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Permit L97-0030 - SPRINT SPECTRUM - CONDITIONAL USE
L97 -0030 SPRINT SPECTRUM PCS ANTENNA FACILITY DESIGN REVIEW orwr T H E W A L T E R G R O U P October 6, 1997 120 Lakeside Ave. Suite 310 Seattle, WA 981224578 (206) 328 0808 Fax (206) 328 0815 Michael Jenkins City of Tukwila Dept. of Community Development 6300 Southcenter Boulevard Tukwila, WA 98188 Re: Sprint Spectrum permit to place 'a PCS facility at the Burlington Northern Intermodal Yard Dear Mr. Jenkins: The land use permit for this project (L97 -0030 & L97 -0031) requires that the monopole be painted to match the AT &T monopole, nearby. The AT &T monopole has a galvanized steel finish. This is the basic color which monopoles come in unless another color is specified. While color was not specified on the project's building permit plans (D97- 0256), the pole which has been ordered for this project is the standard galvanized steel pole. This pole will match the existing AT &T pole in appearance. Thank you for your work on this project. Sincerely, THE WALTER GROUP, INC. Martin Spencer Garthwaite Zoning and Permitting Specialist CITY OF TUKWILP' 4C• 4'6 igS7 PERMIT CENTER :Q' • QQ2 Wes: U0 co o W =;t, CO LL:. u. Via. Z t. o; Z W WL ,C) (0; Ili la = V: 1L 0 - O; Z; 1=- Z. , A F F I D A V I T L Notice of Public Hearing LI Notice of Public Meeting O Board of Adjustment Agenda Packet D Board of Appeals Agenda Packet Q Planning Commission Agenda Packet D Short Subdivision Agenda Packet O Notice of Application for Shoreline Management Permit 0 Shoreline Management Permit r O F D I S T R I B U T I O N hereby declare that: 0 Determination of Non - significance O Mitigated Determination of Nonsignificance O Determination of Significance and Scoping Notice 0 Notice of Action 0 Official Notice X Other 0 Other was mailed to each of the following addresses on � 0C . aLQ o c._ctr\- aQ P O r._. \aO ■ Name of Project Signature File Numbers 4Th OD Got-1 3D " To: • • City of Tukwila John W. Rants, Mayor Department of Community Development Steve Lancaster, Director NOTICE OF DECISION September 2, 1997 Sprint Spectrum (applicant) King County Assessor, Accounting Division Parties of record (See Attached) This letter serves as a Notice of Decision and is issued pursuant to TMC 18.104.170 on the following project and permit approvals. At their August 28, 1997 hearing, the Planning Commission approved the applicant's request for a Personal Communications System (PCS) Base Station, to be located at the Burlington Northern Intermodal Yard, 12400 - 51st Place S., with the approved configuration attached to this Notice of Decision and including the following conditions: 1. At the time of submitting for a Building Permit, the applicant shall provide a detailed plan showing plans for restoration of the bioswale adjacent to the monopole. The color of the monopole shall be the color designated as 'New Moon' depicted in Attachment G to the August 21, 1997 Planning Commission staff report. A revised landscaping plan with non - deciduous trees that are a minimum of 10 feet high at planting. PROJECT BACKGROUND a. Project file number: L97 -0030 (Conditional Use Permit) L97 -0031 (Design Review) E97 -0014 (SEPA) The name of the applicant who is also the current property owner(s): Burlington Northern Intermodal Yard 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 431-3670 • Fax (206) 431-3665 i� z; mow. J U U0 U CI' U) J CO w0. u- a.. 52 a. w M' Z . I— 0. Z ut D o; 111) uj 0 • co: • 1, September 2, 1997 Notice of Decision L97- 0030/L97 -0031 - Sprint Spectrum c. Project Description: Textual description as well as 8.5" x 11" site plans, building elevations and other appropriate characteristics. Application to install a Personal Communication Systems (PCS) Base Station, comprised of an 80 foot monopole with up to twelve accompanying antennae and ground mounted equipment located on an adjacent screened and gated concrete pad d. Project location: Burlington Northern Intermodal Yard 12400 - 51st Place S. Tukwila, WA 98188 e. The permits submitted concurrently with this application: Development Permit f. Environmental threshold determination (if any): Determination of Non - Significance (DNS) Property owners affected by this decision may request a change in valuation for property tax purposes notwithstanding any program of revaluation. Administrative appeals for the various permit Types are discussed below. The period for administrative appeals is 14 days, starting from the issuance of this Notice of Decision. The administrative body hearing each appeal is shown below. All appeal materials shall be submitted to the Department of Community Development. Appeal materials shall contain: 1. The name of the appealing party, 2. The address and phone number of the appealing party, and if the appealing party is a corporation, association or other group, the address and phone number of a contact person authorized to received notices on the appealing party's behalf, and •.f.14 � w, m� rnarzt�ar. ta4 t c ?'� ki ii «� d4 �f rM W t s <aa n ,e tifr n k. ;WS? � �t i9 >a:, Xti3l4'''�H t" ; irao: '.5`i'�:�!' +: Y r�'�ii4TF�S.vh- .ua��ie =k r'..�i'i.+�. ri4;��a�',w z lip ar- ryws 0 t .N p: ww w =! co LL' w 0 g w¢; D. N a, z�-. ILI w. 0 Off'. wW = t 0 w z co, U O z. • September 2, 1997 Notice of Decision L97-0030/L97-0031 - Sprint Spectrum 3. A statement identifying the decision being appealed and the alleged errors in that decision. The Notice of Appeal shall state specific errors of fact or errors in application of the law in the decision being appealed, the harm suffered or anticipated by the appellant, and the relief sought. The scope of an appeal shall be limited to matters or issues raised in the Notice of Appeal. Project materials including the application, any staff reports, and other studies related to the permit(s) are available for inspection at the Tukwila Dept. of Community Development; 6300 Southcenter Blvd.; Suite 100; Tukwila, WA; from Monday through Friday, between 8:30 AM to 5:00 PM. The project planner is Michael Jenkins, who may be contacted at 206-433-7142 for further information. Parties of Record Martin. Garthwaite The Walter Group 120 Lakeside Avenue, Suite 310 Seattle, WA 98122 1,400ePtIrMeeepizznassi,fikw • City of Tukwila John W. Rants, Mayor Department of Community Development Steve Lancaster, Director STAFF REPORT TO PLANNING COMMISSION PREPARED AUGUST 21,1997 HEARING DATE: August 28, 1997 NOTIFICATION: On July 8, 1997 staff mailed Notice of Application to surrounding properties. Notice of Hearing was posted and mailed to surrounding properties on August 7, 1997. Notice of Hearing sent to Seattle Times for publication on August 14, 1997. FILE NUMBER: L97 -0030 - Conditional Use Permit L97 -0031 - Design Review APPLICANT: OWNER: REQUESTS: Sprint Spectrum Burlington Northern Intermodal Yard 1. Conditional Use Permit approval for the installation of a Personal Communication Services (PCS) base station, . comprised of six antennae, on a monopole measuring 81 feet in height. 2. Design Review of monopole ASSOCIATED PERMITS: Development Permit LOCATION: 12400 - 51st Place S DEVELOPMENT AREA: 651 square feet COMPREHENSIVE PLAN DESIGNATION: Manufacturing Industrial Center /High (MIC /H) ZONE DESIGNATION: Manufacturing Industrial Center /High (MIC /H) SEPA DETERMINATION: DNS STAFF: Michael Jenkins 6300 Sn,,thnv'ntnr Rnr,lavar.�i C�i /tn 11100 T»kwlla Wachfnrrtnn OR 1 PP e (9f61 AZ 1.x/,7(1 e Far• (VW 4.31.3h6c z . z_ 0: C.) 0: CD o` Cnw: • wz J w Oi H w; z�: n V 0; i0 oi ;w W O; :z Staff Report to the Planning Commission ATTACHMENTS: B. r") L97 -0030 & L97 -0031 Sprint Spectrum PCS Tower /12400 - 51st Place S. Site plan Enlarged site plan and elevation for the monopole and ground equipment. C. June 2, 1997 letter from Airspace Safety Analysis Corporation D. Computer - enhanced Photographs with antennae details E. Statement from AT &T regarding Collocation policy F. Landscaping Plan G. Computer - enhanced Photographs with color detail for monopole r Staff Report to the L97 -0030 & L97 -0031 Planning Commission Vicinity /Site Information Project Description Sprint Spectrum PCS Tower /12400 - 51st Place S. FINDINGS The applicant is requesting Conditional Use Permit approval with Design Review to install a Personal Communication Services (PCS) base station, comprised of an 80 foot monopole that will support up to four (4) antennae per array. Each antennae will measure five (5) feet in height, four (4) inches wide 0 0,�• 0v-44—and two (2) inches deep. Ga ,aPY Ground equipment will be located adjacent to the monopole in a 20 foot by 40 foot fenced area. Ground cabinets will be used for processing signals, to transfer power from utilities to operate radio equipment and for increased capacity. A 1o�`°e back -up gas - powered generator will also be provided. The ground equipment �,� will be 30 inches in width and depth and stan, 5 feet 6 inches tall and located on ),' a 160 square foot concrete pad. Attachment A is the site plan for the proposed development an A -tachment B is the enlarged site plan and elevations. Existing Development The site is currently occupied by the Burlington Northern Intermodal Yard. Surrounding Land Uses The site is located in the MIC /H zone. Properties adjacent to this site are all zoned Low Density Residential (LDR). Please note that this application is required to go through rtesig J .e_ view in addition t Conditional Use Permit review, as Design Review is required in the MIC /H zone women the proposed' development is within 300 feet of a residential district (TMC 18.38.070). ,.. �ct✓cc [ Z�ts.t -inn ` loo �r v'l "%l�'D 4 '! r°14.24)'€4 '/ L'-271 V° Lti Veit As indicated above, when a proposed development in the MIC /H zone is located 1 within 300 feet of a residential zone, it must go through Design Review. This y," , area of the MIC /H zone also has a Building Height Limitation overlay, under TMC 18.50.020,: limiting new development to no more than six (6) stories. As there is no building code standard to determine the height of a story for monopoles, staff determined height at 13.5 feet for this application: based on an average of allowed construction types in the MIC /H zone. I3 " /4=0-41 • BACKGROUND e't ,s(Lr '370 V 8� 1 Staff Report to the L97 -0030 & L97 -0031 Sprint Spectrum PCS Tower /12400 - 51st Place S. Planning Commission CONDITIONAL USE CRITERIA The proposed project must conform with criteria detailed in TMC 18.64.050, (1 -5), concerning Conditional Use Permits: (1) The proposed use will not be materially detrimental to the public welfare or injurious to the property or improvements in the vicinity of the proposed use or in the district in which the subject property is located. A The applicant a letter from the Airspace Safety Analysis ele 0-' A'd` Corporatio Attachment C) indicating that it is below FAA height maximum , ,4- bas- • : e proxlml : oeing Field. The applicant has included computer '1.�` 0,;(e. ,u� • generated photographs ttachment D) showing the proposed location of the pct monopole and ante • e ' relation to the site, as well as view of the project from ,1cV surroun. ' • : •arcels. However, these photos do not include proposed plantings � ,,e�rw will be located around the project. The leading edge of the project's %e-`'` footprint will be located approximately 200 feet from neighboring properties and � �, ���"' adjacent to an on -site storage building used by Burlington Northern Intermodal i� �y)' /r` Yard. The proposed antennae and related equipment are telecommunications \ . ef �� by equipment that fall within the safety parameters set by the American National r°`'''��°i •Standards Institute (ANSI). as • • to i F (2) The proposed use shall meet or exceed the performance standards that are required in the district it will occupy. u. - et* -- ,cam - e, � et kW (4—, cz q �� t� ✓j (z "1 `�fi - dv:-sr � � .1 111, As referenced able, Staff has determined, for the purposes of this application tr- `*-`'� only, that a story for monopoles in the MIC /H zone is 13.5 feet. No other ,Lr.-g' development standards apply to this project. The project will also be developed o0" in and over an existing bioswale that serves this portion of the Intermodal Yard, represented in Attachment B. The Applicant has proposed enhancing the bioswale over its entire length, in addition to that disturbed as a result of this development. (3) The proposed development shall be compatible generally with the surrounding land uses in terms'of traffic and pedestrian circulation, building and site design. As with similar uses, the PCS system will generate trips during the construction period and, following the completion of construction, up to 1 trip per month for maintenance, with no other impacts to pedestrian or transportation movements ra v anticipated. The facility is compatible with surrounding development as it is I � �` located in an industrial zone and adjacent to an existing cell tower (File No 91- ?,6 02). Gft�f4 ewc � (4) The proposed use shall be in keeping with the goals and policies of the Comprehensive Land Use Policy Plan 6u9 11(° 4 Staff Report to the L97 -0030 & L97 -0031 Planning Commission Sprint Spectrum PCS Tower /12400 - 51st Place S. This project must comply with the following Comprehensive Plan policies and meet necessary Zoning Code regulations. • 12.1.34. Actively coordinate project implementation with individual utilities based upon Tukwila's Comprehensive Plan and development regulations. The applicant has secured service from Puget Power. The applicant has also secured telephone services from U.S. West for the site. 12.1.36. Encourage utilities to consolidate facilities and minimize visual impacts of facilities where technically feasible. Implementation strategies for this policy include the use of shared infrastructure and use of existing structures. The applicant has included a document called 'Statement of Policy Regarding Antennae Collocation' from AT &T Wifeless. achment E). According to the applicant, Sprint Spectrum has tried to ('co, ocate with this carrier on the adjacent monopole, however with costs up to $100,000; imposed. by AT &T, it is not economically feasible to pursue this option. To minimize visual impacts associated with this project, the applicant has located the development away from the adjacent residential properties as well as providing additional vegetative screening. The height of the pole at 80 feet is also the minimum height necessary for service coverage in this area. The applicant is.required to have the project reviewed under Design Review criteria. �,(), %.,;,{1Ar l'-4A 5) All measures have been taken to minimize the possible adverse impacts which the proposed use may have on the area in which it is located. The applicant has indicated that the location of the monopole at an industrial use ot,e-' Y and the existing and proposed vegetative screen will mitigate adverse impacts of ,4c,..14,-.1" the project. As the project is also required to go through Design Review, additional mitigation of adverse impacts will be required. The project was also _ reviewed under SEPA , required for telecommunication monopoles in excess of �r�, ts- gt,1 -4 fr 60 feet:` c 4I va`1Cv � r DESIGN REVIEW CRITERIA 067 e4444- I. Relationship of Structure to Site. yepA lW - mow jolt 9 O !s-rf 100 p 7 a. The site should be planned to accomplish a desirable transition with streetscape and to provide for adequate landscaping and pedestrian movement; b. Parking and service areas should be located, designed and screened to moderate the visual impact of large paved areas; c. The height and scale of each building should be considered in relation to the site. The monopole will be erected within the 81 foot height limit established for this use in the Conditional Use Permit review process. The applicant has submitted a landscape plan 5 Staff Report to the L97 -0030 & L97 -0031 Planning Commission Sprint Spectrum PCS Tower /12400 - 51st Place S. (Attachment F) showing proposed landscaping will reach 50 to 60 feet in height at maturity. No on -site pedestrian activity is located near the monopole. No parking will be required for the development. Much of the height of the monopole will be screened by existing vegetation from view of surrounding residential properties. 2. %` Relationship of Structure and Site to Adjoining Area. `vim NC y7_ ' ke kl ys,cr 1 N,� �P �yrl � ra'4A ° tik:1-CA Mo -01 °- u 0 t' 1 ILA r0l a. Harmony on texture, lines and masses is encouraged; b. Appropriate landscape transition to adjoining properties should be provided; c. Public buildings and structures should be consistent with the established neighborhood character; d. Compatibility of vehicular pedestrian circulation patterns and loading facilities in terms of safety, efficiency and convenience should be encouraged; e. Compatibility of on -site vehicular circulation with street circulation should be encouraged. Existing and proposed vegetative screening will leave the upper portions of the monopole visible at intermittent points when viewed from adjacent residential properties. The visible portion of the monopole, with antennae, have no significant mass. No public buildings are associated with this project. The proposed 80 foot monopole is approximately 20 feet shorter than the adjacent monopole, approved under File No. 91- 02. The project is not located within a vehicular or pedestrian route and is purposely located away from on -site traffic at Burlington Northern Intermodal Yard to avoid potential conflicts with truck traffic. 1 'EVA te✓ it ItAliitr. Landscaping and Site Treatment. a. Where existing topographic patterns contribute to beauty and utility of a development, they should be recognized, preserved and enhanced; b. Grades of walks, parking spaces, terraces and other paved areas should promote safety and provide an inviting and stable appearance; c. Landscape treatment should enhance architectural features, strengthen vistas and important axis, and provide shade; d. In locations where plants will be susceptible to injury by pedestrian or motor traffic, mitigating steps should be taken; e. Where building sites limit planting, the placement of trees or shrubs in paved areas is encouraged; Screening of service yards, and other places which tend to be unsightly, should be accomplished by use of walls, fencing, planting or combination; In areas where general planting will not prosper, other materials such as fences, walls and pavings of wood, brick, stone or gravel may be used; h. Exterior lighting, when used, should enhance the building design and the adjoining landscape. Lighting standards and fixtures should be of a design and size compatible with the building and adjacent area. Lighting should be shielded, and restrained in design. Excessive brightness and brilliant colors should be avoided. f. g. Attachment F is the Landscape Plan for the project. The applicant has proposed planting nine - 5 foot leylandi cedar and thirteen (13) photinia fraseri of unstated height. An automated irrigation system has not been proposed. The applicant has also included information on shrub / ground cover planting but have not indicated their placement. The 1 it U at` —a) Pi`cf.ket Ex)/ I� u o p rJ lY✓T`�`'c 6 1 Mo i 2�:-Q R-e:› (Y coflc • Staff Report to the Planning Coniission cite o- tiered year -round vegetative screening is designed to screen the development as / much as possible from off -site residential uses. Much of the view from adjacent �tkyi'` properties is already screened by the existing landscaping. The applicant will locate the ig/W -`1- development on and adjacent to an existing bioswale, which they have indicated will be w►��` restored following project completion. The location of the development is generally L97 -0030 & L97 -0031 Sprint Spectrum PCS Tower /12400 - 51st Place S. located away from vehicular traffic by existing curbs and distance from traffic areas. The M b ►04 uv" -t`- � �a only lighting associated with the tower may be a FAA required red beacon. The <<�.' P monopole is removed from general public access and will be fenced for safety and security. 4. Building Design. a. Architectural style is not restricted, evaluation of a project should be based on quality of its design and relationship to its surroundings; b. Buildings should be to appropriate scale and in harmony with permanent neighboring developments; c. Building components such as windows, doors, eaves, and parapets should have good proportions and relationship to one another. Building components and ancillary parts shall be consistent with anticipated life of the structure; d. Colors should be harmonious, with bright or brilliant colors used only for accent; e. Mechanical equipment or other utility hardware on roof, ground or buildings should be screened from view; f. Exterior lighting should be part of the architectural concept. Fixtures, standards, and all exposed accessories should be harmonious with building design; Monotony of design in single or multiple buildings projects should be avoided. Variety of detail, form and siting should be used to provide visual interest. g. +6 Much of the criteria in this section are not applicable with the exception mounting of the antennae. The applicant has provided 2 computer photo simulations (Attachment G) showing both a light and dark color for the monopole. The applicant has also proposed mounting the antennae on a single bar, perpendicular to the monopole. of color and uitir Miscellaneous Structures and Street Furniture. a. b. Miscellaneous structures and street furniture should be designed to be part of the architectural concept of design and landscape. Materials should be compatible with buildings, scale should be appropriate, colors should be in harmony with buildings and surroundings, and proportions should be to scale; Lighting in connection with miscellaneous structures and street furniture should meet the guidelines applicable to site, landscape and buildings. Other than the associate ground equipment, there will be no other miscellaneous structures. 7 z Z. re w U.O N 0. ' W= co LL, WO LL -J d I- al Z Z O' U Om W W, H U Z:. - z ii Staff Report to the L97 -0030 & L97 -0031 Planning Commission Sprint Spectrum PCS Tower /12400 - 51st Place S. v,14'11):tcevf.:Or' at' ut CONCLUSIONS The Planning Commission, pursuant to Tukwila Municipal Code (TMC) Section 18.108.040, hereby makes the following findings and conclusions first under the city's Conditional Use Permit criteria (TMC 18.64.050) and then followed by the city's Design Review criteria (TMC 18.60.050) CONDITIONAL USE PERMIT CRITERIA: (1) The proposed use will not be materially detrimental to the public welfare... Potentially hazardous operating equipment is inaccessible to the public. The development area is approximately 200 feet from any residential area within the Burlington Northern Intermodal Yard. The associated technology is within federal safety guidelines. Therefore, all conditions are satisfied. (2) The proposed criteria shall meet or exceed the performance standards... The applicant is within the allowed height limitation area, as interpreted by staff. The' ,applicant has proposed enhancement of the length of the adjacent bioswale, part of which will be disrupted by their construction, but has not provided detailed information on restoration. (3) The proposed development shall be compatible generally with the surrounding... There will be trips generated during the construction period, followed by one trip per month for scheduled maintenance. No other impacts to transportation system are anticipated. The facility is compatible with other land uses in its zone. All operating equipment is located in locked cabinets. Vegetative screening is appropriate. Therefore, all conditions are satisfied. (4) The proposed use shall be in keeping with the goals and policies... The project.will have the necessary electrical services for its operation. The applicant is unable to share infrastructure with AT&T. Visual impacts are minimized by painting the monopole and by using simplified mounting to reduce visual clutter. Therefore, conditions have been satisfied. (5) All measures have been taken to minimize the possible adverse impacts... In addition to painting the monopole to blend with surroundings, vegetative screening that will, at maturity, cover 2/3 of the height of the monopole. The project was reviewed under SEPA, with a Determination of non - significance. Therefore, all conditions have been satisfied. 8 z < w JU O 0. Nom. w =; JF- N u_ wo a• . LL _, w d. =W z� Z o. LU • th O — o }, w• w LL o` ui Z co 0 h-', Staff Report to the L97 -0030 & L97 -0031 Planning Commission Sprint Spectrum PCS Tower /12400 - 51st Place S. DESIGN REVIEW CRITERIA: (1) Relationship of Structure to Site. The monopole is within allowed height limits. No on -site pedestrian activity is located near project. The development will be screened by existing and proposed vegetation. Therefore, criteria is addressed and satisfactorily met. (2) Relationship of Structure and Site to Adjoining Area. Existing and proposed vegetative screening will adequately limit visibility of the antennae and monopole. The proposed monopole is shorter than the previously approved adjacent monopole. The project will not impact pedestrian or vehicular movement. Therefore, criteria is addressed and satisfactorily met. (3) Landscaping and Site Treatment. The landscaping for the project is appropriate in its design and screening, however height of the photinia fraseri should be indicated ;Manual landscape irrigation May allowed for uses in this zone Applicant has proposed enhancing bioswale but has not provided detailed plans. ;AwA' / ir, Ams 1144' Df 16"4 k -ay �,7iti w.l O�ti e� (4) Building Design. t`7 1 j., \ 191 4% v� °�"`'� Not applicable. Applicant has provided photosimulation showing both light and dark color monopoles. A light color monopole appears more appropriate for this site, given the color of the adjacent monopole. (5) Miscellaneous Structures and Street Furniture. RECOMMENDATIONS Staff recommends approval of the Conditional Use Permit and Design Review applications, with the following conditions. At the time of submitting for a Building Permit, the applicant provides a detailed plan showing plans for restoration of the bioswale. The color of the monopole shall be the lighter color as depicted in Attachment G to this report. 3. A revised landscaping plan with non - deciduous trees that are a minimum of 10 feet high at planting. )-24,,,c..4 ce4- 'i°^,c� Z,o'�,'} 9 Gn • (o�•c�i`` --'( A F F I D A V I T I, \11-4 1 A McMLAu-tr' Notice of Public Hearing O Notice of Public Meeting J Board of Adjustment Agenda Packet LI Board of Appeals Agenda Packet flPlanning Commission Agenda Packet O F D I S T R I B U T I O N hereby declare that: 0 Short Subdivision Agenda Packet 0 Notice of Application for Shoreline Management Permit 0 Shoreline Management Permit fl Determination of Non - significance 0 Mitigated Determination of Nonsignificance ❑ Determination of Significance and Scoping Notice O Notice of Action 11 Official Notice O Other O Other was mailed to each of the following addresses on (6e- -jet E AITA cM P_ sg- 1-91 . Name of Project G1712-4 0- SPEcnatkAA Signature S C f\ffluL(_- File Number LSO 0030 ODbk .z .6p . J U;. UO: w; • w =; • CO LL w ga. • J, Z0 Z� Z U ON o.1- O • U N 0 O /.-Y. . z • City of Tukwila John W. Rants, Mayor Department of Community Development Steve Lancaster, Director AUGUST 7, 1997 CITY OF TUKWILA NOTICE OF HEARING PROJECT INFORMATION The Walter Group, on behalf of Sprint Spectrum, has filed an application for a Conditional Use Permit and Design Review, Numbers L97 -0030 and L97 -0031, to construct a Personal Communication System (PCS) Base Station, comprised of an 80 foot monopole, with up to 12 antennae and operating equipment at 12400 - 51st Place S. You are invited to comment on the project at the public hearing scheduled for August 28, 1997 at 7:00 p.m. before the Planning Commission. The hearing will take place at City Hall in City Council chambers, 6200 Southcenter Blvd. To confirm the time and date before the hearing, call the Department of Community Development at 431- 3670. For further information on this proposal, contact Michael Jenkins at 431 -3685 or visit our offices at 6300 Southcenter Boulevard, Suite #100, Monday through Friday, 8:30 a.m. to 5:00 p.m. Permits applied for include: • Conditional Use Permit • Design Review Other known required permits include: • Building. Permit FILES AVAILABLE FOR PUBLIC REVIEW The project files are available at the City of Tukwila. To view the files, you may request them at the permit counter of the Department of Community Development (DCD), located at 6300 Southcenter Boulevard #100. Application Filed: Notice of Completeness Issued: Notice of Application Issued: June 4, 1997 June 23, 1997 July 7, 1997 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 431 -3670 • Fax (206) 431 -3665 z w mo' JQ: 0O tn0. w 0 u.. Iw O J u_ I— w Z I— O Z I- 2 o. .0t w w: ▪ V. LL O� (0 0 z u017900 1990 iBURLINGTON NORTHERN RR CO B 777 Main St 7 Fort Worth, TX 76102 F 0 017900 2265 Autumn & Richard Ruggles 12404 50th PI S Seattle, WA 98178 017900 2285 Emmett Jackson 5023 S 124th St Tukwila, WA 98178 017900 2685 Donald & Teresa Glidden 17659 SE 192nd Dr Renton, WA 98058 017900.2835 Michael & Shirley Yellam 14710 10th PI S Burien, WA 98168 017900 3200 Loren Marshall 4919 S 124th St Tukwila, WA 98178 334740 0965. Thomas Loftus 4918 S 122nd St Tukwila, WA 98178 •017900 1600 Current Resident 12224 49th Ave S Tukwila, WA 98178 017900 2835 Current Resident 12501 50th P1 S Tukwila, WA 98178 017900 2845 Arthur Ristow III 12507 50th P1 S Tukwila, WA 98178 017900 3210 Harry Olsen PO Box 53 Winlock, WA 98596 017900 1620 Current Resident 12236 49th Ave S Tukwila, WA 98178 017900 1965 Current Resident 12234 51st PI S Tukwila, WA 98178 017900 3170 Current Resident 4915 S 124th St Tukwila, WA 98178 Property Search Provided By: 0 E 8 017900 2305 Mary Patricia Ryan PO Box 336 Renton, WA 98057 017900 3170 William Perovich 12433 84th Ave S Seattle, WA 98178 017900 1945 Current Resident 12224 51st PI S Tukwila, WA 98178 017900 2685 Current Resident 12410 50th PI S Tukwila, WA 98178 ' S'� "._ .;�r...... �......,, ..�;��.�. vrUSVKr. axsc+ �x�•:: rai, �u�nustcr. ��urfS��.,. ri�a'... �. ��. ru�r�.'_ �.; iis.:ads+fe.arncz).s;it;a"r:u„ pia'.`;; Lr" r',, �<. SnsC:. G% c��:: �� '�k'+P:.�:t1Su..x.w;.«•`:..`�: ..�'�� �s- �'�,,.:• �;x%r, 000380 0003 NORTHERN PACIFIC RR CO 777 Main St Fort Worth, TX 76102 017900 1600 • Jun Blackburn 1033 S 170th St Seattle, WA 98148 017900 1635 Doris Davis PO Box 69761 Seattle, WA 98168 017900 1745 Chalene Rau 5107 Delaware Ave Everett, WA 98203 017900 1785 William & Lisa Shaughnessy 12233 51st P1 S Tukwila, WA 98178 017900 1805 ' Frank Wingert 12253 51st PI S Seattle, WA 98178 017900 1860. William Whitaker 5002 S 124th St Tukwila, WA 98178 017900 1955 • Robert Burke 7924 S 202nd St Kent, WA 98032 017900 1585 John & Annette Jensen 23641 7th Ave S #18 Des Moines, WA 98198 017900 1605 Harold Gauthun 12228 49th Ave S Seattle, WA 98178 017900 1660 Leroy & Patricia Johnson 12256 49th Ave S Seattle, WA 98178 017900 1725 David & Lynne Randall 12244 50th Ave S Seattle, WA 98178 017900 1755 RIVERTON CONTRACTORS INC 12218 51st PI S Tukwila, WA 98178 017900 1850 Randal Lance 12257 51st PI S Seattle, WA 98178 017900 1880 Norman Dean & Kathleen Walker 24212 139th Ave SE Kent, WA 98042 017900 1965 James Elias , 4209 Lakeridge Dr E 'Sumner, WA 98390 • Property Search Provided By: 017900 1595 Carrie Looney 12218 49th Ave S Seattle, WA 98178 017900 1620 Balwant & Gurbax Aulck PO Box 55545 Seattle, WA 98155 017900 1695 Rudolph Johnson 4916 S 124th St Seattle, WA 98178 017900 1770 Henrietta Senior 12207 50th Ave S Seattle, WA 98178 017900 1800 Bobby Wayne Casebeer 12243 51st PI S Seattle, WA 98178 017900 1855 Ruth Rupe 12248 50th Ave S Seattle, WA 98178 017900 1945 Thomas & Christina Beane Joel & Susan Parsons 12218 51st P1 S Tukwila, WA 98178 017900 1970 BURLINGTON NORTHERN INC 208 Central #Taxdep Seattle, WA 98104 z _1—;`. rw JU; U0 ;co 0 W w w= w 0` 2 J u.< w 0; Z 2 Oi .w w � U Z v N' O ~' z:. City of Tukwila John W. Rants, Mayor Department of Community Development Steve Lancaster, Director NOTICE OF APPLICATION DATED JULY 7, 1997 The following applications have been submitted to the Department of Community Development for review and decision. FILE NUMBERS: APPLICANT: LOCATION: PROPOSAL: OTHER REQUIRED PERMITS: L97 -0031 (Design Review) L97 -0030 (Conditional Use Permit), E97 -0014 (SEPA) Sprint Spectrum, by the Walter Group. 12400 - 51st Ave S. Installation of an eighty (80) foot monopole Building Permit Land Altering Permit These files are available for review at the Department of Community Development, 6300 Southcenter Blvd., #100, Tukwila, WA. Please call (206) 431 -3670 to ensure that the file(s) will be available. OPPORTUNITY FOR PUBLIC COMMENT You can submit comments on this application. You must submit your comments in writing to the Department of Community Development by 5:00 p.m. on August 7, 1997. This matter is also scheduled for a public hearing on August 28, 1997. If you are interested in attending the hearing, please contact the Department at (206) 431 -3670 to ensure that the hearing is still scheduled for this date. If you cannot submit comments in writing by the cutoff date indicated above, you may still appear at the hearing and give your comments on the proposal before the Planning Commission: If you have questions about this proposal contact Michael Jenkins, the Planner in charge of this file. Anyone who submits written comments will become parties of record and will be notified of any decision on this project. APPEALS You may request a copy of,any decision or obtain information on your appeal rights by contacting the Department at 431 -3670. A decision from the Planning Commission may be appealed to the City Council. The Department will provide you with information on appeals if you are interested. DATE OF APPLICATION: NOTICE OF COMPLETE APPLICATION: NOTICE OF APPLICATION: June 4, 1997 June 23, 1997 July 7, 1997 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 431-3670 • Fax (206) 431 -3665 A F F I D A V I T 6'/ -4 I a MCfl u L Et 0 Notice of Public Hearing fl Notice of Public Meeting 0 Board of Adjustment Agenda Packet O Board of Appeals Agenda Packet fl Planning Commission Agenda Packet 0 Short Subdivision Agenda Packet O F D I S T R I B U T I O N hereby declare that: 0 Notice of Application for Shoreline Management Permit 0 Shoreline Management Permit 0 Determination of Non - significance O Mitigated Determination of Nonsignificance 0 Determination of Significance and Scoping Notice O Notice of Action Official Notice %Other t T\Ce-- or Ai1 uCA-r (i 0 Other was mailed to each of the following addresses on (.5-Ea TOE- NITACHe,b Name of Project ') t is f � P6 I Akty) Signature S File Number Lon - 003 Pfft(MGO-t-- • • • • 000380 0003 NORTHERN PACIFIC RR CO '777 Main St Fort Worth, TX 76102 017900 1600 Jim Blackburn 1033 S 170th St Seattle, WA 98148 017900 1635 Doris Davis PO Box 69761 Seattle, WA 98168 017900 1715 David Randall 12244 50th Ave S Seattle, WA 98178 017900 1745 Chalene Rau 5107 Delaware Ave Everett, WA 98203 017900 1785 William & Lisa Shaughnessy 12233 51st Pl S Tukwila, WA 98178 017900 1805 Frank Wingert 12253 51st PI S Seattle, WA 98178 017900 1860 William Whitaker 5002 S 124th St Tukwila, WA 98178 017900 1902 Norman Dean & Kathleen Walker 24212 139th Ave SE Kent, WA 98042 017900 1955 Robert Burke 7924 S 202nd St Kent, WA 98032 017900 1585 John & Annette Jensen 23641 7th Ave S #18 Des Moines, WA 98198 017900 1605 Harold Gauthun 12228 49th Ave S Seattle, WA 98178 017900 1660 Leroy & Patricia Johnson 12256 49th Ave S Seattle, WA 98178 017900 1725 David & Lynne Randall 12244 50th Ave S Seattle, WA 98178 017900 1755 RIVERTON CONTRACTORS INC 12218 51st P1 S Tukwila, WA 98178 017900 1850 Randal Lance 12257 51st PI S Seattle, WA 98178 017900 1880 Norman Dean & Kathleen Walker 24212 139th Ave SE Kent, WA 98042 017900 1940 RIVERTON CONTRACTORS INC 12218 51st PI S Tukwila, WA 98178 017900 1965 James Elias 4209 Lakeridgc Dr E Sumner, WA 98390 017900 1595 Carrie Looney 12218 49th Ave S Seattle, WA 98178 017900 1620 Balwant & Gurbax Aulck PO Box 55545 Seattle, WA 98155 017900 1695 Rudolph Johnson 4916 S 124th St Seattle, WA 98178 017900 1'730 RIVERTON CONTRACTORS INC 12218 51st PI S Tukwila, WA 98178 017900 1770 Henrietta Senior 12207 50th Ave S Seattle, WA 98178 017900 1800 Bobby Wayne Casebeer 12243 51st PI S Seattle, WA 98178 017900 1855 Ruth Rupe 12248 50th Ave S Seattle, WA 98178 Property Search Provided By: Hawkeye Appraisal Services - Kevin D. Miller (206) 483 -9757 017900 1901 Norman Dean & Kathleen Walker 24212 139th Ave SE Kent, WA 98042 017900 1945 Thomas & Christina Beane Joel & Susan Parsons 12218 51st P1 S Tukwila, WA 98178 017900 1970 BURLINGTON. NORTHERN INC 208 Central #Taxdcp Seattle, WA 98104 017900 1990 BURLINGTON NORTHERN RR CO 777 Main St Fort Worth, TX 76102 017900 2265 Autumn & Richard Ruggles 12404 50th PI S Seattle, WA 98178 017900 2665 Robert & Diane Newman 2728 E Main Ave Puyallup, WA 98372 017900 2835 Michael & Shirley Yellam 14710 10th PI S Burien, WA 98168 017900 3200 Loren Marshall 4919 S 124th St Tukwila, WA 98178 334740 0965 Thomas Loftus 4918 S 122nd St Tukwila, WA 98178 017900 1600 Current Resident 12224 49th Ave S Tukwila, WA 98178 017900 1955 Current Resident 12228 51st P1 S Tukwila, WA 98178 017900 2835 Current Resident 12501 50th PI S Tukwila, WA 98178 017900 2285 Emmett Jackson 5023 S 124th St Tukwila, WA 98178 017900 2685 Donald & Teresa Glidden 17659 SE 192nd Dr Renton, WA 98058 017900 2845 Arthur Ristow III 12507, 50th P1 S Tukwila, WA 98178 017900 3210 Harry Olsen PO Box 53 Winlock, WA 98596 334740 0970 NORTHERN PACIFIC RY CO 600 Central Bldg Seattle, WA 98104 017900 1620 Current Resident 12236 49th Ave S Tukwila, WA 98178 017900 1965 Current Resident 12234 51st P1 S Tukwila, WA 98178 017900 3170 Current Resident 4915 S 124th St Tukwila, WA 98178 Property Search Provided By: Hawkeye Appraisal Services - Kevin D. Miller (206) 483 -9757 017900 2050 BURLINGTON NORTHERN INC 810 3rd Ave Seattle, WA 98104 017900 2305 Mary Patricia Ryan PO Box 336 Renton, WA 98057 017900 3170 William Perovich 12433 84th Ave S Seattle, WA 98178 112304 9010 BURLINGTON NORTHERN INC 208 Central #Taxdep Seattle, WA 98104 017900 1945 Current Resident 12224 51st P1 S Tukwila, WA 98178 017900 2685 Current Resident 12410 50th P1 S Tukwila, WA 98178 017900 3210 Current Rcsident 5005 S 124th St Tukwila, WA 98178 THE WALTER GROUP 120 Lakeside Ave. Suite 310 Seattle, WA 98122-6578 (206) 328 0808 Fax (206) 328 0815 July 2, 1997 roat) e"5 Michael Jenkins City of Tukwila, Dept. of Community Development 6300 Southcenter Boulevard Tukwila, WA 98188 Dear Mr. Jenkins, Attached is the Affidavit of Installation and Posting of Public Information Signs for your records. If you have any questions, please contact Mr. Martin Garthwaite at The Walter Group at (206) 328-0808. Sincerely, THE WALTER GROUP, INC. Louis P. Mueller Project Manager encl. RECEIVED „PA_ 03 1997 COMMUN,TY DEVELOPMENT June 2, 1997 . To Whom It May Concern: AIRSPACE SAFETY ANALYSIS CORPORATION 'because Wu Kant 11 Right On The First AFaroaUt- Site ID# /Name: SETA - 008 -07 /Tukwila Airspace Safety Analysis Corporation (ASAC) has conducted an aeronautical study on June 2, 1997 for Sprint PCS. The study was to determine a proposed structure's effect, if any, on navigable airspace. ASAC's study is conducted in accordance with Part 77 of the Federal Aviation Regulations, FAR (14 C.F.R. Subchapter E, Part 77) and Part 17 of the Federal Communications Commission, FCC Rules and Regulations (47 C.F.R. Part 17). The proposed construction site is located in the Seattle, Washington MTA. The NAD 83 site coordinates are Latitude 47° 29' 25.00" North, Longitude 122° 16' 25.00" West. The site has a surface elevation of 25 feet above mean sea level (MSL), the structure has a proposed height of 85 feet above ground level (AGL), which includes the additional height of any antennas, etc. This gives an overall structure height above mean sea level of 110 feet AMSL. For regulatory compliance purposes, the nearest landing surface, the approach end of Runway 31L at Boeing Field /King County International Airport is located 10,595 feet or 1.74 nautical miles on a True Bearing of 335.72 degrees from the proposed site. The runway elevation at this point is 17 feet AMSL. The airport reference point (ARP) at this public use, instrumented airport is located 16,090 feet or 2.65 nautical miles on a True Bearing of 334.20 degrees from the proposed site. FAR Part 77 prescribes various airspace surfaces and slopes established at and around airports. Part 77.13 prescribes slopes and surfaces which, if exceeded, require the sponsor of the structure to provide the Federal Aviation Administration with Notice of Proposed Construction. FCC Rules Part 17 also specifies this requirement. Additionally, Part 77 Subpart C prescribes various airspace surfaces and slopes which, if any exceeded, require the FAA to provide public notice inviting comments prior to issuing a determination. Subpart C also prescribes surfaces and slopes which, if exceeded, would identify the proposed structure as a Hazard to navigable airspace. STV 11450 97 B Page 1 Two Crown Center 1745 Phoenix Boulevard Suite 120 Atlanta, Georgia 30349 770 /994.1557 • FAX 770 /994.1637 Attachment C ASAC has determined that a structure height of 85 feet AGL (110 feet AMSL) at this site would not exceed any FAR Part 77 or FCC Part 17 notice requirement surface. Therefore, FAA Notice of Proposed Construction or Alteration is not required for this structure. Should Notice of Proposed Construction or Alteration be filed with the FAA, ASAC is confident the proposed 85 feet AGL (110 feet AMSL) structure will be approved at this site upon completion of the FAA's aeronautical study. Pursuant to Federal Aviation Regulations and FAA Policy, proposed construction or alteration that does not require notice to the FAA, normally does not require obstruction marking and/or lighting. The maximum structure height at this site that would not require Notice to the FAA is 92 feet AGL (117 feet AMSL). Exceeding this height requires that a Notice of Proposed Construction or Alteration form be filed and that FAA approval be obtained prior to beginning construction. Should you have any questions regarding this letter or the study conducted by ASAC, please feel free to contact my office anytime at (770) 994 -1557. Sincerely, Airspace Safety Analysis Corporation Walters Aeronautical Specialist STV 11450 97 B Page 2 ��_,...., v..!,. .... ,$�r......�.. ti �, �. �.,.,. 4e.,: ic.' Sti4,'; �rctiY�4i t'. c"] a; su. G�✓ r'.. �'. i- �iai�; �x. k2.+ l.. +eY?'?. w?? 9i��.°�Xi'`nSjew�.r:�k »t..er,r Eeccwe ,bu i nt It R knt On the First AGO+Cal r;, iti�iwS. ��,. t: GaiJ:;; crt ,':r, >.��iir.±3i�c�k�,aiaM1�:, a��' s�.` eE+: ht lkuda��J.n�Y�R- 'ik`}.v,`k'�4L� �J,:+fa>5,•':'��'.� CITY OF TUKWILA DEPARTMENT OF COMMUNITY DEVELOPMENT 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 AFFIDAVIT OF INSTALLATION AND POSTING OF PUBLIC INFORMATION SIGNS) State of Washington County of King City of Tukwila I h :,, Garie. , L (Print Name) understand that Section 18.104.110 of the Tukwila Municipal Code requires me to post the property no later than fourteen (14) days following the issuance of the Notice of Completeness. I certify that on �w , s , 144'3 the Public Notice Board(s) in accordance with Section 18.104.110 and other applicable guidelines were posted on the property located at t2Yoo - sI st Plug. s., so as to be clearly seen from each right -of -way providing primary vehicular access to the property for application file number s (triA/OtAinc L SEPA = E 13 - C)-(P L 17- — 6030 : L 17- - 0031 Affiant (Applicant Signature) SUBSCRIBED AND SWORN to before me this lsf day of CSu( y , 19 cf "7 776 NOTARY PUBLIC in and for the State of Washington residing at My commission expires on //.--/t- 9 S June 23, 1997 City of Tukwila John W. Rants, Mayor Department of Community Development Steve Lancaster, Director NOTICE OF COMPLETE APPLICATION Martin Garthwaite The Walter Group 120 Lakeside Ave., Suite 310 Seattle, WA 98122 RE: Application for Personal Communication System (PCS) Base Station, 12400 - 51st PI S. Dear Mr. Garthwaite: Your application, on behalf of your client Sprint Spectrum, for a Personal Communications System (PCS) Base Station located at 12400 - 51st Pl. S. has been found to be complete on June 23, 1997 for the purposes of meeting state mandated time requirements. The project has been assigned to Michael Jenkins and is tentatively scheduled for a public hearing before the Planning Commission on August 28, 1997. The next step is for you to install the notice board on the site within 14 days of the date of this letter. You received information on how to install the sign with your application packet. If you need another set of those instructions, you may obtain them at the Department of Community Development (DCD). Also, you must obtain a laminated copy of the Notice of Application to post on the board. This notice is also available at DCD. After installing the sign with the laminated notice, you need to return the signed Affidavit of Posting to the our office. This determination of complete application does not preclude the ability of the City to require that you submit additional plans or information, if in our estimation such information is necessary to ensure the project meets the substantive requirements of the City or to complete the review process. I will be contacting you soon to discuss this project. If you wish to speak to me sooner, feel free to call me at 431-3685. Sincerely, Michael Jenkins Assistant Planner cc: Reviewing City Departments cArnsoffice...letter19730comp 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 431-3670 • Fax- (206) 431-3665 AVII,PEREEMIMININIMasimmommein re LAI 6n 0 ILI LU U- uj 0 u. u) 3 tu 1. z 0 z 1— LU n n 0 co 0 — 0 PI — 0 . Z z kJ co — 0 "T H E WALTER G R O U P June 4, 1997 120 Lakeside Ave. Suite 310 Seattle, WA 98122-6578 (206) 328 0808 Fax (206) 328 0815 Michael Jenkins City of Tukwila Dept. of Community Development 6300 Southcenter Boulevard Tukwila, WA 98188 Re: Sprint Spectrum application to place a PCS facility at the Burlington Northern Intermodal Yard Dear Mr. Jenkins: Accompanying this cover letter, please find an envelope containing two more sets of mailing labels for the property in question. Please also find a letter from ASAC ( "Airspace Safety Analysis Corporation ") which indicates that FAA safety lighting will not be required for the proposed monopole. In a number of different places the application materials state that the safety lighting may be required; this letter from ASAC confirms that such lighting will not be required. Accordingly, the building permit application which will be filed in connection with this project will not include the safety lighting and all references thereto can be ignored. Thank you for your work on all of Sprint's projects. Sincerely, THE WALTER GROUP, INC. Martin Spencer Garthwaite Zoning and Permitting Specialist RECEIVED JUN 0 5 1997 COMMUNITY DEVELOPMENT P.S. Twenty -four copies of this cover letter and the ASAC letter have been provided for appendage to the SEPA, Design Review, and Conditional Use application materials. AIRSPACE SAFETY ANALYSIS CORPORATION Bemuse /bu I% n? It Right On The First Appr°cctt June 2, 1997 To Whom It May Concern: Site ID# /Name: SETA - 008 -07 /Tukwila Airspace Safety Analysis Corporation (ASAC) has conducted an aeronautical study on June 2, 1997 for Sprint PCS. The study was to determine a proposed structure's effect, if any, on navigable airspace. ASAC's study is conducted in accordance with Part 77 of the Federal Aviation Regulations, FAR (14 C.F.R. Subchapter E, Part 77) and Part 17 of the Federal Communications Commission, FCC Rules and Regulations (47 C.F.R. Part 17). The proposed construction site is located in the Seattle, Washington MTA. The NAD 83 site coordinates are Latitude 47° 29' 25.00" North, Longitude 122° 16' 25.00" West. The site has a surface elevation of 25 feet above mean sea level (MSL), the structure has a proposed height of 85 feet above ground level (AGL), which includes the additional height of any antennas, etc. This gives an overall structure height above mean sea level of 110 feet AMSL. For regulatory compliance purposes, the nearest landing surface, the approach end of Runway 31L at Boeing Field /King County International Airport is located 10,595 feet or 1.74 nautical miles on a True Bearing of 335.72 degrees from the proposed site. The runway elevation at this point is 17 feet AMSL. The airport reference point (ARP) at this public use, instrumented airport is located 16,090 feet or 2.65 nautical miles on a True Bearing of 334.20 degrees from the proposed site. FAR Part 77 prescribes various airspace surfaces and slopes established at and around airports. Part 77.13 prescribes slopes and surfaces which, if exceeded, require the sponsor of the structure to provide the Federal Aviation Administration with Notice of Proposed Construction. FCC Rules Part 17 also specifies this requirement. Additionally, Part 77 Subpart C prescribes various airspace surfaces and slopes which, if any exceeded, require the FAA to provide public notice inviting comments prior to issuing a determination. Subpart C also prescribes surfaces and slopes which, if exceeded, would identify the proposed structure as a Hazard to navigable airspace. STV 11450 97 B Page 1 Two crown Cont or 1745 Phoenix Boulevard Suite 120 Atlanta, Georgia 30349 770/994-1557 • FAX 770/994.1637 Z 6 2 —J C.) U O! W= w• 0 g-i w`. Z �. 1— O Z 1- w W; � o` w: • I- - O. z ASAC has determined that a structure height of 85 feet AGL (110 feet AMSL) at this site would not exceed any FAR Part 77 or FCC Part 17 notice requirement surface. Therefore, FAA Notice of Proposed Construction or Alteration is not required for this structure. Should Notice of Proposed Construction or Alteration be filed with the FAA, ASAC is confident the proposed 85 feet AGL (110 feet AMSL) structure will be approved at this site upon completion of the FAA's aeronautical study. Pursuant to Federal Aviation Regulations and FAA Policy, proposed construction or alteration that does not require notice to the FAA, normally does not require obstruction marking and/or lighting. The maximum structure height at this site that would not require Notice to the FAA is 92 feet AGL (117 feet AMSL). Exceeding this height requires that a Notice of Proposed Construction or Alteration form be filed and that FAA approval be obtained prior to beginning construction. Should you have any questions regarding this letter or the study conducted by ASAC, please feel free to contact my office anytime at (770) 994 -1557. Sincerely, Airspace Safety Analysis Corporation A es . Walters Aeronautical Specialist STV 11450 97 B Page 2 . +y: 'i 'Gi .. .:...+ ..: r. i.✓ u'.. iJ. i.+s"rxi:.'v:s':�.•�.i+Frt:ti's ''f.1uiCi.' ?lS.u.a.......to✓ +.. v'c'w' sr _ .. . ... ,.. r... ., <r :�'t:. .:+✓`.i:fa.�:. �2fS:. �t, .iG..ehi�tie::iku�:i;S�` 't�,erk.os:i!:: <:.w »•�.. =.1.. x 8eccuie 1bu Wont it Rlght On The First AC:Poo:ft� Control No. Epic File No. Fee $ 325 Receipt No. ENVIRONMENTAL CHECKIST A. BACKGROUND 1. Name of Proposed Project, if applicable: Sprint Spectrum PCS facility at the Burlington Northern Intermodal Yard 2. Name of Applicant: The Walter Group, representing Sprint Spectrum ,c /o Martin Garthwaite 3. Address and phone number of applicant and contact person: Martin Garthwaite The Walter Group 120 Lakeside Ave., Suite 310 Seattle, WA 98122 Date checklist prepared: June 3, 1997 RECEIVED CITY OF TUKWILA . Agency requesting checklist: ,JUN 0 4 1997 City of Tukwila PERMIT CENTER Proposed timing or schedule (including phasing, if applicable): Applicant will begin construction as soon as necessary permits and approvals are obtained and will continue for approximatley two weeks. 7. Do you have any plans for future additions, expansion or further activity related to or connected with this proposal? If yes, explain. No expansion is anticipated. 8. List any environmental information you know about that has been prepared, or will be prepared, directly related to this proposal. None known. 9. Do you know whether applications are pending for governmental approvals of other proposals directly affecting the property covered by your proposal? If yes, explain. None known. 10. List any government approvals or permits that will be needed for your proposal, if known. City of Tukwila: CUP, Design Review; SEPA, Building Permit FAA: "To C Determination" regarding lighting visa vi Boeing Field FCC: Radio Station Authorization for Commercial Mobile Radio Services, Personal Communication Services, Broadband (license granted June 23, 1995). 11. Give a brief, complete description of your proposal, including the proposed uses and the size of the project and site. There are several questions later in this checklist that ask you to describe certain aspects of your proposal. You do notneed to repeat those answers on this page. Section E requires a complete description of the objective and alternatives of your proposal and should not be summarized here. Sprint Spectrum proposes to construct a PCS facility on the Burlington Northern Intermodal Yard located at 12400 51st Place South, Tukwila, Washington. The proposed facility consists of an 80 foot tall monopole supporting a triangular antenna mounting platform. Please refer to the attached drawings. Each 12' side of the antenna platform supports up to four antennas. Each antenna measures approximately five feet tall, four inches wide, and two inches deep. A 20' by 30' fenced area at the base of the monopole will contain the site's signal processing equipment in five self - contained metal cabinets measuring approximately 30" by 30" by 5'6" tall. There will also be a tank of compressed gas to provide back -up power in the event of a power outage which lasts longer than two hours. The north -west and south -west sides of the facility (those sides visible from the residential areas of Allentown) will be landscaped with 20' Photina (an evergreen shrub) and 50' to 60' Leylandyii Cedar trees. 12. Location of the proposal. Give sufficient information for a person to understandthe precise location of your proposed project, including a street address, if any.If a proposal would occur over a range of area, provide the range or boundaries of the site(s) Provide a legal description, site plan, vicinity map, and topographic map, if available. While you should submit any plans required by the agency, you are not required to duplicate maps or detailed plans submitted with any permit applications related to this checklist. Address: 12400 51st Place South, Tukwila, WA 98178, commonly known as the Burlington Northern Intermodal Yard Legal description: Please see attached legal description. Site plan, vicinity map: Please see attached site plans and vicinity map. 13. Assessor Parcel Number: King County Assessor's Parcel Number: 176060 -0225. B. ENVIRONMENTAL ELEMENTS 1. EARTH a. General description of the site (circle one): Flat, rolling, hilly, steep slopes,mountainous, other: b. What is the steepest slope on the site (approximate percent slope)? The site sits in a narrow strip between two large flat parking lots; the southern parking lot is approximately 7' higher than the northern parking lot. Consequently, while the area is generally characterized as being flat, the site itself will sit on a grade which attains as much as a 2H: IV (Horizontal:Vertical) ratio. Approximately 7 feet of structural fill will be required to obtain a level surface. c. What general types of soils are found on the site (for example, clay, sand, gravel, peat, muck)? If you know the classification of agricultural soils, specify them and note any prime farmland. Upper seven feet are fill soils generally composed of stiff to very stiff, moist, brown , sandy silt with gravel. This was underlain to a depth of 15.5 feet by fill soils generally consisting of loose to medium dense, moist, brown , silty sand with gravel. This, in turn, was underlain with meduim dense, dark gray, sand with variable amounts of silt. Soil below 18 feet was observed to be saturated. (Source: Proprietary geotechnical engineering evaluation, May, 1997). Q III tY 2, U O CO 0 W= w O; Are there surface indications or history of unstable soils in the immediate 2 vicinity? 1 , J LL Q N D Z 0; e. Describe the purpose, type and approximate quantities of any filling or F' grading proposed. Indicate source of fill. surface � p. Approximately 7 square feet of structural fill will be required to make a level U surface for the signal processing equipment. A drainage swale runs through p 1..;'. the area in question, so in addition, a culvert will be installed beneath the site W W to allow continued drainage. �_- V O. f. Could erosion occur as a result of clearing, construction, or use? If so, j Z ILL generally describe. U = H' Generally speaking, no, because the site is small and appears to be stable. 'Z The surface layers appear to be fill, probably relating to the construction of the adjacent parking lots g. Nonetheless, the slope beneath the site will be bench cut, fill soil will be properly compacted, and a segmantal conrete masonry wall, approximately 2 feet heigh, will be located at the base of the fill wall to insure that the site is stable. About what percent of the site will be covered with impervious surfaces after project construction (for example, asphalt or buildings)? The site will have a cement equipment pad which is approximately 8' by 12' by a few inches thick. This change in impervious surface is nominal. h. Proposed measures to reduce or control erosion, or other impacts to the earth, if any: The existing slope will be bench cut, fill will be properly compacted, and a small segmantal conrete masonry wall, approximately 2 feet heigh, will be located at the base of the fill wall. 2. AIR a. What types of emissions to the air would result from the proposal (i.e., dust,automobile, odors, industrial wood smoke) during construction and when the project is completed? If any, generally describe and give approximate quantities if known. During construction, there will be negligible vehicle exhaust emissions. After completion, the site's back -up generator will occassionally produce a negligble amount of exhaust =missions. b. Are there any off -site sources of emissions or odor that may affect your roposal? If so, generally describe. No. c. Proposed measures to reduce or control emissions or other impacts to ir, if any. None necessary. 3. WATER a. Surface 1) Is there any surface water body on or in the immediate vicinity of the site (including year -round and seasonal streams, lakes, ponds, wetlands) If yes, describe type and provide names. If appropriate, state what stream or river it flows into. No. 2) Will the project require any work in or adjacent to (within 200 feet) of the described waters? If yes, please describe and attach available plans. No. 3) Estimate the amount of fill and dredge material that would be placed in or removed from surface water or wetlands and indicate the area of the site that would be affected. Indicate the source of fill material. The proposal requires no filling or dredging of material placed in or removed from surface water or wetlands. 4) Will the proposal require surface water withdrawals or diversions? Give general description, purpose, and approximate quantities, if known. No. A drainage swale runs through the project area; however, a culvert will be installed to maintain this drainage. 5) Does the proposal lie within a 100 -year flood plain? If so, note location on the site plan. No. 6) Does the proposal involve any discharges of waste materials to surface waters? If so, describe the type of waste and anticipated volume of discharge. No. The proposal does not involve any discharges of waste materials to surface waters. b. Ground: 1) Will ground water be withdrawn, or will water be discharged to ground water? Give general description, purpose, and approximate quantities, if known. No ground water will be withdrawn and no water will be discharged to ground water. 2) Describe waste material that will be discharged into the ground from septic tanks or other sources, if any. For example: Domestic sewage, industrial, containing the following chemicals agricultural; etc. Describe the general size of the system, the number of such systems, the number of houses to be served if applicable, or the number of animals or humans the system(s) are expected to serve. None. No waste material will be discharged into the ground from septic tanks or other sources. The proposed radio communications facility is unmanned. No water or domestic sewage service is required. c. Water Runoff (including storm water): 1) Describe the source of runoff (including storm water) and method of collection and disposal, if any (include quantities, if known). Where will this water flow? Will this water flow into other waters? If so, describe. The proposed facility will generate negligible additional water runoff from natural precipitation. The additional water runoff will result from the proposed ground equipment's concrete pad. The negligible water runoff will flow into the existing drainage swale beneath and adjacent to the site. The runoff will not flow into surface water. 2) Could waste materials enter ground or surface waters? Not applicable, as the proposed facility will not generate waste materials. d. Proposed measures to reduce or control surface, ground, and runoff water impacts, if any. The drainage swale beneath the site will be replaced by a culvert. 4. PLANTS a. Check or circle types of vegetation found on the site: deciduous tree: alder, maple, aspen, other Z Z rW' U O' u) O N W: W =: W W 04 u_¢. Nom. = Ci Z� 1- O` ZH ?' ;O -,. O H; W,. U. LL O, Z uy O z b. c. d. evergreen tree: fir, cedar, pine, other X shrubs X grass pasture crop or grain wet soil plants: cattail, buttercup, bulrush, skunk cabbage, other water plants: water lily, eelgrass, milfoil, other X other types of vegetation: brambles, misc. scrub What kind and amount of vegetation will be removed or altered? The brambles and small bushes in the project area will be removed. List threatened or endangered species known to be on or near the site. None known. Describe proposed landscaping, use of native plants, or other measures to preserve or enhance vegetation on the site, if any: i=- Z -W J0: 0O # CO 0 W W: J. CO CI- W 0 = d W: Photina, growing to a mature height of 20 feet, and Leylandyii Cedar, growing Z Ot to a mature height of 50 to 60 feet, will be planted on the north -west and south- 11.1 uj . west sides of the project area. V �: ;0 D.'. 0 1— W, a. Underline any birds and animals which have been observed on or near the F'. O; C.) N:. O .., 5. ANIMALS or are known to be on or near the site: birds: hawk, heron, eagle, songbirds, other: Crows mammals: deer, bear, elk, beaver, other: Squirrels fish: bass, salmon, trout, herring, shellfish, other: None b. List any threatened or endangered species known to be on or near the site. None known. c. Is the site part of a migration route? If so, explain. Not known. d. Proposed measures to preserve or enhance wildlife, if any: Not applicable. 6. ENERGY AND NATURAL RESOURCES a. What kinds of energy (electric, natural gas, oil, wood stove, solar) will be used to meet the completed project's energy needs? { Sprint Spectrum will use electricity to run electronic radio equipment. Telephone service will also be required. The equipment has two hours of internal battery back -up but for outages which last longer than two hours a back -up generator, running on LP gas, will provide power. b. Would your project affect the potential use of solar energy by adjacent properties? If so, generally describe. No. The proposed facility will not shade adjacent properties. w ..I0' c. What kinds of energy conservation features are included in the plans of 0 0 this proposal? List other proposed measures to reduce or control energy .w w' impacts, if any. rn u_ WO g u.Q. a. Are there any environmental health hazards, including exposure to toxic .H W` chemicals, risk of fire and explosion, spill, or hazardous waste, that could = occur as a result of this proposal? If so, describe. ? ~' O: Z F- C/ 'Our W; V: u_ 1) Describe special emergency services that might be required. W (: The proposal would not require any special emergency services. Z ~ . None are necessary, as energy impacts are negligible. 7. ENVIRONMENTAL HEALTH No. No significant environmental health hazards have been identified from similar cellular sites. The project is categorically exempt from Environmental Assessmment under NEPA by the FCC in FCC ET Docket No. 93 -62, paragraphs 75 - 93. The FCC preempts local regulation of the environmental effects of radio - frequency energy to the extent that the project complies with Federal law. ET Docket No. 93 -62, paragraphs 164 - 168. 2) Proposed measures to reduce or control environmental health hazards, if any: None are necessary as there are no environmental health hazards associated with this project. b. Noise 1) What types of noise exist in the area which may affect your project, (for example: traffic, equipment, operation, other)? None. No noise exists in the area which would affect the proposal. 2) What types of levels would be created by or associated with the project on a short -term or a long -t erm basis (i.e., traffic, construction, operation, other)? Indicate what hours noise would come from the site. There will be some traffic noise associated with the installation and placement of the antennas and equipment cabinets. Such noise would only occur during the two week construction period. Thereafter, the only source of noise would be the extremely rare operation of the site's back -up power generator during power outages lasting longer than two hours. Ui..,'-`. sC+ •..isl:if::i`:2S`ekS+i1•.%4"'i: v%:w'ro;'Si[�y�,.• ,•�, �. •.ante::. .. .e4:a.�td.:lii' 3) Proposed measures to reduce or control noise impacts, if any: The site sits on an industrial lot which is used for transfering containers from trains to trucks. The extremely intermittent operation of the facility's generator will produce less noise than is produced on a continual basis by the site's existing users. It is also far enough from adjacent properties that noise levels will, in any event, be negligible. 8. LAND AND SHORELINE USE a. What is the current use of the site and adjacent properties? c. Use of site The site is currently used as an intermodaI yard (a yard used to transfer containers from railcars to trucks). Adjacent Properties North: intermodal yard South: intermodal yard East: intermodal yard West: cellular antenna facility Has the site been used for agriculture? If so, describe. No. Describe any structures on the site. There are a number of large warehouse -type structures on the site which are associated with the operation of the intermodal yard. • Will any structures be demolished? If so, what? No structures will be demolished. e. What is the current zoning classification of the site? The current zoning classification of the site is heavy industrial. f. What is the current comprehensive plan designation of the site? The current comprehensive plan designation is industrial. g. If applicable, what is the current shoreline master program designation of the site? Not applicable. • Has any part of the site been classified as an "environmentally sensitive" area? If so, specify. The project's geotechnical report states that the site lies within Seismic Risk Zone 3 and an appropriate pier foundation for the monopole has been designed. •"i' �Ji! e�p.ii l3.a:: S�.J.t«.n`;AJv.'2r•,eii.7��� � � � • S F- Z:. rvUJ . 0 0; CO o to 0'. g u. ?` • d Z �s 1- 0' Z H: U W W`. C1: IL. IS �W Zi O Ht . I. Approximately how many people would reside or work in the completed project? J. None. The site is unmanned One employee will provide maintenance services once per month. Approximately how many people would the completed project displace? None. k. Proposed measures to avoid or reduce displacement impacts, if any. There are no displacement impacts associated with this project. 1. Proposed measures to ensure the proposal is compatible with existing and projected land use and plans, if any. The project proposal is compatible with existing and projected land uses and plans. The site is currently zoned heavy industrial. The site is also at least 250' from the closest residentially zoned property. Vegetative screening, growing to a height of 50 to 60 feet, will screen the facility from the residential properties. 9. HOUSING Approximately how many units would be provided, if any? Indicate whether high, middle, or low - income housing. None. b. Approximately how many units, if any, would be eliminated? Indicate whether high, middle, or low- income housing. None. c. Proposed measures to reduce or control housing impacts, if any. None are anticipated to be necessary. 10. AESTHETICS a. What is the tallest height of any proposed structure(s), not including antennas; what is the principal exterior building material(s) proposed? The proposed monopole is 80 feet high. The principal exterior building material is steel. What views in the immediate vicinity would be altered or obstructed? The views of the facility from the neighboring residential properties are already extremely intermittent due to a substanial number of trees both on and off site. The monopole and the attendant vegetative screening will slightly alter views from these properties. c. Proposed measures to reduce or control aesthetic impacts, if any. z Evergreen vegetative screening, growing to a mature height of 50 to 60 feet, will screen all but the top 20 to 30 feet of the facility from neighboring residential properties. 11. LIGHT AND GLARE a. What type of light or glare will the proposal produce? What time of day would it mainly occur? Apart from a small red beacon light which the FAA may require, the proposal would produce no light or glare. b. Could light or glare from the finished project be a safety hazard or interfere with views? No. c. What existing off -site sources of light or glare may affect your proposal? No existing off -site sources of light or glare would affect the proposal. d. Proposed measures to reduce or control light and glare impacts, if any. None are anticipated to be necessary. 12. RECREATION a. What designated and informal recreational opportunities are in the immediate vicinity? None. b. Would the proposed project displace any existing recreational uses? If so, describe. No. c. Proposed measures to reduce or control impacts on recreation, including recreation opportunities to be provided by the project or applicant, if any: None are anticipated to be necessary. 13. HISTORIC AND CULTURAL PRESERVATION a. Are there any places or objects listed on, or proposed for, national, state, or local preservation registers known to be on or next to the site? None known. b. Generally describe any landmarks or evidence of historic, archaeological, scientific, or cultural importance known to be on or next to the site. ,•&ai5i.W T:,`:n.Yi's W •QQom, W U O W W W =: H g J;. u_Q. U�. W; E. • _. Z� • I— a Z H' W': D.0;. iQ 1 W W; • • W • U N • O •Z c. Proposed measures to reduce or control impacts, if any. None. 14. TRANSPORTATION a. Identify public streets and highways serving the site, and describe proposed access to the existing street system. Show on site plans, if any. The site is served by 51st Place South. Please see the plans which accompanied this application. b. Is site currently served by public transit? If not, what is the approximate distance to the nearest transit stop? Public transit is not applicable to this proposal. c. How many parking spaces would the completed project have? How many would the project eliminate? Routine maintenance visits will utilize existing site parking without adverse impacts. No parking spaces will be eliminated. d. Will the proposal require any new roads or streets, or improvements to existing roads or streets, not including driveways? If so, generally describe (indicate whether public or private). No new streets /roads will be required. Access to the site is from existing ROW's. Will the project use (or occur in the immediate vicinity of) water, rail, or air transportation? If so, generally describe. It will be close to rail transportation but will have no impact thereon. f. How many vehicular trips per day would be generated by the completed project? If known, indicate when peak volumes would occur. One vehicle trip per month will be made for routine maintenance. g. Proposed measures to reduce or control transportation impacts, if any: None are anticipated to be necessary. 15. PUBLIC SERVICES a. Would the project result in an increased need for public services (i.e., fire protection, police protection, health care, schools, other)? If so, generally describe. No. The project consists of an antenna support structure, transmitting and receiving antennas and self - contained equipment cabinets. The facility is inaccessible to the general public. The cabinets contain alarms and 24 hour monitoring equipment for additional security. b. Proposed measures to reduce or control direct impacts on public services, if any. None. 16. UTILITIES a. Underline utilities currently available at the site: electricity, natural gas, water, refuse service, telephone, sanitary sewer, septic system, other. b. Describe the utilities that are proposed for the project, the utility providing the service, and the general construction activities on the site or in the immediate vicinity which might be needed. Electricity: Puget Sound Power and Light Telephone: US West Communications. . SIGNATURE The above answers are true and complete to the best of my knowledge. I understand that the lead agency is relying on them to make its decision. Signature of Proponent / 14-h1C- Date Submitted: 411/17 PACIFIC TESTIN LABORATORIES Since 1926 Seattle • Bothell • Tacoma • Peninsula • Portland • One Lab • One Consultant • One Solution SPRINT SPECTRUM, L.P. Geotechnical Engineering Evaluation SETA - 008 -07 Tukwila, Washington Project No. 9704 -4120 May, 1997 RECEIVED CM OF TUKWILA JUN 0 4 1997 PERMIT CENTER •• = nr�vx :!�kftiY3'riwR147:g3'Fh:t,v' PACIFIC TESTIN LABORATORIES Since 1926 Seattle • Bothell • Tacoma • Peninsula • Portland • One Lab • One Consultant • One Solution May 28, 1997 Project No. 9704 -4120 Mr. Chris Cecil THE WALTER GROUP, INC. 120 Lakeside Avenue, Suite 310 Seattle, Washington 98122 Subject: Geotechnical Engineering Evaluation Sprint Spectrum Site No. SETA -008-07 BNSF Intermodal Yard PCS Site 12400 5 1' Place South Tukwila, Washington Dear Mr. Cecil: Pursuant to your request, Professional Services Industries, formerly Pacific Testing Laboratories (PTL/PSI), is pleased to submit this report describing our recent geotechnical engineering evaluation for the above- referenced site. The purpose of this study was to interpret general surface and subsurface site conditions, from which we could evaluate the feasibility of the project and formulate design recommendations concerning site preparation, equipment pad and tower foundations, structural fill, and other considerations. Our scope of services consisted. of a surface reconnaissance, a subsurface exploration, geotechnical analyses, and report preparation. We received written authorization for our service from Sprint Spectrum, L.P. through our proposal dated April 24, 1997. This report has been prepared for the exclusive use of Sprint Spectrum L.P., and their agents in care of The Walter Group, for specific application to this project in accordance with generally accepted geotechnical engineering practice. We are also in the process of preparing an Environmental Transaction Screen for this parcel. That report will be submitted under separate cover. PSI (formerly Pacific Testing Laboratories) 11824 N. Creek Parkway N., Suite 101, Bothell, Washington 98011 Tel (206) 485 -4244 Fax (2066) 4854811 Z .re 6 U; U O (/) 1,11 • W 2: • O. • - • a. • F--O Z WW •no • ;D Hi • •1- :..z: • 0 :O •z. PSI (formerly P...fic Testing Laboratories) Engineers • Consultants • Scientists SPRINT SPECTRUM, L.P. Project No. 9704 -4120 May 28, 1997 Page 2 This report is provided for the information of the client only. Reproduction and transmittal of this report, or any section of this report, to a third party, by any means, except in full, without the written permission of PTL/PSI is prohibited. Thank you for using PTL/PSI. If you have any questions, or if we can be of further assistance to you, please contact us at (425) 485 -4244. Sincerely, G. Aaron McMichael, P.E. Senior Geotechnical Engineer AM/ ch Attachments: Figure 1 Vicinity Map Figure 2 Site and Exploration Plan Appendix A Boring Log .:u'• ,. f_: ; .:" r. sr+ h,..� z' . ,o• P fir. "fi 7r .............. r Y.... neii; a; c i�w7rs_ �+:' �._ uiiis.. i.: i u ay..: isilis xe i��a...: v., t% iJRe �; i, �i: Fa:. ;. r:.. nt�:.-, �'-. �rN. 3S�tA;7A7:4;MY,iSY.C'rfS's.4`k 1- z J`V; UO w w ,(0 w: • w �.w. • • w w:. ww U 0' • z• PACIFIC TESTING LABORATORIES Since 1926 Seattle • Bothell • Tacoma • Peninsula • Portland • One Lab • One Consultant • One Solution SPRINT SPECTRUM, L.P. Geotechnical Engineering Evaluation BNSF.Intermodal Yard PCS Site (SETA- 008 -07) Tukwila, Washington Certificate No. 9704 -4120 May 1997 PSI (formerly F_ ific Testing Laboratories) Enyneers • Consultants • Scientists SPRINT SPECTRUM, L.P. Project No.: 9704 -4120 May 28, 1997 Page 1 PROJECT DESCRIPTION The project site is located at 12400 51' Place South, near the intersection of 51'` Place South and South 124th Street in Tukwila, Washington (Figure 1). It is our understanding that current development plans call for construction of an 80 foot tall monopole cellular communications tower and associated concrete equipment platform. Due to sloping site conditions, the site will be filled with approximately 7 feet of structural fill to create a level equipment pad. The outer edge of the fill will be sloped at a permanent inclination of 2H: 1V (Horizontal:Vertical), and will extend downward to the north to within a few feet of the adjacent parking area. A small segmental concrete masonry wall, approximately two feet in height, will be located at the base of the fill slope. The fill area will cross an existing drainage swale which will require placement of a culvert to allow continued drainage. The host parcel is occupied by the Burlington Northern Santa Fe Railroad (BNSF) Intermodal Yard - Puget Sound Hub Center. The attached Site and Exploration Plan (Figure 2) shows the general location of the proposed tower in relation to other major site features. It should be emphasized that the conclusions and recommendations contained in this report are based on our understanding of the currently proposed utilization of the project site, as derived from written information and a layout plan supplied to us by The Walter Group. Consequently, if any changes are made to the project, we recommend that we review the changes and modify our recommendations, if appropriate, to reflect those changes. EXPLORATORY METHODS We explored surface and subsurface conditions at the project site on May 2, 1997. Our surface exploration consisted of a visual reconnaissance. Our subsurface exploration consisted of advancing one soil boring to a depth of approximately 31.5 feet below the existing site grade. The location of the boring, designated as B -1, is shown on the attached Site and Exploration Plan (Figure 2). The location and depth of the exploration performed was selected in relation to the proposed site features, under the constraints of budget and site access. The location of the boring shown on Figure 2 was obtained by hand - taping and pacing from existing site features and scaling those measurements onto a layout map. As such, the exploration location shown on Figure 2 should be considered accurate to the degree implied by the measuring methods used. z ~w re 6 —I C.) U O' CD w =. J _ N LL w0 5 Q. co d` w. z I-0 z w uj � t] O 92 o ww - 0 . • z: O z PSI (formerly F ific Testing Laboratories) Engineers • Consultants • Scientists SPRINT SPECTRUM, L.P. Project No.: 9704 -4120 May 28, 1997 Page 2 Boring Methods Boring B -1 was advanced on May 2, 1997 using a truck mounted hollow -stem auger drill rig. The drill rig was operated by an independent company working under subcontract to our firm. An experienced geologist from our firm continuously observed the boring, logged the subsurface conditions, obtained representative soil samples, and transported the samples to our laboratory for further visual classification. After the boring was completed, the borehole was backfilled with a mixture of soil cuttings and bentonite chips. During drilling, soil samples were obtained on 2 %Z to 5 foot depth intervals using the Standard Penetration Test (SPT) procedure (ASTM:D 1586). This test and sampling method consists of driving a standard 2- inch outside diameter (OD) steel split - barrel sampler a distance of 18 inches into the soil with a 140 -pound hammer, free - falling a distance of 30 inches. The number of blows required to drive the sampler through each of the three, 6 -inch intervals is noted, and the total number of blows struck during the final 12 inches of penetration is considered the Standard Penetration Resistance, or "blow count ". If a total of 50 blows is struck within one 6 -inch interval, the driving is ceased and the blow count is recorded as 50 blows for the actual number of inches of penetration. The resulting Standard Penetration Resistance values provide a measure of the relative density of granular soils or the relative consistency of cohesive soils. The boring log included in Appendix A describes the various types of soils encountered in the boring, based primarily on interpretations made in the field and supported by any subsequent laboratory testing of the samples which may have occurred. The log also indicates the approximate depth of the contacts between different soil types, although these contacts may be gradational or undulating. Where a change in soil type occurred between sampling intervals, we inferred the depth of contact. In addition, the log indicates the depth of any groundwater observed in the boring, the Standard Penetration Resistance at each sample location, and any laboratory tests performed on the soil samples. SITE CONDITIONS The following sections describe our observations, measurements, and interpretations concerning surface, soil, groundwater, and seismic conditions at the project site. PS1 (formerly Pi. ,fic Testing Laboratories) Engineers • Consultants • Scientists SPRINT SPECTRUM, L.P. Project No.: 9704 -4120 May 28, 1997 Page 3 Surface Conditions The host parcel consists of a large irregularly shaped parcel utilized as an intermodal transportation yard by Burlington Northern Santa Fe Railroad. The proposed tower lease site is located on a narrow strip of northward sloping, naturally vegetated undeveloped land, approximately 40 feet wide. Based on site topographic information contained on a site plan developed by the project architect, Fraley Stricker Architects, this slope is inclined at approximately 2H: 1V. The total relief across the proposed tower lease site and adjacent slope is approximately 7 feet. The proposed tower lease site is bounded on the north and south by relatively flat -lying asphalt paved areas used primarily for truck and trailer parking and shipping container storage. The undeveloped strip of land narrows toward the east and eventually pinches out at the junction of the upper and lower asphalt paved areas. Land bounding the proposed tower lease site to the west is naturally vegetated and undeveloped, and slopes downward toward the west. According to the Sprint - Spectrum Candidate Selection Form, the elevation of the proposed tower lease site is approximately 25 feet above mean sea level. Subsurface Conditions On May 2 1997, one exploratory boring was drilled near the tower lease site. Boring B -1 was drilled to a depth of about 31.5 feet, approximately where shown on Figure 2. Material encountered in the upper 7 feet of the boring consisted of fill soils generally composed of stiff to very stif moist, brown, sandy silt with gravel. This material was underlain to a depth of approximately 15.5 feet by fill soils, generally consisting of loose to medium dense, moist, brown, silty sand with gravel. Soils encountered below a depth of 15.5 feet generally consisted of loose to medium dense, dark gray, sand with variable amounts of silt. However, a layer of fine sandy silt, approximately two feet thick, was encountered at a depth ''of approximately 18 to 20 feet. Soils encountered below a depth of approximately 18 feet were observed to be saturated. Upon removal of the auger, the groundwater level in the open boring was observed to be at a depth of approximately 11 feet. Seismic Conditions According to the Seismic Zone Map of the United States contained in the 1994 Uniform Building Code, the project site lies within Seismic Risk Zone 3. Based on our analysis of the on -site exploration, we interpret the subsurface site conditions to correspond to a seismic soil profile type S -3, as defined by Table 16 -J of .: i.:�u:'d ��i _�;b'kr }�:::9�»i�k'.`S.}SS:i:i �` 1i; 1�fklai�iJua»�d:,'at�ivl��w{�`» �`�:. �•.� �:: �� u? ..__...... . _ . _... .. ._ '"3i:cdil' tri�:l.iriCx's: aA.zi;n4;n: ` '�L,liiShiiii•`.�' •v'- '�C23fi"yaL"L1:v PSI (formerly lific Testing Laboratories) Engineers • Consultants • Scientists SPRINT SPECTRUM, L.P. Project No.: 9704 -4120 May 28, 1997 Page 4 the 1994 Uniform Building Code. Soil Profile type S-3 applies to a profile consisting of predominantly more than 20 feet of soft to medium -stiff clay but not more than 40 feet of soft clay. CONCLUSIONS AND RECOMMENDATIONS Current development plans call for construction of a new 80 foot tall monopole communications tower and associated equipment pad. Due to the presence of loose, saturated granular soils, the site is susceptible to liquefaction. Foundations built above liquefiable soils risk damage from loss of soil bearing support and large differential settlements during strong seismic events. Therefore, we recommend that the proposed tower be supported on a drilled pier foundation embedded below the zone of potential liquefiable soils. Based on the subsurface conditions encountered in our boring, it is our opinion that proposed tower's drilled pier foundation should penetrate the loose fill and native soils which extend to depths of about 25 feet. We estimate that the structural fill which will be placed on the existing slope to create a level equipment pad will induce settlement in the range of several inches within the underlying loose soils. Therefore, the project schedule should allow several weeks following the placement of the slope fill to permit this settlement to occur prior to construction. The existing sloping pad site appeared to be stable in its present condition, and we do not anticipate that placement of the fill soil will cause instability within the existing slope soils, if the slope is adequately benched and the fill soil properly compacted. However, a slope stability analysis was not completed for this project. Such an analysis does not appear necessary and was beyond the scope of our present services. As mentioned previously, the fill slope will be inclined at a final grade of 2H:1V. We recommend that this slope gradient not be exceeded on all site slopes (north and west) to enhance long term stability of these slopes. Additionally, the slopes should be protected from erosion and vegetated as soon possible. Design criteria for compressive, uplift and lateral support of the drilled pier foundation is presented below. Our specific recommendations concerning site preparation, equipment pad foundations, tower foundations, and structural fill are presented in the following sections. Site Preparation Site preparation will involve clearing and grubbing, grading, and preparing subgrades. The following comments and recommendations apply to this site preparation. z 4( . Z W J U: .o o ' ,WW W =: J am.. N ,L; 0 ¢: D: s..0. C1. _•. Z �. 0 •Z W '0 co, 'W w. • z. 0 -A'. Z PSI (formerly .Fc Testing Laboratories) Engineers • Consultants • Scientists SPRINT SPECTRUM, L.P. Project No.: 9704 -4120 May 28, 1997 Page 5 Clearing and Grubbing: Site preparation should include clearing, grubbing, and removal of all surficial vegetation and root masses, as well as, organic topsoil from foundation and fill areas. Materials stripped should be wasted off -site. We anticipate that a stripping depth of approximately 12 inches will be required. However, areas of deeper organic -rich surficial deposits, such as root balls or stumps, should be expected. Grading: Structural fill required to build the proposed level tower site on the existing slope should be placed and compacted according to the recommendations presented in the Structural Fill section of this report. Prior to placing structural fill, the grubbed slope surface should be "bench cut" in a stair -step fashion forming a series of terraces wide enough to provide access to compaction equipment. The benches should be a minimum of 4 feet in width. The base of the fill slope should also be provided with a 3 foot deep by 4 foot wide "keyway" trench. The benches and keyway are necessary to provide a level surface upon which to support and interlock the structural fill with the existing slope soils, enhancing the stability of the fill mass. If seepage is encountered within the bench excavations, the seepage area should be provided with a gravel interceptor drain to prevent destabilizing the structural fill. If seepage is encountered within the slope excavations, PTL/PSI will be available to provide drainage recommendations based on specific site conditions. Wet Conditions: Because of the high silt content of the existing on -site fill soils, these soils are moisture - sensitive and are prone to disturbance when wet. In the event that "soft" areas in the subgrade are noted, the contractor should minimize traffic above the prepared subgrade areas to minimize disturbance and softening which would require removal of the unstable soils. During wet conditions, the use of a working surface of quarry spalls or clean sand and gravel may be required to protect the subgrade, especially from vehicular traffic. Frozen Subgrades: If earthwork takes place during freezing conditions, we recommend that all exposed subgrades be allowed to thaw and be recompacted prior to placing subsequent lifts of structural fill. Equipment Pad Foundation The proposed equipment pad will consist of a poured in place concrete slab-on-grade with thickened edges. We anticipate that the pad will be relatively lightly loaded. However, we recommend that the thickened slab edges be designed as spread footings. The following recommendations and comments are provided for purposes of footing design and construction. ,..,...,, r 9 'Steairr,•. ;..,;y,;p:rc: •..::YlF =i+s T1.c7?.=vi:'vi. PSI (formerly P, .fic Testing Laboratories) Engineers . Consultants . Scientists SPRINT SPECTRUM, L.P. Project No.: 9704 -4120 May 28, 1997 Page 6 Subgrade Conditions: The proposed equipment pad and thickened edges may be supported above the structural fill soils which will be placed to level the site. The placement of the structural fill should result in a firm and unyielding subgrade. It appears that the north end of the equipment pad will be located at the crest of the 2H:1 V structural fill slope. Therefore, we recommend that this side of the pad footing extend a minimum of 2.5 feet below grade to prevent inducing footing load stresses on the slope face soils, and to prevent the slab from being undermined should the adjacent slope soils slough down slope. Footings should never be cast atop soft, loose, organic, or frozen soils; nor atop subgrades covered by standing water. A PTL/PSI representative should be retained to observe the condition of footing subgrades before concrete is poured to verify that they have been adequately prepared. Footing Dimensions: We recommend that the thickened edge of the slab be designed as a spread footing and be constructed to have a minimum width of 12 inches. The near surface site soils consist of sandy silt with gravel. These soils are frost susceptible. For frost protection, the footings should penetrate at least 18 inches below the adjacent exterior grades. Bearing Pressures: A maximum allowable soil bearing pressure of 1,500 pounds per - square -foot can be used for static footing loads. This bearing pressure can be increased by one -third to accommodate transient wind or seismic loads. An allowable base friction value of 0.35 and an allowable passive earth pressure of 300 pounds per cubic foot (pcf), expressed as an equivalent fluid unit weight, may be used for that portion of the foundation embedded more than 1 foot below finished exterior subgrade elevation. However, no passive earth pressure should be utilized along the north side of the pad foundation adjacent to the slope. Settlements: We estimate that total post - construction settlements of properly designed footings bearing on properly prepared subgrades could approach 1 inch, with differential settlements approaching one -half of the total. However, liquefaction induced differential settlements in the range of 2 -3 inches are possible resulting from strong seismic activity. Tower Drilled Pier Foundations We recommend that the proposed tower be supported on a drilled pier foundation. The following recommendations and comments are provided for the purposes of drilled pier design and construction. itrf }ziCrl x..e ?Y>'Etv.•il^. xr^wu:+s.aa'�.ass i� •*''NtS = :(A ^?F•4:?%�cYTi{rt<AFSI. t.:ioTCF.r+..• z .w. 6D. UO tno W =. ; CO w O. g u_ • D. I w. z� 1— o' • Z1 11J LI.J D o; O N'. � tr; w w'. •�y iii Z, 1- z PSI (formerly F' ific Testing Laboratories) Engineers • Consultants • Scientists SPRINT SPECTRUM, L.P. Project No.: 9704 -4120 May 28, 1997 Page 7 Compressive Capacities: Due to the presence of loose, liquefaction prone fill and native site soils, we recommend that the drilled pier penetrate at least 30 feet below the ground surface. For vertical compressive soil bearing capacity, we recommend using the unit end bearing capacity presented in Table 1 below. The embedment depth shown in Table 1 refers to the depth of penetration below the proposed level tower pad site, and assumes that this ground surface elevation will be similar to the level of the existing ground surface located immediately adjacent to the south. The allowable end bearing capacity, presented in Table 1, includes a safety factor of 1.5 or more. We anticipate that adequate pier embedment for end bearing, uplift and lateral resistance can generally be obtained within the limits of our exploration. Table 1 Allowable End Bearing Capacities ::towabfeAearieg 30. 1.33 DB 20 TSF Notes: D = the embedment depth (in feet) into the bearing layer. B = pier diameter (feet). Frictional Capacities: Due to the potential for liquefaction of site soils extending to an approximate depth of 25 feet, post liquefaction consolidation could produce significant downdrag forces on the pier foundation. Therefore, negative skin friction should be assumed to a depth 25 feet and can be calculated using the value presented in Table 2. A factor of safety has not been applied to increase this negative skin friction value. Below a depth of 25 feet, frictional resistance of the drilled pier, acting both downward and in uplift, we recommend using the allowable skin friction value also listed in Table 2. The allowable skin friction value presented includes a safety factor of 2.0. Table 2 Allowable Skin Friction Capacities Depth( feet):........ Slag: .n on: 0 -25 25-31.5 Downdrag (Negative Value) 0.28 Allowable 0.21 .:i�':.. .,,, .r•.i., <.,s „�i7>- �4:7�Si; ,::3; a'1r'tiSF' :r,isY.r`"'r e. YT3ZRE'?5:i47t?q z =.�z J U. U O, 0 . viw u. w O. u. 1-w zF h- O' z uj moo. O o to 2 lL ~ O. tli z to 0 r— U =, t2 • PSI (formerly F ific Testing Laboratories) Engineers • Consultants • Scientists SPRINT SPECTRUM, L.P. Project No.: 9704 -4120 May 28, 1997 Page 8 Lateral Capacities: For design against lateral force on the drilled pier, two methods are typically used. The parameter used to select the appropriate design method is the length to pier stiffness factor ratio L/T, where L is the pier length in inches, and T is the relative stiffness factor. The relative stiffness factor (1) should be computed by: T- ET) 0.2 where E = modulus of elasticity (psi) I = moment of inertia (in4) nh = constant of horizontal subgrade reaction (pci) The factors E and I are governed by the internal material strength characteristics of the pier. Representative values of nh for the different soil types at this site are presented subsequently. Piers with a L/T ratio of less than 2 may be assumed to be relatively rigid and acting as a pole. The passive pressure approach may be used for this condition. For piers with a L/T ratio greater than 2, the modulus of subgrade reaction method is typically used. Both of these methods are discussed below. Passive Pressure Method: As mentioned earlier, site soils may potentially liquefy to a depth of 25 feet below the existing ground surface. During the liquefaction process, short term build up of pore water pressures cause effective stresses to decrease to zero. Therefore, we do not recommend using the passive pressure approach above a depth of 25 feet. Below a depth of 25 feet the passive earth pressure approach could be utilized, however, this approach is conservative by neglecting the redistribution of vertical stress and shear forces that develop near the bottom of the pier and contribute to resisting lateral loads. We recommend using the allowable passive earth pressure (expressed as equivalent fluid unit weight) listed in Table 3. Table 3 Allowable Passive Pressures (fe :... Allowable Passive Pressure: 0 -25 25 -31.5 0 150 . .x»%� %,: ?: ".�r�?r•,i:s„Sy.Lr.�� r�. �o�ka�L�, �! 3i;. ��� ;is:4�«;�;�a'Yifa,'eise4Wusk v5na5Y1;uAih:h'n,�.1�71v 'ak�r wha'N .:,..a`"afi[ °= as'^:�3�:v- G,,�ial .:s `s6i4eLSda�,iw,4 ' •. arJ. r. 44119; z Hw (CC . U0 moo. ' .w = w 0: �a- u_': d, w. I-0_ z i- 0 w W. • O ui Z' z PSI (formerly F lfic Testing Laboratories) Engineers • Consultants • Scientists SPRINT SPECTRUM, L.P. Project No.: 9704 -4120 May 28, 1997 Page 9 The allowable passive earth pressure presented in Table 3 may be assumed to be acting over an area measuring 2 pier diameters in width by 8 pier diameters in depth, neglecting the uppermost 25 feet of embedment below the ground surface. According to the NAVFAC Design Manual 7.2, a lateral deflection equal to about 0.01 times the pier length would be required to mobilize the allowable passive pressure presented above. Higher deflections would mobilize higher passive pressures. When developing the passive pressure listed in Table 3, we have incorporated a safety factor of at least 1.5, which is commonly applied to transient or seismic loading conditions. Modulus of Subgrade Reaction Method: Using this method, the pier is designed to resist lateral loads based on acceptable lateral deflection limits. For sandy soils, the coefficient of horizontal subgrade reaction (kh) is considered directly proportional to the depth along the pier. The formula to determine kh is kh = nhx, where x is the depth below the ground surface in inches. Based on a paper by Seed, loose sands during liquefaction have a residual shear strength equivalent to the horizontal modulus of subgrade reaction for soft clays. We recommend using values for the constant of horizontal subgrade reaction (nh) for the various soil layers presented in Table 4 below. Table 4 Constant of Horizontal Subgrade Reaction (nh) 0 -2 2 -25 25 -31.5 0 6 20 Construction Considerations: Due to the granular nature of the site soils and shallow depth to groundwater, we anticipate that the drilled pier excavations will be prone to raveling and caving. Therefore, the foundation drilling contractor should be prepared to case the excavation to prevent caving of the pier shaft sidewalls. If alternative methods of stabilizing the sidewalls are proposed, these should be reviewed and accepted by the owner, or their representatives, prior to installation. Additionally, the drilling contractor should be prepared to clean out the bottom of the pier excavation if loose soil is observed or suspected, with or without the presence of groundwater. As a minimum, we recommend that the drilling contractor have a cleanout bucket on site to remove loose soils and/or mud z • tr w. •Jo U O, :co t, . • ' co w w =: J w; wO g . u_ 2 F- a ZI- w w: -0SQ :0 w W; •= V. • 1— • I—• Z1 111 1- ▪ I. z PS! (formerly F.. ,fic Testing Laboratories) Engineers • Consultants • Scientists SPRINT SPECTRUM, L.P. Project No.: 9704 -4 120 May 28, 1997 Page 10 from the bottom of the pier. If groundwater is present within the pier hole, we recommend that the foundation concrete be tremied from the bottom of the hole to displace the water and minimize the risk of contaminating the concrete mix. The Drilled Shaft Manual published by the Federal Highway Administration recommends that concrete be placed by tremie methods if more than 3 inches of water has accumulated in the excavation. Structural Fill The following comments, recommendations, and conclusions regarding structural fill are provided for design and construction purposes. Materials: Structural fill includes any fill materials placed under footings, pavements, driveways, and other such structures. Typical materials used for structural fill include: clean, well - graded sand and gravel (pit - run); clean sand; crushed rock; controlled - density fill (CDF); lean-mix concrete; and various soil mixtures of silt, sand, and gravel. Recycled concrete, asphalt, and glass, derived from pulverized parent materials are also useful as structural fill. Placement and Compaction: Generally, CDF, and lean-mix concrete do not require special placement and compaction procedures. In contrast, pit -run, sand, crushed rock, soil mixtures, and recycled materials should be placed in horizontal lifts not exceeding 8 inches in loose thickness, and each lift should be thoroughly compacted with a mechanical compactor. Using the modified Proctor maximum dry density (ASTM:D -1557) as a standard, we recommend that structural fill used for various on -site applications be compacted to the following minimum densities: Fill Application 2H:1 V fill slope Slab/Footing subgrade Gravel drive subgrade (upper 1 foot) Gravel drive subgrade (below 1 foot) Minimum Compaction. 95 percent 95-percent 95 percent 90 percent uw.,aw:ut tSaV:�d;:*,:w' ir&'iR."c ,�`..a+:l�aiitXGn \`i•iXy ati4F:Si:�::' ��."tc %i .v: A' rJ;iiti sa. 1�' 6 JV:. UO. OA CI U) w =: uj J: z �.. ▪ o. z I--; CU la n p. co p w tj ti O Z: fri O~ z PSI (formerly F, ;f<c Testing Laboratories) Engneers • Consultants • Saentists SPRINT SPECTRUM, L.P. Project No.: 9704 -4120 May 28, 1997 Page 11 Subgrades and Testing: Regardless of location or material, all structural fill should be placed over firm., unyielding subgrade soils. We recommend that a PTL/PSI representative be retained to observe the condition of subgrade soils before fill placement begins, and to perform a series of in -place density tests during soil fill placement. In this way, the adequacy of soil compaction efforts may be evaluated as earthwork progresses. Fill Content: Soils used for structural fill should not contain individual particles greater than about 6 inches in diameter and should be free of organics, debris, and other deleterious materials. Given these prerequisites, the suitability of soils used for structural fill depends primarily on the grain -size distribution and moisture content of the soils when they are placed. When the "fines" content (that soil fraction passing the U.S. No. 200 Sieve) increases, soils become more sensitive to small changes in moisture content. Soils containing more than about 5 percent fines (by weight) cannot be consistently compacted to a firm, unyielding condition when the moisture content is more than about 2 percentage points above optimum. The use of "clean" soil is necessary for fill placement during wet - weather site work. Clean soils are defined as granular soils that have a fines content of less than 5 percent (by weight) based on the soil fraction passing the U.S. No. 4 Sieve. CLOSURE The conclusions and recommendations presented in this report are based, in part, on the explorations that we performed for this study. If variations in subsurface conditions are discovered during earthwork, we may need to modify this report. Because the future performance and integrity of the tower foundations will depend largely on proper initial site preparation, drainage, and construction procedures, monitoring by experienced geotechnical personnel should be considered an integral part of the construction process. We are available to provide geotechnical engineering services during the earthwork and foundation construction phases of the project. If variations in the subgrade conditions are observed at that time, we would be able to provide additional geotechnical recommendations, thus minimizing delays as the project develops. We are also available to review preliminary plans and specifications before construction begins, and to provide testing services for reinforced concrete and structural steel during construction. 3 AL>,. »!r {i ^i SS'r�'v.+l+ sir' aha}:ie.5`s::[ is��at'.tieit �lfi'eada3 w. Ta'rs fJxlP ::SruAtod2c'ki' ,.stay !4!"..4;e, .g,t1 A.f+y}§%`�i'{'�U a � 34:5 ic' iU4AalirdlelUM 'r"aVA' Wiz. rew. D. 00. to CI ' tnw w =: --1 LL w 0: to D. = d� w Z �. I-0. Z t— 0 N' t] W.f. IL 0 O: Z: 0 114 0 z ;4�' =1 ' ,SITE I : �I lirin p� •� • ullu.rl e'- ::: .'tL '. ..] 1 u .atirq • ;..5 -i.i it T •' / 1a w 111 ' MIGMUME ^ tiN .4lvfarC•v CU txrltrr >t • .,OSP = i�,L:r = NI 1Z: uI .s nar e 175TH ST Nl „ .AIWA/ :J •i` • rT` ` v /'/ F05TEa FQG GO1F CMIRSE • „i " i ilc a ; I V..R i LEHTS . er=g • 1 aiic2A0i' :I ▪ - 5. -5 • S I • �o ,' I , •;, 11; :.,.\ .1 ..:':.,, — 112 1 �i5y5TE1a_20. 1 •�; 7: a�RC 3LACX •IVEa • _ • arpORtm :ORES ■ .. - .200 t-- ST S II9M ST ^ S :iOTH ST 51515711`7 4.; I S ti'te'r ;r HO9RNDYK`i2 —` 5 ; . :Ail ill 154TH" :/' 014T\ u \F 0E116 PARK d Sre,l • ^ 24 • •5,.''�t•9i • '.-'`' } • Sprr7KE'rrz: 1.4I PKNY 5AtE3.,• 3140_! J� i. { <� I ! 164114— ' 1 ^S ;tc.7ufv LII' +j m� = S NI :66T<+ N 'CtORS I . 11... N i I S ISi47 M e K E , 11,• .P w it 1 EM' \lr .J -1 N1 N!1 I t I i ! Iran I • 1= WI 51 (� .1:0u 1 ua01AI -.1.- swmmc..4rs.R •atAU I t RR ∎ mot, �` `if I X14; ,; £ *' si _'YISir .•'I t. fy` rn <_ lS i I _TRENTON 3N.i ' 25 CTI0 l <ajST Zr T 70 RI LLA i1RAM11ER IJ i 3140 H E:rHTS 3T watOTT 13 j. • CCRPCRATE;i • SUIT! 310 41061 11 SU 5 I :l• Sit .nl AtaPOar ,j fir ;miI l. �s PX. -arH =1 ,1!� S79ra 5 ^; r4 t .. ail ea 1 3i � S :7,r.151�: PACIFIC TESTING LABORATORIES 11824 North Creek Parkway N., #101 Bothell. WA 9011 306 -435 -4244 FIGURE 1- VICINITY MAP Location: 1_400 51" Place S.. Tukwila, Washington Certificate No. 9704 -4120 Client: SPRINT SPECTRUs1 (SETA- 003 -07) Date: 5 -6 -9" et rSt ski•...: iY: `?:Dx:2 >; d:'='; v'41c�..•': ;i:;7ti+.tlrrC.4.7:e °,'a ;il•;E�+191f4 iTd16.4th`stx`,'3'�kt Ca`t 1 ^ .. 14,, a- IiiNi!'s• • •"1.r£ • B -1 Soil Boring PACIFIC TESTING LABORATORIES 11824 North Creek Parkway N., #101 Bothell, WA 9011 206 - 485 -1244 FIGURE 2 -SITE & EXPLORATION PLAN Location:12400 51" Place S., Tukwila, Washington Certificate No. 9704 -4120 Client: SPRLNT SPECTRUM (SETA - 008 -07) Date: 5-6 -97 ;� �.�.�,..,�. .. r_•a= _�;t;: ?;,ti.;: -�:k i'; ti:.' ts'<. �. t ;.��.= �3i= .uu'✓k�i:��ia!;y_;u; :'' vh° �?.( r' �i7�' CLv« e�Lu»": f�' isy�.i+:�5�7��t:''•kAbKiY.:.C.i • ••..+pnxr �.. Z ' 6 J O( 0 co WI J CO LL W 0; g Q: N D. W _. ? O Z W W. N; O :O F-: W W'' °' ~0 Cu Z: 0 H 'Z PSI (formerly Pa _. flc Testing Laboratories) Engneers • Consultants • Sdentists SPRINT SPECTRUM, L.P. Project No.: 9704 -4120 May 28, 1997 Page 12 APPENDIX A BORING LOG .., ...... ,_. .-. n,.,,.. .,.��.'s.�t.!_ti«,.r..�w.w,.i:i ';,+.::<= :4r.�.rr.: ,. t. J..:: dt,...' ��% �,:{ � .:n,x.i'.G�i;iY...sr,�r.,..3, >7 �terMn .- 'y.rn'!m'.4�..:b:.J3st;dr,C n�E`;' :Yi��a� "a "•.`j'J,`,��`:'.Zii�„t ., ,...,.� EXPLORATION BORING LOG BORING LOG 1 B -1 PROTECT:Sprint Spectrum BSNF Interrncdal Yard SETA - 006 -07 DRILLING DATE: Start:5 -2 -97 CERTIFICATE NO. 9704 -4120 Finish:5 -2 -97 GROUNDWATER DEPTH (ft):18.0 GEOLOGIST:T. Peter BORING NO.:B -1 ELEVATION(ft):0 SCALE(ft/inch):S ELEV DEPTH SOIL SYMBOLS SAMPLER SYMBOLS AND FIELD TEST DATA —0 - 5 — 1m — is - 20 -2S x !i 16/6 !I7/6 1/6 !115/6 8%66 -SO f Boring Continues Water Checked 5 -2 -97 USCS SOIL DESCRIPTION REMARKS NC Y, ML Boring terminated at approx 18.0 feet. Wa SM SM HE SP .8P Asphaltic concrete Gravel base coarse Very stiff, moist, brown, sandy SILT with gravel (fill) . Medium dense, moist, brown, silty SAND with gravel (fill). Loose, wet, dark gray, silty fine SAND. Medium stiff, saturated, gray —brown with rust mottling, fine sandy SILT. Laose, saturated, dark gray, fine to med SAND some silt. Auger filled w/ water to prevent heave. Med dense, saturated, dark gray, SAND trace silt. Blow counts likely overstated due to heave in sampler. becomes stiff becomes loose becomes saturated approx. 31.5 feet. Groundwater encountered at ter level In open boring at 1:30pm was at 11.0 feet Figure Number A— 1 k"Giau' l�Nx-sev :+i�'•r1'..J:'#`sv..;f "� PACIFIC TESTING LABORATORIES �Mr r :w x i r.r�i xsU: 41.13,u4an , `s:2s,u 4w:1:4.44;640 eJeti,1- r,,; ', pi s z w re JU UO N 0 :N W' W =' W O; LLQ Nom; W Z_ I- O Z 1-; LIJ U o, O -; WW • • - O' Z' =: O f- Z EXPLORATION BORING LOG BORING LOG * B -1 PROJECT:Sprint Spectrum BSNF Intermodal Yard SETA - 008 -07 DRILLING DATE: Start:5 -2 -97 CERTIFICATE NO. 9704 -4120 Finish:5 -2 -97 GROUNDWATER DEPTH (ft):18.0 GEOLOGIST:T. Peter BORING NO.:B -1 ELEVATION(ft):0 SCALECft /Inch):5 DEPTH SOIL SYMBOLS SAMPLER SYMBOLS AND FIELD TEST DATA SOIL DESCRIPTION REMARKS PID PP■ wc Boring terminated at approx 18.0 feet. Wa approx. 31.5 feet. Groundwater encountered at ter level in open boring at 1:30pm was at 11.0 feet Figure Number A- 2 PACIFIC TESTING LABORATORIES x;;: ' ' §at ';.• $ au'" "VA a:4i±4„!,: Z W'. U O' t co 0: UP W • W =; N Of LL Q. D: N =O: F— W _' Z �. . Z �' W UJ'. D .D O tA: uJ H- O z; L11 N: h.H,. Z Legend: Symbol: Description: Asphaltic concrete Symbol: Description: Medium stiff, saturated, gray -brown with rust mottling, fine sandy SILT. Loose, wet, dark gray, silty fine SAND. Med dense, saturated, dark gray, SAND trace silt. Blow counts likely overstated due to heave In sampler. Standard penetration si66 test. 140 lb. ham- [---) mer dropped 30" Notes: the boring caved Rig refusal end of boring Gravel base coarse Water measured at time indicated Depth to which casing was installed 1. Exploratory boring was drilled on May 2, 1997 using a 4 -inch diameter continuous flight power auger. 2. No free water was encountered at the time of drilling. 3. Boring location was taped from existing features and elevations extrapolated from the final design schematic plan. 4. This log Is subject to the limitations, conclusions, and recommendations in this report. 5. Results of tests conducted on samples recovered are reported on the logs. Abbreviations used are: DD = natural dry density (pcf) LL = Liquid limit WC = natural moisture content (Z) PI = Plasticity index UC = Unconfined compression (psf) pH = soil pH (Z) -200 = percent passing 1200 sieve (X) SS = Soluable sulfates SR = Soil resistivity (ohm -cm) Project No. 9704 -4120 PACIFIC TESTING LABORATORIES �y {rR_kia +i;: c. w.. cy: �= i= c3'� +3:+vSr2s %fras'.�kiz"o+: Figure Number A- 3 . t.:. ti:> iiGtinw. Ua, wa'.,, w; k�?: ait5;.^$. s?+.: x�' Gkiia". 42=+:'. itiY. x�ivtiit? (\iiy= rti:iikvrt�;irtrC�.w'�atta �+9a��A?i��ti�' ^.rX.S!:' Pik' r' ;+�.5�"'i'sT�..tE.13v7w'r:F*:. ` sii�r11a4Vr,A:\l.r{(ii3 "�':�fr'�A4ai Applicant's Analysis of Conditional Use Criteria specified in TMC 18.64.030 E. On a separate sheet, describe the manner in which you believe that your request for a conditional use permit will satisfy each of the following criteria as specified in TMC 18.64.030. 1. The proposed use will not be materially detrimental to the public welfare or injurious to the property or improvements in the vicinity of the proposed use or in the district in which the subject property is situated. The proposal is to place an unmanned 80 foot monopole in the Burlington Northern intermodal yard. The monopole will be capped by a three sided antenna support frame. Each side of the support frame will be twelve feet across and will support up to four panel -style antennas. Each panel antenna will be approximately five feet tall, four inches wide, and two inches thick. At the base of the pole there will be a 20 by 40 foot fenced area containing the facility's signal processing equipment. The equipment will consist of up to five refrigerator sized metal cabinets (30" by 30" by 5'6" tall). The intermodal yard generates a significant amount of heavy truck traffic and associated industrial uses. The proposed use will have essentially no impact on the intermodal yard itself. Because of the placement of the facility in an industrial area and because of a large amount of existing and proposed vegetative screening, the proposed use will not be materially detrimental to the residential area which is in the vicinity. The residentially zoned area of Allentown begins on the west side of 51st Place South, approximately 250 feet to the west of the proposed facility, and extends for a considerable distance to the north and south. A substantial amount of existing vegetation screens the residential portions of Allentown from the intermodal yard and the AT &T monopole which is close to the proposed facility (please see paragraph 4, below, for a discussion of why collocation on the AT &T monopole is not possible). This vegetation already makes views of the existing AT &T monopole intermittent. The proposed facility will be further screened by 50 to 60 foot Leylandyii Cedars and 20 foot Photina (an evergreen shrub whose new foliage is red). This Landscaping will obscure all but the upper 20 to 30 feet of the proposed facility. Given the underlying use of the area and the substantial amount of existing and proposed vegetative screening, the net result is that the proposed facility will have a nominal visual impact on the neighboring residentially zoned area. Please see the photographs which accompany this application. These photographs have been altered to depict approximately on the AT &T monopole how the proposed facility will appear. Please also note that these depictions do not include the vegetative screening to be maintained by Sprint (depicting trees in a realistic manner is difficult and they were left out for the sake of clarity). It should also be noted that the areas to the east of the proposed site are only visible from the railyard and I -5 and do not represent areas which could be characterized as having view sensitivity. THE WALTER GROUP, INC. Applicant's Analysis of Conditional Use Criteria specified in TMC 18.64.030 i�aC ! §ti:.�L1.?e!:�riy:.:;rkd{ "i'lj *.r rgi liX-gaga igigi 'ialuLt.. Tl''{e}.i' .�2�3:3{i 41`.� �',lYcO%/urC ti-44:464eNaik 'YdRaiR•4ib$1'lti page 1 2. The proposed use shall meet or exceed the performance standards that are required in the district it will occupy. The City of Tukwila specifies that a use in a heavy industrial zone should have a five foot landscaping strip along the "front" of the lot. The proposed facility includes five feet or more of landscaping along the two sides of the proposed facility which face the residentially zoned lots (it is somewhat ambiguous as to what is the "front" of the lot in z question or even if the lot has a "front "). The landscaping plan calls for 20 foot tall x z Photina to completely screen the small fenced equipment area at the base of the pole and 50 to 60 foot Leylandyii Cedars to screen most of the 80 foot monopole. This proposed 6 v landscaping exceeds the standards set by underlying district and will make a very nice 1 0 0 'w o arrangement. w w The zone height limit in the area is six stories or 81 feet (13.5 feet per story). The _J (— proposed monopole will only be 80 feet and, therefore, meets this performance standard. N w p 2 3. The proposed development shall be compatible generally with the surrounding g Q land uses in terms of traffic and pedestrian circulation, building and site design. = d I-w The proposed facility will have no impact on traffic or pedestrian circulation. It is z an unmanned facility which may be visited by a technician in a van or small truck as often z i— as once a month for routine maintenance. The proposed facility is compatible with the 2 m: industrial character of the intermodal yard and with the nearby AT &T monopole. It v o; should be noted that the proposed facility is 20 feet shorter than the AT &T monopole and 0 N off that it is set back 100 feet further from the residentially zoned properties which are found w w: to the west across 51st Place South. In conjunction with existing and proposed vegetative H; screening, the proposed site will be compatible with area's residential lots. - Z 4. The proposed use shall be in keeping with the goals and policies of the 2. z Comprehensive Land Use Policy Plan. The following is reproduced from the applicant's Design Review Application. 2. Where technically feasible, the utility or agency should consolidate its facilities with others and minimize visual impacts of facilities. (12.1.36) 3. Sharing of cellular communications towers, poles, antennae, trenches, easements and substation sites in encouraged. (12.1.36) These policies require a discussion of collocation and the site selection process. While it may be technically feasible to collocate this facility on the neighboring AT &T monopole, it is, unfortunately, the policy of AT &T to ask for terms which are not commercially reasonable. Sprint is a new competitor threatening the incumbent carriers' positions; asking the carriers to share facilities is akin to asking Burger King or McDonalds to share facilities with the up -and- coming Subway. THE WALTER GROUP, INC. page 2 Applicant's Analysis of Conditional Use Criteria specified in TMC 18.64.030 ��ti ... '«Yt s'i •x:: : ?Rr:.1^ . Ft:wK.:x;;i +aa»?S +.r.'. ;ii•;'r;i..:'`:ts ':+. ti7 inn;i"ii'r'isn ir`'. 1.' ..,tit.c44:;,.4Sn"t4Ci1f5ds: -11 $414.t'' k1;Al 'k't.tia &W4dT oo`a latrmi/ehLi `t#aitt3 The accompanying "Statement of Policy Regarding Antenna Collocation" from AT &T spells out AT &T's demands. Essentially, if an "immediate, equitable" swap (a one - for -one exchange of collocation sites in areas which are considered comparable in terms of zoning difficulty) is not available, then AT &T demands $100,000 per year for a lease with only a two year term and subject to a number of other restrictions regarding use of utility easements. The typical rent for locating on an existing tower runs between $6000.00 and $12,000.00 per year (depending on local real estate conditions) for a lease with a term of 10 to 25 years. AT &T's rental demand is approximately ten times the market rate (without even taking into account the short term of the lease and the other restrictions placed upon it) and is clearly meant to be uneconomic. Along these lines it is instructive to read the bottom paragraph of page two of the "Statement of Policy Regarding Antenna Collocation." Addressing the circumstances of a swap which becomes one -sided (i.e. Sprint and AT &T "swap" collocation sites and do not pay one another any money. Then Sprint leaves AT &T's tower before AT &T is ready to leave Sprint's tower. The question: How much rent would AT &T then begin to pay for the remainder of the lease term on Sprint's tower ?) AT &T states that the rent for the remainder of the term for the remaining carrier would be $10,000.00 per year, not $100,000.00 per year. Because AT &T's system is basically complete, the opportunities for an immediate and equitable swap of comparable sites are few. In fact, there is only one site of Sprint's which AT &T is interested in and the corresponding AT &T site has already been chosen. Consequently, collocation is not an option at this location. Sprint has, however, made it a policy to build all of Sprint's antenna support structures with sufficient excess structural capacity to accommodate at least one future collocator. Sprint has already established commercially reasonable master lease agreements with Airtouch, GTE PCS, and Western Wireless. Should one of these carriers or another carrier wish to collocate at this site, it will be available and will thereby serve to reduce the need for additional antenna support structures in this vicinity. Apart from the question of collocation, a number of other locations were considered for the proposed facility. The nearby Boeing Employee Credit Union building is certainly tall and massive enough to make an excellent and unobtrusive location for any number of wireless carriers. Unfortunately, the property owner, notwithstanding advances made by a number of carriers, is uninterested in leasing roof space. There are no other large buildings in the area which could serve as a tall enough platform. A number of alternative locations for a monopole were considered near the intersection of Interurban Avenue and I -5. The Hill Investment Company owns a warehouse (now used as a furniture store) at 13400 Interurban Avenue South. This site was close to residential uses and was also immediately next to the Duwamish river. Due to proximity to the river, this site would have required the construction of a massive pier system to support the monopole (five six foot diameter steel and cement piers sunk to a depth of greater than 50 feet) and it THE WALTER GROUP, INC. Applicant's Analysis of Conditional Use Criteria specified in TMC 18.64.030 mn VW. 4vir page 3 would have required literally ever type of land use application which the City of Tukwila offers. In addition, the southerly location of the site was less than ideal from a coverage perspective and the monopole would have had to have been 100 feet tall. The Texaco sign on the north side of the intersection of I -5 and Interurban Avenue South was also considered. The Texaco sign, however, was neither strong nor tall enough to serve as an appropriate location (in addition, impending City regulations regarding non - conforming signs will result in a further reduction of this sign's height). Other land owners to the south of Allentown were approached as well, but in the end Burlington Northern emerged as the only willing landowner in an appropriately zoned area. 5. All measures shall be taken to minimize the possible adverse impacts which the proposed use may have on the area in which it is located. Though steel monopoles are similar in appearance to large utility poles (particularly those poles which are used to support multiple street lights), most people find them to be aesthetically unappealing. For this reason, the proposed project's only conceivable adverse impact is a visual one. As stated above, the proposed facility is located on an industrial property at a minimum of 250 feet from any residentially zoned lot. The facility itself will include a 50 to 60 foot vegetative screen and the surrounding area also has a substantial number of large trees, both on and off the Burlington Northern property. Only the top 20 to 30 feet of the facility will be visible on an intermittent basis and even then, only at some distance (a football field's length or greater). Locating this facility on such a lot and taking the extra step of planting a large vegetative screen constitute reasonable measures to mitigate the proposal's visual impact. THE WALTER GROUP, INC. page 4 Applicant's Analysis of Conditional Use Criteria specified in TMC 18.64.030 mow. U' 1U O W W X: • d` uJ • z�; z�: D • ,o1—, wW O; z: U cn: i= 0 ,` •;z would have required literally ever type of land use application which the City of Tukwila offers. In addition, the southerly location of the site was less than ideal from a coverage perspective and the monopole would have had to have been 100 feet tall. The Texaco sign on the north side of the intersection of I -5 and Interurban Avenue South was also considered. The Texaco sign, however, was neither strong nor tall enough to serve as an appropriate location (in addition, impending City regulations regarding non - conforming signs will result in a further reduction of this sign's height). Other land owners to the south of Allentown were approached as well, but in the end Burlington Northern emerged as the only willing landowner in an appropriately zoned area. z J O. UO_ UU' 5. All measures shall be taken to minimize the possible adverse impacts which the w =' w0 u. F- w z 1- E-: 11J uj, O to o1- 'w W. 11--U` u- 0. iii z _ U 0 Z proposed use may have on the area in which it is located. Though steel monopoles are similar in appearance to large utility poles (particularly those poles which are used to support multiple street lights), most people find them to be aesthetically unappealing. For this reason, the proposed project's only conceivable adverse impact is a visual one. As stated above, the proposed facility is located on an industrial property at a minimum of 250 feet from any residentially zoned lot. The facility itself will include a 50 to 60 foot vegetative screen and the surrounding area also has a substantial number of large trees, both on and off the Burlington Northern property. Only the top 20 to 30 feet of the facility will be visible on an intermittent basis and even then, only at some distance (a football field's length or greater). Locating this facility on such a lot and taking the extra step of planting a large vegetative screen constitute reasonable measures to mitigate the proposal's visual impact. THE WALTER GROUP, INC. Applicant's Analysis of Conditional Use Criteria specified in TMC 18.64.030 page 4 r; ; t, r•;r' S devtR r nr, rx Yav • ,,�� -e•< s ,;i „.,., .... ��.'3 . •:,i. hY . t�«+ i. u.wrFrnlditai`w•a...S..^�issF;� ic. s'+�`+an;;�6i3si>. _�c3QM�; %ai�LYCS�.au'3 rra.+t7;a'' .iii "`�.ret z»..� . t . anm�xtrxt�X+ �, �t� .i:�x:�:lw,�sa.�- ••���v.;r'�: 1 AT &T WIRELESS SERVICES (Washington District) STATEMENT OF POLICY REGARDING ANTENNA COLLOCATION POLICY AT &T Wireless Services (Washington District) has received numerous requests for collocation of facilities by competitors who are new to the Washington market. AT &T Wireless Services has invested over a decade in the development of a proprietary system of antenna facilities. This existing system is quite attractive to a number of competitors who are faced with the daunting prospects of constructing a system, equal in quality and scope, in a much shorter period of time. While we have no obligation to make it easier for our competitors to build their business, we do have an obligation to continue to develop our own system to better serve our customers, and we do recognize that we all have the obligation to develop antenna sites wisely and responsibly. Therefore, in certain circumstances, we have in the past, and will in the future allow other users to locate on existing facilities or jointly develop antenna facilities. We have a long standing policy, currently in effect with the existing wireless communications providers, of collocating facilities where immediate, equitable swaps are available. ATTWS is actively pursuing locations statewide and recognizes the advantages, in terms of time and ease of obtaining land use permits, afforded by locating on an existing facility. Therefore, all requests for collocation will receive consideration according to the following priorities: I. Requests from affiliated entities 2. Requests from non - competitive users (emergency services, etc.) 3. Requests from competitors with immediate opportunity for site reciprocation where the reciprocal site is located in the same or adjacent land use jurisdiction 4. Requests from competitors with immediate opportunity for site reciprocation where the reciprocal site is not located in the same or adjacent land use jurisdiction 5. Requests from competitors offering financial remuneration. Collocations will be accomplished according to the following guidelines: • 1. There must be significant siting benefits to ATTWS and its customers 2. There must be significant benefit for the community 3. ATTWS must ensure that its future capacity needs for that location are reserved 4. In no event will competitive users be allowed access to shelters owned and occupied by AT &T Wireless Services. 5. AT &T Wireless Services will make no representations regarding rights to real property involving leasehold estates or access and utility easements. Collocating parties will, with certain exemptions, be required to obtain stand -alone leases and easements from the property owner. 6. In the event that a collocation is granted with no site reciprocation, maximum length of tenancy will be two years. '...... fi?z':.fii:F; «,.......5; .. .................iiii.a.....w Attachment E Z LU 6 • O 0. CO 0 Jam' • LL: W.O. P a H W: Z �. • �_- 0: F— •0-.. •W uj; IL: z 0 -' .00 7; .z The party requesting access to an AT &T facility should complete the attached Technical Data Sheet and forward it along with a check for $2,500.00 and the location of site(s) offered in trade to: AT &T Wireless Services Real Estate Department 617 Eastlake Ave. E. Seattle, WA 98109 ATTN: Real Estate Administrator The $2,500 fee will cover the costs of reviewing leases, land use permits, future ATTWS requirements for that location and an evaluation of the sites offered in trade. AT &T will make every effort to complete this preliminary review and respond within 30 days. Please be aware that we do not currently have the resources available to conduct our normal business and give high priority to every collocation request received. Sites to be traded for mutual, immediate collocations will be evaluated for equality according to the following criteria. • coverage area • traffic counts of travel routes served • demographic information including population and median income within a 1 and 3 mile radius • Land use process required, including timeframe for receipt of permits lithe results of the preliminary review are satisfactory, ATTWS will notify the applicant, who will submit an additional $7,500 to cover the costs of Structural Analysis, Level 1 Environmental Analysis, Detailed Zoning Analysis and Legal Review of documents. All costs in addition to these will be borne by applicant and subject to a 15% surcharge. Certain of these costs will be offset by the concurrent need to perform similar analyses on sites offered for trade. These offset costs will be agreed upon on a case by case basis. If the results of the final analysis are positive, agreements will be diligently prepared and -executed according to the terms listed below. TERMS If an equitable, mutually acceptable, reciprocal collocation agreement is negotiated, all terms and conditions, including rent and fees will be considered offsetting and no compensation will be due either party and all review fees shall be refunded or credited back. The parties will execute mutually agreeable leases, subleases, easements or licenses as appropriate wad will cooperate to the extent necessary in the application and acquisition of land use permits. The terms of the collocation agreements shall be identical. If, for any reason other than by the actions of the other party, one party vacates a site offered as compensation on a site swap, rent shall be due on the remaining site in the amount of $10,000 per year. The term shall be considered the remainder of the then current lease term, with a minimum term of one year. Ha site is vacated for reasons necessitated by the actions, conduct or default of the tower owner, an alternate, mutually 2 acceptable trade site shall be identified within 60 days or the collocation shall be considered canceled and all antennae shall be removed from the respective towers at the end of the 60 day period. If no equitable, mutually agreeable collocation agreement can be made, the parties will execute a revocable tower license agreement. This agreement shall have a maximum term of two years with no renewal options. If, at any time during the two year license agreement, an acceptable trade is identified, the license will be replaced with a collocation agreement as specified above. No rents paid for prior periods shall be refundable, but pre -paid rents shall be prorated and credited or refunded upon completion of construction at the reciprocal site. FEES All fees shall be paid as above specified. Rent for an unreciprocated collocation shall be $100,000 per year, payable in advance. CITY OF TUKWILA DEPARTI T OF COMMUNITY DEVELOPMi 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 CONDITIONAL USE PERMIT (P -CUP) ` s°:`,T;`:.^t -? ? ...:. i".f.. ..'.. ¢r:,. =.:......,r s.. .., .: s.. -. .. °��FOf'STAFrISE:ONLY. :K > :' a s " ,.... F: :3 ` : ... Planner w ,� F , .. .:_ , I>e Numbers. , . ecefpt Numbers k rte _ >l P firaje 9.10.: tl. X ,, ... ^... r , t'. 'application Complete (Date.' i� ' . U Y - ys -! . .tip „j£ ) .4 � . ..EPA File #-.. ; r r ' .. ` ; . ppiication Incomplete.(Date j <OtherFite # 1. PROJECT BACKGROUND A. NAME OF PROJECT /DEVELOPMENT: Sprint Spectrum application to place a PCS antenna facility at the Burlington Northern Intermodal Yard in Tukwila B. LOCATION OF PROJECT /DEVELOPMENT: STREET ADDRESS: 12400 51st Place South; Tukwila WA 98178 ASSESSOR PARCEL NUMBER: 176060-0225 LEGAL DESCRIPTIONA strip of land 400' wide running thu the SW Ou. Sect.11, TwnshR 23 North, Rnge 4 Fast W,I1 in. King Co. WA, 1 i westerly 1 foot Burl' ton Northe r t of .way quarter: - — oect� ion: _ ownsnip: 23 NoL t ge: t 'his ormation may be found on your tax statement) c. CONTACT: (Primary contact regarding the application, and to whom all notices and reports shall be sent) NAME: Martin Garthwaite ADDRESS: The Walter Group; 120 Lakeside Ave., Ste 310; Seattle, WA 98122 PHONE: (206) 328-0808 SIGNATURE: /"1/4. ---t -- DATE: 6/3/97 RECEIVED CITY OF JUL 2 l�1q7 pERMIT CENTER CUPCKLST.DOC 7/5/96 zity "Ytk =.re„ :,:Cd . 6q�1�a:Q9'ria4iS'�`"K a��SeSSLr`,"9i`SfSS It t RECEIVED OF TU ILA z .0O • moo. wi J H' N LL. w �. u. Q • Sa. Ci = I.-w F- O, Z H' • D. V -. ,0 . ;O I—. = U. LL o: Z: w U= O •. Z D. PROPERTY OWNER DECLARATION The undersigned makes the following statements based upon personal knowledge: I am the current owner of the property which is the subject of this application. All statements contained in the application are true and correct to the best of my knowledge. The application is being submitted with my knowledge and consent. I understand that conditions of approval, which the City and applicant have jointly agreed may not be completed prior to final approval of the construction (e.g., final building permit approval) will be incorporated into an agreement to be executed and recorded against the property prior to issuance of any construction permits. I declare under penalty of perjury under the laws of the State of Washington and the United States of America that the foregoing statement is true and correct. EXECUTED at Seatt1P (city), Washingtnr, June 3 , 1997 . Martin Spencer Garthwaite (state), on (Print Name) The Walter Group; 120 Lakeside Ave., Ste. 310; Seattle WA 98122 (Address) (206) 328 -0808 (Phone Number) • (Signature) Use additional sheets as needed for all property owner signatures. „':C' ;'.'•<< ... ,. r ::it2: ?.+',kri'f i'i;Se:3;kr.�: t'S??r'4;� + � ,+""'y� �.�.ic'v+r- ,��'Xa:sn.� -s,ta `; �ri���s�. �i�uza,' r „c�m�t,�it�u� <�1�'�'ec��.���i” 4,•�a1S�i'�r�Y .rt,+ "ri+,3izMi,..,.�, z 1=- Z '. w. :o o CO • v� w' w =, •J N U..; w o. u_ • w z o' zi-: • w W, Z w • I. .0 z MAY 05 '97 14:28 FR CATELLUS MGMT CORP 206 625 6402 TO 3287091 MY 05 1705:00 FROM: 2053287051,._ Certification and Transfer of Authority to File Land Use Applications for PCS Antenna Installation Rob krelts.,.) P.02/02 T -353 P.02/02 F-834 hereby certify that, by of ray position with G1t'C -CGwr a%) , I have authority to act fotrthe owner of property commonly described as 12400 S 1st Place South. In such capacity 1 transfer to Sprint Spectrum, L.P., as represented by Martin Garthwaite of The Walter Croup, all rights and obligations which the owner of the property has with respect to filing with the City of Tukwila all applications required to place a PCS antenna installation on said properly. I certify under penalty of perjury under the laws of the State of Washington that the forego itlg is tte and correct. (signature, date) MAV Me 101.1 nr�•ns .97 3ai,.v;Y:cciiip A. PRESENT USE OF PROPERTY: The site is presently used by Burlington Northern as an intermodal yard (a place where containers are transfered from truck to train). B. PROPOSED CONDITIONAL USE REQUESTED (FROM UST IN YOUR ZONING DISTRICT): Install an 80' monopole and associated ground -based equipment for a PCS antenna facility C. DETAILED DESCRIPTION OF PROPOSED USE (FOR EXAMPLE, DESCRIBE THE MANUFACTURING PROCESSES USED, WHOLESALE/RETAIL/WAREHOUSE FUNCTIONS, OUTSIDE STORAGE OF GOODS OR EQUIPMENT OR OTHER INFORMATION WHICH WILL FACILITATE UNDERSTANDING OF THE ACTIVITIES YOU PROPOSED TO DEVELOP ON THIS SITE): Provide PCS wireless telecommunications service through an tmmanned installation consisting of 80' monopole capped by a three -sided antenna support frame. Each side of the frame will hold up to four panel -style antennas, each being 5' tall, 4" wide, and two inches thick. Up to five refrigerator sized metal cabintets (30" by 30" by 5'6" tall) will sit at the base of the monopole inside of a fenced area approx. 2 ' 4 '. v -•- - .,_,� t. •rovided u. to a hie • t of 50 to 60 reet. D. WILL THE CONDITIONAL USE BE IN OPERATION AND /OR A BUILDING TO HOUSE THE USE BE STARTED WITHIN A YEAR OF ISSUANCE OF THE PERMIT? Yes. E. ON A SEPARATE SHEET, DESCRIBE THE MANNER IN WHICH YOU BELIEVE THAT YOUR REQUEST FOR AN CONDITIONAL USE PERMIT WILL SATISFY EACH OF THE FOLLOWING CRITERIA AS SPECIFIED IN TMC 18.64.030. 1. The proposed use will not be materially detrimental to the public welfare or injurious to the property or improvements in the vicinity of the proposed use or in the district in which the subject property is situated. 2. The proposed use shall meet or exceed the performance standards that are required in the district it will occupy. 3. The proposed development shall be compatible generally with the surrounding land uses in terms of traffic and pedestrian circulation, building and site design. 4. The proposed use shall be in keeping with the goals and policies of the Comprehensive Land Use Policy Plan. 5. All measures shall be taken to minimize the possible adverse impacts which the proposed use may have on the area in which it is located. CUPCKLST.DOC 7/5/96 .. CITY OF TUKWILA DEPARTM&. ,'T OF COMMUNITY DEVELOPMS. . 6300 Southcenter Boulevard, Tukwila, WA 981B8 Telephone: (206) 431 -3670 CONDITIONAL USE PERMIT APPLICATION CHECKLIST The materials listed below must be submitted with your application unless specifically waived in writing by the Department. Please contact the Department if you feel certain items are not applicable to your project and should be waived. Application review will not begin until it is determined to be complete. The initial application materials allow starting project review and vesting the applicant's rights. However, they in no way limit the City's ability to require additional information as needed to establish consistency with development standards. Department staff are available to answer questions about application materials at 206 - 431 -3670. CHECKLIST WITH YOUR APPLICATIO APPLICATION FORMS: Application Checklist 13 Application Form (12 copies) 14 Conditional Use Fee - $850 ILI Complete Environmental Checklist and fee ($325) Q Design Review application and fee ($900) (if applicable) PLANS (12 copies): ❑ Other permits applied for: Pes:r. (Z�,,, , S EPA RECEIVED CITY OF TUKWILA JUN 0 1997 PERMIT CENTER Site plan at 1 "= 30' or 1" = 20', with north arrow, graphic scale, and date; and the license stamp of the architect. The following information must be contained on the plan (details may be included on additional drawing sheets): O Property lines and dimensions, lot size(s), and names of adjacent roads O Location and setbacks of existing and proposed structure(s) with gross floor area O Location of driveways, parking, loading, and service areas, with parking calculations O Location and design of dumpster /recycling area'screening and other exterior improvements O 0 Location and type of exterior lighting Location and classification of any watercourses or wetlands, and 200' limit of Shoreline Overlay District O Existing and proposed grades at 2' contours, with the slope of areas in excess of 20% clearly identified O Location of closest existing fire hydrant; location and size of utility lines; location and size of utilities or street/sidewalk easements or dedications O Description of water and sewer availability from provider of utility (note which utility district or City) O Other relevant structures or features, such as rockeries and fences. O Location of outdoor storage areas and method of screening CUPCKLST.DOC 7/5/96 If" k ii rit; . vzzgrA, z �W; 6 0 0' en 0 w z` CO u- WO gQ co D = d: Z F, 1- 0 z� LIJ o' 0 S2 = Lei) 1- -. ui z O =' ." z ❑ Landscape/planting plan at the same scale as site plan, with north arrow, graphic scale, and date; and the license stamp o'e landscape architect. The following ir- nation must be contained on the plan: O Property lines and names of adjacent roads O Location of the following: proposed structure(s), vehicle and pedestrian circulation areas, dumpster /recycling area, site fumiture, any proposed public outdoor art O Existing trees over 4" in diameter by size and species, and any trees to be saved .. / O Proposed landscaping, including size, species, location and spacing. Lam! Building elevations of all building facades at a scale of 1/8" = 1' or 1/4" = 1', with graphic scale and date. Include on the elevations: O Dimensions of all building facades and major architectural elements O Materials to be used O Location and type of exterior building lighting O Location of mechanical units and proposed screening where necessary. ❑ One (1) "PMT" (photomaterial transfer, or photostat) each of the plan set, reduced to 8.5 x 11 inches. OTHER MATERIALS: Other documentation and graphics in support of the proposal may be included as appropriate, such as color renderings, perspective drawings, photographs or models. If other materials are to be considered, twelve (12) copies of each must be submitted (except models). Color drawings or photos may be submitted as 8.5 x 11 -inch color photocopies. ❑ Certificate of Water Availability if the site is served by a water purveyor other than the City. ❑ Site percolation data approved by the Seattle -King County Department of Environmental Health if the site is proposed for development using a septic system, or a Certificate of Sewer Availability from the sewer, utility purveyor (if other than the City). ❑ Proof that the Tots are recognized as separate lots pursuant to the provisions of TMC Title 17 and RCW Ch. 58.17. ❑ Any Sensitive Area studies required by TMC 18.45. ❑ A list of existing environmental documents known to the applicant or the City that evaluate any aspect of the proposed project. ❑ A list of any permits or decisions applicable to the development proposal that have been obtained prior to filing this application, or that are pending before the City or any other govemmental entity. ❑ A storm water design which meets the requirements set forth in the Surface Water Design Manual adopted pursuant to TMC 16.54.060(D). ❑ A soils engineering report for the site. ❑ Traffic study or studies, if required pursuant to TMC 9+.48.070. PUBLIC NOTICE: ❑ King County Assessors map(s) which shows the location of each property within 500 feet of the subject property. ❑ Two (2) sets of mailing labels for all property owners and tenants (residents or businesses) within 500 feet of the subject property. (Note: Each unit in multiple- family buildings - -e.g. apartments, condos, trailer parks- - must be included.) See Attachment A. ❑ A 4' x 4' public notice board will be required on site within 14 days of the Department determining that a complete application has been received. See Attachment B. CUPCKLST.DOC 7/5/96 .' Sr, i Y••.• ;3 �i",µa+ ��F'Yi!:Gsii &i26r;+?:AY+ LF. ��' �''ii�iPAt:tl�wV'•.�iiG'S:uSt'ai iskL�'.�.0 vnuCSl3tkfer.^.'Kt:N'- t�J,w $S�IrI. b + N ;F �;, .. � .M'Cdi'Y�..�y -�i.�� I`+�Y�wTL7'iij�1W. � 7w+Vt4;".•t` �Y,4Nr�i' N1C`.r pu °W,�rv" File: 1:00 nim Drawing# i--z� J V,. 0 0! CO W; w }0' J'•. u..a° Z „ W 12 M 0 ==c1 jQ 1—i H V `L- Hf: w z, 0 A File: mm DraWin#, 1 2 3 14 16 . I 4' GALV. STD. PIPE RAIL AND POBTB, MELDED TO VERT. ANGLES. PRONDE ONLY DEN GOVERNING LOCAL ALITHORITY RECUIREB GUARD RAIL M ADDITION TO 5GREEN 3 11 ALUM, SCREEN BLADES AT 4. OC, PANTED TO MATCH WALLS ALUM, HAT CHMIELB 2 11• x 2 It' • tv GALV. FRAME AT 6, -0. 0,0. 12'x17" x 2" CONC, PADS, BET M ROOFING CEMENT (DO NOT FEEETRATE ROOF) ROOF EQUIPMENT SCREEN SECTION NOT TO SCALE PAINT EXISTING FASCIA BOARD DK GREY PAINT EXISTING METAL SIDING LT GREY PROVIDE 20 GA FLASHING BEHIND NEW ACM. BAND, PAINT DK GREY ACM. MATERIAL'rwrNIMHED GLIDDENPOLYURE DK GREY NO. 424 PROVIDE 6GREENNG AROUND - .SATELLITE P1644 (LOCATION'.TO ' BE DETERMINED.DY 6Y6TEM. •NWTALLER),PAMT.DK' GREY' , --\:. • EXISTING' GLAZING. • 20 GA PREFNI6HED LT.GREY NO. 422 GRAVEL 6TO1/FA6CIA- PANT' EXISTNG'61DNG • • ' INSTALL ACM. MATERIAL ' PREPNISHEP GLIDDEN • POLYURE DK GREY NO. 424 (MATCH EXISTING "EYEBROW" PITCH) PAINT EXISTING BIDING 1 2" HORIL TRIM, DK GREY ' df11114.- r•-- w•- -�--ri L J 1-1 2 3 4 10 11 12 13 15 16 11 ' • • 0 INSULATED TEMPERED GLAZING MAKIMUM U-FACTOR • 0.50 OINSULATED GLAZING MAXIMUM U-FAGTOR • 030 WINDOW LAZIN G L REFER TO 611E DRAWING3 FOR 0313461CM kV DETAIL!, CF 611:SWAM AU WILDING& 2. SEE SHEET 54 FOR FLOOR PAVING PATTERN: 3. GEE 6EET6 6PI, 6P2 A4) 6P3 FOR 6FECFICATION• 4. NEE BEET 53 FOR EQUIPMENT LOCATICTS 41423 ECUIPMENT 6CHEOULE 3. ALL INTERIM DIMEN61043 APE TO WE OF 6110, wins NO11212 OTHERWISE 6. NOULATION TO W. R•30 RIGID CN ROOF OVER mimeo ROCPI AND SNACK MOM 8A/T O LNG MR CEIL. IN CAR YAWL • R-11 RIGID or R-1S BATT (WPM TO I*LAN 4 ILIALL LEGEND), IN INTERIOR/EXTERIOR IIIALL6. 60PM RETARDERS TO BE ON WPM 30E OP 1246ULATION.2 1. MAXIM.PIU-FACTORD FOR MAGEE DOORS • OW . NOM °IMM , UNE. O. ita TO en SEALED calucros, INCLUDN6 ILEA. TIERSEEPPt• PER WASHINGTON 6TAIE NONRE6D1341161. ENEMY COOL , • GENERAL NOTES . . FLOOR PLAN :HARDWARE SCHEDULE :BUTTE eirops, 6ILENCER6, nrc. 6-1 61LENC.E136, TRIMCO 6-2 FLOOR 6101*, TRIMC° 1213E6, U626D es-2 le.6612144 4-1/Px4' SALL MOO MLITT H3r.E. • • tOP, ONE OXIDIZED GOITER FINISH St LACCUIR COATNG P-1 KAILNEEK OTYLE CO% U832D MIIICELL•WECU6 .- 11-1 640304T ALAVED pouo 5A seets (ctmsass Ice( coN1o:22.) ^C-2 moult 6,411-14 MELE ACTING MAKIN. M 3 TME61401.12, NATIONAL GUARD W4, ALUM. M-4 IMAIMPOTRIPPIN6 NATIONAL GUARD NSA. ALIA • M-5 KICK PLATE, 12* HEM X DOM LIE66 wooers WAKEN NEEL, !VIE 11800-112•12 ' L-1 LCOKeET, 6041-AGE 1263PD,1610, 426 (Lew* I•wo.se) 2.2•6 eimIc ewe. so.**Lia•, cm-us CalCILALED L-2 mtvoscy LocceEr, 2414-46E12406, RHO, 626 (EMO! WM26) exit paves 6TatgutID MOR1ISE CYLINDER HOW OCT 6 WITS CLO6 LOCKSET6 6TOP6, ETC. PULLS MISCELL44CI.16 z -3: 3 z 3 3 1 4 • • ••••1 3 3 2 :2' 2 ALM Ala CLAN ENTRY DOM : INTERIOR DOOM 0 ritIVAGY,Lq*,:s INTERIOR DOOR' W/ LOCKINT :ITARICIVir: MINCH pr212224 WELE,E1 =METE EXTEMOR CPU WALL oil 2' 02E10 6TL. HAT C4441.01.6 • IV O. Vii IS-DINGO INSULATKIN WITH W OWL OVER. 811161111100116 I CEMENTITCU6 D. 34 LIEU OF MP WO. WITH CERAMIC TILE OVER. • • INTEIMOR ILALLII 1/2" x 20 CSA.MTL EWE • • 0.C. INT14124 OTP. OD. lEAC34 MEL INTERIOR WALL IV x.20 OA mrL $1% • * OD. 4ITI4 IN0 P. OD. EAC44 INDS 11.1114 R-111111ATT INSULATION, LINU1611 011611111.114111 NOTED. U.J.41-1- • L.EarsENL:? • , • • . . 0 1 2 3 4 SCALE 1/4"•1'-5" 8 12 ,, • : • 20: : 1/00,611 IRMO 'MSC : MA KK DATE • Y• • REVISIONS, • ; •••, • • .• • • • - ,•• • 4;,;.,:.DipSIMONE'S 6HELL'i,..• • • 1,5000:PACIFIC 4-11G1-11,1Mr:SOLIT1-1 TUKWILA: WASHINGTON •"-; r• DESIGN :GROUP/ sumPasussorsof ;;;: • sot so•shopesc • .■ 11116106.2•1011108110104: Fisw, ,AISMN1SS f;;i.; • ore -:,,r311111jais Pmastinsw PEws Plemoktit Ara ENNIWIRTITOR •CITY41312614.):: wow 1.•,•: 1 ittlIA ,:•=s • 2 7 4 6 '• 6 21 24 et at tiZiat NIL 9 6 P C 111111111111111111111111111111111111111111.1111111111111111111111111111111111111111011i111111111111111111111111111111111111111I111111111111111111111111 • 3102 • 11.1.47.11.6 issaimeas l• ' : • . '- ' :'-'' , ' WIDTH': NEIC/A4T MAT'L TTTIL 1143. . MAT'. SILL JAMBS: HEAD A. 3.-CP!, le -0! ,N.1314 GL. . VI 14/41 ALUM. :' ;', , - : :- -:. . 77.77 ANNA ALANIENIRTDOON , ' C:: 3.•0" 1'41 . ' VOL • FLU/244 1•3/4" km. 4) , -- exissoit Done '• • . '- .: . . D . 12'-5" W 'C' . - 7-' - CANMIER STYLI 14121.1.41. 0 1 2 3 4 SCALE 1/4"•1'-5" 8 12 ,, • : • 20: : 1/00,611 IRMO 'MSC : MA KK DATE • Y• • REVISIONS, • ; •••, • • .• • • • - ,•• • 4;,;.,:.DipSIMONE'S 6HELL'i,..• • • 1,5000:PACIFIC 4-11G1-11,1Mr:SOLIT1-1 TUKWILA: WASHINGTON •"-; r• DESIGN :GROUP/ sumPasussorsof ;;;: • sot so•shopesc • .■ 11116106.2•1011108110104: Fisw, ,AISMN1SS f;;i.; • ore -:,,r311111jais Pmastinsw PEws Plemoktit Ara ENNIWIRTITOR •CITY41312614.):: wow 1.•,•: 1 ittlIA ,:•=s • 2 7 4 6 '• 6 21 24 et at tiZiat NIL 9 6 P C 111111111111111111111111111111111111111111.1111111111111111111111111111111111111111011i111111111111111111111111111111111111111I111111111111111111111111 • 2 3 4 5 1 B 17 13 14 15 16 11 ' ID DI139ICN B MECHANICAL 1. Work Included, A Provide material., equipment, labor and services necessary for the InntoIlatton and placing Into operation el carpi.. plunbhg and piping nyeten ore specified and shown on the drawings. B. The work in greral shall consist of, but I. not untied to, the following, L Complete sanitary pkmbine system for the building with corrections from the ',turbine flatus* and equipment Indicated on the drawing. to the public .anitay near Incbding tap, if necessary, or to private disposal system. 2. Installation of water piping and equrpm.nt connections Including water .ervloe Tines and not If required. 3. Furnish and Install plumbing natures as showvrequlred. a. Water Closet - American Standard 9468015 b. Lavatory - American Standard 0355056 e. 3t Co.partm.nt Slrk - Metal Ma.trs "COrvenenl Store Mlnl Birk" 3 con,. 2 drain boards d. Nand Sink - Metal Masters W84-10 -F0 e. Mop Birk - Musts. Model 64 r. Floor &Idt - Smith 3001 -N1313 4. Work exckedd, Noted on drawings. 2. General Requirement., A. Equipment Minh. shall tit the apace available, with connection, etc. In the required location and with adequate span for operating and •erviekg. The drawings are generally dlagrannauc and Indicate Ue earner and method or the Moullalin while the .peclrlatione and fixture Ilan denote the two and quality of material and workmanship to be wed 3. Piping, A Sanitary Piping, Cast -Iron no -hb pipe or Cods approved plastic shay be wed for *oil and vent pipe In or fader concrete and for vent pipe r and larger. Grade caraNlly, *upped nmly and uniformly, adjust adjacent lengths or pipe with reference to each other. Open end. of pie *all be oonIOn day. Iliad. shall b wood notbless than of root o4.. noted. Bundard weight wrought *feel pipe to canto, with ABA ip.elllatlon. 5 -36. Article I0 -1339 *hall be wed for vett* with Innis diameter or 2 -I12' and less. B. eater Pipi g, Copper pipe .hall be wed tor all water .tpply piping e xcept Sevin from nater to building. Type' hard drawn copper Dull be used for pipe not or uxd er • �Trcntpgugr piping under concrete. Fttne shall be wrought copper uroughout. Dielectric =tooling. *all be Installed at any material ding. In •gye.t.. Cut pipe accurately to measurement* eatabll.hed at the Wading a. work into piece without springing or foreleg. Pipe and riding. *ill be free from burr., and fins, and pipe ed* reamed and cleaned Joints *all be soldered with streamline %/5 •older. • 4. . Pip. Mangers and Spoon. A. Horizontal •uepeding piping shall be supported by Crawford Fig. L2 a equal adjustable steel ring hangern with solid rod wpported and turnbuckles capable or Clew adJuetnent. at Installation Hanger esoacing for eat Iron pip. *all not be greater thin 5 nett for other pipe, not greater than 10 feet. Hangers shall be provided at orf.ets and ding. In direction. Manger rode shall be 3/6' for pip. under 3', V2 for pip. above 3'. B. Piping .hull be 'melted with adequate provision for expansion and contraction wing swag Joints, pipe clasp., anchors and expansion Joint*. Pitting. shell be •o spaced tit they will not interfere with sliding or pipe on supports. 5. Cleanoutse A Cloonan., On .In a. pipe, Jell bee Installed in soli and waste Ins at every chine, of directlon and at every 50 feet of rut whether shorn on dewing* or note and shall be accessible h cases. Ur. occurring • In nnI*ed o411 on floor, set flush with •uroudkng *Waco. 6. Vets, A Vents Nall *Moroi not less than 10 inches through the roof. They Jell be gathered together whir. possible Into one vent a. shown 1. Flo/tine A. Opening. In the root for vent pipes •hall be flashed and widened water-tight. Flashke for pipe fall not be lighter than 4 I. per .q. /t. Nest teed and *all be made of two places. The lower place •hall be at Wet t4' square. The top piece shall fn tightly and •hall extend to zee top of the pipe and turn down Oldie the pipe at least P. 8. Pips Aoce.wrl., A Gat. Valve.. 2 -V2 Indes and wailer, Gana No. 431115 or equal, *crewed, 06 Pal, 3 Ind. and larger, Crane No. 361 -1/4 or equal, flanged, 06 PSI. In copper Ik. tt•e Nibco 6236 or equal B. Globe Valves. 2.1/2 fides and wailer, Gene No.1 or equal, screwed, 06 P61, 3 Inches and larger, Crane No.3814'4 or equal, flanged 05 P81. In copper Inn. use Nibco 6735 or equal. G Valve Boxes and Valves. Valve box •Fill be cast Iron with net Iron cover seared to box with brass cap *crew. Valve shall be Iron body, bronze or brass trim, wedge type, 128 pound W.P. and shall meet AU1iA Specifications. D. Chick Valves. In copper lines we Nlbco No. 5433 or equal. E. Dielectric Fitting.. Nonrrroue, Epco Bales Co, Cleveland, Chlo, or equal, at all connection. between copper pipe and frrow pipe and equipment. F. Provide trap primer, for nearest draw or lavatory to hub drains or floor drain. equal to J. R Smith "Prineze". B. Fixture., A Fixtures shill Include bracket., cI.0 and anchor. required for eupporL B. All pke bung nature* Jan be "first quality" as defined and set forth In commercial standard C8 -36 as promulgated by to US. Department or Camera. All enameled Iron Fixture, are to have acid neatening mate camel. G Fixtures and fittings 6161116e from one manufacturer and of similar character In any roan or location. E.andeone, handle., etc, on different. fixture* than be or the same design All fixture* and nttinge shell be submitted for approval with nuts and full description. All expo*d metal not otherwiee specified fall be polished dromiun on brass or bronze Alt wpply valve. shall have ramble oats and disc.. All not and vat water 'unpin to fMxtues fall be provided with atop.. Provide oaet brass P -traps with cl.anout for each lavatory and .Irk except ae specifically noted D. Amer plumbing fixtures are set the crack between the fixture and the will .hall be caulked ureNlly with Tubtlte as nerufactwd by American Musette Company or approved equal. E. CanectIOni to Equipment, L Contractor call make plumbing and piping corrections to equipment .pedfid to be Mni ed by Curer or under other sections or these specification except final oornsctlon* to air cordltbning and hating equlpme,L 6ufncl.t Approved air chambers .hall be (nutted to prevent water hammer. After completion or work exposed Matures, equipment and pipe .hall be thcrougriy cleaned. 10. Pipe uuuatlon. A Domestic hot water pipe and drat prang from water cooler. *all be Insulated With 1R' tHda.s foamed pli.tic Insulation equal to Mwtrong, Johns- Manville or Guetln -Bacon Insulation *ill be applied In ,accordante with manufacturer'• recormendatlOM. Mite wt Insulation to fit pipe lilting*. heal all Joints In the (notation with approved cement B. wine. *oust on the Drawing, or required by governmental agetd. having Jurisdiction, at Lavatories ror handicapped person provide Joir.- Minnie 'Arotlb.• Insulation, eulth paint vatlne, on hot water •apply, tailpiece, and trap. IL Bleeves. A Pipe sleeve. Jell be Schedule 40 steel pipe ealvanlzd art. cutting to length or 14 gauge rab rioted *teal sleeves galvanized after fabrication. Insult *hewer pipe p through floors or walls above or below grade elze sleeves to allow ninon clearance between pipe and steno. or between mutation and sleeve. Use oakum caulking between pipe and sleeve, sealed with a hot pared palette waterproof conpowd. Anchor sleeves In wall. and floor.. Floor .leev. to extend 1/4' above floor. 12. Water Neater, • A Provide a 150 pal worWng temperature factory Intuited and Jacketed glace Ilned storage type electric eater Rester of the size and duractrlatic. d.orlbed. Heater *all be Insulated wish 1-V3• thdt roam Insulation as required to meet Energy Code and be ermined In baked enamel steel enclosure e. lint *ill Include factory furnished ABM! temperature- pr.wre relief valve, operating thaonsut high Ilmlt control, and eagne•lun rods for cathodic protection 13. Attest Panel., • • A Funleh accuses pane Where Indicated on drawings and where requred to permit acs.. to consoled equipment for operation, Maintenance and repair. Ace:.* panel. *all be sized for service, however, not less then 10' x10', compete with frame, anchor .trap., hinged door .Ilh .cretudrivr or key.lodt and fntd d coating or paint, unlee othrolN noted on drawings. Th.. panes Jill be tinned over to the General Contractor a• cor.VUCLIon progress., With Instruction ore to their proper location.. D. Act,.. panel* sill be Ern 2.816, or M4311, or J. R Eolith 94160, or M-165. 14. E.avetInge A perform necessary excavating and badlllling for Inside and oobld. plumbing Mee and acces.ae.. Exavatb *all be true to line and pitch Dadtnll shall be placed In lays not over 6' In depth each layer properly moistened, solidly Iron toped, or othrWl.e compacted to a drafty of not lees than that of adjacent t dsMb.d earth Puddling with water to achieve compaction will not be per nittd. 8.. eectlon 02230. B. Test. and Impaction, A Tea completed system *ill be tested In aeeordinee with regulating authority or under direction or Qtr or hie reprenernative. rilyi CN158''- AIRC"NDITIC324. 1. Work Included, A. Provide material*, equipment, labor and services for the Inatallatton and placing into opratlon or a complete Feeling end coolag system a* specltled a . Indicated. B. the look In general shall condo or but i not limited to the following, L Equtpeen a. specified together with necessary duct., grilles, registers, control., piping, loo voltage fans, control writhe, hangers, sande equipment support., Flashing at equipment, duct and pipe Insulation, unless othar.l.e noted. 2. Related Work, Opening& for duce, grin*, registers electric service to the equipment (except control wiring/and /Inland palling. 2. General Requirements, A. Equipment Mnlahed Jill nit the span available, with connection, etc, In the required location and U. adequate spice for operating and servicing. The drawings are generaly diagramatic and Indicate the tome and method or the n.tallatlon wale the .pecirloattone and equipment Ii.t denote the typo and quality or retrial and workmanship to be tad. 3. Equipment and Material, A. In no case shall smaller equipment be healld thin that specified or Indieatd. 4. Duch, A. Duct. shall be Fabricated by skilled mechanic* and Intalld In • workmanlike manner. B. Transitions, Ching. and elbow Dull be constructed to offer a Mown or none and resistance Were space permits, elbow. Jill have • radlw of 142 times the width (or dept and inanition Pill be gradual with flanges not exceeding 1' h 4'. Uhn structural condition necessitate, fitting. and elbow. Jill be made Jerplyy 6e required but wlt1, vane. as renewerdd by ASNRAF Grade. RIgka angle branch take -oth to grill. and register* hoe the main Jill be made with the use of extractors. 6. Duct. Pall be sanely supported with asap Iron or angt. , Generally duct. *all be supported from overhead mer•nto. D. •net Metal Duct Wan L &heat metal work sell be h accordance with details shown In latest edition or "Low Velocity Duct Coutruction Standards" refereed to as Tlanwl•, and publlehed by ehteet nut and Alr Conditioning Contractor.' National AsevlatIo4 Wa*mngton, D.C. unless otherwise Indicated. 2. Manual shows nethads of fabrication, louver., air trek., etc Use the Manual toes. nineractued products an speclFled 3. O. low carbon galvanized steel or lodt forming quality, .Ith minimum galvanizing of 135 ounce. per omen foot with none or manufacturer and trade name stored on each sheet. 4. Flexible connection. For all duct corrections to each fan provide Venglao (V.tfabric., 1.4 or equal, neoprene coated gam fabric, rsxlbte corrections, mime 4 Inches wide with at lean I Inch slack. 5. Hangers and support.' Ws band Iron hanger* for ducts 36" or smaller In width, bard each hanger over on bottom or duct. In Plate No. 16, and f.ten with mrnal aerw. Ua Wpeze hanger., for ducts greater than 36' In width E Fiberglas* Duct Ubrk, L Flbrgla•s duct work .3111 be In accordance with detail. Jour In latest edition or "Fibro m Glace Duct Construction Standards' nrerred to as TUn al•, and plot*. by Beet Metal and Air Conditioning Contractors' National aeocutlon, Washington, DC, wino othraiea I.latd. 2. Mantel One methods of fabrication, damper*, louvers, eV Intake, etc We tie Manual unless manufactured products are epeofed 3. Use Moro.* goo 1" thick standard duty duct board. 4. Ringers and supports are to be according to Pats No. 70 of ManaL F. Roor Cuba at 14VAC unit.. 5. Insulation, A 6upply du>h outside of the eenditloned apace. shall be Insulated .Ilh 2' or .16 Ultrallte aeq uai alth the Insulation .e0rely wired on with overlapping Joint* so that yrre are no wide. Raw edges of knsulation *all be sealed I B. The hide or the supply and return duct• from the ar conditioner e ell be lined ham the air handling aaeeJNlpmrn to a cinema or 10' from the lilt, Cr . Indecated on the drawing., with Ukraine 500 - Vin' eta, to approved duct liner as uatica1 board. De material Null be fitted careflly on to Inlde or tie duct and Nell be rast..d on with crown elopim a tad by ecrew and eases on top and sides or duet or t . liberalise ducts. Equipment to be properly vibration isolated ea a. to miner. equipmri. oprating noun tr4nmt*onl C. All keuation wont .1a11 be performed by • recognized Insulation contractor specializing in oomrclal and Industrial projects, Inulld In accordance with nanaracWwY recanedatmone. D. !mutation, vapor barrier, adh.tve Sealer and Covering Installed as Ilnbg or wring Null posses* • flan spread ei,stflation not moons 25 without evidence of conned progressive combustion and a .ncn developed rating not enneding 50. Flame .pr.d and smoke developed tent prouder. *ell comply with A6111 E347 and shill be U.L. listed accordingly. 6, Ventilation, A Provide supply and exhawl fan. of the size and type Indicated. All ran and ducts dull operate without objectionable vibration or noise. The motor or enure assembly shell be Isolated from the structure with approved type or isolation absorbers. B. Power roof exhauster. shall Five a steal name and aluminum or fiber law inwing. Fan. shell be direct delve or v. belt driven using cast iron .heaves. The mono leave shell be variable pitch for plus or mina 10 percent variation from rated speed. The entire rotating assembly and motor or each ran dill be Notated to prevent the tanoieelon of vibration Into the structure. The Food covering the fan motor and drive shill be hinged and provided with an approved locking device to fate hood In closed and open positions. Bird •Neel or 1Ax antrum herdware cloth shell be provided for all ran outlets. nth-acting damper. are required. Provtde nonnolble disconnect switch at each ran 1. Registers, Diffuses, and Grill., A Reenters, diffusers and grilles shall be funl*ed and Installed In size. and at locations ahem on the drawing.. Acceesorl. such as dampers, ale volt. extractors Jill be provided as noted on the drawings. Reenter* shell be equipped with a genet behind zee face flange 4tch fall make an air tight seal between the cutlet and the wall. Outlet* dull have oniolent evenly spaced mounting scree to permit drawing the face flange tightly against to manna surface, and compressing the gaeket material Into an ale -tight seal without bonding or bourns the foes flings of the outlet. All outlets Jill be Installed pkrb, level and parallel t0 the bWldkg walls or moor*. a Electric Wiring. A Mechanical equipment having electric motors fall be funlshed .I1 necraay control devices for the protection or each motor and for automatic and /or manual control. B. Electric wiring 16 Included ender the electrical section of the apeclncatioxw except low voltage control wiring. The Contractor Jill furnish temperature control, n ame!. *tarter, and other control winchss and device. to the eteculcel installer. Room thermostat and control .wltdte. shall be funneled as Own or directed, and control., relays, Nantes and wiring *tell conform to the governing electrical codes. 9. Excavation Coaling and Fitting, A Perform the excavation, siting, Fitting, repairing, and finlOing of the wont necessary for tie intonation of the equipment spooned herein In accordance with 02220. No cutting of the work of other trades or or ar, ▪ lruct0al member Well be done without the consent of the deslgning Engineer. 10. Final T.t. A Before acceptance and nal payment, demonstrate that all apparatus te Mothering properly and sfflelently. Balance elf quantities for even temperature throughout, adjust controls, and In general place the system into operation. *tart -tpe for the Meet hating and the first cooling season *art be performed as part or the contract. IL Guarantee. A The Contractor fall guarantee •11 retrial end equipment to be free hen defect or matelot and workeen*nlp and shall replace or raper without con to the Owe" all donative mongrel and workmanship for a period of one year. 12. Intructton, A Contractor *all In.tnmt the Own In the proper operation and maintenance or tie equipment. tECTIQ4 16000. ELECTRICAL 81'81EM L Work Included, A. Provide entries, equipment, labor and services necessary for the Instal al tton 1d pladng Into operation of a carpet. eleectrlcal ayetan a* specified or indent.. 5. The wok In general shall consist of, but 1. not limited lo, the Following, L Furl.hing and Installing fixtures with lamps, unless noted otherwise. 2. Punishing and Installing electrical work panes, service conduit, wring. etc, ka outlets and equipment. 3. Fmni.hng and Installing telephone outlets, condultL, eulre and terminal boards Including • conduit and wire hen telephone tannin board to the Wilding entrance e* Indicated 4. Temporary Co structlon Power, Furnish and Install terponry ccreuuction poser wiring At required to provide wrrlelent poem and lighting for construction need*. Obtain teporary electrical nevi.. In the name of the One. Provide temporary IlgMing as required by Ocapatlonal Safety and Health Act for Adequate Illnlnatlon For construction and entity purposes In accordance telth notion 0500. 2. General Requlrer1U, A Equlpnet (tarnished .011 /it the space available. with coneetlot, etc, In the required locitions and with adequate span for operating and servicing. The drawing. e are genallydlagramnatic and Indicate the mirror ad. Mind of the ketallatlon 4,14 the specifications and 11x101. list denote the type and quality or material* and workmanship to be wed. 3. Equipment and Material, A Mandel. Noshed lender the contract e ill be ors, nee hen defects of any choicer, and Null conform .Ith W standard. of the Underwriter. Laboratories, k ., In every case where such a standard hen berm wubli*ed,, and shell be .o labeled 5. W ere too a more seller tp. Items aro funned. all .hall be or the one manufacturer, erg, noon. Itches *ell be of the sane nerafactwr unless °tingle, noted G Material and Installation method. wed Null b. In accord with the latest and appeovd electrteat and ndinl cl engne01ing practice.. 4. Service Entrance Equipment, A 8rvice entrance equipment .hall be In accordance with the requirements of the Municipal Governing Betray and shop drawings shell be submitted to the *•vine Utility for approval by same. 5. Paneboarda, A Each panel shell be provided with door loak and two keys, kyed alike Each panel shell be provided with typeulttel .heel Installed on door, Identifying the uee • or the branch circuit. Panels dull be flesh mounted except as 0t1 .lee Indicated. Panels shell have bong e. indicated on the drawings as maunctured by 6quare D, 1TE, Cutter leaner, 6. Conduit, A Electrical Metallic Tubing, May be Ned for wiring not run In or under convene or earth or In groused walls. B. Galvanized or BFeardizsd *feel Jill be wed for urine In or under concrete or earth' Conduit In earth coated and napped with Ploykr, 900 tape or code approved PVC. Wire, A *oft drawn +mealed copper having conductivity of not less than 88% of that of pure copper, u trorm In crow section, has from flew, scales and other Imperfectloe. I. Ineuktlon, To 1T3W for branch wiring or sloe 96 and smaller and as specified for leader.. Use Insulated wn from rec..d fixture outlet to Junction box. 2. Sloes No wire miller thin 92 shall be Installed For lighting receptacles, or other circuit.. Wire larger than .10 *all be *trended. 3. Crowded C. ductore, No smaller than •D copper rcad In rigid steel conduit. D. MI•eallaneoe Material., A Safely bwltxtsm Navy duty and general duty 11 required and/or as noted on drateing.. Use 06114 -1 for Interior we and NEMA -3 for exterior en Q Sweet Doman 1113. c. Condult Stripe, Heavy gauge steel sup -on type D. Cadult, Equal b Reid Clifton (hot dipped galvanized) and Eleculul.hbtallk Tbrg. E. Electrical Metinae Tubing Fittings, Equal to T 1 B and /or BrlegeL Correctors *ill fen Insulated rittings. F. Rigid conduct locbuh and bu.hng,• Equal to T e D. G. Flexible conduit and fitting., Equal to Callfoma Conduit and Cable Company, Inc. el. Liquid tight conduit had ntthga ref all exterior send equlpnant corneal... • 1. Outlet boxes, platter ring., elm Equal to RACO. J. K. L. Cannes: Equal to Gone - Hinds. Wire and Cable, Equal to genrai cable and/or al plea. Devices. Equal to Nobel!, mutton• 1320 receptacle* (5262 -13 M. Dwinplat., .611/01.. "Bta- Kneen', and 'Med411et Flip -Ltd era weatherproof locations. END OF SPECIFICATIONS M L K J N Ca F E MARK PATE REVISIONS INITIAL GENERAL SPECIFICATIONS DESIMONE'S SHELL STATION • 15060 PACIFIC HIGHWAY SOUTH TUKWILLA, WASHINGTON \DESIGN GROUP/ Retek hbadam 8 AW step rechlenel Magi Seem RPM DOOM Gap L LC. 600 S. Dakota SL - Seta 21U P. Ct Box 810443 Swine, Wasttl0lon 96166 RLTO 206. 442 -9542 Fax terfG30flotcorn RPY RIFIR: INITIAL DATA' DAT: Pnitininary Phase SIPA Planning Pharr Building Permit Permit Revisions General Bad Dauer aiDECB1 Dr. BytC 1 4ppr. RPYN elan C CONSTRUCTION not fol.::iw;11.1.0 Sheet SP3 2 3 4 1 6 10 11 12 13 14 15 I6 11 B c 5 A It I1r1rriii 1' 11 111I11II�III!I11II111111II111 1.1111.E [ITh1w(:I!II!1I1i • INCH 0 1 • :.: CHINA 1 fir'' ,. • .III,.III�IIj 1III� 1 5 6 St VI Et El tl`? Ot; 6 9 w::L' 9 S . 4 E ... b'0 ( I111II11111111III111I111III11111111111141111111 III1111II 1I111I1111ll111111111I11111111lU1111111h1III11I 1111111I11l ((I1111111111111111J1111111111 1 2 3 4 B 10 11 12 13 (4 15 I6 11 I9 SECTION 06220 • MILLUDRS MNMM CCMPLIANOE STANDARDS: 'Malley 6tandarde or the Wduecural Illoodwork Induelry "(AND/ B. PLASTIC LAMINATE. atoll full ranges of colas, pattern., taws, and finishes or Mastic Ima1e avalleble for selection U. horizontal grade typically. Vertical grade ay be used ra cabael halloo o ad vertical surfaces or cabinet. Um balance dus�xpt oa requvd by AM Cr.. Mall be 3/4 inch PS.t -83 BD ad otherwise, ;plywood ad edges Mall be ohmage ow. specified I. 'Neve.ar ", Exxon Cholera' Co. G SOLID OTCn4 I. MOIBTfE CONTENT, 8% - 13% at lime of In.11lation Z. NAIRRAL FNISH HA52121D, Comply with AU 'Praia" Cda. 3. PAM GRADE NAF•7011W77D, Any spar ulUroul coarse grab D. BCFNDOD AMOCO, 1.6•1.63. L EXPOSED: Medan Denny Overlay (1001. 1. 5991.E %PCC,ED, Grad. B. 3. CONCEALED, Grade D. E. MATERIAL 71410. 6686, rho followers nicknames Mall apply erupt When down thinks on the Crania.: 1301TcM9 ENDS, DIVISIONS: 3M inch thick 7. FACE PLATE& Equal to door Wdrws ulth 3/4 kd1 minimum. 3. WEB FRAMED: 3/4 tat nnbun. 4. BACKS AND DRAWER BOTTOM, V4 Inch plyywan000d, over 24 Inches uld. realm ce*lr bottom appal. Llmlt Nadu ulth braces too &spare Not. 3. DRAWER FRONTS. 3/41nh 6, DRRER BACKS Alt SIDES. VJ ads 1. SHELVE& Iant1portft npad delves 3/4 inch Wck to 36 maw and 1 Indentation to 41 Idsk 8, BASES Design to apace 3 Idle dap x 4 Inch,. high a IB Inch dap recessed law across m{+okd eds. 9 DOORS, 3/4 lnh nldrsm thickens., except Jon Mow grate co the Dreakgk F, CARNET WLRCUNE, Rapers the nIflwcik for t s Installation of to Iodate. G. INSTALLATION, Place level, pub, and at rsN angles to adjacent not More field cutting or trimming l nece cry. perom In a rat, accurate professional manner without damaging to prodlctk ad adflaunt work Attach kecuey .o Ike produce .Ill perform to thar maw abllly ulUrout damage ranting Iron ad.quet. totems.. H. TYPICAL CABIIET& AW 'Caton' grade with pa.Uc anato tops and exposed maraca- 6a•exp.ed wraca.MU be panic ornate moat draw, shells Bull be wood C. MATERIALS. L COMP061TE PANELS, Provide ebnhm capoalte material paneta,'Alpolic' a. .mrecterd by Mitidan. Kesel A xelre, Irla. a •Ryncbond' as nantacuo.d by Reynolds Metal Co. a. Thiduws, 3n1 (one Inches). 2. MIMES, M ewfactu.n' colon cobra so approved by Over, h locationi as indicated on dealings. a, 611vr-melllIC finish b. Red - gloss finish 3. Hadley Residence, a. Tat Method NM D -1133. b. Coating .hall naive a rating or a per 43171 P.1654 aver 2000 hour.. 4. Ilbelhein a. Tat Method Bentham Arch Ulallroretem Typo E run in accordance ulth ANTI G023 and 0.872. b. No creckaq peding, binlring a adhesion tor. err 200d01ia hue, No e Ile cola 7 greater thin than 5 NE units ramrod pr ASTM D -2744, d null not dik h dem or a Wee std pie A8111 D -659 D. ACCE660RE5 - Rovlde noon- corroolve, concealed Gaston. and Fastening meta. es races dad by penal mrurec6xr ad Mew on tin drawing.. ItECTIQN 01160 - DAMPr- %]OFFG SECTION 01538 • MODIFIED 1315111,015 ROOFING. A IltaSRAVTY, Wtrrar Ur Nat repdnd loran for avo year against becoming unserviceable a canna an obJctbmabl a�pps/ Is and Cron .Noy daectrx. a Ie but ming bated1. ad IroAlostne t7reaa cull Include but not e Initd to, Us following, L Leaking war or bIU t 2. Releasing from the celibate FROp)CT DATA Want schedule., dart. literates, and WWbatlore to Idluts tMpa fonunce fa6icatlon prondrr, procbct Valetta*, and aaa.alas DAI•PROLFR3 MATERIALS: L DAMPPROCP MB'DRAE, "Nona poyestr Ha ef 2. FELT, A5111 D 226 type LNo. 5 aplalt coated Felts. 3. Attach darpootrg to atom in angle a*Ncn, .amrg at the base flashing with actual.. 4. Imbed daseproalig fib adwive at rete*.aoy b aebeey hold In plea topic deal Into pkjp the at the top of each w a Meet 5 ha toter and uP IM next snot over w slats and load In sawn. 3EML12 01r15 • WATER rEPELBNT PlOOPUCT DEMCRIRICN, L GETERAL, (Water clear, fast ..yag,pearating,wtr Tat NNW capourd. 2. VEHICLE, altar-alcohol roreulatio, 3. SOLID& elbxan formation Q FR:FERTIE6: L FEPELLJ310E, No war pe atrnlon on Karam a..vlda,nad by ...nay or lad discoloration. 2. ADME610N. No intoferw.. .Ith Us adabn or molar.. Ir tats show illrrerax9, mabk oar Sealant areas or .45 ro Wan 3. eppk re Welt after sealants an Installed 4. DIS:Q.ORATION: NoNo donrggo h cobra tone RE6ISTAIKE TO FIOUSENOLD 2E11CAL& A5111 D DON no =age h cola, finish or octagon. G APPROVED MWIFACE iERS, ep.clncatlon are babied on Gal and Maturedu.. Other approved manfaclunt mat ...t or mold thin standard L "CP -300', Chemical Ftodat., Mahone City GK (8001 624-4356. - 2 'Qhr- Tr•tweRP, Troll, Rockleigh W 01641 (M301 631.668 3. 'purl Treat', Dual International Corp. Dew Park W. 11129 (56) 536.655. 4. 'Durhae', Clover LDrnlcal Corp, Hendon, 7X 771N (113) Q RaftWARR WARRANTY. Raft Work 'pealed heroin for one air ee0-5441, agaves becoming Ins fn. able 0. cawing an objectionable 5, 'elbxre' 3 1-21 teat Pro5oCO, Inc, Kara City K5 appn re,h8 re*ulting Ron dine dNKUw a ronconfanag 661n (9B) 261.100 ati�ab ad worwan.Np. Daada muff nclude burl not M 6. 'Chance 6115.250', Tatum neaten Co, Itasca, II 60143 (303773.310. p. Follow mntactw. reco.a.ded application peeadres. SFCTIO 4 01111 . BATT AVD B1.88KE NSILATION A MNION caYLIANCE VTAtDAlm6: 1M rolbuig Docw.ne gown the work mope whore more rablotion Ilam no specified, . L Pedal Bpeciflcatton HH- I -52F,Type 111 2. Marian 9oclely or Hoag. Rerrfg.atbn, and AV D. GALVANIZED e4W STEEL MATERIAL, Conditioning Ergks.s. L 0L4LITY STANDARD, 45111 A 251, coating da'gmtbn G 90. 3. Nattoul Emtroeelal byat4re Contractors Association 2. FINISH. a. METAL PREPARATION, Amara era panting In capital= a99 MTI1 D 2090 recovadaUon. b. Arena cwt rail with potato. ware! final 1 al mmtxa ttdr*u. A WARRANTY. Lamar the Work specified heron for dne goer agent beaming vaavleeabl or causing an dojoeUomabl. apparatus resulting for elthr defectiv. or nancmfanhhqq atriala and workmanship. Desch dalllnclude, burl not be limited to, w following, L P..IIng, asddng bLatrlrg, alllgataing, or ,.bung bon 6e ling tacky 2. Softening a water into tacky. 3. Lange of ester Into toss balding a within the can.tmcllon 5. PRECON31RFCTION CafERENCE, Pries to tormenting work meet with rollowkg pant. to deco. Ube root atonal., conditions and teotallaton proodune, L Caaration tHa.IntedeL 2. Cowry a City, If realised 3. Caner C. MATERIALS, Owens/Coming 2D144G d JDI -XG. Modlned b=tWw, hot aaptlt applied root nerbssne. L PRIMER As recommended 64 the roofing nnuactue. 2. 15A5E !MEET, Perna Ply IV balm Meet 3. ASPHALT, A31M D33, Type 111 4. GRAVEL, 5/6' rootlna gravel applied In 60 Inhr asphalt at a rate of 400 kv/100 .f. 5. CANT STRIP, b' x Might required, taped Fiberglas.. 6. FA822153. A. reconnwlced by in root mmuracaer rce wbatrat. 1. MANUFACTURER, O.,.t.- Coming Corp. Toledo, 01-1 • 43650 e. ROOF NSLATION, 7' rigid Glom My -Thal mechanically festered to steel deck per mrulctuer'a printed in/rudtan.. D. INSTALLATION: L PREPAR41l24 Do not WWII root until mubibat. 1. .moth dry, and raw of bate matrlaL Remove sharp protuberance's. 1. knell roor according to mane Factesr's printed Intructbn. 3. CLEAN-LIP, Remove all 'donned...Is Won Stork Is carpals. SECTION 01620 - BUILDh3 REST METAL A MNMM CQ1PLIA(CE STANDARDS, in following Doomenls govern the Usk except ewe are merlon a requnrmel. ere specified. L Owl Metal Manual or the Sheet MMat41 and Ar Conditioning Conlnctir'. Nahaal Association MUCHA/ Tatted to, tits rollodbge L Lang 2. Shirking. 3. &.aka or tan causal by sirent or opinion and contraction G 81CP DRAWING& Indicate slue, material, and Rant Shur location and Iranian= procedres, ncbW deal@ or JOIrli, atadrwte, ad clearances. B. NSLATION, Minors' wool or glass rbm beta or bladlol conbmtYqc to EPA wogs CairvatIon requtranents ad Fd H41.52F, Type lit L 01. R4TNG, Manna raw sped of 25, Nn combbwfd of 50, and moles developed a5 0 Win tested per ANTI E 84 2. THERMAL RESISTANCE, "R' alum are listed In the A3NNE Wide to batt and Market halation. Provide D Ira 1630 for roof, 6 hrh R -3 for wall. rd 1.10.1.10 raged at foudation ',minder. Provide akmirm roll Iaatod to one std. with tangss to tapaeg application. G NSTALLATDN, Pontiwy attar edge. and ads to prevent gap. a owing. n the vapor bow.. Wall Wont* with We vmper barrio to the Mss *Ida Bet slaw and edge* of bland. toget r to avoid gyp. In insignia Do not cover Inalatlon IwTI In WWIatIonls* ban Infected anipproved. to 11Q4 01470 ALL W1 Ln• 52211 M.2010V a P6 k A 011A1.ITY ASSURANCE. L Cyyaewrrpo.lt. Pane Maruacar Mall have a mink= or 5 2. FabrtIWfl *MIT .acc ptaba to tepeese panel tiMactu.. 3. Maxim donation Ron vertical and horizontal event of .octal poses null not aced ben in 6n. Q 11T1 t2.6 beast t. 6'�ble* of h type or marbly and color or th Mona et asps, abhors, .la for approval by Consular prior to rabicatfon E GALVANIZED 9IEET GAUGE& 24 gauge minim. L Clips wed for dada.. Hall be two gauges Wicker Urn in plea shy retain 2. FAST54.M., ci61nlyd, udna, and stainless sad F. MATERIAL COMPATIBLITT, Frovid. ndUI9 conpatlge attain. and aatning Wore 9, anted If net available heal hcorpatibe material. to pall .I ctn yele. NBTALLATIQ9 L P.M Raga and thew metal In contact with roofing ...Means. 2. Bed Mast meal Fangs on roof rnbare with rafting cement SECTION 01655 - 64.E f1MHING A MAMMALS. Provldr a synthetic .anonalc wrprorhg ataaltithanopa.ttc rbw c ap or aloe t.iIJ .UaqUe and tear re*htna. .nand to 11 all I �r ProvTda Mom GprJi as andactud FMISS1..100 South Pat Oak Rd. Houston Texas 1 b (131126.300. 15. PIMPAI6ATIONe Clean solaces hoe of dust, loose cwt, pasta, near, pa. *99p99s, and other mlrlals that may prevent amain adw.te to Ue abstain Abby pr hr eh =oh or labs wool roller at Us rat. or 250 to 360 square feet per gallon Alb. prim to dry a ammo or I Me. Raw. prier from Ghee wfec.s ulth Tolan or .scar .99.,t. Use prima , o.0.dd by the mirwractw.. C. NSTALLATICN: WWII tape at Iouttoni rogueing base flaahtw to dame) wta purl or peep 1.1.. Entered nerbrane bf Il*901I .01niate. andarn lJ019 Inaam up to vertical substrate. Lap vertical Joints or of Hashing ape a admen of 7 India Lip horizontal l Jonls or 1999g ape a nlnln= or 2 India In direction or ureter not SECTION 01121. ROOF CURBS A MAS FACTIIITERS, 1. the Pate Carpannl1 &oedvla, IL 60153 ( 30) 661.1970 Model BLEB mild top and other typo es show an Us CFauingb, 2. nyBar CorporMa Addison IL 60101 (312)543-5300. 3, Costae Cub Inc, Chattanoogn a, M 31401 (613)62562N B. 812831 Refer to Dritrg. ref necawry Mmes, COPfL1, L WALLS, alwnlzsd awl. 2. WOOD NAILER& Psalm Installed D. Install orb a.erblies In arcarda,ee ulth manufacturer'. apeclncauan., SECTION 01920 • SEALANTS AND CAILKN3 A WARRANTY, Warrant Us Ub,k specified Mein foe 1yeen ageWl becoming unserviceable or cawing an objectionable a 1aad eumenwt9wg eblaan p. e1w dorsal or nonconforming L Defeat rill on Ada, but not M Ilnitd lo, a, 8119mh1 fro.. Abutting rl a filler. lob. toweling, ading fro, or st 9999 abutting n1 era. an Unsightly caret* defamation by causes other Then movement. d Excsnw cola Mange, chalking, an des pick -up. Felling edwlwly of cdwlvay. 1, Hardening to more than 25% over stated hardness. 7. Warrant i nt matins rimposal to urdbads alit mist the dole, .�Idled or the local lotaldis cod. with axiom awns factor on U. sealant or 70 p9 .Ith a sally actor or 6 to L Q PRODUCT DATA SRnit se ndula, Marla, literates, and IIWVatla. to iodate Urp. loimance, labrkation , procr9ea,Po*Lct 9.11(aa, and mausolea. •. EXTERIOR SEALANTS AND BEALANT8 FOR 1109NG JOINT& Cuing t apaae. taxi part 66k cog old. 1T-5.00221E(3), a onepart ccrn rro,, no (5TT •6. m a 0tapolym .nI.. b y lolvfit releas e, , moisture �ui1 L APPROVED BASIG l DENB, Poysulfde, Wan, y t l 2. prf•A PTABELlnd al other oil base auks, manna, a coabar types. Aayllc,hpalen, and Mw butwl hypo 3. !OL l base 961E mama by volume. 4. CURED HARMERS. (Yore A duronele) Mmxlnun or 30. D. NTERIOR SEALANTS, All exterior sealants alto the roiloubg . L Wring hice..buk mrpaad. caroming to FS. TT- 665'1, of Mine 0634, with active Ingrecliats or butyl rubber, acrylic, haulm, and 0Nsr cellar parable copwd E. CONCEALED SEALANTS, Non-9Jmlrg, rattler (seal, pprrorrd, or buk rarpowds a riomi g to NA4111 dander= 56.9, 554o, or 68-1c, ugh basic bgfedl.Ao of pekfautere s Inncrarcorpora, elnow corpora, or smiler gg I. 60.1.0n TAM, Prrorm a ce .traded raworag aryl ulth or about rfa/orrunat. 2. NGN- ACCEPTABLE, Tyros which do not reseal If seal I. betoken. F. SEALANT COLORS, IWte, bad% gray, aknhm, Ihrtomm and bran Provider clear .Intone for gas. Joints. 6 6141.447 M»NFACTURERS. L Dal Caning Corporation Mldlad, MI 48640 (600) 746.2346, 7, Garai ElMrlc Cowpony, Lhtaford NT 121801518) 231-3330. 3. Paton Corporation, HarlysvIlle, PA 19438 (75) 113.6081 4. Trento, Cleveland 014 41104 (216) 229-3000. H. ACCESSORY MATERIALS, L BACK.(PFILLERS, Non.ab.obrt, nonnaang spaded, dud all paitic or nbber carpatibl. .nh sea, o a NO N-S1ITABLE MATERIALS, 011 or blwnoo typo and b. 612E AID SHAMS. Rand, square, an rectangular, to fit 90loos,tob watt)... 2. Cr711PFE551BL5 FILLER a, '9011.91', IlbrudAt94, Troy MI 48004 (313) 5135.4363. b. 'Emir, Nowt, USA. he Stanford, CT 06903 (2031 322-3820. 3. PRIMERS CLEA`E u RS, TOPCOATS: Ume W .trills listed ai .ulabl. In sealant .rnfactur's instruction. Tat 1a sating, mnpatibaly, and denbnhy before Pxadng. 1. INSTALLATION, Rood ally wan eodlUft as suitable era wb.raclar. parr awn. of LIMIllork Fo1be erulaclu.'. pinlad Hindi= for um and Installation of his products. Arrange proceeds and dovica to protect other Work from dinepdaurear and Oval damage and correct damage. moulting bon Wm Work Prla to =Wing a dellvrhg .trlaa, torldant edema tat on all antral. mat.alk h Wdegwu ad mein ls widowed, consult with the Ar a . before poc. dbO. Follow the r.cor..dattons or the Seelar 4 Watrpoorr. Intlttte'. 'SEALANTS, TM Rota&asl Gala' la Jont dodge and retaliation MAN. SECTION 0810 • HOLLOW METAL DOORS AD FRAlE5 UURRNNTY, Warrant in Wak specified Mein for ore you agawt beconlnnqg U9.vit abl. a cawing an o6J.rlaable appppaararb. rewitng ban oNr.41.011.. 0. ronOnfomag Midst ad a *aaaNp, Dada nail Inhde bA rat M Imed to, the ro8aing: L Ideegate not, and wren 4.r* re 2. Iadr6u1 ..paced urdan 8990.8.90, Q MNMM CQ'FLIANCE STANDARD, Provide Steal Door WIIW1 'Sward' Bade cantructI0, d011a, and Maw Sbnit Mop dos engs 9(1or to OonVUCtlon G DOOR CONSTRUCTION, Previd.6 gauge Nub galvanized steel Mutated and bodrlmd and prhe paNTed doors with mar Ugh tops for atria doors. D. FRAME C2451MICTION: Provide stadard 6 apsupa trans preamobld and add.' before delivery to Ls Mae, galvanized and pie patted nll.d with acquatable archer., rfnf0.ced fa hardwire. Ref. to Baba. la all job actor cadlbans. 5Fc1la4 me51s • ALn+la tt STOmeROI(T DO0Re 4ND r(eglE6 A WARRANTY, Warrant the Work marled lanai i fa one y ur against b 00.95 un.vbxbe or awing an obJa9loable arc. mulling from s11M dawnve or nacetoni g ma ore and markankp Defect. Mill hcddat but not be 11Itd b, the fallout9 L Rough opealae or n0wg part., 7. Loose part. or Installation 3. Fear Imago, 8. PRODUCT DATA, Windt .dsdrb, darts, Wanton and illustrations to Insane the p4 fimanee, fabrication ptoc fires, product 9.81110 m, and accesaie*. G APPROVED MAMFAL1URE/25, 1peclncauone we based on first nand MNutacar. 0Ur approved men!aclua. rust sleet or aced the standard L ((am Co, Inc. Norcross, GA 30092 (404) 4455555. 7. PPG !ridable., Rllsbu9, PA 15212 (412) 434.3131. 3. Amallt. Div, ARCO 8111499 Products, PNIad&phia, PA 23102 (W5)551-2000. 4. Maroat Corporation. IWwa9 WI 54401 (115) 545.5242. D. MATERIALS, Extruded /lush r alloy 6063 15 an comparable alloy at ....trod fa weaned Mnt E DOORS, SW89 841RAKE DOOR& a. Rolled 'Kaaren. 190' nom dale alaltun and glass entrance doors mansracturft by Karma, Equivalent inroads of above leted mamaacwas are acceptable. b. Hardwire. Ronde entrance door. caplets .Ith Nmncturl sesnard and optional Iardalr. as .drduld In the Praising.. c Doors shall be pre-glazed ulth V•' UM, Nlly tapered clear glom. d. Provide option:n a aa ap Id door bottom T C p ROEMRto 2. ALTOOI A ELEC1RIC 81• I0 811DY (OPTIQ(AL), • a. Provide Stanley Da•A•Gllde 3000 eerier, Inckdhg aiding ar=ian daft and sidelight., heady, opreta and actuating cornea Fembgton, Can 18001737.3663. b, Provide mete access control couple mounted at Us usher camas the access control panel atoll pond* root. Control, eudble and anal noniting of no Dera -Gldo access door padao* and 11.1 special security features, c (an699e a 15 VAC fall more tecbic old itid locking la 8 nth a mlf•cantated mad mate 2959-3AC Mat racloy matted Inside tM Due -Gild. Made. d. TM slang door panels null be fitted with Adam. Rt. RO0 ccroaald vertical rod amps proof an device. Exit device doll prohibit manual breakout of does from manor, a Wall sliding doors h accordance with nreactuen specification. f. Rade Wand mat actuating device for handal control or doe ad'San•Ray" notion lance fo- aled. carne. 3. COIN 9,11.. & Rohde bolted and waded comedian, fit b a Mlrilne joint. 4 REVCO:Ct(G Provide rehforchg at bolted atudnenla Ti_ akar... 9 not panted 5. Dave. doors to Jab Me p aglmd, • F. FRA1FY9 epeciroattara are bead oral Kronor Feats 400, 2 x 4.57 Win Rang yea, adapted to swept IBI. glares, ,wuraetud by Kamm" Co. Equivalent product. of above Il.ld neuacluas are acceptable. L No exposed raters allowed In Rend Mbar Rovlda . factory Assembled Rays rook... 1. Fang reinrorceeenu Provide Mammal, If neeassr�y. to ache. structural requironenls, Inludtg, but not limited to,ra1tince to 'pealed and bad., dad bad and e t age pull•a 3. Is. oleander apilu nerve at all split* location.. G. GLAING, V2 Ina Mee tamed glass .11h neoprene gasket Bar butt Jones ulth Mime sealant es mane dd by meanders.. radar gas. nay be mad at required to nil loos! and bad requirements. 9 41.411011MI&L Fkoropolyr coaling to match Teem Red L N5TALLA110N, Install (511 p1b, Neal And In we plans , der waft to abutting aloft at becalm' on the Drawing.. AdJwt for avail, quiet operation Clean glib., Rana and abutting Maras. 6ECtl24 06665.ell- II841I DRNE- 11.1R000H UNDO) (OPTIONAL) 0. 3ARi1.NTT1 Warrant the Weak 'perinea harsh for one year against becoming unrvlceabIe or coring an daJectlonabie •ppuurare. malting Rol 0Wr daocliw a rxxconfomag alert. ad woen,rip. Craft. dull ncxd., but not be Initd to, the toibuhd L Rough operatic. of moving pot, 7. Lone part. or Inailalbn 3. Water Mileage. B. PRODUCT DATA abort .dsaleo, charts, Illrawe, and Iltitratlon to Wheats t s performance, rablcatlon procedure', product variation, and acceesorlei. C. APPROVED MN•1FACTUFER8, 6pedfi6atiOn are bated on not nand Maruactur, an. approved arufacterrs net net a mead W, Mewled L Damn - Division of MCE Omar. Corp. PD. Box 40466, Ho sto. TX 11240-0466. Prone (113)462.6231. 2. Ready Meal Mar✓icWaq 4500 W 411h Street, Chicago, IL 60632 Pr9... • 130/316.4650. D. MATERIALS, Rovlde model 111.2 driv. -9* ukdw unit carpel with all naar.n., aamarla, and operator* raqurd to a caplet. Yallallon Provide maracas.. standard .al•autoeetIo 1.9164 open Rani Me nail s be 401nd Sift x 28 adore lace x 71 "Wfsw d..p. 5avae opening Mill M ipprortalt 5' .l4. by 25' tall. E AL I11501 FNidk Fboropoyner mating to match Team Rad. F. INSTAL.LA110N, Wail tea Mob, Imol and In isle plane. And= merely to renting aterba es India/led On ths Drawings. Adjun for smooth quid operation Glean glom Remand abutting aarua. SECTION 08700 . M1112/1bAM E A 18151111142.3. L Subrh hardware .change. 2, 1E111.A13e b won 11 Wahl!. bcheduia are reared faoe x` whim kenlM1 required typalo hramation to the ve a ass. arinaclwor for fabrication P.P..... B. MNIrU1 COMPLIANCE 6TMDARDS, in tailoring Dooaaa govern the Wok except awe more rabbttw requirener. re maenad. ad. L 1491 1. Nand No,91. 2. ANSI any 3. No. 80. 15. C 4. LL alinalic t NSTALLATIO. Mall In accordant* with the n.,wfa.w.'. !opiate* and pprhad hfermatbn Adjust doom. Clack r, Mabee, wd dome for of operation 6ECTI04 08800 . a u AND , ,2 A MNPUM COMPLIANCE eTA42440e, The fabling Document, govern Ls Wok a Cam rat I coda. to Federal anclOcalla 912-0.4512 and 25G440321) qualities Hann of the!, category. 2. kotallation Hall adorn to rKp rs.xs atrial Gabs 3. Comm. Roadstafety Ac48 t, and Ihr.adrd fa ardat.curn gazes Mesa& (3 CAM 001, Q IWF.424T7) e1mad the Wok ap.an.d Mein fa ore year against bxecoawa u srncabe a aloha an oblectlanb4 ai��.arraree rnlu t.g bas .1Ur defective or ronconroming '4 19. and uirnaehp. Dead* shall include, but not be haft to, the foliaung, L nasal brenaga 2. hsa1alion of rag Om glom. Ira G TEMPERED 82.466, Taped pate 114 Irch l M1LR abler th.nknesa, else, a 1a aiedu 9 Install lee accordance glom BTALLA OIL In I .ter h caw rkm with D. N N imoeofl.9.. 1.c011 glom wing binding, 1 ping, or Ws .1�p9. of work k6Wll dL n lea. 419 gins 9 wrpvg, a brain 94n moldings. end bedsputtyaeaunh gk:ag bade and 11.4 Wore glazing .9 9 beads 19 provided, 4 array remove and reset, wing calla to avoid arras or In any may defacing Work. E. CLEANN6, Remove mess =mood end Nave ghee and .akard59 area clan Clan glazing wrdcs 41lh rbn-1alnag solved or detergent •anove and replace Irpropaly eel, broke, cracked, and unacceptable glass, OECTICN 09266 • GYPSUM WALLBOARD 8T6= A •MINMM COMPLIANCE STANDARDS: Tor 1011ahg Domani. goven the Work except aft n0N ratrlctive hone are maenad, L ANSI 4511 7, Gybsml Association epeclnutlae, 3, AVM C154, 4. AVM C840, Q 9M1I59 Rehr to Rough Carpatry, G WA.LBOAwDi Arcvlde atadard ow.um board, 49111C 36, 8n-rated board, 410l "C' a'% ",7D1M c 36, nano. resi.ant board AS171 C 630. D. 1RM AND ACCE650R65: 3alvaemd red, provide USG RfnFaced Dovine.ad care Mach, USG 200.4 bin and USG 093 expada Jan. E. APPLICATION TO 270D FRA1214 i. LENGTH& Use longest practical 1rq Uns, Small plan ppnamnhi4 only as necessary to 1111 th. epees. 2. DIRECTION, Co g direction 00.011 framing .xc.pt 101191 application may be wed an walla provided Muds reach to calling bow place. 3. ORDER W AtaPLICATICN, Collings 5111. 4, BOARD CONTACT, Apply w dgr toudt Do not fare fit • 5. 292 JONTB, Mat occur OW. al:ports. Maxim= gap 11 I/4 Ids 6. 55.40E212 .01MM RequIrd era paruhaa and alligs .d jean do not aka n ay wy 1. NAILING, a EDGE LOCATION At Min 3f8 bah from board edges. b. EDGE SPACNG, 81rdw fa mild 1 Indus for c FIELD WACHS, 0 minas on rentert dedM. all 2 !Ma Iron red mall d. FIRE RATED BOARD, Rarer to arwac1r'e literature. F. 13011 Rovlds trim wwe board abuts other material, Jose shout and them needed to cove ...zooid ads or board Provide Roamed fang. design acme Wore aroma elm Is dean G. .10149 FNIEHNG, Float 061 Tad cad te maks Joint bnlubl. Ain painted with untenured part Lypl0lly and tap. Id f61 uncut eedbg In concealed location. H, W7ROMA49HIP TOLERMICES, L VISUAL, Any n1Aas, burps, out o! 9911, or at of pleb areal detectable by the naked rya not be corrected 2. WALLS, M11100 deviation from vernal I. 3/8 Inch 3. 5111.5 N 5OARD. 35 In 34 Id1 mama. 4. CORERS, Maxim at or aquae 3h6 Inch in* bass, SECTION 09310.0342. 1LE A 11MM1f COMPLIANCE 5TAIDA®& Forth =row tie 0eromtg nth the eandard grade requrol is of TCA 1311 Provide a Mauler Cade Certificate ngad Us ConVaetor and maracas. 1a each type or the, certifying iM grade l.pe ad quantity or Ilia as wl1 as Ida0lnulion inanition niti n ref ..ran eentaw or cranle tile. Proved. monk canna from a alga .art* roe Mahe,. 01 Ole ad color to as to ratite venation In appearance and quality Q MATERIALS, L WALL TILE Mall M or dadard grade and quality manic naalc as marufactued by, 9.1-Tl. Cap.n.Uan (21IW, TX 10711 (7 3984411 The nd1l conrom nithe to requirements of 0151 138 and Nan be hrrliped it she and color 1900 on the me, .9.419.. apply tile from paina narufedwra r sow on tea finish schedule. 2. ORGANIC nLE ADHESIVE (FOR wu259 car y with A4154 A 136 Pr ovide pi w•llealr as recannmmed by adw191 ARL R FOR 3. F FLOOR FOR PORCELAIN TILE, ara .l FInSh Senate. 4. FLOOR TILE, 11 Ernith the wed, 4,.9. to r.qurwlwne or AN81 rem Ref. an the Rah amble era n arulactu.rs, type*, and urns.. G NSTALLATI0N, 4 Lao at ON work using 8111 the and Vim .ape. as Moat Extad the mark Into recess. and war maim. In mpaca drown an sdsduied to real. tile. 4carately ton ht..ediOn and rerun. Careay grid at dgr or the abutting trim, rant or 821(8 -h Lams to b8llgke, aligned Jolnl. Fh 91a clad' to el/atr1011 outets, plena and fixtures a 1Wt Oleg, wan, or rovers overlap tile. 2. &art h 0000rd1n.. ulth 50.1.5tur's recom edation and applicable 4331 standard.. D. TILE DETAILS L EDGES, Typically abed edges wen .pad Use buRCse only Mae law. 1. SMgT'EwM4AL ICAL CORNERS AID CEILING SPILL JOINT: COME 3. BATE, Match rode alb erupt Werra Moms o 1 4. COLOR, As ..acrd by Architect ad approved by the Derv, 5 EXPAN5104 JOINTS d!»IIWt. Baer for grout errs moment may be e pect.d Rondo war at the following ,900, 1 Expansion xpa lion Jolts and control job.. 2. Ageing door hams ad near Ilea, 3. Around tall penebetlans, F. LAYOUT) L DETER PATIBR49. Menge layout a re the Is smaller Urn henna, craft who caballed by oUw area.. Avoid arrow rivers or tile. 2. JOINT PAVER. Align joints h both directions wan maitre or rectangular the It used Lay pastel to floors ard 3. HEIGHTS Ex ad eta to robot nigh ulthoe uting tie, Jose the Might Is diarbnad G. CLEANING L Leave nand the IMallalbn clam and !roe or oradac4 clipped bdert Wooded, or othawe =Maw work SECTION 0559 • ACW6TICAL CEILNG6 A EXPOSED GRID SYSTEM, Arcola'. direct hung aapealon b tan 500I98 1181 A8171 C 635, Irenrdial@ day ale rune. and W.= 101999.11 foot cross teak ont9 smooth matte wvu panted finish L WALL 112.DNG6, 5/16 Win and molding as oruactwd by the m.p,INon yst. mar5ct... 2. HA.YAORE, 12 gangs annealed. a COATIS . Gannon.* 4. EXPOSED RMS. Factory not iota wand 5, APPROVED MANFACn1ER& le. only cos mamhctunrh a s om Dan Cap, Wanks, CH 44145 (26) 611.900. B. THIS BECTON DELETED G ACWSTIC CEILNG BOARD, Moral board, non-dr.ctlo al fissured, main Waned. L TYPES. Rear to elf Finish 8dedi. 2. 612E, 24 Inch x 24141. 5/8 or 3/4 Inch 3. NOISE Rf1YICTIO4 COEFFICIENT, 90 - 60 type 1 mousing. 4. 52ND 19431311159124 CLA80 Man= 35 to 39 ob. 5. FLAME RESISTANCE Clam A lncoafautlble per F5. 66.6 -1SA 6. FLAME SPREAD, Clam 1 (0.25) par MIME 84. D. pAPPROVED INANIFACTURERN tee only ore amafacwr'm l Arabaq World Indwbir, lac, Atlanta, GA 30339 (404) ' 2. 1M Goleta Cop Tarps, FL 33601 6313) 611.4554. 3. rated Nato Gyula Co, Chicago, IL 60606.4385 (30) 321-4000. E Wall suspension meta In acCadarme with nan1058001 relevant mpedncallaa and 48111 C 636. F. 6PACNG AD SUPPORT, L !pace hangers minim 6 Inches Ron aid and 4 net betwa end.. 2. Rovlde additional Mg.. 3a Ilan. to M .tpperted by calag. summation stela, to pima aw 1,15 deflection or r.tion of11.1 3. Slppat a nom pe aridly from ungerml do not bar on walls or parhiaa. 4. 6bace aim mars to support acoustic panne and oUw Wok rating In a on be calling. 5. Warlock cross -NRIerm with ash rumen. 6. AciNd Woolen ayyi.len every 20 20 Feet to par or mina V4 Inds from 63 nodule i both directions. 4 acwdl AC.CUOTIC CEILING SO4, BOAR Irani ceiling board and tile in accordance COI naaclurars mpaclUUallfon, H. C011118811L L Repair or replace damaged mark 2. Clean palms of Wing and liter from 1brk Twirled In W. Batton. SECTION 09665 • SYNTHETIC RUBBER SHEET FLOORING A WARRANW, Ulmer Um 59.41 spectra M.In for pro year ageing becoming v1arvlcaabl• or Geeing an ob.1ec[lonablo appearance resulllI•Tran either defective or nalwnfominngg manta@ and oduand4p. Defect. dalr11464., but not be IMMO to tM following L Rahway iron Wombats. 2. Opining up at Join.. 3, Falk. to comply with *PA Bu leash No56. B. APPROVED MANUFACTURERS, Specification are bard on Not named manufacturer. Oiler approved marufaeture. 0541 meet or .need Unea. requnemat.. L Flexoo Division of T.xtlla Co,inc, Tu.aadale, AL 38614 (206)383-1414. 7. Nora Float Division alto., Products Corp, Je de 111l2a3 a 3. o ir1holudr1i Fairfield, NJ 01006 (2011 271.4904. 5. MATERIAL, L ThldOess, 12 Inch 2. 81d., 1-1/4 Ird, dleneter rabd 075 Inds., 3. 615., 3 x 18 Indus. 4. Flame 51118, Case A A5111 E 84. 5. Color And Model, L19k& gray, RGT -154. 6. Adwlve, are brand as Mooring material. D. INSTALLATION, L Correct Irregularities that may Cause visible fault* inn 111111 h . flooring. 2. ConAact tat* to Inure tolerable Wan of alkalinity and mimeo 3. Arrange son* In accordance with approved 11y-out drlaang.. 4. Innell In accordance with mruractow'. prided Intmctlon. 5. Caen as wax, and poll. h 1. recommended by mar,racturer. 885104 09518 - ra0OLIENT BASE A WARRANTY, Warrant do Wok *patina heft for as year Igppalsn�l b.00094 4ravb.be a G W log an objectbab1 malmla% and iuo9*rr k4p. Datmssnall Iincrel , eei 1 M. L wa p n the rolkata* 01 oe 7. orritalrg a di'ieeollaing ' ". 3. Corin9 lode. el APPROVED MAMPAC1LIRERN L Reppe Ribber Corp. Fulcra, 014 44803 (5001531 -`1021, 2. Burke Fborbg Products, an Jae CA 9510 (4081 191.3500. 3, Faxon DNlnon 01 Tatra IS6b. Co, Tamers, AL 35614 now 333.1414. 5. MATERIALS, L Mortal, Rainer. 2. 81m, A8Inch thick x Max nom on Drawings. 3. 5010., As .elected 6y CenSultant hat flu 0sactur's range. D. WT1150.1: L Butt ads to hairline fit, avoid stretching. 7. Race base with Joints war cwpwlon and on to catirualy toudw noahg. 9EC1bN 09900 . PARttyp A W4RRANtt, WamM no Work swathed lumen ref ore year 19a W l beronkp lrarvirmble a causing an cbJ.5Ucmable egql1wewarea rMU tlrg Ran MIN. drsellve of mmtodanFg maa.ua ad lualanHp. Drects nrll h:ludq burl rot M IWId 109. following. L Noticeable dl.colorto4Malang. bbcrtng, dadeng, a 1141.41, 7. M)daing. 3 P049 u strat buLL.hg. aulgatahg, a nMi.ng from tf9 substrate. 4. Curing a dustkaqq ecrlo 8 awl 111111055(11 tunas 6. 801%S1 tg or becoming ady. Q aueror AL6, &d.11 a1 range or colon, pattern., Mtesa, 1d Mites available fa seTeet101 including the roaring, L C40R CHIPS, Provide caplets ma of coca chips era color 1.40( am 7. MALL h APPLIED W oLE6, Rovlda place* of caul natal on 'Malpa In. .III pier, with minima dry all bathes. t s 11104 pan1. 3. REIN are conchal. 5 by a raga of varying sheen veal .9901. are 1132. Gilogntan919. 4. nave, MAIERIAL raand Give Us ma,racw.'l ah,po4101 prod, rub. and grrlc idcripbn or each proposed if M product and Its was Provide product cal Onsets In. so raq,mted G COLORS, Refer b Fh11h Bd9dua. D. PREPARATORY t9 L PROTECTION EDRC, Arrange 9(0004ua and devices to protect other Ubrk from disfigurement and phelcal dansg. Repair or replace amain. damaged 1 a result of be Ilan. or W. non= 2. STEEL AD IRON, Renewgreaw on and dust, and Manse di and abraded places on items that have ben ahoy pared wing one type or prima, 3. CCNgITE, MA80 RT, Check fa high nolato. and akAll 5061101 U high alkali Is pram, malice to 1 1(161e level., 4. 523TRATE6 GEIERLL, Rohde normal .9. Nang on foram prwldd under other .actbn of W. Walk Boma. pa or treatment is not traded in We notion 111 tart E MANFACIUwER'S N5Trl1C1155, Folios the rarulaclurr'11 preprinted tntaclicn as a minims .696 04 For beams and InwlllUon of Na products. L 4119E48, Provide Wrenn cola, texWa, and Meet 2. IEATNE66. Do not smear, mutter, or an .00(99s oar adjoining colors or materials. Curl -In Ulna null be .beige F. PANT 114101114856, Rovld. (9.1011( tag tam dry film Widnes. por an, 2, EXTERIOR a. 244•8.LS O4 METAL, 11111 b. ACRYLIC LREi491E COMM per marraduer a reco mendellon c LATEX PAINTS: 1.11 d. FETAL PRIMERS, L5 milk LTNDER COATS, L5 all.. OIL PANTS, 15 nlla. g. TRAFFIC LIIE5, 75 milk 3. 314ICKNEB6 TEST, Use vial observation gauge tut mamma Y sups .aetdt G. COMPATIBILITY OF PANT TYPES. Vrlfy the all:Whey or aide teas. of bah coal with dap pan and brawn field coats. -Wee weaary aultch pea types or aw a block coat to avoid ntoner. b.wea pant type. H. TYPICAL. 9(1189OR 5182115 t GALVANIZED 791741, 1 coat 2110 dot, tout pits, or spay ate% 2 colts 9aml -gloss 'stela sand. 7. STEEL OR IRON (Regular prior by fabricator) last Toudt-up of parer. pp 2 ccooatslMr14411lea gbssomxtrior Vella 3, 419411111RIM, prate/ prim par age. I coat nrcormerdft parer 2 coals aayne wahine coaUrg- AoyWane by Jon. Blair Pent Co. a equal 4. PAVEMENT, (Traria Ores) I coat Zone madams paint. I. TYPICAL INTERIOR 6113TEMO, L PANTED WOOD, • 1 coat 011 base mann undercoat. 7 coal Satin anal, 2. GYPSUM DRT UALLL, I cal Sena and plow. 2 eo181 Fat Ina a oil Mae awed 3. 6TEEL, (ROM by !ablator) I coat Toueh49 or ph., 2 coats earl-gam .one. SECTON 10536. ILLIMINAtED FASCIA SGi1AGE 8T81E7 A PRODUCT DATA, &ton schedules, carts, literature, and 119.140110* to indicate Us palominos, Nbricallon pocedua, product variance., and scam:rim APPROVED MANF4CIURER& L 'Nana' Rouble agog. fabric a. m,ulcnrad In 'Texaco Rd' =Or, as approval by Over, 98011089082.30118350551455811809119 A PRODUCT DATA, abet erlud4es, tuna, lianas, and illustrations to Indicate be pperRtielalce Natalia poa.drr,9(04.1 vrltbn., and 055089961. Q MINMM COMPLIANCE 6T.DARS, The totaling Duuaenu govern We War swept Aril non re*Vbllve Itaa an wanted, 1 47461 4118. G APPROVED MANFACTLFERS, L Boat= Damon, Inc. 7. Charts Pero Co. 3. Sadly 11.1Mfoutan Co. 4. IUa era., Ire. 0. lmanucaer r ecoadalbn f0. location r* sham and Melt a miming meat brow pros ndkg. E NSTALLA106 Securely Nato .rah err io pravwe1 dbbcalla Of Vandalise. Atl1611 each Ede pIrb 4d level In the bulls* ideated M L K J 14 G F E MARK, DATE REVISIONS INITIAL D GENERAL SPFCIFICATIONS OESIMONE'S SHELL STATION 15060 PACIFIC HIGHWAY SOUTH - TUKWILLA, WASHINTON \DESIGN GROUP/ Rea, Moran Mthotiu Mrseduel Dab) Serena RPM Oseig1 Grail L L. C. 600 S DW,ota St - Suite 210 BeeBox 80443 t11 Waelilgt.r 98108 Phan 206442 -9542 Feat 206- 442.9700 rent: Ipr910Oosiee n RPM REVIEW INITIAL DATE RAIN Preliminary Phase SIPA Preserving Phase 991249ne Permit Permit B ntaione Grmrat Bid Batas 290E011 Dr. By:CMB Appr. RPM/ 9101 CONSTRUCTION r Shaer Sit 2 3 4 8' 1 8 0 11 12 13 14 15 16 11 TB C 15 A 0INCH 5 CHINA .6 SI' VI. £I at . ' "01 • 6. 8. _.x .L '.....9 5 a • £ z nb'o 11111111111111111111)111111111 I1iil1111l1(hire.iil1111 i1 1li! 111liiii111111111114111.111HIii j�lli1.1.1.1111.11111lll11Ii 111111111111li1i1111111 1 2 4 5 6 •l 6 9 10 11 12 13 T4 15 16 IT 10 911012:10'03 . : tl Al2Y CE T4E 1 _- A SCOPE, the Wick as donned on the Cover Beal le 6umarlsd ea roles Construct a *Ingle story convelern store building with steel stud contraction, I wall Cares, Wllt•Ip roofing, later. thy well nartlll millwork solid metal doors and Ranee, dyaall ogling., soar, Mead, Wild roan accessories, eeqquupeee, ate work and mechanical, ppkenbhg and electrical work antroot meet canopy W'editd !Mica penis. Construct coronet* rawey car lash buildtr t, mull urrrgroud storage take per nmracww's rmarenendatkare. B. RELATED UORC PROVIDED BY TIE OJFER not applI 1ble. G PRIOR ENTRY. L One reserves right or prior errW to carp std and padully completed trees ra pegomame or otter Work to b. peaornd udr other contract.. 2. Cabe canWCtion operations, materials, and equipoise storage, apparatus temporary conlnnturt equipment and oUr ca,VUCiIm related activities to shits and portion of the Project Site as designated by tin Owner, or a. Indicated on the Praukg 3. Do not we adjacent properties, Including private properties. rd Uel of prbllc domain for notarial and equpment storage or for cognation operations without ep.dJnc dates appoval of my and all authorities hiving full and proper Jwdctlon SEG1IGN 01215 • OUNER PROVIDED DOCU•ENTS A COPIES CF CONTRACT DOO!•ENT& The Orr will obey W the Contracts,tp to 4 see or Contract Dobbs. free or charge for conduct. Repot. Addition' copra .111 be avallabI W t s Contractor a he pays tin cost or nprodudlon. B COPIES CF eIPFLEMEITARY CONTRACT DOCII£NTO ihe rolbwhe Der provided donarml* are tedby designated as &ppe.rmtary Contract Doaern. The Consultant does not guarantee the contents as b m aracy, conpldwnen, or wltebllRy. L eon. Rrpart. 1. Survey. 5ECTIGN 0325 • MEASUIS3ENT Ago PATrEiT A FRCG EGG SCHEDULE AM COST BFEACDOJt1 Winn 21 days after eixecutIal of Contract, Want, In acceptable form, Anticipated proem. tw ed. gloving dubdWilon or Contract Into various Ilan or peewee construction, gulag quantities and pb.e, as bade for coepnu9 vake to Omer or pennant treble parts or facility to be Paid for a monthly .that.. No parent will be sad. t0 Contractor wilt such schedule has bean heated and approved. B MCC E66 PAYMENTS, MbntNU payrents will be made on value of corpleted work and materials Milady .toad at etas Ira r.t1 .. Over will not pay for .true stored orf•.Ita pa yrn by Omar will be We .Minh a raaaenable time Ron a astraclal Application Is receded Conracta *hell l'°lor 1t., ten, and ono dad *tote lama. T be hen Iy Chi age or bit or safer ore Cortracta mil b. hem by 0asr will 30 Days slur 8ubant.l Completion IEEE r0 LW.! E 1611 JmI . P HMLNE A SHE Cal7RtCT DOCat8tT& Tr Deeeq. are the.. sandaled h the 'creel Ibex` as listed on the Cover Sheet and Ideolned In tin Contract Oreulgs, In Narryy Interco, are schetatc Ind do not dense exact location or owing part and pie. of Work Ito. Noised fly vary h dit.nlon and In ohm ays hoe the specific Itn called ra in the Contract Doubt., In such saes, date nino not poet. each pat by 'on to Job' neaaeenrm, dra.Fgs from equipment druhdur0, and coordination with bit Wick B. SPECFICATlCt45 L The Format or the Sp.clrlcatlb. divide Wins auk into Major Division* and Oak Sector and adapts W group the Work In .let Seddon by mace or nal.'l I or by Sad., *toy to the cananianoe or the tbs. No trade jireclicttoe. are bladed or YOWL 2. Tls outline fain ad hpratlye voice are 19:vattr wed W ooh rep.itow we of bee a wad grow* (wrh ea Nnlol and dell% MCcntracta dell% and other eller steered) and to call Fa the type of maned and a afhods and Iknit or their we In Ua briefest beublo reran tub words omitted from the text dull e .e wntrud to be Included Jet as ir they .. ridded each tine C MNt77M Ca'PLUNCE STANDARDS AO INDUSTRY SPECIFICATIOt Matruh and operation dp•clnd by We nn. to abI .h.d specifl4tbn of a.N.cl.r, a society. .n association a code, a other r frerc d stowed, shill cap y with the c.ren redem.0 or t s referencod dos. nd orlldaly pdbuded on a before to dote or receipt or bid.. SECTION OHIO . 1F6Tah LABORATORY 6ERNCES A k Fdeperdera testing laboratory may be selected by to Goner to Wpmt and Cal the malaise and netteds at construction Ad heehaw specified for caplt.noe with to Contact DoameM. fl Tic Geer alit pay fa IM Idle! laboratory .rakes of materials that ca my with the requrment. of Ur Contract Doormats. The Connector shall pay fa trti g and menthe or .ter bray ant do not rPy with the reddened. or tin. Contract Doomed. STRICTRAL aNc BETE, t AGGREG4TE TEST% Clerk the proposed aggregate In accordance with A6M C33. • 2. MIX DESICak the xw crooned at for proportion, water came ca ratio and slap In accaanm with ACI 613 and 316. 1 BLIMP TF611. Take step tats pre ASM C 143 at the beading of ach dayot posing operation and Wrmwr atr aglwrats a noticeable dams. or slap mars. 4. SAMPLING, a. Make five handed oalid.s It the begrnlg or each peewee. Take extra .espies at noticeable change In the evade wise. b. Tale for additional test cylinders for every I¢0 bolo yeda or fraction Ihr.of. Cure per Mill C c Perform sapling In conpllare with ASM C 177. b. TE3TRG, test cinder* for caprwbn in aacordince mth A6111 C 33 a. LABORATORY DIRE: 7 cylinders In Accordinc. to AA N C b. FIELD CURS4 R.endg cylinders h iccadrre to AVM C 3L T.t cylinders two at 1 ays and two It 25 days, averaging test moults. Tat draws cylird.n at 56 der. 5ECTKN 01510 • TEMPORARY FAGLITE5 A CoBTRUCTION FACLFE6 Provide the rdleerg facll1Ua Id he we of all prsbrel boontracton, and Mr authorised pesos.. L TOILET FACILITIES. Provide matey adagete faclllttes wt met legal redeemed. 2, DRRKIk1 W3TER• Provide dein treIng ester laltmhpe dl..pps.ab4 pipe bps end caMlhr* fa use R5 3. ELECIRC, hovda coach c ant caaroe to V, logo Ruse pour with ith cm ulWn 700 fax of locationssob. 4. LIGHTIG: Provide ..ems d foolcandet for conduction wane daylight a not weird adequate. 5. CONSTRUCTION wl with hov1d. di sneer des and ho. .4th contLe .1Uer 700 !eel of entices U.S 6. HOISTNG F Provide testing . pea, ncet.ary, fa light construction .rle co epytlg ulth Jalb*tlme atety cods 1a B. FIELD CF}10E, t Provide and maintain a weaUrllght building ulth 'actable door and rondos, to servo 1e a Job office available to t s Contractor, Subcontractor, and he Dar, Provide lights air conditioning, and Mat as required. Provide a drawing tab!. with lockable rime on, . ddrafting beds Remove officer from premises when one can be set up inside the building. G STORAGE FACILITIES, L Provide and .elan adequate ueaU.nt1oht storage facilities, raised 6 Inds minion above the ground with aids. and top enlo.d, and lockable doors. 2. Replace medals Iepoperhl etord and dinged by rosin or predicted weather condition. Remove 41aage facilIis gem materials are stored ul(Me the ateuelwe In a a aUrtlght condition D. GRAPHIC& L JOB SIGN. a. SIZE, Naas' 64 square reel b. MATERIAL, 3/4 Fah APA opow. 1 or atria plyrood, A•C grade on ID overlay. PiOSTS. 4 arhn. x 4 haw 2 required. d. FRAMIFY AND BRACES. 2 bro. x 4 Inches. e LETTERRY.. Nero of Job, Oran and Contractor. Project ego dull be executed by a potodonal sign palntr. P. LAYOUT AND COLOR SELECTION, A. selected by the Omer, E. FEUIRCTCN O SIGNS, No edvrtl.ng sign .y b. Installed abhors on t1e sit. etrneN 014910 • MATERIAL AND EOWFMENT a EJBUTIn11lGN& t Met all aul»tit0tIO* proposed art.' to awed of Ulm Contract h riling with winced laceration, babies, and dItt. ,ce In coat fa waken= Do not salts Wsrtwion weeo they are approved in writing. 2. Prepare quotation fa proposed Mange In the War. to a 'break dory ran giving Uwe ember o alts, unit coat of mini's, hours or blear, hourly coat or labs, tool cod, overhead and Pont, reflecting credits ea 111 re etre.. B. USE MAIE0A011447 ARE L Nora end or high gmlity stud 10 the we tneerdb except ohm noted as % d.. 2. Suitable ace Notion intended 3. Correspondin g a quality to noted mantles a Ue abmnc. or a definitive Specencellon 4. Of good a l / earrce ere'booed to view • neo b. Of an. .curer oarr aepoau��ce la Us taro epmlfb b. Iiy Ntlno and delll'rd to the ,Ito 6 sort gbreprllaa. =paned containers diet Ue nature or line stelae u soluble fa contains.. G LLCM( BY OTHER 3. Margo-10 aaomaate NJt. UbN. lthori IntogNtlen 1. Inadequate request Nib Wtruelbns before proceeding. D. Fallon .nleelve'. Pathetic. When such intruder. are In conflict ulth tie Cosset DaoarAo, make rebut for arlrlcalton before proceeding. Keep a copy or Ue n rdactuer'a Instruction on to Job. E. Perron high quality pef..b.1 uorknn ip. Join .true to Wren Actuate rut w they rod with straight Ilse, free or assn on overlaps. Wail armed ranee apptapftaulIyy Iev 1, ptab, and at attain right angles or flan with adJohrg material,. Attach .trIeb with wfnc10n strength rubr, and weceg or ahead*. that w ill not fall until .truu Joined are broke or p.1erntly deroemad SEGRON 011¢0 • CONTRACT j,LOUEOVT A SUBSTANTIAL CGPPLETIQI: L Winn Ue Contactor derides that t o Work a s deelgawdpnnlcn ureor Is,dbantlllly amok., w Contractor II sad a written notice of tivate! Capletlon to the Orr r go..Llrg an inspection of the Work 2. Within a raaaonabla tins art. receipt or the Corvette r'e notice claiming eub.tantIal Completion, the Diner Yell make an Inpootion of the Wick to determine tM state or =rotation and .111 prepare a p oh•lig of Ito requiring bristle or caredram, 5 11 doing tM cane of he Wpadlm the Orr detrmiw Uxt the teak u not edlauelaly complete, 1e n 11 dHeontlale the o.peellon rd ratify de Contractor that the Ibrk dos. not comply with tM r.qur.rt. for Sdsuntul Capetian 4. raedubkl teen r .'t of routs that the Work is not Nbuntully omelette the Contractor dell correct yes dencleoba and sand a second rltten not. to the Dar a. asppearrt�red above. 6. *inn the Oder deem,. that Ue Wok m..d the require... of 6lbtantal Completion, to Orr will prepare a Cerlina's of &inletlal Capetian, AA Doo ant G104, 6. Tln Contractor dull prepare and Wad b to Our a Il.t or Men to be carpeted on corrected within Ur tine lots Mwbllaled In tin Cedric/to or 66etantlal 1. Tin Orrra.111 review and nand the Ibl of inns to be corpleted on corrected and oqbad Ue completed ltd W the Ca tlnaa10 of 6abataglal Caps.. B. MAIBALS, NSTRETI t5 AND KEYS: L 1M Canracta shall seeable ere delver to U. Orr pined or treeRl., ceases ervbug,.htarrce, end olaentnnps instruction and part. IIa 1a all Item of equlp.lr provided as pan or Ue Contact. Inotrb saw and added* of local nprwnarves or escheat or equipment. hob .roes con a(Inrg Item or dltf..n equipment. 2. Provide too bole or ea required .WWI toatdinn Mechelcal i d ElectrIoil portbns or w Wok 3. The Convector Well provide MVICatt or sled and Cap.ts% gporvecry peraand to Inruel the Owen panomel in the beetle and .Meru of all ap.1tlrg equipment and sphere provided as part a the 4 goon maple. of Ue Work Ur Contraaottea Bell deliver lw Rep, Ies 011Fe aster k ohdtab yin tir11 &d W II .east yes Oran In duclivaltm or canWctbn kw,tad lode wed In the Project. C. RELEASE CF LIENS, L Re Co necta sill dally W the Our a baler needs of Ito covering all Work perromed under M. Contract, inobd1g Uet of SbcordActort 6lstbcantraeton, maden, ad other .jpllrs of .twlae ltd labor. Execute the release of lien en Dountets shlir W AA Doormat G106 'Contractor's Affidavit or Pared or Debtaa and Clem. and AIA Doormen 0106A YmwctorY Arndavlt of Ra4lw of Lent 2 The fork shill be axaated by U. authorized otMee and notarized All required eludeena dell be Webb as noted on Alt Docent G106. II adoption re listed e Other AA Doormat G106 or Dared DANA the Catheter shill fund bad satwfaetory b yes Our fa each.xcaphat 3 No final ppaaynanl will be made by tae O.e to this Canactar unit All read. or Ilea haw been dellverd to the Oar, D. GiUARANTEE6, BONDS AND M ECTION CERTIFICATE& L the Caracta gill e. gueant.a nom mate*. and t tea dip a reseed by Article 13 at the AA Greg Condition lad spice Oneonta. and bonds required by the ConWCI Doomed embed in the oars name. 2. Ida to mime application fa final parent, the Contractor dell m11at and aw.bla all required guarantees and bonds and d.11ver that to the Cum. 3. The Connecta shall collect and doable all ceded certificates or Impaction luting, and approval and deliver ton to Ro Oar. E. WARRANTIES. L Farah rlttrl Warranties to the Ole.' Includes specific Ilona h each product warranty atipueld in lie kdlvldaal dales. 2. Secure, and Mama required Inspection Certificate. 3. Raper on replace damaged patron. or the construction, under Warranty, tree dodges result from faulty .trio ae�egUsgers uwWnenfap. 4, Igondi trat todmmaton a aectoryau wgn dla t by 11s Contactor will give superior utisfaotthe result., and that lyk.yUy .111 be equal awper la b the i1ppeelned Id In a seined Wn..hxteonln r are specifically IULed In tM request for nodRballon a .ub.tIWlldt R FINAL CCMPLETIOW L Well tM Work he been carpeted fully In accordacee ulth lM reuqulrenenla of the COndael Doo r sl., fie Contractor dull send a r1llm milts claiming anal capbtlon end dull ...bogy note each lien on tM pad let as being complete an Un WWI or any roonpete Nan. 2 1Fe Contractor still submit the Application for Payment Fdlcatnj edJwued or accounts beds aigtUT Contract Slat addition and deduerr. as Feltded on Change Orders Will allowance., deduction. to urnrrmtd Usk and other reeqq amens end h t s documents, Including the Consent of Surely Capary to F.I Payment, AA re anM G101. 3.Up receipt of the Contractor'. notice clalnlm55 Final Wipletlo, the peer ulll perform a final hrpection and If Shedd Is completed rally h boo diroe.Nh the requirements of the Contract Document., the Omer will due a Certificate of Corpello4 and a Certificate for Feel Pared G TERMINAL RISPECIICN, L andlewlu pia to .n Fetton or the one•ynr guarantee period, Us Contracts shill male an inspectia of the Obit h to colony or to win, The ore .hell be give not Id. than 5 days notice prior to the anticipated date or lading impact.. 2. W1.e try pata or the Wachs prow to be defective and require replacmet, rupee or acpwuan4 tho Contractor dill Feadlatelkyl provide material. and labor nemeses to remedy such defective Utak and gall execute tech lots without delay tMtl carpeted Udel the data of uch 11.. o of the ear even carpenter Of Be corrective working extend beyad ihs expiration data of Urguarantee pored. 3. The Contracts gull not be re ebb for correct. or Ube. tdh ha. been damaged we or neglect or .bud by to Outer nor Ue replacest of parts neranIUled by Hemel weer h um. 9Er_rlw 0.12 . CLE4NUG A PERIODIC CLFINNG, L GARBAGE COLLECTIONS. Rohde a collection can at each Iccalbn on the site sod a an oaths area. Pick W all garbage not d.paited h can deny If garbage Is bet overeat, cover ran. Renew garbage ha We alts at WS 011134. Keep the tUork arts free of garbage, trash and veminlnrs.0 lon 2. TRASH REMOVAL, Clean to Work area or bash at lad atm a seek tM rapid accents. Dacus, remove ',Ashmore I1 o.tly. Rene. M embslb. trash wch s piper And cardboard da 3. DISPOSFIt7N CF DEBRI& Re ova dab. from the sib and new lasa1 dlspomton. Lo0Nton for deposal ss11 be or the Actors deice OIWn the above res',Idlon No ddbrg a .11.111 may be bred or boned at line sit. Take nsonay precatalor. to proved accidental blame of al.1.I• b avoiding large acauulatbn or cabatb4 metal. FNAL CLEA4IICe 1 The Ilbrk area sill be to mehl cleaned Inde and ouutde Clung Include removal of medga, area, gtalM, f0g.prIn, soil, did, spota,a.L IW, and other foreign materials from fi need and exposed seniors. 2. Reno. all impede he1RWe. Mom 02110. SITE CLEARNG AND GP/55N a A VEGETATION FRE6ERVA1l 511 Do not tenon trees or deb* without to specific approve' of the Camultan1. Dodged vegetatbn replaced B RECLIFEMENTB OF REGULATORY AGENCIES, Aches W State And local code requ0amrn. for Ifs depot.' of trees end ebbs moved h. Us CUL G (MEW:HIP CF REMOVED MATERIALS A'D VEGETATION, WW1 noted Ihrulae, removed materials become the property of to Contractor. D. PROTECIICN OF VEGETATON, Rope a fare off vegetation U.l Is b retain to prevent dings. E. GRUBBING. GrW0 co.tnontlan Ara b a Ode depth of one foot be. to existing wad. L 61RJGTIRAI. EXCAVATIONS, Re move slim .In roots and s roots, 2 SNP REMOVAL, Remove saps W a depth or a lust 8 tl hw seder lowest abvatm or the euavetlon. Ea A 11. Soli Report, If available, govern edging Nedra. co dltlon. conditions. B OSNCEA.ED CONDITIONS: Variation. Ron Contract Daumanu for cordite. not apparent at the start of the Work v1111x ad ..td a* dawbed In to Contract Conditions G SOIL STIFFNESS, de information concerning subsurface .oll 111fh.e 11 not available, sews an angle orrapon of 45 degree .de opted moisture condfflore. No angle of repose can be egad code.. cad. serous ads Avrl vertical a geepe the. the angle or repose, fan are required D. GOVERNING DO1ItNt& the folbaag Documents 9avan to aapauaal 511110 and Ibaltl Atlwetr41lon recamndatla., O.plr XVI1, 1326652 E EXCAVATION NSPECTION, Do not place comets h rooms excavations without tM CasultanN Vepectlm F. FILL AND BAGCFILL MATERIAL, Select RI at.'ul pieced tadr.leb.,10.dau.01 and paving gull comply mih tie rollowa9 raqu0.ents. 1141.111 men wed from the 1110 croaked 11 U nab coepy dough to we or 1101.11 . such a sand or line. L LIQUID LIMIT, 30 b 45. 2. PLASTICITY NDEX, 1 W 20. 3. LIEAR 6HRFl 13 100 ad. 4. FURITY, No steno a deal* large thin 3 Mho. 4 COMPACTION, Provide 906 dad dandy under la W and Vag Moak 566 nn10 dr6IW .bads Add ale a 3y out W maintain optima mob 00,(111. AA1HTO cabochon tat Metbd T -95, petard at opted noeare. Place 11111n layers not W exceed 6 .dm age oaoacten. H. CCIPACTIaN CP GRANULAR FILL, Corpse trend. under sibs as mace: L 8 .odt NOES (OR LENS, Provide granter fill material son lwxih t1 Impact radlb bl ualr Ctu001 to 2. 1311 : within AND 3b NC reface. cod .fl ate deg 0 In s .001 2 fee of to 17 fed 06th : eel W a a t 1 6 In 6 Inds lay... 3. Os b tt ►L'IIE6, aspect 11 6 InhCh lauds gosling hm w sold L 6AND LATER L LOCATION, dee sand cushion a noted under conO10te subs. 2. MATE/5410 16811 - graded, been* mineral sand Wood, neetta end desalt. per ASTM D 2466. 3. CCIIPA SS, 2 rem ledr warts and 4 Inc. ideo t 4. COMPACTION: Compact b support tamale *about settlement clang placing. J. VAPOR BARRIER Provide a 6 ell polyethylene eagle ran vapor barrier woe floor stabs placed on earth �Cr1t'x1 :2246 . C41L STMLIZAIK l A Coordinate the requYmena4 or the 6lruclural Dninga .Ilh tfe requirements or UM ballot If a conflict Hula, rotation on lie 6lnel.a1 Dra4g1 uhe precedree. Rafr W fin bole report and *urvey tor existing a o11o. condition. TECl c*4 01264 • 111891E C_.: - A MNIUJ1 COMPLIANCE STANDARDS, C.'plu with all applicable ever name' standard.. Unauthorized use o3 hew chemicals i5 Aridly 10bldden' B. Warrant the Ilbk .pe:Jbd Moth ra eve year.. Dared* shoo hobs, but not be Inl/d W, the Following, L Termite ActMty 1. Damage of bullld1re matelot* cawed by termites G Ibid. 'blamed of anagd 011.111. cawed by lemon 01t*n the Warrants pelod. D. APPLICATOR: Applhator dill be bonded to pedal W. type of Wok Were local Iluerq n aveleb1e an reqund, applicator dill be bawd To pedal this tya of Work E P01624 DILIENI, Potable late, F. Ftovida EPA a cJwelcah of Ue ralbuM type* L ORG TES Doeban CU, Dos Owllcal USA, Mldand MI 46614 (Dfl) 636.1000. 2. PT Tb4OID& a. Dreamt Fr, FMC Commotion, Aggrriculture Cheat b. De in TTC,la ICI Am.*BIrc3Wlnin293.6000. 4R099 (3031515.3000. b Torpedo: ICI lwlra. lno Winston, DE 8599 (3131515-X00. d. 6 000 1 11 69 Chemical Corporation, Rodaont, IL 6008!3 81 6969100. G OLUNTI1E3 CP UCRCUG SOLUTION, Provide I gallon per 10 dqur. feel uses the building *lab and 2 gallon. per b • lime feel at Cab prlegr. H PROCEDURES, Notify Un 1peMllre authority betas rawrcVg vice Do rot app y um 10 role that are .dwlwiV wt. Apply wbtron lenbh1tey prof W placing vapor bar7r, SECT1 4 02510 • CCk10E1E 13 U WALKS AND PAV5Ya A 010RK GOVERED BY OTHER CELTICS*. The actual prfamanc. or the dekmaalna ten* his Salim but deed W the applicable redeemed of Monica 3 • Carreto MNIMe11 COMMI.bA3CE STANDARDS, Wick h accordance with the 1.11.1ng L. ACT 316 and ACI 325. 2. Pala. Caren Ambition, PAM and PLD5. 3. ACI 302 G COIGNE MATERIAL& Provide 2300 psi grey =masts ulth eV entraining and utter teduci g with accelerating aantrdMs D. PAVNG AND CURB J0M FILLER Provide 3/4 Mort thick Clear Mart construction grade redooad with doses s detailed an the Dra.119.. E PA O* JONT 6EALRIG COPOUD, Provide a dela become, naparu.d Tot applad .au3 r re oud Bear w AIb No, 9105, co0pyS9 with F3.88.5•NOB. F. DLOFt FOR DRaNAGE, Nape warts, driveway., pavag, and suttee G. TOOL*G, L EDGNG, Edge walls and paves edge* to a 3/8 Inch radu. at epee.. Jcia and do. needed W fan A teal apposed 2. JJbTI1G,l�u' Joint to., era Dr.Ing0 as control Joint* 3. CONTROL JONI, 3/4 06 once We ropp.d, smooth dodo b regain gl 4. TOOLED JONT , W het Wets row Ohm... 5. W OR TIAN8HIP, Remove make or tooling from On seam H FN1Ik LkiR boom a belt fiddh 8111 Ir. perpendicular W Wffle Mu SECTON 031'0 . C,QtaiElE FCRIICRC A POR15G BRPACES, Provide bark In accordance ulth Rerosmrdd Practice ter Comlw Fame* ACI 341,.4111 smooth and than stets.. L WOOD, Dressed b warm U 13001• .1Ueut lone knot* or other defect.. Pysood 0n.w or 5/8 Inch tack 2. STEEL, Rat hoe a galvanized fan w/ace.. B. ACCE5UORES, L CHAIRS AND 3LOCK& Prov13e eagle darn the. tam.d 2. Efart anrRpad xFamON JOIMe Rovede rapped dolls, an protect douse with cardboard tide* for Alignment relnlor069 llama eipanlon oats. 3. FORM RELEASE Provide chancel type fan reed a9ant. G N$TALATICN, Do rot alb* form r.W.. ogee W contact renf„rc9era a comae a9alret which Nen ca0MU d.l1 be placed. Wed board rode .Mil John are walled shall Format ova be *rag 1wgh b wlthund the Rest domes, and Usk mash b prevent leakage of to mortar, 0. FORT REMOVAL, Do not morn famaku.W comet. ha* attained etrwgth to Ile sun Ma* IM bads, and additional congructt ' ea. and has hardened raisin b proven Idea. or the .odor. 6ECTIa( 03200 • Carq:1E REWO CEYENI A 14,9301 CO atriCE 6TANDARDet The (olbultnpg Doomed govern the Ube acept whore man restrictive reg0rm1is are 1peclnd, l Spsclficatron for ewct dal Gamete In Bulldlnal, ACI•3a4 1. Moue or Naderd Notice for Detailing Reinforce Concrete Code ACI -015, 3. Building Code Ragdrrra fa Ranfacad Comet., ACI.31S a MILL REPORT& Provide Iodinate Rom nndwurr d00104g seal wed 11 ,1111 rdng carol be Idealned goys tnib and benne test reports C. REIF E:rENu L BAR& ASTI A 65. a NO.3 5a/t5 Grade 40. b. ALL DEER& Grade 60. 2 LIIFE, 41M A 81. 3. TAE FABRIC, A81M A 88. D. ACCE58a0E& Provide gabled,* acca*alee. E TIE& W gauge dewed urn a standard clips. F. FADRICATIt7N: B/d aed wt ban, fabric, and win cold b Ue (olicbs lolerencea, 1 ehear.d length slut or nhs I inch 1. Depth of Vw* bar. pku or mho 10 Inds 3. &drug, tins and .prole plus a *Fla IR Kin 4. Oda bride plus a situ 1 Ind 6 F EPARATICN Bela. piecing nhraunra, Wpect fanaork for fit and lolrence. Clean reinforcing free Ir. form coating., mule., poudrd and eoald net and other bond redoing condition. N. SPLICES NOT DETAILED, Staggered splices at adjacent bar.. Do not splice at area. or greatest Wed 1, MALI-Altai. a l and position ren1ac rml W prevent dlaplaement by 001111rdl0 loads or concrete placement Support bar n facer. on d it e a concrete Woods of ease 01. design as concrete. SECTION 0338 • CAST•N -PLACE COMMIE A My4PT11 CO•PLIA4CE STANDARDS, The tolloueg Downed govern to Work adept there nom 00(11 live Item are *peened, L Soxlficeuah for Structural Concrete h Building, ACI 301 2. Guide for ad. 60 Poor t. hub Construction xi Cc to 301. 3. Building Coda RaquFenants fa RalNarcb Lorrfd0. ACI 38 4. p het nether, 6 1 40bk In ar, ACI accordance filth W r.cawrdd Peg. el Hot Weair,00r, anc 5. In cold t rr, Work b accordance with Racanandb Prectlm for Cold Uat.Ur, AC1 306. . B. DOCUMENT PRECEDENCE, rotations end r.quraeae on the Structural Daigle. @praede confllot 9 recplrean. of the bad G MATERIALS, L CEMENT, ARM C a0 t la III, 2. AGGREGATE& bur dard might assegais, A6111 C 33. Refer W ACI 301.36 fo nex.a. dice. 3. WATER. Potabe and clean. 4. AO'IIXTIP£5, a. WATER REDUCER AND SET RETARDER, ASPIC 494* A B, or D. Do not Ltd ohbld0. b. AIR EMRAr6]t A67M C 160. D. MIX, Deign concrete nu to core with the Winded or obviation .padnd In ACI.301 a ACI-316 for the concrete strength dean on Us bb ptual Deming.. If no atreeth e snot prprovide 2,500 psi cadet . Include air detain for extrbr a po.ad come/. W pods. 50 plus an mile It tout ar core.. a* detailed by A6M 0231 or ASM C138. Provide a bed dSp or 4 leer. E. INSPECTION AND PREPARATION, Da not place comet. will (0600, rfermarl, sod bullt•h Itma have been np.Gl.d ed 10(1100013 by lie Odes 61EG 4138 D1.p., rdbor acbl rot covered with embMne by spieling lsadu10lr bias placing at soggy Omll stew. a already dare. Dry at *0999 atbgrade ph ore placing dune was. udtrg . inform and pb0159 cabs done Stout elevation. diig. W obarade. F'um sub *Creeds b proctor eubgradn Cb1en 1Ta cadets approval or dubgede and .teed* pia b cmvd. pplicv e.. 2. FORM& Reeve errs audwk nib, and other foreign *188111 from rams .pars. 3. and BUILT.N ooh ITE715, Mull page, sie curel bolo, templates and other ceg•e -plats t sec.ak} Use teroltes W 1.t *133111 -In It.l. eegwa10y. F. PLACING L we boggle and .dal due at slopes beheld L2 and 1,5 W avoid separation of aggregate. Drop concreia vrllcallIyu b can .'e do not draw a rake unmet. lalrelkyla position 2 Ieo ready4oxd cored. only. Comply lath r.g1renraa of 4.13111C 54 la nixing and a.portatbn or concrete to 3, Place cove. mntnuowy h any am pad or Ue Wick a. 11 a whole pant of the Wok cannot be placed aaol1VCaly place b conduction Jolts hdlcatb on Drawings a .e approved by the Conultr1 b. Relidien nom., than hardened malacca, and cover trial bards compound before piths egairet (801.06 4. Place sloped comeo nom bottom uupp 5. Use lrperery screen den placing din W maiden levels and stood as required Provide adequate appal ra *needs W .Ieah scarabs el0etlam. SECTION 03316 • UMC1ETE 01,313 TFEA1ME4T A•D FW&IE5 A CLAM MATERIALS, L PRODUCT LM9AT10N83 Do not wo products with the lotkens cemdaulls. a. Leave oily a9waxy re11(4. the .y interfere with b. Debar dram, d gtalb ire u ucovred. 2, SLEET WSW. lege shoe M e ddd only, complying ullh Arm 3. LIQUID OARtIG=MPOW, a. TYPICAL USES, A5M C 505 clear, Tux L a Type 1•D ullh NN0qIUw l L b. OyPpI.I b.13. FOR EXTEROR PANNYn ARM C 305, Typ. ] a 4. LUXE@ PCNDNG, Flood a easy u/an W keep canasta df.ca cor.b with ate a the orng placed B NTERI0 Hilt TREA111ENT 0030125(0: 3, Ac. Nom, 'Ran On.- IC0te•. 3. Crecrets Chancel Co, '4gfad Fanla% G FWNI1Ge L TYPICAL 0PO6ED F0R1 F1I81E83 a. Fill haeycab, bdpbles, Mee, and krodt off fah. b. Meow evidence or .1.15gred tam by dapping away end c. True hip came* and dram.. 2. FINISHES FOR TYPICAL CONCRETE FL410004 Provide a gal trawled ad Maxne adore Irregularity sell be VI6 nth 11 ry durst foot and U4 loth h 10 feet. Appy floor treats. calved 1e beefed (1C112106500 . METAL 148R30411ON6 A 614010 DRAWING& ld1ca(e elm, material and finish Nees location and Imelutl. proceeds. Include detail. of joints, sandaled, and 088,1 r/.. B. WEE. MATERIALS L STEEL PLATE& A59M A 36 to teemed of 45171 A 6, 2. STEEL PIPE, ASM A 501 or A 500 to ave. detailed. 3. BOLT& 45111 A 301 typlcaly, and 411111 A 325, Ma Ve strength bolts, nuts, and waders, awe sewn m Us. Draurge. C. GALY45(1110 MAT11641.6, All ode*. .bawd steel and sine Intd on ale Drawing,. L NC RAND STEEL PIFE, 46TM A Do. 2. NCR AND STEEL LATE& B 45111 A 153. 3. STEEL SHAMS, (1141116, 1366, AND STRIPS, A6M A 113. 4. STEEL SHEETS, S 45111 A 446• 5. DELIVERY STEEL PRODUCT& A9M A 366. 6, 011LIVERf CF 536.013(1110 1211110 135111 A 525. D. STEEL 6440(1 PRIER Apply ulth .pray fa eepo.d Item. Apply primer hem of non and other irregularities Ihtt ray require modification to Ad(eve 1hs spedfld (*1211 appearera E 40RCMN6H1P L EXPOSED 113215, Moderate aregularltlee not visible at 30 net may reap Mill dada ray rash e. WELD& Grad 0613, to eel radius utth bran blab cove. b. BO.T& We only flat or oval head, couamurk bolts ea.. exposed W vleu. a JON1 , Provide maxims gap or 1136 ado 1. Of1ER LOCATION& No hp Overent Ron mill finish required adpt p.paratl.n for 911011lzing or priming. 3. U.ELO8, Grinding not required A BOLT&. Exposed bolts Remand. SECTION 06100 • 1;1GWI CA.RPENTRT A GEIER4. REOJIFEMENT6 FOR 1181000 L STANDARDS, PS•20•10 deacon Sefrood Lubr StanLrd arch (111.2.63 6ottuood Pkkyyoad 2. 013005 , 6FPA ea10 (6304 wi18, rnd Gin APA 3. 11wp.4 1c 36 36 them 0110 plum with his Grade At.ocalion 0113 4, 8101101110 Douglas Fr or Soutlrn T.I1. Per 5 FINISH, Provide 848 find Wa, epeOlfleall9 noted o0eMiea 6. 01tbm 001 FECLIIR 'ENTS, Klinby a ar•dry W a 158 mains bob. cant Mad Mel piece "KV or TIC•8•, 1. GRADES. C0.py ulth the recanmd . mi rbo grades ra each embalm . we /* queried W tM .peer* grading ltd 110 1 each s IM SwUem Phe lee Wide, Tabb7, and 11 Specified on re Structural Reuling.. B W OCO TREATMENT FOR ABOVE GR7rD LCCATICW, Nab each pare or 1.10. *Ith the tllopppe of VeaMml and amount rofff rr.tortd. 5 4(16.104700 Apply 8t. nab 01vacua 10.3 u1p100*. y�Py 2. LOCATIONS, Provide treated wood a4 the follwng a. uhre gem on the Drawee.. b. Wood mired ems meting on corcreis or diary a Gard* enbadded 15 =Isis, p11.tr, or navy. d Bbdohe or gaud* rbeddd n construction In arch a maw. 11 W pavan expo..* W drarlatlrg aW. 3, CUT' RmTREAnn".TMENT Tree. t MS pp*9 or brushing with prdervalivas G PLTUKCOt Provide 105.1.63 softwood plywood .gad ulth bp4 g bd1G1Fg quality and finish as necome ded for each we the Marian Plywood Association 0ny plyrood with an A snap bloating 'Exterior' or Expose I grads will bre ems:noble D. P1.120 ROOF SHEATHING, Mork each piece .WlgMA grade 11019 tradands as not ltd above. 0 gawp across ends. 4(1(144 Type Italia 21 P111000D TH4ICIQEw66 V2 toII1NLH, W. 63 canal nail.. . 6PACNG, 6 Irclw at edge* and 8 adore In field E NSTALLA11o6 L Get wood honing aca.ty end neatly. Bran eel and nil waxily. Frans at 16 ado en tsar or InclW tee a the Draw 0g.. 2, Set wood and. for 1tu1na. of Ilbk *peened In ether Motions peC 3. lee waders m bolts used W 'Much wood We 916112ed bolts and wader* on treated wood 4. Lee galvanized M.1 trees archon, ban dal*, and clam Were lydlul.d. 8E0n0 04198 • l011 101005 A MINMM CO•PLUWCE STADARD& 11n 1018809 Doomed govern tie tick except dram non ratr1dlva rr{W an specified. L ArrWn Made or Tiber Construction (MC/. 3, Tress Plats WUtula R APPROVED M4(P40001ER3. L Automated balding Sates* Dept. 1, Ler. Cox Drive, Box 531, Jena Clly,iN 31605 2. Ceng•Nell Gathwl, 4101 South 1WUaded, Dallas, TX 15231 1 AI -Pan 4c.1107 bah Loop W.L Howta, TX 11054.4602 G LOADRG Wets noted otenae., 0 spy with the snored cabautlal o/ to lalbung, L Building Coda 2. Maxine deflection of 1/140 of .pan uIUout ceiling. 3. Magna deflection of V360 of mean with calling*. 4. Live bad, 6.fr to the psing1. D. 00I81RC110N DET41L& L TRUSS MEMBER& Sim rated Labrt 00 neeun motets* No. L 2. FASTENER& Galvanized steel gang nail ego cola ins. E NBTALLATION, And. these In lace ore reccenrded by to nmfacurr and h accordance with 0011069 Coda MARK DATE REVISIONS INITIAL GENERAL SPECIFICATIONS DESIMONES'S SHELL STATION ' 15060 PACIFIC HGIHWAY SOUTH TUKWILLA, WASHINGTON \DESIGN GROUP/ Ababa De n benne RPM Dedol Gap L L Q 600 S. Dakota St'- Sire 210 P. Q Bot 80443 Seat** Weetrgt0n 58108 • Pratte 208- 442.9542 • Fax 206- 442 -9700 tared deripacicarn RPM RIFLER INITIAL DATE Preliminary Phase SIPA Planning name Building Permit Permit Redeem Cannel Bid Bate: 29DRC91 Br, By: CMB 4ppr, RPYI/ 9101 CONSTRUCTION Do not u. u unlr.. "10,i1u1 J 2 3 4 5 6 s, 10 11 12 13 M 15 26 11 SM.t SP IB i1i11111111111r iI�I11111111111I11111. 111,[r 11111,j�-j-T11'.111'11�rl�l'1'I 0 INCH 1 :.;r',. 2 3. 4... 5 6 CHINA 1 . 91. bl £l •. Zl �� ''l01 6 8.. ..:.L:'. 9 5 4• C Z l 11100 , IIIIIIIIIIIIIIlIIII11111111111111IIIIIIIIII' IlI11 11111111111111IL11L. 1111111111111 .IIIIIIIIIIIIIIIIIIIII1111.1Iil 1111111 [111II11I11IIIIIIIIIIIIIIIIl1 • 2 4 5 5 8 10 _ II 12 13 14 15 16 11 18 / / / / / / / / / / / / / % / // / / / / / /. /// / I / // / / / / / / / / / / / / / / / i SW 22 -23 -4 ADAMS HOME TRACTS FIRST ADDITION PARCEL 0004100 -680, LOTS 29,28 4 21 -. _ _ _ _ �• = _ -_ 8 82r0g'25. / // / / / I / / / / / / 0 N 88111'04' W 331.80' SOUTH 152nd STREET PRELIMINARY LANDSCAPE PLAN J r J J r-i 1 N 88111'04' W 60' 3 N N 86111'04' W 60' J 9 110578' W 31352' 3 • 4 5 I ',11117 1II'1!,II p INCH CHINA . 8 10 it PRELIMINARY LANDSCAPE . SCHEDULE SYMBOL BOTANICAL NAME COMMON NAME SIZE/ CONDITICN/REMARKS SMALL SHADE TREES: CRATAEGUS LAVALLEI EVERGREEN TREES: CARRIERE HAWTHORN 2" CAL, MIN. 10' -12' HT., B AND B, SPACING AS SHOWN ON PLAN, PILAUS CONTORTA SHRUBS: SNORE PINE 6' -1' HT., BUSHY TO BASE, 8 ANO 8, SPACING AS SHOLLN ON PLAN. O PRUNUS L. LOTTO LUTKENS' OTTO LUMENS LAUREL IS" HT, MIN, CONT., FULL AND BUSHY, O C15TUS PURFUREUS GROUNDCOVERI SPACING AS SHOWN ON PLAN. ORCHID ROCKROSE l8" NT, MIN, CONT., FULL AND BUSHY, SPACING AS SHOWN CN PLAN. VINCA MINOR PERENNIALS: DWARF PERIWINKLE 4' POTS • 18" OG. TRIANG. SPACING, START FIRST ROW 12" FRCM EDGE OF PLANTING AREA, INSTALL IN ALL NEW PLANTING AREAS INCLUDING UNDERNEATH TREES AND SHRUBS • RUDBECKIA HIRTA BLACK -EYED SUSAN 1 GAL. CONT, i5J PLANTS PER PLANTER 0 10 20 SCALE, I'.20' -0' 12 13 14 15 40 60 80 Iti.1J I!IIII`l'•1I1I'I'Irj11J1 1i11i .1:111:1I f1 6 1.4.. b'p `. IIiiil 111111iiliiiiliiiiliiiiliiiiliiiiliiiilii .ii IiilIiii liiiii i1ilJIIii iiiiiliiiiIIIIil,l:I!!lI i1. I! �iiiiil1Iliii! IIII111 .110llilliiiililiiiiIiiiil Wei-,. e� i n ' p. laiOcq» /raneenr• 2329 Fat tloala U. so b P3 Vq esat6e. W1121°312-11 MARK DATE REVISIONS INITIAL LANDSCAPE PLAN DeSIMONE'S SHELL 15060 PACIFIC HIGHWAY TUKWILA, WASHINGTON c32 6311. SWe 8 PoQODUn Caryl Nn-Boothe Rana 206-822.5437 Fax 206.122.8758 mat rF•rticO3Ot328' Petal Petroletm Marketip L L 218 Mah Street Suite 426 • Deslgt S3 Kiklan4 Wastingtcn 98033 RPM REVIEW INITIAL DATE DATE Preliminary Phase SEPA Planning Phase Building Permit Permit Reviaiona Central Bid Date: 1.1.46 Dr. By: AJ.R Appr: MAW. RPM( 4101 Do not . pIarN ry for arnatrusgon billtand Sheet L -I. I6 11 8 1 2 3 6 6 10 11 12 13 14 15 16 11 ' 16 M L K 0 B • REMOVE PORTION OF EXISTING WILDING ii :.. ... .. i....... .. ....... ..... ..... ..... ..... ........y.. ... ... ..... ... ..... .....,............. ..... ..... ......... .... ................... .... ✓'.:r,`.'�.. (f?.X':C°'r* zis 7."Z.:.r 3:" >.: �'�'" z:T.:? ?:.:2:':; x:: a:r ::<a:aF::..::r,.,,r: <:r..:a: <::r:>::r..:: :zr:ar; • DEMOLITION PLAN UTILITY ROOM : • SCALE, V4'.I'•0• COO DALES UREA J NOTE6 0 REMOVE ALL TOILET ROOM FIXTURE6 1 ACCE60oRIEb 63 REQUIRED TO Acccemeoikie NEW PLAN. O REMOVE EXI6TING OALE6 COUNTERS, ACCESSORY SHELVING 1 FLOORING AO REQUIRED TO ACCOIt10DATE NEW LAYOUT. 0 /REMOVE EXISTING OVERHEAD DOORS, TRACKS 4 ACGE6eORE0. iO SNORE EXISTING STRUCTURE AD REQUIRED TO REMOVE EXIOING WALLS SHON DASHED. REFER TO STRUCTURAL PLAN FOR NEW SUPPORTS 'REQUIRED. © REMOVE ALL EXIOTWYs SHELVING 4 ACCESSORIES AS REQUIRED TO ACCOMMODATE NEW LAYOUT. O EXISTING CASH /REGISTER TO 6E /Q'MOVED. OT REMOVE EXISTING WALL AND REPLACE WIN NEW OVERHEAD DOS¢ FRAME AS REQUIRED PER STRUCTURAL O EXISTING COUNTERS TO REMAIN O REMOVE ALL EXISTING LIGHT FIXTURES 4 LU3E DAY REELS. 10 REMOVE OH. MQ4ACE DUCT WORE AND ALL APUURTENMR ACCE66OTtIEG AS REQUIRED TO ACCOM'IODATE NEW LAYOUT. EXISTING INDOOR HEAT F'L'IP WIT TO REMAIN. OBE SHEET EH -2 OP 2. I i REMOVE DOOR AND N -FILL TO MATCH EXISTING WALL / 2 REMOVE PORTION OF UALL FOR NEW DOOR • 13 REMOVE DOOR AND PORTION OF WALL AND IN-FILL TO ACCOMMODATE NEW WINDOWS SNORE EXISTING 61Ta1CTURE AOOVE AO REQUIRED. /4 EXISTING WALL TO REMAN IS REMOVE EXISTING DOOR A10 FRAME. 16 EXISTING WALK7.NT AND RANT TO REMAIN 17 EXISTING 5 • 3 TO TO REMAN IS REMOVE EXIOTIY. AIR COMPRE06GR MANIFOLD, LINES, ETC. 10 EXISTIN3 COOLERS TO REMAIN 0 THAI D EMOLItION PLAN 16 PROVIDED FOR THE SOLE CONVENIENCE Cr THE CONTRACTOR AND DOE6 NOT INCLUDE AU. DEMOLITION REQUIRED. CONTRACTOR WALL REVIEW THE ENTIRE bet OF CONSTRUCTION DOCWlNR6 4 REMOVE THE NECE66ART ITEM As REQUIRED TO ACCOMIODATE THE PROPOSED scope or WORE O REFER t0 SHEET 664, 66 -2 466 -3 FOR 6TRKTRUAL MODNFICATION6. WALL LIMPID • 0 1 2 3 4 6 12 16 TL1 • SCALE, V4 "•I' -0' • 20 EXISTING WALL TO REMAIN EXISTING WALL TO OE REMOVED M L 14 G F E M m/y6 PER BAR RDC DATE REVISIONS- DEMOLITION PLAN DESIMONE'S SHELL STATION 1506,0 PACIFIC HIGHWAY SOUTH TUKWILA, WASHINGTON DESIGN GROUP/ RUM, PoeaIR4n 6 Wetly An llW4d Desbn Santee RPM Dee4tl Grow L L 0. 609 S Dekota St - Sulte 210 P. 13ca 60443 Seat% Wadi Eton 96106 Rau 206-442-9542 Fax 206-442-9700 end NPNn:1306atcam RPM R1WRW 'INITIAL DATI DATE — Pretim4wry PAwe SIPA Planning Ph... Building PnrTeit Permit R. 4.lone Gennet Bid Date: wall Dr. RV: 016' . APP,. RPM 6701 CONSTRUCTION i .w. uN,:. ;,,IN.ud chi SMe! DI 2 3 4 6 • 10 II 13 14 15 16 16 0 A r. 1!:1-11,1 I,1,pi 111 :11I,I, I! 0 INCH rte, CHINA • 9k.: tit. Ek , Ll :. kt" `�:0� ;6 0 L 9 5. 4.,' E ....Z, • :k,. X60. illil11111111111111111111111i11111111i1111 .1.11l11i111ii1111.1l 1i 111111i11111! 1111111i1)1!11iIi1 11111 1l111111ilI l'11ii1111i1i ii11 ! M K 14 E 5 0 A 2 3 4 5 6 9 13 • 12' 1 12' 12' •I2' 1 P33 1E1 El 6' CANOPY LIGHTING PLAN SCALE. 1/5•••-0" INSTALL (54) - 0 AND (3) SINGLE TUBE FLUORESCENT LIGHT FIXTURES AROUND PERIMETER OF CANOPY FOR ACCENT LIGHTING. INSTALL (16) 250d SUPER METAL HALIDE LIGHT FIXTURES, SURFACE MTD. FOR CANOPY TASK LIGHTING. • L 16HT ING BUDGET CALCUL AT ON; CANOPY • 2,6138 6GL s-r. x 1.11 as 021 moat for 16' cIg.) • 10011 WATTAGE ALLOWED, CANOPY LIGHTING PROVIDED EQUALS., (51) 40u. FLUORESCENT LIGHT FIX-R.IRES • 2,2800watts, (16) 400d SUPER METAL HALIDE LIGHT FIXMIRES • lave. ,te. TOTAL WATTAGE PROVIDED • 9200 L K 14 F 1/21/98 PER 5A.R. MARK DATE REVISIONS INITIAL CANOPY L IGHT I NG FLAN DESIMONE'S SHELL STATION 1S060 PACIFIC HIGHWAY SOUTH TUKUJILA, WASHINGTON • Reed Peedum a MeMdtg millictid Dram sent. RPM De dir 13 0431. L 600 S Dakota $t — 880 29 P. Q Bin 80443 Seal% Waslivion 9898 Pltra 205-442-9542 Fax 206-442-9109 mai rprnclagadcoM RPM Rif87RV !NITL6L DAVI DAM Prot6n6u6V F Dote: 3COCT91 D. 591c?-98 APP/, RPM wet SIIRA Planning MA.* Building Perrnit Permit Revisions Ground Bid CONSTRUCTION De not to. (7.1:1"1=h" 1 3 4 6 1 a 9 ' 10 13 14 5 16 CE 1 MEWS c A • ':::'1.1i1-1111T1111114111111111'111.11111111111111(Illi 11 Iffi.11111111111fili E ti L K J 14 a E c 5 OA 2 4 5 6 10 11 12 13 14 IS 16 11 18 SURFACE MOUNTED 24'. 014ELL WORD MARK SIGN (SEPARATE PERMIT) SPANDREL TYPICAL 4 PLACES FIN. FLOOR SURFACE MOUNTED 24° PECTEN SIGN , (SEPARATE PERMIT) .................. . .............. PAINT GUTTER SHELL YELLOW . • .. IV 'SELF. CR FULL/SELF. NEW WARD POSTS PAINT LIGHT GREY ... ACM. MATERIAL PREFINISMED GLIDDEN POLYURE DAR< GREY NO. 424 WEST ELEVATION SURFACE MOUNTED 24“ PECTEN SIGN (SEPARATE PERFIIT) Mla • DISPENSER LOCATIONS • i0 SHROUD EXISTING COLUMNS 111/ SHEET • METAL. 10" &MARE MIN, TYPICAL 4 PLACES PAINTED MAW GREY SOUTH ELEVATION 20 GA. ACCENT ISAND 1,-/----GLIDDIEIPOLYURE YELLOW t40. 01 .... ••• ••• . . 1:: . .. ........... ...... • ............ • .... •,•• ..... • .. REMOVE EXISTING 3,4. HIGH ACM. FASCIA AO INSTALL NEW 30" HIGI4 ACM. DARK GREY FASCIA 20 GA. PREPINISHED YELLOW ACCEN IS AND ................... XISTING C.1111. "BLOCK' TYPICAL NEW YELLOW WAINSCOT PANELS 0 I 2 3 4 SCALE s 1/4"• - 0. 12 16 20 ACM. MATERIAL FREFINISNED GLIDDEN POLTURE DAR< GREY NO. 424 L K 3-1 1/21/S• PER ISAR. RSC MARK DATE REVISIONS INITIAL CANOPNr ELEVATION DESIMONES SHELL STATION 15060 PACIFIC HIGHWAY TUKWILL,4, WASHINGTON! Reba Rerun a Wetly Ardilecasel Nein S.b.3 RPM Deeign CgoLp L L 603 S. Dakota St - Site 210 P. Q Box 80443 Seat% Waslinaton 98108 Plus 206-442-9642 Fax 206-442-9700 eget rprnclaDeolcom RPM ARMIN !NIT= airs DATR Data: 210CT51 Preliminary plias. SIPA Pkamino Buitding Permit Permit Revieione General Bid Dr. By: RPM# SIM CONSTRUCTION do nal use drawind fn,%";.=:11' Sluts( c1 2 3 4 1 10 12 13 4 15 16 18 c A • •. • • • 9 • pi •; • 1111111011111111111111111111IIIIIII1111111111111.111111.111111 riT.):1.111T,:i...,"•1.1t911111111-1 -6 6 • e 11.111111.1111).111.111)1111.1,01111.[111[11111111111111111111111111 M L K E O O A 1 2 3 4 6 1 10 11 12 14 15 16 11 Is F3UILUINC LIG -ITINC FLAN JJG1 -IT LEGEND 2 -TUBE FLUORESCENT LAY -IN TYPE LIGHT FIXTURE, QUANTITY • B 2 -TU13E FLUORESCENT SURFACE MOUNTED LIGHT FIXTURE, QUANTITY • 2 3 -TU5E FLUORESCENT LAY -IN TYPE LIGHT PIXTURE, QUANTITY • 31 8' SINGLE TUBE FLUORESCENT EAVE LIGHT FIXTURE, QUANTITY • 33 EXIT IBOLITE 7040.016020, SELF- ILLUMINATING EXIT SIGN WITH GREEN FADE UNIvERSAL MOUNTING 6" HIGH 3/4" WIDE STROKE LETTERS AND 20 YEAR LIFE, QUANTITY • 2 EMERGLITE YRO -2, 12 WATT EMERGENCY LIGHTING UNIT WITH SELF - CONTAINED, MAINTENANCE FREE BATTERY, QUANTITY • 2 COOLER/FREEZER LIGHTS (UNLESS OTHERWISE NOTED), FURNISHED BY COOLERFREEZER FABRICATOR 60 WATT, MAXIMUM, INCANDESCENT N.$ . APPROVED vATORPROOF LIGHT }IXTURES, QUANTITY • 4 D 2 -T1115E LIGHT METULX 2M- 2116A- 120V -LE3 STANDARD 8 354bUT12 /QUN.11 n I:RIT ©/ 112 SQ. FT 11 EQ. UN 49 8Q. PT EQ. %,/ EQL EQ. UI 54 SQ. PT 118 PT. L5:m:Ezzaz� � pf 0 1 2 3 4 8 12 16 20 SCALE. I/4 "•I•-0" M L J N E I/2VV8 FER BAR R5c MARK, PATE REVISIONS INITIAL D BUILDING LIGHTING FLAN DESIMONE'S SHELL STATION 15060 PACIFIC HIGHWAY SOUTH TUCWILA, WASHINGTON /atiacn,at'l`n'tley>,° Sent= 600 S Dakota St. L& to 210 P. Q Ea< 60443 Se tlla Weattoton 98108 Rhos 206412.8642 Fax 208- 442.9700 .mat rpnc1208o1com RPM R1WRW INITIAL DATE DATE Praliminary name SIPA Planning Phase Building Pmnit Permit Revision. Ceuret Rid Date 23DCC91 Dr. alp CIS APP. RPM/ 7101 CCONSTR•UCTION 111: Z11•I.e SM.t BL 2 3 4 6 1 10 II 12 13 14 I5 16 18 c B A INCH ` CHINA �..II�II ji1 :1I+'1 :'III) 5 6 11.111iiliiiiiiI11111i) 11Th[ iiiil11111111 .11.111iiii1iiliiii11111 ilii1111111010161 .i1i11.i1.l.1[111 ll.110.1:.0111liiiih i.10i111H'ibl'Uiffil • M L K H' D O A 2 3 4 1 10 11 11 B 14 I5 16 1 0 RESTROOM ELEVATIONS . li r� < �r • r.....:. °r..::: r;::< r.... i.l...iz::.•r.;:;:r..:.r.::ir., r.;.ar::;•r.:.::r..c .EQUIPMENT PLAN MARK ITEM MUNFALTUFER MODEL NRN BY NSTALL BY MOtNTING REMARKS 1 AIRPOT =PEE BI®IER ORTIB AP-6 onER6 ot1E3t6 CONFER SHELF STANDARDS 2 E GRINDER (DUAL HOPPER) 0R118 La OTHERS OflEM COWER ZINC 3 4RPOT • GRpDMASTER 4961 OSIERS OTHERS CONFER SEAT CO$R PIR'BElR 4 6 HEAD SODA DISPENSER MELTED BY OWEN T9 DINERS . CARERS CANTER GC To PROVIDE CRANE FOR NEDA LFES (EXI6TEG) 5 ISLA)CFEICHIANDISMG NED/NG PAKN 611K 146.36 • OTHERS 034E5 FLOG! 6 HORIZENTAL PANEL SPACE NALL SPACE WELL OTTERS OE COWIER CUT to FIT C2UN1ER , FERCNANDBSG CLUSTER CUSTOM - OFER osIER FLOOR CUT TO FIT 6 DEOCOE/SALES CONFER CUSTOM USER OWNER FLOOR SLOT FVtLL RE B4 9 CAST REGIME16Ptlp COn4CU.ER . - G ER Gt. COMER 5 RECEIPT PRINTER - ORER GC. CANTER II I'ERCNMDB6G 6ELVNG CUSTOM cove OIIER FLOOR D t DOOR COOLER 14138//661 31GM (BASE WT) 00454 GC. FLOOR BLACK FRAFE6 13 IIIAI.K.N COOLER W65MANN CUSTOM DEER G4 FLOOR D66TFIG 14 161415' GLASS COOLER DOOR 6TTLELSE SE 28X15 CIDER GC. COOLER WELL E I TFG B COOLER DOOR SHELF 6111 .506E wA CUTER GC. 61.0016 54161NG W NOT USED - - - II 46' COOLER•6NELV610 WT META. MASTERS 4$X24 CUTER GC. FLCGR N COOLER DOOR SHELF 6TTLELSE WA EWER GC. FI.QOR 74 DEEP MAT AT BID. 19 NOT USED • . - - 20 REIMER COtDE1SERWIT 4IE6MAN4 GC01020EFK ODER GC. ROOF • NOT 61403N 21 FREEZER EVAPORATOR 441551144N 6K -34.66 CARER C. FREER CIE NOT WOW 22 COOLER CONDENSER UNIT 1I166M4N 61413410162H4 corm G. ROM. NOT *MN 23 COOLER EVAPORATOR 1416641AN4 (3) SK -24.16 OSlE16 GG 300.ER CEILNG NOT SHIOEN 24 6B6VICE 6NC RoRESTONE 15R-2424 GC. GC. FLOOR �U FEAUCET ON MR-3 D 1406E 1 STOPS, AM NOOK MR -312 MCP HANGER MR -313 66 RIM YIJARD6 AND MR -314-3• DRAIN. 25 HNC DRfER WNW EWER 02Ii4WD6.6014 GC. G. WALL t 36 ELECTRIC WATER I•EAIER HAR 4[7.-464{ •A G. GC. FLOOR 40 GAL. W FETAL PAN . EQUIPMENT SCHEDULE: ITEM MANUFACTURER MODEL/PART NUMBER FINISH REMARKS FLLIA FIGHTER PLADTIC6 7654 POLISHED SILVER 165430' nu MIRROR (ADM 05E6 GRA66 AFERICA, SD. 9203 6V W000.316 BASE COVER PLATE NICKER. RECESSED - MULTI -ROLL SHELF STANDARDS GRANT HARDIARE CO. 430 AL W VI CLIPS NICKEL SPRIG HtY#6 BOt-ER 1$1E5, NC 40I1 ZINC CABtET LOCK KNAFE 4 VOGT 4961 NICKEL STAIN -Pt* MEL, 4041. oz TES SEAT CO$R PIR'BElR BOBRWK 13-211 6 SPACE MOUNTED T9 NAM DISPOSAL BOBRKK b -210 SURFACE METED • CAE31P-4ET I— HARDWA?IRE MARK ITEM MANUFAC1URER MODEL REMARKS TI MIRROR BOBRKK 5 -163 b30 165430' nu MIRROR (ADM T2 TI66LE DISP94EER BOBIEO S ISMS • RECESSED - MULTI -ROLL T3 GRAB DAR (469 BOBRICK 19-6a06 19-6006446 . T4 GRAB BAR (3N1 50134104 Bi606 1946434436 TO 60AP DI6PE46Bt BOBRICK 8411 STAIN -Pt* MEL, 4041. oz TES SEAT CO$R PIR'BElR BOBRWK 13-211 6 SPACE MOUNTED T9 NAM DISPOSAL BOBRKK b -210 SURFACE METED NOTES, L ALL TOILET ACCESSORIES ARE SUPPLIED AND INSTALLED BY THE GENERAL CONTRACTOR 2. 11.14E1E NOT 644OUF1 PIOWT ALL TOILET ACCE060RE6 AT THE MANFAOIWER'6 FECG?ETbED mastrsio HEIGHTS AND N COMPLIANCE WITH ALL LOCAL AND RATIONAL ACCESSIBILITY REQUIREMENTS. 3. FRONDS BLOCKING N WALLS FEW MOINTNG OF ALL TOILET ACCEBeOPoE6 AB RECOF1R40ED BY THE M4IFAOTURER 3 O TOILET ACCES°vORIES 14.1 WATER 12 Et Awlan Swd,d W •calde�t'' 3643R72 vltlWts d2N 4t' Closet lath *WOW V I, and camas.* open front N ut 1. cove. Flesh valve, Sloan Royal R. titaulre Flabl6 Oast supply Wth oath ideal hods atop. Prov1do cost flare. and lax P -3 LAVATORY, Marlow 64A drd'IbxIkr• 4006016 Abeam des Watery lath •1407000001 Fatal, Cold dm* 4 412140144 Old.lo dW. McGurn R glue. 91214 Wlat 51Ads NMI*. lieGuto R cut, [iii. p -trap ash Wore doh to W11 ant cl.l wl Mdi4S fl.M RESTi200M F IXTURES O angle applies ./eared. raps, MARK PATE REVISIONS INITIAL EQUIPMENT PLAN DeSIMONE'S SHELL 15060 PACIFIC I- HIGHWAY SOUTH TUKWILA, WASHINGTON \DESIGN GROUP/ WA* Pstrokun WNW* RPM Desk* 600 S Dakota aSt — Sutte 210 P. Q Box 90443 Seethe, Wa6lt1Wh 98E8 Ras 206-442-9542 FEW 206-442.9700 email arnclgOaolcom RPM RI:17dr INITIAL DATE DAT! Preliminary Phase SIPA Planning Ph.ee Du44deag Permit Permit R.ut,Wru General Did D.te: 210EC71 On Bp: c9e OPT,' R60 RPM/ 6101 aCONSTRUCTION fn . we ...<mn e nW.�l „Ranted Sheet 153 3 4 6 1 10 II 12 13 14 16 11 16 V I I I I-I l I 1- I. I I I 1 I i I. I I I I . I I 1TII I I .I I FPO I 1 r: I I 1., •1 I I I 1 I.1.. I I I; i l I I l I I_ I 1 1.1.1 it 11 L I! (! 1 1 1 :1 1 1 1 1 1 1 1 INCH• T 0 1 / 4 2 3 ;4, . 5 6 CHINA BL VI. El ' Zl kl" ': "0� 6 8 �i :r1. 9. 5 4 . £. ,Z , 1. R60 111111111111111IIlhi1111 '11111111'11111ili tlili tilliiill. u11111111i.11 .lillilillll111111ndilldffiI FRILL. 111ii11ii111i110 .111Iil1iiiiti111�1 ►11111 I 2 4 10 12 B 14 15 16 11 18 M L K 14 G E D c B 0 A 11 4 INSULATED TEMPERED GLAZING MAXIMUM U- FACTOR • 030 OINSULATED GLAZING MAXIMUM U- FACTOR • 0.90 O WINDOW GLAZING SITE I. pTEWALK DR AWIN BUILD INGSDIFENGION8 ADD DETAILS 1. SEE 51 EET 04 FOR FLOOR PAvNG PATTERN 3. SEE SWEETS BPI, 6P2 AND SP3 FOR SPECIFICATIONS 4. SEE D SHE ET B T 3 FOR EOUIFi'ENT LOCATIONS AND EQUIPMENT 5. ALL INTERIOR DIMENSIONS ARE TO FACE OF STUD, UNLESS NOTED OTHERIU6E. 6. INSULATION TO BE, R•90 RIGID CN ROOF OVER EDUIPMENT ROOM AND SNACK 6140P. R-11 BATT OVER CEILING IN CAR WASH. R -II RIGID or R -t9 BATT (REFER TO PLAN 4 WALL LEGEND), N INTERIOR/EXTERIOR WALLS. (VAPOR RETARDERS TO Et 04 WARM BIDE OP MSULATIGTNJ 1. MAXA-tli U- FACTORS FOR OPAQUE DOORS • 060 NOTED OTNERHSE. B. BUILDING TO BE SEALED 4 CAULKED, INCLUDING UEATFERBTRPPING PER WASNNGTON 6TATE NONRESIDENTIAL ENERGY CODE GENERAL NOTES • FLOOR PLAN B'•3 1 3' -b• 45'_'1" 4' HARDWARE SCHEDULE STOPS, SILENCERS, ETC. 6 -1 SILENCERS, TRIMCO BUTTS 8 -2 FLOOR STOP, TRIMCO 120E8, iU826D B -I STANLEY, 4B -179, US26D O -2 KAMM, 4 -1/PX4• BALL WARNS PUTT WP GE, PULLS Nom, DARC OXIDIZED COFFER FNSN IW LAMER COATING P -1 KAUNEER STYLE COS, U832D CLOSERS MISCELLANEOUS M 1 SARGENT ALARMED PANIC DAR GAGS (OUTSIDE KEY CONTROL) C -I YALE 55 WITH FULL TRIM AND SCHLAGE CYLINDER C-2 KAWNEER 6•1.4 SINGLE ACING MA I& M 2 THRU -DOOR VIEWER DALW2N •3150 CONGEALED OvEWEAD CLOSER M 3 TINREN4OLD, NATIONAL GUARD 604, ALUM. . M 4 WEATHERSTRIPPING, NATIONAL GUARD 36A, ALUM LOCKSETS M 5 STAID NLEES8 STEEL IVES 8500-131442 L-1 LE66 7• L -1 LOCKET, SOILAGE D53•12, RIO 626 (LEVER HANDLES) M 6 PANIC EAR KAIINEER •PAELNP, CR -90 CONCEALED ROD L -2 PRIVACY LOCKBET, SCNLAGE, D406, RIND, 626 (LEVER HANDLES) EXIT DEVICE W/ KALN!ER 6TADARD MORTISE CYLINDER M 1 THRE614O1D, KA MER 4'XVP, MILL FINISH HOW N No. MITTS CLOS LOCKSETS STOPS, ETC- PULLS MISCELLANEOUS REMARKS d — U _ n a _ a u - _ r, E L m 1 L L m o r L L E 1 6 1 — AlU'1.1 GLASS ENTRT DOOR B 1 1'•0' NM 2 1 ALUI. AD GLASS ENTRY DOOR .2 3 I I — 3 I C 3' -0" T'•0' NM 1 INTERIOR DOOR W/ PRIVACY LOCK 3 3 I 1 — 3 1 D 17' -0' I - 1 INTERIOR DOOR W/ LOCKBET 4 6 1 I — CAMUeIER STYLE RCLL•IP DCCR LT. GREY • 2 1 2 EXTERIOR DOOR W/ LOCKSET D STANDARD, TRAGIC 4 TORSION SPRING COMPLETE W/ KEYED LOCK ODOOR 4-- 1ARDWARE SCI-4 ULE 3 \ \ \ p EXTERIOR CMU WALL w/ 2' DEEP BTL. HAT CHADNELa • 16" O . w/ R -B RIGID IN8ULA71CH r--__._ WITH 6 /a" GWe. OVER. !1!1119TIIIhU1B1!IIPNUI REBTROOMB. USE IQ" CEI'ENTITOUS BD. M LIEU OF 5/6" GWO. WITH CERAMIC TILE OVER INTERIOR WALLS 3 VA' x 20 GA. MTL STUDS • 16 O. WITH 5/6" GYP. BD. EACH SIDE, UNLESS OTHERWISE NOTED. INTERIOR WALLS 6• x 20 G.B. MIL STUDS • 6 O.C. WITH 5/B' GYP - BD. EACH SIDE WITH R -19 BATT INSULATION UNLESS OTHERWISE NOTED. OLU.ALL L8Cs81�lD 4 M DOOR FRAME FIRE SATING REMARKS WIDTH HEIGHT MAT'L TYPE TM MAIL SILL JAMBS FEAR A 3, -0" 1•0• ALUM 1 GL ' ° I.3/4' ALUM. — AlU'1.1 GLASS ENTRT DOOR B 9' -0" 1'•0' NM FLUSH I.3/ {' H11. — NIERIOR DOOR C 3' -0" T'•0' NM FLU6N 1.3/4• HM. — EXTERIOR DOOR D 17' -0' b' -0' - - - - — CAMUeIER STYLE RCLL•IP DCCR LT. GREY • DOOR SCI IEDULE 0 1 2 3 4 9 SCALE. 1/4 ".1' -0" 12 16 20 11 L K 14 G E IRUSD PER BAR MSC MARK DALE REvl810N8 FLOOR PLAN INITIAL DeSIMONE'S SHELL 15060 PACIFIC HIGHWAY SOUTH TUKUJILA, WASHINGTON \DESIGN GROUP/ R11e4 Radars 8 Worry /vclilecord Oed0 &Wan RPM Deeign Cyap L L C. 600 S Dakota St — Site 210 P. 0. Boa 60443 Seat%q Washington 98108 Rve 206-442 -9542 Fax 206. 442.9700 emit rp d2Oaotcom . RPM MWIW INITIAL DATE DATE Preliminary Phase SIPA Planning Plw.. Building Permit Permit Revisions General Bid Date: 110CT51 Dr. By: APPP RPMI 1101 CONSTRUCTION 0• `ml um /nuine uni,u'I",tbl d Sheet 52 2 3 4 10 11 12 13 14 16 IT 18 • D c 13 A 1�1111I !i!I':I.'Ii-pri-i,1.11111t 1111 111.I :i'i'F IT111I�I111i l Nil 1i11�: �1i .��tl'1'I�l.�j'�1►�t'i�i�l..I • 0 INCH 1 `" �i _ 5 6 CHINA Bk bI £l ' EL_ ;Lt* Ol 6 8 L;; g: 5 °I 4 - E Z 111111111111111111111llilu1111111111111111i111111ffiii11111I1111111. 111111111Ii11(IIIIIIIIIIIIIilii� 111iiilil: iil1II111i110Hili111111111111111111l It 1 2 4 6 1 10 II 12 13 14 15 16 1 14' GN.V. STD. PIPE RAIL AND POSTS, UELDED TO VERT. ANGLES. PROVIDE O -T WEN GOVER+UYs LOCAL AjTHCRITY RE WIRES GUARD RAIL N ADDITION TO !OVEN 3 4' ALIl1. SCREEN BLADES At 4" .C, PANED TO MATCH WALLS ALttt HAT CHANEL& 2 l 'xtly'x b' GALV. FRAME AT a' -0" O.C. e' x U' x 2' CONC. PADS, SET M ROOFNG GWENT (PO NOT PENETRATE ROOF) ROOF EQUIPMENT SCREEN SECTION NOT TO SCALE OUTLINE OF EXISTING ROOF OVERHANGS REPAIR ROOF AS REQUIRED AND RECOAT WHITE PAINT EXISTING FASCIA BOARD DK GREY PAINT EXISTING METAL SIDING LT GREY PROVIDE 20 GA FLASHING BEHIND NEW ACM. BAND, PAINT DK GREY EXISTING BUILDNG TO BE DEMOLISHED ACM. MATERIAL PREFINIBHED GLIDDEN POLYURE DK GREY NO. 424 PROVIDE SCREENING AROIND SATELLITE DISH (LOCATION TO BE DETERMINED BY SYSTEM INSTALLER), PANT DK GREY -\ EXISTING GLAZING 20 G4 PREFNIBHED LT GREY NO. 422 GROVEL STOP/FASCIA PAINT EXISTING BIDING DK GREY INSTALL ACM. 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REtxeeCD WALL AREA REFER TO FLOOR PLAN, PANT LT GREY EXISTING WING WALL BEYOND NEW ALUMINUM GARDEN STYLE ENCLOSURE FOR CASHIER I E 141,56 PER BAR MARK, PATE REVISIONS NITI4_ BUILDING ELEVATIONS Pe &IMONE'S SHELL 15060 PACIFIC HIGHWAY 5 TUKWILA, WASHINGTON Reed Petroleum a MOWN Mdiachsa Osey, SW". RPM Datitp Quip 022 S Dakota SLLIa 210 P. Q Bat 60443 beet a WaeNnptsn 96106 Rua 206-442-9642 Fax 206-442-9700 offal rpercipeolcom RPM RIM`, INITIAL DAT, DATE Preliminary Phase SIPA Planning Phase Building Permit Permit Revisions General Bid CONSTRUCTION no nal we drawn, unh.. l an., a Date: 2654r91 Dr. By: C10 Appr: 2 - 3 4 6 b 1 9 10 11 12 13 14 5 16 11 D c B A Sheet .B1 O RPM men 1 f1I1�i1I111I1- �-�i�I�IPII IIII411�ill1.11�I��11I!ILI1I :! 1- I1I'I!(1I!117I II'^i"�I���1.' I . 1 1 I 1. 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WIGX36 BEAM BOLT TURLIN TO BEAM FLAME IW (2) 3/44 A301 BOLT& ISOLT6 DIAGONALLY ACP1066 • 1112X16 M.N FL X 11' X 1.-4' 24 PVC 3.14/1101) I41•110116 20 GA ROOF PANELS W•110 - SECTION IS' AND 4.•43' • SECTION 'C' ITIFFE)ER PL'e (2 EAO4 6IDE) I14' X 2 3/W X 0.1. ( )_3 341/114.P. ANP 13'7:PACING 6/16 CL 2 1/2. DIA. HOLE IN COL TO PvC PIPE V' ROOF PANEL GOSPORT PLATE 2' TYP TS IOXYVXD/S. CoLUTN OR T6 t2Xex WI LONG: DIMENSION PARALLEL TO BEAM (6CALEt I' • NOTES: COIN LOAPII6 LIVE • 213 RV WIND • SO I'TN, EXPOGIME C, seismic • zoNe 3, 1664 UBC. 2.) CCNCIIIETN. 2000 TM 2-PA Y COMPROINVO STRENGTH, be) 6AC(AAZUND. MIK (140 SPECIAL INISTECTICI INQUIRED) 3) 1111EITC* G STEEL TO ISE DIMMED BARI MEETING AVM 1410, GRADE 60 4) 61NUCTURAL *?EEL TO ON FABRICATED AND ERECTED IN ACCORDANCE WITH AMC 'SPECIFICATION& FOR PONCA PABRICATICI ERECTICN CT 6TRUCTURAL WEIL KR BUILD:NOW. STEEL TO =TOW TO ANTM A3 P1 • 56 K61. 611111.1CTURAL TUBING TO CONFORM TO ANTI A600, GRADE B. OTTUCTURAL PIPE TO CONFORM TO AITM AWL UNI.DING TO CONFORM TO 4M I6 'CODE FOR ARC 4 GA6 UNILD1.01 61 WILDING CC1.1617111CTICtr. MO ELECTRODE& GOMEL-NCI BOL.111 TO BE A MN. 3/4.• A301 ISOLT 11616641140.1.N OTHERWIN. ' AGM AM, ISOLT6 WITH HREAD& IN MEAR PLANE MAY ON SUBSTITUTED IWO SPECIAL NOTECTION III0.11111E6ONTI. ALL BOLTS TO 0 I 6N1.4 TIGHT. ALLOW46111 601L TRUMPING MIE TAKEN FROM AN INTERTIZTATION OF TAXI 16-I-A OF THE OM UDC. &ANDY, GILTY, GRAVELLY &OIL WAG AMINO. ALLMMOLE BEARING !moose OF 2000 TIT ANP A LATERAL SNARING OF 200 INTA"T. OF DEPTH WAS UNIV. 61111UCTURAI- ONINNER 16 TO OE NOTIFIED 6ITE MATERIAL& APE OUNTIONABLY DIFFORENT. 6) ROCTAcritatiraffe_,T 20 GA AITI A446, WADE f3,,(610, PAWED. MN 4.,41, 4.2044, •I•S14 AND -1..420 ATT BE 16114 TEK ECM* AT W-0" CN 1.)10,61CA TAMILM 20 GA GALVANIZED STEEL 0 PURLIN SPLICE DETAII.:. T6 10X1oXDAV COLUMN " 2X210/1116( I V1'.111/1/1'• VOLT PANEL • CL P DETAIL HMO, ALTERNATE C1.1T6. TO EACH 610E TURLINI .• . AT 4,0. OC.MAY; 11411441 PVC OVIPPLOP WPM% (CNN IP CP NAM (IITTIPIDIVAPU • ROOF PANEL DETAILS • (2).14 Two 2x2XISGA 2' 6/16 4 2 V2' DIAMETER HOLE COLIWIN (6) VERT. NO. b REISAR PURL1N ROOF DECK EKS PURLIN TOP FLANGE BRACE (WAL• - • 1.4)9 PL I' X IS' X1.-6' IU/(4) • 1.0 X 42' A301 ANCHOR • ISOLT6 x b' 134 WAINER) . I' Lemma imecer • i PURLIN SPLICE DETAII.:. T6 10X1oXDAV COLUMN " 2X210/1116( I V1'.111/1/1'• VOLT PANEL • CL P DETAIL HMO, ALTERNATE C1.1T6. TO EACH 610E TURLINI .• . AT 4,0. OC.MAY; 11411441 PVC OVIPPLOP WPM% (CNN IP CP NAM (IITTIPIDIVAPU • ROOF PANEL DETAILS • (2).14 Two 2x2XISGA 2' 6/16 4 2 V2' DIAMETER HOLE COLIWIN (6) VERT. NO. b REISAR PURL1N ROOF DECK EKS PURLIN TOP FLANGE BRACE (WAL• - • 1.4)9 PL I' X IS' X1.-6' IU/(4) • 1.0 X 42' A301 ANCHOR • ISOLT6 x b' 134 WAINER) . I' Lemma imecer • • 3.•0' DIAMETER •NO. 4 CIRCULAR ?ID COLUMN FOOTING DETAIL (SCALE, 1/2' • El I •Riga „WE' C MBA; tINAGION SO7 187-81,70 ; • ifit-, 1 I o 2 *. • .:, ' •, 5 6 CHINA . c • • - • . , SI. VI. ' ' EL •:•1.1•.':-,'":01. 6 „L, 9:. • 5 : E Z 1. 1111111111111111111111111111111111111111111111111111111111111111 1Il1 11 lili1 11 11 111111111111.11 ffill111 1 1 1 11 11 1 1 11 1 1 1 11 1111111111111111111116111 *1 • • 't \ -**\ It ' \ ON I? i.. • 3.•0' DIAMETER •NO. 4 CIRCULAR ?ID COLUMN FOOTING DETAIL (SCALE, 1/2' • El I •Riga „WE' C MBA; tINAGION SO7 187-81,70 ; • ifit-, 1 I o 2 *. • .:, ' •, 5 6 CHINA . c • • - • . , SI. VI. ' ' EL •:•1.1•.':-,'":01. 6 „L, 9:. • 5 : E Z 1. 1111111111111111111111111111111111111111111111111111111111111111 1Il1 11 lili1 11 11 111111111111.11 ffill111 1 1 1 11 11 1 1 11 1 1 1 11 1111111111111111111116111 *1 . . .. ." . 244 • 24.-0' • • • 12.-0' 1 LUIEX36 BEAM AND 4 WaX36 13EAM AND ' • 11116X3b BEAM AND • 4 W16X313 BEAM AND T6 10X1043/0" COLUMN C> T6 10X10)(0/6' =LUNN h 16 10XVDX13/13' COWIN TO 10X11:76/6` COLUPN b il fa '';• fa ll ;It _ _... I4' -C 10•43' 1T-0' IV 0 10.-0. 14..0' • DeuNarout aN&.ar/ • I. 314/1/Pal NI-IE I. ' . 0 Yoe • il...srime BRACZ . TOI• PLANER DRAGE TOP FLANGE BRACE L 2).2)(1116.4 TYP. rf L 2X2X113 GA. TYP. ----------..-- ---.- —.. L 2X2XI6 GA. TYP. - — - — - --- —_ -------- —.- I: I 11112X113 PURLING 1.I 1.. VW/161U 141-R115 I 1 1/32X16 PURLIN6 20 A ROOF N PANEL6 , ND NA. ROOF I•ANEL6 I • WIT)(16 PURLIN6 • I I I ---- • DOUNISPOUT . ' I . .-I. ' \ \ ....-.--... • ..... ............. A T.2 TT.. T A l. T 1 110324211126t4404 • 4'-0• O. 0).110 111101171! JONT (6CALEs 1-0') 11)12X16 MILNE DOLT PURLS& TO OEM PL•• OE U1/ (2) NW* A.201 Dove plA4O1ALLY Acleoelo •1 J 10. SECTION • 3144611)141-RIP 20 64 Pam rrr ROOF PANEL* 20 6A. =NT. PERIMETER NUTTER 12.-0. DICK CLPO • MD IDIETAX. NOT AT CENTER (2) DA(-%, PURLN. TO NAVE (2) BOLTS EAC44 tecALE. 3/4• • 2X2X12 GA. NALV. PAICIA BRACKETS • 4•.43• OA 13TIRENER PLII (1 EACH EIDE) V4' x 2 SW X MOE REAM tirx1117A6.`,2-ic"1. 3 BOLT PURLIN TO WAIN FLANGE IW (2)3/44 A301 DOLTS BOLTS DIAGONALLY AC131066 I132X16 PURLN PL r X 11' X 1.-4. 20 GA CONT. PERIMETER 3.-6. 2'• PVC 314/161U 311-R113 20 NA NOCIP I•ANEL6 30-110 OECTICN •5• AND - SECTION IC' SECTION CL 2 l,2 pI WOLE IN COL. 2'3 PVC PIPE (4)5/ .• 4301 DOM 3 I/2' Gime AND 13' !PACING 1/6' ROC* PANEL SUPPORT PLATE 2' TYP T6 10X10X13/13' COLWN OR TO 12)(6341/2. Ill/ LONG D'61014 PARALLEL TO 13011 (13CALEs 1.-09 NOTES:. I) POW LOA:* LIVE • 211 POP, MO • W MPI4 EXPORRE a emu= • zotee 3, me elec. 2..)CONORMTIL 21100 161 24-DAY COMPRODIVE STRENGTH, ID 6ACKS/121.712. MIN. (NO WICIAL INSPECTION PEGUIREW 3.) 1111114VORCINIS ITEM TO 1311 MOPPED DMA MEETING A6TM AM11, EMI* SD 4• 11114UC1UR4 L STEIL TO Se PADIRICAltD Al D ERECTED N ACC-40DM= WITH AMC WICPICATIO. FOR 011114241. FAJWCATION AND ERECTION OF 111114UC1IPAL STEEL POPS OULDINGW. 117UL TO =POW TO WM AMA • JR IC$l. 11174JC1URAL TUBING TO G001 TO AIM AIM GRADE 0. 01111=111PAL PIM TO CONPOPIM TO Aert AOC. 11ELPNE TO CONPOP1 TO AU* 'COD0 FOR AIIIC GAS MORI IN 1111111.22NG CORSTRICTION% ILIC114012116. CA:MI=1M DOM TO DI A MIN. MP* AW1 DOLT UNLESS/040M ODERWIL OHM ANS MOLTS UCH EWAN/ IN WEAR PLANE MAY DI SUDISTITUTED IWO SPECIAL INSPECTION WOUIPIEMINTE ALL DOLTS TO DE MLR TINT. 13..) ALLOWAIDA SOIL PPIESSUPIES 4 TAKEN PROM AN INTERPRETATION Or TABLE EI-1•A OP THE NU WC. GANDY, SILTY, GRAVELLY OM WAI3 AWP1D. ALLOW/MI WARNE PRIMIRE OF 2000 PM AND A LATERAL BEARING OP MO POP/FT. OF DEPTH WAS WM STRUCTURAL INGNIEW II1 TO OE NOTPIED P SITE MATERIALS ARE GIBOTIONABLY DIFFIMENT. 110 Inzatairetliner4A411111 rtattrt..lisplgataP. MM 4A441, -6•3422, *WM !MCA PAWLS. W GA GALVANIZED STEEL. P6 0 0 PURLIN SPLICE DETAIL' T6 14:660)43/6' =Lung 0 !;* 4 2 1/2' DIAPETER HOLE N COLWN (6) VERT. NO. REDA* 2X2X3(21.'X . • 3/14, DENT : • • PANEL CL P DETAIL NOTE, ALTIFINATEMCALemesE' •l'-O') ce PURLIN6 MO IVO AT ••••• Da • rikill•PDPW CM11111.0111111001711 • MITI* OF 11A124 • 1111111! MOD ROOF PANEL DETAILS 2X7X1116.4 MALI. • - • r-09 • , (2)314 MKS. • • PURIM • Ai• ' ' ROOF Dem PURLIN TOP FLANGE BRACE • . mr_ALE. • 1.-4r, M. x IV X 1'40 Wi(4) t•• x 42' A301 ANCHOR DOLTS x I* ea 2.14e) I' LEVEL RR GROUT .1\ \ • -\ 3-0. DIAMETER NO. 4 CIRCULAR TIER COLUMN FOOTING DETAIL (WALE, • 1,2' • MI NOW C PORAX ROW 11,207 187-800 cow 2 0 .0 110. ri I INCH 6 , 7 ; ° : -1 " :,"? ,U74 5 •-• 91. 111 el' ' 1111 I 1 II 1111111 11 1i111 1 111 I 11 11I , ' 1 1 I PURLIN SPLICE DETAIL' T6 14:660)43/6' =Lung 0 !;* 4 2 1/2' DIAPETER HOLE N COLWN (6) VERT. NO. REDA* 2X2X3(21.'X . • 3/14, DENT : • • PANEL CL P DETAIL NOTE, ALTIFINATEMCALemesE' •l'-O') ce PURLIN6 MO IVO AT ••••• Da • rikill•PDPW CM11111.0111111001711 • MITI* OF 11A124 • 1111111! MOD ROOF PANEL DETAILS 2X7X1116.4 MALI. • - • r-09 • , (2)314 MKS. • • PURIM • Ai• ' ' ROOF Dem PURLIN TOP FLANGE BRACE • . mr_ALE. • 1.-4r, M. x IV X 1'40 Wi(4) t•• x 42' A301 ANCHOR DOLTS x I* ea 2.14e) I' LEVEL RR GROUT .1\ \ • -\ 3-0. DIAMETER NO. 4 CIRCULAR TIER COLUMN FOOTING DETAIL (WALE, • 1,2' • MI NOW C PORAX ROW 11,207 187-800 cow 2 0 .0 110. ri I INCH 6 , 7 ; ° : -1 " :,"? ,U74 5 •-• 91. 111 el' ' 1111 I 1 II 1111111 11 1i111 1 111 I 11 11I , A • 2 M K 14 3 4 5 6 9 10 - 12 13 14 15 lb la . . . . ' ' . . .. .., 14 TO t TOOLED E c 2 3 4 5 6 9 10 12 13 14 15 I6 11 ! liff---TFITTT-Firrifilli.iT-T171-i-p-p-fiTirriTiTri-p-TITilcpluiliNTI-mmTri-Fill-p.ff.171-, ()INCH - 1 '' 2 P ' "“- ---I ''' ' ' ' '' ' - ''''-'4 - 5 6 CHINA 91. VI. CI. • • 61. ' .6 , ...9. ..... L'.., , 9 ,. • .F..„ .. • a, i i" n-o'0 • 111111111111111111111111111111111111111111)11111111111111111111111111111111111111111111111101111111,11111111111i111111111111111111111111111111111111 1 4 6 B 10 II 12 13 14 15 16 11 18 1 1 1 1 1 1 1 1 1 1 1 1 /1 / / // / / / / / / 1 / SW 22 -23 -4 ADAMS HOME TRACTS FIRST ADDITION PARCEL "00400 -680, LOTS 29, 28 4 21 " "____ _ 582'09'2S. ----------- E 217.6 =_ t0' P-UILDING BETBgBCk / i / i 1 - i / / EXISTING CYCLONE FENCING /To BE pITERM 3�RD�'NFEEW 4- TO LANDSCAPE /LAN. , UM?NITOI UUELL5T „Nr EXISTING ROLL GATE REI'tOVE EXISTING 4 (3) DISPENSING (/ 1 /// / /NBrALL OIUAWATER r ` SE RAT CAMt Td E x 81737 BAII' BILLER 8 STEM RELOCATE/ POwE_. POLE , 1 t /REM�OV!E CURB , CONSTRICT 96' x •b',STEEL . /E,=tr dI E ING IS f) I tEW , DANO PING R 6 '4 x'7 PANT CONTA . - - -p,T 1 GLAND,,FFqOR¢ CO OI'f / / 1 / / 1 EXISTING CONC' CURBING AND GU T Rl1MAIN / // / 1 1 / / 1 / / / 1 1�. / /� / / EXISTING 0/DERGROUND STORAGE TANKS TO REMAIN, REPIfE TO NEW DISPENSERS CONTRACTOR TO VERIFT SLOPE Cr DRIVE SLAB DRAINS INTO OILAUATER BEPERATOR CONTRACTOR TO VERIFY LOCATION OF SANITARY BIDE SELLER SYSTEM PROVIDE 6• PVC PVC ROOF DRAIN TIGHTLINED ATTACHED TO PUBLIC STORM DRAINAGE SYSTEM. CUT, PATCH AND MATCH EXISTING CONCRETE BLAB AS REWIRED. EXISTING PERVIOUS YARD NO WORK REMOVE OVERHEAD DOOR AND . INSTALL GARDEN STYLE GLAZING, STEEL WAIL u481RICK TO MATCH EXISTING EXTERIOR FOR CASHIER REMOVE 0)4. PANELS • FROM EXISTING COOLER REMODEL EXISTING CONVENIENCE STORE INTERIOR PROVIDE NEW KNELL STYLE FASCIA AND DOUNLIGHTING AROUND 3 SIDES CF BUILDING. INSTALL SATELLITE DISH ON EXISTING ?'•6. ROOF a/BCREEN ACTUAL LOCATION TO BE DETERMINED BY SYSTEM INSTALLER , SATELLITE DISH I0' LANDSCAPE 4 BUILDING SETBACK ExISta. CYCLONE FENCE EXISTING IDENTIFICATION SIGN AND AIR/WATER WIT PROPOSED NEW LANDSCAPE AREA, REFER TO LANDSCAPE PLAN I. 35' APPROACH (4e EXISTING) INSTALL IROAu METAL HALIDE LIGHT CH b' POLE. NEW LANDSCAPE AREA EXISTING FIRE HYDRANT SOUTH 152nd STREET , N 88.11'04' W 331)30' EXISTING RAMP TO REMAIN PROVIDE vAN ACCESSIBLE PARKING STALL a/INTERNATIONAL PARKING SIGN (SIGN TO BE INSTALLED (WITHIN LANDSCAPE AREA) N 88704" W 60' i J J J 0 10 20 40 SCALE, 1'.20'•0" 60 80 11 L K VICINITY MAP L CONTRACTOR IS RESPONSIBLE FOR ALL ASPHALT AND CONCRETE PATCHING/PAVING AS REWIRED TO CONSTRUCT NEW CANOPY, INSTALL NEW PRODUCT PIPING AND DEMOLISH PORTION Cr THE BUILDING. J GENERAL NOTES L GROSS FLOOR AREA OF BUILDING BEFORE PARTIAL DEMOLITION, 2690 80. FT 2. GROSS AREA CP EXISTING CANOPY TO BE DEMOLISHED, 1848 80 FT 3. GROSS AREA Cr PROPOSED NEW CANOPY, 2.688 80. FT" 4. PARING CALCULATION, 2b99 80 FT. CONVENIENCE STORF 9 PARKII,4 REWIRB•'ENT OF 25/1000. 3.655 (9) STALLS REDD 6. PARKING PROVIDED, 9 STALLS (VAN ACCESSIBLE INCLUSIVE) 6. WATER COMPANY, KING COt24TY WATER DISTRICT 125 1. SEWER COMPANY, vALYl1E BEUER DESIGN REVIEW INFORMATION H F E V21/50 PER BAR R9C MARK, DATE 'REVISIONS INITIAL D SITE PLAN DESIMONE's SHELL STATION 15060 PACIFIC HIGHWAY SOUTH TUKWILA, WASHINGTON \DESIGN GROUP RNA Mee,., 1ue Maletrg Pardo. 600 S Mote St Suite 210 P. a Box 004437 Seattle, Weslington 98108 Fiuu 206- 442.9542 Fez 206-442 -9700 abut rpmcipeolcom RPM REVIEW INITIAL RITZ RITZ Preliminary PAaee ' Caryl 3MAR9T SIPA (PPM PTJ Planntny PA... Caryl 2MAY97 Building Permit Permit Revisions General Bid aCONSTRUCI'IO N Bate: 28DEC9T Dr. By: c116 Appn R8C 2 3 4 5 6 9 10 II 12 13 14 15 6 , IT RPM/ 9101 1111111'1111111 I 11111,-1 1111�111111�LII11!1.!11I11�1'1 1' 11111 :'.`1111111r11T11111111'1111 111' p INCH • 1 Tit 2 1� J', ` ...' 3_ ` 4: 5 6 CHINA 1� 91 PI.. £l' Zl : 'W' OL ,.6 8 L.y 9: 5 4 £ Z 1111111111111ili11I 1111111111I1i 1111111►1 11i iiIIIIiiiii>> 11. 11. 1i111ii111111lld11111111b1 .11111ili iil.liilliii .1111 li''1 111 .111(1111111111111'111 M L K 14 E 1 2 3 4 6 1 0 10 11 12 13 14 la 16 11 18 . , . . . . . . ■ I , _ . . . I r I j 771...6.4,.....",... 2 3 4 5 1 a 10 12 13 14 15 16 11 18 G D c I 1 1 1 ' 1 ' I . 1 1 ' 1,1 ri vi II 1.1 ! 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GRA EXISTING UNDERGROUND STORAGE TANKS TO REMAIN, REPIPE TO NEW DISPENSERS REMOVE EXISTING 4 (3) DISPENSING I (? • / / NSTALL OILI/WATER SEf ERATO CONN- TO EXISTR4G SANI �5I5WER 57STEM RELOCAT[i POWE / ?REMOVE CURB CONSTRUdT 96' CIANOPYppvER pISPENSNG ISL PROVIDE 0 "4 x 2 EXPOSED /AGGRE PLANT �TAIli EACH E OF 45LAND,FOR r SPOTS, R / SCAPE PLAN. / . i PARKING STALLS S' -0 "XIS' -0" PA CONTRACTOR TO VERIFT SLOPE OF SLAB DRAINS INTO OILAIUATER 5E CONTRACTOR TO VERIFY LOCATION SANITARY SIDE SEWER SYSTEM. PROVIDE 6" PVC PVC ROOF DRAIN TIGHTLINED ATTACHED TO PUBLIC 5 DRAINAGE SYSTEM. CUT, PATCH AND EXISTING CONCRETE SLAB AS REQU r POLE ; r r s'r STEEI~ • w / I •/ / (STING G4NCRET RBING AND GU REMA)N EXISTING PERVIOUS YARD NO WORK EXISTING BUILDING W /OFFICE SPACE TO REMAIN/NO WORK IN THIS AREA REMOVE OVERHEAD DOOR AND INSTALL GARDEN STYLE GLAZING, STEEL WALL wBRICK TO MATCH EXISTING EXTERIOR FOR CASHIER i12C Qtr EXISTING COOLER REMODEL EXISTING CONVENIENCE STORE INTERIOR, PROVIDE NEW SHELL STYLE FASCIA AND DOWNLI AROUND 3 SIDES OF BUILDING. INSTALL SATELLITE DISH ON EXISTI ROOF w /SCREEN, ACTUAL LOCATION TO BE DETERMINED BY SYSTEM INSTALLER SATELLITE DISH EXISTING CYCL FENCE 1m' • LANDSCAPE 4 .BUILDING SETBACK 35' APPROACH NEW LANDSCAPE AREA EXISTING IDENTIFICATION SIGN AND AIRNJATER UNIT N 88'11'04" W 331.80' EXISTING FIRE HYDRANT SOUTH. 152nid STREET V • PROVIDE VAN ACCESSIBLE r PARKING STALL UWNTERNATIONAL •,- ...:r -:- �•� dC ►Y filr�f'�•/ 61�- ►L.T19.�it _1114T w �••• m• .. . .. PROPOSED NEW LANDSCAPE AREA, REFER TO LANDSCAPE SI I P 111 TTIT iT ' T 11111 I i � i l l l l l l 1 L :TIT I -111 -1 � 1 I .! 1! I i I TP- ! :! I i l e i 111:11_(( I I_,. I I_II 11;1_i_I 1 � 1 1.111- 1 1 „ l I l p INCH CHINA 5 6 „ h Si: P1. EL Zl Lt ' OIL 6 . .B L 9 5 4., E t l ip IIIIIIIIIIIIIIIIIIIIIIIIIIIIIII111111IIIIIIIII111 1111 111111111111111IIIIII1111111 11111111111111 1i1111111ILI1IIILII111111IIIu11111111111111111111111 7;9,, 1 1/ • N 88 ?11'04' UI 331.80' 1 • 1 .:.? !:1 I FITTITITTITIT IT In :I ITI 11.,!1)1! cl I 11 I I 11 1..1 1pa; 5 II:11,1'111 'I6 • ° CHINA 1 91 1/1 ::114f;;;;:f!,..01;: . E 1. 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