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Home My WebLink AboutPermit D03-149 - T-MOBILET- MOBILE 14220 INTERURBAN AVENUE SOUTH D03 -149 doc: Devperm Water Main Extension: City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Parcel No.: 3365901881 Permit Number: D03-149 Address: 14220 INTERURBAN AV S TUKW Issue Date: 08/01/2003 Suite No: Permit Expires On: 01/28/2004 Tenant: Name: T- MOBILE Address: 14220 INTERURBAN AV S, TUKWILA, WA Owner: Name: FAIRWAY CENTER ASSOCIATES Address: C/O HALLISSEY R 3 CO INC, 12835 BEL -RED RD #140 Contact Person: Name: JUSTIN ABBOTT Address: 1530 WESTLAKE AV N, #600, SEATTLE, WA Contractor: Name: WESTOWER COMMUNICATIONS, INC Address: 9961 SIDNEY HAYES ROAD, ORLAND FL Contractor License No WESTOCI97TJ8 DESCRIPTION OF WORK: INSTALLATION OF A WIRELESS COMMUNICATIONS FACILITY ON AND ADJACENT TO AN EXISTING BUSINESS BUILDING CONSISTING OF THREE PANEL ANTENNAS MOUNTED TO PARAPET WALLS WITH ASSOCIATED RADIO EQUIPMENT WITHIN A FENCED AREA (8X16) Value of Construction: $ $55,000.00 Fees Collected: $1,124.44 Type of Fire Protection: Uniform Building Code Edition: 1997 Type of Construction: Occupancy per UBC: 0012 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: N Hauling: N Start Time: End Time: Land Altering: N Volumes: Cut 0 c.y. Fill 0 c.y. Landscape Irrigation: N Moving Oversize Load: N Start Time: End Time: Sanitary Side Sewer: N Sewer Main Extension: N Private: N Storm Drainage: N Street Use: N Profit: N N DEVELOPMENT PERMIT Private: N D03 -149 Phone: Phone: 206 790 -4655 Phone: Expiration Date: 12/07/2004 Public: N Non - Profit: N Public: N Printed: 08 -01 -2003 ' �l Water Meter: N doc: Devperm City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 ** Continued Next Page ** D03 -149 Printed: 08 -01 -2003 Permit Center Authorized Signature: I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit. Signature: doc: Devperm City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 D03 -149 Date: 8' /' -d� Date: % / t b Print Name: � "�S � r '1 A-b b This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. Printed: 08 -01 -2003 City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 PERMIT CONDITIONS Parcel No.: 3365901881 Permit Number: D03-149 Address: 14220 INTERURBAN AV S TUKW Status: ISSUED Suite No: Applied Date: 05/16/2003 Tenant: T- MOBILE Issue Date: 08/01/2003 1: ** *BUILDING DEPARTMENT CONDITIONS * ** 2: No changes will be made to the plans unless approved by the Engineer and the Tukwila Building Division. 3: Electrical permits shall be obtained through the Washington State Division of Labor and Industries and all electrical work will be inspected by that agency (206 - 835 - 1111). 4: All permits, inspection records, and approved plans shall be available at the job site prior to the start of any construction. These documents are to be maintained and available until final inspection approval is granted. 5: All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1997 Edition) as amended, Uniform Mechanical Code (1997 Edition), and Washington State Energy Code (1997 Edition). 6: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 7: Validity of Permit. The issuance of a permit or approval of plans, specifications, and computations shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinance of the jurisdiction. No permit presuming to give authority to violate or cancel the provisions of this code shall be valid. 8: ** *PUBLIC WORKS DEPARTMENT CONDITIONS * ** 9: Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation off -site or into existing drainage facilities. 10: Applicant shall contact PUBLIC WORKS at (206)433 -0179 and submit a revision if any sewer, water or storm drain line(s) need to be relocated as a result of this development. 11: ** *FIRE DEPARTMENT CONDITIONS * ** 12: The attached set of plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 13: The total number of fire extinguishers required for your establishment is calculated at one extinguisher for each 3000 sq. ft. of area. The extinguisher(s) should be of the "All Purpose" (2A, 10B:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (NFPA 10, 3 -1.1) 14: Portable fire extinguishers shall be securely installed on the hanger or in the bracket supplied, placed in cabinets or wall recesses. The hanger or bracket shall be securely and properly anchored to the mounting surface in accordance with the manufacturer's instructions. The extinguisher shall be installed so that the top 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. doc: Conditions D03 -149 Printed: 08 -01 -2003 Signature: Print Name: doc: Conditions City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 I Tukwila, WA 98188 / (206) 431 -3670 15: Extinguishers shall be located so as to be in plain view (if at all possible), or if riot 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) 16: Clear access to fire extinguishers is required at all times. They may not be hidden or obstructed. (NFPA 10, 1 -6.5) 17: Install an emergency power shut -off switch, labeled and located in a clearly visible location. 18: Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation, 19: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other work or local laws regulating construction or the performance of work. ' M L A . 3 + ► / -4o --- D03 -149 Date: B / .I u 3 Printed: 08 -01 -2003 �l.. -02 7 SITE LOCATIO Site Address: 11+ 2.2. 0 =A-Fe r IA.✓ bQ. A- v e.. S . Suite Number: Floor: ■ Tenant Name: T — Moo 1 t t New Tenant: INI .... Yes 0 ..No Property Owners Name: 0' k t e..-re 'D e' C 1 o p rh e' c p. Mailing Address: '" 9 0 0 5 E z . % " h S -t . ' - 1 -F 0 b Piercer xs . t...141 9$ 0 L} City State Zip Company Name: Contact Person: E -Mail Address: CITY OF TUKWIL4 Community Development ..partment Public Works Department Permit Center . 6300 Southrenter Blvd., Suite 100 Tukwila, WA 98188 ARCHITECT: OF IRECO Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. * *Please Print ** T8D (a. ;ss e • Company Name: S c .w C aS Contact Person: E -Mail Address: Vppticationi\permit application (3.2003) 3/2003 Page I King Co Assessor's Tax No.: 33 65 901 a 8 I ::ill, plans inns! bewet stamped by : Recor ENGINEER OF: RECORD : -A11 plans must be wet stumped by Engineer; of Recur State Name: ✓\ A bb o - t Day Telephone: (7-0‘) I 0 - 4 465 Mailing Address: 1530 cam)e.s+1akt A VC• r. * S A- 991 State Zip City E -Mail Address: b*1 QA oja■r: s 5 Ito p . e•w Fax Number: (Q 32 ..- 1 3 Mailing Address: Zip City Day Telephone: Fax Number: Contractor Registration Number: Expiration Date: **An original or notarized copy of current Washington State Contractor License must be presented at the time of permit issuance ** Company Name: T TZ. Ic E d; H e e r in Mailing Address: 1 - '1 6$ %— `t.-s k J4ye flo 2 -b I S A. e r t S C.. V3 6 '7 )4i C o ct tr . Cit State Zip Contact Person: C. h r i S '$ a r r c - Day Telephone: L 04 5 '1 4 - 4 3 2 E -Mail Address: -1-rk . v q . C 0 w% Fax Number: 't 1% 6 4 3 1 Mailing Address: City State Zip Day Telephone: Fax Number: Valuation of Project (contractor's bid price): $ 5 5 0 0 0 1 Existing Building Valuation: $ Scope of Work (please provide detailed information): = v.+ s-t- I tek„h 0 d a L% I I e S c.o Ai" W,Hi c,t,` .S 4 0 %.c. i t. -i e, to 4.,. ccdj e c. th+- +0 c1/4 v, e>c i s -1-i A, b ..._s ‘t +A. e s s 17 �. t t AI h. - co Ks;s4 1r. o 4 - 4 -k. re_ e ck•h.. g A. - t - c.n.NQS ! � a 1 u�r -kJ. t-o 7 .., Z-. J0.145 t o`ssoet 0..-4-c 6( r 4to e.AZ()wtePt- .J( ti a - ccvkccol arec& 8 UO cQu ' Will there be new rack storage? p ..Yes ❑ .. No If "yes ", see Handout No. for requirements. PLANNING DIVISION: Single - family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area for accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: 'applications\permit application (3.2003) 3/2003 Provide All Building Areas in Square Footage ,Below • • Will there be a change in use? ❑ ....Yes ❑ ..No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ❑..Sprinklers ❑..Automatic Fire Alarm ❑..None ❑ . Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑..Yes 0.•No If "yes", attach list of materials and storage locations on a separate 8 -1/2 x I I paper indicating quantities and Material Safety Data Sheets. Page 2 Compact: Handicap: Existing . Interior • Remodel _ Addition to Existing , Structure New Type of Construction per UBC Type of Occupancy per UBC 1 " Floor 2" Floor t . 3Y Floor Floors ` thru Basement Accessory Structure' Attached Garage • Detached Garage , Attached Carport Detached Carport Covered Deck Uncovered Deck Valuation of Project (contractor's bid price): $ 5 5 0 0 0 1 Existing Building Valuation: $ Scope of Work (please provide detailed information): = v.+ s-t- I tek„h 0 d a L% I I e S c.o Ai" W,Hi c,t,` .S 4 0 %.c. i t. -i e, to 4.,. ccdj e c. th+- +0 c1/4 v, e>c i s -1-i A, b ..._s ‘t +A. e s s 17 �. t t AI h. - co Ks;s4 1r. o 4 - 4 -k. re_ e ck•h.. g A. - t - c.n.NQS ! � a 1 u�r -kJ. t-o 7 .., Z-. J0.145 t o`ssoet 0..-4-c 6( r 4to e.AZ()wtePt- .J( ti a - ccvkccol arec& 8 UO cQu ' Will there be new rack storage? p ..Yes ❑ .. No If "yes ", see Handout No. for requirements. PLANNING DIVISION: Single - family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area for accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: 'applications\permit application (3.2003) 3/2003 Provide All Building Areas in Square Footage ,Below • • Will there be a change in use? ❑ ....Yes ❑ ..No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ❑..Sprinklers ❑..Automatic Fire Alarm ❑..None ❑ . Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑..Yes 0.•No If "yes", attach list of materials and storage locations on a separate 8 -1/2 x I I paper indicating quantities and Material Safety Data Sheets. Page 2 Compact: Handicap: Scope of Work (please provide detailed information): Water District ❑ ...Tukwila 0...Water District #125 ❑ ... Water Availability Provided Sewer District ❑ ...Tukwila ❑... ValVue ❑ .. Renton ❑ ...Seattle ❑ ...Sewer Use Certificate 0... Sewer Availability Provided ❑ .. Approved Septic Plans Provided ❑ ...Septic System - For onsite septic system, provide 2 copies of a current septic design approval by King County Health Department. Submitted with Application (mark boxes which apply)! ❑...Civil Plans (Maximum Paper Size — 22" x 34 ") ❑ ...Technical Information Report (Storm Drainage) ❑ ...Bond ❑ .. Insurance ❑ .. Easement(s) Proposed Activities (mark boxes that apply): ❑ ...Right -of -way Use - Nonprofit for less than 72 hours ❑ ...Right -of -way Use - No Disturbance ❑ ...Construction/Excavation/Fill - Right -of -way Non Right -of -way ❑ ...Total Cut ❑ ...Total Fill ❑ ...Sanitary Side Sewer ❑ ...Cap or Remove Utilities ❑...Frontage Improvements ❑ ...Traffic Control ❑ ...Backflow Prevention - Fire Protection Irrigation Domestic Water ❑...Permanent Water Meter Size... ❑ ...Temporary Water Meter Size.. ❑ ... Water Only Meter Size ❑ ...Sewer Main Extension Public ❑ ... Water Main Extension Public FINANCE INFORMATION Fire Line Size at Property Line ❑ ... Water ❑ ...Sewer Monthly Service Billing to: Name: Mailing Address: Water Meter Refund/Billing: Name: Mailing Address: 4pplicatioru1permit application (3 312003 cubic yards cubic yards I' Call before you Dig: 1- 800 -424 -5555 Please refer: to Publie' Works Bulletin #1 for fees and estimate sheet. ❑ .. Abandon Septic Tank ❑ .. Curb Cut ❑ .. Pavement Cut ❑ .. Looped Fire Line WO# WO# WO# Private Private Page 3 ❑ .. Highline ❑ ...Renton ❑ .. Geotechnical Report ❑...Traffic Impact Analysis ❑ .. Maintenance Agreement(s) ❑...Hold Harmless ❑ .. Right -of -way Use - Profit for less than 72 hours ❑ .. Right -of -way Use — Potential Disturbance ❑ .. Work in Flood Zone ❑ .. Storm Drainage Number of Public Fire Hydrant(s) ❑ ...Sewage Treatment ❑ .. Grease Interceptor ❑ .- Channelization ❑ .. Trench Excavation ❑ .. Utility Undergrounding ❑ - ..Deduct Water Meter Size Day Telephone: City • State City State zip Zip Day Telephone: Unit Type:" . Qty Unit Type: Qty Unit Type: • . Qty • Boiler /Compressor: Qty Furnace <100K BTU Air Handling Unit >= 10,000 CFM Other Mechanical Equipment 0 -3 HP /100,000 BTU Furnace >I00K BTU Evaporator Cooler 3 -15 HP /500,000 BTU Floor Furnace Ventilation Fan 15 -30 HP /1,000,000 BTU Suspended/Wall/Floor Mounted Heater Ventilation System 30 -50 HP /1,750,000 BTU Appliance Vent Hood 50+ HP /1,750,000 BTU Heat/Refrig/Cooling System Incinerator - Domestic Air Handling Unit <= 10,000 CFM Incinerator – Comm/Ind f ' 'MECHANICAL PERAnT1NF t OR' ;TION . 4"20 6 - 431.3670 .Ill .�Yr .. ,, ,•)(� v \� � .'/' •:�. .i�= 't�•1: MECHANICAL CONTRACTOR INFORMATION Company Name: Mailing Address: Contact Person: E -Mail Address: Contractor Registration Number: Expiration Date: **An original or notarized copy of current Washington State Contractor License must be presented at the time of permit issuance ** Valuation of Project (contractor's bid price): $ Scope of Work (please provide detailed information): Use: Residential: New .... (] Replacement .... 0 Commercial: New .... 0 Replacement .... p Fuel Type: Electric 0 Gas ....0 Other: Indicate type of mechanical work being installed and the quantity below: uCATION'NOTE =:: , Iicableao all periq� i Value of Construction – In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review – Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING 0 R OR AUTHORIZED AGENT: Signature: // Day Telephone: �zO6) — 7 1 D 655 Mailing Address: t 5 3 0 (-Jet -+-la ke /4 fJ. 1t o O S e,a- -' Le. c. J ft- 1 $ (0 i Print Name: H # L 17 o tapplicationstpermit application (3 -2001) 3/2003 Page 4 City State Zip Day Telephone: Fax Number: Date: 5/l(..jO3 City State Zip Date Application Accepted: /c 3 Date Application Expires: / /— / ;d 3 Staff Initials: srs tth iL uS 1w % ; e.:1 Z RECEIPT 1.. � w Parcel No.: 3365901881 Permit Number: D03 -149 J 0 Address: 14220 INTERURBAN AV S TUKW Status: PENDING 0 0 Suite No: Applied Date: 05/16/2003 = Applicant: T- MOBILE Issue Date: ,9 H (/) w 0 Receipt No.: R03 -00608 Payment Amount: 441.19 g 5 toD Initials: SKS Payment Date: 05/16/2003 04:04 PM = a User ID: 1165 Balance: $683.25 F' w Z Zo O • N O i` w w . Payee: ACCOUNT ITEM LIST: Description doc: Receipt City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 T- MOBILE USA INC TRANSACTION LIST: Type Method Description Amount u O Payment Check 1516967 441.19 PLAN CHECK - NONRES Account Code Current Pmts 000/345.830 441.19 Total: 441.19 0809 05/20 971.6 TOTAL 441.19 Printed: 05 -16 -2003 w U = O ~ z City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 '}- w Ili J0 O 0 0) w I w W w 0 2 Receipt No.: R03 -00944 Payment Amount: 683.25 g 5 Initials: SKS Payment Date: 08/01/2003 04:15 PM = w = H User ID: 1165 Balance: $0.00 Z H IF-- 0 ZI-- w w U� O- [I E- TRANSACTION LIST: w w Type Method Description Amount I" H u- O Payment Check 011026 683.25 ujZ UN F- _ O 1- RECEIPT Parcel No.: 3365901881 Permit Number: D03 -149 Address: 14220 INTERURBAN AV S TUKW Status: APPROVED Suite No: Applied Date: 05/16/2003 Applicant: T- MOBILE Issue Date: Payee: ACCOUNT ITEM LIST: Description doc: Receipt T- MOBILE BUILDING - NONRES 000/322.100 STATE BUILDING SURCHARGE 000/386.904 Account Code Current Pmts 678.75 4.50 Total: 683.25 00/05 9716 TOTAL 683.25 Printed: 08 -01 -2003 Z Prole h , , , Type of Inspec ion: Add f• . J Date Called: Special nstructions: i -- 4/1 . /0 (. 3 O Date Wanted: a,rpt 01.00 p.m. Requester: /� U( � f na- Phone No: Icil - x'77 2-- INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. El Corrections required prior to approval. COMMENTS: c003 v n�spe t eipt No,: Date. Date: 7.00 REINSPECTION FEE EQUIRED. Pri (to inspection, fee must be aid at 6300 Southcenter BI d., Suite 10t CaII to schedule reinspection. _4g Project: 1 11/1,94,4.e< - T of Inspection: r 0 L/t ( ; C ,,) Address: .--- I '42 ' ..,-1-46-01 c e,-� , L? Date Called: �4�1. S. ' / 4/ Special Instructions: Date Wanted. S �t P.m. Requester: D 1e P ( U( ! ! — U (se INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. COMMENTS: Ipt No.: INSPECTION RECORD Retain a copy with permit FP Corrections required prior to approval. 7.00 REINSPECTION FEE RE + UIRED. Prior t4 inspection, fee must be • i d at 6300 Southcenter Blvd., Suite 100. Call o schedule reinspection. e *'' Date: Project Name Address (L4 21 0 11,1- , . ky / Retain current inspection_ schedule _ Needs shift inspection (../ without correction notice Approved with correction notice issued Sprinklers: Fire Alarm: Alarm: Hood & Duct: Halon: Monitor: Pre-Fire: Permits: City of Tukwila Fire Department t4 . ,470 Authpri zed Signature TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM Permit No. FINALAPP.FRM Rev. 2/19/98 Steven M. Mullet, Mayor Thomas P. Keefe, Fire Chief / Date Suite # z_ o T.F.D. Form F.P. 85 Headquarters Station; 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206-575-4404 • Fax: 206-575-4439 • r".1 Client Seneca Project Museum of Fli Lo Expansion Test Method ASTM D 1557 Method C / ASTM C 127 / D4718 (if needed) Wet Preparation Dry Preparartion Date Received Source of Sample: 142.0 140.0 138.0 136.0 H 134.0 O 132.0 130.0 128.0 126.0 Proctor£ 247/9/4/2003 Hand Tamper Mechanical 9/2/2003 Description of Sample: Brown silty sand with gravel Zero Void line plotted at SpG 2.7 Max. Density Uncorrected 134.0 Jobsite (Excavated fill) Moisture Density Relationship Test 0 0 2.0 4.0 6.0 8.0 Water Content, % of dry Weight SEP 1 3 2003 BUILDING DEPARTMENT X Date Project Number Lab Number Optimum Water Content % Max Dry Density ColT. lbs /ft Sieve Size 10.0 3/4 3/8 #4 Test Results Sieve Analysis 12.0 8247 7.5 136.5 Percent Retained 10 23 35 Reviewed'By: Information in this report ap . s } }ly �t ,act al samples tested and shall not be reproduced except in full, �itt out the approval of Mayes Testing IE . I ;;� t ; �+L . ° Engineers, Inc. MAYES TESTING ENGINEERS "We Make a Difference" w. Fu' b. i. C:%. �v riL�7aLh. alrtinxAf.Ct«."..�1 {'�G:. 14.0 iI!Iuiiii '.:= - -, - € ; E EE 11111111117 . ■ . 1 -1:■ ■ ■ 1111. :■ ■ .: ■ 11.6.1 ■.a ■.■ : ■ ■ ■. ■ ■� ■ ■ ■E. .. ...E ■..11. ■ ■1■ ■:1111...■■ ■a..... ■ ■ -:: i." ■..a.:. .■. _ 1 . ..m. - a ■ . 16 :.... .........0 = 11 E .E . 11 BR 1: E8 : - :E. 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CC:E ' 1MI l aU ': - 11 1 - E 5 1 l 1 11-: : Gi: . . ,1: • • r E ■..E:E ■E1 mamma. ■:E ■:�. . ■1E. 1::3.1::1 .. . 1... . 6666... 1 .1 tiM : r _ U � EGG 11 ; ± 1i i . 1i .. ■s " ; E 11 11 I :I!EIIh'aE m u' 11111.11.:. j� i www um 1■ I -i■,1 -' 1--; ij- -(_ i : T . - -- - - I - +-{-l--i -. _: _;.�.11=� � r -1 - 4 -4:4 -1 . - 1- 1 - -r -1 {- ~4 ; 1 i 1 - , Client Seneca Project Museum of Fli Lo Expansion Test Method ASTM D 1557 Method C / ASTM C 127 / D4718 (if needed) Wet Preparation Dry Preparartion Date Received Source of Sample: 142.0 140.0 138.0 136.0 H 134.0 O 132.0 130.0 128.0 126.0 Proctor£ 247/9/4/2003 Hand Tamper Mechanical 9/2/2003 Description of Sample: Brown silty sand with gravel Zero Void line plotted at SpG 2.7 Max. Density Uncorrected 134.0 Jobsite (Excavated fill) Moisture Density Relationship Test 0 0 2.0 4.0 6.0 8.0 Water Content, % of dry Weight SEP 1 3 2003 BUILDING DEPARTMENT X Date Project Number Lab Number Optimum Water Content % Max Dry Density ColT. lbs /ft Sieve Size 10.0 3/4 3/8 #4 Test Results Sieve Analysis 12.0 8247 7.5 136.5 Percent Retained 10 23 35 Reviewed'By: Information in this report ap . s } }ly �t ,act al samples tested and shall not be reproduced except in full, �itt out the approval of Mayes Testing IE . I ;;� t ; �+L . ° Engineers, Inc. MAYES TESTING ENGINEERS "We Make a Difference" w. Fu' b. i. C:%. �v riL�7aLh. alrtinxAf.Ct«."..�1 {'�G:. 14.0 144.0 142.0 140.0 o 134.0 132.0 I III I I IEII II : ' II II E iiIEPPHiL: i '■C- CC:Q■� = I ■ ■ :_■ : -■ . :: Ei::::i ■■■■ II ■.... Q o ::: -- - U . ■ . . ■ = :: Q ■. ■ ■ . IN -� :- C : : ■■■ : ■ ■ ■■ E - E..E - ■..: • Q rno ■ ■ :: ■■ : ■.■ :: E.: ■ i S: 5 ■■ . ' :■O :: .■. .5. mum on ■ - 5 ■:.5 T S...:. ■■C um - txau : �i D • i - - ■ - r1srty ■ E - . ■�■■■ ■■ a_ __ : ■ - :: - - - - I NB MM al M M MR � - MI MIME in ffiffiMII MUM= ISM M �- - n ■■■ t I. r :: �- ■ ■ ■ E t Y " 5 M 11111:111M i:: 1 I MI . 'Q al III iI i I"E'!Iw ' : E s5!' S E 65 :■ C : -� E : ■ C6 ' -- -1 _ . . :: : all mom IMMO "MM. 1 _ ■. . i ' Q -■: 5. ■.■ tttt E CC:E::6g6C. E �E = Q.:BE� - 5 5� ■ :.. ■ -■: - ■■ C: =. ■:QC' r �-- 1111 ■..::::: ■--■ ::- ■ :' .I■ :' :Q - -■ - :gym E 5E : E : . . ■. ,��, ■�l�t :■. "': o ■. : s u 5■ ■ ■� .�E . ! - - G ont . . ■ n � � � Q : E: 5 i, : MP - E - t I = :Git ■ MAW ' _.._ -1- - I _ _� -+- - .. ____ _i< i { MI . ..�E : t ■. ■■ . - - - - M- 6a . E' ■ - } I :: .■ : nn manna m - no --1 -4. 130.0 r 1 {l I j 1177- !I ! I 1--r-r-1 ! r -1 _; - :.- { --- {- -- I - H - rt - t - --,-- - 00 20 4.0 60 8 10.0 12.0 Water Content, % of dry Weight -- Client Project Test Method Proc tor8249/9/5/2003 Seneca Date Museum of Flight Lobby Expansion Project Number ASTM D1557 Method C / ASTM C 127 / D4718 (if needed) Lab Number Wet Preparation Hand Tamper Dry Preparartion X Mechanical Date Received 9/3/2003 Source of Sample: Jobsite Description of Sample: Brown silty sand with gravel Zero Void line plotted at SpG 2.7 Max. Density Uncorrected 136.1 Moisture Density Relationship Test X Reviewed Y: Information in this report applies only to the actual samples tested and shall not be reproduced except in ful i „'." �'i ' Engineers, Inc. . r M t etwu I�irrl SEP 1 6 Z003 DEPARTMENT 3/4 3/8 #4 I Sieve Analysis E3 74 8249 Test Results Optimum Water Content % 7.0 Max Dry Density Corr. lbs /ft' 139.5 Sieve Size Percent Retained 14 31 44 out the approval of Mayes Testing MAYES TESTING ENGINEERS "We Make a Difference" MAYES TESTING ENGINEERS, INC Project : Client: Museum of Flight Lobby Expansion Seneca Real Estate Group, Inc. Client Address: 1201 Third Avenue Suite 2350 Seattle, WA 98101 -8101 Contractor: Air Temperature: Weather: Product: Supplier: Ticket Number : MixDesign ID : Sample Temp. (ASTM C1064) 77 °F 4" [Date Receive 8 -28 -03 Water I Cement Ratio: 0.408 Sellen Construction 65 °F Partly Cloudy Concrete Cadman 407564 340161 Slump (ASTM C143) [Placement Location and Notes Entrained Air (ASTM C231) Piers: N1 /A, E1.1 /EA, E1.1 /EB and E1.1 /EC. FIEL (ASTM C3 D DATA 1 and C172) Actual I Mix Proportions: Ingredient Coarse Aggregate 3/4" Coarse Aggregate 3/8" Fine Aggregate Water Fly Ash Cement WRA D esign Strength (Pc): Everett Office 917 - 134th Street SW Suite A -1 Everett, WA 98204 ph 425.742,9360 fax 425.745.1737 Project No: E3074 Issued on: 9 -4 -03 Permit # (s): -Do I Li 9 5 Original: Revised: ❑ Weight (per cu.yd) 1,416.0 694.0 1,294.0 227.0 136.0 420.0 40.0 lbs lbs lbs lbs lbs lbs Oz 4000 Psi @ 28 days va COMPRESSION TEST RESULTS (ASTM C39. C1231, and C617 when applicable) Date Made Sample # Lab # Date Tested Age (day) Load (Ibs) Size (in) Dia (in) Surface Area Strength (psi) Failure Code L8/27/2003 [ 0002 155844 F 9/3/2003 1 7 J[ 114770 16 x 12 15.991 1 28.181 L4070 I � -] L8/27/2003_1_ 0002 j 55845 ' 9/24/2003 ] 28 lI 1 6 x 12 i[ I J F I L_ 1 L 8/27/2003ji 0002 155846] 9/24/2003 1 28 J[ 16 x 12 ]I _ _ I I J [- ^ _ I [ L8/27/2003 0002 1 55847 10/22/2003] 56 II 16 x 12 ]L �1 [_ _] [ � Remark: Inspector(s): C.Trip Edgerton Tested by: Chris Pratt Reviewed by NOTES: Failure descriptions for samples tested with neoprene pads are not reported. S = Shear, C = Cone, CSp = Cone and Split, CSh = Cone and Shear, Col = Columnar FC - Field Cure Michael S. Dolder, P.E. Technical Director SEP 1 nO3 BUILDING N? Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, Inc. MTE Form #150, Rev 3, 7.0 MAYES TESTING ENGINEERS, INC. MTE No.: Project: Address: Permit #: Owner: Architect: Engineer: Contractor: Page 8 Date: Weather: Inspection: REVIEWED BY: E3074 MUSEUM OF FLIGHT LOBBY EXPANSION 9404 East Marginal Way S., Tukwila, WA D03 -149 (City of Tukwila) Museum of Flight NBBJ - Seattle MKA - Seattle Sellen Construction Co, Inc. 9/8/03 Partly Cloudy Reinforced Concrete alusha, P.E. Everett Office 917 -134th Street SW Suite A•1 Everett, WA 98204 ph 425.742.9360 tax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E -2 Tacoma, WA 98499 ph 253.584.3720 tax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 tax 503.281.7579 Observed Sellen Construction placing (14) cubic yards of Cadman concrete mix #340161 in F3 and F4 type column footings EC /C, EC /B, B.N1, and N1 /NA lines below 1S floor level after reinforcing steel inspection. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. INSPECTOR: Clyde Anderson RECEIVED SEP 1 5 2003 DE PARTME NT cc: Bldg Dept -City o ukwila, Julie Lawton- Museum of Flight, Barney Mansavage -NBBJ, Brian Glover -MKA, Al Bergman - Sellen MAYES TESTING ENGINEERS, INC. MTE No.: Project: Address: Permit #: Owner: Architect: Engineer: Contractor: Page 9 Date: Weather: Inspection: E3074 MUSEUM OF FLIGHT LOBBY EXPANSION 9404 East Marginal Way S., Tukwila, WA D03 -149 (City of : e ' a) Museum of Fligh NBBJ - Seattle MKA - Seattle Selien Construction Co, Inc. 9/9/03 Overcast Reinforced Concrete Everett Office 917 -134th Street SW Suite A -1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E -2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 Arrived at the Museum of Flight for inspection of reinforced concrete. The contractor is placing concrete in (5) column pedestals at E2 /EC, EC /E2.5, E1.5/N1, E2.5/N1, and N1 /EC. Reinforcing steel was correctly placed and clearances are per specification. Total (5Y2) yards of Cadman mix #340161 was placed from the truck by chutes and consolidated by mechanical vibrator. One column at N1/1.5 had to be rotated in place, due to improper layout of the initial dowels. MKA engineer, Andy Fry, was informed by Scott Petrie (Sellen Construction). Andy said that this would be acceptable as long as the dowels are within the column bands. This condition was found in compliance upon completion. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. REVIEWED BY: INSPECTOR: Mike Virgilio RECEIVED SEP 1 3 2003 tUtLO NG DEPARTMENT cc: Bldg Dept -City of Tukwila, Julie Lawton- Museum of Flight, Barney Mansavage -NBBJ, Brian Glover -MKA, Al Bergman - Sellen MAYES TESTING ENGINEERS, INC. -. E b E3074 SEP P 15 2003 MUSEUM OF FLIGHT LOBBY EXPANSiew 11,tt 9404 East Marginal Way S., Tukwila, WA LoPhTN D03 -149 (City of Tukwila) Museum of Flight V NBBJ - Seattle MKA - Seattle Sellen Construction Co, Inc. MTE No.: Project: Address: Permit #: Owner: Architect: Engineer: Contractor: Page 7 Date: Weather: Inspection: Inspected compaction of subgrade material in area 30' around column at A/N1. The material placed was 1 crushed recycled concrete. Water added to the fill material with a garden hose. All tests were 95% or above. Work is continuing in the area 30' around column at A/N1. Due to the size of the hole it is necessary to fill from the side of the hole since the Ho -Pac will not reach the entire hole. Entire hole brought up to 0' below finish subgrade and compacted. Every depth checked for compaction down to 6' below subgrade. Inspected compaction of subgrade material in area 15' around north water cut in at location N192,773.2 E1,638,767.8, and south water cut in at location N192,696.9 E1,638,810.6. Both locations filled with 1 crushed recycled concrete. Water added to fill material with a garden hose. All tests were 95% compaction or above. Continuous inspection performed. Proctor sample taken and transported to Everett laboratory. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. Date: 9/4/03 Weather: Sunny Inspection: Gathered soil samples (2) per pile for proctors. Tenny (Sellen) picked out the soil to be tested. Preliminary Inspection Pending testing results. REVIEWED BY: 9/3/03 Cloudy Soils ar A r alusha, P.E. INSPECTOR: Beorn Edmonds INSPECTOR: Jesse Kane cc: Bldg Dept -City of Tukwila, Julie Lawton- Museum of Flight, Barney Mansavage -NBBJ, Brian Glover -MKA, Al Bergman - Sellen Everett Office 917.134th Street SW Suite A•1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E -2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 Test # Location Depth or Elevation (feet) Laboratory Field Soil Type Description Maximum Dry Density OMC /o Wet Density Dry Density Moisture Content % Compac -tion % 1 area 30 ft. around column at A/N1 -5 128.0 10.0 122.2 110.9 10.2 96 1 1/4 inch recycled crushed concrete 2 area 30 ft. around column at A/N2 -4 128.0 10.0 125.0 112.2 11.4 98 1 1/4 inch recycled crushed concrete 3 area 30 ft. around column at A/N3 -3 128.0 10.0 122.9 110.6 11.1 96 1 1/4 inch recycled crushed concrete 4 area 30 ft. around column at A/N4 -2 128.0 10.0 123.5 110.9 11.4 97 1 1/4 inch recycled crushed concrete 5 area 30 ft. around column at A/N5 -1 128.0 10.0 127.3 113.8 11.8 99 1 1/4 inch recycled crushed concrete 6 area 30 ft. around column at A/N6 0 128.0 10.0 126.6 113.0 12.1 99 1 1/4 inch recycled crushed concrete 7 South Water cut in -1 128.0 10.0 124.2 112.3 10.6 97 1 1/4 inch recycled crushed concrete 8 South Water cut in 0 128.0 10.0 123.3 111.0 11.0 96 1 1/4 inch recycled crushed concrete 9 North Water cut in -2 128.0 10.0 127.1 113.4 13.7 99 1 1/4 inch recycled crushed concrete 10 North Water cut in -1 128.0 10.0 123.6 110.7 10.8 96 1 1/4 inch recycled crushed concrete MA YES TESTING ENGINEERS, INC 917 134th St. SW, Suite A -1 Everett, WA 98204 10029 S. Tacoma Way, Suite E -2 Tacoma, WA 98299 7911 NE 33 Drive, Suite 190 Portland, OR 97211 Specification Compaction and Material: recycle concrete 95% ASTM D 1557 (Modified Proctor) n ASTM D 698 (Standard Proctor) Type and Number of earth moving units: 1 - hoe Type and Number of Compaction units: 1 - Ho -Pac No. of Passes: 2+ Thickness of lift: 12 inches Method of Adding Moisture: garden hose Comments: El Ph 425.742.9360 Fax 425.745.1737 Ph 253.584.3720 Fax 253.584.3707 Ph 503.281.7515 Fax 503.281.7579 FIELD DENSITY TEST REPORT ASTM D 2922 / D 3017 (❑ El Project: MTE Project # Permit # Inspector: MTE Nuclear Gauge # In our opinion, fill generally meets specifications as indicated by test numbers: In our opinion, fill does not meet specifications as indicated by test numbers, and should be removed or reworked: Fill test meets specifications Contractor Advised Full -time observation ❑ Part -time observation Quality Control Sample:Test No.: Dry Density: Moisture %: MTE Form #113, Rev 4, 4/02 Page 1 of 1 Meuseum of Flight E3074 Date: 9/03/03 D03 -142 H. B. Edmonds 15 z z 6 U 00 U) J F U wO 2 Q z = W 0 2 j U Q 0 - ID F- w W U. w U= 0 z _i< November 10, 2003 Project No. 066 -3185 Permit No. D03 -149 City of Tukwila DEPARTMENT OF COMMUNITY DEVELOPMENT 6300 Southcentcr Boulevard Tukwila, Washington 98188 RE: Final Letter Regarding Fairway Center Cell Site 14240 Interurban Avenue South Tukwila, Washington To Whom It May Concern, In accordance with your request and authorization, we have performed special testing and inspection services for the above referenced project. The special inspections for this project were: • Epoxy Grouting To the best of our knowledge, all work which has been tested and/or inspected has been found to be in general accordance with the approved plans and specifications, engineering revisions, and Chapter 17 of the 1997 Uniform Building Code. If you have any questions or if we can be of further assistance, please do not hesitate to contact our office at (253) 939 -2500. Respectfully submitted, KRAZAN & ASSOCIATES, INC. William B. Throne Auburn Division Manager Pacific Northwest Region WBT\tr CC: SEATECH, INC. it\ azan ASSOCIATES, INC. NOV C M GEOTECHNICAL ENGINEERING • ENVIRONMENTAL CONSTRUCTION TESTING & INSPECTION NGINCERINGb / LUp4 Offices Serving The Western United States 1501 - -15` Street NW Suite 106 • Auburn, Washington 98002 • (253) 939 -2500 • Fax: (253) 939 -2556 0110r r...1 MICRO COM SYSTEMS LTD. ATTENTION The next image may be a duplicate of the previous image. Please disregard previous image. IT Please disregard previous 2 images. fl Please disregard previous 3 images. n Other: VIA al jr , November 10, 2003 Project No. 066 -3185 Permit No. D03 -149 City of Tukwila DEPARTMENT OF COMMUNITY DEVELOPMENT 6300 Southccnter Boulevard Tukwila, Washington 98188 RE: Final Letter Regarding Fairway Center Cell Site 14240 Interurban Avenue South Tukwila, Washington To Whom It May Concern, In accordance with your request and authorization, we have performed special testing and inspection services for the above referenced project. The special inspections for this project were: • Epoxy Grouting To the best of our knowledge, all work which has been tested and/or inspected has been found to be in general accordance with the approved plans and specifications, engineering revisions, and Chapter 17 of the 1997 Uniform Building Code. If you have any questions or if we can be of further assistance, please do not hesitate to contact our office at (253) 939 -2500. Respectfully submitted, KRAZAN & ASSOC' TES, INC. William B. Throne Auburn Division Manager Pacific Northwest Region WBT\tr cc: S$ATECH, INC. Offices Serving The Western United States 1501 - 15 Street NW Suite 106 • Auburn, Washington 98002 • (253) 939 -2500 • Fax: (253) 939 -2556 azan & ASSOCIATES, INC. NO. C s CONSTRUCTION NGINEERIN ON TEST NG & INSPECTION GEOTECHNI �M� vi� m1os ,,..l April 1, 2004 Justin Abbott 1530 Westlake Avenue North, #600 Seattle, WA 98109 RE: Permit Application No. D03 -149 14220 Interurban Avenue South Dear Permit Holder: City of Tukwila Department of Community Development Steven M. Mullet, Mayor Steve Lancaster, Director In reviewing our current records the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the Uniform Building Code and /or Uniform Mechanical Code, every permit issued by the Building Official under the provisions of this code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 180 days from the date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work is commenced for a period of 180 days. Based on the above, you are hereby advised to: This inspection is intended to determine if substantial work has been accomplished since issuance of the permit or last inspection; or if the project should be considered abandoned. If such determination is made, the Building Code does allow the Building Official to approve a one -time extension up to 180 days. Extension requests must be in writing and provide satisfactory reasons why circumstances beyond the applicants control have prevented action from being taken. In the event you do not call for the above inspection or request and receive an extension prior to May 10, 2004, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, Stefania Spencer Permit Technician Xc: Permit File No. 003 -149 Bob Benedicto, Building Official 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206-431-3670 • Fax: 206 - 431 -3665 z w j O 00 W 0 CO W W = N W O • }} g u-¢ tn I I... W Z = I— O Z W O • N • Call the City Of Tukwila Permit Center at (206) 431 -3670 to arrange for the next or final 0 I— inspection. W • U H � O W z o O ~ z May 15, 2003 TRK Engineering Ltd. Suite 201, 17688 — 66th Ave. Surrey, BC V3S 7X1 (604) 574 -6432 Fax (604) 574 -6431 e -mail: mailetrkeng.com VOICESTREAM WIRELESS 19807 North Creek Parkway North, Suite 101 Bothell, WA 98011 Re: SE3563D 151s and 62n / Fairway Center understand that the Plan Check approvals are o f TRK Engineering Ltd. has designed a cell site for the above referenced project. The proposed radio equipment will be located on a slab on grade beside the existing building. The antennas will be mounted on the roof of the building and will be connected to the building's exterior pre -cast concrete panels. Based on our review, the existing pre -cast concrete panels have sufficient capacity to support the proposed antenna loading. If you have any questions, please do not hesitate to call. Regards, TRK Engineering Ltd � c (( . ! ''7 y 1 ! y1 ' 37904 111,4. Fabio Manarin, PE ? cr.FMS11// Washington PE Reg. No. 37904 -.. C O F�TUK WILA MqY 16 2003 PERMr cENrER of TUKWitA AppR0+ D JUL 2 5 2003 Pk,S 1401E1) 19807 North Creek Parkway N Suite 101 Bothell, WA 98011 151St and 62 / Fairway Center (SE3563D) Cellular Installation Design Calculations Prepared By: Suite 201 – 17688 66 Ave. Surrey, B.C. V3S 7X1 Tel: (604) 574-6432 Fax: (604) 574-6431 Email: mail@trkeng.com ENGINEERING Reviewed By: imins11/06/e — MAY 1 5 2003 5 •Vr Vms,r,,r01,Kr.• DESIGN PARAMETERS ANTENNA MOUNT DESIGN GM Of APPROVED 301. 25 M13 .s EU nv,to.v...341 4 I4 ENGINEERING rto.1 CLAssesi : C■76- 151 62! 142.4o 1.-4,3 AQE 5, - TUKWILA ' 9' DG.A.4) loos-OS . 1%v_o* c"4Sik-46-7 t■101/4 Ql.:r(1"ca mt. sr A(P—Tcfz".V.JA—T 5vv■S m6s-lq-xsDect \NIT 'a- 32,..\t•b5 \pJ t i- Ptt cc, 9 , 2.o ts DATE: DESIGN. , sr L 0 0 PROJECT: 7/ 12: 4" PAGE s22..16 'e_16 34\7 I6c & \■likir SAO 'SO A"pi. tirr 41 6 -1cPoulart o.s Cc& . \.(D Iris 're Lu 6 O 0 w 0 u.1 w x u.„ ui 0 'La 1- al Z 1- 0 Z 1- uj 0 O co O — O 1- 111 IL I I 0 1- ..z I L" t 0 R, _Er Et: 561. 4_ D . 3 A2 _ 0. t '�� USE. (.3 1,72 - • 3 Q D s-rO wT DATE: DESIGN PROJECT:L 42 PSI O.JM`( Cfr'"-V F A- I =5 ►v F= )js {-J.o) t he ev1■ 4,s-) = 74 (lay I .3 2 4) '+�l\. S i O • tot. PAGE ?4o - 2 540 16s GC 35= 42I/ IN= IS - zt IC.S c o ( T�gy(Wi�.A APPRV VI. 2 5 206 z U O co 0 I UJ 0 • a i � z � Z w W U � O - � H W W H — — O W Z U 0 H- z ENGINEERING Mee 11 ta".14 r14 4-10. Ai4 lb k 04641 -rns,e (sisti i DATE: '4 . 107 - 147- MAY DESIGN: c r-.1 PROJECT t 2 - 6 D eiii92■9 /4-ki ( O.-Mgr?, 0.2f.LC Ct.= 9 0,3 15-' c• 0-1 q;a1) •;.63" 2. 6/ k-4/4 M - 24oa (...?.;) 1.2 1 OK_ Pp/ v•i•ot-t.,1/4A 1+01-4 StsiGFAC. ciPO442. kr'y Ari • cm CI TtrOillA APPROVtD JUL 25 2003 AS PAGE -- •si,v•PoeA- cc u- _10 o o co 0 co in 1,1, CO U. al 0 CO I 1— 11 Z 1.- 1— 0 Z 1— ui C.) O C- CI I- • L I 0 Z O U) O 1- z DEPARTMENTS: Building Division Pu•lic orks COORO COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: PROJECT NAME: T- MOBILE VOICESTREAM SITE ADDRESS: 14220 INTERURBAN AV S D03 -140 Fire Prdvention Structural ❑ DATE: 06 -05 -03 Original Plan Submittal Response to Incomplete Letter # _ Response to Correction Letter # X Revision # 1 Before Permit Is Issued PI nn ng Div' ision Permit Coordinator DUE DATE: 06 -10 -03 Not Applicable ❑ DETERMINATI N OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS RNG: Please Route St ructural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 07 -08 -03 Approved ❑ Approved with Conditions 11 Not Approved (attach comments) ❑ Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents /routing slip.doc 2.28 -02 PERMIT COON) COPY ACTIVITY NUMBER: D03 -149 PROJECT NAME: T- MOBILE SITE ADDRESS: 14220 INTERURBAN AV S DATE: 05 -16 -03 X Original Plan Submittal _Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Is Issued DEPARTMENTS: 5 3 �� -20 -o Builain 0 Publi Wq k 67 Documents /routing slip.doc 2 -28 -02 PLAN REVIEW /ROUTING SLIP n( , 720 -03 Fire Prevention ❑ Incomplete ❑ Structural ❑ Planning Division Permit Coordinator DUE DATE: 05 -20 -03 DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Not Applicable ❑ Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS ROU NG: Please Route Structural Review Required ❑ No further Review Required Q Q ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 06 -17 -03 Approved ❑ Approved with Conditions 0 Not Approved (attach comments) ❑ Notation: REVIEWER'S INITIALS: DATE: t':ly�N:er;:ek,sM-i City of Tukwila Department of Community Development - Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 (206)431-3670 Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: / l C 3-* 0 Response to Incomplete Letter # 0 Response to Correction Letter # 0 Revision # ______ after Permit is Issued Received at the City of Tukwila Permit Center by: Entered in Sierra on 4-3-03 Plan Check/Permit Number: ;l) 0 3 1 Li 9 V 1 5" }' : d -- Fa / ✓ Ala Project Name: rt-- M.0 b � e !� o � c �. -f -rc4 1 5 Ic,Z K C 1 Project Address: 1 H 2 0 '2 vv.+c✓ OLr l oa n A-V e. S, Contact Person: ) w5'1 v■ A-6 elf Phone Number: E2 o ) °t ej o Summary of Revision: t e_4-41 i c. is b e' v' c, ? r' 1 e o +o w roo v%1 • f e ci -e b1 i d1 td c o M p l e- - e. : & Vt �t S . 'P (€ -Se_ V C p t & t e__ e_ t vt Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision k A sc +S. tis Off' OF Tk/Il A 08/30/00 i!. 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NO. -4 -I A -2 COVER SHEET 5ECIFIC4TION 2 2 4-3 SITE PLAN 2 A -4 PARTIAL SITE /ROOF AND COMPOUND PLAN 2 A -5 PARTIAL EAST AND NORTHWEST ELEVATIONS 2 A -6, ANTENNA CABLE SUPPORT DETAILS 2 A -1 EQUIPMENT SE V I C INC CLEARANCES 2 RF-1 RF DETAILS I 2 RF -2 RF DETAILS II 2 S -1 EQUIPMENT LAYOUT AND CONCRETE PAD 2 DETAILS 5 -2 woo FENCE DETAILS 2 5 -3 ANTENNA MOUNT DETAILS 2 E-1 ELECTRICAL DETAILS I 2 E -2 ELECTIC4L DETAILS II 2 E -3 ELECTRICAL DETAILS III 2 E -4 ELECTRICAL DETAILS Iv 2 E -5 GROUND INCs DETAILS I 2 E -6 GROUNDING DETAILS II 2 E - 1 fsROUNDINCs DETAILS III 2 E -8 TYPICAL CsROUNDINCs CONNECTIONS 2 sU-1 SURVEY I 2 SU-2 SUVEY II p �;)j4q 2 APPROVAL LIST TITLE SIGNATURE DATE RF ENGINEER 1 MAY 15/03 PROJECT MANAGER D MAY 08/03 SITE ACQUISITION ZONING CONTACT / PROPERTY OUNER 5USM I TT AL 5 2 MAY 26103 REISSUED FOR SPJCONST. 1 MAY 15/03 ISSUED FOR d.PJr.ONST. D MAY 08/03 ISSUED FOR REWEW • illeamem WIRELESS 151ST & 62ND / FAIRWAY CENTER SE3563D PROJECT SUMM4RI' SITE NUMBER: SITE NAME: SITE ADDRESS: ASSESSOR'S PARCEL ": CURRENT ZONING: GOVERNING CODE: JURISDICTION: CONSTRUCTION TYPE: EXISTING BUILDING OCCUPANCY: PROPERTY OWNER: SITE ACQUISITION: ZONING CONTACT: PROJECT MANAGER: APPL ICANT: CONSULTANT: SURVEYOR: POWER: R: TELCO: SE3563D 151ST 4 62ND/FAIRWAY CENTER 14240 INTERURBAN AVE S TUKWILA, WA 98168 3365901SSI C/L I 1991 UBC CITY OF TUKWILA 5N - FIRE SPRINKLER 25 O'KEEFE DEVELOPMENT CORP. 1900 SE 28TH ST •40 MERCER ISLAND, WA 98040 CONTACT: TOM O'KEEFE TODD FIEBIG PHONE: (206) 354 -9211 JUSTIN ABBOTT PHONE: (206) 190 -4655 ADAM GLENN E'HONE: (425) 246 -2141 VO I CE SIRE AM PC5 I I I CORPORATION 19801 NORTH CREEK PKWY N SUITE 101 BOTHE L L, WA 98011 TRK ENGINEERING LTD. •201 - 11668 - 66TH AVE SURREY, B.C. V35 1X1, CANADA TEL: (604) 514 -6432 FAX: (604) 514 -6431 TOLL FREE: 1- 511 - 345 -4045 EMAIL: ma ilotriceng.com CONTACT: RANDY MARKS DUNCANSON COMPANY, INC. 145 SW 155TI -1 STREET, SUITE 102 SEATTLE, WA 95166 PHONE: (206) 244-4141 FAX: (2 06) 244-4455 PSE QWEST IN0 CHANGES SHAM SE MADE ?CI WORK WITHOUT THE SCOPE OF NO SW SCUM PCOMCPSOL PIM PE .E f 599 S 133 o g. KEY PLAN SEPARATE PERMIT REQUIRED FOR: I. MECHANICAL !PLUMBING GAS PIPING CITY OF TUKWILA G DIVISION ION 0 4 NAVD 83 ELEV.= 25.5' AT GROUND 1 / ' VOICE SIRE AM SITE \ te r0 S 143RD ST NAD 63 LAT. 41'25'33" N LONG. 12215 W DIRECTIONS FROM 1/OIGEStREAM OFFICE 180T1-1ELL START l 4EAD ING SOUTH ON N CREEK PKWY TOWARD NE 195TH ST. AND TURN RIGHT ON NE 195TH STREET. MERGE ONTO 1-405 SOUT11 -1 VIA THE RAMP, ON THE LEFT, TOWARD RENTON. EXIT I - 405 AT EXIT 4 1 TOWARD WA- 181 S/TUKWILA/W VALLEY HWY. TURN LEFT ONTO INTERURBAN AVE S AND PROCEED TO SITE AT S 143RD ST INTERSECTION. PROJECT DESCRIPTION THE PROJECT CONSISTS OF THE INSTALLATION OF PCS EQUIPMENT, CONCRETE PAD AND A CEDAR FENCE ON GRADE AND 3 PANEL ANTENNAS MOUNTED ON THE ROOF OF AN EXISTING BUILD ING. HANDICAP REQUIREMENTS INSTALLATION IS UNMANNED AND NOT FOR HUMAN HABITATION. HANDICAP ACCESS IS NOT REQUIRED. OTHER REQUIREMENTS INSTALLATION HAS NO PLUMBING OR PARKING. CONTRACTOR SHALL CONTACT UTILITIES PRIOR TO ANY EXCAVATION. FILE COPY I understand that the Plan Check approvals are subject to errors and omissions and approval of plans does not authorize the violation of any adopted code or ordnance. Receipt con- tracto copy of approved BY Daft $ • o Pew No. 090 JUL 2 5 2043 IQ flu t kECEIVEU -,1., -w ri +vM, • JUN 0 4 2003 PERMIT ENTER RV1$1ON � NOL...L.. 19807 NORTH CREEK PARKWAY N SUITE 101 BOTHELL, WA 98011 PHONE (425) 378 -4000 If Nt31NEERIN(3 4 °201 - 11688 - 66T14 AVE SURREY, BC Y35 1XI, CANADA TEL: (604) 514 -6432 FAX: (604) '514.6431 TOLL FREE: 1- 811 - 345 -4045 EMAIL: IM I I •trkang,cvm WEB: www.tricrerisa.com PROUECT NO: •313 -016 DRAWN DT's RP. c. EcKED 13Y: FM CAD FILE: 031 THE IAFONTIATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO THE CLIENT NAMED IS STRICTLY PROHIBITED. SITE 151ST 1 2ND I FAIRWAY CENTER (SE3563D) 14240 INTERURBAN AVE S TUKWILA, WA 9816S 6wEET TITLE COVER SWEET e wEET NUMBER A -1 l I V • • V . a SUBMITTALS 2 MAY 243403 REIS6LED FOR BP/CONST. 1 MAY 15/13 UNWED FOR BPICON8T. 0 ■ MAY 00403 I5 LED FOR REv1EW N R�4L. NOTE 1. THESE NOTES SHALL APPLY TO ALL DRAWINGS WHEREIN THEY ARE REFERENCED U.N.O. SPECIFIC NOTES ON DRAWINGS SHALL TAKE PRECEDENCE OVER THESE NOTES. 2. ALL CONSTRUCTION TO CONFORM TO UDC 1881, LOCAL BYLAWS AND ALL APPLICABLE STANDARDS. 3. THESE DRAWINGS b -4OW THE COMPLETED PROJECT ONLY AND DO NOT INCLUDE COMPONENTS THAT MAY BE NECESSARY FOR CONSTRUCTION SAFETY. 4. THE GENERAL CONTRACTOR SHALL ENSURE THE STABILITY OF THE STRUCTURAL COMPONENTS AND T1-IE STRUCTURE AS A WHOLE DURING ALL STAGES BY TEMPORARILY SUPPORTING AND BRACING AS NECESSARY UNTIL COMPLETION OF THE PROJECT. 5. T14E USE OF THESE DRAWINGS IS STRICTLY LIMITED TO THE INSTRUCTION NOTED IN THE REVISION BLOCK OF THESE DRAWINGS AND SHALL BE USED FOR CONSTRUCTION ONLY WHEN THE DRAWING WAS BEEN "ISSUED FOR CONSTRUCTION ". 6. THE PROPOSED FACILITY WILL BE UNMANNED AND DOES NOT REQUIRE POTABLE WATER OR SEWER SERVICE. THE PROPOSED FACILITY IS UNMANNED AND IS NOT FOR HUMAN HABITAT. (NO HANDICAP ACCESS IS REQUIRED). 8. OCCUPANCY IS LIMITED TO PERIODIC MAINTENANCE AND INSPECTION, APPROXIMATELY 2 TIMES PER MONTH, BY vOICESTREAM TECHNICIANS. S. NO NOISE, SMOKE, DUST OR ODOR WILL RESULT FROM THIS PROPOSAL. 10. OUTDOOR STORAGE AND SOLID WASTE CONTAINERS ARE NOT PROPOSED. 11. ALL MATERIAL SHALL BE FURNISHED AND WORK 51-1ALL BE PERFORMED N ACCORDANCE WITH THE THESE DRAWINGS AND APPLICABLE SECTIONS OF THE VOICESTREAM PROJECT TECHNICAL SPECIFICATION 0215 -2002 DATED MARCH 13, 2002, REVISION 0. IN CASE OF A CONFLICT BETWEEN THE CONSTRUCTION SPECIFICATIONS AND THE DRAWINGS, THE DRAWINGS GOVERN. 12. ALL REFERENCES TO SPECIFIC STANDARDS FOR THIS PROPOSAL ARE UNDERSTOOD TO BE THE LATEST VERSION. 1. 13. 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 RESULTING FROM FAILURE TO DO SO. 14. TRK ENGINEERING LTD. RESERVES TWE RIGHT TO RELOCATE ANY EQUIPMENT WITHIN 10ft. OF THE LOCATION SPECIFIED ON THESE DRAWINGS PRIOR TO INSTALLATION BY THE CONTRACTOR. 15. IF THE SPECIFIED EQUIPMENT CAN NOT BE INSTALLED AS SHOWN ON THESE DRAWINGS, THE CONTRACTOR SHALL PROPOSE AN ALTERNATIVE INSTALLATION FOR APPROVAL BY TRK ENGINEERING LTD. 16. CONTRACTOR IS RESPONSIBLE FOR FIELD MEASUREMENTS TO CONFIRM LENGTHS OF CABLE TRAYS, ELECTRICAL LINES, AND ANTENNA GABLES. 11. ROUTING OF ALL CONDUITS, CABLES, CABLE TRAY, ETC. IS INDICATED AS PROPOSED LOCATIONS ONLY. CONFIRM THE EXACT ROUTING WITH THE ON -SITE CONSTRUCTION MANAGER PRIOR TO THE START OF WORK. 18. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTION OF ROOF MEMBRANE DURING CONSTRUCTION OF SITE. ALL DAMAGE SHALL BE REPAIRED TO AS NEW CONDITION IN ACCORDANCE WITH CHAPTER 15 UBC 1991. 19. ALL DAMAGE OR OPENING UP OF THE EXISTING STRUCTURE MUST BE MADE GOOD TO THE PRE - CONSTRUCTION CONDITION OR BETTER 20. INSPECTION OF COMPLETED WORK IS REQUIRED BEFORE COVERING UP. PROVIDE MINIMUM 24 HOURS NOTICE. 21. 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 BY CONSTRUCTION MANAGER. 22. OBTAIN AND PAY FOR ALL ELECTRICAL PERMITS AND INSPECTIONS REQUIRED FOR COMPLETION OF WORK AND ACCEPTANCE. PROVIDE CERTIFICATES TO THE CONSTRUCTION MANAGER VERIFYING THAT THE WORK CONFORMS TO THE REQUIREMENTS OF ALL CODES AND AUTHORITIES HAYING JURISDICTION. 23. NO DEVIATIONS FROM DESIGN SHOWN ON THESE DRAWINGS IS ALLOWED, WITHOUT WRITTEN APPROVAL FROM TRK. ENGINEERING LTD. FAILURE TO OBSERVE THIS RULE MAY RESULT IN CONTRACTOR CORRECTING: THE INSTALLATION AT TI -IEIR EXPENSE. V PESIGN CRITERIA: I. THE STRUCTURAL DE6kiN OF TWIS BUILDING IS N ACCORDANCE WITH THE UNIFORM BUILDING CODE WV. 2. DE SIGN LOADS: DESIGN DATA FOR TUKWILA, WA: - SNOW LOAD 25 per -BASIC WIND SPEED 80.0 Inph - WIND EXPOSURE C -SEISMIC ZONE 3 CONCRETE NOTES: I. ALL CONCRETE CONSTRUCTION SHALL BE IN ACCORDANCE WIT41 ACI -318. 2. CONCRETE SHALL BE MIXED, PROPORTIONED, CONVEYED AND PLACED IN ACCORDANCE WITH UBC 1991 SECTION 1905 AND AC1 301. STRENGTH6 AT 28 DAYS AND MIX CRITERIA SHALL BE AS FOLLOWS. TYPE OF CONSTRICTION 28 DAY STRENGTHS W/C (f'G) RATIO A. SLABS ON GRADE TOPPING SLABS SLABS ON METAL DECK STAIR LAND IS AND TREADS B. FOUNDATION WALLS 2,500 PSI 3,000 PSI 3000 PSI 3000 PSI 4000 PSI CEMENT SHALL BE ASTM C150, PORTLAND CEMENT TYPE II UN.O. 3. TI4E 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 BE AIR - ENTRAINED WITH AN AIR - ENTRAINING AGENT CONFORMING TO ASTM C260, C494, 0618, C989 AND 01011. TOTAL AIR CONTENT SHALL BE IN ACCORDANCE WITH TABLES 15 -A -1 OF THE UBC 1991. 5. RE INFORC ING STEEL SHALL CONFORM TO ASTM A615 (INCLUDING SUPPLEMENT SD, GRADE 60, fy 260,000 PSI. EXCEPTIONS: ANY BARS SPECIFICALLY SO NOTED ON TWE DRAWINGS SHALL BE GRADE 40, f y ■ 4p,¢ 0 PSI. GRADE 60 REINFORCING BARS INDICATED ON DRAWINGS TO BE WELDED SHALL CONFORM TO ASTM A106. REINFORCING COMPLYING WITH ASTM A615(51) MAY BE WELDED ONLY IF MATERIAL PROPERTY REPORTS INDICATING CONFORMANCE WITH WELDING PROCEDURES SPECIFIED IN A.W.S. D14 ARE SUBMITTED. 6. RE INFORCING( STEEL SHALL BE DETAILED (INCLUDING HOOKS AND BENDS) IN ACCORDANCE WITH AC1 315 AND 318. 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 COWER BARS AT LEAST 30 BAR DIAMETERS OR A MINIMUM 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. < .45 < .45 C .45 < .45 8. SPIRAL REINFORCEMENT SHALL BE PLAIN WIRE CONFORSIING TO A5111 4615, GRADE 60, f y • 60,000 PSI. 9. NO BARS PARTIALLY EMBEDDED IN HARDENED CONCRETE SHALL SE FIELD BENT UNLESS SPECIFICALLY SO DETAILED OR APPROVED BY TRK ENGINEERING LTD. 10. CONCRETE PROTECTION (COVER) FOR REINFORCING STEEL SHALL BE AS FOLLOWS: - FOOTINGS AND OTHER UNFORMED SURFACES, EARTH FACE 3" - FORMED SURFACES EXPOSED ( BARS OR LARGER) 2" TO EARTH OR WEATHER ( BARS OR SMALLER) 1 1/2" - SLABS AND WALLS ( INTERIOR FACE) 3/4" 11. BARS SHALL BE SUPPORTED ON CHAIRS OR DOBIE BRICKS. 12. ANCHOR BOLTS TO CONFORM TO ASTM A301. 13. NON - SHRINK GROUT SHALL BE FURNISHED BY AN APPROVED MANUFACTURER AND 514ALL BE MIXED AND PLACED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S PUBLISHED RECOMMENDATIONS. GROUT STRENGTH SHALL BE 4,000 PSI MINIMUM. 14. ALL ADHESIVE ANCHORS TO BE HILT( BRAND. ADHESIVE ANCHORS REQUIRE TESTING TO CONFIRM CAPACITY UNLESS WAIVED BY ENGINEER. • MINIM( II CEMENT CONTENT PER CUBIC YARD 5 1/2 SACKS 5 1/2 SACKS 5 1/2 SACKS 5 1/2 SACKS < .45 6 1/2 SACKS STRUCTURAL STEEL NOTES: 1. savor cRauINGe FOR ALL eneucTwesL STEEL SHALL BE SUBMITTED TO TAc ENGINEERING LTD. POR REVIEW PRIOR TO FABRICATION. 2. STRUCTURAL STEEL DESIGN, FABRICATION AND ERECTION (INCLUDING FIELD WELDING, 14IGH STRENGTH FIELD BOLTING, EXPANSION BOLTS, AND THREADED EXPANSION ANCHORS) SHALL BE BASED ON TWE A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDING6,'L.ATEST EDITION. SUPERVISION SHALL BE N ACCORDANCE WITH SECTION 1101 OF THE UDC (991, BY A QUALIFIED TESTING AGENCY DESIGNATED BY THE ENGINEER TWE ENGINEER SHALL BE FURNISHED WITH A COPY OF ALL INSPECTION REPORTS AND TEST RESULTS. 3. STRUCTURAL. STEEL SWALL CONFORM TO THE FOLLOWING REQUIREMENTS: TYPE OF MEMBER A. PLATES, SHAPES, ANGLES, AND RODS ASTM B. SPECIAL SHAPES AND PLATES ASTM C. PIPE COLUMNS ASTM D. STRUCTURAL TUBING ASTM E. ANCHOR BOLTS ASTM F. CONNECTION BOLTS ASTM A36, Fy 3610I A512, Fy 50 K A53, Fy 35 KSI A5000, Fy 46 KS A301 4325 TWIST -OFF -TYPE 4. ALL MATERIAL TO BE 440T DIPPED GALVANIZED AFTER FABRICATION PER Al23/Al23M- 91aeI, UN.O. 5. ALL MELDING SHALL BE IN CONFORMANCE WITH A.I.S C. AND AW8 STANDARDS AND SHALL BE PERFORMED BY WA.B.O. CERTIFIED WELDERS USING Elm XX ELECTRODES. ONLY PREQUALIFIED LLELDS (AS DEFINED BY AIL) SHALL BE USED. WELDING OF GRADE 60 REINFORCING BARS (IF REQUIRED) SHALL BE PERFORMED USING LOW HYDROGEN ELECTRODES. WELDING OF GRADE 40 REINFORCING BARS (IF REQUIRED) SHALL BE PERFORMED USING EIOXX ELECTRODES. LLELDING WITI-IIN 4" OF COLD BENDS IN REINFORCING STEEL IS NOT PERMITTED. SEE REINFORCING NOTE FOR MATERIAL REQUIREMENTS OF WELDED BARS. 6. ALL LLELDS TO BE MINIMUM 1/4" FILLET UNLESS NOTED OTHERWISE (UN.O.). 1. COLD - FORMED STEEL FRAMING MEMBERS SHALL BE OF THE SHAPE, SIZE, AND GAGE SNOUN ON THE PLANS. PROVIDE MINIMUM SECTION PROPERTIES INDICATED. ALL COLD - FORMED STEEL FRAMING SHALL CONFORM TO THE A.1.5.5. "SPECIFICATION FOR THE DESIGN OF COLD - FORMED STEEL STRUCTURAL_ MEMBERS." 8. BOLTED CONNECTIONS SHALL USE BEARING TYPE ASTM 4325 BOLTS (3/4" DIA) AND SHALL NAVE A MINIMUM OF TWO BOLTS, UN.O. 9. NON - STRUCTURAL BOLTED CO ∎NECTIONS FOR STEEL GRATING SWALL USE BEARING TYPE ASTM A301 BOLTS (5 /8" DIA) U.N.O. 10. ALL STEEL UJORK SHALL BE PANTED IN ACCORDANCE WITH THE DESIGN 4 CONSTRUCTION SPECIFICATION AND IN ACCORDANCE WITH SSPC (STEEL STRUCTURES PANTING COUNCIL) RECOMMENDED FOR EXTERIOR EXPOSURE. 11. TOUCH UP ALL FIELD DRILLING AND LIELDNG WITH 2 COATS OF GALVACON (ZINC RICH PAINT) OR APPROVED EQUAL. SPECIAL INSPECTIONS: 1. SPECIAL INSPECTIONS IN ACCORDANCE WITH SECTION 1101 OF TWE UBC ARE REQUIRED FOR HILT( ADHESIVE ANCHORS. • ti CP 0 00 25 "WI tr.1t t. • RECEIVED Ore OF TUKWILA JUN 0 4 2003 PERMIT CENTER I 19807 NORTH CREEK PARKWAY N SUITE 101 BOTHELL, WA 98011 PHONE (425) 378 -4400 1 1/ 1P ENGINEERING 6 201 - 11686 - 66T1-1 AVE SURREY, BC V35 '1X1, CANADA TEL: (604) 514 -6432 FAX: (604) 514 -6431 TOLL FREE: 1 -811- 345 -4445 EMAIL: nnai l40trkar ,, .Gom ILEB: uuuw.trkeng.comm PROJECT NO: 10315 -016 DR4MIN BY: RP. G+.+ECKED BY: FM GAD FILE: 0315 -m1bA2 TWE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO TI4E CLIENT NAMED IS STRICTLY PROWIB p I SITE 151ST 4 62ND / FAIRWAY CENTER (5E35630) 14240 INTERURBAN AVE S TUKWILA, WA 98168 el-+EET TITLE SPECIFICATIONS i 6411ET NISIMER A -2 ■ • 5USM I TTAL -5 2 MAY 20/03 REISSUED FOR BPICONST. ■ 1 MAY E403 ISSUED FOR DPJCCNST. 0 MAY 00/03 ISSUED FOR REVIEW N SET HUB 4 TACK AT 8' OFFSET TO LEASE CORNER SET HUB AT LEASE CORNER, TYP. \p i i C.. 'O VOICESTREAM CABLE TRAY, \ \ % TYP. Att \ VOICESTREAM ANTENNA, \ C` TYP. OF 2 MOUNTED TO e \ PARAPET WALL SITE BENCHMARK RE BAR s CAP ELEV.= 23.93' CATCH BASIN RIM = 23.01' 4" 1E2 21.42 12" IE =30.62'(E) DS01 I ft/ 1 , 1 $ 1 VIII I I I , ' , ' 1 11111 1 I ►l'' VIII ;ill' II,,III II Ilr1 ► II,II 11 • 1 I1,11 1 I 11 1 11 11 : I 1 1 IIx;;1 1 1101 I j 1 1 IOW 1 I I 1 II 'ICI /. 4 EXISTING ASPHALT --- -� r f \, p WALKING PATI.1 4 40, .�� 0 � \ ' i'�,," SET RESAR AT 8' OFFSET TO LEASE CORNER ELEV.* 2559' = 2'21'03" R= 1014.93 L = 41.64' \ N EXISTING SIDEWALK \ N \\ CO \ LEASE AREA PLAN 1/8"•1 0 2 4 10 .,..�...�..s+w...r.. .w • 0 .r . " .. • . .,. EXISTING TRASH ENCLOSURE \ \ FOUND CASED MONUMENT, TYP. 414' - y - 089'28'40 "E « ` - - - _ _ _ S ?.Itr 44.11' N \ EXISTING UTILITY POLE • / 4-...---..,. - _`-__;` \; .. _ '/0__ ` - ----------------- ------- - - - - - - / , ' , f / , / - , ` , IS fr ■ _, __ ------------------ _ _ __ r EXISTING TELEPHONE \ RISER \ A = 2'21'03" R = 1014.93 \' L =41.64' \ \ I ll s 40' - 0" SITE PL 0 i�. 10 20 0 \, DUW41116H RIVER / \ 5 143�►ST \ -._ \ EXSITING POWER POLE - EXSITING FIRE HYDRANT - \ LOCATED APPROX. LINE OF NIGH WATER Ni ir 2 3 '36 Ili EXSITING SIDEWALK EXISTING ASPHALT PARKING LOT EXS!TING LANDSCAPING 11 Ili!, 8' -0" x16' -8" VOICESTREAM LEASE AREA, REFER TO A -4 FOR COMPOUND PLAN ■ 1. s. tr. n 'Bill 11 711111 Irrg11 'gilt' lrlgll ill,;; rrrgll I'll:, rll,,l !11,11 ,111111 ,lrrggl � ,Illgll lrlgll `ef11 1I v lIOW) III! 1 111,1 1 I :III I Ili, I Ill, I till I I if I I, I Ell , I,, • i r� I11 1 j I 1 / 1 N1111'30'0•"E 42.41' N111'01145 "W 28.64' EXSITING POWER POLE WITH TRANSFORMER •311611/164831 N85'31'40 "W 1364' EXISTING 30' -0" TRAIL EASEMENT EXISTING FENCE EXISTING CONTOUR L INE, TYP. EXTENT OF SHORELINE JURISDICTION (200' -0" FROM OI-NUM) SITE WORK GENERAL NOTES: CONTRACTOR TO CONTACT ALL UTILITIES FOR LOCATION OF UNDERGROUND SERVICES. SERVICE LOCATIONS TO BE CONFIRMED PRIOR TO CONSTRUCT ION. 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 BE PROTECTED AT ALL TIMES, AND WHERE REQUIRED FOR THE PROPER EXECUTION OF THE WORK, SHALL BE RELOCATED AS DIRECTED BY ENGINEERS (AT 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 IS NOT LIMITED TO: A) FALL PROTECTION B) CONFINED SPACE C) ELECTRICAL SAFETY D) TRENCHING I EXCAVATION. 4. IF NECESSARY, 1R11313I6H, STUMPS, DEBRIS, STICKS, STONES AND OTHER REF4ISE SHALL BE REMOVED FROM THE SITE AND DISPOSED OF LEGALLY. ALL EXISTING INACTIVE SELLER, WATER; GAS, ELECTRIC AND OTHER UTILITIES, WHICH INTERFERE WITH THE EXECUTION OF THE WORK SHALL BE REMOVED AND /OR CAPPED, PLUGGED OR OTHERWISE DISCONTINUED AT POINTS WHICH WILL NOT INTERFERE WITH THE EXECUTION OF THE EJECT TO THE APPROVAL OF ENGINEERING, OVER AND /OR LOCAL UTILITIES (AT CONTRACTOR'S EXPENSE). WHEN CONSTRUCTION IS COMPLETE, ALL DIST4AlDEO AREAS ARE TO OE REINSTATED TO PRE - CONSTRUCTION CONDITIONS. • NOTES: I. SITE PLAN INFORMATION WAS OBTAINED FROM A SURVEY PREPARED DY DU NCANSON COMPANY, INC. DATED APR 04/2003. LEGAL D E$ I PT I ON PANEL A: A PORTION OF LOT 1 AND ALL OF LOTS 2, 3, 4, 5, 6 AND 1, BLOCK 18, WILLMAN'S SEATTLE GARDEN TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME II OP PLATS, PAGE 24, RECORDS OF KING COUNTY, WASHINGTON, AND THAT ACCRETED LAND ADJOINING IN THE SOUTHEAST QUARTER OF SECTION 14, TOWNSHIP 23 NORTH, RANGE 4 EAST, W1M., RECORDS OF KING COUNTY, WASHINGTON, ALL DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHEAST CORNER OF SAID LOT 1; THENCE NORTHERLY ALONG THE EASTERLY LINE THEREOF, 315 FEET TO THE LEFT BANG OF THE DUWAMISH RIVER AS ORIGINALLY PLATTED; THENCE CONTINUING ON A NORTHERLY PRODUCTION OF SAID EASTERLY LINE, 220 FEET, MORE OR LESS, TO THE LEFT CLANK OF SAID RIVER, AS IT EXISTED AT THE DATE OF ENTRY OF JUDGMENT TO QUIET TITLE IN KING COUNTY SUPERIOR COURT CAUSE NO. 81- 2- 05910 -4; THENCE WESTERLY ALONG SAID BANK TO AN INTERSECTION WITH TI-E NORTHEASTERLY PRODUCTION OF THE SOUTHEASTERLY LINE OF THE NORTHWESTERLY 12 FEET OF SAID LOT t THENCE SOUTHWESTERLY ALONG SAID LINE PRODUCTION 200 FEET, MORE OR LESS, TO THE LEFT !SANK OF THE DUWAMISH RIVER AS PLATTED IN THE ORIGINAL PLAT; THENCE CONTINUING N A SOUTHWESTERLY DIRECTION AL01'■ THE SOUTHEASTERLY LINE OF THE NORTHWESTERLY 12 FEET OF SAID LOT 1, 55 FEET, MORE OR LESS, TO THE SOUTIWESTER -Y LINE OF SAID LOT 1; THENCE SOUTHEASTERLY ALONG SAID LINE TO AN INTERSECTION WITH THE NORTH MAIR IN OF SOUTH 143RD STREET (FIRST AVENUE). THENCE EASTERLY ALONG SAID MARGIN TO THE POINT OF BEGINNING. A PORTION OF PUGET SOUTH ELECTRIC RAILROAD RIGHT -OF -WAY IN THE SOUTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 14, TOWNSHIP 23 NORTH, RANGE 4 EAST, Wit RECORDS OF KING COMITY, WASHINGTON, BOUNDED ON THE NORTHEAST BY MAULE AVENUE, ON THE SOUTHWEST BY SR 181 ON THE SOUTHEAST BY RIGHT -OF -WAY NO. 5 AND THE NORTHWEST BY RIGHT -OF -WAY NO. 6, BOTH RIGHT -OF -WAYS AS DEFINED IN QUIT CLAIM DEED FROM PUGET SOUND POWWER AND LIGHT COMPANY TO THE CITY OF TUKWILA RE CORDED UNDER RECORDING NO. 6551631. PARCEL C: A PORTION OF MAULE AVENUE AS DEFINED IN THE PLAT OF HILLMAN'S SEATTLE GARDEN TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 11 OF PLATS, PAGE 24, RECORDS OF KING COUNTY, WASHINGTON, VACATED UNDER CITY OF TUKWILA ORDINANCE NO. 1361, DESCRIBED AS FOLLOWS: l3EGIhNINQ AT A POINT IN THE SOUTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 14, TOWNSHIP 23 NORTH, RANGE 4 EAST WM, RECORDS OF KING COUNTY, WASHINGTON,, SAID POINT BEING A POINT OF CURVE IN THE SOUTHWESTERLY MARGIN OF SAID MAULE AVENUE LYING NORTH 45'05'44" EAST 50 FEET FROM A MONUMENT MARKING STATION 915+91.0 ON THE CENTERLINE OF THE OLD PUGET SOUND ELECTRIC RIGHT -OF -WAY; THENCE NORTH 44 WEST ALONG SAID SOUTHWESTERLY MARGIN, 411,09 FEET; THENCE NORTH 45'05'44" EAST 20 FEET, SAID POINT BEING THE MOST SOUTHERLY CORNER OF THE NORTHWESTERLY 12 FEET OF LOT 1, BLOCK 18, OF SAID PLAT; THENCE SOUTHEASTERLY ALONG THE NORTHEASTERLY MARGIN OF MAULE AVENUE, 510.43 FEET TO AN INTERSECTION WITH THE NORTHERLY MARGIN OF SOUTH 143RD STREET AS DEFINES IN AFOREMENTIONED PLAT; THENCE SOUTHWESTERLY 21 FEET, MORE OR LESS, TO A POINT ON THE SOUTI- IU.ESTERLY MARGIN OF MAULE AVENUE WHICH IS THE MOST NORTHERLY COMER OF RIGHT OF WAY ENTRY NO. 5 AS DEFINED IN RECORDING NO. 6551639; THENCE NORTHWESTERLY ALONG SAID SOUTHWESTERLY MARGIN WHICH IS A CURVE TO THE LEFT WITH A RADIUS CF 2,91633 FEET, A CENTRAL ANGLE OF 1'59'31" AND AN ARC LENGTH OF 10139 FEET TO THE POINT OF BEGINNING OF THIS DESCRIPTION. ALL SITUATE IN THE COUNTY OF KING, STATE OF WASI- IINGTON. BASEMENTS / � \coraREsPONDa WITH ITEM NumeeR FROM 'SCHEDULE a' OF TITLE REPORT. NOT RIVER PROTECTION EASEMENT AFFECTING THE LEFT SAN. OF THE GREEN RIVER (NORTHERLY LINE OF SUBJECT PROPERTY) PER KING COUNTY RECORDING NO. 5356334. UNDERGROUND UTILITIES EASEMENT AFFECTING VACATED PORTIONS OF MAULE AVENUE 9 (PARCEL C OF SUBJECT PROPERTY) PER CITY OF TUKWILA ORDINANCE NO. 1361, KING COUNTY RECORDING NO. 8906010611. ELECTRIC TRANSMISSION /DISTRIBUTION LINE EASEMENT AFFECTING A PORTION OF THE SUBJECT PROPERTY "AS CONSTRUCTED" AND UNABLE TO BE SHOWN ON THIS DRAWING PER KING COUNTY RECORDING NO. 8910090501, SAID EASEMENT RELEASES EASEMENTS PER KING COUNTY RECORDING NOS. 8012180002 AND 8012180003. RECREATIONAL/RIVER BAN /DIKE TRAIL EASEMENT AFFECTING A PORTION OF THE SUBJECT PROPERTY PER KING COUNTY RECORDING NO. 903130434. 1) TITLE INFORMATION PER ORDER NO. N211314 ISSUED BY FIDELITY NATIONAL TITLE COMPANY OF WASHINGTON DATED MARCH 4, 2003. 2) FIELD WORK COMPLETED APRIL 1, 2003. TREE LEGEND EXISTING DECIDUOUS TREE 0 AL1 2 TRUNK DIAMETER ( IN) t---- TYPE EXISTING EVERGREEN TREE DF1 8 '—WEIGHT AGL IF MEASURED AL = ALDER MP =MAPLE DS* DECIDUOUS MA 2 MADRONA OK= OAK GH =CHERRY CE *CEDAR OF * DOUGLAS FIR HE HEMLOCK PI = PINE E VG = EVERGREEN NOTE: TREE DRIP LINES ARE NOT TO SCALE. TREE SYMBOLS REFERENCE TRUNK LOCATION ONLY. TRUNK DIAMETERS WERE APPROXIMATED AT 3.5' TO 4' ABOVE GROUND LEVEL. TREES SI•OlJUN ARE FOR REFERENCE ONLY AND OTHER TREES AND VEGETATION MAY EXIST. SITE INFORMATION TAX LOT NUMBER 3365901881 SITE ADDRESS 14240 INTERURBAN AVE SOUTH TUKWILA, WASHINGTON 98168 SITE OWNER ZONING TOTAL LOT AREA PROJECT AREA ERIC HANSEN (206) 236 -6200 C/L I 243,834 S.F. (Shot AC.) 133 S.F. LATITUDE /LONGITUDE POSITION COORDINATE DATA AT SOUTHERLY END OF UPPER ROOF: NAP 83 NAVE) 88 LAT - 4728'33" N ELEV.• 253 FEET AT GROUND LONG • 12215'26" W BOUNDARY D ISC ,AIT 1ER ofwG RECEIVED ^TTY oc TulovitA ►HERMIT CENTER THIS PLAN DOES NOT REPRESENT A BOUNDARY SURVEY. SUBJECT AND ADJACENT PROPERTY LINES WERE COMPUTED USING FIELD -FOUND EVIDENCE AND RECORD 110'IORIATION. JUN 0 4 2003 tobicem 19807 NORTH CREEK PARKWAY N SUITE 101 BOTHELL, WA 98011 PHONE (425) 378 -4000 ENGINEERING '201 - 11688 - 66TH AVE SURREY, BC 135 1X1, CANADA TEL: (604) 514 -6432 FAX: (604) 514 -6431 TOLL. FREE: 1 -811- 345 -4045 EMAIL: Ma1Iitrklw er.om WEB: usuJuaregangzom !PROJECT NO: 03/5 -011 PRAUk4 BY: RP. !CHEMED BY: FM CAD FILE: 0315 -0643 THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO THE CLIENT NAMED IS STRICTLY PROHIBITED. SITE 1815T I (22ND / FAIRWAY CENTER ($E353) 14240 INTERURBAN AVE S TUKWILA, WA 98168 SHEET TITLE SITE PLAN Ss•EET 14 "'DER A...3 • GUSM I TTAL S 2 MAY 2a/03 REISSUED FOR ePJCl7NST. 1 MAY I5/03 a ISSUED FOR BP./C0461. 0 / - MAY CO/03 ISSUED FOR IREVIE U IRE -SOD AREA OUTSIDE OF COMPOUND TO MATCH EXISTING GRASS AREA A� �� a , = 0 0 - 00 - 0 • 0 • 0 0 0� • o O O 0 0 O O O O O I D o c • a °� °0 O O O O p &: � "� • O I0 • \ \ \\\ / \ <\/� \� O ff • 0 EXISTING SIDEWALK . 4 • ' \ \; \ /// /\ //' 2 PROVIDE 4 "x6" P.T. TIMBER TO RETAIN WASHED CRUSHED STONE IN COMPOUND. T.O. TIMBER SHALL BE PLACED 4" ABOVE GRANULAR "A" MATERIAL. RAMP GRANULAR "A" MATERIAL TO TOP OF TIMBER AT 6:1 SLOPE OUTSIDE COMPOUND TO MINIMIZE TRIPPING HIAZARD T.O. WASHED CRUSHED STONE. REFER TO COMPOUND SURFACING NOTE 6 REFER TO COMPOUND SURFACING NOTE 5 4" OF GRANULAR "A" MATERIAL. REFER TO COMPOUND SURFACING NOTE 4 ORGANIC MATERIAL TO BE REMOVED AND REPLACED WITH 8" LIFTS OF COMPACTED GRANULAR "B" MATERIAL OR PIT RUN TO A DEPTH 4" BELOW FINISHED GRADE. REFER TO COMPOUND SURFACING NOTES 2 AND 3 'S REBAR x 36" LG., 2 PER TIMER 2' -6" FROM EACH END EXISTING LOWER ROOF 24" CABLE TRAY VOICESTREAM ANTENNA, TYP. OF 2 ON ANTENNA MAST MOUNTED TO PARAPET WALL. REFER TO RF -2 FOR ANTENNA DETAILS AND S -3 FOR MOUNT DETAILS VOICESTREAM GP3 ANTENNA. REFER TO S -3 FOR MOUNT DETAILS ON•• ■MIME ■t■ 0 VOICESTREAM ANTENNA ON ANTENNA MAST MOUNTED TO PARAPET WALL. REFER TO RF -2 FOR ANTENNA DETAILS AND 5 -3 FOR MOUNT DETAILS INIL6mmi ELECTRICAL CONDUITS. REFER TO ELECTRICAL DRAWNGS EXISTING ROOF 0 DRAIN � EXISTING MECHANICAL UNIT, TYP. EXISTING EXISTINCs ROOF VENT, TYP. O 12" CABLE TRAY 0 APPROXIMATE LOCATION OF EXISTING ELECTRICAL ROOM ON GROUND FLOOR. REFER TO ELECTRICAL DRAWINGS 0 PARTIAL SITE/ROOF PLAN (13UILDING "B ") IM "•I' -m' m +s 20 PROVIDE 4 "x6" P.T. TIMBER BETWEEN FENCE POSTS TO RETAIN WASHED CRUSHED STONE IN COMPOUND. T.O. TIMBER SHALL BE PLACED 4" ABOVE GRANULAR "A" MATERIAL T.O. GRANULAR "A" MATERIAL. REFER TO COMPOUND SURFACING NOTE 4 SLOPE INTO EXISTING GRADE AT 3:1 SLOPE. RE -SOD TO MATCH EXISTING GRASS AREA EXISTING GRADE ORGANIC MATERIAL TO BE REMOVED (12" MINIMUM) AND REPLACED WITH 8" LIFTS OF COMPACTED GRANULAR "B" MATERIAL OR PIT RUN TO A DEPTH 4" BELOW FINISHED GRADE. REFER TO COMPOUND SURFACING NOTES 2 AND 3 E911 ANTENNA LOCATIONS T.S.D. EXISTING SIDEWALK VOICESTREAM 8' -0 "x16' -8" LEASE AREA, REFER TO COMPOLND PLAN • 11 NOTE: WARNING SIGNS SI -IALL HAVE YELLOW AS THE PREDOMINANT COLOR, BLACK UPPER PANEL AND THE LOWER YELLOW PANEL FOR ADDITIONAL SIGN WORDING. BLACK LETTERING SHALL BE USED FOR ADDITIONAL water) ING. " WARNIN OPERATION OF RADIO TRANSMISSION EQUIPMENT. PROLONGED EXPOSURE TO RADIO FREQUENCY RADIATION AT THIS LOCATION MAY BE DETRIMENTAL TO YOUR HEALTH. FOR MORE INFORMATION CONTACT NNOC AT 1- 800 -832 -6662 WARNING SIGN DETAILS N.T.S. U L__J J 6 5/8" 2 6 3/8" 1/8" FENCE POST REFER TO COMPOUND SURFACING NOTE b 't\ 203••• 14 C EXISTING ASPHALT PARKING 0 T.O. WASHED CR STONE. REFER TO COMPOUND SURFACING NOTE BLACK BACKGROUND YELLOW LETTERING YELLOW BACKGROUND BLACK LETTERING I. CONTRACTOR TO CONTACT ALL UTILITIES FOR LOCATION OF UNDERGROUND SERVICES. SERVICE LOCATIONS TO BE CONPIR11ED PRIOR TO CONSTRUCTION. 2. REMOVE UNSUITABLE OR DELETERIOUS MATERIAL AS REQUIRED. COMPACT UNDERLYING SOIL TO EIM OF MAXIMUM DRY DENSITY. REPLACE REMOVED SOIL WITH 1" LIFTS OF GRRANULAR "B" MATERIAL TO A DEPTH OP 4" BELOW PROPOSED GRADE, COMPACT TO MIN. SIM OP MAXIMUM DRY DENSITY. ALL COMPACTION SHALL BE IN ACCORDANCE WITH ASTM D 1551 METHOD D. REVIEW WITH PROJECT MANAGER AND GEOTECW PRIOR TO CONSTRUCTION. 3. SUB -BASE COURSE OF GRANULAR "5" MATERIAL SHALL CONSIST OF CRUSHED STONE OR GRAVEL, FREE FROM VEGETATION AND OTHER DELETERIOUS SUBSTANCES. MATERIAL TO BE UNIFORMLY MIXED AND COMPACTED READILY UNDER WATERING AND ROLLING TO FORM A FIRM STABLE BASE. GRADATION AS FOLLOWS: 4. BASE COURSE OF GRANULAR "A" MATERIAL SHALL CONSIST OF EVENLY GRADED MIXTURE OF CRUSHED STONE OR GRAVEL, WITH 100% PASSING THROUGH 1 1/2" SIEVE AND NOT MORE THAN 5% PASSING THROUGH •4 SIEVE, COMPACT TO 98% OF MAXIMUM DRY DENSITY. 5. T PROVIDE DEWITT PRO -5 (5 MIL) U.EED BARRIER UNDER WASHED CRUSHED STONE COMPOUND UNLESS NOTED OTHERWISE. 6. PROVIDE 4" LAYER OF 3/4" WASHED CRUSHED STONE WITH NO FINES ON FILTER FABRIC. L •, 1/ •/ V� •Y �L •, �L •L V L •l •L • , 4 6'- 0'x11' -0" CONCRETE EQUIPMENT PAD. REFER TO 5 -1 FOR DETAILS E911 ANTENNA LOCATIONS T$.p. 24" CABLE TRAY (PANTED TO MATCH BUILDING) ON UNISTRUT ROUTED UP THE EXTERIOR WALL TO THE ROOF EXISTING CONCRETE EXTERIOR WALL M. N F•4 IN N SIEVE SIZES 3 • 2 1/2" Lr 4 '200 ELECTRICAL EQUIPMENT MOUNTED TO CONCRETE BUILDING WALL EQUIPMENT LINEUP: A -SITE SUPPORT (EXTRA TALK) CABINET (8821b6) ES -NOKIA ULTIRASITE CABINET (8451100 C -NOKIA ULTRASITE CABINET (845b0 D- FUTURE UMTS IIIGPMA (8451b4) 25kYA TRANSFORMER REFER TO ELECTRICAL 4 4 Li 4 •, 4 •, .L Jr •L 4 4 •.i, k EXISTING V' •i y �V V• •L 4 e y -1r �1r .4 • , .►� SL 111 TIMMEMI SI: Pff Pi 11 1 -6" U If 1 PERCENTAGE PASSING (13Y WEIGHT) 100% 90% -100% 40X -90% OX -25% .V 11 6" - :: , 11) VOICESTREAM EQUIPMENT. REFER TO 5 -1 FOR LAYOUT • D C B • ■ • X • 4 .r, 8.4," r- A GRASS AREA �L •4 a L 4 , 1' -0" HIGH CEDAR FENCE (PANTED TO MATCI -I BUILDING). REFER TO S -2 FOR DETAILS ■ T ■ \ 1/2"•1 0 1 2 3 1 11111111 NOTES: EXISTING ROOF PLAN INFORMATION WAS OBTAINED FROM A SITE VISIT ON FEB. 13, 2003 AND DRAWINGS PREPARED BY "LANCE MULLER I ASSOCIATES" DATED int 2. PROPOSED FACILITY IS COMPLETELY OUTSIDE OP SHOREL JURISDICTION. 3. ANTENNAS ARE MOUNTED TO PARAPET WALL DUE TO LACK OP STRUCTURAL CAPACITY OF ROOFTOP MEMBERS. 4. PARKING WILL NOT BE AI'FECTED. b. CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTION OF ROOF MEMBRANE DURING CONSTRUCTION. ALL DAMAGE SHALL BE REPAIRED TO AS NEW CONDITION IN ACCORDANCE WITH STANDARD ROOFING PRACTICES. 6. CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS, AND CONDITIONS PRIOR TO COMMENCING ANY WORK ALL DIMENSIONS OF EXISTING CONSTI JCTION SHOWN ON THE DRAWINGS ARE INTENDED AS GUIDELINES ONLY AND MUST SE VERIFIED. 1. POST RF WARNING SIGN AT ALL ROOFTOP ACCESS POINTS AND EQUIPMENT. 4, '4 4 •a 4 4 4 4 w y .4 4 4 w 4 4 '4 'L •, 4 4 4, •, •, 4. •, y 4 w 4 WASHED CRUSHED STONE COMPOUND SURFACE SLOPED AT 2% TO PROVIDE POSITIVE DRAINAGE EXISTING GRASS AREA SLOPE "---N\ CONCRETE PAD. REFER TO 5 -I FOR DETAILS COMPOUND PLAN d d d d d •a L w X W 8 1 -0 " x 161-8" VOICESTREAM LEASE AREA PROVIDE 4 "x6" P.T. TIMBER BETWEEN GATE POSTS TO RETAIN WASHED CRUSHED STONE IN COMPOUND. T.O. TIMBER SHALL BE PLACED 4" ABOVE GRANULAR "A" MATERIAL. OUTSIDE COMPOUND, RAMP GRANULAR "A" MATERIAL TO TOP OF TIMBER AT 6:1 SLOPE TO MINIMIZE TRIPPING 1-IAZARD • 8' -0" DOUBLE SWING GATE. REFER TO S -2 FOR DETAILS CITY Of ROM- APPROVED JUL 2 5 2003 �j KJ i cU C OF TURW►LA JUN 0 4 2003 PERMIT CENTER i Voicen 19807 NORTH CREEK PARKWAY N SUITE 101 BOTHELL, WA 98011 PHONE (425) 3784000 ENGINEERING 11 201 - 11688 - 66T1.1 AVE SURREY, BC V35 1X1, CANADA TEL: (604) 514 -6432 FAX: (604) 514 -6431 TOLL FREE: 1 -811- 345 -4045 EMAIL: ma I I Iltrkarlg soul WEB: wuw.trkang.com IfillItOJECT NO: 0315 -0K 1 PRAILN d Y: R.P. i C.eCKED dY: FM. i GAO FILE: 0315 -016A4 1 THE IWORf`1ATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO THE CLIENT NAMED IS STRICTLY PROHIBITED. AlE SEAL MAY 2 8 2003 SITE FAIRWAY CENTER SI#ET TITLE PARTIAL SITE /ROOF AND COMPOUND PLAN SHEET WIDER A -4 I S I 5U8M I TTAL S 2 MAY 28/03 _ RE ISSUED FOR BPJCONST. 1 MAY 15/03 ISSUED FOR BPJCCNNT. MAY 08/03 ISSUED FOR REVIEW • ..5 1. A. T.O. LOW PARAPET 18' - I "f &&L. / GRAPE 0 r ..O'1 V \` VOICESTREAM 25kVA TRANSFORMER MOUNTED TO A CONCRETE PAD. REFER TO 5-1 FOR PAD DETAILS T.O. ANTENNA 40 A.G.L. RAD CENTER 31' -0 " t A.G.L. T.O. PARAPET 33' -6 "t TA. ROC * 31'-5"3 A.G.L. BETA SECTOR AZIMUTW 210" VOICESTREAM GPS ANTENNA. REFER TO 5 -3 FOR MOUNT NNT DETAILS ciNt. GP$ ANTENNA 19' -4 "t A.G.L. VOICESTREAM EQUIPMENT ENCLOSED WITH CEDAR FENCIN. REFER TO COMPOUND PLAN ON A -4, AND 5 -2 FOR WOOD FENCE DETAILS VOICESTREAM ANTENNA ON ANTENNA MAST MOUNTED TO PARAPET WALL. REFER TO RF -2 FOR ANTENNA DETAILS AND 5 -3 FOR MOUNT DETAILS \` GAMMA SECTOR AZIMUTH 330" • VOICESTREAM ANTENNA, TYP. OF 2 ON ANTENNA MAST MOUNTED TO PARAPET if WALL. REFER TO RP -2 FOR ANTENNA DETAILS AND 6-3 FOR MOUNT DETAILS ALPHA SECTOR AZIMUTH SO" PARTIAL EAST ELEVATION 3/16 " =1' -0" 0 2 4 8 VOICESTREAM ANTENNA, TYP. OF 2 ON ANTENNA MAST MOUNTED TO PARAPET WALL. REFER TO RF -2 FOR ANTENNA DETAILS AND 5 -3 FOR MOUNT DETAILS ALPHA SECTOR AZIMUTH 90" • ESI1 ANTENNA LOCATIONS TLS P. Oft BETA SECTOR AZIMUTH 210 \\ ks\ T.O. ANTENNA 40' -0 "t AG.L. RAD CENTER 31' -0 "t ACs.L. W. PARAPET 33" -6 "t A.G.L. (2\ PARTIAL NOT-4WET ELEVATION sn".NO" e a s S ANTENNA MOUNTS ARE TO BE LOCATED ON THE INSIDE OF PARAPET WALL, WHICH WILL NOT BE VISIBLE FROM GROUND ELEVATION. REFER TO 5 -3 FOR DETAILS NOT VOICESTREAM ANTENNA ON ANTENNA MAST MOUNTED TO PARAPET WALL. REFER TO IRF -2 FOR ANTENNA DETAILS AND 6-3 FOR MOUNT DETAILS 1)e) li•P � �9 I. PAINT CEDAR FENCE, CABLE TRAY, CONDUIT AND VISIBLE ANTENNA CABLES, ANTENNAS AND ANTENNA MOUNTS TO MATCI4 EXTERIOR COLOR OF BUILDING. GAP'IP1A SECTOR AZ 'MUMS 330" T.O. LOW PARAPET 18' -1 "t A.G.L. GRADE O ,_ 0 " cir Of TIIMU► AppROED JUL 25 2003 RECEIVED r .. Y o TUKWWI JUN 0 4 2003 PERMIT LENTEN 19807 NORTH CREEK PARKWAY N SUITE 101 BOTHELL, WA 98011 PHONE (425) 3784000 EN(31NEERING •201 - 11688 - 66TH AVE SURREY, BC V35 1X1, CANADA TEL: (604) 514 -6432 FAX: (604) 514 - 6431 TOLL. FREE: 1- 811 - 345 -4045 EMAIL: ma II trkrrg.co n ILE:B: Wuw.trkerig.com PROJECT NO: 0315 -016 i DRAWN DY: RP. 1 CN#GKED BY: FI1. i GAD FILE: 0315 -016A6 i THE IPFORIATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO THE CLIENT NAMED IS STRICTLY PROHIBITED. BITE 15IST 4 62N1D / FAIRWAY CENTER (5E 356 30 ) 14240 INTERURBAN AVE 5 TUKWILA, WA 98168 SHEET TITLE PARTIAL EAST AND NORTHWEST ELEVATIONS BEET NUMBER A -5 r* f ! a . SLISMITTALS 2 MAY 28/03 RE188UED FOR 8P./COPT. 1 MAY 15/03 ISSUED FOR BP./CONST. I 0 MAY CO/C3 _ I66UED FOR REVIEW V P1000 T UNISTRUT a 5 0/C MAX, LENGTH TO SUIT TRAY (2) HILT! KBII 3/S" pia. KUJIK BOLTS, 3" MIN. EMBEDMENT (2) 1/4" DIA. BOLTS CAU CHANNEL NUTS EXISTING CONCRETE WALL 1-1/2"=1 0 6.. no■•••••110.••■••■•■"...... 7 V o z VERTICAL GABLE TRAY SUPPORT 2" RIGID METAL CONDUIT CAU UNISTRUT PIPE CLAMPS (PART 4°1211) REFER TO NOTE 3 1" RIGID METAL CONDUIT CAU UNISTRUT PIPE CLAMPS (PART 1 1°1213) REFER TO NOTE 3 ■■•••••■•••■■■•■••■■• (2) .12 SELF DRILLING SCREWS 1/2" RUBBER MAT WIDTH AS NOTED ON DRAWINGS 4"x4" PVC SLEEPERS • 4 0/C MAX, LENGTH TO SUIT TRAY SET SLEEPER INTO ROOFING TAR TO PREVENT MOVEMENT HORIZONTAL GABLE TRAY SUFF'ORT 1-1/2" 1-0" 0 6" (2) 0 12 SELF DRILLING SCREWS I/2" RUBBER MAT CABLE TRAY NOTES: I. CABLE TRAY IS STEEL LADDER TYPE c (IS GA), 4" NOMINAL DEPTiiiI, RUNGS AT I$ " 0/C MAX. PROVIDE MATCHING COWER ' SIZE IS AS SPECIFIED ON DRAWINGS. CONTRACTOR TO PROVIDE ALL ELBOWS, TEES AND oulEpt PiTTINGS ATTA6I4ING WARMAN! AS REQUIRED TO COMPLETE TIME CABLE TRAY ROUTE. CABLE TRAY RADIUS OP CORNER PIECES TO SUIT ANTENNA CABLE BEND RADIUS. 2. CONTRACTOR TO ENSURE ALL ANTENNA AND GROUND CABLES EXIT CABLE TRAY VIA SIDEWALL PENETRATIONS CALI GROMMETS. 3. PANT TO MATC4.4 BUILDING BEFORE INSTALLINS. WIDT14 AS NOTED tilte.MiriVaRAPIIP.P.PiPAItannPAIMAanrill!"...."11 ON DRAWINGS 1-101RIZONTAL CA5LE TRAY SUPPORT 1-1/2".1 0 6" 03 Nov /4/ ANTENNA CABLE SNAP-IN HANGERS SIZED TO SUIT POWER AND TELCO CONDUITS 4"x4" PVC SLEEPERS • 4 0/C MAX, LENGTH TO SUIT. DRILL 3/4" DIA. HOLES FOR HANGERS SET SLEEPER INTO ROOFING TAR TO PREVENT MOVEMENT CM Of TUICMLA APPROVED 3 ' ) ' - 2 5 O 3 wit_u RECEIVED CITY OF TUKWILA JUN 0 4 2003 PERMIT CENTER 19807 NORTH CREEK PARKWAY N SUITE 101 BOTHELL, WA 98011 PHONE (425) 378-4000 411 ENGINEERING 4•201 MSS 66T14 AVE SURREY, 5c V35 1XI, CANADA TEL: (604) 514-6432 FAX: (604) 514-6431 TOLL FREE: 1-S11-345-4045 EMAIL: ma 1 I lit:Wine corn U.EB: www.triceng.com !PROJECT NO: 0315 ORA/AN BY: RP. CHECKED BY: F.M. I CAO FILE: 0315-01646 THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO THE CLIENT NAMED IS STRICTLY PROHIBITED. AA! SEAL MAY 2 e 2003 SATE 1515T a 62ND / FAIRWAY CENTER (5E35631") 14240 INTERURBAN AVE 5 TUKWILA, WA Si3168 SWEET TITLE ANTENNA CABLE SUPPORT DETAILS SWEET NUMBER A-6 0, • a _„ MAY 00/03 I MAY 6/03 I MAY 20/03 3UBMITTALs i FOR SPICO IEIMED FOR DPICC7N$T. I 0$. f 4 N C- ry 0 eh N m m m m n -1 -1 a L t L 4' -5 5/16" Z^ � ,i>ple EArtfoOg �ZZ to N 2' -'3 1/16" , I t I I 1 �r -1+ -T 1 a D i 1 \ I V \ I V I \ I �\ I ; J 2' -6 13/16" J ti 6' -4 3/8" 8' -10" N tii§ Fie Z' -5 1/2" PA 0 u TP ;A 8' -4 3/4" 3' -1 11/16" priX WilfCi :Pi i il ti-4 2 aa 11 0 ;ILI 4' -4 11/16" 2' -5 5/8" 3' -4 1/16" Z' -0" J • 1 J N k IF T I \\ // \ i / 1 • 1 1 1 I \! // 1 \ / 1 / 1 \ 1 // 1 / \ / \ N I \\ // 1 I - . \ / \ a S. / 1 / \\ /' 1 j \\ / / 1 1 / 1 / \ / 1 / / 1 / / 1 / I \ / / \ / I \ / \ / /' ` 1 / / / \ / / \ I / \\ / \ / / / / / / / , / / / / 1 , 1 1 1 1 1 6 ■ 1 / / / / \ 1 t \ \ \ / // / J 1 1 / \ J 1 \ / ' \ r \ 1 / / \ 1 1 r \ / r \ / t y J \ \ J 1 \ r \ \ r \ / ■ \ / / \ J \ \ r / r \ \ / \ r J ■ \ r } T , , / / . / 1 ---------- 7 \\ \ \ / / t a \\ • \A i % ` ` \ 1 r / / \ (PM 1111111 111110. \i'A \\ ♦ } \ ♦ % \ \ \\ ! r r \ 1\111 ; \! \\ ♦ r \ i i \ \ \� / J N. \\ ♦ / \ \ • • ♦ \ \ J J / \\ • / \ \ • • \ \\ ! \ 1 � \ \\ • r \ \ • • \ X \\ / J \ I \\11YM \\ • J \\ t • ♦ \ 1 1 \ \\\ J \ ♦ • \ \ \ / / °J 11�11�im \\ / • \ t • • \ / \ \ \ / .1 J ♦ \ \ ♦ \ \_ \ / I r - -� � - / ?#:-/ \ / 741 m n D 0 .1111111111111• a 17.09 Prr; 22 1 71111 < 1 Yttbk51 iA / \ / \ \ / \ / \ / \ / \ \ J1 1 1 1 1 1 \ 1 / , , g 0 m b A / / / , / / ■ 4 ANTENNA i 1 SECTOR ANTENNA MODEL • VENDO 4. AZIMUTW (TN) MECHANICAL DOILNTILT " ---- -, RADIATION CENTER CABLE I LENGTH COAXIAL CABLE NUMBER OF COAX RUNS t - I A-1 ALPHA . DRfr5- 19- XXDPGN , EMS - 9 .._ TLSD. 31' -0" 165' -04 I ANDREW 1 5/8" DIA. I A -3 165 _ ANDREW 15 /d" DIA. , I A -4 , 165' -0"t ANDREW 15/8" DIA. CITYTALK W/LNA A -? 4 165' -0 "t ANDREW 1 5/8" DIA. I B -1 !SETA DR65- 19 -XXDPQ EMS _ 21® T.B.D. 31 -0 �� 165' -0 "t ANDREW 1 5/8" DIA. I B -3 165 ANDREW 1 5/8" DIA. I 5-4 165' -0 "t ANDREW 1 5/8" DIA. I B-2 165' -0 "t 0 ANDREW 1 5/8" DIA. C -1 GAMMA DR65 - 19 -XXDPQ EMS 330• T.BD. 31 235' -0 "t ANDREW 1 5/8" DIA. I C -3 235' -0 "t ANDREW 1 5/8" DIA. C-4 235' - ® "t ANDREW 1 5/8" DIA. I C -2 235' -0 "t ANDREW 1 5/8" DIA. I E911 (TYP. OF 2) - PCIN0E- 01908 -0021M ANDREW - .. T.B.D. T.B.D. ANDREW 1/8" DIA. 2 GPS - VIC 100 MATSUSHITA - - 20' -2 "t 14' -0 "3 ANDREW 1/2" DIA. I TYPE EQUIPMEONT LENGTH OF CABLE RUN DIA. OF CABLES MIN. BENDING RADIUS CITYTALK/ ULTRASITES 3 -0 ", 6' -0 ", AND 10' -0" SUPERFLEX JUMPER RUNS 1 /2" 1 1/4" GITYTALK/ ULTRASITES 3 -0 ", 6' -0 ", AND 10' -0" FLEX JUMPER RUNS 1/2" 4" ULTRASITES 0" THRU 100' -0" 1/8" 10" ULTRASITES W/LNA OR ULTRASITES . 101' -0" THRU 150' -0" . 1/8" 10" 101' -0" THRU 150 -0" 1 5/8" 20" ULTRASITES W/LNA 151' -0" AND GREATER 1 5/8" 20" CITYTALK W/LNA ■ 0" THRU 130' -0" 1/8" 10" CITYTALK W/LNA . A 131' -0" AND GREATER - 15/8" 20" SUIBMITTAL5 2 MAY 24/03 REISSUED FOR BP. CONST. I MAY Eon ISSUED FOR BPJC 1 T. 0 . I MAY EDS/03 - Iee(ED FOR IREVIEW CONNECTORS STEP 1 • NOTE: PLEASE REFER TO RP BUILD FORM FOR FINAL SITE CONFIGURATION. V COAXIAL CABLE NOTES: I. ALL COAXIAL CABLE CONNECTIONS TO BE WEATHERPROOFED. 2. CONTRACTOR TO PROVIDE DRIP LOOPS N CABLES AND JUMPERS WHERE 3. TAGGING: 3.1 ALL COAXIAL CABLES TO BE MARKED WITH COLOR CODED TAPE TO 32 COLORED ELECTRICAL TAPE SHALL MARK EACH END OF CABLE AND (NOT TO INTERFERE WITH WEATHERPROOFING). 33 IN ADDITION TO TAPE MARKINGS, EACH END OF EVERT' CABLE SHALL VOICESTREAM) INSCRIBED WITH NUMBER AND COLOR OF TAPE. 4. COAXIAL CABLE SPECIFICATIONS REQUIRE CABLE SUPPORT EVERY 3' -0" REQUIRED TO MEET TI-IIS REQUIREMENT. ELECTRICAL TAPE: 3 LAYERS WITH 2" TAPE AND 3 LAYERS IN 3/4" TAPE (ALL WITH MINIMUM 50% OVERLAP). ALL TAPE ENDS SHALL SE CUT (DO NOT STRETCH). COAT WITH 3M SCOTCH COTE SPRAY SEALER • N.T.S. SITE LOADING CHART ELECTRICAL TAPE (I LAYER) COAXIAL CABLE UE4T-4EPOOFING COAXIAL GABLE SPECIFICATIONS STEP 2 STEP 4 NECESSARY. INDICATE THE ANTENNA SECTOR. EACH END OF JUMPERS AS CLOSE TO EACH END AS POSSIBLE. ALSO BE FITTED WITH 'BRASS LABEL TAGS (SUPPLIED BY ON CENTER. CONTRACTOR SHALL SUPPLY SUPPORTS AS BUTYL TAPE (ALSO KNOWN AS MASTIC, TAFFY TAPE) NOTE: VERTICAL CONNECTIONS 51-IALL BE TAPED FROM THE BOTTOM UP SO OVERLAP MOVES WATER AWAY FROM CONNECTION, TYP. • STEP 3 • 1RED 3RED 4RED 2RED ALPHA SECTOR TX/RX TX 3 RX 4 2 1 GREEN 3 GREEN 4 GREEN 2 GREEN BETA SECTOR TX/RX TX 3 RX TX/RX 2 GAMMA SECTOR 1 YELLOW TX/RX 1 3 YELLOW 4 YELLOW TX 3 RX 2 YELLOW TX/RX 2 NOKIA ULTRASITE (EQUIPMENT CABINET) ALPHA SECTOR BETA SECTOR GAMMA SECTOR w S 6' -0" SUPERPLEX JUMPER CABLE C� !i=1 6' -0" 6UFIEPOILEX JUI IPER CABLE E: — EM 6' -0" WPEMPLEx JUMPER CABLE Q 6' -0" SUPEPOBLEx JUMPER CABLE C� CE7 6' -0" SUPERFLEX JUMPER CABLE 6' -0" SUPERFLEX JUMPER CABLE C 1 MEI .1 6' -0" SUPERFLEX JUMPER CABLE 6' -0" SUPERFLEX JUMPER CABLE 6' -0" SUPERFLEX JUMPER CABLE 6' -0" SUPERFLEX JUMPER CABLE 6' -0" SUPERFLEX JUMPER CABLE 6' - 0" SUPERFLEX JUMPER CABLE EMI NEI Al - 1 REP BAND A3 - 3 RED BANDS A4 - 4 RED BANDS A2 - 2 RED BANDS BI - I GREEN BAND B3 - 3 GREEN BANDS B4 - 4 GREEN BANDS 52 - 2 GREEN BANDS GI - 1 YELLOW BAND G3 - 3 YELLOW BANDS G4 - 4 YELLOW SANDS G2 - 2 YELLOW BANDS GI AT ANTENNA CG'ECTION *2 AT ENTRY TO EQUIPMENT CABINET r- 1Gil,J IDIN (F)I IDIN (F)1 IDIN (F)I IDIN (F)I IDIN (F)I !PIN (F)1 IDIN (F)1 ID IN (F)I N.T.S. 15/8" COAXIAL CABLE 1 5/8" COAXIAL CABLE L 1 I 5/8" COAXIAL CABLE 1 5/8" COAXIAL CABLE 1 5/8" COAXIAL CABLE 15/8" COAXIAL CABLE 1 1 5/8" COAXIAL CABLE 1 5/8" COAXIAL CABLE 15/8" COAXIAL CABLE 1 5/8" COAXIAL CABLE 15/8" COAXIAL CABLE SECTOR ANTENNA DESIGNATION - COLOR CODING [D IN (F)1 IDIN (P)I IDIN (F)I IDIN (F)j IDIN (F)I IDIN (F)1 IDIN (F)I IDIN (F)I IDIN (F)1 IDIN (F)] IDIN (F)I ANTENNA AND COAX GENERAL NOTES 1. ALL ANTENNA AND COAXIAL ANTENNA CABLE TO SE FURNISHED BY VOICESTREAM AND INSTALLED BY CONTRACTOR. 2. COAX COLOR CODING: ANTENNAS TO BE NUMBERED N A CLOCKWISE MANNER FROM TRUE NORTH AND COLOR CODED AS FOLLOWS: 3. THE ABOVE COAX COLOR COOING APPLIES TO SECTORIZED SITES FOR O NI SITES USE THE ATO, BTO, GTO COLOR CODES ONLY. 4. COAX SHALL BE TAGGED WITH COLOR COONS AT (2) PLACES USING 1" WIDE WEATHERPROOF COLORED VINYL TAPE, AT THE FOLLOWING LOCATIONS: •. RJ4 COAXIAL CABLE WITH MINIMUM 12" SLACK 12" FROM EDGE OF EQUIPIENT CABINETS, ACROSS WAVE GUIDE BRIDGE, UP TOUR LEG AND DISTRIBUTE TO EACH ANTENNA DEVICE. FURNISH AND INSTALL MINIMUM OF (3) GROUND KITS PER COAXIAL CABLE PER ELECTRICAL DRAWINGS. VERIFY NUMBER OF ANTENNAS, CABLE AND CABLE DIAMETER WITW PROJECT MANAGER. 3' - FLEX JUMPER CABLE ( 8 FLEX JUMPER CABLE C� t=1C 8 FLEX JUMPER GABLE C1 flC 3' -0" FLEX 6' -m" FLEX JUMPER CABLE JUMPER CABLE s- EJILNA 1=1C 1 5/8" COAXIAL 3' -0" FLEX 6' - FLEX CABLE JUMPER CABLE JUMPER CABLE ID N !F) ow (ILNA1E3 ti=3 C 3' -0" FLEX JUMPER CABLE MEI 111=1 3' -0" FLEX JUMPER CABLE ILNAI ILNA1 COAXIAL GAPLE DIAGRAM 1)40 /LH 6'.0" FLEX JUMPER CABLE C33 CC] C 6 FLEX JUMPER CABLE 8 FLEX JUMPER CABLE C3 LA 3' -0" FLEX 6' -0" FLEX JUMPER CABLE JUMPER CABLE =it EJILNAI© 7 C 6 -0" FLEX JUMPER CABLE ILNA C 03'-0" FLEX JUMPER CABLE EMI C 8 FLEX JUMPER CABLE SI 6' -0" FLEX JUMPER CABLE C C CITY Of TU WLA APPROVED JUL 2 5 2003 As 9010 A -I A -3 EMS DR65- 1!!- )0C0PQ A -4 A -2 B - B -3 EMS DR65 19 - XXDPQ B -4 5-2 G - G -3 EMS DR65- 19 -XXDPQ G -4 G -2 RECEIVED CITY of nmwiu JUN 0 4 2003 PERMIT CENTER I 19807 NORTH CREEK PARKWAY N SUITE 101 BOTHELL. WA 98011 PHONE (425) 378 -4000 E NGINEERING •201 - 11688 - 66TH AVE SURREY, BC V35 1XI, CANADA TEL: (604) 514 -6432 FAX: (604) 514 -6431 TOLL FREE: I- 811- 345 -4045 EMAIL: ma I I •trkwg.coin WEB: www.trkeng.com PROJECT NO: 0315 -616 1 I DRAILN RP. i !CHECKED avz i GAD FILE 0313- 01614F1 1 THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO THE CLIENT NAMED IS STRICTLY PROW4I15ITED. A4E SEAL MAY 2 e 2G0 SITE 15IST 4 62ND / FAIRWAY CENTER (5E35630) 14240 INTERURBAN AVE 5 TUKWI L A, WA 98168 STET TITLE FF DETAILS 1 I SWEET NUMBER RF -1 SUE3MITT4LS 2 MAY 28/03 REISSUED FOR BP/ ON6T. 1 MAY b /03 I66LED FOR BP/CON6T. o MAY Ce/03 1681ED FOR REVIEW FIGURE 1 FIGURE 4 ELECTRICAL TAPE OVER MASTIC TAPE GROUNDING CLAMP GROUND ING STRAP ASSEMBLY e N.T.S. FIGURE 2 FIGURE 5 SLOT FOR ADJUSTABLE BAND CLAMP ADJUSTABLE BAND CLAMP GROUND ING CLAMP COAXIAL CABLE GROUNDING SWEEP TEST PROCEDURE: T1 FOLLOWING PROCEDURE DESCRIBES THE TEST AND FAULT FINDING PROCEDURE TO BE FOLLOWED FOR ALL ANTENNAS. 1. TEST EQUIPMENT SHOULD CONSIST OF A SWEEP OSCILLATOR SET TO RUN BETWEEN 1800 AND 2000 MHz, DIRECTIONAL COUPLER WITH AT LEAST 35dB DIRECTIVITY AND SCALAR NETWORK ANALYZER WITH RESOLUTION OF BETTER THAN 02d8. A MATCHED 50 Ohm LOAD AND SNORT CIRCUIT TERMINATION ARE ALSO REQUIRED. 2. SET UP THE RETURN LOSS ME ASURING SET AS PER THE MANUFACTURERS INSTRUCTIONS AND CALIBRATE WITH THE SHORT (0d8 RETURN LOSS VSWR = INFINITY.) 3. INFORM THE OPERATIONS STAFF AT THE SWITCH THAT SWEEP TESTS ARE TO BEGIN AT THIS SITE SO THAT THEY CAN DISABLE TRANSMISSION TO AVOID POTENTIAL TRX DAMAGE WITH THE ANTENNA PORT OPEN. (IF APPLICABLE) 4. COMPOSITE RETURN LOSS: DISCONNECT THE BOTTOM JUMPER AT THE BTS AND COIWECT IT TO THE MAIN PORT OF THE BRIDGE. RETURN LOSS OF THE COMPOSITE JUMPERS, FEEDER AND ANTENNA SHOULD BE < -18dB ( VSWR > 15 : 1 ) BETU,EEN 1800 AND 2000 MHZ. 5. FEWER RETURN LOSS: TURN OFF THE SWEEP GENERATOR, DISCONNECT THE TOP JLJ'IPER AT THE ANTENNA AND CONNECT A DUMMY LOAD TO THE END OF THE TOP JUMPER WITH A DIN - N ADAPTER. POWER UP THE GENERATOR AND MEASURE THE RETURN LOSS LOOKING INTO THE BOTTOM JUMPER THE RETURN LOSS SHOULD NOT EXCEED -1Sd ( VSWR > 13 : 1 ) BETWEEN 1800 AND 2000M14Z. 6. FEEDER INSERTION LOSS: REPLACE THE LOAD WITH A SHORT CIRCUIT TERMINATION AND MEASURE THE MAXIMUM AND MINIMUM RETURN LOSS BETWEEN 1800 AND 2000. ADD THIS TOGETHER AND DIVIDE BY 4 TO GIVE THE AVERAGE 1 WAY INSERTION LOSS WHICH SHOULD BE < 3 dB. 1. IF THE CONDITIONS IN 4, 5 AND 6 ARE MET THEN THE TEST IS COMPLETE. IF 4 IS BAD BUT 5 4 6 ARE OK THEN REPLACE TI-IE ANTENNA AND RETEST. IF 5 4 6 ARE BAD THEN MEASURE RL OF MAIN FEEDER ONLY. IF RETURN LOSS IMPROVES TO -20 OR BETTER OR INSERTION LOSS IMPROVES BY MORE THAN 2d15 THEN REPLACE OR RETERMINATE THE BOTTOM AND TOP JUMPER. OTHERWISE REPLACE THE MAIN FEEDER RUN. NOTIFY PROJECT MANAGEMENT AND RF ENGINEERING CF ANY FAULTY HARDWARE. ALL TEST RESULTS SHOULD BE CLEARLY MARKED WITH SITE, FEEDER NUMBER, DATE, MEASURED TIME. FIGURE PUTTY TAPE 16 GROUND LEAD 2 BARREL HYDRAULICALLY CRIMPED CONNECTION IF REQUIRED BY ANTENNA rr�,�i�.aiQnrir� EXTEND LEAD IF REQUIRED BY ANTENNA CONFIGURATION, EXTEND LEAD WM CONDUCTOR TO GROUND BAR FIGURE 6 SITE SUPPORT (EXTRA TALK) EQUIPMENT CABINET 1�► B ANTENNA SPECIFICATIONS N.T.S. MODEL • MANUFACTURER: HE IGNT: IAMETER: WE IGWT: E911 ANTENNA N.T.S. MODEL MANUFACTURER: HE IGHT: DIAMETER: UUE IGHT: CAPS ANTENNA N.T.S. MODEL •: MANUFACTURER: MOUNTING BRACKET: LENGTH: WIDTH: DEPTH: UE:IGHT: 1 -01 -002M ANDREW 3 1/S" 1 s /a" OW lb*. SIC 100 MATSUSHITA 3 1/2" 3 1/8" 0.66 lbw EQUIPMENT ISOMETRIC Po3. /1/9 ULTRASITE EQUIPMENT CABINET, TYP. OF 2 DR65- 19 -XXDPQ EMS SUPPLIED WITH ANTENNA 12" 12" 4" 32 LESS. 0 FUTURE urns WCDMA CABINET CnY Of TUI(WI A APPROVED JUL 2 5 2003 AS NO i RECEIVED cry of TUKWII.A JUN 0 4 2003 PEiMT CENTER 111 19807 NORTH CREEK PARKWAY N SUITE 101 BOTHELL. WA 98011 PHONE (425) 378-4000 I ENGINEERING •201 - 11688 - 66TH AVE SURREY, BC V3S 1XI, CANADA TEL: (604) 514 -6432 FAX: (604) 514 -6431 TOLL FREE: 1 -811- 345 -4045 EMAIL: ma 11 •trickrig,com WEB: uww.trkang,com PROJECT NO: 0315 -01i i DRMk4 BY: i C •EO ED BY: i Goo FILE: 0315- D16RF2 i THE INFORMATION CONTAINED IN T1415 SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO THE CLIENT NAMED IS STRICTLY P O141U5ITED. SITE 1 5IST 4 62ND / FAIRWAY CENTER (5E35630) 14240 INTERURBAN AVE S TUKWILA, WA 9816$ 64-IEET TITLE RF DETAILS II &tIEET WISER RF -2 1.111•1001111.4 , N • r • • SUBMITTALS 2 MAY 26/03 RE OWED FOR BP./CCRieT. 1 MAY 5/03 WALED FOR 5P./CON6T- 0 / MAY C6/03 MEMO FOR REVIEW . ..,..4401• 1441404,44.•••• - 4 •■•■•••••• EDGE OF CONCRETE PAD EDGE OF THICKENED PAD STEEL TROWEL FINIS-4 FUTURE UNTS Lucoma (a4sibe) 3/4"11'.0" 0 1 2 NOKIA ULTRASITE CABINET (84511:4) NOKIA ULTRAS! TE CABINET (8451106) 1 1/2" TT SITE SUPPORT (EXTRA TALK) CAr3INET (882Ib6) POWER STU5-UP 1'-10"t 6'-0" 6" THICK CONCRETE SLAB PROVIDE 3/4" CHAMFER ALL AROUND, TYP. T.O. GRANULAR "A" MATERIAL 0 0 0 0 0 05 CONTINUOUS, TYP. OF 2 TELCO _,./ 1/2 STUB-UP gk CONCRETE EQUIPMENT PAID SECTION L 1-1/2"=1*-0" 0 --4 J SLOPE PAD SURFACE AT 2% TO PROVIDE POSIT I VE DRA INAGE 1 -11 13/16"* I CONCRETE EQUIPMENT PAD LAYOUT N 1/4" 0 4 AT 12" EACHWAY OR 4x4 4/4 WIRE MESH 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 (-) NOTE TO CODE OFFICIAL, PAD 15 FOR EQUIPMENT ONLY (NO !BUILDINGS) dl I 13/16" itte STEEL TROWEL FINISH d 14‘ 6 MIL POLY 6" CRUSHED ROCK REMOVE ORGANIC MATERIAL (12" MINIMUM) AND REPLACE WITH 8" LIFTS OF COMPACTED GRANULAR "5" MATERIAL OR PIT RIN COMPACTED SOIL TO MN. 95% STANDARD PROCTOR MAXIMUM DENSITY PER ASTM D1551 METHOD D 2' -4 11/16" "1/16" 1 11/16" PLINTH ANCHOR 140LE, TYP. J S 4 L__ CENTER LINE OF DOLTS 3/4"•I'-0" 1 2 14 O1111 VOICESTREAM EQUIPMENT PLINTH, TYP. PROVIDE S1-11MS TO LEVEL II FASTEN TO CONCRETE PER EQUIPMENT MANUFACTURER'S REQUIREMENTS VOICESTREAM EQUIPMENT PLINTH. PROVIDE SHIMS TO LEVEL 1 5/16" PLINTI-1 LAYOUT 6" THICK CONCRETE GLAD PROVIDE 3/4" CHAMFER ALL AROUND, TYP. o c> 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 • • • 0 0 o 0 0 0 0 0 0 • 0 0 0 0 0 0 0 0 0 0 0 o o 0 o 0 0 ci =C 0 • • P • 0 •0 0 C' 0 0 0 o 0 7 o o 0 0 0 0 • •6' 0 0 0 0 0 0 0 a D O ° 0 o,/ or 0 0 o 0/ 0/0 o /0 / 0 , 6 9/09-17 0 . c.„/ o, , ./ 0 0°0 „, 09/0%' 0 0 9 • e •••• • • • // 0 0 • • ' N 14 • 4 a N • a • 4 N 4 4 • 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0000000000000000 000000000 00000000 •000000 0 0 0 0 0 0 0 T.O. EXISTING GRADE \ \ / 0 \s/ t) \\<„, BLEND CRUSHED ROCK INTO GRANULAR "A" MATERIAL AT EDGE OF CONCRETE PAD EDGE OF CONCRETE SLAB i-in".ii-e" 6" STEEL TROWEL FINISH EDGE OF CONCRETE PAD 25kvA TRANSFORVIER. FASTEN TO CONCRETE PAD AS PER TRANSFORMR MANUFACTURER'S REQUIREMENTS I/4" 1-1/2"•1'-0" 0 6" •4 AT 12" EACI-IWAY OR 4x4 4/4 WIRE MESH NOTE TO CODE OFFICIAL, PAD I FOR EQUIPMENT ONLY (NO !BUILDINGS) CONCRETE EQUIPMENT FAD SECTION 3 I. REFER TO A-2 FOR ALL CONCRETE 6PECIPICATION6. NOTES: STEEL TIROLLIEL FINI614 d 0 6 MIL POLY 6" CRUSHED ROCK 0 @<;\"\ REMOVE OIRISANIC MATERIAL AND 'REPLACE WITH 8" LIFTS OF COMPACTED GRANULAR "5" MATERIAL OR PIT RUN COMPACTED SOIL TO MIN. 95% STANDARD PROCTOR MAXIMUM DENSITY PER ASTM 01551 METHOD 0 c103•Pfis/09 ® CONCRETE EQUIPMENT PAID SECTION CITY Of TUKWILA APPROVIO JUL 25 2003 AS tU u NV, s IPS RECEIVED rrry O Ti JUN 0 4 200i PERMIT CEN Ie. Itticeitm 19807 NORTH CREEK PARKWAY N SUITE 101 BOTHELL, WA 98011 PHONE (425) 378-4000 ljr ENGINEERING •201 - 11688 - 66114 AVE SURREY, BC V38 1X1, CANADA TEL: (604) 514-6432 FAX: (604) 514-6431 TOLL. FREE: 1-811-345-4045 EMAIL: mall•tikanecom UES: uour.t.rkerig.com 'PROJECT NO: 0315-016 DRAM BY: RP. CHECKED BY: FM CAD FILE: 0315-01661 THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO THE CLIENT NAMED IS STRICTLY PROHIBITED. SITE 15IST 4 62ND / FAIRWAY CENTER (SE3563D) 14240 INTERURBAN AVE S TUKWILA, WA 58168 41 SHEET TITLE EQUIPMENT LAYOUT AND CONCRETE PAD DETAILS SWEET NUMBER S-1 • S • SUSMITTALS - - -- GATES, r -�� / / __ I . --../ r r r r HORIZONTAL __J - I ---- 1 I \ - I 1 — \ \ \ \ , \ \ \ - - - - SIMPSON TIE PLATE, \ \ \ \ \ \ Ir - N I - %.'!f -- - - \ \ \ \ TP51 TYP. \ \ \ \ \ \ \ \ \ \\\ r 1 \ \ \ \ \\ ■ \ \ \ \ - / r r I r ON TYP. r r r r r r r - - - - - r -4 - r - 11 1 r L -t 1 r� I r r I EACH - r--- -• I 1�_.►�� ON TYP I_ -1 -- , f T i I`' r 1 r}-- / L_I 1 1 SUSMITTALS - - -- GATES, r -�� / / __ I . --../ r r r r HORIZONTAL MAY 28/03 - _ - _ 7 - 1 I 1 -J ,y'' - r----r- r r r UL V I r r r - - 2"x6" SIDE r r r r - - VERTICAL OF _ r 4. r r r r 2 "x6" INSIDE I r , r r r r r r r : I OF GATE, - / r r I r ON TYP. r r r r r r r - - - - - r -4 - r - 11 1 r L -t 1 r� I r r I EACH - r--- -• I 1�_.►�� ON TYP I_ -1 -- , ` SUSMITTALS 2 MAY 28/03 RE I581.ED FOR BJ°.K.ONST. 1 MAY 8103 ISSUED FOR .P./IC,C WbT. 0 MAY 08/03 memo FOR REV1E11J 4 8 "x8" POST CAP, TYP. �•,I'�I�I'i�'�,t:;i�*I �� ± .•- j i ��4�I ,�iI� �I,�►I��'I�i►��'I4i��:I�I �" I�ijj► �i�" Ij► ��' I, �► �' �Ol�j�i I�► ��", �► �% � 4�I 4 i► �► ��I, �► �►' �' �I �j�dlji►, �► �� I, �► �' I' I` ►�'��'I�►j��'I,�►�►��'i�ijj►��' Iii► jj� '�'I`►f'��'I�i��''I�i�►�� I'1�'i' ..: Iwr_ t! �Iw.. Iw. ►. r►! J, a. I.! 'Iw.�.I!Iw,r.�! �!�Iw.� !!Iww!�!w�► 4!'Iw.► �!Iw� 4!,I�'w�w_r�!Iw�.• .I!'►,�►.4!I.rr► �!Iww.�!Iww..�!"iww �!Iwi► �!Iw.► 4!Iw,�.4!iw.►.�!I.�� !Iw� t!'Iw� 4!I'.►w_rRI ►w.r_4!fI,,►� �t!4► \ ;� \ ,/ \ \ \ r \ \ � ' ° ° . 0 00 0 . , \,,., Of o \l, \ \ 4> \ s<„ ,/- <\ , ./ „. :/ / \,, /\ r 214" \� 0 0 0 0 0 3 L__J 2"x4" 2 "x6" 2"x2" SECTION 6 " 0 SECTION 1 M • 11 011 0 2 "x6" HORIZONTAL ON TOP AND BOTTOM OF GATE 010 - 0 0 000 0 0 - 0�0 - 0 - 00000 • 0400 0 0 0 0 0 0 0 0 0 ,O ^ ^ ^^ O O O b O 0 • O o ° o • ° ° ° ° ° ^ ° ° ° 'RC7 ° ° °q A . t o' o o INSIDE OF GATE 0 0 0 0 O ° 0 ° 0 ° O ° 0 ° 0 ° 0c l i po y 0 V-5 1/2" 0 PROVIDE LOCKING LATCH 0 O O 0 ° 0 • 0 • 2 "x6" DIAGONAL ON ;,(K, \ �' °,�� 0;:/\°/o:/o:o°, 0 0 0 0� 0 /\'`,3\ \ \, �,�,�,�\r. ,a > \„ \ vu T Her �r r. /\,\ SIMPSON TP31 TIE PLATE OVERLAP 2"x4" BY 1 1/2" ON ALL 3 SIDES 2 " 2 "x4" 1 "x6" 2 % i% \ ii \�i �� / ` /\ / i / i i .%\ r i ./\>,', ' />) 0 5 REBAR x 36" LG., 2 PER TIMBER 0' II II II II u __J 0 01 - O 000• - +O° J II II II 1I II u 0 0 O O 0 0 C EAST FENCE ELEV4TION 0 1 2 0 0 a' •3" 2"x6" HORIZONTAL BEHIND AT MID HEIGHT SIMPSON F1326 FENCE BRACKETS, TYP. 0 O O :0 0 0 O 0 0 0 0 o 0 0 O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o a o © 0 o o n 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o ' \Q � O , 1 O n O n O O O O O r , O \ \ / i \ \ / i \ \ / i \ \ / i � \ / i \\ \ / i i � \ \ / i '' �i, /i / \ \ /i<,/ A A A A A A A A A A A A .\ . PROVIDE 4 "x6" P.T. TIMBER BETWEEN GATE / i' /i // ( ,\ POSTS TO RETAIN WASHED CRUSHED STONE IN COMPOUND. T.O. TIMBER SHALL BE PLACED 4" ABOVE GRANULAR "A" MATERIAL. RAMP GRANULAR "A" MATERIAL TO TOP OF TIMBER AT 6:1 SLOPE OUTSIDE COMPOUND TO MINIMIZE TRIPPING HAZARD g 2 s 2 d o o o d 0 o�� / \ \�,. \ \�,� II II II I, u 0 0 0 D 4 O° o r., /, \ /j \ /,�� L 1�1 1_4 I i?st „4. ` • • • • • • • • At■ Alb 110 • '�- • • 1 "x6" KICKER 4 "x6" TIMBER T.O. GRANULAR "A" MATERIAL �\\`\ /;K\ \ ,\\411 1 "x6" VERTICAL PLAPIK, TYP. 2"x12" KICKER L wJ - - J I I I I I I I I I I I I L_ 0 6"X6" LOST TY" a 3/4"•1'-0" 0 I 2 8 "x8" POST CAP 2"x6" 2"x2" 2 "x 6 " 2 " x2 " 2 "x6" ; 0 ° 0 0000000000000 O ° 00 7 O O ° O ° 0 0 0 ° O ° 01 0 0, 4 0 ° 4) ° C� ° O� '00000 °00000 ° ° °000 / \ , - _ 0O , O 0, Pi_ o4 0 r' % f FENCE SECTION PO" °./4119 T.O. WASHED CRUSHED STONE T.U. CsRANULAR "A" MATERIAL : awa : e CONCRETE NOTES: 1. CONTRACTOR TO CONTACT ALL UTILITIES FOR LOCATION OP ALL UNDERGROLND SERVICES PRIOR TO CONSTRUCTION. 2. REFER TO A -2 FOR ALL CONCRETE SPECIFICATIONS. 3. ALL FENCING MATERIAL SHALL BE AS FOLLOWS: - NO. 1 CEDAR FOR 1" x b", 2" x 6", 2" x 4", 2" x 2" - NO. 1 HEM -FIR P.T. FOR 6" x 6" POST 4. ALL NAILS AND HARDWARE TO BE GALVANIZED OR ALUMINUM. 5. COLOR OF STAIN FOR FENCING MUST BE APPROVED BY THE CONSTRUCTION MANAGER AND BLEND WITH EXISTING LANDSCAPE OR ADJOINING BUILDINGr&. 0 0 , 300 O i ,f — 6 "x4•" P.T. POST -2 " MIN. FOOTING DETAIL 3/4 "•1' -0" O 1 2 CM Of TUKWILA APPROVED JUL 2 5 2003 AS �o RECEIvEo ('ITV OF TUKWILI JUN 0 4 2003 �ERIIAIT CENTER I, ■ 19807 NORTH CREEK PARKWAY N SUITE 101 BOTHELL, WA 98011 PHONE (425) 378 -4000 0 201 - 11686 - 66T14 AYE SURREY, BC V35 1X1, CANADA TEL: (604) 514 -6432 FAX: (604) 514 -6431 TOLL FREE: 1- 811 -345 -4045 EMAIL: matlftkig,com 11,E13: wuw.trk.ng.com I IMOJECT NO: 01: -0111 i PRAWN BY: R P. 1 I C NECKED BY: FM i CAD FILE: 0315 -014•82 1 THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT W1141C4 RELATES TO THE CLIENT NAMED IS STRICTLY PROHIBITED. SITE 151ST 4 62ND / FAIRWAY CENTER (SE3563D.) 14240 INTERURBAN AVE S TUKWI L A, WA 95168 !!FRET TITLE MOOD FENCE DETAILS &W#ET KAM ER S -2 ■ • 4S SUBMITTALS 2 I MAY 2&V3 RE !M ED FOR SPJCONST. 1 _ MAY 15/03 ISSUED FOR BP./CONbT. 0 MAY l71e/D3 ISSUED FOR REVIEW V ANTENNAS INSTALLED BY CONTRACTOR, REFER TO RF -1 t RF -2 FOR SPEC IFICAT IONS L -._J 4 4 4 4 •Q 4 b ■ 4 4 b 4 4 4 4 t1 4 4 Q 4 - - - __D CZ:=7.33 r- -- T- - -� - -1L - 3 1/2" ODx &' -5" LG. STANDARD WEIGHT PIPE 1/2" DIA. U -BOLT, TYP. 1/2" DIA. BOLT, TYP. WILTI 141T 1/2" DIA. THREADED RODS. BOND TO CONCRETE WITH HILT! 14Y150 ADHESIVE SYSTEM, 4 1/4" MIN. EMBEDMENT, TYP. L4 "x4 "x3/8 "x8" LG. L4 "x4 "x3/8 "xl' -3" LG. EXISTING CONCRETE WALL TYIC4L ANTENNA MOUNT ELEVATION 0 _... r._... _...... ..... r".� _...,..., _,.w - _.,. ,� ... LNA'S MOUNTED TO EXISTING PARAPET WITH (d) HILTI NIT 3/8" DIA. THREADED RODS. BOND TO CONCRETE WITH WILTI WY150 ADHESIVE SYSTEM, 3" MIN. EMBEDMENT, TYP. • 1/2" DIA. U -BOLT, TYP. 3 1/2" O.D. STANDARD WEIGHT PIPE L4 "x4 "x3/8 "x8 LG. / / / \ L4 "x4 "x3/8 "x1' -3" LCs. N ANTENNA MOUNT PLAN 1- 1/2 " =1' -0" (SETA I ALPHA SECTORS) 0 6" 1 • GPS ANTENNA 1 1/4" DIA. HOLE TWROUGI4 BENT PLATE CABLE TRAY CABLE TRAY CsPS ANTENNA 1- 1/2 -0" 0 6" GPS ANTENNA MOUNT 1' 3" 1 1/2" F �11 I I 0 0 0 1 1/2 OD. PIPE 1/8" BENT PLATE 4 - SUPER HEX HEAD DRILLERS 1 NOTES: 1. REFER TO A -2 FOR STRUCTURAL STEEL SPECIFICATIONS. 2. ALL BOLT pIA. Ab SPECIFIED CM NUTS AND LOCKWASNERS. 3. CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS, AND CONDITIONS PRIOR TO COMMENCING ANY WORK. ALL DIMENSIONS OP EXISTING CONSTRUCTION SWOIIN ON TWE DRAWING=S ARE INTENDED AS GUIDELINES ONLY AND MUST BE VERIFIED. 1) L4 "x4 "x3/8 "x1' -3" LG. L4 "x4 "x3/8 "x8" LG. 1/2" PIA. U -BOLT 3 1/2" O.D. PIPE CITY Of TUKWILA APPROVED JUL 2 5 2003 AS NO + to L'71II�Ca bl�,hVOIN YO T JUN 0 4 2003 PERMITCENRER 4 Peticivm 19807 NORTH CREEK PARKWAY N SUITE 101 BOTHELL, WA 98011 PHONE (425) 378 -4000 ENGINEERING "201 - I1688 - 66114 AVE SURREY, BC V35 1X1, CANADA TEL: (604) 514 - 6432 PAX: (604) 514 -6431 TOLL FREE: 1- 811- 345 -4045 EMAIL: ma tl •trker Scam U: uww.tricer►c..CO fl CT NO 0315 -016 i BY! RP. i CNECK D BY; F.M. i G4D FILE: ®315 -01663 i THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO THE CLIENT NAMED IS STRICTLY PROHIBITED. i SITE 151ST 4 62ND / FAIRWAY CENTER (5E3563D) 14240 INTERURBAN AVE 5 TUKWI L A, WA 98165 •F•ET TITLE ANTENNA MOUNT DETAILS i SWEET NUMBER S -3 • 8 CT A - IFI A I. ALL ELECTRICAL WO b4,4ALL BE COMPLETED IN ACCORDANCE WITH TWE LATEST EDITION OP 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 REGULAT I ONS, AND UTILITY GUIDELINES. 3. PERFORM ALL VERIFICATION, OBSERVATIONS, TESTING AND EXAMINATION OIL WORK PRIOR TO THE ORDERING OF ELECTRICAL EQUIPMENT AND TWE 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. REPORT ANY DISCREPANCIES TO CONSTRUCTION MANAGER AND CONSULTANT. 5. CAREFULLY EXAMINE THE SITE AND CONDITIONS OF THE PROPOSED WORK TOGETHER WITH T44E WORK OF ALL OTHER TRADES. INCLUDE IN THE TENDER PRICE ALL COSTS FOR WORK SUCH AS CUTTING AND PATCHING, REROUTING AND REPOSITIONING OF ELECTRICAL EQUIPMENT AND WIRING, MADE NECESSARY TO ACCOMMODATE T$.4E EQUIPMENT AND ELECTRICAL SYSTEMS SHOUN. CUTTING AND PATCHING OF TWE 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 SIHOUJN 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 5E REPLACED TO THE SATISFACTION OF THE CONSULTANT. 1. ALL SERVICES PENETRATING WALLS OR FLOOR SLABS SHALL BE IN CONDUIT UNLESS SPECIFIED OTHERWISE. ALL EXISTING AND NEW CONDUIT PENETRATIONS THROUGH FLOOR SLAB SHALL BE SEALED WITI -I A NON - SHRINK, WATERPROOF, FIREPROOF SEALANT APPROVED BY CONSULTANT AND LANDLORD. 8. THE CONTRACTOR SHALL X -RAY WALLS OR FLOOR SLABS IN ALL AREAS REQUIRING CORE DRILLING. DO NOT PROCEED WITH CORE DRILLING UNTIL X -RAY INSPECTION HAS BEEN CARRIED OUT TO ASCERTAIN PROPER LOCATION FOR PENETRATION. CORE DRILLING IS NOT ALLOWED N COLUMN CAP AREAS. 9. ALL CORE DRILLING OF THE STRUCTURE THROUGH WALLS OR FLOOR SLABS IN AREAS OCCUPIED BY OTHER TENANTS SHALL BE CARRIED OUT DURING HOURS, THAT ARE CONVENIENT TO THE BUILDING OIRIER 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 WMI0-4 MUST REMAIN IN OPERATION. REPLACE AND /OR REINSTALL ANY EXISTING DEVICES WHICI -I ARE TO REMAIN THAT ARE IMPROPERLY INSTALLED OR CREATE ANY INTERFERENCES WITH NEW CONSTRUCT ION. 11. SCHEDULE AND COORDINATE ALL WORK WITH 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 BOTI -I PARTIES. 13. PROVIDE TEMPORARY POWER SUPPLIES WITH RECEPTACLES FOR ALL TRADES TO FACILITATE CONSTRUCTION EQUIPMENT, E. WELDER, SAWS, ETC. RELOCATE AND REMOVE SERVICES AS DIRECTED BY CONSTRUCTION MANAGER OR THE CONSULTANT. 14. CUT BACK AND CAP UNUSED RACEWAYS TO A CONCEALED LOCATION SO THAT THE FINISHED WOW APPEARS NEAT AND CLEAN. REMOVE UNUSED, OBSOLETE WIRING BACK TO ITS RESPECTIVE PANEL BOARD. THE DRAWINGS SN0W 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 TH4-N INSULATION. ALL NEW WIRING SHALL BE COLOR CODED COPPER, MINIMUM *12 AWG THI-N AND MINIMUM 0 10 ALU3 OVER 15 FEET UNLESS NOTED OTHERWISE. WIRE SHALL BE RUN CONCEALED N EMT UNLESS OTHERWISE NOTED. CONCEALED AC-90 CAN BE USED FOR DOWN DROPS FROM OUTLET TO EQUIPMENT AND N PARTITIONS UNLESS PROHIBITED BY CODE OR OTHERWISE NOTED. AC -90 MAY 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 BE NEW AND UL APPROVED. EQUIPMENT OF SAME TYPE SHALL SE OF THE SAME MANUFACTURER 11. THOROUGHLY INVESTIGATE ALL EXISTING PANEL BOARD(S) 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. IS. WHEN SUPPLYING POTTER 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 544Ou N ON THE DRAWINGS. NEW CIRCUIT BREAKERS SHALL MEET THE REQUIREMENTS OF THE LATEST EDITION OF THE NATIONAL ELECTRICAL CODE. It CIRCUITING SWOUN IS DIAGRAMMATIC ONLY AND 16 INTENDED TO SHOW 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 TWE PROJECT. 21. PERMANENTLY TAG EACH CONDUCTOR OF EVERY SYSTEM IN EACW PANEL BOARD, PULL BOX, J -BOX, SWITCH BOX, ETC. 22. ALL CIRCUIT BREAKER& FU6E6, AND ELECTRICAL EQUIPMENT SHALL NAVE AN INTERRUPTING SHORT CIRCUIT CURRRENT RATING EXCEEDING TWAT TO WHICH THEY MAY BE SUBJECTED, (AS NOTED ON DRAWINGS), AND A MINIMUM 10000 A.I.C. 23. PROVIDE A SUITABLE INDEPENDENTLY SUPPORTED AND APPROVED OUTLET BOX FOR EACH LUMINAIRE, SWITCH, RECEPTACLE AND OTHER DEVICE. OUTLET BOX SHALL BE COMPLETE WITH 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 COLTER PLATES OVER ALL DEVICES. 24. COORDINATE ALL LU"1INAIRE LOCATIONS WITH ALL MECHANICAL SYSTEMS. 25. INSTALL A 200Ib. RATED 1/8" NYLON PULLROPE N ALL EMPTY CONDUITS. 26. ALL METAL CLAD CABLES INSTALLED SHALL BE SUITABLE FOR USE IN BUILDINGS OF NON - COMBUSTIBLE CONSTRUCTION AND CONNECTORS SHALL BE WATERTIGHT. 21. PROVIDE ALL NECESSARY GROUNDING AS REQUIRED BY LOCAL AUT ORITIES 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 STRJCTURAL ELEMENTS. CONDUITS SHALL NOT BE RUN PARALLEL TO HOT WATER OR STEAM LINES. WHERE CONDUITS CROSS OVER EXISTING CONDUITS OR LINES, THE CONDUITS SHALL BE FASTENED WITH 4" SEPARATION, MIN. 31. LIQUIDTIGHT FLEXIBLE METAL CONDUIT: USED WHERE PERMITTED BY CODE. 32. ALL PANELBOARD DIRECTORIES INVOLVED WITH THE PROJECT SHALL BE UPDATED AND REPRINTED TO REFLECT ALL CHANGES ASSOCIATED WITH ELECTRICAL INSTALLATION/RENOVATION. 33. PROVIDE PHENOLIC PLASTIC LAMINATE NAMEPLATES WITH MACHINE ENGRAVED BLACK PLATE, WHITE LETTERS, EXCEPT AS NOTED. NAMEPLATES SHALL BE ATTAC4 -ED WITH SELF TAPPING SCREWS OR RIVETS. (UNLESS NOTED OTWE VISE). REFER TO NAMEPLATE SCHEDULE. 34. ALL FIRE ALARM CONDUIT SHALL CONTAIN ONLY WIRING USED FOR TWE 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 AFFECTED 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. 31. TWE CONTRACTOR IS RESPONSIBLE FOR ALL PERMITTING, FILING, AND FEES IN CONJUNCTION WITH THE PROJECT. 38. THE CONTRACTOR SHALL SCHEDULE ALL NECESSARY INSPECTIONS WITH THE PROPER AUTHORITIES AND INFORM VOICESTREAM 24- 4.4OUR i IN ADVANCE. ALL TICKETS AND INSPECTION VERIFICATIONS WILL BE SUBMITTED TO THE OWNER'S REPRESENTATIVE WITHN 24- HOURS AFTER TWE INSPECTION HAS TAKEN PLACE. 39. CONDUCTOR LENGTHS SHALL BE CONTINUOUS FROM TERMINATION TO TERMINATION WITHOUT SPLICES. 40. PROVIDE PULL BOXES WHERE SHOWN AND /OR WHERE REQUIRED BY CODES AND /OR UTILITY COMPANIES. NAMEPLATE SCHEDULE PROPERTY OF VOICESTREAM WIRELESS Do Nog mew' MCAT BESIDE BREAKER IN PANEL "Al 4 " PROPERTY OF VOICESTREAM WIRELESS COCK METER MOUNT ON METER BASE 4" PROPERTY OF VOICESTREAM WIRELESS EMERGENCY GEN - SET 120t240V, IPM, 3W MOUNT BESIDE GENERATOR RECEPTACLE 6 " PROPERTY OF VOICESTREAM WIRELESS 100A/100AF, 240V, 21 FUSED MANUAL TRANSFER SWITCH MOUNT ON FUSED MANUAL TRANSFER SWITCH 8" PROPERTY OF VOICESTREAM WIRELESS 25kvA TRANSFORMER MOUNT ON TRANSFORMER 8" 1 1 PROPERTY OF VOICESTREAM WIRELESS 100A PALL 120/240V, 1P14, 3W MOUNT ON PANELDOARD "B" a „ VOICESTREAM WIRELESS SE3563 MOUNT TO SWING GATE a NOTE: ALL NAMEPLATES TO BE 1/8" THICK LAMACOID, BLACK FACE, WI -MITE CORE, FASTEN WITH APPROVED ADHESIVE. EQUIPMENT SPECIFICATION 1. FUSED MANUAL TRANSFER SWITCH TO BE HEAVY DUTY WITH NO. OF POLES, VOLTAGE AND CURRENT RATINGS AS INDICATED C/W NEMA 3R LOCKABLE ENCLOSURE. APPROVED MANUFACTURERS: FPL, SIEMENS, SQUARE P. CUTLER HAMMER 2. GENERATOR RECEPTACLE TO BE APPLETON CAT. NO. ACJA1034- 150 -RS OR APPROVED EQUAL. 3. PANELBOARD "B" TO BE CUTLER - HAMMER POW -R -LINE 1 CAT. NO. P1B1C1 -18 C/W NEMA 3R LOCKABLE ENCLOSURE OR APPROVED EQUAL. APPROVED MANUFACTURERS: FPL, SIEMENS, SQUARE D. 4. LIGHT FIXTURE TO BE COOPER QZWEDGE CAT. NO. QZSL CM 500W QUARTZ LAMP AND MOUNTING ACCESSORIES. 5. WEATHERPROOF DUPLEX RECEPTACLE AND TOGGLE SWITCH TO BE SPECIFICATION GRADE. 6. TRANSFORMER SHALL BE DRY TYPE WITH KVA AND VOLTAGE RATING AS INDICATED, VOLTAGE TAPS: 2 2-1/2% FCAN AND 2 2-1t2% FCBN, ELECTROSTATICALLY SHIELPED, COPPER WINDINGS, GROUND BUS AND NEMA 3R ENCLOSURE, AVERAGE SOUND LEVEL: 45dB. APPROVED MANUFACTURES: HAMMOND, REX, DELTA, POLYGON. 1. CHECK METER TO BE 100AMP, 480VOLT, 1P14, 5 JAW, UL APPROVED FOR CHECK METER APPLICATIONS TO PROVIDE ACCUMULATIVE KILOWATT HOUR READINGS. S. PANELBOARD "A" TO BE CUTLER - HAMMER POW -R -LINE 2 CAT. NO. P2L4C2 -24 C/W LOCKABLE ENCLOSURE OR APPROVED EQUAL. APPROVED MANUFACTURERS= FPL, SIEMENS, SQUARE D. EXISTING CIRCUIT BREAKER TO BE REMOVED EXISTING WIRING TO BE REMOVED PROVIDE WIRING TO TRANSFORMER TO - MATCH EXISTING 2- TNHN PLUS 0 8 GROUND N 1" EMT TRANSITION FROM EMT TO RMC 25kVA, 4S0 -240V, 1P44, 3W DRY TYPE TRANSFORMER C/W NEMA 3R ENCLOSURE V TW GREEN 3 - TWAIN PLUS 0 6 GROUND N 1 1/4" RMC TRANSFORMER T1 100A/100AF, 240V, 2P+8N MANUAL TRANSFER SWITCH C/W 4 -100A TYPE WRC FUSES TRANSITION FROM RIGID PVC CONDUIT TO LIQUIDTIGNT FLEXIBLE METAL CONDUIT 3 -96 T1-14•114 PLUS 1 10 GROUND IN 1" LIQUIDTIGHT FLEXIBLE METAL CONDUIT NOKIA EQUIPMENT 3 - T1-114N PLUS •10 GROUND IN I" RIGID PVC CONDUIT TRANSIENT VOLTAGE SURGE SUPPRESSER (SUPPLIED BY VOICESTREAM WIRELESS, INSTALLED BY CONTRACTOR) 90A d 90A ,, ) 3P U TO TRANSFORMER T3 9mA 3P • T.B D. 225A o-. 225A 3P ) 3P o= 10A 2P M) SINCLE LINE DIAGRAM rit) 100A 100A 10mAF 100AF D 1m0A 225A 3P TO TO PANE LBOARC PANELBOARD B2 MS1 EXISTING SERVICE CONDUCTORS EXISTING CT/PT CABINET EXISTING BULK METER 225A, 4S0V, 3P, CIRCUIT BREAKER TO MATCH EXISTING EXISTING 8004 211/400V, 3P4, 4W SERVICE ENTRANCE — -� MAN PANELBOARD IN 1ST FLOOR ELECTRICAL ROOM 225A 3P TO PANELBOARD 01 4 - T141-IN PLUS 0 4 .�--- GROUND N 2 1/2 EMT 225A, 211/480V, 3P4-4, 4W PANELBOARD "A" CM 24 CIRCUITS 10A, 2P CIRCUIT BREAKER 3 -•4 TI-14+N PLUS 0 8 GROUND N 1" EMT 100A, 480V, IPM' -I, CHECK METER C/W 5 JAW BASE OUTSIDE BUILDING 2- TI-11-IN PLUS 0 8 GROUND N 1" RMC --'t CONDUCTOR LENGTH MUST BE LESS THAN 25' -0" TO COMPLY WIT1 -I NEC 24021 (C) 3 3 - T1-14-N PLUS 'S GROUND N 1" RMC GENERATOR RECEPTACLE 3 -•3 11-11-IN PLUS IS GROUND IN 1" RMC 1004, 120/240V, 1PH, 3W PANELBOARD "B" C/W 100A MAIN BREAKER LKsHT SWITCH 3 - 1144-IN PLUS 0 12 GROUND IN 1/2" RMC DUPLEX RECEPTACLE 2- TH4-4N PLUS 0 12 GROUND IN 1/2" RMC Ar PANEL SCHEDULE "B" CIRCUIT DESCRIPTION 604 POWER CABINET . - I --o T.B.D. SURGE SUPPRESSOR A D 20A 20AO CIRCUIT DESCRIPTION SPARE - - 20A SPARE p -- ' - RECEPTACLE 15A �- ,, _„_,_ L IG4.4T p INSIDE BUILDING LIGHT FIXTURE 2- 2 -•12 T144-IN PLUS 0 12 GROUND N 1/2" RMC CITY of riwwiu APPROVED JUL 25 2003 As Pkii EU RECEIVED r"iTV or TUKWILA JUN 0 4 2003 :TWAT CENTER 19807 NORTH CREEK PARKWAY N SUITE 101 BOTHELL. WA 98011 PHONE (425) 378-4000 E N[31NEERING 0 201 - 116138 - 66T14 AVE SURREY, BC V35 1X1, CANADA TEL: (604) 514 -6432 FAX: (604) 514 TOLL FREE: 1 -811- 345 -404b EMAIL: nalletrk ,COm WEB: waw.trkengrcon PROJECT NO: 0315 -016 i DRAWN BY: Jl. i C•i#CKED BY: CB. i CAD FILE: 0315 -0I6E1 i THE INFORMATION CONTAINED N THIS SET OF DocumENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO THE CLIENT NAMED IS STRICTLY PROHIBITED. SITE 1515T 1 62ND / FAIRWAY CENTER ('E3563D) 14240 INTERURBAN AVE S TUKWI L A, WA 98168 St-CET TITLE ELECTRICAL DETAILS SWEET WISER E -1 • q * 0 SU3M I TTALS 2 MAY 213/03 RE WOWED FOR SP/CONST. I MAY 15/ ®3 OWED FOR BPiCONOT. D / - Y O!!/C3 IS6&EP FOR REVIEW CT A - IFI A I. ALL ELECTRICAL WO b4,4ALL BE COMPLETED IN ACCORDANCE WITH TWE LATEST EDITION OP 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 REGULAT I ONS, AND UTILITY GUIDELINES. 3. PERFORM ALL VERIFICATION, OBSERVATIONS, TESTING AND EXAMINATION OIL WORK PRIOR TO THE ORDERING OF ELECTRICAL EQUIPMENT AND TWE 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. REPORT ANY DISCREPANCIES TO CONSTRUCTION MANAGER AND CONSULTANT. 5. CAREFULLY EXAMINE THE SITE AND CONDITIONS OF THE PROPOSED WORK TOGETHER WITH T44E WORK OF ALL OTHER TRADES. INCLUDE IN THE TENDER PRICE ALL COSTS FOR WORK SUCH AS CUTTING AND PATCHING, REROUTING AND REPOSITIONING OF ELECTRICAL EQUIPMENT AND WIRING, MADE NECESSARY TO ACCOMMODATE T$.4E EQUIPMENT AND ELECTRICAL SYSTEMS SHOUN. CUTTING AND PATCHING OF TWE 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 SIHOUJN 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 5E REPLACED TO THE SATISFACTION OF THE CONSULTANT. 1. ALL SERVICES PENETRATING WALLS OR FLOOR SLABS SHALL BE IN CONDUIT UNLESS SPECIFIED OTHERWISE. ALL EXISTING AND NEW CONDUIT PENETRATIONS THROUGH FLOOR SLAB SHALL BE SEALED WITI -I A NON - SHRINK, WATERPROOF, FIREPROOF SEALANT APPROVED BY CONSULTANT AND LANDLORD. 8. THE CONTRACTOR SHALL X -RAY WALLS OR FLOOR SLABS IN ALL AREAS REQUIRING CORE DRILLING. DO NOT PROCEED WITH CORE DRILLING UNTIL X -RAY INSPECTION HAS BEEN CARRIED OUT TO ASCERTAIN PROPER LOCATION FOR PENETRATION. CORE DRILLING IS NOT ALLOWED N COLUMN CAP AREAS. 9. ALL CORE DRILLING OF THE STRUCTURE THROUGH WALLS OR FLOOR SLABS IN AREAS OCCUPIED BY OTHER TENANTS SHALL BE CARRIED OUT DURING HOURS, THAT ARE CONVENIENT TO THE BUILDING OIRIER 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 WMI0-4 MUST REMAIN IN OPERATION. REPLACE AND /OR REINSTALL ANY EXISTING DEVICES WHICI -I ARE TO REMAIN THAT ARE IMPROPERLY INSTALLED OR CREATE ANY INTERFERENCES WITH NEW CONSTRUCT ION. 11. SCHEDULE AND COORDINATE ALL WORK WITH 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 BOTI -I PARTIES. 13. PROVIDE TEMPORARY POWER SUPPLIES WITH RECEPTACLES FOR ALL TRADES TO FACILITATE CONSTRUCTION EQUIPMENT, E. WELDER, SAWS, ETC. RELOCATE AND REMOVE SERVICES AS DIRECTED BY CONSTRUCTION MANAGER OR THE CONSULTANT. 14. CUT BACK AND CAP UNUSED RACEWAYS TO A CONCEALED LOCATION SO THAT THE FINISHED WOW APPEARS NEAT AND CLEAN. REMOVE UNUSED, OBSOLETE WIRING BACK TO ITS RESPECTIVE PANEL BOARD. THE DRAWINGS SN0W 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 TH4-N INSULATION. ALL NEW WIRING SHALL BE COLOR CODED COPPER, MINIMUM *12 AWG THI-N AND MINIMUM 0 10 ALU3 OVER 15 FEET UNLESS NOTED OTHERWISE. WIRE SHALL BE RUN CONCEALED N EMT UNLESS OTHERWISE NOTED. CONCEALED AC-90 CAN BE USED FOR DOWN DROPS FROM OUTLET TO EQUIPMENT AND N PARTITIONS UNLESS PROHIBITED BY CODE OR OTHERWISE NOTED. AC -90 MAY 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 BE NEW AND UL APPROVED. EQUIPMENT OF SAME TYPE SHALL SE OF THE SAME MANUFACTURER 11. THOROUGHLY INVESTIGATE ALL EXISTING PANEL BOARD(S) 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. IS. WHEN SUPPLYING POTTER 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 544Ou N ON THE DRAWINGS. NEW CIRCUIT BREAKERS SHALL MEET THE REQUIREMENTS OF THE LATEST EDITION OF THE NATIONAL ELECTRICAL CODE. It CIRCUITING SWOUN IS DIAGRAMMATIC ONLY AND 16 INTENDED TO SHOW 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 TWE PROJECT. 21. PERMANENTLY TAG EACH CONDUCTOR OF EVERY SYSTEM IN EACW PANEL BOARD, PULL BOX, J -BOX, SWITCH BOX, ETC. 22. ALL CIRCUIT BREAKER& FU6E6, AND ELECTRICAL EQUIPMENT SHALL NAVE AN INTERRUPTING SHORT CIRCUIT CURRRENT RATING EXCEEDING TWAT TO WHICH THEY MAY BE SUBJECTED, (AS NOTED ON DRAWINGS), AND A MINIMUM 10000 A.I.C. 23. PROVIDE A SUITABLE INDEPENDENTLY SUPPORTED AND APPROVED OUTLET BOX FOR EACH LUMINAIRE, SWITCH, RECEPTACLE AND OTHER DEVICE. OUTLET BOX SHALL BE COMPLETE WITH 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 COLTER PLATES OVER ALL DEVICES. 24. COORDINATE ALL LU"1INAIRE LOCATIONS WITH ALL MECHANICAL SYSTEMS. 25. INSTALL A 200Ib. RATED 1/8" NYLON PULLROPE N ALL EMPTY CONDUITS. 26. ALL METAL CLAD CABLES INSTALLED SHALL BE SUITABLE FOR USE IN BUILDINGS OF NON - COMBUSTIBLE CONSTRUCTION AND CONNECTORS SHALL BE WATERTIGHT. 21. PROVIDE ALL NECESSARY GROUNDING AS REQUIRED BY LOCAL AUT ORITIES 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 STRJCTURAL ELEMENTS. CONDUITS SHALL NOT BE RUN PARALLEL TO HOT WATER OR STEAM LINES. WHERE CONDUITS CROSS OVER EXISTING CONDUITS OR LINES, THE CONDUITS SHALL BE FASTENED WITH 4" SEPARATION, MIN. 31. LIQUIDTIGHT FLEXIBLE METAL CONDUIT: USED WHERE PERMITTED BY CODE. 32. ALL PANELBOARD DIRECTORIES INVOLVED WITH THE PROJECT SHALL BE UPDATED AND REPRINTED TO REFLECT ALL CHANGES ASSOCIATED WITH ELECTRICAL INSTALLATION/RENOVATION. 33. PROVIDE PHENOLIC PLASTIC LAMINATE NAMEPLATES WITH MACHINE ENGRAVED BLACK PLATE, WHITE LETTERS, EXCEPT AS NOTED. NAMEPLATES SHALL BE ATTAC4 -ED WITH SELF TAPPING SCREWS OR RIVETS. (UNLESS NOTED OTWE VISE). REFER TO NAMEPLATE SCHEDULE. 34. ALL FIRE ALARM CONDUIT SHALL CONTAIN ONLY WIRING USED FOR TWE 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 AFFECTED 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. 31. TWE CONTRACTOR IS RESPONSIBLE FOR ALL PERMITTING, FILING, AND FEES IN CONJUNCTION WITH THE PROJECT. 38. THE CONTRACTOR SHALL SCHEDULE ALL NECESSARY INSPECTIONS WITH THE PROPER AUTHORITIES AND INFORM VOICESTREAM 24- 4.4OUR i IN ADVANCE. ALL TICKETS AND INSPECTION VERIFICATIONS WILL BE SUBMITTED TO THE OWNER'S REPRESENTATIVE WITHN 24- HOURS AFTER TWE INSPECTION HAS TAKEN PLACE. 39. CONDUCTOR LENGTHS SHALL BE CONTINUOUS FROM TERMINATION TO TERMINATION WITHOUT SPLICES. 40. PROVIDE PULL BOXES WHERE SHOWN AND /OR WHERE REQUIRED BY CODES AND /OR UTILITY COMPANIES. NAMEPLATE SCHEDULE PROPERTY OF VOICESTREAM WIRELESS Do Nog mew' MCAT BESIDE BREAKER IN PANEL "Al 4 " PROPERTY OF VOICESTREAM WIRELESS COCK METER MOUNT ON METER BASE 4" PROPERTY OF VOICESTREAM WIRELESS EMERGENCY GEN - SET 120t240V, IPM, 3W MOUNT BESIDE GENERATOR RECEPTACLE 6 " PROPERTY OF VOICESTREAM WIRELESS 100A/100AF, 240V, 21 FUSED MANUAL TRANSFER SWITCH MOUNT ON FUSED MANUAL TRANSFER SWITCH 8" PROPERTY OF VOICESTREAM WIRELESS 25kvA TRANSFORMER MOUNT ON TRANSFORMER 8" 1 1 PROPERTY OF VOICESTREAM WIRELESS 100A PALL 120/240V, 1P14, 3W MOUNT ON PANELDOARD "B" a „ VOICESTREAM WIRELESS SE3563 MOUNT TO SWING GATE a NOTE: ALL NAMEPLATES TO BE 1/8" THICK LAMACOID, BLACK FACE, WI -MITE CORE, FASTEN WITH APPROVED ADHESIVE. EQUIPMENT SPECIFICATION 1. FUSED MANUAL TRANSFER SWITCH TO BE HEAVY DUTY WITH NO. OF POLES, VOLTAGE AND CURRENT RATINGS AS INDICATED C/W NEMA 3R LOCKABLE ENCLOSURE. APPROVED MANUFACTURERS: FPL, SIEMENS, SQUARE P. CUTLER HAMMER 2. GENERATOR RECEPTACLE TO BE APPLETON CAT. NO. ACJA1034- 150 -RS OR APPROVED EQUAL. 3. PANELBOARD "B" TO BE CUTLER - HAMMER POW -R -LINE 1 CAT. NO. P1B1C1 -18 C/W NEMA 3R LOCKABLE ENCLOSURE OR APPROVED EQUAL. APPROVED MANUFACTURERS: FPL, SIEMENS, SQUARE D. 4. LIGHT FIXTURE TO BE COOPER QZWEDGE CAT. NO. QZSL CM 500W QUARTZ LAMP AND MOUNTING ACCESSORIES. 5. WEATHERPROOF DUPLEX RECEPTACLE AND TOGGLE SWITCH TO BE SPECIFICATION GRADE. 6. TRANSFORMER SHALL BE DRY TYPE WITH KVA AND VOLTAGE RATING AS INDICATED, VOLTAGE TAPS: 2 2-1/2% FCAN AND 2 2-1t2% FCBN, ELECTROSTATICALLY SHIELPED, COPPER WINDINGS, GROUND BUS AND NEMA 3R ENCLOSURE, AVERAGE SOUND LEVEL: 45dB. APPROVED MANUFACTURES: HAMMOND, REX, DELTA, POLYGON. 1. CHECK METER TO BE 100AMP, 480VOLT, 1P14, 5 JAW, UL APPROVED FOR CHECK METER APPLICATIONS TO PROVIDE ACCUMULATIVE KILOWATT HOUR READINGS. S. PANELBOARD "A" TO BE CUTLER - HAMMER POW -R -LINE 2 CAT. NO. P2L4C2 -24 C/W LOCKABLE ENCLOSURE OR APPROVED EQUAL. APPROVED MANUFACTURERS= FPL, SIEMENS, SQUARE D. EXISTING CIRCUIT BREAKER TO BE REMOVED EXISTING WIRING TO BE REMOVED PROVIDE WIRING TO TRANSFORMER TO - MATCH EXISTING 2- TNHN PLUS 0 8 GROUND N 1" EMT TRANSITION FROM EMT TO RMC 25kVA, 4S0 -240V, 1P44, 3W DRY TYPE TRANSFORMER C/W NEMA 3R ENCLOSURE V TW GREEN 3 - TWAIN PLUS 0 6 GROUND N 1 1/4" RMC TRANSFORMER T1 100A/100AF, 240V, 2P+8N MANUAL TRANSFER SWITCH C/W 4 -100A TYPE WRC FUSES TRANSITION FROM RIGID PVC CONDUIT TO LIQUIDTIGNT FLEXIBLE METAL CONDUIT 3 -96 T1-14•114 PLUS 1 10 GROUND IN 1" LIQUIDTIGHT FLEXIBLE METAL CONDUIT NOKIA EQUIPMENT 3 - T1-114N PLUS •10 GROUND IN I" RIGID PVC CONDUIT TRANSIENT VOLTAGE SURGE SUPPRESSER (SUPPLIED BY VOICESTREAM WIRELESS, INSTALLED BY CONTRACTOR) 90A d 90A ,, ) 3P U TO TRANSFORMER T3 9mA 3P • T.B D. 225A o-. 225A 3P ) 3P o= 10A 2P M) SINCLE LINE DIAGRAM rit) 100A 100A 10mAF 100AF D 1m0A 225A 3P TO TO PANE LBOARC PANELBOARD B2 MS1 EXISTING SERVICE CONDUCTORS EXISTING CT/PT CABINET EXISTING BULK METER 225A, 4S0V, 3P, CIRCUIT BREAKER TO MATCH EXISTING EXISTING 8004 211/400V, 3P4, 4W SERVICE ENTRANCE — -� MAN PANELBOARD IN 1ST FLOOR ELECTRICAL ROOM 225A 3P TO PANELBOARD 01 4 - T141-IN PLUS 0 4 .�--- GROUND N 2 1/2 EMT 225A, 211/480V, 3P4-4, 4W PANELBOARD "A" CM 24 CIRCUITS 10A, 2P CIRCUIT BREAKER 3 -•4 TI-14+N PLUS 0 8 GROUND N 1" EMT 100A, 480V, IPM' -I, CHECK METER C/W 5 JAW BASE OUTSIDE BUILDING 2- TI-11-IN PLUS 0 8 GROUND N 1" RMC --'t CONDUCTOR LENGTH MUST BE LESS THAN 25' -0" TO COMPLY WIT1 -I NEC 24021 (C) 3 3 - T1-14-N PLUS 'S GROUND N 1" RMC GENERATOR RECEPTACLE 3 -•3 11-11-IN PLUS IS GROUND IN 1" RMC 1004, 120/240V, 1PH, 3W PANELBOARD "B" C/W 100A MAIN BREAKER LKsHT SWITCH 3 - 1144-IN PLUS 0 12 GROUND IN 1/2" RMC DUPLEX RECEPTACLE 2- TH4-4N PLUS 0 12 GROUND IN 1/2" RMC Ar PANEL SCHEDULE "B" CIRCUIT DESCRIPTION 604 POWER CABINET . - I --o T.B.D. SURGE SUPPRESSOR A D 20A 20AO CIRCUIT DESCRIPTION SPARE - - 20A SPARE p -- ' - RECEPTACLE 15A �- ,, _„_,_ L IG4.4T p INSIDE BUILDING LIGHT FIXTURE 2- 2 -•12 T144-IN PLUS 0 12 GROUND N 1/2" RMC CITY of riwwiu APPROVED JUL 25 2003 As Pkii EU RECEIVED r"iTV or TUKWILA JUN 0 4 2003 :TWAT CENTER 19807 NORTH CREEK PARKWAY N SUITE 101 BOTHELL. WA 98011 PHONE (425) 378-4000 E N[31NEERING 0 201 - 116138 - 66T14 AVE SURREY, BC V35 1X1, CANADA TEL: (604) 514 -6432 FAX: (604) 514 TOLL FREE: 1 -811- 345 -404b EMAIL: nalletrk ,COm WEB: waw.trkengrcon PROJECT NO: 0315 -016 i DRAWN BY: Jl. i C•i#CKED BY: CB. i CAD FILE: 0315 -0I6E1 i THE INFORMATION CONTAINED N THIS SET OF DocumENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO THE CLIENT NAMED IS STRICTLY PROHIBITED. SITE 1515T 1 62ND / FAIRWAY CENTER ('E3563D) 14240 INTERURBAN AVE S TUKWI L A, WA 98168 St-CET TITLE ELECTRICAL DETAILS SWEET WISER E -1 • q * 0 TERMINATE CONDUIT AT EXISTING TELCO BACKBOARD. PROVIDE GROUNDED BU5NING AT CONDUIT TERMINATION `, N i 7~ ' _� 2" EMT C/W \ \ PULLROPE ITELCO) \ \ EXISTING TELCO BACKBOARD EXISTING 800A, 211/480V, 3PH, 4W SERVICE ENTRANCE MAIN PANELBOARD EGAD GROUND CONDUCTOR TO EXISTING GROUND BUS IN MAIN PANELBOARP 1ST FLOOR ELECTICAL ROOM WALL MOUNT PANELBOARD "A ROUTE RACEWAYS UP TO 2ND FLOOR FASTENED TO WALL AT 10' -0" O /G. UTILIZE EXISTING FLOOR OPENINGS WHERE POSSIBLE. REFER TO NOTE 1 AND 2. REFER TO PARTIAL 2ND FLOOR PLAN ON THIS DRAWING FOR CONTINUATION 3 -•4 THHN PLUS *8 GROUND IN 1" EMT WALL MOUNT CHECK METER 4 -•4/0 Ti-14-IN PLUS •4 GROUND IN 2 1/2 EMT 2 -•4 TI-11-IN PLUS *8 GROUND IN 1" EMT ELECTRICAL ROOM ELEVATION 4 - TI -II-IN PLUS •4 GROUND IN 2 1/2 EMT WALL MOUNT CHECK METER 3/4".1 0 1 PARTIAL 2ND FLOOR PLAN EXISTING TRANSFORMER ELECTRICAL ROOM ELEVATION HIDDEN LINE INDICATES LOCATION OF IST FLOOR ELECTRICAL ROOT" 1 2-°4 TI-WIN PLUS °8 GROUND IN 1" EMT 2" EMT C/W PULLROPE (TELCO) 4 2/0 TW GREEN IN 3/4" EMT ROUTE RACEWAYS UP TO ROOF. REFER TO NOTES 1, 2 AND 3. REFER TO PARTIAL ROOF PLAN ON DRAWING E -3 FOR CONTINUATION "2/0 TW GREEN IN 3/4" EMT n PROVIDE 225A, 480V, 3P CIRCUIT BREAKER TO MATCH EXISTING REMOVE EXISTING 90A, 3P CIRCUIT BREAKER SERVICING TRANSFORMER T1 I. ALL FIRE RATED WALL AND FLOOR 1'E1 TRATIONS ARE TO BE CAULKED AND SEALED WITH A FIRE RESISTANT CAULKING TO MAINTAIN THE INTEGRITY OF THE FIRE SEPARATION. 2. PROVIDE CORE DRILLING AS REG�UIRED. REFER TO ELECTRICAL SPECIFICATION ITEMS 1, • AND t SEAL BOTH SIDES OF PENETRATION. RECEIVED MTV OF TUKWILA JUN 0 4 2003 19807 NORTH CREEK PARICWAY N SUITE 101 BOTHELL, WA 98011 PHONE (425) 378.4000 •201 - 11688 - 66TH AVE SURREY, BC V35 'ixl, CANADA TEL (604) 514 -6432 FAX: (604) 514 -6431 TOLL FREE: 1 -811- 345 -4045 m •t� EMAIL: aIIcan m WEB: umu.trkar .com DAB /JL 5UE3MITTAL5 2 MAY 28/03 REISSUED FOR 8PJC•C7NST. THE TNFOR1IATION CONTAINED IN THIS SET OF DOCUMENTS I5 PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTWER THAN THAT WHICH RELATES TO THE CLIENT NAMED 15 STRICTLY PROHIBITED. bITE 1515T 4 62ND l FAIRWAY CENTER (SE35630) 14240 INTERURBAN AVE S TUKWILA, WA 98165 ELECTRICAL DETAILS 11 ..�...,...-.,......, -- . �.....1111 .,,_..,.......�.,,,..,.,�:v.,.. �...,..,,,. M .1111..,..... _ age. • i • 8 19807 NORTH CREEK PARKWAY N SUITE 101 BOTHELL. WA 98011 PHONE (425) 378 -4000 +x201 - 11686 - 66TH AVE d SURREY, C Y3S '1X1, CANADA TEL: (604) 514 -6432 FAX: (604) '514 -6431 TOLL. FREE: 1 -611- 345 -4045 In EMAIL: a I Iftrkrnrg.c�r.>N WEB: w w trkP19 a com DA / J,L. THE INFORMATION CONTAINED N THIS SET OF DOCUMENTS IS PROPRIETARY EST NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT W H HIC RELATES TO THE CLIENT NAMED IS STRICTLY PROHIBITED. JUTE 1515T 4 62ND / FAIR,UAY CENTER (5E35630) 14240 INTERURBAN AVE 5 TUKWILA, WA 981648 TERMINATE GROUND CONDUIT AT CABLE TRAY. PROVIDE GROUNDED t3USNING AND PLUG END OF CONDUIT �`-` WITH DUXSEAL '"2/0 TW GREEN IN 3/4" EMT EXISTING UPPER ROOF 2-M 11-11-N PLUS IS GROUND IN I" RMC 14 2 /0 TW GREEN IN CABLE TRAY. BOND TO TRAY AT 25 O /C. ENSURE ALL SECTIONS OF TRAY ARE INTERCONNECTED 2" R 1C C/W PULLROPE ( TELCO) HIDDEN LINE INDICATES 2ND FLOOR SERVICE ROOM PANT VERTICAL RACEWAY TO MATCH BUILDING, TYP. EXISTING LOUE:R . PARTIAL ROOF PLAN ROUTE POWER AND TELCO RACEWAYS ON PVC SLEEPERS COMPOUND ELECTRICAL LAYOUT ROUTE RACEWAYS DOWN TO 2ND FLOOR. REFER TO PARTIAL 2ND FLOOR PLAN ON DRAWING E -2 FOR CONTINUATION 2" WIC C/W PULLROPE (TELCO) •2/0 TW GREEN IN 3/4" IRS" 1C REFER TO PARTIAL ROOF PLAN ON THIS DRAWING - FOR CONTINUATION 2" WIC C/W PULLROPE (TELCO) 2- THI11N PLUS "B GROUND IN 1" RI"IC 3/4"=1' -0 0 1 r /00000000 l q . CONDUIT SUPPORT DETAIL I. ALL FIRE RATED WALL AND FLOOR PENETRATIONS ARE TO OE CAULKED AND SEALED WITH A FIRE RESISTANT CAULKING TO MAINTAIN TIdE INTEGRITY OP tW FIRE SEPARATION. PROVIDE ROVIDE CORE DRILLING Ab REQUIRED. REFER TO ELECTRICAL SPECIFICATION ITEMS 1, $ AND 11. SEAL DOTI4 SIDES OF PENETRATION. 3. UTILIZE SO NESOIRN TYPE NP -1 CAULKING FOR SEALING ALL EXTERIOR PENETRATIONS. 6"x 12" RUBBERGARD NEW PENETRATION POCKET TO DECK (FIRESTONE BUILDING PRODUCTS) TRANSITION FROM EMT TO RMC AT ROOF PENETRATION 2-a4 TI-41-114 PLUS "S R GROUND IN 1" 1C PVC SLEEPER CITY Of TUKWILA APPROVED JUL 2 5 2003 1S N'JkL'U RECEIVED r1Tv OF 'TUKWILA JUN 0 4 2003 PERMIT CENTER SU6MITTJALS 2 MAY 26103 RE D FOR dPJCQNbT. 1 MAY IS /Q3 IUD FOR BPi ONbT. 0 Y 015/03 ieeu p FOR REVIEW V �...�....._ ... •••■•■• 11101,1.4•04. •■••••■•• • • r 1 I 19807 NORTH CREEK PARKWAY N SUITE 101 BOTHELL. WA 98011 PHONE (425) 378 -4000 +x201 - 11686 - 66TH AVE d SURREY, C Y3S '1X1, CANADA TEL: (604) 514 -6432 FAX: (604) '514 -6431 TOLL. FREE: 1 -611- 345 -4045 In EMAIL: a I Iftrkrnrg.c�r.>N WEB: w w trkP19 a com DA / J,L. THE INFORMATION CONTAINED N THIS SET OF DOCUMENTS IS PROPRIETARY EST NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT W H HIC RELATES TO THE CLIENT NAMED IS STRICTLY PROHIBITED. JUTE 1515T 4 62ND / FAIR,UAY CENTER (5E35630) 14240 INTERURBAN AVE 5 TUKWILA, WA 981648 TERMINATE GROUND CONDUIT AT CABLE TRAY. PROVIDE GROUNDED t3USNING AND PLUG END OF CONDUIT �`-` WITH DUXSEAL '"2/0 TW GREEN IN 3/4" EMT EXISTING UPPER ROOF 2-M 11-11-N PLUS IS GROUND IN I" RMC 14 2 /0 TW GREEN IN CABLE TRAY. BOND TO TRAY AT 25 O /C. ENSURE ALL SECTIONS OF TRAY ARE INTERCONNECTED 2" R 1C C/W PULLROPE ( TELCO) HIDDEN LINE INDICATES 2ND FLOOR SERVICE ROOM PANT VERTICAL RACEWAY TO MATCH BUILDING, TYP. EXISTING LOUE:R . PARTIAL ROOF PLAN ROUTE POWER AND TELCO RACEWAYS ON PVC SLEEPERS COMPOUND ELECTRICAL LAYOUT ROUTE RACEWAYS DOWN TO 2ND FLOOR. REFER TO PARTIAL 2ND FLOOR PLAN ON DRAWING E -2 FOR CONTINUATION 2" WIC C/W PULLROPE (TELCO) •2/0 TW GREEN IN 3/4" IRS" 1C REFER TO PARTIAL ROOF PLAN ON THIS DRAWING - FOR CONTINUATION 2" WIC C/W PULLROPE (TELCO) 2- THI11N PLUS "B GROUND IN 1" RI"IC 3/4"=1' -0 0 1 r /00000000 l q . CONDUIT SUPPORT DETAIL I. ALL FIRE RATED WALL AND FLOOR PENETRATIONS ARE TO OE CAULKED AND SEALED WITH A FIRE RESISTANT CAULKING TO MAINTAIN TIdE INTEGRITY OP tW FIRE SEPARATION. PROVIDE ROVIDE CORE DRILLING Ab REQUIRED. REFER TO ELECTRICAL SPECIFICATION ITEMS 1, $ AND 11. SEAL DOTI4 SIDES OF PENETRATION. 3. UTILIZE SO NESOIRN TYPE NP -1 CAULKING FOR SEALING ALL EXTERIOR PENETRATIONS. 6"x 12" RUBBERGARD NEW PENETRATION POCKET TO DECK (FIRESTONE BUILDING PRODUCTS) TRANSITION FROM EMT TO RMC AT ROOF PENETRATION 2-a4 TI-41-114 PLUS "S R GROUND IN 1" 1C PVC SLEEPER CITY Of TUKWILA APPROVED JUL 2 5 2003 1S N'JkL'U RECEIVED r1Tv OF 'TUKWILA JUN 0 4 2003 PERMIT CENTER SU6MITTJALS 2 MAY 26103 RE D FOR dPJCQNbT. 1 MAY IS /Q3 IUD FOR BPi ONbT. 0 Y 015/03 ieeu p FOR REVIEW V �...�....._ ... •••■•■• 11101,1.4•04. •■••••■•• • • r 1 19807 NORTH CREEK PARKWAY N SUITE 101 BOTHELL, WA 98011 PHONE (425) 378-4000 '201 - 11686 - 66TH AVE SURREY, 8C V3S 1X1, CANADA TEL: (604) 514 -6432 FAX: (604) 514 -6431 TOLL FREE: 1 -811-345 -4045 M EMAIL: Il*trkr If r►g.co WEB: uiuw.trkeing.cn+ o 031► -C16E4 SUBMITTALS MAY 28/03 REISSUED FOR dPJC.f T. THE INFORMATION CONTAINED N THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO THE CLIENT NAMED IS STRICTLY PROHIBITED. SIZE 15IST 4 62ND / FAIRWAY CENTER (SE35630) 14240 INTERURBAN AVE S TUKW I L A, WA 9816 ELECTRICAL DETAILS Iv vOICESTREAM EQUIPMENT CABINET 3-°6 THHN PLUS '10 GROUND IN 1" L IQUIDTIGHT FLEXIBLE METAL CONDUIT NOKIA ULTRASITE CABINET w N 1 aT t -t ft'1yw f 1 3 -'6 TI4-P PLUG '10 G GROUND IN 1" RIGID PVC CONDUIT 3/4"•1 0 1 2 ii 111111111111111 REFER TO PARTIAL ROOF PLAN ON DRAWING E -3 FOR CONTINUATION ' -lP " CITYTALK POWER CABINET 18',144, l7 TELCO/OWE TEMIN4TION PAINT VERTICAL RACEWAY TO MATCH BUILDING, TYP. WALL MOUNT WEATHERPROOF LIGHT FIXTURE. LOCATE FIXTURE AT S'-6" ABOVE EQUIPMENT PAD 11 2/0 TW GREEN IN CABLE TRAY. BOND TO TRAY AT 25'-0" O /C. ENSURE ALL SECTIONS OF TRAY ARE INTERCONNECTED 2" R 1C CAU PULLROPE (TELCO) 2- 1•$41N PLUS '8 GROUND IN 1" RMC WALL MOUNT MANUAL TRANSFER SWITCH WALL MOUNT GENERATOR RECEPTACLE BELOW WALL MOUNT TRANSIENT VOLTAGE SURGE SUPPRESSOR (SUPPLIED BY VOICESTREAM, INSTALLED BY CONTRACTOR) WALL MOUNT PANELBOARD "B" 2" RMC GNU PULLROPE (TELCO) FENCE MOUNT 18 "x24 "X 10" HOFFMAN 130X 3 -'1 TI-11-IN PLUS Yv GROUND N 1 1/4" WIC 2- TI--1N PLUS '8 GROUND N 1" RIC I" LIQUIDTIGHT FLEXIBLE METAL CONDUIT C/W 2 -CAT 5 TRANSITION FROM RIGID PVC CONDUIT TO LIQUIDTIGI.4T FLEXIBLE METAL. CONDUIT I" RIGID PVC CONDUIT C4U 2 -CAT 3 OW 41111•11.11111. •MY WM OW 0 1 2 25kvA STEP-DOWN ?A'.,4P19FOIFMER T NOKIA ULTRASITE CABINET NOKIA ULTRASITE CABINET FUTURE UMTS WCDMA 3 -"3 T141-IN PLUS '8 GROUND IN 1" RMC WALL MOUNT PANELBOARD "B" 3 -'1 THHN PLUS °6 GROUND IN 1 1/4" RMC 2-°4 TI-14-IN PLUS '8 GROUND IN 1" WIC LY CITYTALK POWER CABINET 11 1 11 11 11 3 -'6 11-14-IN PLUS '10 GROUND IN 1" RIGID PVC CONDUIT TO CITYTALK POWER CABINET WALL MOUNT TRANSIENT VOLTAGE SURGE SUPPRESSOR (SUPPLIED BY VOICESTREAM, INSTALLED BY CONTRACTOR) ■ 25kVA STEP-DOWN 10"... 7 /— TRAN9FOId1ER COMPOUND ELECTICAL LAYOUT 3 -'6 THHN PLUS '10 GROUND IN 1" RIGID PVC CONDUIT DIRECT BURIED 1" RIGID PVC CONDUIT C/W 2 -CAT 5 DIRECT BURIED 3/4"•1'-0" 0 1 O WALL MOUNT WEATHERPROOF LIGHT FIXTURE. LOCATE FIXTURE AT S' -6" ABOVE EQUIPMENT PAD T$.D: e r.it+ •111rA �•1% ,+A `r „, re.f1 741 111t �M.��A. ..•4.11A_..% ELECTRICAL EQUIPMENT ELEvATION I • 2- THHN PLUS 0 12 GROUND N 1/2” RMC FASTENED TO WALL AT 5' -0" O/C 3 -'12 TI-N-IN PLUS '12 GROUND N 1/2" RI'+IC WALL MOUNT MANUAL 1 TRANSFER SWITCH FASTEN CONDUITS TO WALL AT 3' -0" 0 /C, TYP. P.:• 100: N ► � •:A :.11 *Welk rewe o J UEATWE R OF GFI DUPLEX RECEPTACLE WEATHERPROOF LIGHT SWITCH 3 -'3 THHN PLUS '8 GROIAVD N 1" WIC WALL MOUNT GENERATOR RECEPTACLE 2" RMC C/W PULLROPE (TELCO) TRENCH SECTION 3/4" • 1' -0" 0 .• • 2 T.O. GRANULAR "A" MATERIAL NONVEHICULAR AREAS: BACKFILL WITH CLEAN NATIVE BACKFILL AND COMPACT TO 90% MAXIMUM DRY DENSITY. VEHICULAR AREAS: BACKFILL WITH GRANULAR 'A' AND COMPACT TO 95% MDD WARNING TAPE BRICK SAND 3 -'6 THHN PLUS '10 GROUND IN 1" RIGID PYC CONDUIT 1" RIGID PVC CONDUIT C/W 2 -CAT 5 1 )04 .1 " /LI'? FENCE MOUNT 18 "x24 "x10" HOFFMAN BOX •2 TW GREEN IN 3/4" RIGID PYC CONDUIT TO GROUND RING 1 1 1 1" RIGID PVC CONDUIT C/W 2 -CAT 5 TO CITYTALK POWER CABINET J CJI. -X - 1 a _i 3/4"•1'-0" 0 2 l rtia 6�� d MIN& ELECTRICAL EQUIPMENT ELEVATION 2" WC C/W PULLROPE (TELCO) TW 44 PLUS % GROUND IN 1 1/4" EMT 2-°4 T1-114N PLUS '6 GROUND M 1" WIC CITY OF TUKWILA APPROVED JUL 2 52003 AS NOiEU 1 �5 RECEIVED rmOfTU IKVVI LA JUN 0 4 2003 PIR MT CENTER r 1 • • 1 19807 NORTH CREEK PARKWAY N SUITE 101 BOTHELL, WA 98011 PHONE (425) 378.4000 E *201 - 11668 - 66T1-1 AVE SURREY, BC V3S 1X1, CANADA TEL: (604) 514 -6432 FAX: (604) 514 -6431 TOLL FREE: 1 -811- 345 -4045 EMAIL: maIl ••trkarls.0 ool WEB: www.t.rIcang.com PROJECT NO: 0315 - D1i DRAILN 5Y: J.L c$. ECKED BY: CJS. i CAD FILE: 0313 D1�iE5 THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO THE CLIENT NAMED IS STRICTLY PROHIBITED. SITE 15IST 1 62ND / FAIRWAY CENTER (SE35631D) 14240 INTERURBAN AVE S TUKWI L A, WA 9$168 #ET TITLE GROUNDING DETAILS &EET Mx'1DER E -5 i 4 P2/0 TW GREEN IN CABLE TRAY. BOND TO TRAY AT 25 0 /C. ENSURE ALL SECTIONS OF TRAY ARE INTERCONNECTED ANTENNA CABLE, TYP. ANTENNA CABLE GROUND KIT, TYP. GROUND TAIL, TYP. TW GREEN N.T.S. NN N__ 2-/ 0 TW GREEN IN 3/4" RIGID PVC CONDUIT +2/0 TW GREEN TO SERVICE ENTRANCE GROUND. REFER TO DRAWING E-4 FOR CONTINUATION •2/0 TW GREEN IN CABLE TRAY TO SECTOR GROUND BARS. BOND TO TRAY AT 25' -0" 0 /C. ENSURE ALL SECTIONS OF TRAY ARE INTERCONNECTED MASTER GROUND BAR MOUNTED TO WALL AT BOTTOM OF VERTICAL ANTENNA CABLE RUN MASTER GROUND BAR MOUNTED TO WALL AT BOTTOM OF VERTICAL ANTENNA CABLE RUN CsROUNDING DETAIL 2-'2/0 TW GREEN IN 3/4" RIGID PVC CONDUIT TO MASTER GROUND BAR GROUNDING OF ONE ANTENNA CABLE SHOWN FOR CLARITY a •2 TW GREEN TO NOKIA ULTRASITE CABINET [01 • I � g - _ p, a n� � { �, �X q � y�. � k�p A ��x • p��Xgl�: '. •� q- .�!-�p -:� - • q !�:�/!�iT!�� . �: `�:�!_�: !� • ! !�: �!_ ^ : � g � - ". • � q� . �g - K J b Xl bf C7 - b �C7 K] _ b� xl . b� Ka_ - , 4 Y _ L .7a_--.?fJ • ! ! �!� i *•A • iA •f1P !4 • 4 : ! 7q JC7• NOKIA ULTRASITE CABINET NOKIA ULTRASITE CABINET FUTURE UMT6 WCDMA / i T CITYTALK POWER CABINET •2 TW GREEN CADWELD, TYP. •2 TW GREEN IN 3/4" RIGID PVC CONDUIT TO TELCO BOX 0 GROUND ROD, TYP. •2 SOLID BARE TINNED COPPER GROUND RING BURIED 30" BELOW GRADE GROUND ROD WITH INSPECTION PORT � COMPOUND GROUND INCz LAYOUT i/2 =1 - 0 " 0 I • 2 3 LEGEND • GROUND ROD O GROUND ROD WITH INSPECTION PORT 0 GADILELD BOND TO SUPPORT STRUCTURE WITH A BURNDY TYPE GAR CONNECTOR *2/0 TW GREEN 1 1317 ANTENNA CABLE (ONE SHOUN FOR CLARITY) ANTENNA JUMPER CABLE (ONLY ONE SW0tU I FOR CLARITY) SECTOR GROUND BAR MOUNTED TO UNDERSIDE OF CABLE TRAY NEAR ANTENNA MOUNT TO EQUIPMENT x'2 /0 TW GREEN IN CABLE TRAY. BOND TO CABLE TRAY AT 25' -0" 0/C. ENSURE ALL SECTIONS OP TRAY ARE INTERCONNECTED e N.T.S. 13- -- IM, i . w • • C= == w � • wM • ELEVATION 000 000 O0• 0 00 INN arum ORM C. 000 000 PL STAINLESS STEEL 3" HOLE CLAMP C/W 1/2" SNAP - IN HANGERS �\ ANTENNA suer. REFER TO STRUCTURAL DRAWINGS GROUND TAIL, TYP. GROUND KIT, TYP. i 0 2/0 TW GREEN TO ANTENNA MOUNT ANTENNA GROUNDING DETAIL COUN ING SPECIFICATION I. GROUNDING SHALL COMPLY WITH LATEST EDITION OF THE NATIONAL ELECTRICAL CODE. Z. MINIMIl1 BENDING RADIUS POR GROUND CONDUCTOR IS i ". 3. NO SPLICES rEllMITTQD IN GROUND CONDUCTORS. 4. INIERGAMEGT ANTENNA GROUND LUG TO 1 2 SOLID BARE TINNED COPPER (IF APPLICABLE). 5. ALL GROUNDING CONNECTORS TO BE CLEAN AND FREE OP PAINT AT THEIR MATING SURFACES AND INSTALLED PER MANUFACTURER'S RECOMMENDATIONS. USE PENETROX OR EQUIVALENT ANTIOXIDANT GREASE. 6. ALL GROUND BAR CONNECTIONS ARE TO BE 2 HOLE LUG COMPRESSION TYPE. STACKED C.G*NECTIONB ARE NOT ACCEPTABLE. BACK TO BACK CC7*NECTIONS ON OPPOSITE SIDES OF THE GROUND BAR WILL BE PERMITTED. 1. ENSURE ALL MECHANICAL CONNECTORS ARE TORQUED TO THE MANUFACTURER'S SPECIFIED VALUES. S. MULTIPLE BONDS ON GROUND RODS TO BE SEPARATED BY AT LEAST 6". S. MAxIMUM RESISTANCE OF THE COMPLETED GROUND SYSTEM SHALL NOT EXCEED A RESISTANCE OF S 01415 TO EARTH. 10. GROUND WIRES SHALL NOT BE INSTALLED TNROUCsI4 HOLES IN ANY METAL OBJECTS OR SUPPORTS TO PRECLUDE ESTABLISHING A "CHOKE" POINT. 11. FERROUS METAL CLIPS WHICH COMPLETELY SURROUND THE GROUND WIRE SHALL NOT BE USED. METAL CLIPS THAT DO NOT COMPLETELY SURROUND THE GROUND WIRE OR PLASTIC CLIPS ARE ACCEPTABLE. 12. GROUND BARS SHALL NOT BE FIELD MODIFIED. 13. ALL ANTENNA AND GROUND CABLES TO EXIT CABLE TRAY VIA SIDEWALL PENETRATIONS C/W GRO' EI'�'''ETS. 14. A CERTIFIED CONTRACTOR WILL MAKE ALL MEASUREMENTS REQUIRED TO TEST THE GROUNDING SYSTEM, USING A MEGGER OR EQUIVALENT. THE ACCEPTABLE RESISTANCE MEASURED FOR THE GROUNDING SYSTEM WILL NOT EXCEED 5 OHMS RESISTANCE. THREE DISTANCES SHALL BE USED: 1 AT 100 FEET, I AT 10 FEET, AND I AT 35 FEET. THESE DISTANCE ARE SUBJECT TO A SITE BY SITE BASIS. VOICESTREAM SHALL BE GIVEN 24 HOURS NOTICE, BEFORE TESTING IS TO BE DONE. THE COST ASSOCIATED WITH GROUND TESTING WILL BE AT THE EXPENSE OF THE CONTRACTOR. 1 TW GREEN TO CABLE TRAY. BOND TO CABLE TRAY AT 25 0 /C. ENSURE ALL SECTIONS OF TRAY ARE INTERCONNECTED TO ANTENNA CITY OF TUKWIA APPROVED JUL 2 5 2003 Ks Wit') 111X50146 1 RECEIVED IN OF Tt JKWILA JUN 0 4 2003 • CENTER ..I......_._.,...- ............ V • • • SUE3M I TTAL 5 , 2 2e/m3 RE IUD FOR DPJCONST. 1 MAY 15/03 ISSUED FOR D.P./WNW_ 0 Y OS/03 IL381.ED FOR REVIEW 19807 NORTH CREEK PARKWAY N SUITE 101 BOTHELL, WA 98011 PHONE (425) 378.4000 E *201 - 11668 - 66T1-1 AVE SURREY, BC V3S 1X1, CANADA TEL: (604) 514 -6432 FAX: (604) 514 -6431 TOLL FREE: 1 -811- 345 -4045 EMAIL: maIl ••trkarls.0 ool WEB: www.t.rIcang.com PROJECT NO: 0315 - D1i DRAILN 5Y: J.L c$. ECKED BY: CJS. i CAD FILE: 0313 D1�iE5 THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO THE CLIENT NAMED IS STRICTLY PROHIBITED. SITE 15IST 1 62ND / FAIRWAY CENTER (SE35631D) 14240 INTERURBAN AVE S TUKWI L A, WA 9$168 #ET TITLE GROUNDING DETAILS &EET Mx'1DER E -5 i 4 P2/0 TW GREEN IN CABLE TRAY. BOND TO TRAY AT 25 0 /C. ENSURE ALL SECTIONS OF TRAY ARE INTERCONNECTED ANTENNA CABLE, TYP. ANTENNA CABLE GROUND KIT, TYP. GROUND TAIL, TYP. TW GREEN N.T.S. NN N__ 2-/ 0 TW GREEN IN 3/4" RIGID PVC CONDUIT +2/0 TW GREEN TO SERVICE ENTRANCE GROUND. REFER TO DRAWING E-4 FOR CONTINUATION •2/0 TW GREEN IN CABLE TRAY TO SECTOR GROUND BARS. BOND TO TRAY AT 25' -0" 0 /C. ENSURE ALL SECTIONS OF TRAY ARE INTERCONNECTED MASTER GROUND BAR MOUNTED TO WALL AT BOTTOM OF VERTICAL ANTENNA CABLE RUN MASTER GROUND BAR MOUNTED TO WALL AT BOTTOM OF VERTICAL ANTENNA CABLE RUN CsROUNDING DETAIL 2-'2/0 TW GREEN IN 3/4" RIGID PVC CONDUIT TO MASTER GROUND BAR GROUNDING OF ONE ANTENNA CABLE SHOWN FOR CLARITY a •2 TW GREEN TO NOKIA ULTRASITE CABINET [01 • I � g - _ p, a n� � { �, �X q � y�. � k�p A ��x • p��Xgl�: '. •� q- .�!-�p -:� - • q !�:�/!�iT!�� . �: `�:�!_�: !� • ! !�: �!_ ^ : � g � - ". • � q� . �g - K J b Xl bf C7 - b �C7 K] _ b� xl . b� Ka_ - , 4 Y _ L .7a_--.?fJ • ! ! �!� i *•A • iA •f1P !4 • 4 : ! 7q JC7• NOKIA ULTRASITE CABINET NOKIA ULTRASITE CABINET FUTURE UMT6 WCDMA / i T CITYTALK POWER CABINET •2 TW GREEN CADWELD, TYP. •2 TW GREEN IN 3/4" RIGID PVC CONDUIT TO TELCO BOX 0 GROUND ROD, TYP. •2 SOLID BARE TINNED COPPER GROUND RING BURIED 30" BELOW GRADE GROUND ROD WITH INSPECTION PORT � COMPOUND GROUND INCz LAYOUT i/2 =1 - 0 " 0 I • 2 3 LEGEND • GROUND ROD O GROUND ROD WITH INSPECTION PORT 0 GADILELD BOND TO SUPPORT STRUCTURE WITH A BURNDY TYPE GAR CONNECTOR *2/0 TW GREEN 1 1317 ANTENNA CABLE (ONE SHOUN FOR CLARITY) ANTENNA JUMPER CABLE (ONLY ONE SW0tU I FOR CLARITY) SECTOR GROUND BAR MOUNTED TO UNDERSIDE OF CABLE TRAY NEAR ANTENNA MOUNT TO EQUIPMENT x'2 /0 TW GREEN IN CABLE TRAY. BOND TO CABLE TRAY AT 25' -0" 0/C. ENSURE ALL SECTIONS OP TRAY ARE INTERCONNECTED e N.T.S. 13- -- IM, i . w • • C= == w � • wM • ELEVATION 000 000 O0• 0 00 INN arum ORM C. 000 000 PL STAINLESS STEEL 3" HOLE CLAMP C/W 1/2" SNAP - IN HANGERS �\ ANTENNA suer. REFER TO STRUCTURAL DRAWINGS GROUND TAIL, TYP. GROUND KIT, TYP. i 0 2/0 TW GREEN TO ANTENNA MOUNT ANTENNA GROUNDING DETAIL COUN ING SPECIFICATION I. GROUNDING SHALL COMPLY WITH LATEST EDITION OF THE NATIONAL ELECTRICAL CODE. Z. MINIMIl1 BENDING RADIUS POR GROUND CONDUCTOR IS i ". 3. NO SPLICES rEllMITTQD IN GROUND CONDUCTORS. 4. INIERGAMEGT ANTENNA GROUND LUG TO 1 2 SOLID BARE TINNED COPPER (IF APPLICABLE). 5. ALL GROUNDING CONNECTORS TO BE CLEAN AND FREE OP PAINT AT THEIR MATING SURFACES AND INSTALLED PER MANUFACTURER'S RECOMMENDATIONS. USE PENETROX OR EQUIVALENT ANTIOXIDANT GREASE. 6. ALL GROUND BAR CONNECTIONS ARE TO BE 2 HOLE LUG COMPRESSION TYPE. STACKED C.G*NECTIONB ARE NOT ACCEPTABLE. BACK TO BACK CC7*NECTIONS ON OPPOSITE SIDES OF THE GROUND BAR WILL BE PERMITTED. 1. ENSURE ALL MECHANICAL CONNECTORS ARE TORQUED TO THE MANUFACTURER'S SPECIFIED VALUES. S. MULTIPLE BONDS ON GROUND RODS TO BE SEPARATED BY AT LEAST 6". S. MAxIMUM RESISTANCE OF THE COMPLETED GROUND SYSTEM SHALL NOT EXCEED A RESISTANCE OF S 01415 TO EARTH. 10. GROUND WIRES SHALL NOT BE INSTALLED TNROUCsI4 HOLES IN ANY METAL OBJECTS OR SUPPORTS TO PRECLUDE ESTABLISHING A "CHOKE" POINT. 11. FERROUS METAL CLIPS WHICH COMPLETELY SURROUND THE GROUND WIRE SHALL NOT BE USED. METAL CLIPS THAT DO NOT COMPLETELY SURROUND THE GROUND WIRE OR PLASTIC CLIPS ARE ACCEPTABLE. 12. GROUND BARS SHALL NOT BE FIELD MODIFIED. 13. ALL ANTENNA AND GROUND CABLES TO EXIT CABLE TRAY VIA SIDEWALL PENETRATIONS C/W GRO' EI'�'''ETS. 14. A CERTIFIED CONTRACTOR WILL MAKE ALL MEASUREMENTS REQUIRED TO TEST THE GROUNDING SYSTEM, USING A MEGGER OR EQUIVALENT. THE ACCEPTABLE RESISTANCE MEASURED FOR THE GROUNDING SYSTEM WILL NOT EXCEED 5 OHMS RESISTANCE. THREE DISTANCES SHALL BE USED: 1 AT 100 FEET, I AT 10 FEET, AND I AT 35 FEET. THESE DISTANCE ARE SUBJECT TO A SITE BY SITE BASIS. VOICESTREAM SHALL BE GIVEN 24 HOURS NOTICE, BEFORE TESTING IS TO BE DONE. THE COST ASSOCIATED WITH GROUND TESTING WILL BE AT THE EXPENSE OF THE CONTRACTOR. 1 TW GREEN TO CABLE TRAY. BOND TO CABLE TRAY AT 25 0 /C. ENSURE ALL SECTIONS OF TRAY ARE INTERCONNECTED TO ANTENNA CITY OF TUKWIA APPROVED JUL 2 5 2003 Ks Wit') 111X50146 1 RECEIVED IN OF Tt JKWILA JUN 0 4 2003 • CENTER ..I......_._.,...- ............ V • • • r 4 2/0 TW GREEN GROUND TAIL, TYP. DUAL -POL ANTENNA, TYP. SECTOR GROUND BAR NEAR ANTENNA GROUND TAIL, TYP. MASTER GROUND BAR MOUNTED TO WALL AT BOTTOM OF VERTICAL ANTENNA CABLE RUN 1 2/0 TW GREEN IN 3/4" RIGID PVC CONDUIT "2 /0 TW GREEN IN 3/4" EMT BOND GROUND CONDUCTOR TO EXISTING SERVICE ENTRANCE GROUND IN 1ST FLOOR ELECTRICAL ROOM TERMINATE CONDUIT 6" BELOW GRADE ANTENNA JUMPER CABLE, TYP. 0 0 0 0 0 00000 0 0 0 0 0 4 2/0 TW GREEN ROUTED WITH ANTENNA CABLES 0 0 0 0 0000 0 0 0 0 El U 0 0 0 0 0 0 0 0 0 0 000 0 0 0 0 0 0 0 0 0 0 0 0 N.T.S. EQUIPMENT JUMPER CABLE '2 TW CsREEN — CADWELD, TYP. GROUND RING, TYP. ANTENNA JUMPER CABLE LNA 7 4 PROVIDE GROUNDED BUSHING AT CONDUIT TERMINATION. PLUG END OF CONDUIT WITH DUXSEAL •2 TW GREEN TO LNA GROUND KIT WITH WEATHERPROOF KIT, TYP. C -BLOCK LNA AIRTECH KN300303 NOTE: DUAL POL ANTENNA ILLUSTRATED. QUAD POL ANTENNA CAIBLE GROUNDING REQUIREMENTS WILL E3E SIMILAR WITH 4 ANTENNA CABLES GROUND KIT WITH WEATHERPROOF KIT, TYP. COAXIAL CABLE, TYP. VOI CESTREAM EQUIPMENT CABINETS ANTENNA CABLE GROUNDING RISER GRADE aim ru GREEN ALPHA AND BETA SECTOR ANTENNA CABLE GROUND KITS INTERCONNECT TO ANTENNA GROUND LUG S (IF APPLICABLE) -"..%)11 ALPHA AND BETA SECTOR GROUND BAR MOUNTED TO UNDERSIDE OF CABLE TRAY NEAR ANTENNA MOUNT 0 2/0 TW GREEN N CABLE TRAY. BOND TO TRAY AT 25' -0" 0 /C. ENSURE ALL SECTIONS OF TRAY ARE INTERCONNECTED FUTURE NOKIA I ULTRASITE I CABINET L ALPHA AND BETA SECTOR ANTENNA MOUNT NOKIA ULTRASITE CABINET GROUND TAILS ni0 nu GREEN INTERCONNECT TO ANTENNA GROUND LUG (IF APPLICABLE) GAMMA SECTOR GROUND BAR MOUNTED TO UNDERSIDE OF CABLE TRAY NEAR ANTENNA MOUNT NOKI A ULTRASITE CABINET r BOND GROUND CONDUCTOR TO EXISTING SERVICE ENTRANCE GROUND IN 1ST FLOOR ELECTRICAL ROOM 0 2/0 TW GREEN IN 3/4" EMT TELCO BOX "2 TW GREEN IN 3/4" RIGID PVC CONDUIT TRANSFORT'IER TW GREEN *2/0 TW GREEN GPS ANTENNA MOUNT GROUND TAIL GPS ANTENNA CABLE GROUND KIT ALL ANTENNA CABLE GROUND KITS - N.T.S. GROUND TAILS CITYTALK POWER CABINET "2 TW GREEN GATIIA SECTOR ANTENNA MOUNT e2 SOLID BARE TINNED COPPER GROUNDING SCHEMATIC GAMMA SECTOR ANTENNA CABLE GROUND KITS GROUND TAILS •2/0 TW GREEN N CABLE TRAY. BOND TO TRAY AT 25' -0" 0 /C. ENSURE ALL SECTIONS OF TRAY ARE INTERCONNECTED BURNDY TYPE YGHC -C COMPRESSION CONNECTOR TAPED WITH GREEN VINYL ELECTRICAL TAPE, TYP. p piet MASTER GROUND BAR MOUNTED TO WALL AT BOTTOM OF VERTICAL ANTENNA CABLE RUN CADWELD, TYP. •2/0 TW GREEN IN 3/4" RIGID PVC CONDUIT PROVIDE GROUNDED BUSHING AT CONDUIT TERMINATION. PLUG END OF CONDUIT WITH DUXSEAL TERMINATE CONDUIT 6" BELOW GRADE 1 GROUND ROD, TYP_ CITY Of TUKWILA APPROVED JUL 2 5 2003 ik3 Nocu RECEIVED r'ITY OF TUKWILA JUN 0 42003 ?ERMIT CENTEI• V 19807 NORTH CREEK PARKWAY N SUITE 101 BOTHELL. WA 91011 PHONE (425) 378 -4000 di •201 - n688 - 66TH AVE SURREY, BC V35 1X1, CANADA TEL: (604) 514 -6432 FAX: (604) 514 -6431 TOLL FREE: 1 -511- 349 -4045 EMAIL: ma I I •trkeng .COm WEB: www.triceng.com FOJECT Na 0315 -0* 1 DRAIN BY: J.L. i G#CKED BY: CB. i CAD FILE: 0315- 4 i THE I14FOR1ATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETAR"r BY NATURE. ANT USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO THE CLIENT NAMED IS STRICTLY PROHIBITED. SITE 1515T 4 6 2ND► / FAIRWAY CENTER (6E35630) 14240 INTERURBAN AVE 5 TUKWILA, WA 9816 8 / SwEET TITLE GROUNDING DETAILS II & ET NUMBER E -6 ■ i • a SUBMITTALS 2 MAY Mel RE ISSUED FOR BP./GG7N*T. I MAY 15/ 03 *SLED D FOR 5PJC`ONST. O Y CD/03 ISSUED FOR REVIEW r 4 2/0 TW GREEN GROUND TAIL, TYP. DUAL -POL ANTENNA, TYP. SECTOR GROUND BAR NEAR ANTENNA GROUND TAIL, TYP. MASTER GROUND BAR MOUNTED TO WALL AT BOTTOM OF VERTICAL ANTENNA CABLE RUN 1 2/0 TW GREEN IN 3/4" RIGID PVC CONDUIT "2 /0 TW GREEN IN 3/4" EMT BOND GROUND CONDUCTOR TO EXISTING SERVICE ENTRANCE GROUND IN 1ST FLOOR ELECTRICAL ROOM TERMINATE CONDUIT 6" BELOW GRADE ANTENNA JUMPER CABLE, TYP. 0 0 0 0 0 00000 0 0 0 0 0 4 2/0 TW GREEN ROUTED WITH ANTENNA CABLES 0 0 0 0 0000 0 0 0 0 El U 0 0 0 0 0 0 0 0 0 0 000 0 0 0 0 0 0 0 0 0 0 0 0 N.T.S. EQUIPMENT JUMPER CABLE '2 TW CsREEN — CADWELD, TYP. GROUND RING, TYP. ANTENNA JUMPER CABLE LNA 7 4 PROVIDE GROUNDED BUSHING AT CONDUIT TERMINATION. PLUG END OF CONDUIT WITH DUXSEAL •2 TW GREEN TO LNA GROUND KIT WITH WEATHERPROOF KIT, TYP. C -BLOCK LNA AIRTECH KN300303 NOTE: DUAL POL ANTENNA ILLUSTRATED. QUAD POL ANTENNA CAIBLE GROUNDING REQUIREMENTS WILL E3E SIMILAR WITH 4 ANTENNA CABLES GROUND KIT WITH WEATHERPROOF KIT, TYP. COAXIAL CABLE, TYP. VOI CESTREAM EQUIPMENT CABINETS ANTENNA CABLE GROUNDING RISER GRADE aim ru GREEN ALPHA AND BETA SECTOR ANTENNA CABLE GROUND KITS INTERCONNECT TO ANTENNA GROUND LUG S (IF APPLICABLE) -"..%)11 ALPHA AND BETA SECTOR GROUND BAR MOUNTED TO UNDERSIDE OF CABLE TRAY NEAR ANTENNA MOUNT 0 2/0 TW GREEN N CABLE TRAY. BOND TO TRAY AT 25' -0" 0 /C. ENSURE ALL SECTIONS OF TRAY ARE INTERCONNECTED FUTURE NOKIA I ULTRASITE I CABINET L ALPHA AND BETA SECTOR ANTENNA MOUNT NOKIA ULTRASITE CABINET GROUND TAILS ni0 nu GREEN INTERCONNECT TO ANTENNA GROUND LUG (IF APPLICABLE) GAMMA SECTOR GROUND BAR MOUNTED TO UNDERSIDE OF CABLE TRAY NEAR ANTENNA MOUNT NOKI A ULTRASITE CABINET r BOND GROUND CONDUCTOR TO EXISTING SERVICE ENTRANCE GROUND IN 1ST FLOOR ELECTRICAL ROOM 0 2/0 TW GREEN IN 3/4" EMT TELCO BOX "2 TW GREEN IN 3/4" RIGID PVC CONDUIT TRANSFORT'IER TW GREEN *2/0 TW GREEN GPS ANTENNA MOUNT GROUND TAIL GPS ANTENNA CABLE GROUND KIT ALL ANTENNA CABLE GROUND KITS - N.T.S. GROUND TAILS CITYTALK POWER CABINET "2 TW GREEN GATIIA SECTOR ANTENNA MOUNT e2 SOLID BARE TINNED COPPER GROUNDING SCHEMATIC GAMMA SECTOR ANTENNA CABLE GROUND KITS GROUND TAILS •2/0 TW GREEN N CABLE TRAY. BOND TO TRAY AT 25' -0" 0 /C. ENSURE ALL SECTIONS OF TRAY ARE INTERCONNECTED BURNDY TYPE YGHC -C COMPRESSION CONNECTOR TAPED WITH GREEN VINYL ELECTRICAL TAPE, TYP. p piet MASTER GROUND BAR MOUNTED TO WALL AT BOTTOM OF VERTICAL ANTENNA CABLE RUN CADWELD, TYP. •2/0 TW GREEN IN 3/4" RIGID PVC CONDUIT PROVIDE GROUNDED BUSHING AT CONDUIT TERMINATION. PLUG END OF CONDUIT WITH DUXSEAL TERMINATE CONDUIT 6" BELOW GRADE 1 GROUND ROD, TYP_ CITY Of TUKWILA APPROVED JUL 2 5 2003 ik3 Nocu RECEIVED r'ITY OF TUKWILA JUN 0 42003 ?ERMIT CENTEI• V 19807 NORTH CREEK PARKWAY N SUITE 101 BOTHELL. WA 91011 PHONE (425) 378 -4000 di •201 - n688 - 66TH AVE SURREY, BC V35 1X1, CANADA TEL: (604) 514 -6432 FAX: (604) 514 -6431 TOLL FREE: 1 -511- 349 -4045 EMAIL: ma I I •trkeng .COm WEB: www.triceng.com FOJECT Na 0315 -0* 1 DRAIN BY: J.L. i G#CKED BY: CB. i CAD FILE: 0315- 4 i THE I14FOR1ATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETAR"r BY NATURE. ANT USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO THE CLIENT NAMED IS STRICTLY PROHIBITED. SITE 1515T 4 6 2ND► / FAIRWAY CENTER (6E35630) 14240 INTERURBAN AVE 5 TUKWILA, WA 9816 8 / SwEET TITLE GROUNDING DETAILS II & ET NUMBER E -6 ■ i • a SUBMITTALS 4 2 /0 TW GREEN TO MASTER GROUND BAR I- IARGER GROUNDING BAR 1 85114418E OR APPROVED EQUAL SECTOR CsROUND BAR DETAIL N.T.S. H INSPECTION WAND OLE •.( off►: �� :l:IP CLEAN SAND FILL ANTENNA CABLE GROUND KITS (4 PER SEGTOR) PRECAST CONC. VALVE BOX S" MIN. DIA. STEEL LID WITH LABEL s2 /0 TW GREEN TO ANTENNA MOUNT 42 /0 TW GREEN TO GROUND RING I2 SOLID BARE TINNED COPPER GROUND RING S /8 "D1A.x8' -0 "LONG COPPER CLAD STEEL GIROUND OD c ROUND ROD W ITH INSPECTION PORT 4 2 TW GREEN TO NOKIA ULTRASITE CABINET MASTER CsROUND BAR DETAIL o ° Q. 0bti3a:4 U c a oa °C 0000g a° g(304 30. a°C a 1 . • � r • • • • r • � • • • • • • • 0 tralriliMMAIKOMNIg wittreAket+Ittisial weirt.steterat. 0 000000000 0 0 0 0 0 O0O 00 0 0 0 o , o 0 0 0 0000 0 0000 v - 0 0 i 0 v - 0 0 i 0 v - 0 0 i 0 v - 0 0 i 0 v - 0 0 i 0 v - 0 0 - 0 v 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 00 - 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O 0 0 0 o 0 0 0 O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o0O0p0 000p0p0o000o000000000 ..0"0"0`0"0"0"0"0"0 0 ° 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0000 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 C] 0 0 0 © 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o 0 o 0 c1 0 t� 0 0 0 0 ° 0 0 3 7 0 0 0 D 0_0 o o_ o o_ 00 /7 ` \/: //2//' \\17/(K/7.7 ti/ "7 7 Q J - c/ 1 / ?J g `' / \:/7. \ \ ; \\ j \/ \\ J \` ` / , \ \�\ f �•\ \ /\ \ /�. 2 \ / \ ,, `,/,, \/ \� /` / ;'' / / / /\`/// / \ / \ / \ / \ r\/ / \ / , / \ \ \' /te \ / \\ / / \ \ \ \ i \ \ / i \ \ / \ \ \ / / i \ � \ i / \ \ i , • i\ \ \ \rr \ / \ \. \\ / / \,!,/,// / \/</,\/\ \� ' , ,, \;\ \,� , \ /\ , \ ,, , \ \ ,\ \\ , \,\ • \ , / 4\/(\ ��, / i `\i / \ ,� , , \ \,, , \\\ / / // /' / i / / / , / / / : // mon \ / '' "/ \ / /22 / ///' '"/// sY/ ' \ \';'/' ' ,` ° ` ° �. \ \ ' \ \'� \\`'' \; \' � �`�' � \` `'/ \'' � / / \ \ �' \\,/ !/�, </ ',-;\/\, , � �! .' \' / / ! \' / /\ / / \ / \ /, \// /, y f \ \, , / \,� \,\ \ / ' 1 \ / „� \ �, //\X/ \ \ / \ � / \ \ /\ \/ \ \ / \�'''/ \ \ / /\ \ \\ / \ \`\ \'/ /\`'�� \ / \ \ /\ ////,/,////, / / / \ //� /,; ,/ // „ , \` / \, `� r �r \ /r; ;., \, f /,/ // \ /f/ f , \ �/� �, \ .,. �, CADWELD 0210 TW GREEN TO GROUND RING al GROUND ROD DETAIL ANTENNA CABLE GROUND KITS •2 /0 TW GREEN TO SECTOR GROUND OARS • 4 2 SOLID BARE TINNED COPPER HARGER GROUNDING BAR °G15144324 OR APPROVED EQUAL WITH HOLE F 4 ATTER AND STANDOFF INSULATORS AND MOUNTING BRACKETS AS S�IOLLN CITY OF TUKWILA APPROVED JUL 252003 AS 1 1 ko RECEIVED m n e�. 1KWILA JUN 0 4 2003 19807 NORTH CREEK PARKWAY N SUITE 101 BOTHELL, WA 98011 PHONE (425) 37&00 •201 - 11648 - 66TH AVE SURREY, BC V36 1X1, CANADA TEL: (604) 314 -6432 FAX: (604) 614 -6431 TOLL FREE: 1- 811 - 345 -4045 EMAIL: m�Ill•tricarstom WEB: uNUw_tr coin .com 2 MAY 2 3 "MIMED FOR DP�CONST. 1 MAY 15/03 OWED FOR d f )C *T. 0 Y pEJD3 1Sd1,RD FOR REVIEW THE INFORMATION CONTAINED IN THIS SET OF DOC.UMENTS I5 PROPRIETARY 5Y NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO THE CLIENT NAMED IS STRICTLY PROHIBITED. any 15IST 4 62ND / FA I RUJAY CENTER (SE3563D ) 14240 INTERURBAN AVE 5 TUKWILA, WA 9816 GROUNDING DETAILS 1 1 1 • 0 4 2 /0 TW GREEN TO MASTER GROUND BAR I- IARGER GROUNDING BAR 1 85114418E OR APPROVED EQUAL SECTOR CsROUND BAR DETAIL N.T.S. H INSPECTION WAND OLE •.( off►: �� :l:IP CLEAN SAND FILL ANTENNA CABLE GROUND KITS (4 PER SEGTOR) PRECAST CONC. VALVE BOX S" MIN. DIA. STEEL LID WITH LABEL s2 /0 TW GREEN TO ANTENNA MOUNT 42 /0 TW GREEN TO GROUND RING I2 SOLID BARE TINNED COPPER GROUND RING S /8 "D1A.x8' -0 "LONG COPPER CLAD STEEL GIROUND OD c ROUND ROD W ITH INSPECTION PORT 4 2 TW GREEN TO NOKIA ULTRASITE CABINET MASTER CsROUND BAR DETAIL o ° Q. 0bti3a:4 U c a oa °C 0000g a° g(304 30. a°C a 1 . • � r • • • • r • � • • • • • • • 0 tralriliMMAIKOMNIg wittreAket+Ittisial weirt.steterat. 0 000000000 0 0 0 0 0 O0O 00 0 0 0 o , o 0 0 0 0000 0 0000 v - 0 0 i 0 v - 0 0 i 0 v - 0 0 i 0 v - 0 0 i 0 v - 0 0 i 0 v - 0 0 - 0 v 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 00 - 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O 0 0 0 o 0 0 0 O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o0O0p0 000p0p0o000o000000000 ..0"0"0`0"0"0"0"0"0 0 ° 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0000 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 C] 0 0 0 © 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o 0 o 0 c1 0 t� 0 0 0 0 ° 0 0 3 7 0 0 0 D 0_0 o o_ o o_ 00 /7 ` \/: //2//' \\17/(K/7.7 ti/ "7 7 Q J - c/ 1 / ?J g `' / \:/7. \ \ ; \\ j \/ \\ J \` ` / , \ \�\ f �•\ \ /\ \ /�. 2 \ / \ ,, `,/,, \/ \� /` / ;'' / / / /\`/// / \ / \ / \ / \ r\/ / \ / , / \ \ \' /te \ / \\ / / \ \ \ \ i \ \ / i \ \ / \ \ \ / / i \ � \ i / \ \ i , • i\ \ \ \rr \ / \ \. \\ / / \,!,/,// / \/</,\/\ \� ' , ,, \;\ \,� , \ /\ , \ ,, , \ \ ,\ \\ , \,\ • \ , / 4\/(\ ��, / i `\i / \ ,� , , \ \,, , \\\ / / // /' / i / / / , / / / : // mon \ / '' "/ \ / /22 / ///' '"/// sY/ ' \ \';'/' ' ,` ° ` ° �. \ \ ' \ \'� \\`'' \; \' � �`�' � \` `'/ \'' � / / \ \ �' \\,/ !/�, </ ',-;\/\, , � �! .' \' / / ! \' / /\ / / \ / \ /, \// /, y f \ \, , / \,� \,\ \ / ' 1 \ / „� \ �, //\X/ \ \ / \ � / \ \ /\ \/ \ \ / \�'''/ \ \ / /\ \ \\ / \ \`\ \'/ /\`'�� \ / \ \ /\ ////,/,////, / / / \ //� /,; ,/ // „ , \` / \, `� r �r \ /r; ;., \, f /,/ // \ /f/ f , \ �/� �, \ .,. �, CADWELD 0210 TW GREEN TO GROUND RING al GROUND ROD DETAIL ANTENNA CABLE GROUND KITS •2 /0 TW GREEN TO SECTOR GROUND OARS • 4 2 SOLID BARE TINNED COPPER HARGER GROUNDING BAR °G15144324 OR APPROVED EQUAL WITH HOLE F 4 ATTER AND STANDOFF INSULATORS AND MOUNTING BRACKETS AS S�IOLLN CITY OF TUKWILA APPROVED JUL 252003 AS 1 1 ko RECEIVED m n e�. 1KWILA JUN 0 4 2003 19807 NORTH CREEK PARKWAY N SUITE 101 BOTHELL, WA 98011 PHONE (425) 37&00 •201 - 11648 - 66TH AVE SURREY, BC V36 1X1, CANADA TEL: (604) 314 -6432 FAX: (604) 614 -6431 TOLL FREE: 1- 811 - 345 -4045 EMAIL: m�Ill•tricarstom WEB: uNUw_tr coin .com 2 MAY 2 3 "MIMED FOR DP�CONST. 1 MAY 15/03 OWED FOR d f )C *T. 0 Y pEJD3 1Sd1,RD FOR REVIEW THE INFORMATION CONTAINED IN THIS SET OF DOC.UMENTS I5 PROPRIETARY 5Y NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO THE CLIENT NAMED IS STRICTLY PROHIBITED. any 15IST 4 62ND / FA I RUJAY CENTER (SE3563D ) 14240 INTERURBAN AVE 5 TUKWILA, WA 9816 GROUNDING DETAILS 1 1 1 • 0 SUBMITTALS Z MAY 28/ 473 MISCUED MISCUED FOR dP Cc 4 T. 1 MAY 15/03 mum FOR BP/C01/45T. BP/C01/45T. bT_ O MAY Ie3 ISSUED FOR REVIEW r 2 3/8" .56 DIA. (2 HOLES) 4 11/16" INSPECT ION PROBE HOLE FOR CABLE TYPE GSTUD - NY CABLE TO ROD TO STEEL TYPE GAR •!3U 4 CsAR3902 CABLE TO PIPE CRIMP BETWEEN KNURLS TYPE GSTUD -HY APPLICATION TYPE GAR - CU APPLICATION dal BURNY GROUNDING PRODUCTS DETAIL N.T.S. - / BR* GROUNDING GROUNDING CONNECTION PRODUCTS N.TS. TYPE BR BRAID FLEXIBLE SPL ICE TYPE -TGIBS -BEAM CTOR INSTALLED CRIMPING DIE PI 10S EMBOSSING DIE PIBEUPI TYPE -KC TO PIPE CRIMPING DIE P1105 TYPE - YAC3L -2TC38 BURND7 GROUNDING DETAIL TYPE -KC TO FLAT SURFACE CITY OF TUKWILA APPRO'V'ED J U L 25 2003 AS fir) ;CV RECEIVED r.1 TY of TUKWILA JUN 0 4 2003 PERMIT CENTER 19807 NORTH CREEK PARKWAY N SUITE 101 BOTHELL, WA 98011 PHONE (425) 378 -4000 •201 - t 1.8d - 66T44 AVE SURREY, BC v38 "IX1, CANADA -1 TEL: (604) 514 432 FAX: (604) 574 4.431 TOLL FREE: 1- 811 -34S -4045 EMAIL: waaIIftrkw soon w� (LE : w.trkeng.com THE INFORMATION CONTAINED EN THIS 5ET OF DOCUMENTS 15 PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO THE CLIENT NAMED 18 STRICTLY PROHIBITED. BITE 1515T 4 62ND / FAIRWAY CENTER (SE3563C)) 14240 INTERURBAN AVE S TUKWILA, WA 4 38168 TYPICAL GROUNDING CONNECTIONS bsfo r 1 SUBMITTALS 2 I MAY 28/03 REISSUED FOR PJC GPI $T. 1 MAY 15/03 ISSUED FOR QPJY.ONeT. 0 MAY OQIo3 - ISSUED 1roR RaylEW SET HUB & TACK AT 8' OFFSET T LEASE CORNER SET HUB AT LEASE CORNER (TYP) SET REBAR AT 8' OFFSET TO LEASE CORNE ELEV.= 25.59' GAS METER DSO4 0 • 0 0 N i c?J. Li � t % W 1� N L O z �© 7 .00' N80.39. " 6 w 0 DS07 N8•3 „ 7 DS07 LEASE DETAIL SCALE: 1" = 10' .= 31.5' .= 31.9' TILITY POLE LATITUDE /LONGITUDE Z POSITION TELEPHONE RISER 0 10 uPPER SITE DETAIL GRAPHIC SCALE 20 (mom') I inch = 20 ft. 40 TRASH ENCLOSURE •cs OWER POLE IRE HYDRANT 0 S 14 3RD - 31 RooF l) T POWER POLE 1 TH TRANSFO ME #j7671/1 4831 CATCH BASIN RIM= 23.07' 4" IE= 21.42'(W) 12" IE =30.62'(E) 0 SITE BENCHMARK REBAR & CA ELEV.= 23.93' T wo o LOT HT.= 34.2' LEGAL DESCRIPTION PARCEL A; A PORTION OF LOT 1 AND ALL OF LOTS 2, 3, 4, 5, 6 AND 7, BLOCK 18, HILLMAN'S SEATTLE GARDEN TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 11 OF PLATS, PAGE 24, RECORDS OF KING COUNTY, WASHINGTON, AND THAT ACCRETED LAND ADJOINING IN THE SOUTHEAST QUARTER OF SECTION 14, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M., RECORDS OF KING COUNTY, WASHINGTON, ALL DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHEAST CORNER OF SAID LOT 7; THENCE NORTHERLY ALONG THE EASTERLY LINE THEREOF, 315 FEET TO THE LEFT BANK OF THE DUWAMISH RIVER AS ORIGINALLY PLATTED; THENCE CONTINUING ON A NORTHERLY PRODUCTION OF SAID EASTERLY LINE, 220 FEET, MORE OR LESS, TO THE LEFT BANK OF SAID RIVER, AS IT EXISTED AT THE DATE OF ENTRY OF JUDGMENT TO QUIET TITLE IN KING COUNTY SUPERIOR COURT CAUSE NO. 81 -2- 05910 -4; THENCE WESTERLY ALONG SAID BANK TO AN INTERSECTION WITH THE NORTHEASTERLY PRODUCTION OF THE SOUTHEASTERLY LINE OF THE NORTHWESTERLY 72 FEET OF SAID LOT 1; THENCE SOUTHWESTERLY ALONG SAID LINE PRODUCTION 200 FEET, MORE OR LESS, TO THE LEFT BANK OF THE DUWAMISH RIVER AS PLATTED IN THE ORIGINAL PLAT; THENCE CONTINUING IN A SOUTHWESTERLY DIRECTION ALONG THE SOUTHEASTERLY LINE OF THE NORTHWESTERLY 72 FEET OF SAID LOT 1, 55 FEET, MORE OR LESS, TO THE SOUTHWESTERLY LINE OF SAID LOT 1; THENCE SOUTHEASTERLY ALONG SAID LINE TO AN INTERSECTION WITH THE NORTH MARGIN OF SOUTH 143RD STREET (FIRST AVENUE); THENCE EASTERLY ALONG SAID MARGIN TO THE POINT OF BEGINNING. A PORTION OF PUGET SOUTH ELECTRIC RAILROAD RIGHT-OF-WAY IN THE SOUTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 14, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M., RECORDS OF KING COUNTY, WASHINGTON, BOUNDED ON THE NORTHEAST BY MAULE AVENUE, ON THE SOUTHWEST BY SR 181 ON THE SOUTHEAST BY RIGHT-OF-WAY NO. 5 AND THE NORTHWEST BY RIGHT -OF -WAY NO. 6, BOTH RIGHT-OF-WAYS AS DEFINED IN QUIT CLAIM DEED FROM PUGET SOUND POWER AND LIGHT COMPANY TO THE CITY OF TUKWILA RECORDED UNDER RECORDING NO. 6557639. PARCEL C; A PORTION OF MAULE AVENUE AS DEFINED IN THE PLAT OF HILLMAN'S SEATTLE GARDEN TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 11 OF PLATS, PAGE 24, RECORDS OF KING COUNTY, WASHINGTON, VACATED UNDER CITY OF TUKWILA ORDINANCE NO. 1367, DESCRIBED AS FOLLOWS: BEGINNING AT A POINT IN THE SOUTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 14, TOWNSHIP 23 NORTH, RANGE 4 EAST W.M., RECORDS OF KING COUNTY, WASHINGTON, SAID POINT BEING A POINT OF CURVE IN THE SOUTHWESTERLY MARGIN OF SAID MAULE AVENUE LYING NORTH 45'05'44" EAST 50 FEET FROM A MONUMENT MARKING STATION 915 +91.0 ON THE CENTERLINE OF THE OLD PUGET SOUND ELECTRIC RIGHT -OF -WAY; THENCE NORTH 44'54'16" WEST ALONG SAID SOUTHWESTERLY MARGIN, 417.09 FEET; THENCE NORTH 45'05'44" EAST 20 FEET, SAID POINT BEING THE MOST SOUTHERLY CORNER OF THE NORTHWESTERLY 72 FEET OF LOT 1, BLOCK 18, OF SAID PLAT; THENCE SOUTHEASTERLY ALONG THE NORTHEASTERLY MARGIN OF MAULE AVENUE, 510.43 FEET TO AN INTERSECTION WITH THE NORTHERLY MARGIN OF SOUTH 143RD STREET AS DEFINES IN AFOREMENTIONED PLAT; THENCE SOUTHWESTERLY 21 FEET, MORE OR LESS, TO A POINT ON THE SOUTHWESTERLY MARGIN OF MAULE AVENUE WHICH IS THE MOST NORTHERLY CORNER OF RIGHT OF WAY ENTRY NO. 5 AS DEFINED IN RECORDING NO. 6557639; THENCE NORTHWESTERLY ALONG SAID SOUTHWESTERLY MARGIN WHICH IS A CURVE TO THE LEFT WITH A RADIUS OF 2,916.33 FEET, A CENTRAL ANGLE OF 1'59'31" AND AN ARC LENGTH OF 101.39 FEET TO THE POINT OF BEGINNING OF THIS DESCRIPTION. ALL SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON. EASEMENTS At / / A NOTES p CORRESPONDS WITH ITEM NUMBER FROM 'SCHEDULE B' OF TITLE REPORT. RIVER PROTECTION EASEMENT AFFECTING THE LEFT BANK OF THE GREEN RIVER (NORTHERLY LINE OF SUBJECT PROPERTY) PER KING COUNTY RECORDING NO. 5356334. UNDERGROUND UTILITIES EASEMENT AFFECTING VACATED PORTIONS OF MAULE AVENUE (PARCEL C OF SUBJECT PROPERTY) PER CITY OF TUKWILA ORDINANCE NO. 1367, KING COUNTY RECORDING NO. 8906010677. ELECTRIC TRANSMISSION /DISTRIBUTION LINE EASEMENT AFFECTING A PORTION OF THE SUBJECT PROPERTY "AS CONSTRUCTED" AND UNABLE TO BE SHOWN ON THIS DRAWING PER KING COUNTY RECORDING NO. 8910090507, SAID EASEMENT RELEASES EASEMENTS PER KINTG COUNTY RECORDING NOS. 8012180002 AND 8012180003. RECREATIONAL /RIVER BANK /DIKE TRAIL EASEMENT AFFECTING A PORTION OF THE SUBJECT PROPERTY PER KING COUNTY RECORDING NO. 9003130434. 1) TITLE INFORMATION PER ORDER NO. N211314 ISSUED BY FIDELITY NATIONAL TITLE COMPANY OF WASHINGTON DATED MARCH 4, 2003. 2) FIELD WORK COMPLETED APRIL 1, 2003. 100 0 \co so \ LATITUDE/ LONGITUDE POSITION \\ \ .1\ \"'*p\ \ LEASE SEE \ \ \ \ N26'53'57 "E 21.06 . \ AN . tX '' ( v \-‘ /4/ v FOUND CASED MONUMENT (TYP) GRAPHIC SCALE 100 200 (>r mcir ) I inch - 100 It. 0 co z" DUWAMISH RIVER 400 411 . � 33 6 .. N48'18'44 "E _ S 1 4 \ 40.42' z co to to o co P j ° 0 °' `°N "W zN 19.64' D ST. SITE LOCATION ti LEGEND --. ---M M • IAI 0 -co- 2 34.21 NOTE: 1) ALL ELEVATIONS SHOWN ARE ABOVE MEAN SEA LEVEL (AMSL) ELEVATIONS REFERENCED TO THE NGVD 29 DATUM. 2) ALL TOWER, TREE AND APPURTENANCE HEIGHTS ARE ABOVE GROUND LEVEL (AGL). 3) ALL HEIGHTS REPRESENTED ARE ACCURATE TO ± 3 FEET OR ± 1% OF TOTAL HEIGHT, WHICHEVER IS GREATER. TREE LEGEND DECIDUOUS TREE AL12 TRUNK DIAMETER (IN) TYPE EVERGREEN TREE DF18 195.2 TAX LOT NUMBER SITE ADDRESS SITE CONTACT PHONE NUMBER ZONING TOTAL LOT AREA PROJECT AREA • HEIGHT AGL IF MEASURED SITE INFORMATION BURIED GAS LINE OVERHEAD POWER BURIED POWER LINE WATER LINE SANITARY SEWER STORM DRAIN CHAIN LINK FENCE WOOD FENCE BARBED WIRE /WIRE FENCE CATCH BASIN FIRE HYDRANT GATE VALVE WATER METER PAD MOUNTED TRANSFORMER TELEPHONE RISER LIGHT STANDARD UTILITY POLE POLE GUY WIRE EXISTING SPOT ELEVATION BOUNDARY DISCLAIMER BENCHMARK IS "SEAW" NGS GPS CORS STATION. ELEV = 62.66' • AL= ALDER MP= MAPLE DS= DECIDUOUS MA =MADRONA OK= OAK CH= CHERRY CE =CEDAR DF =DOUGLAS FIR HE= HEMLOCK PI =PINE EVG= EVERGREEN TREE DRIP LINES ARE NOT TO SCALE. TREE SYMBOLS ; i REFERENCE TRUNK LOCATION ONLY. TRUNK DIAMETERS 0 WERE APPROXIMATED AT 3.5' TO 4' ABOVE GROUND z LEVEL. TREES SHOWN ARE FOR REFERENCE ONLY AND OTHER TREES AND VEGETATION MAY EXIST. 3365901881 4240 INTERURBAN AVE. S TUKWILA, WA 98168 ERIC HANSEN (206) 236 -6200 C/LI 243,834 S.F.(5.60± AC.) 140 S.F. LATITUDE /LONGITUDE POSITION COORDINATE DATA AT SOUTHERLY END OF UPPER ROOF: NAD 83 NAVD 88 LAT - 47'28'33" N ELEV.= 21.9 FEET AT LONG - 12215'26" W GROUND THIS PLAN DOES NOT REPRESENT A BOUNDARY SURVEY. SUBJECT AND ADJACENT PROPERTY LINES WERE COMPUTED USING FIELD -FOUND EVIDENCE AND RECORD INFORMATION. SURVEY REFERENCES RECORD OF SURVEY, KING COUNTY RECORDING NO. 8904079004 CITY OF RECEIVED JUN 0 4 2003 PERMIT CENTER CAUTION! UNDERGROUND UTILITIES EXIST IN THE AREA AND UTILITY INFORMATION SHOWN MAY BE INCOMPLETE. STATE LAW REQUIRES THAT CONTRACTOR CONTACT THE ONE -CALL UTILITY LOCATE SERVICE AT LEAST 48 HOURS BEFORE STARTING ANY CONSTRUCTION. 1-800-424-5555 ibirown 19807 NORTH CREEK PARKWAY N SUITE 101 BOTHELL, WA 98011 PHONE (425) 378-4000 E N(iINEERIN6 •201 - 11688 - 66T14 AVE SURREY, DC V36 1XI, CANADA TEL: (6104) 514 -6432 FAX: (604) 514 -6431 TOLL. FREE: 1- 811 - 345 -4045 EMAIL: ma iIftri ang c.om UE;IS: uwU.trkona.coln [PROJECT NO: 031# -1DIi i 'DRAWN BY: RP. 1 !CHECKED BY: Fit. i CAD FILE: 0315 -01t6L 1 THE INFORMATION CONTAINED IN T1415 SET OF DOCUMENTS 15 PR'O'PRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT LLIMICH RELATES TO THE CLIENT NAMED IS STRICTLY PROWIBITED. A4E SEAL SITE 1515T 1 6 2N1D / FAIRWAY CENTER (E3563D ) 14240 INTERURBAN AVE S TUKWILA, WA 981168 swear TITLE SURVEY BEET WIDER sU-1 r . • • a UMTAS I 2 MY 2/0 ESUD FR dP.O4. 1 MY I/3 [ ,D FR B,C D MY 013 OE O EIW • • • • • • • • . ; ,,/ // '% / , /. , • r P \`\\ -0 I\ \ \ � \ \ \ \ \ \ , , , , / , , , / / /'TRASH . ENCLOSURE O. T'- _ i_. � i_r__ iii_i_— r.r_i_ +_.�. . _ 4.R .__•!�._.i.i.- .�f_i.Y .......... _'�S_i..._ i_� RECEIVED c of Tt1Kw!LA JUN 0 4 2003 PERMIT CENTER VICINITY MAP 0 S. \% 30 C-) • 0 15 GRAPHIC SCALE 30 ( IN FEET ) 1 inch = 30 ft. V 9 eo TOPOGRAPHIC DETAIL S. . \ \ \ \ T . \ \� \� \� \, \, .,\ 120 `. SOO • • • S. • • . • • 1 ` • . 0 ■ / 7 S IOW 1 r� r.� LOCATED APPROX. LINE OF HIGH WATER 14 3RD ST Orl A 3a 2 w 20 03 LEGEND • - ----• BURIED GAS LINE - -- OVERHEAD POWER • • BURIED POWER LINE • • WATER LINE SANITARY SEWER STORM DRAIN CHAIN LINK FENCE • - - - - - - WOOD FENCE BARBED WIRE /WIRE FENCE O CATCH BASIN FIRE HYDRANT GATE VALVE ® WATER METER PAD MOUNTED TRANSFORMER ❑ TELEPHONE RISER LIGHT STANDARD •0- UTILITY POLE POLE GUY WIRE EXISTING SPOT ELEVATION .111.1110.011.1.1. 11.111401.1.1.11111.os. E--- 2 NOTE: 1) ALL ELEVATIONS SHOWN ARE ABOVE MEAN SEA LEVEL (AMSL) ELEVATIONS REFERENCED TO THE NGVD 29 DATUM. 2) ALL TOWER, TREE AND APPURTENANCE HEIGHTS ARE ABOVE GROUND LEVEL (AGL). 3) ALL HEIGHTS REPRESENTED ARE ACCURATE TO ± 3 FEET OR ± 1% OF TOTAL HEIGHT, WHICHEVER IS GREATER. TREE LEGEND DECIDUOUS TREE AL12 TRUNK DIAMETER (IN) TYPE EVERGREEN TREE DFi8 195.2 SITE INFORMATION TAX LOT NUMBER SITE ADDRESS SITE CONTACT PHONE NUMBER ZONING TOTAL LOT AREA PROJECT AREA BOUNDARY DISCLAIMER HEIGHT AGL IF MEASURED • AL= ALDER MP =MAPLE DS= DECIDUOUS MA= MADRONA OK =OAK CH= CHERRY TREE DRIP LINES ARE NOT TO SCALE. TREE SYMBOLS w REFERENCE TRUNK LOCATION ONLY. TRUNK DIAMETERS WERE APPROXIMATED AT 3.5' TO 4' ABOVE GROUND z LEVEL. TREES SHOWN ARE FOR REFERENCE ONLY AND OTHER TREES AND VEGETATION MAY EXIST. 3365901881 4240 INTERURBAN AVE. S TUKWILA, WA 98168 ERIC HANSEN (206) 236-6200 CAI 243,834 S.F.(5.60± AC.) 140 S.F. LATITUDE /LONGITUDE POSITION COORDINATE DATA AT SOUTHERLY END OF UPPER ROOF: NAD 83 NAVD 88 LAT - 47'28'33" N ELEV.= 21.9 FEET AT LONG - 12215'26" W GROUND THIS PLAN DOES NOT REPRESENT A BOUNDARY SURVEY. SUBJECT AND ADJACENT PROPERTY LINES WERE COMPUTED USING FIELD -FOUND EVIDENCE AND RECORD INFORMATION. BENCHMARK IS "SEAW" NGS GPS CORS STATION. ELEV = 62.66' CE= CEDAR DF= DOUGLAS FIR HE= HEMLOCK PI =PINE EVG= EVERGREEN CAUTION! UNDERGROUND UTILITIES EXIST IN THE AREA AND UTILITY INFORMATION SHOWN MAY BE INCOMPLETE. STATE LAW REQUIRES THAT CONTRACTOR CONTACT THE ONE -CALL UTILITY LOCATE SERVICE AT LEAST 48 HOURS BEFORE STARTING ANY CONSTRUCTION. 1- 800 - 424 -5555 I, oweirmn 19807 NORTH CREEK PARKWAY N SUITE 101 BOTHELL, WA 98011 PHONE (425) 378-1000 • , E NGINEERING •201 - 1161313 - 66114 AVE SURREY, SC 1/38 1X1, CANADA TEL: (604) 514 -6432 FAX: (604) 514 -6431 TOLL FREE: 1 -811- 343 -4045 EMAIL: ma I I ftricanecom IIEd: uww.trkerg.Gon !PROJECT No: 0313 -016 1 DRAWN BY: RP. i G• BY: FP1. i GAD FILE: 0313- O1beU2 i THE INFORMATION CONTAINED IN TWIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO THE CLIENT NAMED IS STRICTLY PROWISITED. A!E SEAL 81TE 1515T 4 6 2NC) / FAIRWAY CENTER (5E3563D) 14240 INTERURBAN AvE 5 TUKWI L A, WA 98168 SHEET TITLE SURVEY Y I I t • • I