER BARS TO MATCH CROSS WALL HORIZ REINF - CROSS WALL #4x24 "024 "OC DOWEL INSERT SUBGRADE PREPARATION PER GEOTECH REPORT SAWCUT OR 1 PREMOLDED JOINT SUBGRADE PREPARATION PER PLAN • • • CONSTRUCTION JOINT CONTROL JOINT /8SCREW06 OC 40 l ( EA, . ES' AT INTERSECTIONS TYPICAL SLAB ON GRADE JOINT DETAILS • t � HOOK EXISTING SOG VAPOR BARRIER WHERE REQUIRED COMPACTED STRUCTURAL FILL OR COMPETENT NATIVE SOIL PER PLAN WWF REINFORCING PER PLAN JOINT LOCATIONS REF FOUNDATION /SLAB PLAN. POSSIBLE WITHOUT CAUSING RAVELING OF CONCRETE EDGES. OF POUR FIRST. JOINT TO ENCLOSE APPROXIMATE SQUARE AREAS OF 225 SF MAX VAPOR BARRIER WHERE REQUIRED COMPACTED STRUCTURAL FILL OR COMPETENT NATIVE SOIL PER PLAN PER 1 z W ----- PER PLAN D-3'« tx SECT1ON AT STOREFRONT WALL PIER - RAN VIEW • BEAM AT COLUMN SCALE: 1" = 1' -0" #4 0 18" OC W/ HOOK EA END T /SLAB PER PLAN T /FTG PER PLAN SCALE: 3/4" = 1' -0" EAT H INC PER PLAN U a z /4 3 /1 6 3 /1 6 NOTE: COLUMN OFF GRID WHERE OCCURS (GRID COLUMN • & FOOTING SIZE & REINFORCEMENT PER PLAN SPLICE WHERE APPLIES r O TYPICAL HSS COLUMN FOOTING DETAIL GLULAM BEAM PER PLAN SIDE R 1 / 4 "x8 "x 15" LONG EACH SIDE W/ (4) 3 / 4 "m A307 BOLTS BOTTOM Ft. 1 /2 "x 15" LONG COLUMN PER PLAN COLUMN PER PLAN INFILL CONCRETE PER TYP CONTROL JOINT DETAILS 1"± GROUT SLAB ON GRADE PER PLAN COMPETENT NATNE SOIL OR COMPACTED STRUCTURAL FILL PER PLAN _ BASE R PER PLAN, ANCHOR - BOLT EMBED = 9" 8d 0 4"OC TO BLKG 2x BLOCKING AT BRACE W/ (2)16d END NAILS EA END (4)16d FACE NAILS EA END ROOF TRUSS PER PLAN, TYP SCALE: 1" = 1 -0" SCALE: = EXTEND VERT WALL REINF C,RB * /14 0 •0R:Z ® TOP WHERE OCC:; • PRE - MANUFACTURED WOOD TRUSSES PER PLAN CURB DER ARC- 0 al-ERE DC....RS SJ Oh ;RADE /R ti. PER D. AN � = AAA - C+■• PER NC S`R!R A SAW CCNC. ;CX, - wC- & INF ROOF SHEATHING EDGE NAILING INTO BLKG OVER TRUSS LTP5 ® 24" OC (2)16d END NAILS 2x6 BRACE ® 48 "OC W/ (4) 16d NAILS EACH END SHEARWALL R ATTACHMENT TO MATCH WALL BELOW EXTERIOR SHEARWALL PARALLEL TO ROOF TRUSS EXTERIOR SHEARWALL PERP TO ROOF TRUSS CLOSURE STRIP PE DL AN 0 S:wl X � 24 " PER PER OVERHANG VARIES PER PLAN H1 TIE 24" MAX PER ARCH • GABLE END TRUSS 2x BLOCKING 0 BRACE w/ (2) 16d EACH END OUTRIGGERS PER PLAN /'- FACIA PER ARCH SHEARWALL SHEATHING TO MATCH WALL BELOW W/ 10d x 1 COMMON NAILS IN PLACE OF SCREWS SHEARWALL R ATTACHMENT PER SCHEDULE & PLAN LIGHT GAGE STEEL TRACK PER PLAN LIGHT GAGE STEEL STUD WALL PER PLAN SHEARWALL ATTACHMENT & SHEATHING PER SCHEDULE & PLAN ROOF SHEATHING & NAILING 2x BLOCKING W/ MAX (2) 2" VENT HOLES CENTERED VERT. ROOF SHEATHING EDGE NAILING PER PLAN LIGHT GAGE STEEL TRACK PER PLAN LIGHT GAGE STEEL STUDS PER PLAN ALIGN WITH TRUSSES SHEARWALL SHEATHING & ATTACHMENT PER PLAN & SCHEDULE COLD- FORMED STEEL • STUD WALL PER PLAN Sr NG PER PL 1 , l& SH ARVIALL SCHEDULE - RACE( AND ArrAC; -MENT DER D:.AN za e z s �rz U t z ∎Arrr : 54x1 CR .:CIIIPACTZ PtlA FACIA PER ARCH TJI JOIST AND HANGER PER PLAN T /SHEATHING PER PLAN PANEL EDGE ATTACHMENT PSL TO BLOCKING WHERE SHEARWALL OCCURS 13/4"x14" PSL PER PLAN W/ (8) #10x2" SCREWS 4 EACH STUD, PROVIDE (8) SCREWS EA TO (3) STUDS ((24) SCREWS TOTAL) EA SIDE OF OPENING SCALE: 3/4" = 1' -0" - c. \ � , `y�� co°%,,e.n' T /SHEATHING PER PLAN TJI JOIST PER PLAN II TOP TRACK 550T150 -43 ROOF PANEL EDGE NAILING ROOF SHEATHING PER PLAN MST STRAP ® LEDGER SPLICE PER 12/S -3 TOP TRACK 550T150 -43 ROOF PANEL EDGE NAILING ROOF SHEATHING PER PLAN MST STRAP @ LEDGER SPLICE PER 12/S -3 PANEL EDGE ATTACHMENT PSL TO BLOCKING WHERE SHEARWALL OCCURS 1 "x14" PSL PER PLAN W/ (8) #10x2" SCREWS 0 EACH STUD. PROVIDE (8) SCREWS EA TO (3) STUDS ((24) SCREWS TOTAL) EA SIDE OF OPENING PARALLEL JOIST AT WALL SCALE: 3/4" = 1' -0" V 48" OC PO 4412. %II TYPICAL EXTERIOR WALL FOOTING _:cAL: 3/ • • - ,• T /PARAPET PER ARCH T/SH EATH ING PER PLAN BLOCKING WHERE SHEARWALL OCCURS PANEL EDGE ATTACHMENT WHERE SHEARWALL OCCURS LIGHT GAGE STEEL STUD WALL PER PLAN (3) STUDS 0 EACH OPENING (24) SCREWS (TOTAL) �''- -- BRIDGING OR BLOCKING PERPENDICULAR JOIST CONNECTION AT WALL T /PARAPET PER PLAN BLOCKING WHERE SHEARWALL OCCURS PANEL EDGE ATTACHMENT WHERE SHEARWALL OCCURS LIGHT GAGE STEEL STUD WALL PER PLAN (3) STUDS 0 EACH OPENING (24) SCREWS (TOTAL) �`~-- BRIDGING OR BLOCKING 048" OC a WALL FRAMING PER P:AN OBL STUD 0 LEDGER S?..CE I _/:AR c. xR a • 3LOC'K:NG ®�• " OC . R DER D _, N V__�_ �_`•_E 9__X_R w - A (fit EA z RECD FEB 1 Nth c comissif • LE : AL . i U Z w 0 v/ CC 2 W N ♦ "J z >� r W m� W to JaY CO Co 0 SEAL: Itog< PROJECT #: 04 -145 DRAWN: KEZ CHECKED: RAD DATE: 11/12/04 REVISIONS: PERMIT REVIEW SHEET TITLE: PERMIT SET SHEET NUMBER: 11:1 UJ a: 0 w O r W O N..J< CD CD C 7 7 CO N 7..1 co (3) 0 co L 7 r o N lL N co O W TYPICAL DETAILS AND SECTIONS S -3 i • • :L= STUD PER PLAN --�" EACH SIDE OF COLUMN WI HILTI X -DNI 0.145 "0 PAF ® 24" OC, STAGGERED NOTE: 1. A35 OCCURS AT ROOF RAFTER EACH SIDE OF COLUMN. SUBSTITUTE HILTI X -DNI 0.145"0 PAF FOR NAILS TO COLUMN TOP ft. USE SINGLE A35 IF COLUMN OCCURS DIRECTLY UNDER TRUSS. 2. FIELD LOCATE PLATE UNDER RAFTERS EACH SIDE OF COLUMN. USE T.. 1 / x 5 x 5 COLUMN TOP PLATE IF COLUMN OCCURS DIRECTLY UNDER TRUSS. COLUMN CONNECTION AT HIGH ROOF SCALE: 1" = i' -0" 6" ) A35 (NOTE 1) STEEL STUD WALL PER PLAN, WHERE SHEAR WALL ATTACH STUD EA SIDE OF COLUMN W/ (10) HILTI X -DNI 0.145"0 x / LONG PAF EVENLY SPACED, EDGE SCREW SHEATHING TO EA STUD I 3x3x'/ x 6" LONG w /(1) 5 4" 0 THROUGH BOLT, TYP EACH SIDE 3/ " E'L 1 /2" x ' 0" HIGH x 70 WIDE HSS 3X2X0. • 875, TYP (3) LOCS 3/ FtiS- PER ARC- LCCS 1 6 4' -3" It 1 / 8 " CAP WELD ALL SIDES • �r / _ • v .< v im _ F_ S .a'v% C..._ ^:. • .. F _3\ PREMANUFACTURED WOOD ROOF TRUSSES PER PLAN EDGE NAILING PER PLAN 2x BLOCKING RIPPED TO FIT r- SHEATHING PER PLAN TOP TRACK PER PLAN CONTINUOUS OVER COLUMN 1/ x 5 1/ 2 ., x 2.-11/2" COLUMN TOP PLATE (NOTE 2) HSS COLUMN PER PLAN C.) 1 / STRAP LENGTH 2 SECTION A, 11/S -4 0 CORNER COLUMN SEC' ON: B. 0 CCR' R SE_ :\ C. .0 :3'E; 1 /2 x 10 HIGH x 1 0" #DE MOUN T PLATE W/ (d) =/2 "0 IAEL.DEi TREADED S .JDS AT 1 • /2 TYP EDGE GAGE CC,-;MN PSL PER PLAN CS16 x 30" LENGTH 0 JOIST ON LAYOUT EA SIDE OF COLUMN W/ (26) 8d NAILS 1 /2 EA SIDE, BEND STRAP DOWN PSL - SS 414%3 25 S - A' D -J-- T ;2' LOGS 1 3 7 �� H SS .N\ .. - .c - 'S - T & 'Cl. A - 0% PSG REFER TO 2/S -4 FOR CONN. 0 HIGH ROOF ''JI JOIST PER PLAN . • I- .- i 2 r ( 2' .,"*.1 GA.�c - 47. . et:_':V 1 W • 4 '1'2' A (2' 3.'• Lx -. , • E: a:1ti BLOCKING TO FIT SIMPSON S /H1 CLIP AT EA RAFTER LOW ROOF SECTION SCALE: 1" = 1' -0" RAFTER PER PLAN SHEATHING PER PLAN, TYP +SS - 0 / I-SS -C - ,SS. . / 3i .7 '6 S EDGE OF WALL, TYP P -D P F r' -� SHEATHING PER PLAN EDGE SCREW SHEATHING PER PLAN SHEATHING PER PLAN SHIM W/ PLYWOOD EDGE SCREW SHEATHING PER PLAN, TYP TYP IL u_... LJ SE v 3 A. - 3P V . ON. 0 CORNIER • %.%G :y � SECTION C: SHEAR'WALL STUD CONNECTION r_ HSS 4x4x0.25 STANDOFF HSS COLUMN PER PLAN '-S5 = ER P:Aty, - "P -SS 4 1E44.25 S A.NX,;"* • • L 1 x 1 x 54MIL x 6" LONG CLIP W/ (4) #8 r - SCREWS EACH LEG STEEL STUD WALL PER PLAN HEADER PER PLAN Po4H 2- COLUMN REPLACES HOLDOWNS AT GRIDS C -5 FOR SHEAR WALL ALONG GRID LINES C & 5; ATTACH STUDS AT HOLDOWN TO HSS COLUMN W/ (10) HILTI X--ONI 0.145'0 PAF EVENLY SPACED 1/2- x 10" HIGH x 7 WIDE (8" AT OPP k) MOUNT PLATE W/ (2) 1 / 2 - 0 THROUGH BOLTS AT 11/2" TYP EDGE GAGE, TYP TWO LOCATIONS y / x 10" H'GH x 7" WIDE (71/2" AT OPP '; VOL NT PLATE W/ ( T EDGE GAG E TYP 7W C.) .00A NS • • ED; :E. - � _MC _C(JL (NS t ) 4E- E4 ',: c -a = ; 4 INIANC€ a :t hF. :RW C% - :Cti � :P -CM1 � 'J c" I D = . tD S � = +�t: ` �t�- ?cam � . -�c` YEW. ....hS .l. L ` .F ..:ANC, - CNS `' ,.LL Vii: W ..t- 3P " MEN a vc:LN }EN +_." r ' • � - _.M�•� Vr _ • ' ' -�.. E±E : -E_ - _C(A TYPICAL BUILT -UP HEADER SECTION SCALE: 1" = 1' -0" L 1 x 1 x 54 MIL x 31/2" LONG CLIP W/ (3) #8 SCREWS EA LEG, TYP L 1 x 11/2. x 54 MIL x 31/2" LONG CUP AT TOP AND BOTTOM OF BUILT -UP COLUMN. ATTACH W/ (3) #8 SCREWS AND (2) 0.1450 PAF TO CONCRETE, TYP (2) LOC — L 1 ' /2 x 1 1 / 2 " x 5 4 M! L x 3 LONG CLIP AT TOP AND BOTTOM OF BUILT - UP COLUMN_ ATTACH MATH (3) 18 SCREWS EA LEG. TYP I FRAMING ABOVE WHERE OCCURS „so ac , SECTION A —A TYP # 0 16” OC TYP BUILT -UP HEADER PER PLAN #8 0 12 "OCTYP CONT 550T125 -54 TRACK TOP AND BOTTOM OF HEADER. ATTACH WITH #8 SCREWS 0 16" O.C. 550T125 -54 BEARING PLATE I -- 1 .' 1 F.E` • SVPSC) •6 Wi (8' & S` {E S , 4 0 .r . S:?E' - C SEE_ S - .:D Sl • M • SCRaE1 SSE_ •rc - 24 - 24 I ''' 550T200-54 X 7" LONG (800S HEADER) OR 550T200 -54 X 5" LONG (550S HEADER). ATTACH TO COLUMN WITH (12) #8 SCREWS AND TO HEADER WITH (6) #8 SCREWS TO EA SIDE OF HEADER NOTCH BOTTOM TRACK FLANGE AS READ TO AVOID HEADER ATTACHMENT CONNECTION I 1 1/2" X 1 1/2" X 54 MIL X O' -4 1/2" LONG CLIP. ATTACH WITH (3) #8 SCREWS ON EA LEG. TRACK PER PLAN (WHERE OCCURS) L 1 1/2" X 1 1/2" X 54 MIL X 0' -3 1/2" LONG - CLIP AT TOP AND BOTTOM OF BUILT -UP COLUMN. ATTACH WITH (3) #8 SCREWS EA LEG (OR (2) 0.145 0 PAF TO CONCRETE FLOOR WHERE REQD) (2) 550S163 -54 STUDS xIIxIIxIIx TYP BOTTOM TRACK 1 II x II CS16 x 36" LONG STRAP, I CENTERED ON BEAM I W/ (13) #8 x 1" SCREWS EACH SIDE GLB PER PLAN, FULL I BEARING OVER STUDS --�-- TOP TRACK PER PLAN, TYP i TYP WALL STUD TYP TOP TRACK (5) #8x2 / PAN HEAD WOOD SCREW, TYP EA SIDE SHIM EACH SIDE WITH PLYWOOD TO CENTER BEAM, TYP KING STUD, TYP BUNDLED STUDS PER PLAN BOTTOM TRACK PER PLAN #8 x 1 / 2 " SCREW EA SIDE, TYP BEAM POCKET AT STEEL STUD WALL, CORNER CONN. SCALE: 1' = 1' -0' GLB PER PLAN, CONTINUE TO FAR WAIL TOP TRACK PER PLAN, TYP PER FLAN Sr` V M .lti. PiCz . w r v 4_ • t_ i- 3 C! 5 -'.,.CS • '.4∎4 / _ _ BEAM Pope AT STEEL STUD WALL, CORNER CONN. iFEB 11) w CC O W la W C� W 3 o W u)oLLiz ap o N .J Z �83oom Q r � m : 7 M 0 J Zt5-6 w Q C LO LO 0 W �NN LL O • w cv Y Q. U. or -, CO CO D SEAL: X05 I EXPIRES: 1/02/06 cia) a5 c 0 a < I— as w 1 " 1 " � Cf) .40C: tE! co - Y e) I `T I.... PROJECT it: DRAWN: CHECKED: DATE: REVISIONS: 02/02/05 PERMIT REVIEW SHEET TITLE: PERMIT SET I • • S TYPICAL DETAILS AND SECTIONS SHEET yIJMER: 04 -145 KEZ RAD 11/12/04 -4 EXIbyT NG FREEW POLE SIONAGE ONE -STORY RETAIL .�� i ii ■■C=liCCi= I MINZ2 AXMCC= »CC=2 =C ■/E111■1:1 CTY ■� ■Ii - - �!!'ar ■rr�l►rr■■I■I■■I ■ ■a,...., 5,766 GR06S SQ. FT. ���' E ZONING COM /LI tLlGHT INDUSTRIAL) �.; , fp -:� -.w �'- •■��•_....I___ - ...- -- -- -ice.-• , �r r ■■ - i , p r SIDEWALK • caonc CONNECTION TO MIL PROPERTY PROPOSED TRANSFORMER PAD 23 SBV 4 3TCP AC TYPE I LANDSCAPE BUFFER 12-6' WITH MIN. 4TCP r % ► �'/.: 1 � HYP -: My , ei Apo% to 111 N... :1 ort4 41164.,. . Mb. Amill• :1 AIM,. - -fir - -- - - 0 , -,-,E,-,,,........................„, ..... _.., A f ..- � .�� � �� 1�4I , • r' ,�K�" i � i w -;- % tI i1_f � ♦ w -' y +' ~' , �- �' �-• - �.� .. �_ T � � Imo/ ' "'^oiW_` N/ , .........- -Ai., _i.e.- go ,.. SCALE: 1' =20' -O' 22 OIL GROUND MOUNTED MOIRJIENT SWAGE SY 07 S SEPARATE PERM, PROVIDE a sox porta TO BAS INTERURBAN AVENUE DLYA ELECTRIC TRANSMISSION LINE R.O.W. DLY C LANDSCAPE PLANTING PLAN 0 10' 20' 40' 80' DLYA NORTH TREES IN LAWN TO RAVE J DIAMETER M EM RING. 2 LWP1N PROPOSED 5 CCM SIDEM AUrIPEIESTRIAN CONNECTION TO AUL PROPERTY DLYB • 5 BHM DLY A DLY A DLY A MINI-116U 0 SCAMS BY TBNem SIGHT DLSTANCE TRIANGLE (SYMBOL TYPICAU STRIPED PAVEMENT NRT1a OGNACS TYPE II LANDSCAPE BUFFER s WIDTH MIN. �J 4 4 _ 24 PLANT MATERIAL LEGEND ale Indicates Drought Tolerant Plant Material Abrev. Cariunon Name trees * EGA Emerald Green Arborvitae * TCP Thunder Cloud Plum SlIM Bow Hall Maple * CFP Capital Flowering Pear shrubs A71 C Azalea 'Nino Crimson' DVD David Viburnum * NBJH Northern Beauty Japanese Holly OLL Otto Luyken Laurel * SBV Spring Bouquet Viburnum SLP Spiraea Little Princxss VIP ground cover/ symbols CTY Candy Tuft * DLYA Day Lilly *DLYB *DLYC BF HT -P AC Day Lilly Day Lilly Blue Fescue Heather - Purple Annual Color * HYP Hypericaum LAWN Botanical Name Thug occidentallis 'Emerald Green' Prunus cerasifera 'Thundercloud' Acer rubrum •Bow Halr Pyrus calleryana'Capftar Same Viburnum davidii hex crenata 'Japanese Holly' Prunus laurocerasus 'Otto Luyken Viburnum tines 'Spring Bouquet' Spiraea japonica 'Little Princess' Iberis sempervirens Hernerocallis 'Anzac' Hernerocallis 'Stella de Orra' Hemerocallis'Ice Carnivar Festuca ovina'Glatxa' Erica carnea - Purple Per Landscape Architect Hypericaum calycinum 1 Sod from Country Green Trinity Supreme. Olympia, WA With alternate bid for hydroseed with 'Fine Lawn Rapid-Gro Lawn' from Briar Group, Inc. NATIVE PLANT MATERIAL LEGEND * Indicates Drought Tolerant Plant Material Symbols Abney. Common Name trees --- OA * Oregon Asb - WRC ale Western Red Cedar native shrubs EVR * Evergreen Huckleberry 0_ NR * Q -- ROD * DOG * Nootka Rose Red Osier Dogwood Dwarf Oregon Grape Botanical Name Frallnus latifolla Thug plicata 'Low Grow Erosion Control Mix' 'I` 45% Enka Turf � Group, Inc. or approved «� 452 Ensylva CreepingRed Fescue 102 White Dutch or New Zealand Clover Seeding Rate 80 IbJaacre 1'caL/1388 4' ligt /B&B 12'x12' /cont. 12'x 12' /cont. 18' 24' lg .BBB, Matched 24' hgticont. 18' hgtioont. Vaccintum avatum 12' hgtJaont Rosa nootkatensis hgtfoont. Cornus stolonifera 18' hgtfoont. Mahonia repents I gaL cont. at 36" oc triangular spacing BIOS" WALE: Rake smooth all disturbed areas. Remove all construction debts, rocks and other debris greater than 2' in diameter. Remove debris from site. Pocket plant native plant material per detail, using 502 Gro-Co from Sawdust Supply, Inc or approved equal and 502 orrsIte soil free from rocks and debris greater than 2' in diameter. Install 2' depth, 3' diameter mulch per each plant. Add Osmacote granules per Garral constructica Notes and crown to drain. Hydroseed in all other areas. LANDSCAPE CONSTRUCTION NOTES s' hgt./B&B - Matched 2' ca1JB&B Matched at 6 branch 2' cal. /B&B Matched at 6' branch 2' cal./B&B 1 galioont. at 36' oc at triangular spacing I galJcont. at 24' oc at triangular spacing 1 gaL/cont. at 24' oc at triangular spacing 1 galJcont. at 24' oc at triangular spacing I gaL/cont. at 24' oc at triangular spacing 1 gaL/cont. at 36' oc at triangular spacing 4' pots at 8' oc at triangular spacing 1 gaL/cont. at 36' oc at triangular spacing 1. Contractor shall secure all necessary permits for work required from the Qty of Tukwila. All work performed shall conform with the City of Tukwila, landscape and irrigation requirements, codes and specifications. 2. Locate, protect and avoid disruption of all above and below grade utilities and site features prior to onnstruction. Contractor is responsible for any resulting damages during construction. Call before you dg at 1(500) 424 - 5555 3. Clean subgrade by removing all undesirable vegetation including grate, weed blackberries, scotch broom and poplar seedlings including roots. Leave subgrade in landscape areas minimum 9' below paving in shrub beds and 5' below paving in lawn areas. Remove all debris from Ste. Remove contaminated soils from planters that have been covered by asphalt. Remove soil from site. Scarify soil and import new 60-40 topsoil mix from Puget Sound Topsoils. Crown bads to drain. 4. Provide minimum 6' depth 60-40 mix from Puget Squad Topsoil (253)833-0374 in all shrub beds. Scarify subgrade by rototilliog and add topsoil on surface. Add additional topsoil as needed to contour shrub bads including required berms. 5. Provide minimum 4' depth 60-40 mix from Puget Sound Topsoil ( 3) 833-0374 in all lawn beds. Scarify subgrade by rototilling aid add topsoil on surface. Add additional topsoil as needed to contour and level lawns. Sod from Country Green Trinity Supreme from Olympia, WA. Provide alternate bid for hydroseed with Tine Lawn' Rapid Grow Lawn from Briar Group, Inc 6. Erosion Control Are Clean all construction debris from site Rake smooth and remove aN rocks and deirts greater than 2' in diameter from site. Hydrniaeed per specs. 7. Provide minimum 2' depth fate blend hem-fir mulch to all planting beds. Mulch from Sawdust Supply, Kant, Washington. Fill all planting beds and lawn arras to within 1 of top c aH awls and weals. Slope al piarttirg beds and limn areas to drain 8. Provide one (1) year warranty far all plant materials and workmanship. 9. Verify all quantities shown on the plant list and plans. If discrepancies exist between dos graphic representation and Idle numeric totals, the graphic representation shall rule 10. All plant materials to be specimen quality with full, symmetrical trunk aid foliate unless otherwise nosed Fertilize all plantings with 'Otsrnoote pisrt granules. Install 2 as per tree hrger than 3,1 cup per tree less thin 3. 1/2 cup per 5 gal, 1/4 per 2 and I gaL. 1/8 cup per 6' and 4' pots. Place at base of *eat after moka has been wed 11. insure proper drainage of all planting boles prior to installing plant materials. if *aft holes do not drain err if heavy clay semis are evident contact h dscape architect. U. Fill all planting bads and lawn areas to within 1' of top of a1I cubs and waits. Berm al planting bxls and ban arcs to drain. 13. MOM to be removed 2' front behind extruded art in painting beds after paving is ainpielled and before plant vial is butane Pcizi•-•40t2•••ft • SOH. MIX 4' TURN BUCKLES EACH STAKE s SWIM HARDWOOD OR CEDAR STAKES NOTE: INCLUDE 4 BERM FOR AFTER II STALL EXCAVATE AREA 2 TSIES DIAMETER OF ROOTBALL MINIMUM 12' TOPSOIL MOUND ROOTBAL1. DETAIL TREE PLANTING NO SCALE is i ii .�,,�,�� ��� `�'_ .Llll�illIIIZIIIIIIITZI % `� EXCAVATE 2.1/2 TIMES DIMMER OF ROOT BALI. DETAIL CONIFER PLANTING NO SCALE . Q SUeGRnDe 12' MIN. DETAIL SHRUB PLANTING NO SCALE NEW SHRUB NEW TREE TREE TITS UT RUBBER HOSE W/92 GALV. WatE DOUBLE STRAND TWISTED, 3 - LODGE POLE PBS STAKES - T LONG ALLY a w GRADE E DEPTH TREE WRAP SECURE WI CLOTH TAPE TAPE UP TO BRANCH STRUCTURE SET TREE AT ORIGINAL DFPN 2' ABOVE Fi119*D GRADE 7 MULCH SAUCER GUY SPACING FINISH GRADE B&B PLANT: REMOVE BURLAP & TIES FROM TOP OF ROOT BALL CONTAINER PLANT SCARIFY SAS OF ROOrTBA1L COMPACTED SOIL MIX DETAIL GROUND COVER PLANING NO SCALE 120% TREE TIES 1/2' RUBBER HOLE W/ 12 GAUGE WIRE (GALV.) P STT1ON ROOT CROWN 12' ABOVE P1NEH GRD. 2' MULCH LAYER AFTER SETTLEMENT 0.11Jwi TYPE PER SPEC.) BI JRL P �� PLANTING SOILMIX CAS SPEC./13ACKFILL EXISTING St18CRADE PLANT CEN1ER ROW SPACING AS NO' ED ON PLAN (TRIANGULAR) SET PLANTS • ORIGINAL DEPTH • FINISH (MADE, PRIOR TO SPREAD /AWN 7 WWI (TYPE PER SPECS) F1N81 GRADE HACKER L sOL MIX t'MD: PER SPECS; aWINc aOGRnuE 0 414 9";fcc) - '' 4. FOR SUBMITTAL ONLY NOT FOR CONSFRUCFION USE S RECEIVE) CITY OF TbICYy1 NAB PERMIT CENTER . • � Fa scALE r a ' DAM ! MON MAIM Li UlD WPM= Ms Lauchlin R Bethune Associates, Inc. ASLA LANDSCAPE ARCHITECTURE & PLANNING, ASLA P.O. Box 1442 Maple Valley, Washington 98038 phone: (425) 432 -9877 fax: (425) 432 -9878 e-mail : Ibe g.com STATE OF WASHINGTON REGISTERED LANDS C ARCHITECT R BETHUNE CERTIFICATE NO. 462 REVISIONS 11.12.04 ISSUED FAR PERMIT 03.04.05 Cri'Y DO ID SET TUKWILA RETAIL 1303E IN'T'ERURBAN AVENUE TUKWLA, WASHINGTON LANDSCAPE PLANT NG PLAN .SOB NO '24140 L 1.1 33.69 -S 1 1/z TRANSFORMER PAD RY MENU 1 1 /�' ONE -STORY RETAIL 5.166 GROSS SQ. Ff. \-AUTOMATIC CONTROLLER SITE ZONING COM /LI (LIGHT INDUSTRIAL) -s 21.s2 -S MIIIM111111•11M111111111111111111111111111111111111111111111111111111MINkammil , / IIIIIIIIIINIIHNIIIIIIIIIIMIIHIIIIIIIIIRIIIIIIIIIIIIIIIIHIIIIIIIIIIIIIIIIIIIINN1 Nun 3111r..: 11II L_ _;�■1liu uuauu llU�l 1t111131111111111fi1111111111111l 67:= I S . =3 6, PROPOSED s CONC SIDEWALK CONNECTION TO ADJ. PROPERTY 2927-S E1(USTNG FREEWAY POLE SIGN ACE 3/4' 3/4' 3/4' 1 la SL 1 1/4' 1 1/4' 3/4' 3/4. GROUND MOUNTED momuostaT WW1 BY OTHERS lglARATE PORED PROVIDE 7 BOX I POWER TO BASE ir LANDSCAPE IRRIGATION PLAN 10' 20' 40' 80' SCALE: r=20 • 3/4' 1' 1 34.63 -S 1 1/2' S 1 11212 t 1 1/4' 3/4' INTERURBAN AVENUE l ELECTRIC TRANSMISSION LINE R.O.W. NORTH 1 1/2 POINT OF CONNECTION (SEE DETAIL) PROPOSED S OONC SIDERAUUREIZSTRIAN CONNECTION TO ADJ PROPERTY 1- 1 1 1' !/4' 1 1/4' Y TENEPIT 1 1 1 1 I L 4 1 1 1 1 1 IRRIGATION LEGEND SYMBOL o RAIN BIRD 1804 W/15H-LA MPR PLASTIC NOZZLE 30 is D RAIN BIRD 1804 W /lSQ-LA MPR PLASTIC NOZZLE 30 15 m RAIN BIRD 1804 W /12H MPR PLASTIC NOZZLE 30 12 QS RAIN BIRD 1804 W/12Q Iv1PR PLASTIC NOZZLE 30 12 da RAIN BIRD 1804 W /tOH MPR PLASTIC NOZZLE 30 10' I% RAIN BIRD 1804 W/ 10Q MPR PLASTIC NOZZLE 30 Id USE USE 17 HT P HEADS I ALL l�iOC�ATIONAS�ING STALLS. • • • els • • B RAINBIRD PEB SERIES AUTOMATIC AUTOMATIC coN�xCONTROL VALVE, sSIZE PeR PLAN AND PROVIDE AMTEX CONTROL BOX & MIN. 2 QT. FT PEA GRAVEL VALVE KEY MANUFACTURER RAIN BIRD 1812 W/ 15F MPR PLASTIC NOZZLE RAIN BIRD 1812 W/ 15H MPR PLASTIC NOZZLE RAIN BIRD 1812 W/ 15Q MPR PLASTIC NOZZLE RAIN BIRD 1812 W/ 12F MPR PLASTIC NOZZLE RAIN BIRD 1812 W/12H MPR PLASTIC NOZZLE RAIN BIRD 1812 W/12Q MPR PLASTIC NOZZLE RAIN BIRD 1812 W /10F MPR PLASTIC NOZZLE RAIN BIRD 1812 W/ 10H MPR PLASTIC NOZZLE RAIN BIRD 1812 W/ 10Q MPR PLASTIC NOZaE RAIN BIRD 1812 W/8F MPR PLASTIC NOZZLE RAIN BIRD 1812 W/8H MPR PLASTIC NO77 E RAIN BIRD 1812 W /8Q MPR PLASTIC NOZZLE RAIN BIRD 1812 W/ I SSS " MPR PLASTIC NOZZLE RAIN BIRD 1812 W /15EST MPR PLASTIC NOZZLE 6 20.32-S IRRIGATION NOTES • VALVE NUMBER PSI RADIUS GPM LOCATION 30 15 3.70 SHRUB 30 15 1.85 SHRUB 30 15 0.93 SHRUB 30 30 30 30 30 30 30 30 30 12 17 12 10' 10' 10' 8' 30 4'x30 30 4'x15 VALVE GPM (GAILONS PER MINUTE) S - SHRUB 1 L = LAWN -VALVE SIZE VALVE PSI (OPERATING PRESSURE) U 1.85 LAWN 0.93 LAWN L30 LAWN 0.65 LAWN 0.78 LAWN 0.39 LAWN 2.60 SHRUB 130 SHRUB 0.65 SHRUB 1.57 SHRUB 0.78 SHRUB 0.39 SHRUB 1.18 SHRUB 0.59 SHRUB 029 SHRUB 121 SHRUB 0.61 SHRUB e MUELLER BRASS ISOLATION VALVE, SIZE PER P.O.C. DETAIL, INSTALL IN ROUND 6' AMIEX CONTROL BOX Ir►.• FEBCO DBL CHECK VALVE, SIZE PER P.O.C. DETAIL, INSTALL IN LARGE AMIEX CONTROL BOX PER DETAIL RAINBIRD QUICK COUPLER VALVE 44RC, ASSUME 1' UNLESS YFHERWLSE NOTED ON PLAN. PROVIDE HOSE SWIVEL INSTALL PER DETAIL RAINBIRD ESP 8LX+ - 8 STATION AUTOMATIC CONTROLLER. PROVIDE CONDUIT TO POWER SOURCE. POWER BY OTHERS. t__ GLEN HILTON MC MINI CLICK 11 RAIN SENSOR WITH BY -PASS SWITCH. INSTALL ON BUILDING. 7 ML � . 3/4' 7 S SCHEDULE 40 PVC MAIN LINE, SIZE PER PLAN. MIN. DEPTH 18' BELOW FINISHED GRADE. CLASS 200 PVC LATERAL LINE, SIZE PER PLAN, MIN. DEPTH 12' BELOW FINISHED GRADE. CLASS 200 PVC SLEEVING, SIZE PER PLAN, MIN. DEPTH 18' BELOW FINISHED GRADE FOR MAIN LINE CLASS 200 PVC SLEEVING, SIZE PER PLAN, MIN. DEPTH 12' BELOW FINISHED GRADE FOR LATERAL LINES. BED LINE 1. Irrigation design and layout assumes minimum 80 Ib.. static water pie 65 GPM at point of connection. Verify PSI and GPM, if discrepancy exists report to Lampe Architect and owner before proceeding. Provide alternate bid for additional Water Pressure Reducing Valve by WATTS if necessary for irrigation system. 2. The Landscape Contractor shall inspect the site and verify existing conditions and dimensions prior to bidding and aorntn ctioa 3. Irrigation plan is diagrammatic. Adjust pipe, valves and irrigation heads according to field conditions and plant locations. Report any discrepancies to Landscape Architect 4. Coordinate irrigation points of Connection and location of automatic controller with General Contractor. 1 -1/7 Water Meter by General Contractor. Coordinate all work with other trades involved. 5. All valves will be placed in valve boxes in a manner which facilitates access for mahxaiathoe. Locate valves in shrub and ground cover beds unless approved by Landscape Architect. No valve bons in lawn areas. 6. All components of irrigation system shall be installed and adjusted to provide adequate coverage and no aver spray ono buildings, windows, or paved areas. Contractor is responsible for providing a complete working lion system 7. Contractor is responsible for any damages to building and infrastnEttee during landscape construction & Bury control wires below mainline and tape to mainline every 10' ac- 9. Flush =ankle before installing valves. Flush zone lines before installing maim Tat entire system before badcfillig trenches 10. Electric Valves and Baad flow prevention assembly to be placed in below grade valve bows and installed in shrub beds Verily that valve boxes are not planed where plant materials are to be installed. Provide sleeting under all paved sorfaxs. 11. Provide full coverage to all lawn and shrub bads. Install additional irrigation heads as necessary to whine full coverage and water to all P 12. I20 AC Electrical power source at controller location shall be provided Gam' Contractor. The Landscape Contractor shall make the final connection from the electrical source to the =troller. All wiring per L & I Codes 13. All vr1gat on beads to be installed perpe ndiuukr to finish grade unless otherwise specified 14. Winterairg the systent The irrigation contractor shall install a manual drain valve assembly. Dram the mainline shall be accomplished by irszoducing compressed air into the system tdirough the quick coupler valve at the point of conriectioet 15. Demonstrate waking system to building mainaahanee ummager upon completion and 16. Watt all utilities before digging_ Call 148001 424 . 17. Install irrigation system is accordance with al applicable codes and ordinances. 18. Mount Rain Sensor near top of budding. Place in approved location with Landscape Architect. 19. From controller t>s1Tao ace spare ydbw wire to each valve boat. AD wine splices to be fa wire DBY-Drect Bury Splice by 20. Contractor to provide reproducible myiBr As-built drawings to Ludwig* An fact ct prior to coeerout of job. 21. Electrical control wires to be spliced m control banes only. 22. Asphalt and/or concrete to be removed 2' from behind extruded awl) or sidewalk in pioneer. 23. Provide one yaw warranty for parts, materials and workmanship upon final acceptance date friars owner for work completed Per irrigation Om 24. irrigation shrub heads to be 17 height pop -up heels with 6 height paprup herds adlreent to s1 bead an Perking staff. irn A /115 DETAIL: QUICK- GOVPLIN6 VALVE NO SCALE AMISH Raa JUMBO %RIME soot BUSS Beak WILyE D 2 CU. FT MOO CAMEL SWAP PO i NT OF CONNECTION DETA I L 1 1/2" WATER METER 8Y OTHERS ES (WATER PRESSURE REOUCMIG VALVE - WATTS) 1 1/2" STOP VALVE - MUELLER 80 PVC UNION 1 1/2" DelL CHECK ASSEMBLY MANUAL DRAIN VALVE 2" MAIN UNE QUICK COUPLER 1' cn NO SCALE + / GR o /FOP M + POP -UP SPRAY SPRINKLER: /P P ST � NOZZLE 4' POP -UP HEAD (LAM) 12' POP -UP HEAD (SHRUB) (SEE LEGEND) W/t •--PAC MAMLME PIPE PVC LATERAL PIPE tfaiL PLACE ALL LAWN HEADS MIN. 2" FROM EDGE OF CURB OR WALK 00 NOT CONNECT INTO 510E PORT OF HEAD DETAIL: POP-UP SPRAY SPR I NKL ER FINISH GRADE/TOP OF MULCH w QUICK -GOVPU G LVE: RAIN BIRD YODEL 7 VALVE BOX 111‘11 COVER: e-NCH SEE 3-001 rNalUUY EPTH D OF 3/4 --1101 HASHED GRAVEL StlBGRAOE PVC SDI SO NIPPLE ((LENGTH As REQUIRED) PVC SCR 40 STREET ELL P1Irr sal so NIPPLE 01116114 As REQUIRED) SW PVC S 40 STREET ELL PVC SCH 40 TEE OR ELL • WORM RM PIPE PVC SCSI 40 ELL 2" x 2' CEDAR 'STAKE W/ STAINLESS STEEL GDR CLAMPS OR EQURRLDIr NOTE: SUPPORT SYSTEM 1. iUARl6F1 F1TIM1(,'S AND PPM NOIIiALLY SG= RDEM1<"JiL. TO NOMINAL QUrd( cOUPLNG VALVE WET sax. IPIPIE FROM ac.R- or- commaMow NO SCALE DETAIL: REMOTE CONTROL VALVE MIL A - jai SAMAR AE EMSIR aS aioLOSSS Sr LOCAL CST AND AE LAA amt. AMP, LOCAL ASCArna OOPS Misr VD SIDoLL IKAL PAIL: BACKFLOV4 PREVENTER No SCALE FOR SUBMITTAL ONLY NOT FOR CONSTRUCTION USE AEDuCED PEE parw SCHEDULE SD *I LE *WPM (1 OF 2) ( SCHEDuLE v Lemon vrILVE Boot SCHEME SO 1V E.1. (1 OF a) SOME 40 APE -QRUIC K COUP UFR 101111111L OWN MIL* • r.RUa APE 2 -1,7 Lauchlin R Bethune Associates, Inc. ASLA LANDSCAPE ARCHITECTURE & PLANNING, ASLA P.O. Box 1442 Maple Valley,Washington 98038 phone: (425) 432 - 9877 fax: (425) 432 -9878 e-mail : lbethune pring.com STATE OF WASHINGTON REGISTERED ARCHITECT LA R. BETHUNE CERTIFICATE NO. 462 REVISIONS 11.12.04 ISSUED FOR PERMIT 03.0405 CITY Ca0 TUKWILA RETAIL 13038 INTERURBAN AVENUE TUKWILA, WASHINGTON REC LA x T ukwu MA.; 3' ,, PERMIT CENTER LANDSCAPE IRRIGATION PLAN JOB Tao. •24140 L2.1 h • File: D04 -0412 35mm Drawing #1 -2 APPENDIX- CHAPTER 29- PLUMBING FIXTURES REG SEOT1 /N, TABLE A -21 -A OCCUPANT OROUM1 AREA FACTOR OLOSETN LAVE UNISEX DRINNINO FOUNTAIN MAP Fl (RETAIL) 6,111 SF 00 SF 170 BOO. PI F I I M F I I B 0 TOTAL REQUIRED, 2 2 B B TOTAL PROVIDED, (TWO TOILETS UNDER THIS PERMIT) II !MB N. - - -- 4 4 0 6 SIN•LE -PLY ROOF MEMBRANE OVER RI•ID INOUL. PARTITION NOTES CONTRACTOR TO VERIFY ALL DIPENSIINS. AU. DISCREPANCIES PLAT BE BROW/if TO THE IMMEDIATE ATTENTION IF THE ARCHITECT FOR DIRECTION. ALL PARTITONS, UNLESS /T}ERON NOTED, SHALL BE CONSTRUOTED WITH METAL STIRS AT 24' 0.0. WITH 6 /S' TYPE 'X' OT•$LR WALLBOARD EACH SIDE. THERE SHALL BE NO FANNED PIPE, OO QUIT, DUCTS, VENTS, ETC. ALL 6UGH LINES SHALL BE CONCEALED OR FURRED A/O FINISHED, UNLESS OTHERRIISE NOTED AS EXPOSED CBN6TRUOTION ON DRAMOS. OFFSET STUDS, WHERE REQUIRED, S• THAT FINISHED PARTITION SURFACE WILL BE FLUSH, UNLESS OTHERSG1E NOTED. PROVIDE RRRINO AT EXI6TINO PARTITIONS AS REQUIRED TO INSTALL ELECTRICAL ITEMS M INDIOATTD ON The DRA WI tlI. DOOR AND CASED OPENINO6 WITHOUT LOCATION DIMENSIONS ME TO BE SIX INCHES FROM FACE AT HINGE 6117E BF DOOR TO ADJACENT PARTITIONS. CONTRACTOR TO VERIFY DIPENSION6 FIR AE. PLUM* PARTITIONS. PARTITION LEGEND * BALL TYPE- SEE BALL LEG SHEE END T AL.I N >�a DERISI 4 PARTmoN - •• FETAL STUDS ISTH 5/•' TYPE 'X' 608 € SI FLOOR TO DE ON G DE OF PARTIT16N FROM WOO NSULA INSULATION I PARTITION. VF1. FUUTIARE S TENAN � T I ITS ANCI OTHER THAN MERCANTILE MAY T EO. RATED •0OLPALOT SEPARATI BALL. ee� PLUPBINI PARTITION - I• PETAL MX • 24' •C. 6TH IOC LAYER OF STATER RESISTANT ORO AND AND WALL REM/101W)/ BL• -N71W PI FOR FIXTURE •UNTIW, FROM FLOOR TO UNDERSIDE OF OEILIW RV 1411,R0 INSULATION. a- SEE WINO•W SCIEDULE BEET A2J I. ALION FINNfD SURFACES. 2. ALION AT CORNER 0. ores SERER VERIFY PER PLUPBINO 4. BUILDINO PHONE/ GABLE SERVICE , PROVIDE SURFACE MD. /BMA RFATNERPR/IF CABINET. 6. TENANT ELEOTRIODU. PANEL , 0 PHASE 120/20b 125 AMP. SERVICE. O. PROVIDE WALL PALMED FIRE EXTINOUISHER T. FLAT 01140. $LAB READY TO RECEIVE TENANT PROVIDED FLOOR COVERINO 1. 500- APP EULDINO SERVICE PANEL AND METERS IN SURPASS! RM. NEMA SEATHE RPRO•P OADINET PA ENAMEL NT ENL TO PIATCH OUILDINO 0•LOR NWN 1. OAS RETER (4) OR I PER TET. 10. TENANT ELECTRON. PANEL, 0 PHASE 12•/281- ]01 Al!' SHRVIOE. 11. BALL FINNED PRE - FABRICATED ALLHIN.11 EL) AMR STEW LADDER PROVIDE ON IV SECURITY PAM. • BOTTOM OP LADDER NO PROVO! R OIF•VER HUSH PARAPET RAIL EXTENSION/. '•TOgF!' INS MODEL NC 600 IR APPROVED MAL FILE COPY miIt Nos 12. Bd01 J6N. IVTI2 BY *TFSR! tT A 4T) I0. PROVIDE W EB. SPMED ELEOTRIOAJ. OUTLETS. 14. HOSE BIB. GENERAL NOTES STATER SERVICE NOTE, PROVIDE I' EATER SERVICE FOR EA TENANT. VHR l is REpJIREPENT6 subj documents does to errors or • • 7 c Sion MB 1 a ' � � 1 � �MVV•. ction -PP - - ed• 1 ,\ • � � is • Of irtmarl a &DALE, I " :I' -8" EigyasioN5 No changes Cpl shall be made to the © of wok without prior approval of Tukwila Building Division. NOTE: Revisions will require a new plan submittal and may include additional plan review fees. HVAO UNIT WITH FACTORY SELF - FLASHING CURB (PER MOH. i f - DESI•N- BUILD) TREATED 4 X 0 CURB /TAPERED F LEVEL TOP) LAO BOLTED TO DECK/ FRAMIN•. 7.8740158610 ROOF DECK SOLID BLe INN • OPENING PER STRUCTURAL TYP. MECH. CURB ME ATV SEI TAW. FOR T16PTINI TFE STS IONINO REOUI .0. SECTION SEPARA /O � EMIT REQUI . FOR: i Mechanical / E k!c bical Plumbing Gas Pipsng .Ity Of Tukwila BUILDING DIVISION i 4'-4• . I•'-4• 1r -O' I /4' /FT. I'- I91' -1,• FUIURE PBTENTW. DI711SIN• CALL UNDER TENANT' PERMIT 1'- 191' -1O' ROOF PLAN 4' -2' E0.. 1 d i 111, -0, 11'-•• Dabe: My of BUILDING p qy I l lil i lli i_I IIIIII Inch 1/16 /18 1 r FLOOR PLAN SCALE, I /• " -I' -O" T.B. PLTWOID 1 1 1 1 1 I 1 I 1 . 1 1 i 1 1illli l lllllllill 5 g6 E I I I I I I I I I I I I I� LI I I bb 6 b g L 9 `, E ,•. r I� WTI III�IIII IIII�I poLl O r S cl \ I • � 1 1 plannln� O Inletlert\ artblteclore DESIG 22000. 64th Avenue W., Suite 2F Mountlake Terrace, WA 98043 T: 425.670.6706 F: 425.774.8219 REGISTRATION I AIRIVERT I PROJECT NAME GRAMOR DEVELOPMENT TUKWILA RETAIL CENTER RETAIL CENTER 13038 INTERURBAN SOUTH 14JKWILA, WA. DESIGN TEAM PROJECT NO.: 4!.444 PRINCIPAL: MM DRAWN BY: DH CHECKED BY: MM_ OL ITAII !OPT AtCN ISSUED /REVISIONS — 1L2LQ! DESIGN REVIEW 11.SLQl ISSUED FOR PERMIT 11,1A415 CITY COMMENTS / 810 SET PROJECT CONSULTANTS REEIVED CITY OF TUKWILA SEP 15 2 PERMIT CENTER SHEET TITLE FLOOR & ROOF PLANS SHEET NO. A2.0 NFLL TT.. STOREFRONT 6TISTER 2'X 4-t2 DLR. MOD. ALUM. FRAME W I' DL R. INWL. •LASS U•VALUE• .• MIN. CENTERED IN FRAME 6.11 •SAFETY •LAN SCALE, 0 /10 "• Dien:mo r DOORS 211LL HAVE U- VALUE OP OR STOREFRONT FLIED PANELS OIL HAVE U - VALUE OF 0.15 10'-4' 4 ' El.�E nn �iu� 56 ti H1111111111 y Ea. j E!. n 60. nn ICI SLIDER OGGRD. SYNDOYJ wee/ ITT SU TENANT 4' -2' 0 IIIIIIJI iI�II III i III III III III' 1 — FII;I II I i ll I i- -I I I 1 1 1 TII III III III IlI III III I, Il I .1 Inch 1/16 . 1 J I I I. E6 Zb 4 6 I L 9 IIIIIHIIIIIIIIiIIIIIII111111 .I i li.11 III! :J!I Ii111111i II i .LI 1. 111 �IIIIIIIIIIIIIIIIL II IIIIIF II PAINT (EPDXY/ PAPER TOICEL DISPENSER P -LAPI WAINSCOT 1611TH METAL TRIP/ (MEET SEC. 11101.1.1 KEW I -1/2' CRAB BAR OS'mex 68' min 1T1n1 1" h.(mInJ6ELF -00 ONO T SHEET VINYL BASE MEET ISO 1210.1 REEL NOTES, I. PROVIDE DRAIN WITH TRAP PRIMER FOR EACH RESTROOM 'VERIFY WITH LOCAL CODE RE$J 2. PROVIDE IOIAINSOOT OVER I .ATER- RESISTANT OIOB. 6. CRAB BARS TO MEET ALL ANSI 004,1.4 REOUIREMENT6 4. PROVIDE 61NOLE LEVER HANDLE FAUCET SET 11' MAX. FROM THE FRONT EDGE OF THE SINK1 OR COUNTER. MEET ANSI 100 RES. RES. S. MEET ALL IBC AND ANSI REOUIREFIENTS FOR ACCESSORIES PAINT (EPDXY) P -LAM 31AINSOOT 1611TH FOETAL TRIM 7108' PIEET SEG. 101.1.1 REOJ TOILET ELEVATION SCALE, I /4' ■I' -0' I -I/2' CRAB BAR NAPKIIN PIS,. TOILET PAPER O" h.(minJSELF- COVINO SHEET VINYL BASE PIEET SECTION 1210.1 REO. O SCALE, I /4'•I' -0" LIGHT FIXTURE (v.rit ) MIRROR •. VERIFY INSULATE EXPOSED HOT WATER LINE AND DRAIN LINE RESTROOM ELEVATION CD TOILET 112/122 ENLARGED PLANS SCALE, I/4 " ■I' -0" s�. p 22. 246 CM auk 130.0,0G DVISION panning tarlart arcltlactan DESIG 22000 - 64th Avenue W., Suite 2F Mountlake Terrace, WA 98043 T: 425.670.6706 F: 425.774.8219 REGISTRATION _ PROJECT. NAME \ IECROTEDEE A$€IfTE€T IRATE 1111 OTON GRAMOR DEVELOPMENT TUKWILA RETAIL CENTER RETAIL CENTER 13038 INTERURBAN SOUTH TUKWILA, WA. DESIGN TEAM PROJECT NO.: 04.006 PRINCIPAL: MM DRAWN BY: Sift CHECKED BY: MM SHEET TITLE ENLARGED PLANS SCHEDULES SHEET NO. A2.1 NELL ISSUED /REVISIONS 1U2.Q4 JSSUED FOR PERMIT 4d.SL4.03 CITY COMMENTS / BID SET PROJECT CONSULTANTS RECEIVED CITY OF TUKWILA SEP 15 2005 PERMIT CENTER DOOR & WINDOW IEDULE DOOR • RATED WIDTH HEIGHT TTP THIAI4 MAT. FINISH FFIAT, EE HARDWARE REMARKS IMA - 8' -1• T-O' 6 1 0/4' AL Al.. AL. Mitt-/ INSULATED SAFETT •LAN 1006 - 0'4' 1'-O' A 10/4' 1°ITL. R. Hq. FT. 162-2 110 120 108A - 0'•41' r r r 0 m O' 10/4• HI1•1 INSULATED SAFETY !LASS - - 0' -0• 0'- !'0AIN 10/4' HYJ-I HIS-I INNA.ATED SAFETY !CARS 1 0/4' 1000 - 0'-1' T'-O• A I 0/4' MTL. PT. HR. PT. HI2-2 INSULATED SAFETY N.AU 140 - 0' -.' T-O' A I 5/4' PTT.. PT. 1111, PT, H2-2 DOOR TYPES HARDWARE TYPES - VERIFY WITH OWNER HIL-I • I -I/2' PR SUIT HIN/E5,17: 'ED DEAD DIALT, READER STRIPPING, DRIP, TMREWEHOLD, CLOSER 1 PUSH•WLL HANDLES. 153-2 • I -1/2' PR OuTT HI/0132, LEVER HANDLE LGCpSCT, REAM DRIP, THRESEHOLD, OLORER 162-111 • 1.1/2' PAIR 0117 HINGED, LEVER HANDLE PRIVACY UNMET, SILENCERS. 122TEt ALL DOORS TO 6E EOAPPED NTH LEVER -TYPE LATOHINO HARDYURE OR OTHER APPROVED HANDICAP AOOESSIDLE DONFIOLRATION PER Leo SF-OTION RIM. HBIIr A MET eR MEDIAL 1202110•E OR I EFFORT. .. 1' .. i - O B 0 A STOREFRONT DOORS BILL HAVE U - VALUE of OR STOREFRONT FIXED PANELS ROLL HAVE U - VALUE OF 0.18 WINDOW TYPES TT.. STOREFRONT 6TISTER 2'X 4-t2 DLR. MOD. ALUM. FRAME W I' DL R. INWL. •LASS U•VALUE• .• MIN. CENTERED IN FRAME 6.11 •SAFETY •LAN SCALE, 0 /10 "• Dien:mo r DOORS 211LL HAVE U- VALUE OP OR STOREFRONT FLIED PANELS OIL HAVE U - VALUE OF 0.15 10'-4' 4 ' El.�E nn �iu� 56 ti H1111111111 y Ea. j E!. n 60. nn ICI SLIDER OGGRD. SYNDOYJ wee/ ITT SU TENANT 4' -2' 0 IIIIIIJI iI�II III i III III III III' 1 — FII;I II I i ll I i- -I I I 1 1 1 TII III III III IlI III III I, Il I .1 Inch 1/16 . 1 J I I I. E6 Zb 4 6 I L 9 IIIIIHIIIIIIIIiIIIIIII111111 .I i li.11 III! :J!I Ii111111i II i .LI 1. 111 �IIIIIIIIIIIIIIIIL II IIIIIF II PAINT (EPDXY/ PAPER TOICEL DISPENSER P -LAPI WAINSCOT 1611TH METAL TRIP/ (MEET SEC. 11101.1.1 KEW I -1/2' CRAB BAR OS'mex 68' min 1T1n1 1" h.(mInJ6ELF -00 ONO T SHEET VINYL BASE MEET ISO 1210.1 REEL NOTES, I. PROVIDE DRAIN WITH TRAP PRIMER FOR EACH RESTROOM 'VERIFY WITH LOCAL CODE RE$J 2. PROVIDE IOIAINSOOT OVER I .ATER- RESISTANT OIOB. 6. CRAB BARS TO MEET ALL ANSI 004,1.4 REOUIREMENT6 4. PROVIDE 61NOLE LEVER HANDLE FAUCET SET 11' MAX. FROM THE FRONT EDGE OF THE SINK1 OR COUNTER. MEET ANSI 100 RES. RES. S. MEET ALL IBC AND ANSI REOUIREFIENTS FOR ACCESSORIES PAINT (EPDXY) P -LAM 31AINSOOT 1611TH FOETAL TRIM 7108' PIEET SEG. 101.1.1 REOJ TOILET ELEVATION SCALE, I /4' ■I' -0' I -I/2' CRAB BAR NAPKIIN PIS,. TOILET PAPER O" h.(minJSELF- COVINO SHEET VINYL BASE PIEET SECTION 1210.1 REO. O SCALE, I /4'•I' -0" LIGHT FIXTURE (v.rit ) MIRROR •. VERIFY INSULATE EXPOSED HOT WATER LINE AND DRAIN LINE RESTROOM ELEVATION CD TOILET 112/122 ENLARGED PLANS SCALE, I/4 " ■I' -0" s�. p 22. 246 CM auk 130.0,0G DVISION panning tarlart arcltlactan DESIG 22000 - 64th Avenue W., Suite 2F Mountlake Terrace, WA 98043 T: 425.670.6706 F: 425.774.8219 REGISTRATION _ PROJECT. NAME \ IECROTEDEE A$€IfTE€T IRATE 1111 OTON GRAMOR DEVELOPMENT TUKWILA RETAIL CENTER RETAIL CENTER 13038 INTERURBAN SOUTH TUKWILA, WA. DESIGN TEAM PROJECT NO.: 04.006 PRINCIPAL: MM DRAWN BY: Sift CHECKED BY: MM SHEET TITLE ENLARGED PLANS SCHEDULES SHEET NO. A2.1 NELL ISSUED /REVISIONS 1U2.Q4 JSSUED FOR PERMIT 4d.SL4.03 CITY COMMENTS / BID SET PROJECT CONSULTANTS RECEIVED CITY OF TUKWILA SEP 15 2005 PERMIT CENTER File: D04-0412 35mm Drawing #3-4 IZ 11'401 • 3 4. • • . . . . . . • . . . . . . . • • . f • (M13 Sr..Y.•-\ • . . • /. • • • • • • • • • • • .1 . 75.62 • • • 1 • • • .. ...... • ..... \ '.-- , q . ... .: . . d ' •- •tr) • . LL, 1 OW 0' CP. (,)■t 4 9 4 ) / I , N , , /. • I • i \Ao \ . • •—ti- zo. ( . • • \ . : : . . . i ' ( mr ' • ) : • : . „),, A 4 ..) . v \ - 7 -. •• - ip$ .. Al o\'‘' 1-,J, . • \ . k 4 • • • loov - Q.- I:WA-RUNE NATO? ONE • . ' - c. . . ....-..... 12*. \____• • . ...,..;,...,\:, Liwii..._ . I X. CHAINTINK FENCE .,,• fi ..... CONC. PIPE' " ' N's G 1 17100 492220" E: AND LIGHT R.O.W. f EATTLE POWER 4 0.k • G. —FEL -EPH NE •••••••••• X. U. G. POWER EINE SEC TWP $ " 11..1 1 • 91 1 Eli' Z11. 1.11. 01 1111111/111111/111[11111111111 R G E oG go • • * • . • • • . .C/ • • • . 30.00 • • • • • • • .B.2..0t. • '.1" • • ',,-, , X: DVERHE' A 0 • 0 Wt.-- • : IAIE • . • •. . • . f ' • • • • . . . • . • ..---, ..<:\ v!;.1., --- • • . • ( ---- '?:' ' . • . • • • ' • 1 ....., ... , .-+ I ... .... •... .. • 1 . , " 111 A 11111-1111-i11111 61 11 III 1 1 1 I I 61 Inch 1/18 3 l . 1 9 11 _II I 1111 111 ,111 • 277..33 •4. • • 1 • • • • • • • • • EXISTING CONDITIONS PAVEMENT = 26,769 SF (0.62 AC) GRAVEL = 8,805 SF (0.20 AC) GRASS = 7,419 SF (0. 1 7 AC) CD 2005 THE BLUELINE CROUP THE BLUE L I IV IE 13ROLJFI 25 CENTRAL WAY, SUTTE 400 KIRKLAND, WA 90033 P: 425210.4061 F: 4252104062 WWN.THEIILUELINEOROUP.031.1 u lJ 4i SCALE: HORIZ: 7=.30 VERT.N/A ropy OBERa PE PROJECT MANAGER NEN RUINOP90 DESIGNED BY BEN RUMPS° DRAWN BY 3/4/05 JOB NUMBER: 04-055 BHT o r 2 VI/ •N r• " • •• • • • ,,.4-' • ... • • •• • • 1 • •'••••....- .0- • ,..,\,) . • ••••,..., . t, . .—T"' -------.• • • ,...— I. .• . . . - . '-..,, '•. • .. • . • . ', • .. • . .• • '. l'` e i, ,, • . • •. •• • . • ..,s • . • . • . • • . • . s • . •. • •,s. 4922'2( EA TTLE P OWER ‘',4 ND 14/' • • • • • r • • . • . . . . • • ().o.., . * • • • • . • 4E1."• CONC.. Pia • • • . . ' • • • • • • . • •. • • • 1 .. „,•'4.- • • II . • * • . • p. • . • . . • . • ,\..) \``•• ) NC ) SEC TWP RGE . . . . . • . . • . . . . . . . . • • • • • . . . . . . . • . . . . . . . . . • • • . . . • . . . • . • . . . . . . . . . • • . . . . . . . . • • • • . . . . . . • . • . . • . . . . . . . . . . • . . . • . . • . • • • • . . . . . • • . • . . • . • . . • ' . • ' . • ' . • . • . • . • . • • • . . . . . . • . . . • \ 40.00 • • • : • ..., .• . • • . • . • • • • . ..... . .•;u• • uw. . . • • . 30.0o •. • . . . . • :.,..-: ••-:- • • • • •t32.0 . .f. • ' ' • • • • • 1 • 11 • . • • ...- -1- .J• 54,, i j i l ... • . . • ' .. • • c). 11}',., 1 1 • . 0 1/4' \ -' ..,,...,,..,,,. r • , 1 1 1. ..•.•. L3.• • . • • • ( ... • • • *. • 122 DEVELOPED CONDITIONS IMPERVIOUS = 34,000 SF (0.78 AC) GRASS = 8,997 SF (0.21 AC) Inch 1/16 ; - 11 r ,- '0,413 ' ,-• ' 61 H 1111 171- I 11 111. .1111 I 1 111 • i74:• I 1111 1 1111 111111 II I ; I 1 1 111i1_1111 111111111 1.1'11 fill 111111!_11 1111 IIII 1111 1111. 6 0 2005 THE BLUEUNE GROUP I THE ■=. BLUE L_ I IE CI Pt U 25 CENTRAL WAY, 8UTTE 400 KIRKLAND, WA 96033 P: 425.2113.4051 F: 425215,4052 WVVW.THEBLUEIJNEOROUP.COM Li ti SCALE: HORIZ: VERT.N/A 7 A. 09Din PE PROJECT MANAGER l am r RUTPOSBIll DESIGNED BY OEN RITKOW30 DRAWN BY 03 m a a 3/4/05 JOB NUMBER: 04-055 smr 2 OF 2