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HomeMy WebLinkAboutPermit D01-214 - AT&T WIRELESS - IMPROVEMENTSA T & T WIRELESS 17030 E MARGINAL WY S D01 -214 City of Tukwila Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 WARNING: IF CONSTRUCTION BEGINS BEFORE APPEAL PERIOD EXPIRES, APPLICANT IS PROCEEDING AT THEIR OWN RISK. Parcel No: 032304 -9057 Address: 11030 EAST MARGINAL WY S Suite No: Location: Category: AOT Type: DEVPERM Zoning: MIC /H Const Type: Gas /Elec.: Units: 000 Setbacks: North: Water: SEATTLE Wetlands: Contractor License No: The granting of this permit does not presume to give authority to violate or cancel the provision of any other state or local laws regulating construction or the performance of work. I am authorized to sign for and obtain this development permit. OCCUPANT AT & T WIRELESS Phone: 11030 EAST MARGINAL WY S, TUKWILA WA 98188 OWNER SEA. POLICE ATHLETIC ASSN I 11030 E MARGINAL WY 5, SEATTLE WA 98168 CONTACT LINDA BENTLEY Phone: 206 - 601 -4235 2107 33 ST, EVERETT WA 98201 * * **** **** *******k**•k** *kkkkk *** k* *kkkkk *** * * * ** k k k* *** ** ** * * **k** ** ****k * ** ***** * Permit 'Description: EXPANSION OF EXISTING COMPOUND INSTALLATION OF RADIO CABINETS ON A CONCRETE PAD, INSTALLATION OF 12`ANTENNAS AT 80' AGL ON EXISTING MONOPOLE. * * *k * *** ** * ** * * * * ** ** ** ** k * * * * * *k * *** *k ** ** *** **k* k ** *k** * * * * *k *****kk **k***k* Construction Valuation: $ 75,000.00 PUBLIC•WORKS.PERMITS: *(Water Meter Permits Listed Separate) Eng. Appr: Curb Cut /Access /Sidewalk /CSS: N Fire Loop Hydrant: N No: Size(in): .00 Flood Control Zone: N Hauling: N Start Time: End Time: Land Altering: N Cut: Fill: andscape Irrigation: N Moving Oversized Load: N Start Time: End Time: Sanitary Side Sewer: N No: Sewer. Main Extension: N Private: Storm Drainage: N Street Use: N Water Main Extension: N Private: N Public: N * * ** * * *k * * * ** kkkk * * **** * *k *k *k * *k* *kkkk **** **kkkkkk*k *kkkk *k *k** * ***k**** *k *k ** TOTAL DEVELOPMENT PERMIT FEES: $ 1,355.44 * ** * * ** *****kkkkk ** * *k * ** ** ***kkkkk * * * * * * **k ** * *k * *k* *k** ** *kkkk *kkkkk*** *k ** Permit Center Authorized Signature: Date: / I. hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. Signature:__ .0 South: .0 East: .0 West: .0 Sewer:•VAL VUE Slopes: Y Streams: DEVELOPMENT PERMIT Print Name: / , //1 acN .94°- /its Occupancy: UBC: 1997 Fire Protection: Permit No: Status: Issued: Expires: Public: (206) 431 -3670 DO1 -214 ISSUED 08/28/2001 02/24/2002 Date: 4/2"._ 87lT / This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. Address: 11030 EAST MARGINAL. WY S :cite: -CITY OF TUKW:ILA C� Permit No D01 -214 Tenant:. Status: ISSUED Type: DEVPERM Applied: 07/18/2001 Parcel ` #: 03"304-90r7 Issued: 08/28/2001 ; ** • k *AAAAAAA* *A * Il *1k•k•k k• k•k. *A•k. ** k• kA A . kA ermit Conditions: . The slats must be installed in the chain link fence and painted the same color ,as the existing building. The color of the antennae must match '.the dolor the. existing building. No changes will' be made to the: plans unless approved by the Engineer and the Tukwila Building ,Division. All construction to be done • in conformance with approved .plans and' requirements of the' Uniform Building Code (1997 .` Edition) s es amended, Uniform Mechanical Code (1997 ; Edition), and Was`h..i ngton Sta to Energy Code • (1 997 Edition).' Val i d ity` of Permit. ; The issuance of a permit or approve p1ans, specification s, and ,computations shall not be con stru,ed ' to { be a permit for, or an approval of, any violation of any of the provisions of the building code or of any ' other`or,dinance o•f:'the jurisdiction No permit presuming t give author ity' to violate or cancel the,provisions of this code' 'sha 1.1 `'be' valid. All .:permits, ;inspection`" records, and approved plans :shall;. b available at the job site :prior to the start of any : con- struact i,on These documents are ,to : be, ..aria inta i ned and avai l - =able, unti l =final inspect ion approval Is granted. k A *FFTRE ` DEPARTMENT CONDITIONS*,* The'.attac #red set of plans 'have' beentreviewed by The Fire Prevention' Bureau and are ac.c eptable with the following concerns The total number of fire extinguishers required for your establ.ishment..is Calculated at one extinguisher for each 3000 sq ft. of area, The ext ingui,sher`(s) should be of the "All Purpose" (2A, ; 16B :C) dry chemical type°. Travel ,distance any fire extinguisher must be 75`. or Less (NFPA 10, `' : =1_.1) Portable fire e xt`i ngu i she rs ° :shall : be, securely :i ns.ta 1 le�d on • the hanger or in the bracket 'supplied., placed in cabinets` ,or wall recesses The 'hanger :or bracket. " sha l lbe.: l y and properly anchcre"u. to , mount ing surface-in accordance with the manufacturer's_ instructions The-extinguisher („shall be installed so that the -tbp. of the extinguisher is not more than 5 feet above the floor and the clearance between the bottom of the extinguisher and the floor shall not be less than 4 inches. Extinguishers shall be located so as to be in plain view (if at all possible), or if not in plain view, they shall be identified with a sign stating, "Fire Extinguisher ", with an arrow pointing to the unit. (NFPA 10, 106.3)•(UFC Standard 10 -1) 11. Clear access to fire extinguishers is required at all times. They may not be hidden or obstructed. (NFPA 10, 1-6.5) 12 Fire extinguishers require monthly and yearly inspections. They must have a tag or label securely attached that indicates the month and year that the inspection was performed and shall identify the company or person performing the service. (NFPA 10, 43, 4-4 and 4-4.3) Every six years, dry chemical and halon type fire extinguishers shall be emptied and subjected to the applicable recharge procedures. (NFPA 10, 4-4.1) If the ;required monthly and yearly inspections of the fire extinguisher(s) are not accomplished or the inspection tag is not complete, a reputable fire extinguisher service company will be required to conduct these required surveys. (NFPA 10, 4-3, 4-4) 13". :Maintain fire extinguisher coverage throughout. . . , 4. No point in an unsprfnklered btiiiding may be more than 200 , 1 feet from an exiMeasured along the path of travel. (UBC 1004.2.5.2.1) , ,:'' '-:' , No point in ,aSprinklered building may be more than '250 feet from an:ekit, measured along the path of travel. (UBC 1004.2.5.-2.2) , - ' - . Exit doors shall swing . 1 6 the direction of e x i t travel when , .‘,. , • . Exit doors shall, from'the inside without the serving:any hazardous area or when serving an occupant load of 50 more. MC 1003_3. .5) . ‘ , , use 6 key or.anytpecial knowledge or effort. Exit dooS.'ishall be locked, chained, bolted, barred, latchedg, , . or otherwise rendered unusable. All locking devices shall .. be . of an approved type. . ) (UFC 1207.3) 'Dead%'boltsaare not allowed .on auxiliary C 'exidoors unless the dead bolt is automatically retracted when the door - , . - , ,jhandle Os trom,i-nsidethe tenant space. (UFC 1, . . , Whe'Wtyio :or more exits,- froM' a :storY are required, exi t .signs. shall be installed at the requiired exits:and where , . ,- ' oth'irwise-necessary to clearlY'indiCate,the 'direction ,..- ' '* ''-. "20. iiheri: more exits from a story',are required and when ';','.',- ' two 6r''more eXits. from a room or'an area,a're required,'„exit:' signs,'Sbalt be:illuminated. ,(UBC 1003,1. . . Internally illuOnated exit signs sharrhave both bulbs,:2A:i working-at all''tiMes::.,(UBC 1003:2;8A) -- . Exits shall be illuminated any time the building is 'occupied Wi,th, light 'having an 'intensity of not less than 1 ,foot candle . at floor level. Fixtures required for e x i t r , illumination shall be%supplied from separate sources of .power for Group Division 1:1 and 1.2 occupancies and for all other occupancies where the exiting sYtem serves an occupant load of 100 Or more. (UBC 10032.9, 1003.2.9.2) 23. The power supply for means of egress illumination shall normally be provided by the premises' electrical supply. In the event of it's failure, illumination shall be automatically provided from an emergency system for Group I, Divisions 1.1. and 1.2 occupancies and for all other occupancies where the means of egress system serves an occupant load of 100 or more. Such emergency systems shall be installed in accordance with the electrical code. (UBC 1003.9.2) 2 4. All exit signs shall be illuminated at all times. To ensure continued illumination for a duration of not less z z re 2 6 = 00 co LU Ul uj 0 g 7.3 w D - CY 1-0 z uJ uj D C.) 0 D- o I— LU I 0 . z cm to 0 = -L. than 1 1/2 hours „ij case of primary power 1o, c..% the exit signs shall also connected to an emergenc electrical system provided from storage batteries, unit equipment or an on site generator set, and the system shall be installed in accordance with the electrical code. (UBC 1003.2.8.5) . Maintian sprinkler coverage per N.F.P.A, 13. Addition/relocation of walls, closets or partitions may require relocating and/or adding sprinkler heads. • Sprinkler protection shall be extended to all areas where required, including all enclosed areas, below obstructions and under overhangs greater than four feet wide. (NFPA 13-4-5.5.3.1) All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to install or modification. New sprinkler systems and all modifications to sprinkler .systems involving more than 50 heads shall have the written approval of the W.'S.R.B., Factory Mutual, Industrial Risk Insurers, Kemper or any other representative designated and/or recorghizect by the City of Tukwila, prior to submittaT;to the,Tukwila,Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance #1901) . All sprinkler system plans, calculations and the 7 contractors Materials and Test Certificates submitted to the ,T6gwila Fire Prevention Bureau must be stamped with',the, appropriate level of competency ,seal. (WAC 212-80) . Maintain automatic fire detector coverage per N.F.P.A. 72. Addltion/relocation of walls, closets or partitions may require relocating and/or adding automatic fire detectors. 30. Maintain square foot coverage of detectors per , 5-17.4.2) ,cloSets,,e1e4ator shafts, top of stairwells, etc. (NFPA ' 72, manufacturer's specifications in all areas including: 3•. All,hew-fire alarm systems. or modifications to existing systems shall have the written approval of the Tukwila Fire ' Prevention Bureau. No work shall commence until a -Fire department permit has been obtained. (City Ordinance #1900) (UFC 1001.3) .. All electrical work and equipment shall conform strictly .to' .- the standards of The National Electrical Code. (NFPA 70) .5.5. An aisle and working space shail be provided for each ' electrical panel. An aisle width not less than 24 inches shall provide access to the panel and 30 inches of working space shall be provided ,directly in front of the panel. (NEC 110-16(a), NEC 110-16(c)) 34. Each circuit breaker shall be legibly marked to indicate it's purpose. (NEC 110-22) Required fire resistive construction, including occupancy separations, area separation walls, exterior walls due to location on property, fire resistive requirements based on type of construction, draft stop partitions and roof coverings shall be maintained as specified in the Building Code and Fire Code and shall be properly repaired, restored or replaced when damaged, altered, breached, penetrated, removed or improperly installed. (UFC 1111.1) 36. The maximum flame .spread class of finish materials used on interior walls and ceilings shall not exceed that set forth in Table No. 8-B of the Uniform Building Code. (UBC 804.1) 37. Your street address must be conspicuously posted on the . . 1407..Y.re, .. r a; Ala %L'a','.::�:vi`if�,.: °.%as; J' �xfiw":' H:: zk' F'S5 %�i+2:1Fsmr. ?S aFik building and shall be plainly visible and legible from the street. Numbers shall contrast with their background. (UFC .901.4.4) • In order to provide you with the fastest police and fire 'protection under emergency conditions, please post your suite, room or apartment number in a conspicuous place near the main entry door. (UFC 901.4.4) Fire Department lock boxes shall be provided for access to all fire alarm panels and sprinkler risers. The appropriate key(s) for access shall be placed in the lockbox. Lockbox order forms must be obtained from the Tukwila Fire Department. (City Ordinance #1900). Contact the Tukwila Fire Prevention Bureau to witness all required inspections and tests. (UFC 10.503) (City Ordinance #1900 and #1901) This review limited _to' speculative tenant space only - special fire permtts' may be necessary depending on detailed description of intended use • , Any overlooked hazardous condition and /or violation ; of the 'adopted Fire or Building Codes does not imply approval of such condition .or 'violation. . . • The plans were rev i ewed. by _c53_. If you have any quest,ons, please :call the Tukwila Fire Prevention; Bureau;; at (206)575- 4407. ** *PUB'LIC WORKS DEPARTMENT CONDITIONS * ** Temporary erosion control ';measures, shall be implemented a the jfi'rst , order of .business ` to prevent sedimentation off - siteor into existing storm' drainage facilities . PPLICANT SHALL SUBMIT `A' . REVISION TO PUBLIC ';WORKE FOR EV3IEW SAND APPROVAL IF ,EXISTING ON ' SITE STORM: DRAINAGE SYSTEM ;NEEDS TO BE MODIFIED AS •A‘ RESULT OF THIS ' PROJE GT ANY MODIFICATION': TO EXISTING :WATER SERVICE SHALL BE COORDINATED WITH WATER` DIST #1 "AT' {;206)242 - 9547 ND ANY,._MODIFICATIONS Tod' THE` EXISTING. SANITARY SEWER SYSTEM,` SHALL;'�.BE , COORDINATED WITH VALVUE SEWER DISTRICT AT ,, (206) 242`-323,61 The site shal l have permanent erosion control measures .place'',as soon - ;as passible after final '; has been,: completed aptf prior to the Final Inspection. I ' hereby cert'i fy,, that V have' read these con,d,i t i ons :and w'i l l comply . with them as outlined. Ai 1 provisions: of law and or,.dinance,s.`governing this work will be.. with,,:'whether . speci:fied`'he'rein:,or not:. The, granting of this:;`Wmit `does not presume to give authority to violate or cancel the prov i s l ons of any `'other ....work or local laws regulating construction o`r t performance of work. Signature: Print .Name: J ;i/ 24/ /X.0 Date: .Y A la Project Name /Tenant: , si- T Oir-e e .5 - SC 7$ /4 99 x �7 4x' Value of Construction: -7` -7 - c7 Site Address (include suite number. ity St4 e /Zip: // 30 Eq s 7� / 1 1/11/ el-, 4 ) ? u- Ar c�-1 /c( Tax Parcel Number: 0_3 . Yi - Y457 Property Owner: yiC7ra 5' e Phone: Z 9/9 y(.� 6 . 6 77 Stre A ddress: City State /Zip: 6 f- -nc - 6i- ` Jfnve Ca C Fax If: , 1s22 Contractor: TO D Phone: Street Address: City State /Zip: Fax It: Arch, ' ?ee 4 >V , Ph o nei I 6.32- cf 7 St et Address: City State/Zip: �/ '176 if I/4 .surrey, 6e. Y3s 7)0 Fax #66Y. • • 97 6,V3/ Engjneer: Lea/Mir g, 4asa va.ba_ Phone: - . e7- erkov-€.) Street ddress: City State /Zip: 0 l ol`l (yh e xy 61-a( (toV) Fax #: Co tac��e � �e�/ Phone: ,_ bo/ tr et Address: r,g iyta(e/ZiP: Fax #: ,9-a‘. 9.33. //a �v 2/0 7 33 St e e/ /, PIA 9d Descri tion of work to be done (please be specific): e 025/0/ of fx_ozin con y6c/n t6 m s / /6(- t �rn v)' ra, /o C 0/7 q concre? , p4 / 11 s7?t 14,) an v -- /2- 0 */))3 45 (..? / 1167- oil eK /s b te.9 mt vi /e Existing use: ❑ Retail ❑ Restaurant ❑ Multi- family ❑ Warehouse Hospital ❑ Church ❑ Manufacturing ❑ Motel /Hotel ❑ Office ❑ School /College /University 521 Other w /J't° Jip' i'c i € Proposed use: ❑ Retail ❑ Restaurant ❑ Multi- family ❑ Warehouse ❑ Hospital ❑ Church ❑ Manufacturing ❑ Motel /Hotel ❑ Office `/ ❑ School /College /University -Other ' r' ' y -S - 6 '0 Building Square Feet: existing No. of Stories: Area of construction (sq ft): Will there be a'change of use? ❑ yes no If yes, extent of change: (Attach additional sheet if necessary) Will there be rack storage? ❑ yes ❑ no Existing fire protection features: 0 sprinklers ❑ automatic fire alarm ❑ none ❑ other (specify) Will there be storage of flammable /combustible hazardous material in the building? ❑ yes N O no Attach list of materials and storage location on separate 8 1/2 X 11 paper indicating quantities & Material Safety Data Sheets CITY OF T UKWI LA Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 (206) 431 -3670 Project .. amber: Permit Number: 7 Commercial / Multi - Family Tenant Improvement / Alteration Permit Application Application and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or facsimile. APPLICANT REQUEST FOR PUBLIC WORKS SITE /CIVIL PLAN REVIEW OF THE FOLLOWING: (Additional reviews may be determined by the Public Works Department) ❑ Channelization /Striping ❑ Curb cut/Access /Sidewalk ❑ Fire Loop /Hydrant (main to vault) #: Size(s): ❑ Land Altering 0 Cut cubic yds. 0 Fill cubic yds. ❑ Sanitary Side Sewer #: ❑ Sewer Main Extension ❑ Storm Drainage ❑ Street Use ❑ Water Main Extension ❑ Water Meter /Exempt #: Size(s): 0 Deduct ❑ Water Meter /Permanent # Size(s): ❑ Water Meter Temp # Size(s): Est. quantity: ❑ Miscellaneous ❑ Flood Control Zone ❑ Hauling ❑ Landscape Irrigation O Private 0 Public O Private 0 Public 0 Water Only gal Schedule: Value of Construction - In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review - Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The building official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once. Date application accepted: (f3 "01 Date application expires: Applic ' taken by: (initials) PLEASE SIGN BACK OF APPLICATION FORM /1 /30/00 crpeneiIdoc ■ BUILDING OWNER R AUTHORIZED AGENT: Signature: - Date: -7/7,0/2/ Print name: /l06eG �� 4 Pho ,., 6G � 2 X Fax iiaQ� ? ?3_ / /si Address% a /G 33 5/: j City /State /Zipr— n f� / APPLICATIONS MUST BE SUBMITTED WITH THE FOLLOWING: D ALL DRAWINGS TO BE STAMPED BY WASHINGTON STATE LICENSED ARCHITECT, STRUCTURAL ENGINEER OR CIVIL ENGINEER • ALL DRAWINGS SHALL BE AT A LEGIBLE SCALE AND NEATLY DRAWN • BUILDING SITE PLANS AND UTILITY PLANS ARE TO BE COMBINED N/A SUBMITTED ❑ ® Complete Legal Description ❑ Metro: Non - Residential Sewer Use Certification if there is a change in the amount of plumbing fixtures (Form H -13). Business Declaration required (Form H -10). Four (4) sets of working drawings (five(5) sets for structural work), which include : ❑ ❑ Site Plan (including existing fire hydrant location(s) 1. 2. 3. 4. 5. 6. 7. North arrow and scale Property lines, dimensions, setbacks, names of adjacent roads, any proposed or existing Parking Analysis of existing and proposed capacity; proposed stalls with dimensions Location of driveways, parking, loading & service areas Recycle collection location and area calculations (change of use only) Location and screening of outdoor storage (change of use only) Limits of clearing/grading with existing and proposed topography at 2' intervals extending 5' beyond property's boundaries 8. Identify location of sensitive area slopes 20% or greater, wetlands, watercourses and their buffers (change of use only) 9. Identify location and size of existing trees that are located in sensitive areas and buffer (TMC 18.45.040), of those, identify by size and species which are to be removed and saved 10. Landscape plan with irrigation and existing trees to be saved by size and species only) 11. Location and gross floor area of existing structure with dimensions and setback 12. Lowest finished floor elevation (if in flood control zone) 13. See Public Works Checklist for detailed civil /site plan information required for Public Works Review (Form H -9). ❑ ® Floor plan: show location of tenant space with proposed use of each room labeled ❑ ❑ Overall building floor plan with adjacent tenant use; identify tenant space use and location of storage of any hazardous materials; dimensions of proposed tenant space. ❑ ®- Vicinity Map showing location of site ❑ • 11 Rack Storage: If adding new racks or altering existing rack storage, provide a floor plan identifying rack layout and all exit doors. Show dimensions of aisles, include dimensions of height, length, and width of rack. Structural calculations are required for rack storage eight feet and over. Indicate proposed construction of tenant space or addition and walls being demolished 11/30/00 ciperinii.dnc Construction details Sprinkler details - details of sprinkler hangers, specifically penetrations in structure, i.e., roof; size of water supply to sprinkler vault with documentation from contractor stating supply line will meet or exceed sprinkler system design criteria as identified by the Fire Department. ❑ Washington State Non - Residential Energy Code Data shall be noted on the construction drawings. ❑ SEPA Checklist - if intensification of use (check with Planning Department for thresholds). ❑ Attach plans, reports or other documentation required to comply with Sensitive Area Ordinance or other land use or SEPA decisions. ❑ Food service establishments require two (2) sets of stamped approved plans by the Seattle -King County Department of Public Health prior to submitting for building permit application. The Department of Public Health is located at 999 Third Avenue, Suite 700, Seattle, WA or call (206) 296 -4787. (Form H• -5) ❑ ❑ Copy of Washington State Department of Labor and Industries Valid Contractor's License. If no contractor has been selected at time of application a copy of this license will be required before the permit is issued OR submit Form H -4, "Affidavit in Lieu of Contractor Registration ". Building.Owner /Authorized Agent If the applicant is other than the owner, registered architect /engineer, or contractor licensed by the State of Washington, a notarized letter from the property owner authorizing the agent to submit this permit application and obtain the permit will be required as part of this submittal I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. easements (exterior changes or change of use mint. 1:, 355.44 ^F*, • it{,( `.' ' {WW11 jGtn? t`�'7�`,, 5i '.,. -.; 7+ a.�.+ =x'": `t.+,an V i V' 1j 1 ;y 1 • k * * * * * * * * * ***ik.* **** * * * * * * * ** OF T'UKW1LA, WA TRANSMIT * * * * * * * * * * * * * * * *ir * * * ** ** ** * * * * *. * * * * * *, * * * * * * ** ** ,... * * * * * * * * ** • ANS14 1,; Number: R0100910 A nouht.: 1,355.44 07/18/01' 15: 03 d yineiti Method grad : ` CHECK Not lit i on: F3E:CHTEL CURPURA'C In , t.: f l.:H F'c,rmit.: No:: D01. -214 Type : DEVPERM DEVELOPMENT PERMIT. Parcel No 032304-9057 e .Address: 11030 EAST", MARGINAL WY S Total Fees : 1, 355.44 Total- AL.L Pmts 1 , 355..44 .. Balance .00 ** y1t*W***.**********;************** k * ** ** * * * * * *** *** *** **** ** * ** Count .: Code Des c...r :,i pLion 00/32 BUIL DING NONRES 00 '345..` .PLAN CHECK - ' NONRES 00%,...3 ' 901 `S rA IT' BUILDING SURCHARGE ttitA Pro'ect: ' i A c .,ii-0,./...." Type of • I. . ion: • / 'A•dress: ...... — D • Jilllimi"---4- lf ar O /r Ir Special instructions: .. a42 y 24&2O 1 I . Date wanted: ..th Pm. Requester: A Phone: hOC.P) 2 10q - 7(e . •• , • 3 . - INSPECTION RECORD " Retain a copy with permit ; INSPECTION NO PERMIT NO •.e. CITY OF TUKWILA BUILDING DIVISION -1•:6300 S outhcenter Blvd, #100, Tukwila, WA 98188 31-3670 Approved per applicable codes. El Corrections required prior to approval. COMMENTS:. - CI cr ) e e 3 Ke c .e -fUr ro 4-4, 3 .3 3: ,•• C:l ,r)ore)N,Ir V14 T 1.. • vouv‘r, trAj/N — 0 f ro\JP// k it 4 • • ri*spector: Date: i $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 000 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: • `..t. 713343- 3.:333 s s • r•.;> '< • : I I re 2 6 D' 03 00' CO O. W: • LU I. —J CO LL g u. < 0 D - • a • o. z 1—, 111 w . D. • 0 • to U U.1: I 0, 0 Z 1.1.1 0 , z „ • MMENTS: • , ' • :•' • . ' • gt, n ' INSPECTION RECORD Retain a copy with permit INSPECTION NO CI BUILDING DIVISION 6306SOUthcenter Blvd, - #100, Tukwila, WA 98188 ._, .,. ,. • inspector; PERMIT NO. D a t e//153-1 •-• :,$47.00 REINSPECTION E REQUIRED. Prior to inspection, fee must be paid 4 Southcenter BlVd., Suite 100. Call to schedule reins ection. (206)431-36 0 •Speciarinstructions: Type of Insp,e.c 4 Date called: Date wanted: Request79 • PF.one: .(,) 77,1 Ce3 Approved per applicable codes Ragrectilarequired prior to approval. . • •• Receipt No: Date: • '•• P oject: - k , v A --- — ....A .......—....i......4:,.... Type , Inspection: i , .44‘.iditr4 A,dress: Date called: Special instructions: CO LAiL (e if 20 • f Date wantedV_ i /; a,,r C Requester\ __Lia(14 • Phone: TT • • 4 . ' . .1NSI RECOR Retain icOpy:with permit ITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 COMMENTS: Sr c••■ 1 V\ (ACs L. C\_j r-: DO - 7 110 02 1,0;11 cen • Approved perapplicable codes. =, n Corrections required prior to approval. Date: $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid ••::. •r!at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: ,...:emmetx 4 :10 74 t +. • November 29, 2001 1-91M-13869-K Spectra Site Construction, Inc. 5821 - 1 Avenue S. Seattle, WA 98108 Attention: Subject: Dear Mr. Dozsa: AMEC Earth & Environmental, Inc. (AMEC) respectfully submits this final summary of special inspection services for the referenced project. Our services were performed as requested and scheduled by Spectra Site Construction, Inc. A Daily Field Report of our inspections was prepared at the time our services were provided. Our attached Daily Field Report and corresponding Laboratory Test Report form the basis for this final summary letter. AMEC performed special inspection services for reinforced concrete for an equipment slab. We observed that reinforcing steel, concrete materials, and concrete placement conformed to the approved plans, specifications, building codes, and changes authorized by the structural engineer. All concrete samples collected during construction met or exceeded the specified 28-day compressive strength requirements. AMEC Earth & Environmental, Inc. 11335 N.E. 122 Way, Suite 100 Kirkland, Washington USA 98034 Tel (425) 820-4669 Fax (425) 821-3914 www.amec.com ame0 Mr. Ron Dozsa RECEIVED NOV 3 0 2001 COMMUNITY DEVELOPMENT Final Summary of Special Inspections AT&T HWY 99/ HWY 599 Cell Site 11030 E. Marginal Way S. Tukwila, Washington Building Permit # D01-214 SAWORDPROC1 Projects \ 13000s\ 1 3869 SpectraSite Construction1Final Summary.K.doc SpectraSite November 29, 2001 In our opinion, the work inspected and referenced above was performed in general conformance with the approved plans, building codes, and changes authorized by the structural engineer. If you have questions or require additional information, please call at your convenience. Respectfully submitted AMEC Earth & Environmental Vladi Burakovskiy Project Manager want (Ken Principal Attachments: Daily Field Reports No. 1 28 -Day Concrete Strength Report (1) CC: City of Tukwila Building Division 6300 Southcenter Boulevard Tukwila, WA 98188 -2544 Attention: Permit No. D01 -214 KSSNB/tls AMEC Earth & Environmental, Inc. 11335 N.E. 122 Way, Suite 100 Kirkland, Washington USA 98034 Tel (425) 820 -4669 Fax (425) 821 -3914 www.amec.com RECEIVED NOV 3 0 2001 COMMUNITY DEVELOPMENT 'EXPIRES 12/18/ ame0 1 -91 M- 13869 -K Page 2 S: \WORDPROC\ Projects \l3000s \13869 SpeclraSite Constniction\Final Summary-K,doc iiew ., �. .- .. . a .. ... .. ... - - ' - - eYrr.li PROJECT NAME Gq / P G7,1) 1e_cc.y\. Onc■csi Irp :1-c 1(2._>( 7 .0 l b . C-_ C_.oroPf Oc \ r \ OCaV76 \I Cl( '&. \--kri'sif•c\ ‘XY PROJFCT NC). - /-9//7/Yrdr-K REPORT NO. ADDRESS 1 I Drbp E_.-- -D._, ' PERMIT NO. , 'POI-2i 4 DATE C1 .1 9 0 I CLIENT , •Pcv--fr-t- 4c e 4409..i TR ei.p.'..,Ace: L licr#4isce-- 7( WEATHER ,)f 1 ---- 1 C 5 PAGE (includes Test Reports) 1 OF 2 STRUCTURAL ENGINEER 11 2-11-- E-C-) AMEC PROJECT MANAGER/PHONE NO. \C ) big a4 ARCHITECT AMEC FIELD REPRESENT TIV PAGE NO. Ur-De CONTRACTOR TYPE OF INSPECTION a • ....12.1<EW INSPECTION RE-INSPECTION PET:, r nt a.5 c Po( celimPnrc.c1 cscy 1e_cc.y\. Onc■csi Irp :1-c 1(2._>( 7 .0 l b . C-_ C_.oroPf Oc \ r \ OCaV76 \I Cl( '&. \--kri'sif•c\ ‘XY 7 T 01 (2. Cc U itc\c)_ fe■fc'ocEI nq \( 1 4 )4 kVNtcc\ cci Uk P r1 x..)\---Vic_i-, . N: CoiNtl vv. Oncs cs:s*t---ocaos C)ci--e 6 cci)c AA c& Vl_l■ Crx 10--c ,e(-- a pf 'i:-.c Cc ) cAmk*Q__. E.? I ac)i-\■\ clak-cl , .s., , \_>,;\\\ \--4 ok- c:---- c ) - 4c e 4409..i TR ei.p.'..,Ace: L licr#4isce-- 7( # Y kci;riure°-) 445 /e/6. c. .e. c.,Ay ,, er yr-DZ DAILY FIELD REPORT AMEC Earth & Environmental, Inc. 11335 N.E. 122 Way, Suite 100 Tel (425) 820-4669 Kirkland, Washington 98034 Fax (425) 821-3914 To the best of our knowledge, all items inspected as noted above were in general conformance with the approved plans and specifications. THIS REPOR CONSIDERED This report is provided solely for the information written permission of AMEC, Inc. reliminary Observations El Deficiency Correc — Report No. I II AMEC FIELD REPRES 1 • ELIMINARY AN REVIEWED SUBJECT TO CHANGE PENDING REVIEW BY OUR PROJECT MANAGER ent. This report is not intended to be transmitted to a third party by any means, except in full, without AMEC Earth & Environmental, Inc. (Rev. 11100) 0/17/01 11:10 FAX 2067625888 ;ENT BY: TRK ENGINEERING LTD. ; COMPANY: 59sc e44 ArTENTfoN: - Sqck. Gov F-�w RE: Fe 8 5 PROM: DATE: Fk6(Q r VIT4 17 /0i SPECTRASITE CONSTRUCTION 804 574 6431; SEP•17 10 :38AM; TRK Engineering Ltd. Suite 201, 17688 -- 66 Ave. Surrey, BC V3S 7X1 (604)-574-6432 Fax (604) - 5746431 ERING e -mail: mall@trkeng.eom • FAX SHEET FAX: TRK Prof 0: PAGES; �`f IS qr....c r 31- 1 L) S T T% r€ (X (c) 4-41 ('A 4- (1- 5)INFoPc.% Fop/AS `r 12 0.G. wikq gallpM ►S i ' 1-Ab . 3rwc i oNi D44b J ► ry 6 SO 1) . R100: PAGE 1 1 2.66- 74Z- 5-ass • .z . J U; U CY W I' J CO LL W O. - • .0 z W P. . •z 09/17/01 11:10 FAX 2067625888 SPECTRASITE CONSTRUCTION NOTE TO CODE Ok1CAL, PAD IS FOR EQUIFHENT ONLY (NO BUILDINCTS) ASPI4ALT / \ / \/ / \ / \ NA. r\r\r\r\ \�C "4 CONTINUOUS (TYP. OF 2) • • 4 a 4 o: , A. d • a •� . u 4 as • • : f 1' -0" VALMONT MICROFLECT. COA < BLOCK (PART NO. 81160) C/W V. LMoNT . MICROFLECT I- IARDWARE K IT (PART • NO.. 51165) OR APPROYEI?..EQUAL PROVIDE 3/4 CHAMFER 6" T1 -1ICK CONCRETE SLAB SLOPE 2.0% 6X6 4/4 MESH _ ' d . . , o Q ' . - V • . o d } . • •. n al ••e a • , • • A ,' 4.. d a• COMPACTED SOIL TO ,MIN. SS% STANDARq PROCTOR MAXIMUM DENSITY PER. ASTM DI551 METHOD D v4LMONT MICROFLECT 5'RIDGE CHANNEL (PART NO. 5501, 8502), op APPROVED EQUAL 'a • � 000p 000 ; : 1: 20\ i ) op000a 0000 O p0 00 p 00 d _0000 0000 0 JO 0 JO 00 �0000 o_A00�0 � � gy\�� ro ° CRUSHED R }CK CONCRETE SL.4 SECTION • .1 1/2"=1I -.0" MOUNT 5RIDGcE CHANNEL TO PIPE: HEAD WITH VALMONT MICRoFLEG T 1-100K BOLT, NUT, t LOCK WASHER ASSEMSELY (PART No- 8881) tllP11111111111■ VALMONT MICROFLECT PIPE NEAR (PORT NO. 8509) OR APPROVED EQUAL VALMONT MICROFLECT ANCHOR -BOLT PIPE COLUMN (PART No. 5I26) /v•• •t •'••••-• 4.7.6 felAfti i X00: CONCRET TM C GROUT ASTM C -1019 MORTAR (TYPE ) CMU (TYPE ) PRISM UBC 21 -17 SHOTCRETE ACI 506 R OTHER ASTM C -780 ASTM C -140 PROJECT NAME 1�+w qa (:)� C�.1 PROJECT NO. \— °�l.N�— V3 °u/08—. REPO TNO. i PAGE (Includes Test Reports) z OF DAIE 1 • t G_ . 1 FIELD DATA BATCH DATA SUPPLIER �l TYPE OF CEMENT --r /'u (' DESIGN MIX NUMBER rf (>f7 WEIGHTS PERYARD ACTUAL TICKET NUMBER 2A C r 44 CEMENT (LBS.) On TRUCK NUMBER \ 4 )l O FLY ASH (LBS.) BATCH SIZE, YD 1 COARSE AGG. (LBS.) V.,-)Fe TOTAL PLACED _ 5 OF YDS COARSE AGG. (LBS.) -3/8i Lotoro WATER ADDED, GALS. COARSE AGG. (LBS.) ALLOWABLE WATER, GALS. FINE AGG. (LBS.) .19 q I DRUM REVOLUTIONS WATER (LBS.) fZ t' O ( 4 (•)•Z z BATCH TIME l lop �' AIR ENTRAINMENT SAMPLE TIME ) - y \ 0 ADMIXTURE NO. 1 FINISH TIME )4 DO ADMIXTURE NO. 2 SAMPLE AND TEST DATA SAMPLE SET \' OF , /� LABORATORY SET # / I.D. # , ) 6 109 J SAMPLE LOCATION: E. C c .„.� �i � ' �+ \ r ...... DESIGN STRENGTH _, J)PSI ©"Q� *TEST DATA • SPECIFIED ACTUAL TEST AGE (DAYS) 1 2-48 7 , B SLUMP (ASTM C -143) Lit" -t , n '2 ' /2 p SPECIMEN (NOJSIZE/TYPE)R4 / t /23 (•-`, ',1 1� AIR CONT. (ASTM C -173/C -231) - --- DATE SAMPLED Q t 0 ( ✓ AMBIENT TEMP °F ""'` l '� DATE RECEIVED C` -• 13 - O SAMPLE TEMP (ASTM C -1064) `�, . CURING CONDITIONS ( > \n o UNIT WEIGHT (ASTM C -138) HIGH/LOW TEMPERATURES YIELD (ASTM C -138) 'Note appropriate test methods If different from those Indicated AGRA ENGINEERING GLOBAL SOLUTIONS 11335 N.E. 122nd Way, Suite 100 Tel (425) 820 -4669 Kirkland, Washington 98034 Fax (425) 821 -3914 4 SAMPLE STORAGE LOCATION AND COMMENTS THIS R • - T I , CONSIDERE ' PRELIMINARY ND SUBJECT TO CHANGE PENDING REVIEW BY OUR PR • JECT MANAGER This report is provided solely for the in • ation of • . client. This report is not intended to be transmitted to a third party by any means, except in full, without written permission of AGRA Earth an nvironmental, Inc. AG19378 (Rev.6/99) ■"u t , q t.I ; � �a - `;fir +�.x,. L 111, p .nN2e3:. z Tnf , �!' 'l u;s,'m.svJa aS4.,fir -.... , .. � d,.i...,.vti z �.. , ,. a.... �'.' cS�rn� � TEST REPORT Attn: RON DOZSA Specimen Type: CONCRETE Mix and Field Data Cast Date: 9/12/01 Placement: N.E. CORNER SLAB. Strength (f'c): Required : 3000 Mix ID: 551020 Supplier: CADMAN Load #: Truck #: 146 Ticket #: 249344 Plant #: Batch Size: 8 YDS Water: - Admixture: Time Batch Time: 13:05 Sample Time: 13:40 Finish Time: 14:00 Test Result Spec ID # ID 11069 A B C D Reviewed By Report of Compression Test Results Client: SPECTRASITE CONSTRUCTION, INC. 5821 1ST AVENUE SOUTH SEATTLE, WA 98121 ASTM -C39 Date Age Date Rec'd Tested (days) 9/13/01 9/19/01 7 9/13/01 10/10/01 28 9/13/01 10/10/01 28 9/13/01 psi @ 28 Days Nominal Specimen Size 4x8x0 4x8x0 4x8x0 Distribution Client: Yes File: Yes Producer: Yes Others: Contractor: Actual Specs. Slump (inches) ASTM C -143: 3.5 4±1 Air Content ( %) ASTM C -231: N/A Unit Weight (pcf) ASTM C -138: N/A Concrete Temp. ( °F): 82 50 -90 Remarks: REFERENCE REPORT #1, SET 1. Actual Area (sq in) Ambient Temp. ( °F): Weather: N/A 12.62 12.60 12.60 Report Date: Project #: Project Name: Project Address: Building Permit: Project Mgr: Architect: Engineer: PO Number: Inspector: LISE EDDY Compressive (lbs) 55190 77210 71320 Break Types -- (Cn) Cone, (CSp) Cone _Split, (CSh) Cone Shear, (Sh) Shear, (Co) Columnar ame0 October 18, 2001 1 -91 M- 13869 -K HWY 99/599 CELL 1 E. MARGINAL WAY S. D01 -214 VLADI BURAKVOSKIY N/A TRK ENGINEER N/A 76 N/A Strength Brk. Type/ '1. of (psi) Cure Req'd 4370 CSP 146% 6130 CSP 204% 5660 CSP 189% HOLD 1= Z 6 J U... U O ' U) • W =.. W O g • � J . u. Vi • Z �' .z W; p W W' 0 Z'• U tn . O ACTIVITY NUMBER D01 -214 DATE: 07 -18 -01 PROJECT NAME: AT & T WIRELESS SITE ADDRESS: 11030 EAST MARGINAL WAY SUITE NO: X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # AFTER Permit Is Issued DEPARTMENTS: Building Division Public Works V 915 A '7 - 3D -1) Complete TUES /THURS ROUTING: Please Route REVIEWER'S INITIALS: V'RROUtE.000 Yrl APPROVALS OR CORRECTIONS: (ten days) Approved PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP Fire Prevention AUX. - -r( Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete Ti Comments: Structural Review Required Approved with Conditions REVIEWER'S INITIALS: CORRECTION DETERMINATION: Approved n Approved with Conditions n REVIEWER'S INITIALS: Planning Division 4 0. 1 2D, Permit Coordinator DUE DATE: 07 -19-01 Not Applicable No further Review Required DATE: DUE DATE 08-16-01 Not Approved (attach comments) DATE: DUE DATE Not Approved (attach comments) DATE: ,*r+rxr rwrrrnnrw�+ w.. �y-».** y.« a.+. m�.«,. �a ....�.vow«�.nr... +a.�,v«w...uv. non, ee.+ m.. v+ aro�sarr�ns. aerw, a./ srtrYxi. H'• .`:79S7,aWKt'M�JA'ikMtVti'rki.� PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER D01 -214 DATE: 07 -18 -01 PROJECT NAME: AT & T WIRELESS SITE ADDRESS: 11030 EAST MARGINAL WAY SUITE NO: X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # AFTER Permit Is Issued DEPARTMENTS: Building Division Public Works Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: TUES /THURS ROUTING: Please Route REVIEWER'S INITIALS: Incomplete Structural Revi Required itz APPROVALS OR CORRECTIONS: (ten days) Approved ri Approved with nditions REVIEWER'S INITIALS: CORRECTION DETERMINATION: Approved n Approved with Conditions REVIEWER'S INITIALS: MOUILDOC :sre Planning Division Permit Coordinator DUE DATE: 07 -19-01 Not Applicable No further Review Required DATE: 7- 11"'z DUE DATE 08 -16-01 Not Approved (attach comments) DATE: 7 1 ` -Z09 o' DUE DATE Not Approved (attach comments) Ti DATE: PERMIT NO.:DO(- 24 BUILDING PERMITS INSPECTIONS ❑ 00001 Progress Inspection Status ❑ 00002 Pre - construction ❑ 00003 Investigation ❑ 00004 OK to Occupy ❑ 00005 Remove Stop Work Order ❑ 00006 Follow -up ❑ 00007 Pre -Move Inspection ❑ 00050 WSEC Residential ❑ 00060 WA Ventilation /Indoor AQC ❑ 00070 NLEA Inspection/Modular Struct ❑ 00071 Mobile Home Tie Down Insp ❑ 00072 Marriage Lines 00090 Resteel ❑ 00095 Footing Drains [00100 Foundation Footings ❑ 00200 Foundation Walls ❑ 00250 Foundation Insulation ❑ 00300 Concrete Slab /Slab Insulation ❑ 00350 Crawl Space ❑ 00400 Shear Wall Nailing ❑ 00450 Plywood Wall Sheathing ❑ 00500 Roof Sheathing Nailing ❑ 00525 Plywood Deck Nailing ❑ 00550 Exterior Wall Sheathing ❑ 00600 Masonry Chimney ❑ 00610 Chimney Installation/All Types ❑ 00700 Framing ❑ 00750 Roof /Ceiling Insulation ❑ 00800 Floor Insulation ❑ 00801 Wall Insulation ❑ 00802 Exterior Roof Insulation ❑ 00803 Glazing Inspection . ❑ 00815 Lighting and Controls ❑ 00900 Suspended Ceiling ❑ 01000 Interior Wallboard Fastening ❑ 01001 Exterior Wallboard Fastening ❑ 01110 Pre -Move Inspection ❑ 01115 Motor Inspection ❑ 01120 Pre -Demo ❑ 01140 Pre - reroof 01400 Final -Fire Qr 01700 Final- Building ❑ 01900 Final - Reroof ❑ 03100 Site Visit ❑ 04000 Special- Concrete ❑ 04001 Special -Bolts in Concrete ❑ 04001 Special - Mom/Resist Cone Frame ❑ 04003 Special -Reinf Steel Prestress ❑ 04004 Special - Welding ❑ 04005 Special- High- Strength Bolting ❑ 04006 Special - Structural Masonry ❑ 04007 Special -Reinf Gypsum Concrete ❑ 04008 Special- Insulating Conc Fill ❑ 04009 Special -Spray Fireproofing ❑ 04010 Special - Piling, Piers, Caissons ❑ 04011 Special - Shotcrete ❑ 04012 Special- Grading, Excav/Fill ❑ 04013 Special- Retaining Wall ❑ 04014 Special -Panels ❑ 04015 Special -Smoke Control System TENANT NAME: a ides( tozuzeii CONDITIONS -- No changes to plans unless approved by Bldg Div ❑ 0010 Special inspection required, notify Bldg Div ❑ 0011 Special inspector shall submit final signed report ❑ 0012 New ceiling grid & light fixture shall meet lateral bracing ❑ 0013 Partition walls attached to ceiling grid ❑ 0014 Readily accessible access to roof mounted equipment ❑ 0015 Engineered truss drawings & calcs shall be on site ❑ 0016 Exposed insulation backing material ❑ 0017 Subgrade preparation including drainage, excavation ❑ 0018 Statement from roofing contractor verifying fire retardant class of roof 0019 All construction to be done in conformance w /approved plans ❑ "No work shall be done in addition to those modifications..." ❑ 0002 Plumbing permits shall be obtained through King Co ❑ 0020 Structural observation shall be provided for this project ❑ 0021 All food preparation establishments must have King Co ❑ 0022 Fire retardant treated wood shall have flame spread of ❑ 0023 Notify Building Division prior to placing any concrete ❑ 0024 All spray applied fireproofing shall be special inspected ❑ 0025 All wood to remain in placed concrete shall be treated ❑ 0026 All structural masonry shall be special inspected la" 0027 Validity of Permit ❑ 0028 Rack storage requires separate permit ❑ Electrical permits obtained through L & I ❑ No occupancy of building until final insp by Bldg Div ❑ Remove all weeds, concrete, stone foundations, flat concrete ❑ 0036 Manufacturers installation instructions required on site ❑ "BTU maximum allowed per 1997 WA State Energy Code" ❑ 0035 Contact PW Div to obtain insp for water /sewer connect ❑ 0038 A C of 0 will be required for this permit ❑ 0039 Final approval for all TI w /in the limits of the SC Mall ❑ 0004 All mechanical work shall be under separate permit ❑ 0040 All construction noise to be in compliance with 8.2 TMC ❑ 9 041 Ventilation is required for all new rooms & spaces 0005 All permits, insp records & approved plans available 0006 All structural concrete shall be special inspected "Applicant shall obtain a separate plumbing permit from King Co" "Anchoring — All new construct and substantial improvement shall be anchored to prevent flotation" 0007 All structural welding shall be done by WABO certified inspector 0008 All high- strength bolting shall be special inspected 0009 Bolts installed in concrete shall be special inspected 0031 Comply with requirements of TMC 16.04 0034 Removal of septic tanks require approval and compliance with King Co Health Dept. "Obtain required inspections from appropriate water & sewer districts" "Fuel burning appliances "Appliances, which generate...." "Water heater shall be anchored...." " Reroof' 0003 0030 0032 Plan Reviewer: Permit Tech: t b Date: 7- ict- Zoo l Date: nos: ;15; .1. iiY.? Y g.c 4: 4; d' s�lil: ��i" v^ lti' S': 5XF+: F�.. k� 'r'�.P�i`a�.'i�.:.i'- •;zi.Z``' ,'»81d�r?i 4 ai ;,:f vv4 n DEPARTMENTS: Building Division Public Works Complete Approved REVIEWER'S INITIALS: WRROUWDOC Srr1 I I I PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER D01 -214 DATE: 07 -18 -01 PROJECT NAME: AT & T WIRELESS SITE ADDRESS: 11030 EAST MARGINAL WAY SUITE NO: Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # AFTER Permit Is Issued n n Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Comments: TUES /THURS ROUTING: Please Route ri Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: (ten days) Approved wit onditions rr� n Planning Division Permit Coordinator DUE DATE: 07 -19-01 Incomplete n Not Applicable No further Review Required DATE: DUE DATE 08-16-01 Not Approved (attach comments) DATE: 7 z 3 n n CORRECTION DETERMINATION: DUE DATE Approved Approved with Conditions I I Not Approved (attach comments) REVIEWER'S INITIALS: DATE: r,,.:,.........•�.a.,.Kw..a•,a� c�wmsttloS�+ U r ACTIVITY NUMBER D01 -214 DATE: 07 -18 -01 PROJECT NAME: AT & T WIRELESS SITE ADDRESS: 11030 EAST MARGINAL WAY SUITE NO: Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # AFTER Permit Is Issued DEPARTMENTS: Building Division Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: Please Route n n TUES /THURS ROUTING: REVIEWER'S INITIALS: 'KROUIIAOC ,FYI PLAN REVIEW /ROUTING SLIP Fire Prevention Structural Incomplete ri Not Applicable Structural Review Required APPROVALS OR CORRECTIONS: (ten days) Approved n Approved ith Condition REVIEWER'S INITIALS: e n n C Planning Division Permit Coordinator DUE DATE: 07-19-01 No further Review Required DUE DATE 08-16 -01 Not Approved (attach comments) DATE: 1'P-/ b n DATE: CORRECTION DETERMINATION: DUE DATE Approved n Approved with Conditions Not Approved (attach comments) REVIEWER'S INITIALS: DATE: in 7.1 z w '. 0 O ■ N p. co ill J F' U3 U_ W ¢ . 0) d . z �. � z F- LL, al U O N 0 E- tu lt. F" u.i z 1_ O z PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER D01 -214 DATE: 07 -18 -01 PROJECT NAME: AT & T WIRELESS SITE ADDRESS: 11030 EAST MARGINAL. WAY SUITE NO: X' Original Plan Submittal. Response to Incomplete Letter # Response to Correction Letter # Revision # AFTER Permit Is Issued DEPARTMENTS: Building Division Public Works n Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete 1 I Comments: Incomplete TUES /THURS ROUTING: Please Route r Struct ral Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: (ten days) Approved Approved J RRQUT(.DQC spn Fire Prevention Approved with Conditions REVIEWER'S INITIALS: j 5 � U CORRECTION DETERMINATION: Approved with Conditions 11 REVIEWER'S INITIALS: Planning Division I I Permit Coordinator DUE DATE: 07 -19-01 Not Applicable n No further Review Required DATE: 7 /Y / DUE DATE 08-16 -01 Not Approved (attach comments) DATE: 7/30/ ` 3tis+ hES , hi.'stu:Y 1 4.7 4 .4 1 44 c:. DUE DATE Not Approved (attach comments) DATE: n • lance ': Due: eed to Enter Contractor Information in Sierra: !(. :;•:;:<::::::: ... n acct..... s on: <> :::: �: : >::�::<::::::: >: »:::: >� >:::::: >:<:;:::: »..: ::. : > . , �' . I n ri { lance ': Due: eed to Enter Contractor Information in Sierra: !(. :;•:;:<::::::: ... n acct..... s on: <> :::: �: : >::�::<::::::: >: »:::: >� >:::::: >:<:;:::: »..: ::. : > . , �' . I n ri { THE FOLLOWING PARTIES HEREBY APPROVE AND ACCEPT THESE DOCUMENTS AND AUTWORRE THE CONTRACTOR TO PROCEED WITH THE CONSTRUCTION DESCRIBED HEREIN. ALL CONSTRUCTION DOCUMENTS ARE SUBJECT TO REVIEW BY THE LOCAL BUILDING DEPARTMENT AND ANY CI- IANGES OR MODIFICATIONS THEY MAY IMPOSE. LANDLORDIOU�NER. DATE. SIGNATURES DATE Phi.. SA I', nd ATET RF ATET SA. ATET PM ATET EOM (optional) 5011'5 SIGNATURE CAN SUPERCEDE ALL OTHER SIGNATURES PRESENT DRAWING INDEX - 1SE- SCisC- T01 - 1SE- SC A01 - 1SE- SC - 18C- 402 1SE- SC1SC- 403 - 1SE -SC - IBC- 404 JSE- SC�BC- RF0I 5E -SC - NBC- RF02 ISE- SC78C- SOI 1SE -SC - 10C- E01 E02 1SE- SC13C- E03 - !SE -SC BC- E04 1SE -SC - 18C- EOS - 1SE- SC 501 COVER SHEET SPECIFICATIONS SITE PLAN COMPOUND LAYOUT SOUTH ELEVATION RF DETAILS RF CABLE LABELING SPECIFICATION STRUCTURAL_ DETAILS SINGLE LINE AND ELECTRICAL SPECIFICATIONS ELECTRICAL SITE PLAN ELECTRICAL D;ETIALS GROUNDING DETAILS I GROUNDING DETAILS !! SURVEY --, 1 ..... ,6, ......... r,,) HWY 99 & HWY 599 ISE -50150 LEGAL DESCRIPTION: REFER TO B01 ASSESSORS' PARCEL NUMBER: 032304 -9051 DIRECTIONS FROM SEATAC AIRPORT: BEGIN AT SEATTLE - TACOMA INTERNATIONAL ON S 110TH ST AND GO EAST FOR 03 MILES. TURN LEFT ON PACIFIC HWY 'S AND GO NORTH FOR 4J MILES. TURN RIGHT ON S '112TH AND GO EAST TO E MAI INAL WAY TURN LEFT ON E MARGINAL WAY S TO 11030 5 MARGINAL WAY S TO SITE ON THE RIGHT.', m r� tip° p �G , , S gpEING A 2 p v AWS SITE 5 112TH S S 113TH ST S 115TH ST S 116TH WAY alk.1,66\1 S 120TH ST S 120TH F'L 4 SS: KEY PLAN N.T_S. NAVD 15.4' CESS RD NAD 2 NAD 83: LAT. 41 °30'12.6119" LAT. 41 °30'120350" LONG_ 122 °11'01.1311" LONG.', 122 °1,1'12.1168 "' PROJECT ADDRESS: 11030 EAST MARGINAL WAY S TUKWILA, WA 98168 SUMMARY DESCRIPTION OF WORK: EXPANSION OF EXISTING COMPOUND AND INSTALLATION OF RADIO CABINETS ON A CONCRETE PAD AND INSTALLATION OF 12 ANTENNAS AT 50' -0" A.GL. ON AN EXISTING 121' -0" MONOPOLE. APPLICANT: ATET' WIRELESS SERVICES INC_ 611 EASTLAKE AVE. E. SEATTLE, WA 981091 ZONING CONTACT: SPENCER CONSULTING 210 33RD STREET EVERETT, WA 95102 CONTACT: DEIDRE CARPENTER PHONE: (425) 258 -1113 PROPERTY OWNER: SPECTRA SITE 100 REGENCY FOREST DRIVE CARY, NC 21511 CONTACT: LINDA PRICE PHONE: (919) 465 -6691 FAX (919) 468 -8522 SURVEYOR: NORTHSTAR LAND SURVEYING P.O. BOX 2139 SNOHOMISH, WA 98291 PHONE : '(360) 862 -9405 CONSULTANT: TR( ENGINEERING LTD. °201 11658 66th Ave_ Surrey, B.C. V3S'1xi. Canada CONTACT- RANDY ,MARKS PHONE: (604) 514 -6432 FAX (604) 514 -6431 TOLL FREE, 1 -811- 345 -4045 EMAIL= mail.trkeng_com ANTENNA MANUFACTURER: SWEDCOM 851 BURLWAY ROAD, SUITE 300 BURLINGAME, CA 94010 PHONE, (650) 348 -1190 FAX: (650) 348 -1261 INTERNET- 'SWEDCOM_COM CODE INFORMATION: ZONING CLASSIFICATION: BUILDING CODE: ELECTRICAL CODE: OVERALL PROPERTY AREA: AWS LEASE AREA: CONSTRUCTION TYPE: MIC /HEAVY INDUSTRIAL 1991 UBC 1959 NEC 159,561 SQ. FT_ 513.9 SQ_ FT_ 11 -N PROPOSED BUILDING OCCUPANCY: 52 (UNMANNED TELEPHONE EQUIPMENT AND ANTENNA) SERAPH • REQUIRED FOR: MECHANICAL ELECTRICAL � LUMBING L/j GAS PIPING CITY OF TUKWILA BUILDING DIVISION JURISDICTION: CITY OF TUKWILA 6300 SOUTHCENTER'BLVD TUKWILA, WA 95155 CONTACT_ NORA BRADSHAW PHONE. (206) 431 -3610 FAX: (206) 431 -2665 POWER: SEATTLE CITY LIGHT TELEPHONE: VER €ZON _E COPY unaerstand that th =Plan Cneck aoarovals am seeiect to errors and omissions and aeproVai of plans does not a3'3Fe Ze the. vitiation of any' adopted cede or ordinance. Receipt of con- tractors copy of approved plans acknowledged. REVIISIONS NO CHANGES SHALL BE MADE TO SCOPE OF WORK WITHOUT PRIOR °3VAL OF TUKWILA BUILDING DIVISION. -: r „ WU REQUIRE A NEW PINT SUBMITTAL _.,.E VE:no nAL PLAN REVIEW, FEES. Z Ill THIS DRAWIIv a IS CopTWl3Fras AND (S THE SOLE PROPER, OF THE O ER- RIS PRODUCED 5O— T FOR LLI.BY'1F OMER AND ITS AI,LRATEE REPRODUCTION OR U. OF THIS DRAWN. AND/OR ilE INFORMATION CONTAINED IN IT RS FORDIDDE N WITHOUT T1- E LURJR@i PERRTS ION OF THE CeNER. I- II W 0 IL 4 6 c0 Li) Z`") c0 IP r- n/ cl) v> E L1I IP c0 6 0 CO tr n Ol 6 m I- Z IY ILl a IY :11 a GENERAL NOTES: I. EXISTING BOUNDARY, TRUE NORTH, AND TOPOGRAPHIC INFORMATION WERE TAKEN FROM A SITE SURVEY PROVIDED BY NORTHSTAR LAND SURVEYING. 2. THIS PROPOSAL IS FOR AN UNMANNED TELECOMMUNICATIONS FACILITY CONSISTING OF OUTDOOR CABINETS AND CELLULAR ANTENNAS ON AN EXISTING MONOPOLE. 3_ THE PROPOSED FACILITY WILL SE UNMANNED AND DOES NOT REQUIRE POTABLE WATER OR SEWER SERVICE. 4. THE PROPOSED FACILITY IS UNMANNED AND IS NOT FOR HUMAN HABITAT. (NO HANDICAP ACCESS IS REQUIRED). 5. OCCUPANCY IS LIMITED TO PERIODIC MAINTENANCE AND INSPECTION, APPROXIMATELY 2 TIMES PER MONTH, BY AT£T WIRELESS TECHNICIANS. 6. NO NOISE, SMOKE, DUST OR ODOR WILL RESULT FROM THIS PROPOSAL 1. OUTDOOR STORAGE AND SOLID WASTE CONTAINERS AR` NOT PROPOSED. a ALL MATERIAL SHALL BE FURNISHED AND WORK SHALL BE PERFORMED N ACCORDANCE WITH THESE DRAWINGS AND TRK CONSTRUCTION SPECIFICATION 0110 -2001 DATED APRIL I, 2001, REVISION 0. N CASE OF A CONFLICT BETWEEN THE CONSTRUCTION SPECIFICATIONS AND THE DRAWINGS, THE DRAWINGS GOVERN. 9. ALL REFERENCES TO SPECIFIC STANDARDS FOR THIS PROPOSAL ARE UNDERSTOOD TO BE THE LATEST VERSION_ 10. THE TENDERER MUST UNDERGO A SITE VISIT TO CAREFULLY EXAMINE AND UNDERSTAND THE SCOPE OF THE WORK REQUIRED BEFORE BID SUBMISSION NO COMPENSATION IN ANY FORM WILL BE PAID FOR EXPENSES RESULTNG- FROM FAILURE TO DO 50. II. 12. 13. 14. 15. 16. Il. THE CONSULTANT RESERVES THE RIGHT TO RELOCATE ANY EQUIPMENT WITHIN 10ft. OF THE LOCATION SPECIFIED ON THESE DRAWINGS PRIOR TO INSTALLATION BY THE CONTRACTOR IF THE SPECIFIED EQUIPMENT CAN NOT BE INSTALLED AS SHOUN ON THESE DRAWINGS, THE CONTRACTOR SHALL PROPOSE AN ALTERNATIVE INSTALLATION FOR APPROVAL BY THE CONSULTANT_ CONTRACTOR IS RESPONSIBLE FOR FIELD MEASUREMENTS TO CONFIRM LENGTHS OF CABLE TRAYS, ELECTRICAL LINES, AND ANTENNA CABLES. ROUTING OF',ALL CONDUITS, CABLES, CABLE TRAY, ETC. IS INDICATED AS PROPOSED LOCATIONS ONLY. CONFIRM TOE EXACT ROUTNG WITH THE ON -SITE CONSTRUCTION MANAGER PRIOR TO THE START OF WORK ALL DAMAGE OR OPENING UP OF THE EXISTING STRUCTURE MUST BE MADE GOOD TO THE PRE- CONSTRUCTION CONDITION OR BETTER. INSPECTION OF COMPLETED WORK IS REQUIRED BEFORE COVERING UP_ PROVIDE MINIMUM 24 HOURS NOTICE TO CONSULTANT_ REMOVE AND CLEAN UP ANY DEBRIS OR MATERIAL FROM THE SITE THROUGHOUT THE DURATION OF THE CONTRACT ON A DAILY BASIS AND UPON COMPLETION OF THE WORK AS DIRECTED SY THE CONSTRUCTION MANAGER 18, OBTAIN AND PAY FOR ALL ELECTRICAL PERMITS AND INSPECTIONS REQUIRED FOR COMPLETION OF WORK AND ACCEPTANCE PROVIDE CERTIFICATES TO TIE CONSTRUCTION MANAGER VERIFYING- THAT THE WORK CONFORMS TO THE REQUIREMENTS OF ALL CODES AND AUTHORITIES HAVING JURISDICTION. 19. PROVIDE AT£T WIRELESS SERVICES (AWE) WITH A WRITTEN WARRANTY, EFFECTIVE FOR ONE YEAR AFTER DATE OF ACCEPTANCE, FOR THE COMPLETE INSTALLATION. REPAIR OR REPLACE ANY DEFECTS ARISING DURING THIS PERIOD AT NO EXTRA COST TO AWS_ 20. NO DEVIATIONS FROM DESIGN SHOWN ON THESE DRAWING -5 15 ALLOWED, WITHOUT WRITTEN APPROVAL FROM THE CONSULTANT. FAILURE TO OBSERVE THIS RULE MAYRESULT IN CONTRACTOR CORRECTING THE INSTALLATION AT THEIR EXPENSE. 2L THE EXISTING MONOPOLE HAS SEEN ANALYZED BY SPECTRASITE AND IS CAPABLE OF SUPPORTING THE ADDITIONAL ANTENNA LOAD. 22. PROVIDE. SUPPORTS FOR THE ANTENNA CABLES TO THE ELEVATION OF ALL INITIAL AND FUTURE ANTENNAS. ANTENNA GABLES ARE TO BE SUPPORTED AND RESTRAINED AT THE CENTERS SUITABLE TO THE MANUFACTURER'S REQUIREMENTS. DESIGN CRITERIA: I. THE STRUCTURAL DESIGN OF THIS BUILDING IS IN ACCORDANCE WITH THE UNIFORM BUILDING CODE 1991. 2. DESIGN LOADS: DESIGN DATA FOR TUKWILA, WA: -ROOF SNOW LOAD 25 psf - SHELTER FLOOR LIVE LOAD 125 psf -BASIC WIND SPEED 80.0 mph -WND EXPOSURE C - SEISMIC ZONE 3 CONCRETE NOTES: 1. ALL CONCRETE CONSTRUCTION SHALL BE IN ACCORDANCE WITH ACI -318. 2_ CONCRETE SHALL BE MIXED, PROPORTIONED, CONVEYED AND PLACED IN ACCORDANCE WITH UBC 1991 SECTION 1905 AND ACT 301. STRENGTHS AT 28 DAYS AND MIX CRITERIA SHALL BE AS FOLLOWS. TYPE OF CONSTRUCTION 28 DAY STRENGTHS W/C MINIMUM CEMENT (F'c) RATIO CONTENT PER CUBIC YARD A. SLABS ON GRADE TOPPING SLABS SLABS ON METAL DECK STAIR LANDINGS AND TREADS B. ALL STRUCTURAL CONCRETE EXCEPT WALLS 3,000 PSI < . 45 4,000 PSI < . 45 C. CONCRETE WALLS 4,000 PSI 5 .45 5 1/2 SACKS CEMENT SHALL BE ASTM 0150, PORTLAND CEMENT TYPE II UN.O. 3. THE GENERAL CONTRACTOR SHALL SUPERVISE AND BE RESPONSIBLE. FOR THE METHODS AND PROCEDURES OF. CONCRETE. PLACEMENT. 4. ALL CONCRETE WITH SURFACES EXPOSED TO STANDING WATER SHALL EE AIR - ENTRAINED WITH AN AIR- ENTRAINING AGENT CONFORMING TO ASTM. C260, 0494, 0618, 0989 AND C1011. TOTAL AIR CONTENT SHALL BE IN ACCORDANCE WITH TABLES, I9 -A -I OF THE UBC 1991. 5. REINFORCING STEEL. SHALL CONFORM TO AWN A615 (INCLUDING SUPPLEMENT SV, GRADE 60, f =50000 PSI I EXCEPTIONS, BARS SPECIFICALLY 50 NOTED ON THE DRAWINGS SHALL SE GRADE'. 40, fy = .40000 PSI. GRADE 50 REINFORCING WARS INDICATED, ON, DRAWINGS TO BE WELDED SHALL CONFORM TO. ASTM A106. REINFORCING COMPLYING WITH ASTM ASIS(SI) MAY BE WELDED ONLY IF MATERIAL PROPERTY REPORTS INDICATING CONFORMANCE WITH'WELDING PROCEDURES SPECIFIED IN AWS. 014. ARE SUBMITTED. 6. REINFORCING STEEL SHALL BE DETAILED (INCLUDING HOOKS AND BENDS) IN ACCORDANCE WITH ACI 315 AND 31K1. LAP ALL CONTINUOUS REINFORCEMENT AT LEAST 30 BAR DIAMETERS OR A MINIMUM OF 2' -0 ". PROVIDE CORNER'BARS AT ALL WALL AND FOOTING INTERSECTIONS. LAP CORNER BARS AT LEAST 30 BAR DIAMETERS OR A MNIMMUM OF 2' -0" LAP ADJACENT MATS OF WELDED WIRE FABRIC A. MINIMUM OF 8" AT SIDES AND ENDS 1. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A -185. 8. SPIRAL REINFORCEMENT SHALL BE PLAIN WIRE CONFORMING TO ASTM A615, GRADE 60, Fy =60000 PSI. S. NO BARS PARTIALLY EMBEDDED N HARDENED CONCRETE SHALL WE FIELD BENT UNLESS SPECIFICALLY SO DETAILED OR APPROVED SY THE CONSULTANT. 10. CONCRETE PROTECTION (COVER) FOR REINFORCING STEEL SHALL BE AS FOLLOWS, Il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y 36 K5I A5111 A512, Fy 50 KSI ASTM A53, Fy 35 KSI ASTM A500, Fy 46 KS! ASTM A301 ASTM A325 -X 4. ALL MATERIAL TO BE HOT DIPPED GALVANIZED AFTER FABRICATION PER Al23/Al23M -00. 5. ALL WELDING SHALL, BE IN CONFORMANCE WITH AJS.G -AND AWS STANDARDS AND SHALL BE PERFORMED BY W,ABO..CERTIFIEDUELDERS USING 510 XX ELECTRODES. ONLY PREQUALFIED WELDS (AS DEFINED BY AWS) SHALL'. BE USED. UELDNG OF GRADE 60 REINFORCING BARS (IF REQUIRED) SHALL BE PERFORMED USING LOW HYDROGEN ELECTRODES_ WELDING OF GRADE 40 REINFORCING BARS CIF REQUIRED) SHALL BE PERFORMED. USING E10. XX ELECTRODES.. MELDING WITHIN. 4" OF COLD BENDS IN REINFORCING STEEL IS NOT PERMITTED. SEE REINFORCING NOTE FOR MATERIAL REQUIREMENTS OF WELDED BARS. COLD - FORMED STEEL FREEING MISERS. SHALL BE OF THE SHAPE, SIZE, AND GAGE SHOWN ON THE PLANS. PROVIDE MINIMUM SECTION PROPERTIES INDICATED. ALL COLD - FORMED STEEL FRAMING SHALL CONFORM TO THE A.IS.S. "SPECIFICATION FOR THE DESBN OF COLD - FORTED STEEL STRUCTURAL MEMBERS. ". BOLTED CONNECTIONS SHALL USE BEARING. TYPE ASTM A325 BOLTS (3/4" DIA.) AND SHALL HAVE A MINIMUM OF TWO BOLTS UNLESS NOTED '.,OTHERWISE. _NON- STRUCTURAL CONNECTIONS FOR STEEL ( GRATING- MAY USE 5/8" DIA. ASTM A301 BOLTS UNLESS NOTED OTHERWISE 9. ALL STEEL WORK SHALL BE PAINTED N ACCORDANCE WITH THE DESIGN £ CONSTRUCTION'. SPECIFICATION AND IN ACCORDANCE WITH ASTM 435 UNLESS NOTED OTHERWISE. 10: ALL WELDS TO BE 1/4 FILLET UNLESS NOTED OTHERWISE II. TOUCH UP ALL FIELD DRILLING AND WELDING WITH 2 COATS OF GALVACON (ZINC RICH PAINT) OR APPROVED EQUAL CONCRETE BLOCK WALLS SHALL BE CONSTRUCTED OF SOUNDBLOX TYPE RSC 5" BLOCKS IN COMBINATION WITH GRADE N, I TITS 1 STANDARD UNITS USE STANDARD UNITS FOR ALL GROUTED BLOCKS_ 2. CONCRETE BLOCK WALLS SHALL BE N CONFORMANCE WITH AS111 C90, LAID IN A RUNNING BOND. MORTAR SHALL BE 1 TEE '5' PER TABLE 21 -A OF THE UBC WITH. MINIMUM COMPRESSIVE CUBE STRENGTH OF 2000 PSI_ GROUT SHALL CONFORM TO. UBC REQUIREMENTS AND ATTAIN A E NIM UM COMPRESSIVE STRENGTH OF 2600 PSI AT 28 DAYS_ DESIGN Fm =2000 PSI. PRISM TESTING IS REQUIRED IN ACCORDANCE WITH UBC SECTION 21053. 3. THE BLOCKS NEED TO BE SEALED N ACCORDANCE WITH AC JSTICAL REPORT PREPARED BY SRC ACOUSTICS. 4. PROVIDE "9 AS.WG. GALVANIZED K -WEB REINFORCIN G EVERY COURSE_ REINFORCEMENT LAPS: •4 2 ._6" E 3, -0, 5. COMPOUND SURFACING GENERAL NOTES: I. REMOVE UNSUITABLE OR DELETERIOUS MATERIAL TO A DEPTH 4" BELOW FINISHED GRADE. COMPACT UNDERLYING SOIL TO 90% OF MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D 1551. REPLACE REMOVED SOIL WITH 8" LIFTS OF GRANULAR "B" AND COMPACT TO MIN. 55% OF MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH. ASTM D 1551 METHOD. D. REVIEW WITH PROJECT MANAGER AND GEOTECH PRIOR TO CONSTRUCTION 2. PROVIDE DEWITT PRO -S (5 MIL) WEED BARRIER UNDER WASHED CRUSHED STONE COMPOUND UNLESS NOTED OTHERWISE. 3. BRING COMPOUND UP TO FINISHED GRADE USING 3/4" WASHED CRUSHED STONE WITH NO FINES. COMPOUND SHALL BE GRADED AT 2.0% THROUGHOUT. ENSURE POSITIVE DRAINAGE OFF COMPOUND AND ADJACENT PROPERTY. 4. SUB -BASE COURSE OF GRANULAR "B" MATERIAL SHALL CONSIST OF WELL GRADED SAND AND GRAVEL WITH -NOT MORE THAN 8% PASSING THROUGH "200 SIEVE WITH. NOT LESS THAN 35% RETAINED ON A "4 SIEVE. CONTRACTOR TO SUPPLY GRADATION FOR REVIEW PRIOR TO PLACEMENT. 5. BASE COURSE OF GRANULAR "A" MATERIAL SHALL CONSIST OF 3/4" CRUSHED SAND AND GRAVEL (ROAD MULCH) WITH NOT MORE THAN 8% PASSING THROUGH "200 SIEVE. CONTRACTOR TO SUPPLY GRADATION FOR REVIEW PRIOR TO PLACEMENT. CNAINLINK FENCING NOTES: I. GATE POST, CORNER END OR PULL POST 3 -I/8" NOMINAL (3.5" OD.) SCHEDULE 40 XS PIPE, FOR GATE WIDTHS UP TO 5' OR 12' FOR DOUBLE SWING GATE PER ASTM- FI083. 2. LINE POST: 2" (2 3/5" OD) 345 LBS /LIN FT. ASTM-F1083. 3. TOP RAIL AND BRACE RAIL I I/2" (1.5" OD) PIPE. 2.12 LBS/LIN FT. ASTM-F1083. INSTALL BRACE AT ALL CORNER LOCATIONS I ADJACENT TO GATES. 4. GATE FRAME: 110" (1.5" OD.) 2.12 LBS/LIN FT. ASTM-F1083. FABRIC SHALL BE TWO -INCH CNAINLINK MESH NO. a GAUGE (0.148 ") WIRE. THE FABRIC SHALL. HAVE A KNUCKLED FINISH FOR THE TOP SELVAGES. FABRIC SHALL CONFORM TO ASTM A -352 CLASS I. 6. TIE WIRE: MINIMUM. II Ga.. GALVANIZED STEEL-. PROVIDE A SINGLE WRAP OF FABRIC TIE AT POSTS, RAILS, AND AT TENSION WIRE! BY HOG RINGS. MAXIMUM SPACING. 24" O /C: 1. TENSION WIRE: MINIMUM 1 Ga. GALVANIZED STEEL S. BARBED WIRE: DOUBLE STRAND 12,. Ga_ III OD. TWISTED WIRE TO MATCH W/ FABRIC, 14 Ga. 4PT. BARBS SPACED ON APPROX. 5" CENTERS. 9. BARBED WIRE. GATE GUARDS SHALL BE FITTED WITH DOME CAPS_ 10. BARBED WIRE SUPPORT ARMS SHALL. BE PRESSED STEEL COMPLETE WITH SET BOLT AND LOCK WIRE. IN THE ARM_ II. PROVIDE TWO. 6 FOOT WIDE OUT SWINGING GATES (UNLESS NOTED OTHERWISE) NO PERSONNELS. GATES ARE REQUIRED (UNLESS AS DIRECTED BY THE CONSTRUCTION MANAGER): GATES SHALL BE. ABLE. TO LOCK. 12. GATE POSTS SHALL BE EXTENDED 12 INCHES, INCLUDING DOME CAP, TO PROVIDE FOR ATTACHMENT OF BARBED WIRE_ 13. GATE FRAMES SHALL HAVE. A FULL - HEIGHT VERTICAL BRACE, AND A FULL-WIDTH HORIZONTAL BRACE, SECURED IN PLACE BY USE OF GATE BRACE CLAMPS. 14. GATE HINGES SHALL BE MERCHANTS. METAL MODEL 64386 HINGE ADAPTER WITH MODEL 5409, 180- DEGREE ATTACI -IMENT OR APPROVED EQUAL 15_ GATE LATCH, 1 3/8" OD. PLUNGER ROD W/ MUSHROOM TYPE CATCH. 15. A S - INCH BY 1/2 -INCH DIAMETER EYEBOLT TO HOLD TENSION WIRE SHALL BE PLACED AT LINE POSTS. R. STRETCHER BARS SHALL BE 3/16 -INCH OR HAVE EQUIVALENT CROSS - SECTIONAL AREA. I8. ALL POSTS EXCEPT GATE POSTS SHALL HAVE A. COMBINATION CAP AND BARBED. WIRE SUPPORTING. ARM. IS. ALL CAPS SHALL BE MALLEABLE IRON, DOME OR ACORN SHAPED AS REQUIRED BY PIPE SIZE. 20. OTHER HARDWARE MAY INCLUDE BUT NOT BE LIMITED TO TIE CLIPS, BAND CLIPS AND TENSION BAND CLIPS. 21. WHERE THE USE OF CONCERTINA HAS BEEN SPECIFIED, 24 -INCH DIAMETERS COIL. BARBED TAPE, STAINLESS STEEL, CYCLONE FENCE MODEL GOP TO TYPE III SHALL BE FURNISHED_ IT SHALL BE SUPPORTED ABOVE THE TOP RAIL BY USE OF SIX (6) BARBED WIRE ARMS POSITIONED ATOP EACH LINE /CORNER POST. 22. UNLESS NOTED OTHERWISE, ALL CHAINLNK FENCING COMPONENTS MUST BE HOT DIPPED GALVANIZED_ 23 . LIOUD SLATS To AE (N57A pct _ Tf{/N7'Ep EXIS aN /G>7 /NG 5 i¢/r)& PERM,: C,TER THIS ORAIIING- 0 COPTRIC..0 MP f5 TFE 5C4-= PROPER, OF THE 0111 tT . FRODUC ALc -Y FOR L`5E 6Y R-E OWNER AND Ff5 4,2.1E5- REFFWIC•i ICK OFe (lax CF iH(5 DRAWING- ANDAOR THE RFORTATICN O{NTA nas Ri IT 15 FORESIDD. uuT.:XIT T,e WRITTEN FP-R. '455rON CF THE OMER- 1 U Q n E m eft U A01 0 O DRAWING TITLE; SITE PLAN - PRAWN. BY; CD BY: DATE: L.C, I N K' REM. MAR 212001 CAD FILE: I i RK FRJ. NO, IBCALE: 0110 -04A02 0110 -04 4 6 NOTED G T 7 T ,QA PROJECT: -iSE- SC-ISC kW'( 99 4 E-IUJY 5 99 11030 EAST MARGINAL WA` TUKUJILA, WA 98108 8415221N0ION 0ITE CODE - 15E 8C'I2:C 0E0, NO, 402 \� \\ CLIENT: AIM VINNNW ■. Wireless Services 617 Eastlake Avenue E. Seattle, WA 98109 - _ - - NBB_09'OD "W CONSULTANT: "701 - -11688 - 66th, Ave. Barmy, BA, V30 1X1, Canada TEL: (604) 6144432 FAX: (604) 614.6431 TOLL FREE: 1. 811. 946.4046 EMAIL1 mallatrkan9apm EDGE OF ASPHALT 180UED POR GONOTRUGTION N ___ - -_ - _ - _36359 __ _ __1._- A ;m-- --------------- i �A �mA D ( l A DE5CRI PT ION V' m E 0 ail m z m 1> r z O m ! DRAWING TITLE; COMPOUND LAYOUT RAWN EY: CH'K'D — DATE, R.M. B. MAR 21 2001 — I CAD FILEs I TRK PR./. NO. I SCALE■ 1 0110-04403 0110-04 AS NOTED FROJECT: ISE-SC HWY ee 4 HW( `B'3 H030 EAST MARGINAL WAY TUKWILA, WA 981&E3 SUBDIVISION SITE CODE SEO NO, 1SS ec 403 CL !ENT: ■•1111.11 ATM. MI ■•••I Wireless Services 617 Eastlake Avenue E. Seattle, WA 98109 CONSULTANT: 11SS t " ENGINEERING EMAIL. mailstrksne.com 6 S.Sh. Ava. Surrey, 0,C. VSS Canacls TEL.. (60.4)S14-6.4S2 PAX. (1424J S TOLL FREE. 1.011.547.404S ISSUEP FOR CONSTRUCTION ISSUED POR REYISW DESCRIPTION ROM IRESM 51' ARR. 04/01 MAM 21/01 DATE • L UIN6 TITLE: SOUTH ELEVATION - PRAWN 6Y. CHKD BY: DATE: ' L.C. I RBM. ,MAR 21 2001 L C AP FILE: TM( PRJ, NO. SCALE: 0110 -04A04 0110 -04. I AS NOTED SUBDIVISION BITE CODE 6E0, NO, 1SE SC1SC 404 PROJECT: I SE _Sc-18c ✓-IWY 99 4 HWY 599 11030 EAST MARGINAL IUAY TUKUUILA, WA 98165 CLIENT: o.11//b. Wireless Services 617 Eastlake Avenue E. Seattle, WA 98109 CONSULTANT: "201 - 11699 • 66th. Ave. energy, B.C. Y39 1XI, Carewa TEL: !6047 5144:432 FAX: 16047 -6421 TOLL FREE: 1911445.4045 ENGINEERING EMAIL:.11. rkergsam A RE:Y. IBBUEP FOR CONSTRUCTION MOP FOR REYIEW DESCRIPTION RBM RZIM Err APR, 04,01 MAR 210 DATE 22 0 2 6 SECTOR ANTENNA TYPE QUANTITY DOWN TILT AZIMUTH RAD CENTER ANNA CABLE TYPE ANTENNA CABLE LENGTH (APPROX..) ALPHA SC 9012 -DIN 2 0 60' 80 - 0" 1 /S" 95'-0 " BETA SC 9012 -DIN 2 0' 180' 80' -0" 1 /5" 95' -0" GAMMA SC 9014 -DIN FUTURE 0 300' S0 - 0" 1/8" 95'-0" - GIPS FUTURE - - FUTURE 12" FUTURE ANTENNA GGR4DII NOMINAL SIZED. ACTUAL SIZE DIAMETER DIAMETER LDP RADIUS 3/S" 1/2" 2 3 3/4" 1/2" 5 /5", 1/8" I" 5 10" 11/4" 112" 6 15" 15/5" 2" l 20" 2 I/4" 2 3/8" 12 24" BETA SECTOR AZIMUTH 180° 154 Rx SC 9012 -DO B3 Rx FUTURE 02 Tx/Rx FUTURE 01 Tx/Rx SC 9012-DIN O ANTENNA SPECIFICATIONS NTS CI C2 Tx/Rx I I Tx/Rx FUTURE FUTURE MODEL •: SC 9012 -DIN MANUFACTURER: 5WEDCOi1 MOUNTING BRACKET: INCLUDED LENGTH: 43" WIDTH: 65" DEPTH: S" WEIGHT: 20103. GAMMA SECTOR AZIMUTH 300° 1 1 C3 Rx FUTURE A4 Rx SC 9012 -DIN C4 Rx FUTURE Th 43 Rx FUTURE PLAN VIEW OF STANDARD ANTENNA °POSITIONS AND IDENTIFICATIONS A2 Tx/pc FUTURE Al Tx/1, SC 9012 -DIN ALPHA SECTOR FUTURE AZIMUTH &0° 221213 WEATHERPROOF KIT 241055 -1 GROUNDING KIT, LOCATED AT BOTTOM OF VERTICAL ANTENNA RAN ANTENNA (TTP.) DIN- FEMALE TERMINATION 221213 WEATHERPROOF KIT DM -MALE F4- 0011D11-3„ 12" SUPERFLE0 DM -MALE 221213 1104THERPROOF KIT L5PDF -RC DIN FEMALE CONNECTION LDF5 -50A, 1 /5" CO - AX 221213 UEATHERPROOF KIT 241055 -1 GROUNDING KIT, LOCATED BELOW ANTENNA BOOM LDF5 -50A, 1/S" CO - AX 05J -50E, I2" SUPERFLEX 15PDF -RC DIN - FEMALE LDF5 -504, 1 /5" CO - AX F4PDM DIN-MALE 221213 WEATHERPROOF KIT 0 WAVEGUI1 IE SCHEMATIC 1 /S" COAX NT5 COMMUNICATION SPECIFICATION I. A PROFESSIONAL CONSULTING SERVICE SHALL BE UTILIZED TO PROVIDE A CERTIFIED ANTENNA ALIGNMENT REPORT TO AWS. 31415 SERVICE SHALL BE INCLUDED IN THE TENDER PRICE. 2. ALL JUMPER CABLES TO THE EQUIPMENT CABINETS MUST BE OF PROPER LENGTH WITH LESS THAN 6" SLACK IF JUMPER INSTALLATION MUST BE PERFORMED PRIOR TO EQUIPMENT INSTALLATION, THE CONTRACTOR MUST ENSURE THAT THEY ARE CUT TO APPROPRIATE LENGTH AND PROTECTED UNTIL EQUIPMENT IS INSTALLED. 3. ONLY QUALIFIED PERSONNEL HAVING COMPLETED AN ANDREWS CONNECTOR COURSE SHALL COMPLETE THE INSTALLATION OF CONNECTORS, GROUND KITS, AND WEATHERPROOFING KITS. PROOF OF CERTIFICATION OF PERSONNEL MAY BE REQUESTED AT SITE BY CONSTRUCTION MANAGER OR ENGINEER FAILURE TO PRODUCE MAY REQUIRE A CHANGE OF PERSONNEL TO A QUALIFIED PERSON. 4. SNAP -IN HANGERS USED FOR 1 /5" ANDREWS CABLE SHALL BE ANDREWS SNAP -IN HANGERS. SNAP -IN HANGERS USED FOR I I/4" AND 15/S" ANDREWS CABLE MAY ANDREWS SNAP -IN HANGERS OR EQUIVALENT HANGERS FROM ANOTHER VENDOR 5. HOISTING GRIPS USED FOR 1/5 ", 1 1/4" AND 15 /S" ANDREWS CABLE MAY BE ANDREWS OR EQUIVALENT HOISTING GRIPS FROM ANOTHER VENDOR. FOR I 5/5" ANDREWS CABLE, A STAINLESS STEEL HOSE CLAMP MUST BE INSTALLED WITH THE HOISTING GRIP. S. UTILIZE THE FOLLOWING TABLE TO DETERMINE THE MINIMUM BENDING RADIUS FOR INSTALLATION OF ANTENNA CABLES. F4PDM DIN - MALE 'D fr 2/14 MACROCELL CABINET )ATEO: EXPIRY 07 ,13 -02 APR 12 nut THUS DRdWING-15 COPT -73S AND 15 i FF 55.= PROSY TilE OJA.2. IT (S PR 7UCED SOLE,' T . w`m - 2 AND ITS 4e,LTAT c5_ C=PROIX>CVON OR USE OF 745 DRAWN. AND /OR THE IPF01214 - 11C14 C AAE3 IT. 15 FORBIDDEN 197110, THE WFaTTEM PERMISSION CF TAE CtINEF2 ui 9 4 a 0 CD 0 a a U � m 5 a U r s 1rz" RF CABLE CODING CHART 1 =1 SECTOR ALPHA CABLE I (Al) CABLE 2 (A2) GABLE 3 (A3) CABLE 4 (A4) CABLE 5 (A5) CABLE 6 (A6) SECTOR BETA CABLE I (Bu CABLE 2 (B2) CABLE 3 ( 3) CABLE 4 (B4) GABLE 5 (B5) CABLE 6 (B6) SECTOR GAMMA CABLE I (CI) CABLE 2 (C2) GABLE 3 (G3) CABLE 4 (C4) CABLE 5 (C5) CABLE 6. (C6) SECTOR DELTA CABLE 1 (DI) CABLE 2 (D2) CABLE 3 (D3) CABLE 4 (D4) CABLE 5 (D5) CABLE 6 (D6) COLOR CODE ONE RED TWO RED THREE RED FOUR RED FIVE R£D SIX RED COLOR CODE ONE BLUE TWO BLUE THREE BLUE FOUR BLUE FIVE BLUE SIX BLUE COLOR CODE ONE GREEN TWO GREEN THREE GREEN FOUR GREEN FIVE GREEN SIX GREEN COLOR CODE ONE YELLOW TWO YELLOW THREE YELLOW FOUR YELLOW FIVE YELLOW SIX YELLOW THRU A6 BETA ALPHA RF AS REQUIRED AS REQUIRED ANTENNA SECTOR 4 CABLE' DEFINITION NTS GAMMA RF CABLES CI THRU C6 AS REQUIRED C1 Bi Al C 8" MARKING I L TAPE DETAIL NTS' a wV4 LABELING SPECIFICATIONS I. ALL RF CABLES SHALL BE IDENTIFIED WITH MARKING- TAPES AND METAL ID TAGS AT THE FOLLOWING TWO LOCATIONS= - FIRST LOCATION IS AT THE END OF THE MAIN COAX RUN WHERE THE COAXIAL CABLE AND JUMPER TO THE ANTENNA ARE CONNECTED. SECOND LOCATION IS AT THE CABLE ENTRY ON THE MACROCELL_ 2. ALL RF CABLES SHALL BE IDENTIFIED WITH MARKING TAPE BY SECTOR AND CABLE NUMBER AS PER RF CABLE COLOR CODE GIVEN ON THIS DRAWING_ 3. ALL MARKING TAPES SHALL BE IN ACCORDANCE WITH NEMA COLORED TAPES - BLUE, GREEN, RED, YELLOW. 4. METAL ID TAGS SHALL BE MADE OF 2mm THICK STAINLESS STEEL OR BRASS AND STAMPED WITH "SECTOR', "CABLE NUMBER" AND ATNT IDENTIFICATION MARKING "ATTWS ". TAGS SHALL BE ATTACHED TO RF CABLES WITH UV RESISTANT CABLE TIES. PROVIDE ONE COMPLETED COPY AND TWO BLANK COPIES OF RF CABLE CODING CHART. E. IF A FOURTH SECTOR IS USED, NAME IT AS DELTA. 5. 0 Sector A Cable 1 ATTWS RF CABLE (METAL ID TAG NTS EXPIRY 07 -13 -02 DATED: APR 12 2001 T415 OR.NIIR. 4: TI-E aIFE.F_ rre PROOUCE0 Fat El. BY Tr-E QifER ALV6 1 S br,. IJAT Ii ON ae U� a = TwS owsuur..,>NII ,-V- NFOR1AT CONTAINEZ, rts r wrearce`..rn,arr rue WR7703 rf SRMIS:Iav' s r.E curiae_ S 8 1 Q o E 0 z w C1 z O f- 0 U) 1111 u[ 1 RF Gable Coding Chart 1 SECTOR ALPHA 1RED I I I I - -2RED I II - 3 RED I II II - 4RED I II II II - 5RED 1 II II II I II -6RED I II II iI II I II SECTOR BETA - 1 BLUE I I I I I I - 2 BLUE I II -3BLUE I II II - 4 BLUE I II II II - 5 BLUE I II II II II - 6 BLUE I Il II II II I II SECTOR GAMMA - I GREEN I I I I 1 I 1 - 2 GREEN I 11 - 3 GREEN 1 II II - 4 GREEN I II II II - 5 GREEN I II II II II - 6 GREEN I II II II - 1I SECTOR DELTA - 1 YELLOW I I I I I1 I I I - 2 YELLOW I II - 3 YELLOW I II u - 4 YELLOW I II II - 5 YELLOW I II II II II II - 6 YELLOW I II II II II II s 1rz" RF CABLE CODING CHART 1 =1 SECTOR ALPHA CABLE I (Al) CABLE 2 (A2) GABLE 3 (A3) CABLE 4 (A4) CABLE 5 (A5) CABLE 6 (A6) SECTOR BETA CABLE I (Bu CABLE 2 (B2) CABLE 3 ( 3) CABLE 4 (B4) GABLE 5 (B5) CABLE 6 (B6) SECTOR GAMMA CABLE I (CI) CABLE 2 (C2) GABLE 3 (G3) CABLE 4 (C4) CABLE 5 (C5) CABLE 6. (C6) SECTOR DELTA CABLE 1 (DI) CABLE 2 (D2) CABLE 3 (D3) CABLE 4 (D4) CABLE 5 (D5) CABLE 6 (D6) COLOR CODE ONE RED TWO RED THREE RED FOUR RED FIVE R£D SIX RED COLOR CODE ONE BLUE TWO BLUE THREE BLUE FOUR BLUE FIVE BLUE SIX BLUE COLOR CODE ONE GREEN TWO GREEN THREE GREEN FOUR GREEN FIVE GREEN SIX GREEN COLOR CODE ONE YELLOW TWO YELLOW THREE YELLOW FOUR YELLOW FIVE YELLOW SIX YELLOW THRU A6 BETA ALPHA RF AS REQUIRED AS REQUIRED ANTENNA SECTOR 4 CABLE' DEFINITION NTS GAMMA RF CABLES CI THRU C6 AS REQUIRED C1 Bi Al C 8" MARKING I L TAPE DETAIL NTS' a wV4 LABELING SPECIFICATIONS I. ALL RF CABLES SHALL BE IDENTIFIED WITH MARKING- TAPES AND METAL ID TAGS AT THE FOLLOWING TWO LOCATIONS= - FIRST LOCATION IS AT THE END OF THE MAIN COAX RUN WHERE THE COAXIAL CABLE AND JUMPER TO THE ANTENNA ARE CONNECTED. SECOND LOCATION IS AT THE CABLE ENTRY ON THE MACROCELL_ 2. ALL RF CABLES SHALL BE IDENTIFIED WITH MARKING TAPE BY SECTOR AND CABLE NUMBER AS PER RF CABLE COLOR CODE GIVEN ON THIS DRAWING_ 3. ALL MARKING TAPES SHALL BE IN ACCORDANCE WITH NEMA COLORED TAPES - BLUE, GREEN, RED, YELLOW. 4. METAL ID TAGS SHALL BE MADE OF 2mm THICK STAINLESS STEEL OR BRASS AND STAMPED WITH "SECTOR', "CABLE NUMBER" AND ATNT IDENTIFICATION MARKING "ATTWS ". TAGS SHALL BE ATTACHED TO RF CABLES WITH UV RESISTANT CABLE TIES. PROVIDE ONE COMPLETED COPY AND TWO BLANK COPIES OF RF CABLE CODING CHART. E. IF A FOURTH SECTOR IS USED, NAME IT AS DELTA. 5. 0 Sector A Cable 1 ATTWS RF CABLE (METAL ID TAG NTS EXPIRY 07 -13 -02 DATED: APR 12 2001 T415 OR.NIIR. 4: TI-E aIFE.F_ rre PROOUCE0 Fat El. BY Tr-E QifER ALV6 1 S br,. IJAT Ii ON ae U� a = TwS owsuur..,>NII ,-V- NFOR1AT CONTAINEZ, rts r wrearce`..rn,arr rue WR7703 rf SRMIS:Iav' s r.E curiae_ S 8 1 Q o E 0 z w C1 z O f- 0 U) 1111 u[ 8' -0" I' -6" AWS MACROCELL AWS MACROCELL FUTURE AWS NOKIA EQUIPMENT 12' -0" v TRANSFORMER PAD PROVIDE 3/4" COMPRESSIBLE FILLER MATERIAL BETWEEN CONCRETE PADS TRANSFORMER, 1 EFER TO ELECTRICAL DRAWING -S 2' -3 1/8' 0 EQUIPMENT SLAB PLAN EXISTING MONOPOLE FOUNDATION VALMONT MICROFLECT CORNER FILLER (PART NO. 8505) OR APPROVED EQUAL RESURFACE ALL DISTURBED ASPHALT TO MATCH EXISTING-, EDGE OF NEW CONCRETE SLAB / V 1 VALMONT MICROFLECT BRIDGE CHANNEL (PART NO. 5501, 5502) OR APPROVED EQUAL EXISTING 121' -0" MONOPOLE SAUJCUT AND REMOVE ENOUGH ASPHALT AROUND PROPOSED LOCATION FOR CONCRETE AND GROUNDING, REPLACE WITH NEW ASPHALT PARTIAL EAST ELEVATION AWS MACROCELL 10" MINIMUM BEND RADIUS, TYP. AWS MACROCELL ANTENNA CABLE, TYP. g i477. NOTE TO CODE OFFICAL, PAD 15 FOR EQUIPMENT ONLY (NO BUILDINGS) ASPHALT "4 CONTINUOUS (TYP. OF 2) 1._ COMPACTED SOIL TO MIN. 95% STANDARD PROCTOR MAXIMUM DENSITY PER 4STM 01551 METHOD D VALMONT MICROFLECT BRIDGE CHANNEL (PART NO. 13501, 0502) OR APPROVED E. -4AL VALMONT MICROFLECT COAX BLOCK (PART NO. 131160).0/2 VALMONT MICROFLECT HARDWARE KIT (PART NO. 131165) OR APPROVED EQUAL VALMONT MICROFLECT PIPE COLUMN BASE PLATTE, FASTEN USING 2- I -IILTI KBII 5/8" x 4.3/4" DRIP LOOPS TO BE MIN. 9" AND MAX 12" 10" MINIMUM BEND RADIUS PROVIDE 3/4" CHAMR 6" THICK CONCRETE SLAB SLOPE 20% �. 6X6 4/4 MESH ED CONCRETE SLAB SECTION O SECTION 4" MAX EXISTING 121' -0" MONOPOLE' f MOUNT BRIDGE CHANNEL TO PIPE I-E.40 WITH VALMONT MICROFLECT HOOK BOLT, NUT, a LOCK. WASHER ASSEMBELY (PART,NO. 5881) VALMONT MICROFLECT PIPE HEAD (PART 140_19509) OR APPROVED EQUAL VALMONT MICROFLECT ANCHOR -BOLT PIPE COLUMN (PART NO. 6126) OR APPROVED EQUAL �FL 3/4 "x10 °x45" T TYP Irn 6" CRUSHED ROCK PARTIAL SOUTH ELEVATION ASPHALT SAW CUT AND REPLACE DISTURBED ASPHALT FENCE POST TO MATCH EXISTING CONCRETE O FENCE FOOTING DETAIL 3/4 " =1' -0" VALMONT MICROFLECT COAX BLOCK (PART NO.131160). C/12 VALMONT MICROFLECT ' HARDWARE KIT (PART NO 51165) OR APPROVED EQUAL 01-2M VALMONT MICROFLECT PIPE COLUMN BASE PLATE SUPPLIED WITH ANCHOR —� BOLT COLUMN OR APPROVED EQUAL a rt n 'n 4x4 4/4 IUI.F FREE DRANNG GRANULAR FILL 1 -6" OR BELOW FROST LINE VALMONT MICROFLECT BRIDGE CHANNEL (PART NO. 13501, 6502) OR APPROVED EQUAL r CONCRETE 1' -6" DIA !E- 9 � ,• -fin �T 0 SECTION 11/2 " =1' -0" 500 TO MATCH TRANSFORMER NOTES: 1. CONTRACTOR TO CONTACT ALL UTILITIES FOR LOCATION OF ALL UNDERGROUND SERVICES PRIO0 TO CONSTRUCTION. 2 CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS, AND CONDITIONS PRIOR TO COMMENCING ANY WORK. ALL DIMENSIONS OF EXISTING CONSTRUCTION 51-1011N ON THE DRAWINGS ARE INTENDED AS GUIDELINES ONLY AND MUST BE VERIFIED_ 3. REFER TO 401 FOR ALL CONCRETE SPECIFICATIONS. MOUNT BRIDGE CHANNEL TO PIPE HEAD WITH VALMONT MICROFLECT 1-100K BOLT, NUT, 1 LOCK WASHER ASSEMBELY (PART NO. 6851) VALMONT MICROFLECT PIPE HEAD (PART NO. 6509) OR 400002ED EQUAL VALMONT MICROFLECT ANCHOR -BOLT PIPE COLUMN (PART NO. 5126) OR APPROVED' EQUAL 3/4" DIA x 4' LONG BOLTS AND TIE BARS SUPPLIED WITH VALMONT MICROFLECT ANCHOR -BOLT PIPE COLUMNS TRANSFORMER PAD DETAIL RESTORE GRADE TO MATCH EXISTING CONDITIONS 1 THIS D: U'J:YNG- IS GOP`fdCi�': =D APID !S Ti SOLE FRO Y THE OJNER. IT 16 FROCUCED SOLELY FOR USE 3' k OW52 APO ITS .G1LfATE,.. I IG' ,TC. OR (SE OF T.. CRAM. AND /OR THE I,`FORKATION CONTA FEO IN IT f5 FORBIDDEN Ewa - cur - me LLRRTEN FIER11551ON CF T.iE 0oraz o K � u � d 0 3 6 � uc _ IF! Q Q 0 fL 0 d) 10 z 111 U 9 w � c a Q s t 1110 fir' /1 4 ELECTRICAL SPECIFICATION 1. ALL ELECTRICAL WORK SHALL BE COMPLETED N ACCORDANCE WITH THE LATEST EDITION OF THE NATIONAL ELECTRICAL CODE 2. COMPLY WITH THE LATEST EDITION OF THE UNIFORM BUILDING CODE, THE REQUIREMENTS OF ALL APPLICABLE MUNICIPAL AND STATE CODES AND REGULATIONS, AND UTILITY GUIDELINES. U. PERFORM ALL VERIFICATION, OBSERVATIONS, TESTING AND EXAMINATION OF WORK PRIOR TO THE ORDERING OF ELECTRICAL EQUIPMENT AND THE ACTUAL CONSTRUCTION. ISSUE A WRITTEN NOTICE OF ALL FINDINGS TO THE CONSTRUCTION MANAGER LISTING ALL MALFUNCTIONS, FAULTY EQUIPMENT AND DISCREPANCIES_ 4. READ THESE ELECTRICAL DRAWINGS IN CONJUNCTION WITH THE DRAWINGS AND SPECIFICATIONS OF ALL OTHER DISCIPLINES, REFER TO TRK CONSTRUCTION SPECIFICATION 0110 -2001 DATED APRIL I, 2001, REVISION 0. REPORT ANT DISCREPANCIES TO CONSTRUCTION MANAGER AND CONSULTANT. 5. CAREFULLY EXAMINE THE SITE AND CONDITIONS OF THE PROPOSED WORK TOGETHER WITH THE WORK OF ALL OTHER TRADES_ INCLUDE IN THE TENDER PRICE ALL COSTS FOR WORK SUCH AS CUTTING AND FATCHING, REROUTING AND REPOSITIONING OF ELECTRICAL EQUIPMENT AND WIRING, MADE NECESSARY TO ACCOMMODATE THE EQUIPMENT AND ELECTRICAL SYSTEMS SHOWN. CUTTING AND PATCHING OF THE EXISTING BUILDING TO ACCOMMODATE THE WORK OF THIS TRADE SHALL BE DONE BY WORKMEN SKILLED IN THE APPROPRIATE TRADES. 6. PROVIDE LABOR MATERIALS, MISCELLANEOUS SERVICES, EQUIPMENT IDENTIFICATION (BY MEANS OF LAMACOID NAMEPLATES), TESTING AND BALANCING AND ANY OTHER ITEMS NECESSARY TO COMPLETE THE WORK SHOWN AND SPECIFIED. INCLUDE ALL ITEMS NECESSARY TO COMPLY WITH CODES AND AUTHORITIES HAVING JURISDICTION AND NECESSARY FOR COMPLETE AND OPERATING ELECTRICAL SYSTEMS_ WORK SHALL BE PERFORMED IN AN ACCEPTABLE MANNER BY SKILLED TRADESMEN. ANY UNSATISFACTORY WORKMANSHIP SHALL BE REPLACED TO THE SATISFACTION OF THE CONSULTANT. T. ALL SERVICES PENETRATING THE FLOOR SLAB SHALL BE IN CONDUIT UNLESS. SPECIFIED OTHERWISE. ALL EXISTING AND NEW CONDUIT PENETRATIONS THROUGH FLOOR SLAB SHALL BE SEALED WITH A NON - SHRINK, WATERPROOF, FIREPROOF SEALANT APPROVED BY CONSULTANT AND LANDLORD. S. THE CONTRACTOR SHALL X -RAY THE FLOOR SLAG IN ALL AREAS REQUIRING CORE DRILLING. DO NOT PROCEED WITH CORE DRILLING UNTIL X -RAY INSPECTION SAS BEEN CARRIED OUT TO ASCERTAIN PROPER LOCATION FOR PENETRATION OF FLOOR CORE DRILLING IS NOT ALLOWED IN COLUMN CAP AREAS. S. ALL CORE DRILLING- OF THE STRUCTURE THROUGH FLOORS TO AREAS OCCUPIED BY OTHER TENANTS SHALL BE CARRIED OUT DURING HOURS, THAT. ARE CONVENIENT TO THE BUILDING OWNER AND PROPERTY MANAGER THE CONTRACTOR MUST REPAIR ANY DAMAGED SERVICES AT HIS OWN EXPENSE. SEAL ALL PENETRATIONS. 10. PROTECT WORK OF THIS AND OTHER TRADES, EXISTING FINISHES, SYSTEMS AND SERVICES WHICH MUST REMAIN IN OPERATION REPLACE AND /OR REINSTALL ANY EXISTING DEVICES WHICH ARE TO REMAIN THAT ARE IMPROPERLY INSTALLED OR CREATE ANY INTERFERENCES WITH NEW CONSTRUCTION. 11. SCHEDULE AND COORDINATE ALL WORK WITS OTHER TRADES BEFORE INSTALLATION OF EQUIPMENT TO AVOID CONFLICT DURING OR AFTER INSTALLATION. 12. MINIMIZE DISRUPTION TO EXISTING SERVICES WHERE NEW WIRING WILL BE CONNECTED TO THE EXISTING. ARRANGE WITH THE OWNER FOR A SHUTDOWN PERIOD SATISFACTORY TO BOTH PARTIES. 13. PROVIDE TEMPORARY POWER SUPPLIES WITH RECEPTACLESFOR ALL TRADES TO FACILITATE CONSTRUCTION EQUIPMENT, E.G. WELDER, SAWS, ETC. RELOCATE AND REMOVE SERVICES AS DIRECTED BY CONSTRUCTION MANAGER OR THE CONSULTANT. 14. CUT BACK AND GAP UNUSED RACEWAYS TO A CONCEALED LOCATION SO THAT THE FINISHED WORK APPEARS NEAT AND CLEAN. REMOVE UNUSED, OBSOLETE WIRING SACK TO ITS RESPECTIVE PANEL BOARD. THE DRAWINGS SHOW THE WORK IN ITS FINAL COMPLETED FORM. ALL BASE BUILDING - LUMINARIES OR EQUIPMENT REMOVED BUT NOT REUSED SHALL BE TURNED OVER TO THE BUILDING OWNER OR DISPOSED OF AS PER THE BUILDING OWNER'S INSTRUCTIONS. 15_ ALL WIRING SHALL BE SIZED AS INDICATED, WITH MINIMUM 600V THHN INSULATION. ALL NEW WIRING SHALL SE COLOR CODED COPPER, MINIMUM °12 AWG THHN AND MINIMUM "10 AWE OVER 15 FEET UNLESS NOTED OTHERWISE. WIRE SHALL BE RUN CONCEALED IN EMT UNLESS OTHERWISE NOTED. CONCEALED AC -S0 CAN BE USED FOR DOWN DROPS FROM OUTLET TO EQUIPMENT AND IN PARTITIONS UNLESS PROHIBITED SY CODE OR OTHERWISE NOTED. AC - MAT BE RUN UP TO 20 FEET IN CEILING SPACE. ALL AC -90 AND CONDUIT SHALL BE SUPPORTED AS HIGH AS POSSIBLE ABOVE CEILING TO ALLOW REMOVAL OF ALL CEILING TILES AND LUMINARIES ETC. CABLES ARE NOT PERMITTED TO REST ON SUSPENDED CEILING. 16. ALL WIRING, DEVICES AND EQUIPMENT SHALL SE NEW AND UL APPROVED. EQUIPMENT OF SAME TYPE SHALL SE OF THE SAME MANUFACTURER IT. THOROUGHLY INVESTIGATE ALL EXISTING PANEL BOARDS) INVOLVED WITH THE PROJECT AND DETERMINE. WHICH CIRCUITS SERVE THE AREA', OF THIS ',PROJECT. ENSURE CIRCUIT',CONTINUITY OF ALL EXISTING AREAS ARE NOT AFFECTED BY THE .PROJECT. 5. WHEN SUPPLYING POWER FROM AN EXISTING PANEL BOARD, PROVIDE NEW CIRCUIT PROTECTION DEVICE TO MATCH THE EXISTING PANEL BOARD TYPE AND A.I.C. RATING AND AS NECESSARY TO MEET THE CIRCUIT REQUIREMENTS SHOWN ON THE DRAWINGS. NEW CIRCUIT BREAKERS SHALL MEET THE REQUIREMENTS OF THE LATEST EDITION OF THE NATIONAL ELECTRICAL CODE. I9. CIRCUITING SHOWN 15 DIAGRAMMATIC ONLY AND IS INTENDED TO 51-10W GENERAL CIRCUIT LOADING AND ANY REQUIRED SEPARATE CIRCUITS. 20_ REARRANGE CIRCUITING AS NECESSARY TO ENSURE A BALANCED LOAD ACROSS ALL PHASES OF PANEL BOARDS INVOLVED WITH THE PROJECT_ 2L PERMANENTLY TAG EACH CONDUCTOR OF EVERY SYSTEM IN EACH PANEL BOARD, PULL BOX, J -SOX, SWITCH SOX, ETC. 22. ALL CIRCUIT BREAKERS, FUSES, AND ELECTRICAL EQUIPMENT SHALL HAVE AN INTERRUPTING SHORT CIRCUIT CURRENT RATING EXCEEDING THAT TO WHICH THEY MAY BE SUBJECTED, (AS NOTED ON DRAWINGS), AND A MINIMUM 10000 AI.C. 23. PROVIDE A SUITABLE INDEPENDENTLY SUPPORTED AND APPROVED OUTLET BOX FOR EACH LUMINAIRE, SWITCH, RECEPTACLE AND OTHER DEVICE. OUTLET BOX SHALL SE COMPLETE WITS COVER PLATE LABELED TO INDICATE BRANCH CIRCUITS CONTAINED THEREIN. WHERE DEVICES OTHER THAN COMMUNICATION OUTLETS ARE SHOWN GROUPED TOGETHER, THEY SHALL BE MOUNTED IN A COMMON) OUTLET BOX WITH SUITABLE BARRIERS AS REQUIRED_ PROVIDE COMMON COVER PLATES OVER ALL DEVICES. 24_ COORDINATE ALL LUMINAIRE LOCATIONS WITH ALL MECHANICAL SYSTEMS_ 25. INSTALL A 20015. RATED WE NYLON PULL CORD IN ALL EMPTY CONDUITS_ 25. ALL TECK CABLES INSTALLED SHALL SE SUITABLE FOR USE N BUILDINGS OF NON- COMBUSTIBLE CONSTRUCTION AND CONNECTORS SHALL BE WATERTIGHT. 21_ PROVIDE ALL NECESSARY GROUNDING AS REQUIRED BY LOCAL AUTHORITIES AND THE LATEST EDITION OF THE NATIONAL ELECTRICAL CODE. 28_ ALL INSULATED GROUND CABLE TO BE GREEN STRANDED COPPER 29_ PROVIDE A SEPARATE GROUND WIRE IN ALL RACEWAYS AND CABLES_ 30_ ALL EXPOSED CONDUIT SHALL BE ALIGNED WITH EXISTING EQUIPMENT AND STRUCTURAL ELEMENTS. CONDUITS SHALL NOT BE RUN PARALLEL TO HOT WATER OR STEAM LINES. WHERE CONDUITS CROSS OVER EXISTING CONDUITS OR LINES, THE CONDUITS SHALL WE FASTENED WITH 4" SEPARATION, MIN_ 31_ SEAL -TIGHT FLEXIBLE CONDUIT: USED WHE12E PERMITTED BY CODE 32_ ALL PANEL BOARD DIRECTORIES INVOLVED WITS THE PROJECT SHALL WE UPDATED AND REPRINTED TO REFLECT ALL CHANGES ASSOCIATED WITH ELECTRICAL INSTALLATION/RENOVATION 33_ PROVIDE PHENOLIC PLASTIC LAMINATE NAMEPLATES WITH MACHINE ENGRAVED BLUE PLATE, WHITE LETTERS, EXCEPT AS NOTED. NAMEPLATES SHALL WE ATTACHED WITH SELF TAPPING SCREWW OR RIVETS. (UNLESS NOTED OTHERWISE). RE TO NAMEPLATE SCHEDULE. 34 ALL FIRE ALARM CONDUIT SHALL CONTAIN ONLY WIRING USED FOR TI- E.FIRE ALARM SYSTEM_ FIRE ALARM WIRING TO BE INSTALLED IN EMT CONDUIT ONLY, WITH WATER TIGHT CONNECTORS AND COUPLINGS, UNLESS OTHERWISE NOTED_ 35_ PROVIDE A FIRE ALARM VERIFICATION CERTIFICATE FOR ALL NEW AND RELOCATED FIRE ALARM DEVICES. VERIFY ALL EXISTING ALARM RECEIVING AND SIGNALING CIRCUITS AFFECIC.L BY THIS PROJECT. 36_ A COMPLETE SET OF FULL SIZE ELECTRICAL DRAWINGS MUST BE ON SITE. AT ALL TIMES_ MARK "AS- BUILT" INFORMATION, IN RED, ON SITE SET ONLY. NAMEPLATE SCHEDULE PROPERTY OF AT&T WIRELESS SERVICES 2004 /1T5A,3P6N FUSED DISCONNECT SWITCH PENT ON FUSED DISCONNECT SWITCH A" PROPERTY OF AT &T WIRELESS SERVICES 1125KVA, 450- 120/205V, 3P14, 4W MOUNT ON TRANSFORMER 8" PROPERTY OF AT &T WIRELESS SERVICES 400A /400AF, 3PSN FUSED DISCONNECT SWITCH MOUNT. ON FUSED DISCONNECT SWITCH A ' PROPERTY OF AT &T WIRELESS SERVICES TRANSFER SWITCH "I MOUNT ON TRANSFER SWITCH B. PROPERTY OF AT &T WIRELESS SERVICES TRANSFER SWITCH 2 MOUNT ON,TRANSFER SWITCH r 8 1 PROPERTY OF AT &T WIRELESS SERVICES EMERGENCY GEN -SET .1 120/208V, IPH, 3W MOUNT 555155 GENSET RECEPTACLE PROPERTY OF AT &T WIRELESS SERVICES EMERGENCY GEN -SET 2 120/205V, 1PH, 35 MOUNT BESIDE GENSET RECEPTACLE 6 " I. ELECTRICAL EQUIPMENT NAMEPLATES TO BE 3mm THICK LAMACOID, SLUE FACE, WHITE CORE, MECHANICALLY ATTACHED WITH SELF TAPPING SCREWS. SNORT CIRCUIT CALCULATION TBA. LOAD CALCULATION T.W.A. dal -Zl�l PROPOSED SERVICING ARRANGEMENT IS PRELIMINARY ONLY SERVICE CONDUCTORS BY SEATTLE CITY LIGHT 4- 5001MCM THHN IN 3 I/2" RMC 400A, 211/480v, 3P14, 4W NEMA 3R SERVICE ENTRANCE RATED TAP BOX Isc 4 -3/0 THHN PLUS •6 GROUND IN 2" R EXISTING NEXTEL 200A, 211/480V, 3514, 4W METER EXISTING NEXTEL SERVICE CONDUCTORS PROVIDE 200A, 40OV METER BASE AND ARRANGE FOR SEATTLE CITY LIGHT TO PROVIDE SERVICE METER 4 -3/0 THHN PLUS "6 GROUND IN 2" R 1C .3/0 SOLID' TINNED COPPER GROUND RING 400A/40045, 120208v, 31P4SN NEMA 3R LOCKABLE FUSED DISCONNECT SWITCH c/w 3 -400A TYPE HRC FUSES 4- 500MCM TA-IN PLUS 3/0 GROUND IN 3 I2" RMC CONNECT TO PHASES S 4 C CONNECT TO PHASES A U B 3 -3/0 THHN PLUS 3/0 G Rc a+.7.1 2" RMC CABLE LENGTH MUST BE LESS THAN 25' -0" TO COMPLY WITH NEC 240 -21 (SX2) 200A2004F, 208V, 2P4SN, NEMA 3R FUSED MANUAL TRANSFER SWITCH c/w 2 -200A TYPE HRC FUSES 3 -3/0 THHN PLUS 3/0 GROUND IN 2" RIGID PVC CONDUIT TRANSITION TO BELOW GRADE TRANSITION TO ABOVE GRADE 200A CIRCUIT BREAKER IN MACROCELL CABINET � 200A - 1 CONTRACTOR TO MAKE ALL NECESSARY ARRANGEMENTS AND PROVIDE ALL REQUIRED LABOR AND MATERIALS TO OBTAIN A 400A, 2TT/480v, 3PH; 4W SERVICE INCLUDING BUT NOT LIMITED TO WEATHEREAD, ETC_ 3 -11/0 THHN PLUS "6 GROUND IN 112" RISC /'V��vs II2A KVA, 480- 120208v, 3PH, 4W NEMA 3R DRY TYPE TRANSFORMER sc = T.W.A. 2004 sc = T.B.A. ` Isc. =TBA. 4- 5005CM THHN PLUS 3/0 GROUND IN 3 1/2" RMC Isc =TBA. SINGLE LINE DIAGRAM NTS EQUIPMENT SPECIFICATION GROUND ROD. CONTRACTOR TO PROVIDE ONE ADDITIONAL GROUND ROD IF THE RESISTANCE TO GROUND OF A SINGLE ELECTRODE 15 NOT LESS THAN 25 OHMS, MULTIPLE GROUND RODS SHALL NOT BE LESS THAN 6FT. APART 4 -3/0 THAN PLUS •6 GROUND IN 2" RMC 3-3/0 THHN PLUS 3/0 \ GROUND IN 2" RIGID PVC CONDUIT 200A CIRCUIT BREAKER IN MACROCELL CABINET I. SERVICE ENTRANCE RATED DISCONNECT SWITCH TO. BE HEAVY DUTY WITS No.I OF POLES, VOLTAGE AND CURRENT RATINGS. AS INDICATED. (c/w 'LOCKABLE NEMA 3R' ENCLOSURE) APPROVED MANUFACTURERS: FEL, SIEMENS, SQUARE D, CUTLER, HAMMER 2. TRANSFER SWITCHES TO BE HEAVY DUTY WITH No OF POLES, VOLTAGE AND CURRENT RATINGS AS INDICATED: (c/w NEMA 3R ENCLOSURE) APPROVED MANUFACTURERS: EFL, SIEMENS; SQUARE D, CUTLER HAMMER 3. DISCONNECT SWITCH TO BE .HEAVY DUTY WITH No. OF POLES, VOLTAGE AND CURRENT RATINGS AS INDICATED. (c/w. LOCKABLE NEMA 3R ENCLOSURE). APPROVED MANUFACTURERS -.FEL, SIEMENS, SQUARE D, CUTLER HAMMER 4. TRANSFORMERS SHALL BE DRY TYPE WITH KVA AND VOLTAGE RATING AS INDICATED, VOLTAGE TAPS: 2 2-1/2% SCAN AND 2 2 -1/2 FC:BS! ELECTROSTATICALLY. SHIELDED, COPPER WINDINGS. AND GROUND BUS, AVERAGE SOUND LEVEL: 4555. TRANSFORMER TO UAVF'. NFMA'3R RN, n: i MANI IFArTI1RFS. 'I/0 SOLID BARE TINNED COPPER SERVICE ENTRANCE GROUND 200A/115AF, 480V, 3PwSN NEMA 3R SERVICE ENTRANCE RATED' LOCKABLE FUSED DISCONNECT SWITCH C/S 3 -I15A TYPE HRC FUSES APPLETON AJA20033- 200 -RS GENERATOR RECEPTACLE (TYP. OF 2) 3 -3/0 THHN PLUS 3/0 GROUND IN, 2" RMC 200A/200AF, 208V, 2F'4SN, NEMA 3R FUSED MANUAL TRANSFER SWITCH c/w 2 -200A TYPE HRC FUSES TRANSITION TO BELOW GRADE TRANSITION TO ABOVE GRADE 3 -3/0 THHN PLUS 3/0 GND. IN 2" RIGID PVC CONDUIT TRANSITION TO BELOW GRADE 400A, 120/208v, 3P14, 4W NEMA 3R. TAP BOX TRANSITION TO ABOVE GRADE 3 -3/0 THHN PLUS 3/0 GND. IN 2" RIGID PVC CONDUIT EXPIRY 07 -13 -02 a. BAYER: AP -R 12 2ed? 7145 0:40IVIG- f5 COpzB.4T� lnld 15 iF!E SOiI OF S O =Owl_ R 15 PR C 2 SrB: FOR I B "ME OJH All, re a�vaT . 124141.. ANDIOR F rfl-.1 RBS Et ' 1.T 15 F Cf�56.71% a W4 Tim e_ �ssraa cFTrs u�ez_ z 4 U) z 0 0 z Ul 1 0 T A i UT Q A m � • DRAWING TITLE, X ELECTRICAL SITE PLAN DRAWN EY: CHKD EY, DATE: L.C. C,E, MAR 21 2001 10110-04E02 I0 000 NO,.IA6 NOTED I PROJECT: 1SE -SC7SC kW'( 99 4 NIUY 599 11030 EAST MARGINAL UJ,4`I' TUKWILA, UJA 981 &8 6JEDIVISION 617E CODE 6EQ. NO. 1SE SC1SC E02 CLIENT: A—mem Services 617 Eastlake Avenue E. Seattle, WA 98109 x CONSULTANT: X201 11666 66th Ave,. hurray, I6C. V30 9X1, Canada TEL C6041614-6432 FAx - 16 04) 694.6431 TOLL FIRER 1. 611. 346.4046 ENGINEERING EMAIL: mallatrIum com A RED/, X -- 166UED FOR REVIEW DESCRIPTION meow FOR QAN6TRUQTION x ARR 04101 CO MAR 21101 P Y DATE T i 8p8i, REFER TO E02 FOR CONTINUATION 4- 500MCM THEN PLUS 0 3/0 GROUND IN 3 1/2" R'MC 4004/400AF, 120/208v, 3P5N NEMA 3R SERVICE ENTRANCE RATED LOCKABLE FUSED DISCONNECT SWITCH c/w 3 -400A TYPE HRC FUSES I -2" RIC C/Ul PULLROPE TELCO 3 -"1/0 TI-11-IN PLUS V "6 GROUND IN 1 12" RMC 1125 KVA, 4E0- 120/208v, 39H, 411.I NEMA 3R DRY TYPE TRANSFORMER II Mk 3 -3/0 THEN FLUE 3/0 GND IN 2" RIGID PVC CONDUIT (POWER) 11 i STUB UP RACEWAYS 141/4" ABOVE SLAB (TYP_ FOR ALL RACEWAYS INI SLAB) APPLETON AJA20033 -200 -RS \V I GENERATOR RECEPTACLE --\ (TYP_ OF 2) COMPOUND ELECTRICAL LAYOUT 3/8 " =I' -0" WALL MOUNT 4004, 120/208v, 391-1, 4W NEMA WE TAP BOX TELCO JUNCTION BOX STUB UP AND CAP OFF 1" RIGID PVC CONDUIT (ALARM) 1 -1" RIGID PVC CONDUIT dw PULLROPE ( TELCO) 7( I -2 SOLID BARE TINNED COPPER (AROUND) IN I" RIGID PVC CONDUIT TO GROUND RIN� ROUTE ALL RACEWAYS IN RIGID PVC CONDUIT DIRECT BURIED 1 - SOLID BARE TINNED OFFER (G- ROUND) IN 1" RIGID PVC CONDUIT TO GROUND RING 3-8/0 THHN PLUS 3/0 GND IN 2" RIGID PVC CONDUIT DIRECT BURIED (TYP_ OF 2) FASTEN RACEWAYS TO WALL AT I0' -0" o/c 3 -"1/0 TIE-IN FLUE "6 GROUND IN 1 1/2" RIC 400A/400AF, 120/200v, 31 NEMA WE LOCKABLE FUSED DISCONNECT SWITCH c/w 3 -4004 TYPE ERG FU5E5 1125 KVA, 480- 120205v, 3P 4W NEMA WE DRY TYPE TRANSFORMER 4- 500MC11 THEN PLUS 3/0 GROUND IN 3 I/2" RTC 4- 500MCM THEN PLUS 3/0 . GROUND IN 3 1/2" RIO 3 -3/0 TEEN PLUS 3/0 AND IN 2" RIGID PVC CONDUIT TO MACROCELL 3 -3/0 THEN PLUS 3/0 AND IN 2" RIGID PVC CONDUIT TO GENERATOR RECEPTACLE kW I ME ■»%I MEIN P -11■ MI I IIMIW I MN I `' ° PARTIAL SOUTH ELEVATION 1/2".1'-0" APPLETON AJA20033- 200 -R5 GENERATOR RECEPTACLE (TYP. OF 2) PROVIDE I/4" GALV_ PLATE C/U HOLES SIZE TO. SUIT 3-3/S" U -BOLTS 3 -3/0 ( THEN PLUS 3/0 AND IN 2" RIGID PVC CONDUIT TO FUSED MANUAL TRANSFER SWITCH, TYR OF 2 RECEPTACLE ELEVATION 3/4". p0" Mr)t 1 -2" RIC c/w PULL ROPE (TELCO) WALL MOUNT 400A, I20/208V, 31.14, 4W NEMA 3R TAP BOX TELCO JUNCTION BOX 3-8/0 THNN PLUS 6 . 3/0 AND IN 2" WC STU3..UP AND CAP OFF " P RIGID PVC CONDUIT FOR ALARM 3 -3/0 T PLUS 3/0 AND IN 2' RIGID PVC CONDUIT TO GENERATOR RECEPTACLE 3-8/0 THNN PLUS 1 3/0 AND IN 2" RIGID PVC C CONDUIT TO MACROCELL I -2" RIC CAU FULLROPE, FASTENED TO UNDERSIDE OF OVERHANG ( TELCO) 4- 5009CM IN 3 1/2" RIC EXISTING NEXTEL WEATHERHEAD TO BE REMOVED 3-8/0 THEN PLUS •6 GROUND IN 2" RMC EXISTING NEXTEL 200A, 211/450v, 3P14, 45 i 0I ER WALL MOUNT 200A/200AF, 203v, 2PSN NOMMA 3R FUSED MANUAL TRANSFER SWITCH c/w 2 -200A TYPE HRC FUSES I I 1 -1. RIGID PVC CONDUIT c/w FULLROPE ( TELCO) 9/0 SOLID BARE TINNED COPPER SERVICE ENTRANCE GROUND TO GROUND ROD n 12 " =1' -0" i NOTES: CONTRACTOR TO CONTACT ALL UTILITIES FOR LOCATION OF UNDERGROUND SERVICES, SERVICE LOCATIONS TO BE CONFIRMED PRIOR TO CONSTRUCTION. 2, CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS, AND CONDITIONS PRIOR TO COMMENCING ANY WORK ALL DIMENSIONS OF EXISTING CONSTRUCTION SHOWN ON THE DRAWINGS' ARE INTENDED AS GUIDELINES ONLY AND MUST BE VERIFIED_ 3, ALL EXISTING ACTIVE SEWER WATER, GAS, ELECTRIC, AND OTHER UTILITIES WHERE ENCOUNTERED IN THE. WORK, SHALL WE PROTECTED AT ALL TIMES, AND WHERE REQUIRED FOR THE PROPER EXECUTION OF THE WORK, SHALL BE RELOCATED AS DIRECTED BY ENGINEERS CAT CONTRACTOR'S EXPENSE)_ EXTREME. CAUTION SHOULD BE USED BY THE CONTRACTOR WHEN EXCAVATING OR PIER DRILLING. AROUND'. OR NEAR UTILITIES. THE WORKING CREW SHALL HAVE PRIOR SAFETY TRAINING THAT INCLUDES BUT 15 NOT LIMITED TO: A) FALL PROTECTION B) CONFINED SPACE C) ELECTRICAL SAFETY D) TRENCHING e EXCAVATION" 4. IF NECESSARY, RUBBISH, STUMPS, DEBRIS, STICKS, STONES AND OTHER REFUSE SHALL BE REMOVED FROM THE SITE AND DISPOSED OF LEGALLY, 5. ALL EXISTING INACTIVE SEWER, WATER, GAS, ELECTRIC AND OTHER UTILITIES, WHICH INTERFERE WITH THE EXECUTION OF THE WORK, SHALL WE REMOVED AND /OR CAPPED, PLUGGED OR OTHERWISE DISCONTINUED AT POINTS WHICH WILL NOT INTERFERE WITH THE EXECUTION OF THE WORK, SUBJECT TO THE APPROVAL OF ENGINEERING, OWNER AND /OR LOCAL UTILITIES CAT CONTRACTOR'S EXPENSE). ALL EXPOSED RACEWAYS TO BE PAINTED TO MATCH EXISTING BUILDING. 'I. PROVIDE WATERTIGHT CONNECTORS AND COUPLINGS FOR ALL OUTDOOR CONDUIT RUNS. CONTRACTOR TO MAKE ALL. NECESSARY. ARRANGEMENTS. AND PROVIDE ALL. REQUIRED LABOR AND MATERIALS TO OBTAIN A 400A, 2TI/480V, 3PH, 4W SERVICE INCLUDING BUT NOT LIMITED TO WEATHEREAD, ETC. PARTIAL WEST ELEVATION 4 EXPIRY 07 -13 -02 DATED: APR i 2 ?T 3 -9/0 THHN PLUS =5 GROUND IN 112" RIC, FASTENED TO UNDERSIDE OF OVERHANG 400A, 211/480v, 3PH, 4W NEMA 3R SERVICE ENTRANCE RATED TAP BOX 200A/1154F, 450V, 31. =SN NEMA 3R SERVICE ENTRANCE RATED LOCKABLE FUSED DISCONNECT SWITCH C/U 3 -115A TYPE HRC FUSES PROVIDE METER BASE AND ARRANGE FOR SEATTLE CITY LIGHT TO PROVIDE SERVICE METER GROUND ROD COPPER CLAD OR STAINLESS STEEL 5 /8 "DI4W 0° -0" LONG CONTRACTOR TO PROVIDE ONE ADDITIONAL GROUND ROD IF THE RESISTANCE TO GROUND OF A SINGLE ELECTRODE IS NOT LESS THAN 25 01-05. MULTIPLE GROUND RODS SHALL NOT BE LESS THAN EFT. APART TIA5 DRAw'MG- IS COPT..41 1 AND TI+E 5O4E iY CF THE OMER- fT IS FROMCD SOLELY FOR 4"E 6T THE P1PEF2 AND ITS Ar,LJATES. REFRODUCTION MUSE OF THUS DRAWNS Az/OR THE ItFOgYAPCN CCKTAPIEJ RY 4T IS FOR.EXYZi WIWCUC -' - LLfdfl@F FC1.11551C4% CF r'E [AMER 4 z0 Q �. Q Cn n n om ° uC w SW 34) n 2 SOLID BARE TINNED COPPER TO FENCE POST 2 SOLID BARE TINNED COPPER GROUND RING LEGEND ^ GROUND ROD * GROUND ROD W/ ACCE55 ❑ CADWELD 5/8" DIA. x 10' -0" LONG COPPER CLAD STEEL GROUND ROD, TYP. S/5-II X I" 1-ii-ICE BOLTS, NEWTON INSTRUMENT CO. CAT NO. 3012 -I WALL MOUNTING BRACKET, NEWTON INSTRUMENT CO. CAT NO. A -6056 5/5" LOCKWASHERS, NEWTON INSTRUMENT CO: CAT. NO 3015 -5 0 3/0 SOLID BARE TIMNED COPPER TO TRANSFORMER ° GROUND BAR DETAIL NTS L_J 1 ; J is li i e I � e e : • 9 2- 2 SOLID BARE TINNED COPPER (GROUND) IN 1" RIGID PVC CONDUIT TO GROUND RING I COPPER GROUND BAR, I/4 X4 "X 20 ", NEWTON' INSTRUMENT CO. CAT. NO. B -6142 OR EQUAL. HOLE CENTERS TO MATCH NENA DOUBLE LUG CONFIGURATION. 2 SOLID BARE TINNED COPPER TO GROUND BAR / M ONOP O D LE AT THE BOTTOM OF VERTICAL ANTENNA CABLE RUN INSULATORS, NEWTON INSTRUMENT CAT. NO. 3051 -4 2 SOLID BARE TINNED COPPER TO TRANSMISSION LINE BRIDGE POST, TYP. OF 3 I - SOLID BARE TINNED COPPER (GROUND) IN P RIGID PVC CONDUIT.. TO GROUND RING 2 SOLID BARE 'TINNED COPPER TO EXISTING COMPOUND GROUND RING GROUND ROD WITH ACCESS, TYP. OF 2 . 2 SOLID BARE TINNED COPPER TO FENCE GATE POST, TYR OF 2 O GROUNDING ELECTRICAL LAYOUT 3/8" =1' -0" Ll INSPECTION HAND HOLE CADWELD u u 4 ANTENNA CABLE GROUNDING KIT DETAIL NITS PRECAST CONC. VALVE BOX 12 DIA. C/W PRECAST LID O GROUND ROD UJITN ACCESS NTS WEATHERPROOFING KIT (SEE NOTE 3) ANTENNA CABLE NOTE, 2 . 5 /0" DIA. x 10' -0" LONG, - COPPER CLAD OR STAINLESS STEEL GROUND ROD CABLE GROUND KIT "6 AUG STRANDED COPPER GROUND WIRE (GROUNDED TO GROUND BAR) (SEE NOTE I I 2) DO NOT INSTALL CABLE GROUND KIT AT A BEND AND ALWAYS DIRECT GROUND WIRE DOWN TO GROUND BAR GROINDINYs. KIT SHALL BE TYPE AND PART NUMBER AS SUPPLIED OR RECOMMENDED BY CABLE MMHEACTURER 3. WEATHER PROOFING 51-IALL BE C1 T t- s AND PART NUMBER AS SUPPLIED. OR RECOMMENDED BY CABLE MANUFACTURER) SAWCUT AND REM Arr ASPHALT TO MATCH EXISTING CONDITIONS PROVIDE MINIMUM 6" BRICK SAND AROUND GROUND RING "I*Nrs t GROUNDING SPECIFICATION I. ALL EXTERIOR GROUND CONNECTIONS TO BE CADWELDED EXCEPT AT GROUND BARS. 2. MINIMUM BENDING RADIUS FOR GROUND CONDUCTOR IS 3 ". 3. NO'.SPLICES PERMITTED IN GROUND CONDUCTORS. 4. INTERCONNECT ANTENNA GROUND LUG TO 2 SOLID BARE TINNED COPPER OF APPLICABLE). 5. ALL GROUNDING CONNECTORS TO SE CLEAN AND FREE OF PAINT AT THEIR MATING'. SURFACES AND INSTALLED PER MANUFACTURER'S RECOMMENDATIONS. USE PENETROX OR EQUIVALENT ANTIOXIDANT GREASE. S. ALL GROUND BAR CONNECTIONS ARE TO BE 2 HOLE LUG COMPRESSION TYPE. STACKED CONNECTIONS ARE NOT ACCEPTABLE. BACK TO BACK CONNECTIONS ON OPPOSITE SIDES OF THE GROUND BAR WILL SE PERMITTED. T. ENSURE ALL MECHANICAL CONNECTORS ARE TORQUED TO THE MANUFACTURER'S SPECIFIED VALUES. S. MULTIPLE BONDS ON GROUND RODS TO BE SEPARATED BY AT LEAST 5 ". 5. MAXIMUM RESISTANCE OF THE COMPLETED GROUND SYSTEM SHALL NOT EXCEED A RESISTANCE OF 5 OHMS TO, EARTH. 10. GROUND ALL METALLIC OBJECTS WITHIN 5' -0" OF ANTENNA CABLES WITH 2 SOLID BARE TINNED COPPER IL GROUND. WIRES SHALL. NOT BE INSTALLED THROUGH HOLES IN ANT METAL OBJECTS OR SUPPORTS TO PRECLUDE. ESTABLISHING A "CHOKE" POINT. I2. FERROUS METAL CLIPS WHICH COMPLETELY SURROUND THE GROUND WIRE SHALL NOT SE USED. METAL CLIPS THAT DO NOT COMPLETELY SURROUND THE GROUND WIRE OR PLASTIC CLIPS ARE ACCEPTABLE. GROUND BARS SHALL NOT BE FIELD MODIFIED. TINS OFLWIING— f5 COP TEC+FrEO MD IS T. SOLE FROFERY OF TFE OITa, r iS P iO :4: SOLELY FOR ESE SY TFE OW'EE' A` O RS h"FILfbTE"x REFROOUCTTCT4 OR USE CF TWS ORbWI. M!Q /OR T{� ITEOtS*ATION CONTANIED IN IT IS FOREIDDEF[ WITHOUT TFE 11.1 i PER - Tr fCN Q"iFE OLEO. COMPOUND GROUND RIN x 2 SOLID BARE TINNED COPPER SAWCUT'AND REPLACE ASPHALT TO MATCH EXISTING' CONDITIONS 14 ROD /RING DETAIL NTS z W U ' ,1 3ROUND BAR MOUNTED TO 1ONOPOLE DIRECTLY 3ELOW ANTENNAS GROUND TAILS ANTENNA CABLE GROUND KITS SROUND BAR MOUNTED TO 'IONOPOLE AT THE BOTTOM OF ✓ERTICAL ANTENNA CABLE RUN ANTENNA CABLE GROUND KITS SOLID BARE TINNED COPPER ROUTED WITH ANTENNA CABLES GROUND TAILS 2 SOLID BARE TINNED COPPER ■ VERTICAL POST CONNECTED TO RING 2 SOLID BARE TINNED (COPPER (TYP) 5 INTERCONNECT TO ANTENNA GROUNDING (IF APPLICABLE) ASPHALT 2 SOLID BARE TINNED COPPER (TYPJ CADWELD (TYPJ— FENCE POST WIG BRIDGE POST (TYP. OF 3) 2 SOLID BARE TINNED COPPER (PEP) VERTICAL POST NOT CONNECTED TO RING EN GROUN G \ 2 SOLID SAKE TINNED / COPPER GROUND RING 2 SOLID BARE TINNED. COPPER TO EXISTING COMPOUND GROUND RING 0 GROUNDING SCHEMATIC NTS EQUIPMENT GROUNDING MAIN GROUND BAR PROVIDED IN AIDS MACROCELL CABINET CADWELD (TYPO GATE POST (TYP) 2 SOLID BARE TINNED COPPER "4/0 WELDING CABLE OR FLEXIBLE COPPER BRAID BURNDY TYPE "B" WITH SLEEVES ON EACH END DESIGNED FOR CADWELDS (TYP. FOR EACH GATE) CADWELD (TYP) PVC SLEEVE 2 SOLID BARE TINNED COPPER TO COMPOUND GROUND RING ' i 2 SOLID BARE TINNED COPPER TO COMPOUND GROUND RING O FENCE GROUNDING CADWELD (TYP) MAIN GROUND BAR PROVIDED IN ASS MACROCELL CABINET FENCE POST (TYP. OF 3) GROUND ROD (TYPO 2 SOLID BARE TINNED COPPER (TYP) 2 SOLID BARE TINNED COPPER (TYP.) TRANSFORMER ANTENNA JUMPER CABLE ANTENNA CABLE GROUND KIT (TYPO ANTENNA CABLE ANTENNA CABLE GROUND KIT (TYPO _ "3/0 SOLID BARE TINNED COPPER EQUIPMENT JUMPER iii \o III 111 j ✓�`� � � - �I����� � 0000♦ ' � ��✓�,��� j ��f��f�30� O�Of �� j ���� � ��l GATE DETAIL PROPOSED ANTENNA CABLE 0 2 GROUNDING RISER NTS ANTENNA (TYP.) EQUIPMENT CABINETS CADWELD (TYP.) 2 SOLID BARE TINNED COPPER (TYPO CADWELD GROUND BAR MOUNTED TO MONOPOLE DIRECTLY BELOW ANTENNAS ANTENNA CABLE (TYP.) GROUND KIT CTYP) GROUND TAIL (TYP.) *i M- Ijiltlw --m GROUND BAR MOUNTED TO MONOPOLE AT THE BOTTOM OF VERTICAL ANTENNA CABLE RUN GROUND BAR MOUNTED TO MONOPOLE DIRECTLY. BELOW ANTENNAS 2 -2 SOLID BARE TINNED COPPER ROUTED WITH ANTENNA CABLES 2 - SOLID BARE TINNED COPPER GROUND BAR —� 2 -2 SOLID BARE TINNED COPPER RIGID PVC SLEEVE, TYP. 2 SOLID BARE TINNED COPPER GROUND RING INTERCONNECT TO ANTENNA GROUNDING (IF APPLICABLE) ANTENNA CABLE p4 ANTENNA CABLE GROUND KIT / (TY EXISTNG MONOPOLE GROUND RNG GROUND TAIL. 994 .MTP>\INIL (7d,1 F ( (DLINDINC DETAIL EXPIRY 07 -13 -02 GATED: APR r2 2001 THIS CW. MIS COPiWCiiTa, .071,. TVA SOLE t GET CF MECUM. FT iS PFLOU. ^ED ANC ITS di,EJAT F I AN dlt FE OF THIS O FRM:C t U CCF{F.SPE 1 1 T I5 F4f 7'1 T14E TF L'1RT - Ut PB6"i1 OF THE GOlEQ _ jJ W z w a tii S a S 0 61 cv W Q Cl f9 0 1 0 LLI y N 3 U C E CD CD < 03 CU a) 2 W CU N- CD O) _ W N CD O th m ° u )5 .0 6 'U mI z o, a Inc EXISTING BLDG. TOP ELEV. =42.1' SATTLELITE ELEV. =26.7' ELECTRICAL UTILITIES EXISTING TOWER TOP - ELEV.= 137.4' TOP OF BEACON= 143.4' SDMH N88'01'18 "E CB —o x.--. 8 CYCLONE FNC, N88'09'05 "W 2 WINGWALL _(TYP.) _ TOP OF POWER POLE ELEV;m52,8' " GN pE 0 aEN REFER. UNIT CITY OF SEATTLE TRANSMISSION LINE 359,72 EDGE OF ASPHALT 363.59 PUMP HOUSE MARCH 8, 2001 DRAWING TITLE SURVEY NORTHSTAR LAND SURVEYING P.O. BOX 2139 Snohomish, WA 98291 Northstarls@aol.com CONVENTIONAL / GPS / BOUNDARY ANALYSIS Phone 360 862 9408 1 800 619 8223 Fax 360 862 9921 SC78 -C HWY 99 & HWY 599 /SPECTRA TOPOGRAPHIC SURVEY 188288 PPR CON8TRUCTIQN 189U65 PQR 885185 MAR 71/01 DA DRAWN EP , I CH'K D 5T: I DATE. L.C. R.BM. MAR 21 2001 CAD FILE, TRK PRJ. NO. - .SCALE, 0110 -04501 1 0110 - 04 (A9 NOTED 50' NOTES 1. REPRESENTATION OF BOUNDARY LINES ARE GRAPHICALLY SHOWN FOR USE IN INTERPRETING THE- DATA. THIS REPRESENTATION IS BASED UPON INFORMATION PROVIDED BY THE CLIENT OR AS AVAILABLE FORM TAX ACESSOR'S RECORDS AND SHOULD NOT BE RELIED.. UPON AS A BOUNDARY SURVEY. 2. DIVISION. OF LAND FOR LEASE OR OTHERWISE SUBJECT TO REGULATIONS CONTAINED IN RCW 58.17. - 3. THE INFORMATION DEPICTED ON THIS MAP REPRESENTS THE RESULTS OF A SURVEY MADE ON DATE INDICATED AND CAN BE CONSIDERED AS INDICATING THE GENERAL CONDITION EXISTING AT THAT TIME. 4, VTILITY LOCATIONS SHOWN HEREON ARE BASED UPON ASBUILT FIELD LOCATION OF EXISTING STRUCTURES. 5. THE CONTRACTOR SHALL VERIFY THE EXACT LOCATION, ELEVATION AND SIZE OF EXISTING UTILITIES PRIOR TO CONSTRUCTION. GRAPHIC SCALE 1" = 30' 5 INSTRIIMFNTATION AND PROOFDIIRE INSTRUMENTATION: FOR THIS SURVEY WAS A LEICA RTC 1100 TOTAL STATION AND LEICA SYSTEM 300 CPS. PROCEDURES USED IN THIS SURVEY WERE FIELD TRAVERSE - - SAND STATIC OCCUPATIONS MEETING OR EXCEEDING STANDARDS SET BY WAC 332 - 130 -090, 30 1 PROJECT: 1SE _ SCISC HWY 99 4 HWY 599 11030 EAST MARGINAL WAY TUKWILA, UUA 98168 61.15DI51610N 6ITE CODE 980. NO. 155 SC18C 8501 3 60 a = 1'04'55" b = 21' CB GPM LEGAL DESCRIPTION GA LEGEND CB ❑ - - -- CATCH BASIN FH y - - -- FIRE HYDRANT CM ® - - -- GAS METER GPM H - - -- GAS PAINT MARK GA —2 - - -- GUY ANCHOR LS tf - - -- LIGHT STANDARD SDMH Sj - - -- STORM DRAIN MANHOLE PP 0 - - -- POWER POLE TP 0 - - -- TELEPHONE POLE WV - - -- WATER VALVE YD o - - -- YARD DRAIN THAT PORTONOF THE SOUTHWEST QUARTER OF SECTION 3, TOWNSHIP 23 NORTH, RANGE 4 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT THE INTERSECTION OF THE SOUTH LINE OF SECTION 3, TOWNSHIP 23 NORTH, RANGE 4 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON, AND THE CENTERLINE OF THE OLD SEATTLE TACOMA INTERURBAN RAILWAY RIGHT OF WAY; THENCE NORTH 76'42'05" EAST 50.00 FEET. ON. A - RADIAL -OF THE CURVE OF SAID RIGHT OF WAY TO A. POINT. ON THE NORTHWESTERLY MARGIN THEREOF; - -- - THENCE NORTHWESTERLY ON A CURVE TO THE LEFT WITH A RADIUS OF 2914,93 FEET A DISTANCE OF 48.42 FEET TO AN INTERRSECTION WITH NORTH LINE OF THE CEDAR RIVER PIPE LINE RIGHT OF WAY- AND THE TRUE POINT OF BEGINNING; - THENCE NORTHWESTERLY ON SAID CURVE TO THE LEFT 337,90 FEET TO A POINT OF TANGENCY; THENCE NORTH 20'53'36,5" WEST 213,283 FEET TO THE LINE OF AN EXISTING CONCRETE WALL; THENCE NORTH 68'48'07" EAST ALONG THE SOUTHERLY SIDE OF SAID WALL AND SAME PRODUCED A DISTANCE OF 350.005 FEET; THENCE ON A CURVE TO THE RIGHT WITH A RADIUS OF 3264,93. FEET A. DISTANCE OF 482.10 FEET TO AN INTERSECTION 8418 THE NORTH LINE OF THE CEDAR RIVER PIPE LINE RIGHT OF WAY; THENCE NORTH 78'41'10" WEST 363.46 FEET ALONG SAID NORTH LINE TO THE TRUE POINT OF BEGINNING, CLIENT: Amor Wireless Services 617 Eastlake Avenue E. Seattle, WA 98109 TOP OF LIGHT ❑ C9 CEDAR RIVER PIPE LINE RIGHT-OF--WAY CONSULTANT: .201 1'1666 66th. Ave. 9wra BO -538 151, Canada TEL (604, 614-6432 PAX 1604) 614.6431 TOLL FREE 1 811 - 348.4046 ENGINEERING- EMAIL, malletrkenzaom ❑ CB TOP OF LIGHT ELEV. =51.1' GEOGRAPHIC LOCATION TOP OF EXISTING TOWER NAD 27 NAD 83 LAT 47'30'12.6779" LAT 47'30'12.0350" LONG 12217'07.7317" LONG 12217'12.1768" NAVD 29 ELEV.= 133.84' AT TOP OF EXISTING TOWER ELEV.= 11.8' AT BASE OF EXISTING TOWER NAVD 88 ELEV.= 137.40' AT TOP OF EXISTING TOWER ELEV.= 15.4' AT BASE OF EXISTING TOWER BASIS OF BEARING MERIDIAN: W.S.P.C.S. NORTH ZONE NAD 83 W.S,D.O.T, MONUMENTS STATIONS HC17 -5 AND HC17 -3. VERTICAI DATUM NAVD 88 WASHINGTON STATE PLANE COORDINATE SYSTEM NORTH ZONE NAD 83 BENCH MARK ORTHOMETRIC HEIGHTS WERE DERIVED FROM PUBLISHED ELLIPSOID HEIGHTS ON W.S.D.O.T. MONUMENTS STATIONS HC17 -5 AND 9C17 -3. TBM -A TOP SOUTHEAST CORNER OF CONCRETE SLAB 130 SOUTHEAST OF EXISTING TOWER. ELEV.= 16.55' 5066 RBM APR 04/01 FND, 1/2" IRON PIPE, 00WN 0.6', (3 -8 -01)