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Home My WebLink AboutPermit D03-237 - T-MOBILE - ANTENNAST- MOBILE - ANTENNAS 4020/4030 S 140 ST EXPIRED 03 -13 -06 D03 -237 City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Parcel No.: 7360600475 Address: 4020 S 140 ST TUKW Suite No: Tenant: Name: T- MOBILE Address: 4020 S 140 ST, TUKWILA WA Owner: Name: LEE JAMES KHUAN +MIMI DU Address: 3425 97TH AVE SE, MERCER ISLAND WA Contact Person: Name: JUSTIN ABBOTT Address: 1530 WESTLAKE AV N, #600, SEATTLE WA Contractor: Name: LEGACY TELECOMMUNICATIONS INC Address: 7108 -B PIONEER WAY, GIG HARBOR WA Contractor License No: LEGACTI005KD DEVELOPMENT PERMIT Permit Number: D03 -237 Issue Date: 05/27/2004 Permit Expires On: 11/23/2004 Phone: Phone: 206 790 -4655 Phone: 253 858 -0214 Expiration Date:05 /06/2005 DESCRIPTION OF WORK: ATTACHMENT OF THREE (3) ANTENNAES ON A REPLACEMENT (SCL) UTILITY POLE (ON BIRCHCREST APTS PROPERTY INSIDE THE SEA CITY LIGHT EASEMENT KC RECORDING #20040412001731) WITH EQUIPMENT CABINETS WITHIN EXISTING BIRCHCREST APARTMENT BUILDING. SEE DRAWINGS FOR DETAILS. PUBLIC WORKS ACTIVITIES INCLUDE STREET USE FOR EQUIPMENT TO USE THE S 140th STREET R.O.W. DURING POLE INSTALLATION. Value of Construction: Type of Fire Protection: Type of Construction: Public Works Activities: $55,000.00 Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fees Collected: $1,224.44 Uniform Building Code Edition: 1997 Occupancy per UBC: 0026 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: Y Profit: Y Water Main Extension: doc: Devperm N Private: N D03 -237 Public: N Non - Profit: N Public: N Printed: 05 -27 -2004 LLiB °y4 63 +4:�s v «ors 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 -237 Printed: 05 -27 -2004 Permit Center Authorized Signature: Signature: Print Name: doc: Devperm City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 ,.D 6s€1,4-671-1>f LA.s - - A-b120 - h - D03 -237 Date: 5".°77 V 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. Date: 5/ o �} This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. Printed: 05 -27 -2004 City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Parcel No.: 7360600475 Address: 4020 S 140 ST TUKW Suite No: Tenant: T- MOBILE 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 mechanical work shall be under separate permit issued by the City of Tukwila. 5: 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. 6: Any exposed insulations backing material shall have a Flame Spread Rating of 25 or less, and material shall bear identification showing the fire performance rating thereof. 7: 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). 8: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 9: 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. 10: ** *FIRE DEPARTMENT CONDITIONS * ** doc: Conditions PERMIT CONDITIONS 11: 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) 12: Fire extinguishers require monthly and yearly inspections. They must have a tag or label securely attached that indicates the month and year that the inspection was performed and shall identify the company or person performing the service. (NFPA 10, 43, 4 -4 and 4 -4.3) Every six years, dry chemical and halon type fire extinguishers shall be emptied and subjected to the applicable recharge procedures. (NFPA 10, 4 -4.1) If the required monthly and yearly inspections of the fire extinguisher(s) are not accomplished or the inspection tag is not complete, a reputable fire extinguisher service company will be required to conduct these required surveys. (NFPA 10, 4 -3, 4 -4) 13: 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. D03 -237 Permit Number: D03 -237 Status: ISSUED Applied Date: 08/04/2003 Issue Date: 05/27/2004 n. -,ua+ ..n. �. ! e P.* rr..: ?rn. r." fi;nRtr�(ct.- A� \'N1i.�ld`:"t.Z`P - - n��:u� Printed: 05 -27 -2004 City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 14: Extinguishers shall be located so as to be in plain view (if at all possible), or if not in plain view, they shall be identified with a sign stating, "Fire Extinguisher ", with an arrow pointing to the unit. (NFPA 10, 106.3) (UFC Standard 10 -1) 15: Clear access to fire extinguishers is required at all times. They may not be hidden or obstructed. (NFPA 10, 1 -6.5) 16: Maintain automatic fire detector coverage per N.F.P.A. 72. Addition /relocation of walls, closets or partitions may require relocating and /or adding automatic fire detectors. 17: All new fire alarm systems or modifications to existing systems shall have the written approval of the Tukwila Fire Prevention Bureau. No work shall commence until a fire department permit has been obtained. (City Ordinance #1900) (UFC 1001.3) 18: Install a clearly labeled electrical power emergency shut -off switch. 19: Install a sign stating "CELL SITE EQUIPMENT" on equipment room door. 20: Install a fire dept. keybox next to equipment room door for fire dept. access. 21: Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 22: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. 23: The replacement pole, antennas, conduits and associated mounting hardware must be painted to gray. 24: ** *PUBLIC WORKS DEPARTMENT CONDITIONS * ** 25: The applicant must notify the City Utility Inspector at (206)433 -0179 upon commencement and completion of work at least 24 hours in advance. All inspection requests for utility work must also be made 24 hours in advance. 26: Contractor shall notify Public Works Utility Inspector at (206)433 -0179 of commencement and completion of work at least 24 hours in advance. 27: Work affecting traffic flows shall be closely coordinated with the City Utilities Inspector. Traffic Control Plans shall be submitted to the Inspector for prior approval. 28: Flagging, signing and coning shall be in accordance with MUTCD for Traffic Control. Contractor shall provide certified flagmen for traffic control. Notify City Inspector before 12:00 Noon on Friday preceding any weekend work. 29: Any material spilled onto any street shall be cleaned up immediately. 30: Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation off -site or into existing drainage facilities. 31: The site shall have permanent erosion control measures in place as soon as possible after final grading has been completed and prior to the Final Inspection. 32: PRIOR TO FINAL PERMIT SIGNOFF A NO - PROTEST AGREEMENT AGREEMENT SHALL BE EXECUTED BETWEEN T- MOBILE AND CITY OF TUKWILA THAT THE COST OF MOVING /RELOCATING OF THE T- MOBILE /SEATTLE CITY LIGHT FACILITY /STRUCTURE SHALL BE SOLE doc: Conditions 003 -237 Printed: 05 -27 -2004 07hV3 i3!rk ajvwni, yrbatinnMarerob �nurn;c{?�i;+!XL'?�'ri IregrAMIAMM911 RESPONSIBILITY OF THE PERMITEE IF IN THE FUTURE THE CITY OBTAINS ADDITIONAL RIGHT OF WAY ON THE NORTH SIDE OF SOUTH 140th STREET. doc: Conditions City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 * *continued on next page ** D03 -237 Printed: 05 -27 -2004 City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and 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 regulating construction or the performance of work. Signature: Al a/40TC 9 Print Name: �J T u–$ + 1 doc: Conditions D03 -237 Date: 5 /7-7/ 6 4 ordinances or local laws Printed: 05 -27 -2004 . . -ATI ';;CP Contact Person: E-Mail Address: ‘applications‘pcnnit application (3.2003) 3/200) CITY OF TUKWILA i-s Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 King Co Assessor's Tax No.: - 13 L. 0 ( Site Address: 1 4- 0 7. 0 /1+03 0 - 5. OA- 0-04 s4.„-- €71- Suite Number: Floor: 14-6 5 Tenant Name: "7" o ko New Tenant: D .... Yes J ..No Property Owners Name: Tu_vvt, es t-c .k L e e m Zt.4 r- t•-• e—e— Mailing Address: 3 4. Z 5 - 1 Pr J e. Name: Z" A '0 1 0 5+i Company Name: T vt C-* • , . 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** Mailing Address: I - 7 ti) - Contact Person: c., s ck r E-Mail Address: w. °■. v k e--t” . c. wl Page I r e_ e s City )Pr ct O 4O State Zip Day Telephone: E - 1 Mailing Address: I 5 3 e s-1-1 k AV e.. *Got) S t L.) A- 2 t City E-Mail Address: 3 0. b Gk.\ ay r o t-e? • C.° P Fax Number: (2- 3 '2_ 2_ - vt 5 3 State Zip Company Name: T s e_ Mailing Address: City Day Telephone: Fax Number: e City ENGINEER OF:RECORD An plans pipit be Aiet sOthPeO.bY' Engineei. iteccird State Zip 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** V S 5 . 4)C C d1/40. State Zip Day Telephone: t - - 7 7 - 3 4 5 - 4- b 1+ S Fax Number: o 5 1 4 - 1 . 4 3 ? e-i-e_V"Sov\ 5 -J r- v (a. Pk- v-4- Company Name: Mailing Address: I'S, 2- 0 - 3 - 0 1 A v S 5 L4) A- City Contact Person: S e 5 + r e_ Day Telephone: a- E-Mail Address: Fax Number: 1 g I State Zip - C L uoitLatiwirm; 1Vr'uxlnivitiUrtt'i'F' Aft 431 ?Jo .'.f��' i'. ;.yyL".,• ,..`i �,� r -�:Z r•`4 `t�v :`^'i: K[ �'f ': 7 EEC,.,.. y •. v. ti � ti i at } �: � �.� Valuation of Project (contractor's bid price. Scope of Work (please provide detailed information): e, c. e.wA. e. v>+ S LA)/ \' 2 + , \ 4) . 5 e. Will there be new rack storage? 0 ..Yes 'Rt.. No %applications\pennit application (34003) 3/2003 Page 2 S 5 0 a 0 Existing Bui1..tng Valuation: $ -' - 1 — k ✓e c (:3) ar,•n.'G - 2 v 1 CL e_ - , OA. tv\ C b ; K er'S If "yes ", see Handout No. for requirements. Provide All Building Areas in Square Footage Below 1 "'Floor 2n0 Floor 3`° Floor Floors thru Basement Accessory Structures, Attached Garage Detached Gara Attached Carport Detached Carport:. Covered Deck Uncovered Deck ' 9 ' x Z Addition'to Existing . Structure , ', '. Type of Construction per UBC °.Type, of Oceitparicy per UBC 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: Compact: Handicap: Will there be a change in use? ❑ ....Yes [] ..No If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: O.. Sprinklers ❑..Automatic Fire Alarm ❑..None ❑ . Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑..Yes ..No If "yes", attach list of materials and storage locations on a separate 8 -1/2 x 11 paper indicating quantities and Material Safety Data Sheets. Scope of Work (please provide detailed infoi� nation): Please refer to Public Works Bulletin #1 for fees and estimate sheet. - 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 Non Right -of -way ❑ ...Total Cut ❑ ...Total Fill FINANCE INFORMATION applicationlpermit application 0-2003) 3/2003 cubic yards cubic yards ❑ ...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 Fire Line Size at Property Line 11 ft /1 WO# WO# WO# Private Private ❑ .. Abandon Septic Tank ❑ .. Curb Cut ❑ .. Pavement Cut ❑ .. Looped Fire Line 11 /• ❑ ...Water ❑ ... Sewer ❑ ... Sewage Treatment Monthly Service Billing to: Name: Call before you Dig: 1- 800 - 424 -5555 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 0 .. Storm Drainage Number of Public Fire Hydrant(s) City ❑ .. Grease Interceptor ❑ .. Channelization ❑ .. Trench Excavation ❑ .. Utility Undergrounding ❑ ...Deduct Water Meter Size Day Telephone: Mailing Address: City State Zip Water Meter Refund/Billing: Name: Mailing Address: Day Telephone: State Zip EstA ",'fit' 4''� a Unit Type: " Qty Unit Type: Qty : Unit Type: Qty Boiler /Compressor: . Qty Furnace <100K BTU Air Handling Unit >= 10,000 CFM Other Mechanical Equipment i 0 -3 HP /100,000 BTU Furnace >100K 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 Contact Person: E -Mail Address: Date Application Accepted: tapplicationstpetnit application (3.2001) 3/2003 MECHANICAL CONTRACTOR INFORMATION Company Name: 1 '17 Q S S � e t "t c Mailing 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): 14 V A- C- S s+ e vv1 Indicate type of mechanical work being installed and the quantity below: Date Application Expires: Page 4 � ga.L;'ct; City Day Telephone: Fax Number: State t -i-e. y t o v— Zip Use: Residential: New .... 0 Replacement .... [] Commercial: New ....0 Replacement ....[] Fuel Type: Electric Gas ....0 Other: T APPLICATION NOTES -, plicableto' all permi«s ><n; tins: application Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR AUTHORIZED AGENT: Signature: Date: 8 114 l o . Print Name: LA- S 4 A- to to Day Telephone: 0 6) "19 0 -- 4 Mailing Address: 1 5 3 0 ca..) cz-5+1 c e A tl L. AL "= (. S e_ 44— l City State Zip Staff Initials: City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Parcel No.: 7360600475 Address: 4020 S 140 ST TUKW Suite No: Applicant: T- MOBILE RECEIPT Receipt No.: R04 -00651 Payment Amount: 783.25 Initials: SKS Payment Date: 05/27/2004 01:05 PM User ID: 1165 Balance: $0.00 Payee: T- MOBILE USA, INC. TRANSACTION LIST: Type Method Description Amount ACCOUNT ITEM LIST: Description doc: Receipt Payment Check 11099 BUILDING - NONRES PW TYPE 'B' PERMIT STATE BUILDING SURCHARGE Account Code Current Pmts 000/322.100 000/322.400 000/386.904 Permit Number: D03 -237 Status: APPROVED Applied Date: 08/04/ 2003 Issue Date: 783.25 678.75 100.00 4.50 Total: 783.25 17 05 /29 9716 TOTAL 703.2`; `,5 Printed: 05 -27 -2004 Payee: T- MOBILE USA INC ACCOUNT ITEM LIST: Description doc: Receipt City of Tukwila PLAN CHECK - NONRES RECEIPT 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Parcel No.: 7360600475 Permit Number: D03-237 Address: 4020 S 140 ST TUKW Status: PENDING Suite No: Applied Date: 08/04/2003 Applicant: T- MOBILE Issue Date: Receipt No.: R03 -00956 Payment Amount: 441.19 Initials: SKS Payment Date: 08/04/2003 04:13 PM User ID: 1165 Balance: $683.25 TRANSACTION LIST: Type Method Description Amount Payment Check 1575995 441.19 Account Code Current Pmts 000/345.830 441.19 Total: 441.19 12 )n/ 06 ':) 7 i6 TOTAL 44L i2 ;} Printed: 08 -04 -2003 COMMENTS: Type of Inspectior)• j�' if THFS p /t6/ i, r -vi ,ek. n�J 4 < /_, -7c.,=,..,-/ f a.m. P• m. Requester: 9 bi 11;- 6Aret„. '-/`" /O ,/ Project: Type of Inspectior)• j�' Address: � f � Date Called: �/ (- Special instructions: Date Wanted: '( f a.m. P• m. Requester: Phone ■'o: u 2. s ?. ok '-/`" /O ,/ D63 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 ID Approved per applicable codes. El Corrections required prior to approval. inspector: Date: q//4/ / 16<— $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: r ject: .. �! Type of Inspecti n:,. : - 1 z4* Ad ess: �� S 4 1 �o . t . Date Called: ( 5,C Special Instructions: F C re 00 Date Wanted : i2e.‘e / Requester: Pbotine No: (i-a5) 36A -L i L i Og INSPECT! N NO. pproved per applicable codes. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PE (206)431 -3670 K. Corrections required prior to approval. COMMENTS: Inspector; Date LI $58. 0 REINSPECTION FtREQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: Date: Pro' g r ct: h �1' l I t� Type of In pection: Ilk , �'�. e i {a a—A—at Add es c S ! ei O S"� Date Called: 1, O Spe ial Instructions: Date Wanted: ( / I — it.IOS- ra.`r�,,,_i P.m. Requester: 727 N o : \ \ 30R -4 INSPECTION RECORD Retain a copy with permit INSPEE'rfON NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. COMMENTS: s E1 $58.00 REINSPECTIOf1 FEE RECfUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: Date: 1r P t: (k b 1' Type of-Insp' j ction•• (^ I O (.�'zi.t c 1 iai - ) Of ikr Ad o so 0 J , ) 1. s ( Date Called 1 Special Instructions: , ;/ t �p # 1 A et r Date Want d2 i 4_105 ,m p.m: Requester: La_ irtAre_f- or,n,_) ox - Li'7ob INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PER (206)431 -3670 COMMENTS: /lb Approved per applicable codes. Corrections required prior to approval. $58.00ltEINSPECTION ftE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: Date: COMMENTS: Type of Insp ction: 1 " ,,,,,) 81205- A/� 14 t 6s. � «;�' /n• N�) Special Instructions: / P: DO A i ` - -I-. 17��a' �� 1 (` a.m Requester: Phone e No: � y� /z/ i Ali! Project 7 Type of Insp ction: 1 " ,,,,,) Addregs,s: I II)() D : 1` /c1 St Date Calle : O b51u- Special Instructions: / P: DO A i ` - -I-. 17��a' �� Date Wanted: 1 (` a.m Requester: Phone e No: � y� INSPECTION RECORD Retain a copy with permit `D)..3-, INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 PERMIT NO. Approved era applicable codes. J Co e 6n 4e? d o o p pp q p pproval. Inspector: Date: 3726:765- / 2 6:76 El $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: Date: Final Approval Frm City of Tukwila Fire Department Project Name I -- fl , -2 h» e Retain current inspection schedule Needs shift inspection Approved without correction notice Sprinklers: Fire Alarm: Hood & Duct: Halon: Monitor: Pre -Fire: Permits: Occupancy Type: 7 ,(Aicfrie S Authorized Signature TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM Address L /0 2-C2 l f,:.% Approved with correction notice issued Rev. 5/2/03 Permit No. T.F.D. Form F.P. 85 Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206 -575 -4404 • Fax: 206 -575 -4439 Date 90 -23 �. ;c Suite # Pro ect: 1 - fin * t if Type of Ins ecti Address: Y Date Called: Spe Instructions: Date Wanted:, L.1' �/ " p.m. Requester: I Pa It f(j�v INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 El Approved per applicable codes. INSPECTION RECORD Retain a copy with permit (206)431 -3670 Ei Corrections required prior to approval. COMMENTS: 2 0 j 7 . 4--c Inspector: Dater J , El $58.00 REINSPECTION FE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: Date: COMMENTS: Type of Inspection: d es d A d D 5, /co OA + ' Rr.s =. Pt A-o A - .0. 6- 94 C . L4 12i u.,.- __A rL.s 6 LN rti - Requester: hf 01 \n)cu9. Phone No: / — T,,1, 5 , 50 �. i. .do, p on s: J J un �� ID (i� - �t _FA � Proj ct�� Type of Inspection: d es d A d D 5, /co Date Called: Special Instructions: Date Wanted: a.m. p.m. Requester: Phone No: a)3- INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 D Approved per applicable codes. Corrections required prior to approval. Inspector: Ai Date: G' $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: Date: A COMMENTS: Type of In spect n:f /1 t � - Addres kk (,14 > 'No c t tt - C 0 7>i c� �� 1 d Requester: te j'' Aiir;/ tw1 fTj` i i/ L/ ? �ilN•� � 1 tt E pCi , Proje rr 01 06./ / p. . - ! I Type of In spect n:f /1 t � - Addres /LJU - t1i Date Called: t / ` / 5/ Special Instructions: 731 tap n f ijr Date Wanted: t , J, ( 1 m. Z did Requester: te j'' Aiir;/ tw1 fTj` Phone No: ip ..1 w O : lac 3 (- 0-0A El Approved per applicable codes. `' ' INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Corrections required prior to approval. Inspector: Date: , / ` C $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: Date: Prolst:_,„ /7((c iefic 7 Type of Ad r ss: 4 0 j' /5K Date Called)/ / '. C ■ Special Instructions: Date Wakit,d: Requesteri, PhonKNo: _. INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. INSPECTION RECORD Retain a copy with permit (216)431-3670 El Corrections required prior to approval. COMMENTS: A/ A 8.00 REINSPECTION FEE EQUIRED. P aid at 6300 Southcenter Bl d., Suite 100 Date 1 o r to inspection, fee must be Call to sechedule reinspection. R c ipt No.: 'Date: COMMENTS: .5 / 4 p: i-11!" /p ,--1-. tom/ I 7) k�/4 -3 dG, , 4-- A 4 (a>rrrn ry+4> cgJ le' c C('> c. ( %'i Q / o' »,i �( /eX 1 0 -0,11 F " AA ,,.9 . /4./y c frt,,t‘ 7' ~l M'v ✓ /p /I/ -7 /.f c-OI C T ... /, 4 � J-,, • 1 2 ) -i 4, 4 /l, �, �, - L < e.,.{/ � ; i./ j if ,, ( ; ( // /7 (_ r • 1 /,� d Al 111-7 e",, ," l /�7. � ...pC_ Special Instructions: , !� /'S y� / 4/rfn 1) 47 CS' 1 , � .. te..." T 4 Lei31; // J � #94677,6 , fir /5n , /+// .ft".r...� I,- 4 „__ r'93,, ,,, /a.m. l,P.m. Requester: 1 CPA " 4.4 777: 4 79 7,-) f) J-i J Pro a t: PLO ID) 1 Type of r>spection: _ t. r". 0 /1 Addr ss. // /� � 0 � L �IJ t Date Called: r �. L ( I 2,0/ r Special Instructions: , Date Wanted: ( L.-1 2 i IOC /a.m. l,P.m. Requester: 1 �' Phone No: Approved pei applicable codes. 'Receipt No.: INSPFCTIO RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION PERMIT • 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Corrections required prior to approval. Inspector. /� Dater Jy , i— r - LI $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Date: rr COMMENTS: (./.id/ 4 /,( fir) z /)7 /.I 1 _f/? / /.✓ 1/j%f� id-7'7/ .!. S/ G �..c -/,1i r 1 7,41‘ / /./ / 'e -cL / ),‘,..,r, , ,,..-14, \. _ 1 /.,P / { ') "9/ 7 4._/ 4 ,. 4l.. e91 9 //t_P.e,/ Project: - r.j.- , Mf Type of Inspection: / Address: Date Called: Special Instructions: Date Wanted: a.m. p.m. Requester: Phone No: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 El Approved per applicable codes. INSPECTION RECORD Retain a copy with permit (2 06)43 1 -3670 El Corrections required prior to approval. « ' a %fr' 17 $58.00 $58.00 REINSPECTOt FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenler Blvd., Suite 100. Call to sechedule reinspection. Dater Receipt No.: Date: COMMENTS: Type of Inspection: `1 Address: LP 5. tLISTI/k Date Called: 1 V.- E Date Wanted: / 2- d�d 5' ctigops A rk,g, ficA" 7 (14 a� u� = -_ . 4,..,,,,D,4 A.,,,, 4t (241,,,,,..ii S ,a4/ ,-le"(--14/ 41 Aitu.,..-016 7 .. iC'e IT ()ivat'I ! ,/ F 6eiL> , 0 (4 d T U ,r c1 / Proje m Oc121 Type of Inspection: `1 Address: LP 5. tLISTI/k Date Called: 1 V.- Special Instructions: Date Wanted: / 2- d�d 5' a.m. p.m. Requester" //A J P`�` n V f 66 w ■ Phone No: /,� _.- Calf-ihm Approved per applicable codes. D INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 yz�" y 0 Corrections required prior to approval. Inspector: LJ Date: ,.._.- $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: Date: 1. . .... ss;xaas , i Htik rywi�tsr,'i il�'' rii�&`i`d�G:awS:iw"<nCM1a COMMENTS: Type of Inspection: '+ oo vf t C'. (\ D / F wit uto t (\f" (l (1r 6A 1- Pk kira coru.9.. 0 QA S 2 0 k)24 rte A LA '3--u PLA Date Wanted: a.m. p.m. Requester: DON f TE.c- tNcf 1 114 Phone No: i f L ; 7.- 4 -vj2_ Project: m 0P, i /6 Type of Inspection: Add rOs Date Called: Special Instructions: Date Wanted: a.m. p.m. Requester: DON f TE.c- tNcf 1 114 Phone No: i f L ; 7.- 4 -vj2_ INSPECTION NO. INSPECTION RECORD Retain a copy with permit D03 277 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 El Approved per applicable codes. El Corrections required prior to approval. Inspector: Date /2.) ') 1 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: COMMENTS: Type of Inspection: Address: Add e 1/02 5, Mo sr Date Called: . bWo.c" 34/05 4 */.1-4 t/ i 1 - i W 4 a /U1) X0,1 Project: - — 1G g, J- Type of Inspection: Address: Add e 1/02 5, Mo sr Date Called: . bWo.c" Special Instructions: AGt.GK t -� 0,S Sc L AWE /1 d e.ca„,, Date Wanted: t f �� 0 � a.m. p.m. Requester: Cif/i( Vi Phone No . ( - 7/e ) ' -- X777 INSPECTION NO. INSPECTION RECORD Retain a copy with permit 0 2 37 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 El Approved per applicable codes. O Corrections required prior to approval. Inspector: Gv Date: )/l 5 El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: COMMENTS: Type of I spection: -- ( AY ( j) Re__V /f(. Fc � !✓ e X ;),'C 4 prVc 7 ,av( c7 /0 Y Special Instructions: a., rcG,e res-\ �I /� c 17 0 !A � S .. (702t1 / / //r /,Ja (/v'' 7 •`• (',m/S - /-;>/c 74; r 1v�, (/ 7 %7Lp r/ Pr , ,,Q ct: Type of I spection: -- ( AY Address: L i0 0 S . 1 L/ 0 s-I -. Date Called: D / /0 Special Instructions: a., rcG,e res-\ �I /� c 17 0 !A � S .. Date Wanted: e /-)SIOC p.m. Requester: �1 <� ! - 7 / � Phone No: . Le 0-- - 7/o (/ 7 %7Lp INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 b 0 3:�37 Approved per applicable codes. Corrections required prior to approval. Inspector: Date: .2. z -o5 8.00 REINSPECTION EE REQUIRED/Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: Date: VIM ■111 /110/1I K r azari N 0 1 1005 & ASSOCIATES, INC INC. . O EVEt,OP M 1 Y ENr May 25, 2005 Frank B. Adams Project Manager Auburn Division FBA\jc GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION Mr. Lauren Wibbelman NORTHWEST COMMERCIAL IMPROVEMENTS, INC. 12535 35' Avenue Southeast Everett, WA 98208 RE: In Process Inspection Report Birch Crest Cell Tower TUKWILA, WASHINGTON Dear Mr. Wibbelman, Enclosed are copies of the compressive strength test results regarding the above referenced project. I ['you have any questions or if we can be of further assistance, please do not hesitate to contact our office. Respectfully submitted, KRAZAN & ASSOCIATES, INC. CC: CITY OF TUKWILA �L RECElV KA No. 066 -05078 Permit No. D03 -237 Offices Serving The Western United States V Uite I06 • Auburn Washin_ton 98002 • 253 939-2500 • Fax: 2534 !.._v_,: �t,e'a •: s +.' :iix c s : rxitt «7r i s • Krazan & Associates, Inc. 1501 - 15th Street NW Suite 106, Auburn, WA 98002, (253) 939 -2500 Project No. 066 -05078 Cyl. Code 050651 Pour Date 4/21/2005 Weather Overcast Jurisdiction City of Tukwila Permit No. D03 -237 Project Birch Crest Cell Tower Engineer Location South 140th Street and Pacific Highway South Architect Client Northwest Commercial Improvements Contractor Northwest Commercial Improvements Field Data Concrete X Other Supplier Cadman CYLINDER REPORT Plant No. 54 Site Mix -- Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (in.) (F) (F) (pcf) 12:00 247 5542085 4-1/2" 64 47 Placement Area Footing Location Cell tower footing in front of the parking lot. No grids were given. Remarks Concrete placed via chute and was consolidated by finish. Please refer to Field Report No. 49814. Inspector J. Pinkley Laboratory Data Cyl. Test Field Max. Comp. Tested Break Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 050651 4/28/2005 7 4X8 12.61 53000 4,200 1 TB N/A 050651 5/19/2005 28 4X8 12.54 69500 5,500 1 JA N/A 050651 5/19/2005 28 4X8 12.54 70000 5,500 1 JA N/A 050651 H 4X8 1 Remarks Results Reviewed By + A Codes for Break Types: 1: Cone 2: Cone & Split Measurement Uncertainties: ASTM C -39 +1- 8% Form 03101 Revision 3 Effective Dale 5/12/04 The information provided on this report is prepared for the exclusive use of the client. This report may not be reproduced in any format without the written permission of the client and Krazan & Associates Lk� Date Reviewed S Report No. 11305 Reported Batch Data Design Actual Weights Weights Mix No. 651030 651030 Cem. lbs. 6110 F. Ash lbs. 318 "agg. lbs. 4665 314 "agg. lbs. 13560 C. agg. lbs. 3 Sand lbs. 13380 Water lbs. Air Ent. (oz) 50 50 Water red (oz) 238 Other (oz) Other (oz) Other (oz) Water Added on Job (gals.) 11 Field Test Methods X ASTM C143 ASTM C138 X ASTM C1064 ASTM C173 X ASTM C31 X ASTM C172 OTHER ASTM C231 Design Strength 4,000 @ 28 days Date Specimens Rec'd. 4/26/2005 Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other Test Results X Conforming Non - Conforming 3: Cone & Shear 4: Shear 5: Columnar (Split) lomintexeils1 N' Iw. JM' Y ,I�dSSAhY.'+�r1,th/MftK�'A�SSI AIM "Ma IIMINI■Miladll May 6, 2005 Frank B. Adams Project Manager Auburn Division FBA \jc I(r azari & ASSOCIATES, INC. GEOTECI- INICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION Mr. Lauren Wibbelman NORTHWEST COMMERCIAL IMPROVEMENTS, INC. 12535 35 Avenue Southeast Everett, WA 98208 RE: Special Inspections Birch Crest Cell Tower Tukwila, Washington Dear Mr. Wibbelman, In accordance with your request and authorization, our firm performed special inspections for the above - referenced project. The inspections were performed by our inspectors on April 21, 2005. Copies of our inspector's field reports are attached. Unless otherwise indicated, the civil activities noted on the attached daily field reports were in accordance with the approved project plans and specifications, 2003 IBC. A guarantee that the contractor has necessarily constructed the structure in full accord with the plans and specifications is neither intended nor implied. If you have any questions or if we can be of further assistance, please do not hesitate to contact our office. Respectfully submitted, KRAZAN & ASSOCIATES, INC. CC: CITY OF TUKWILA Offices Serving The Western United States 1501 — 15 Street NW Suite 106 • Auburn, Washington 98002 • (253) 939 -2500 • Fax: (253) 939 -2556 KA No. 066 -05078 Permit No. D03 -237 RECEIVED MAY 10 2005 COMMUNITY DEVELOPMENT I lI1K JO "MEI" I< I ' aZaITI & Associates, Inc. GEOTECHNICAL ENGINEERING • ENVIRONNEt1TAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: /- S' PROJECT #. oeCe o5 PROJECT: i9 LOCATION: z /O -r-, s / /e 5"/"". KRAZAN PROJECT MANAGER• c-oi i J ; rte -S rGE. � C6I /�e l/G,r7 - 5 k 3 T/cs C i A0,,k leoo F7 ( and' i'Pi7 b/ -i[ ;I r - (90-r, '��7r- +-f2 /e a ? ' ('i - n'- rG 1214 4 714 G`1/ Ptc2) - G/rce_e 04- /O V-e? 7Z-G— 'S /JPs7 X7•S ! ter -- rc.? - r^ l'/1t'fr- 4. - e - : e, Y/4 4 e4-i e0/1,%15" r l ACA ( e9' .4-A r^ (tug /.)rr 1 S. [. ,'77 -e -/ t '46- fin e— t1 r t e-14t1 d Gs lb the best of my knowledge, the abov Superintendent /Representative: 215 West Dakota Ave., Clovis, CA 93612 2205 Coy Ave., Bakersfield, CA 93307 1025 Lone Palm Ave. #2E, Modesto, CA 95351 545 Parrott St., San Jose, CA 95112 5808 Price Ave. Bldg. 1016, McClellan, CA 95652 • • • • • // Tl7lt -Cr— 6/1 ; 5 :< CJ� /rJ /4S P / /r[q ray /. a tr - G /.Qbile- lt lg5 Gc5M 52,hiet 1 G;e -',. (559) 348-2200 (661) 837 -920 (209) 572 -2200 (408) 271 -2200 (916) 564-2200 CONTRACTOR: JURISDICTION: 72 j,.i PERMIT #: INSPECTOR: WEATHER: 4L'L L•c . C . (, ) , ? 14 3 p . , pp 14; -i/ C /4 /Y5 Technicia FIELD REPORT NO: 4 9 814 4. e..�r lee CDlnt6GrC, 1 5 - S/J 1, /e a t lt'.vG AV. i TG Pir"/..45 e- Ze-A•tCY 7-C r � /,. , / Z d— / /5 ?61 -1 j/ 101nr lArl r,be2. • fe i3f' �Dntow A 9 • 1 1501.15' St. NW Suite 106, Auburn, WA 98002 20714 State Hwy 305 NE Suite 3C, Poulsbo, WA 98370 1 9501.144'" Ave. NE #F -300, Woodinville, WA 98072 Ito is ion 0 TEMP: 9 7 - WAS NOT performed in accordance with the approved plans, specifications, and regulatory requirements. • (909) 974-4400 • (253) 939 -2500 • (360) 598.2126 • (425) 485 -5519 ArsootRo J�- azan May 4, 2005 Mr. Lauren Wibbelman NORTHWEST COMMERCIAL IMPROVEMENTS, INC. 12535 35' Avenue Southeast Everett, WA 98208 RE: In Process Inspection Report Birch Crest Cell Tower TUKWILA, WASHINGTON Dear Mr. Wibbelman, Enclosed are copies of the compressive strength test results regarding the above referenced project. If you have any questions or if we can be of further assistance, please do not hesitate to contact our office. Respectfully submitted, KRAZAN & ASSOCIATES, INC. NULt7 Frank B. Adams Project Manager Auburn Division FBA \jc GEOTECI-INICAL ENGINEERING • ENVIRONM.ENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION CC: CITY OF TUKWILA & ASSOCIATES, INC. KA No. 066 -05078 Permit No. D03 -237 Offices Serving The Western United States 1501 — 15` Street NW Suite 106 • Auburn, Washington 98002 • (253) 939 -2500 • Fax: (253) 939 -2556 05078 break Krazan & Associates, Inc. 1501 - 15th Street NW Suite 106, Auburn, WA 98002, (253) 939 -2500 Project No. 066 -05078 Cyl. Code 050651 Pour Date 4/21/2005 Report No. 11305 Weather Overcast Jurisdiction City of Tukwila Permit No. D03 -237 Project Birch Crest Cell Tower Engineer Location South 140th Street and Pacific Highway South Architect client Northwest Commercial Improvements contractor Northwest Commercial Improvements Field Data Concrete X Other Supplier Cadman CYLINDER REPORT Plant No. 54 Site Mix -- Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (in.) (F) (F) (pcf) 12:00 247 5542085 4 -1/2" 64 47 Placement Area Footing Location Cell Tower footing in front of the parking lot. No grids were given. Remarks Concrete placed via chute and was consolidated by finish. Please refer to Field Report No. 49814. Inspector J. Pinkley Laboratory Data 050651 H 4X8 Remarks Results Reviewed By Reported Batch Data Design Actual Weights Weights Mix No. 651030 651030 Cem. lbs. 6110 F. Ash lbs. 318 "agg. lbs. 4665 314 "agg. lbs. 13560 C. agg. lbs. 3 Sand lbs. 13380 Water lbs. Air Ent. (oz) 50 50 Waterred(oz) 238 Other (oz) Other (oz) Other (oz) Water Added on Job (gals.) 11 Field Test Methods X ASTM C143 ASTM C138 X ASTM C1064 ASTM C173 X ASTM C31 X ASTM C172 OTHER ASTM C231 Design Strength 4,000 @ 28 days Date Specimens Rec'd. 4/26/2005 Cyl. Test Field Max. Comp. Tested Break Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 050651 4/28/2005 7 4X8 12.61 53000 4,200 1 TB N/A 050651 5/19/2005 28 4X8 1 050651 5/19/2005 28 4X8 1 Date Reviewed 1 Codes for Break Types: 1: Cone 2: Cone & Split Measurement Uncertainties: ASTM C -39 +/- 8% Form 03101 Revision 3 Effective Date 5!12/04 The information provided on this report rs prepared for the exclusive use of the client. This report may not be reproduced In any format without the wntten permission of the client and Krazan & Associates. Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other Test Results Conforming Non - Conforming 3: Cone & Shear 4: Shear 5: Columnar (Split) • N+.. T�'fYS'.:.U4r:1.UwL1.W.�AYtaus. Mal kr azan MAY 0 3 2005 COM114 GEOTECI - INICAL ENGINEERING • ENVIRONMENTAL ENGINEERING �Np CONSTRUCTION TESTING & INSPECTION April 27, 2005 KA No. 066 -05078 Permit No. D03 -237 Mr. Lauren Wibbelman NORTHWEST COMMERCIAL IMPROVEMENTS, INC. 12535 35 Avenue Southeast Everett, WA 98208 RE: Special Inspections Birch Crest Cell Tower Tukwila, Washington Dear Mr. Wibbelman, In accordance with your request and authorization, our firm performed special inspections for the above - referenced project. The inspections were performed by our inspectors on April 21, 2005. Copies of our inspector's field reports are attached. Unless otherwise indicated, the civil activities noted on the attached daily field reports were in accordance with the approved project plans and specifications. A guarantee that the contractor has necessarily constructed the structure in full accord with the plans and specifications is neither intended nor implied. If you have any questions or if we can be of further assistance, please do not hesitate to contact our office. Respectfully submitted, KRAZAN & ASSOCIATES, INC. rc Frank B. Adams Project Manager Auburn Division FBA\jc CC: CITY OF TUKWILA - & ASSOCIATES, INC. Offices Serving The Western United States 1501 — 15 Street NW Suite 106 • Auburn, Washington 98002 • (253) 939 -2500 • Fax: (253) 939 -2556 • 11SU7K drr azan & Associates, Inc. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: 2/ APf IL PROJECT #' C W Ls - p 5C- 55 PROJECT: •13irzc.i4 CRL_.S T C9.1/4.L TowcfL LOCATION: 40 2..0 S KRAZAN PROJECT MANAGER' w ,3 r Foci Oi3r /G,J U ARRIVAL_ Pier Imre/ K�A<24 ) tAisper, P /xM'i y a DA ,r) S , rx.rArtrW . !Aar J , it-L CI () .1j l J t r_4 e ( lri b ) Ntsnccror".. AM'P.."--,it/ -Sri) RA )J 0.c %) c 4A 2E) r =rw�r� i r 'T, f'��Y '� R:7(',7 8,710,..› ; r vet Qr3 i r ui-t .pLA m r��t�/� T'c7c�2Y� AA/Cr/OIL /D (_7 , , 1titTU ` T - * - t AP -1>x' 2 /a 1tC? , 1c-IA c okJ THA r 0.7A :3 PL r, =C . TU ViLFA ro/- ,41i/ r- ry = -RA rd" Tic Coi,CAe re 4ti0 Wei e n, rr• +r- KCAAT o , WAS ?c=Mr'v4-j CoticPc CLoSeV Cr4 vi lcfr -c b /CAA 771 R_ W'r /n f-3 exl_T'rn, "I'ha Co APPc =i4& 7T) BG (,U 4 PCY48L.e C()k)tif)()A)• PRo Pc - r Co 1c) L /C r , ', /f/F" V/ eS P r/ o A,/ i 1t,1 r14 TAwL (? FOLAVoa AS To 40.15e?hc`2 17 JS oi< ( U ; To the best of my knowledge, the above WAS NOT performed in accordance with the approved plans, specifications, and regulatory requirements. WA/= coa/f/4it/ p2 7S48 Superintendent /Representative: 215 West Dakota Ave., Clovis, CA 93612 2205 Coy Ave., Bakersfield, CA 93307 1025 Lone Palm Ave. #2E, Modesto, CA 95351 545 Parrott St., San Jose, CA 95112 5 : _.,; • 01 • Clellan CA 95652 (559) 348 -2200 (661) 837 -9200 (209) 572-2200 (408) 271 -2200 (916) 564-2200 CONTRACTOR: AI we JURISDICTION: T UKw,s L/ : PERMIT #: 1703 --23/ INSPECTOR: R/n, -rLr WEATHER: P.1 CLt.rra5 oN) :>/ rt To V it i U jR1.5 /)'-Foi (,, 7.5rca r CrnG l ,- .:r-oz CELL re) i rz Rvttcwt --Tl MPF PL1 ) ANC VERt FIGI? The ge.s^ri 14..› A P4f . 77— UPoAl MY AAP(W is, 'PP2oX • `(1r2,n3 O F J- C. , HqD 73Fr_I Pl•-r4c41, Pimp Tr.. ra 7 ) - r, , Ab7,1ri06/t?L C t- 0.242. iF 1.461'7 cr:,•rTT{ac -. ),VScQr V /F,CaroF OalfSVU /c - 7141 AcAce erA2r (yF %/f r' kcMA ti t /N 6 CC7,VCR iNYiI /( / -/ WAS' ENCol k1C - c 1 Rt=CoP.IN p/, -.& , Uec - 1C1 It) ANAErm fl-(t IsSe_• op 2 P�s�tR� c .(20 L.,r) Technician: 4221 Brickell St., Ontario, C 91761 1501 -15 St. NW Suite 106, Auburn, WA 98002 20714 Slate Hwy 305 NE Suite 3C, Poulsbo, WA 98370 19501.144* Ave. NE #F-300, Woodinville, WA 98072 FIELD REPORT NO: 4 972 9 • • • • TEMP: 64:c (909) 974-4400 (253) 939 -2500 (360) 598 -2126 (425) 485-5519 PETERSON JTREIILE _MARTINSON, INC. CONSULTING ENGINEERS Structural Report: Design of 45' -0" Antenna Support Pole 142n & 37 Apts. 4020/4030 S. 140 St. Tukwila, WA 98168 For: T- Mobile No. SE3559F SCL P.M. 230415 -3 -601 Pole# 324SW143 CORRECTION LT R# �- -- LSI Adapt Job #WA03 -9707 PSM Job #CO3129 February 10, 2004 820 JOAN STREET rsm@PSM-ENGINEERS.com SEATTLE, WASHINGTON 98109 - 5129 JAMES C.PETERSON STEVEN C. STREIILE RONALD E. MARTINSON February 10, 2004 EXPIRES 6/30/ RECEIVED CITY OE TI WWII A MAR 0 9 2004 PERMIT CENTER IrY5-Z37 PHONE 206 -622 -4580 FAx 206- 622 -0422 P ETERSON ...)TREHLE 1 'J ARTINSON, INC. CONSULTING ENGINEERS PSM Job No. CO3129 February 10, 2004 Subject: 142 & 37 Birchcrest Apts. 4020/4030 S. 140` St. Tukwila, WA 98168 45' -0" AGL Communications Antenna Support Pole References: NESC C2 -2002 Per the request of LSI ADaPT, Peterson Strehle Martinson, Inc has performed a structural analysis on a new pole to replace the existing wood pole at the above - mentioned site. The 45' -0" tall pole was designed for both medium wind loading and extreme wind loading conditions as indicated per NESC 2002, with an 85 mph basic wind speed as indicated in figure 250 -2 of the NESC 2002. All existing conduits and appurtenances were accounted for in the analysis along with the addition of the following new items: (3) 6' Long DR65 19 02 - DPQ Antennas with RAD center at 42' - 0" (3) LNA's below antennas The analysis assumes all existing conductors and appurtenances shall be reattached to the new pole at the heights locations, and distances of the connections to the existing pole. The analysis determined a 16" diameter x'' h" thick steel pole to be adequate to withstand the loads associated with the new items stated above. The pole was stressed to 85% of its capacity. Summary of Loads is as follows: Pole Reactions: Axial: P= 6200 lbs Shear: V= 6400 lbs Overturning Moment: OTM= 14,500 lb -ft % stress: Pole = 86 % <l00 %, O.K. For any additional items attached to the pole, this analysis becomes invalid. In such a case, a separate, supplemental structural analysis will be necessary. Please feel free to call with any questions or comments. Sincerely, Peterson Strehle Martinson, Inc. Steven C. Strehle, P.E., S.E. Attachments: 1. Calculation of pole analysis 2. Miscellaneous information 820 JOHN STREET PsM @PSM- ENGINEERS.cOM SEATTLE, WASHINGTON 98 1 09 JAMES C.PETERSON STEVEN C.STREHLE RONALD E. MARTINSON PHONE 206 - 622 -4580 FAX 206 -622 -0422 �lu✓.�,ra`'<.ifL.. L s' x�i z� « amyi73faW.!tii m u; I .:•u.Yi:.izvuY.::yH:s, Yi�u. »Xi.�SLt:ti rr ETERSON t IARTINSON, ARTINSON, INC. CONSULTING ENGINEERS 820 JOHN STREET, SEATTLE, WASHINGTON 98109 Orrice (206) 622 -4580 / FAx (206) 622 -0422 F E XksT 1 N Cam, 1tirt 1 Pc7LE TYCO Pa--e (WV-7r)) 15 AVE SPAJ Ec.ADmAV (1) ) k 2 r AS SPAt3(&' 9.0 , T =' s S,G,tT{ To Pot -E. 2, PGA-4 • (3 ) LA GJ 4p I Ay CifL `L—� C.-1.\ .� FA C,cMS. - CM c - S - asse-nmc2_, 1 / 4 " - 1 MS - 7 V. _GfS5u #76 AW61 ` /$ >.'Z5 JOB. COS 1 7) ] -- DATE' 219 / t BY: Y7 SUBJECT: T= h-1OP✓ll --E 5 355 C LALY3 ' G 4c A5 AA A2 Al X L Z12A1JSU � (A .,tMUt -l.\) o 3d' 2C 1 31 ' 60 I I (-v, Pvu.5 5 Ecu 1, 3 ot\ rY SPA GV f1. r I1 Ft eat. o PC) C cAN rte- . • _PETERSON )TREHLE 1ARTINSON, INC. CONSULTING ENGINEERS 820 JOHN STREET, SEATTLE, WASHINGTON 98109 OFFICE (206) 622 -4580 / FAX (206) 622 -0422 , S lat. no\c : YID c01.)un 5`'V �1` USCG 10v c vn cJ u Aor 5?c,vi Can .(V. cor eSIcyl p NESG OO A AG SLC.oi)OA'P1Y cv e-r.v. cles.c3r1 ' ( 2 sue. SAP Igo - VID =IOU' A S PAN G7' _5Aos�L , �= Y:Icpo' '""'lGmmelV a e,61y, 1tn5l° A'- L4 c, N r ctes i v1't;rr G(,vw t�1Ps AS F /o ( 3)o1� 5. IcI -03 A01-. - 1 MA'S Dr, (p" "1 P 10Z' - des \c 3 /S' µM I /ti " m2:3 s a- Ho %1 Ij2 , • S ZZAWCi + /4 " r-c1✓ss- 711.3 -' ST L ?Ot:c DEW 01-.) Gr.) PtT) 2,0( 52 o2 LOADS • L{ Ps-V (rnvd,ury,) i\\ 1 ` /y" e, 5.0 G on 01 u) %Y cA O Pr ?. Pu , c = 1 , V CT&L - 1 4) .. = I, 5V4 2,5vJ +.I(6T (250 B >. t. ov 11,0 Wi` -4 1.0T (2,50 c V = ver- *ICCnt J� �ch•,d T ` JOB• GO31 FA. DATE e:1 F � DATE BY: Rn SUBJECT: 1 r-MCI s 35 ;•i 4a- A3 AZ. I(0I`0 PoL:E }(3(4 -- - y ( ro? of POLE .- yzr 1 CrR — 49 -- CL.0).) I ) 3 z1 ' Zvi cg6L Ic rEL... c:Y to L 1,p c7F is-IAIN {PO Scw*3 SPA)) cave 'CLA Ca N j FA. rI PETERSON JTREHLE , IARTINSON, INC. CONSULTING ENGINEERS 820 JOHN STREET, SEATTLE, WASHINGTON 98109 OFFICE (206) 622 -4580 / FAX (206) 622 -0422 v1� 5o'm4� I Co ,V zL PI PG 1 1g_1 _.._.._.. = . I n S = 41,c\ 581Y, T - 33 3. (9 CO ,V, LI r = .SCact 25OG ?0 `tu(1, , i 0 (Ss_ VCIay. 15 /?2U`] oct '0 596, x 33 I /-r -o3 o.lO `l h� G fi F ` I 1 2,1 E5 gs - O. `1 kv )\) q H 2.b1(0.0 , h... )zfq.5 ti 90b z O. (Vmo,) G R F • L.cc V=clu, = ca. ) :. kL- /r - 2X3 2/13ms ;1�3 �( F-- , 3G) 3c 3 k-5 ' . r 3 aks' rb 4 - o.BD 0,0 Z 1(9 "i 1 4 n 35` 4 -1$,.175 sc 12. yrsi' �2.5 orM = F x 35'/2, -IUV 0 26U • �' W ( r< 43' - 2`1 _ - A = 1(9712, )( 35' . Cp :] S F I & ( Rv 0 = /4 ' a I T l � J c I3, w G A O 11 5 IC.,3‘-15 132 - 1" JOB. CU C -- DATE: ZI6 / BY: O SUBJECT: 1/4 4.1 a A" 1 - we S W P IPE G yc,0 - gat P l ( wcug( (12a2 ) zei r I c 25P g: 2'W p)p1f;.4 4`L' 2,c143Z " 3202 F 'Qr (cd- 1.0)x(v2o 1,o =cieSy o r m 3VZ 1(0 2u 6 ' W ' 3200 t 30v0* : Co2(201 I F 561 o (0- -- 13 a 01 ro Bpi crc). = 1 cl2.1-1 Z =7 �b - M/s < 3a, (P36 0.(40 =Z3 �b= /5 6 = ( F)(3�17,3 E. E. P 2,,5" M1 PA = cA P U 2,5 1c°,\ tee, 1G)"9 A = &4.3411 S t ,y�11r' 1 53 . y` iI ((^^ 3 b . I 0 Ii " tit c.-'- I ") 31 ci% (Q,„ r: S, cd ... �...._r „�...., �. �..- ,_...a...w.a...vxw ic.:..e w:.11 ! ::Y,e,a». P,,Fai .hy'i!' zJ�4 `.u�::ihµf`:ss:G ?tr iVddfs ;w t PETERSON :..')TREHLE !ARTINSON, INC. CONSULTING ENGINEERS 820 JOHN STREET, SEATTLE, WASHINGTON 98109 OPPICE (206) 622-4580 / FAX (206) 622-0422 eks / A.B. Des1(,. k) P G OT v1: CA - 91-11co 'V= C, 1 ; 1 _ Or NA As )recc 0.(1, (u)(i%TS loc.) • jog. C.061 2-c\---*Z.- BY: lb') SUBJECT: 42 . .. se..) • 5. A . S . Co '- c.>" TAL,A tCa CO -11,6 , \-eAns\ . • .M +ry ...•• 4b - • - • .1W71.4'.. L‘`. o °el\ • • 2; . • Sx r5 2.2Yk b. Y3C2 k)S- (L i) 81/ F C 5 A g 2ve obis& AS rE_ 20" P tc l(c."(PPI PO DIACI 1 -2- 4 -t" min 2-9 ) ( -71) oi s&e.Ase 1),) m v v A A6 90 29 C 4'2 ACSR•Sperrow 200 N Y SERVICE TAPS 90 29 C Sere. 1/0 Triplex 250' max span 100 N N 0 29 C Sent. 1/0 Triplex 250' max span 100 Y Y 90 29 C 200 V Y 90 29 C 200 Y Y 90 29 C 200 Y Y ANTENNA 90 42 Pn i i u u Z Z O Vertical Load Cond. Cond. Tension Cond. Tension Level Description Azimuth Height Eccen0icity Type Conductor /Appurtenance Span AppurL Wind Appurl. Wind (degrees) (f0 (0) (C or A) (ft) LONG: (V or N) TRANS: (V or N) 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o 0 00 r 0 0 0 0 0 0 0 0 r. r r. y y N f, � Cond. Cond. Cond. Cond. Diem. WD. Ice Wt. Max Tans. (In) ton (df) (lbs) 000000000000§0000000000000000000080000000000000000000000 0 0 0 0 0 0 2 0 0 0 0 0 > > 0 0 0 0 0 0 0 0 0 0 0 0 0 A 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Appurl AppurL Wt. Al.. ' (A•Cd) fibs) (11 "2) : m m m m m m C C m P m m m m 1 17.1 0,0 0.0 231.9 0.0 18.3 17.9 0.0 0.0 149.0 0.0 37.3 17.9 149.6 0.0 0.0 880.0 37.3 17.1 0.0 0.0 0.0 0.0 0.0 17,1 0.0 0.0 0.0 0.0 0.0 17.1 0.0 0.0 0.0 0.0 0.0 OUMS 1 149.8 1 0.0 1 381.6 1 880.0 1 92.9 O m 0 m m 0 m C C C C m m m o m O C C 0 m m m m 0 C C o P 0 m 0 a m Wind Wind Tension Wind Tension Vertical Force (Long) (Long) (Tram,) (Trsnay.) (MO (IM) (IM) (lbe) (Ibs) (lbs) aZaargat (0(0(0(0(0(0(0(0 CC C C C C C C iiiiiiii Pmf/Immmmm o-- a -r8u0oo om.m ..00b 00o00000 00000000 S m aazi 00r.- Nmao O O m 0 0 0 0 00- o00bb O b p O 0 O o O O a c i O • 8.13 Su 0 2 a 0ooNp0 =o i as 8 3 3 a 2 a 0 :7 1 S % $i NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. i ; Force (Long) (Long) (Tranay.) (Tranay.) (pen ((be) libel ((bel ((be) ((be) i 0^ 0 0 0 0 0 G^ C C O G O O O O O O O O G G G C G G G O p 0 0 0 0 0 Omoo 0 0 0 0 0 C G G O C C 0 0 0 0 0 0 0 O a o o a G O O O O O O O : N 0 0 0 0 0 A^ G G C a G' O O O O O O O C C G G C O O m 0 0 0 0 0 0 0 0 0 0 0 0 0 i C G C G O C 0 0 0 0 0 0 0 G o G o G a O j 0 0 0 0 0 0 0 :j H 0 0 0 0 O 0 G C 0 0 0 O O O O O O O C C O U O G C O p 0 0 0 0 0 0000 0 0 0 0 0 0 0 O O C G G G G 0 0 0 0 0 0 0 O o G a G a G 2 0 0 0 0 0 0 0 H O O 0 0 0 0 0 m O C a G O O O O O O O O G G G G G G C 0 . 0 0 0 0 0 gO0000g 0 0 0 0 0 0 G G C O G G 0. 0 0 0 0 0 G g O O C G O 2 0 0 0 0 0 0 0 O tl O 0 0 0 0 m m C a G 0 O O O G O O O O O G G U G G 0 . 0 0 0 0 0 „OOOOO2xE000oamO0000S000000 0 0 0 0 0 0 0 G G G G O C C 0 0 0 0 0 0 g C 2 O C G O ? 0 0 0 0 0 0 0 ' N O O o O O A N g g a G O O C O O O O O O m O O m O 0 0 p R 0 o o 0 0 0 0 0 0 0 0 G C G C O G O o 0 O 0 0 0 G O S O O C 0 0 0 0 0 0 O 0 b O o O O o o a O C O O C G o O o O O O O O b 0 0 0 0 0 O 0 f O 0 0 0 0 o 0 0 0 0 0 0 0 O G C C G G C 0 0 0 0 o o 0 b m C a 0 0 0 v0 0 0 00 j 0 O O O O O o o rj 0 0 0 0 0 0 O O O O O O O 0 0 0 0 0 0 0 P 0 0 0 0 0 0 0 0 0 0 0 0 0 G G G O O C C P o o 0 o 0 0 tly O G G O O G 2 0 0 0 0 0 0 0 • (ua) (eqO (PO.Y) .eezl 7M 0 0 0 a 0 0 0 a e 00000000000000000000$ 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0^ O O O O O 00000000000000 O o 0 0 0 0 0 0 0 0 0 0 0 0 o 00000mo 0 H 0 0 0 0 0 00000000000 0 0 0 0 0 0 0 1 I 1 I 1 I MM. Wt. ICI WI Max TIN. (In) (plf) (Pin ((be)__ 8 o 000000 a O 0 0 0 0 0 ri o n O O O o o Cl O i O O O O O 0 00000 0 0 0 00 0000000 0 O 0 0 0 0 0 O O O 0 0 0 0 t�d O O O O O o 0 0 0 O 0 0 0 0 0 0 : 0 0 0 0 0 O 0 m O 0 0 0 0 000000000Enoo0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 elm O 1 0 0 0 000 nn c0 0 0 0 0 0 0 0R80 0 §; 00000g. a7 m 0 o 0 0 0 00 00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ..a w«.1,.1.1 r.anteut nerym cccenmcny type lAWYOIorI/I (degrees) (0) (0) (C or A) (11) LONG: (Y or N) TRANS: (V or N) a > >y »> >Z >yyY> 888888 N Cl a 8 F I 'A U 0000000 0000000000000000000000000000 ----- O g 8888888888888888Sm8888888888 g,71 W~ O j .. y »>-» Z » »> 888888 . o Is F i' _ 0 0 0 0 0 0 O 8 8 N 0 0 0 N N N 0 ¢ m W O j y » »> Zyy »a 880880 F Is y O 000000 N N N N N N N 0 K o W LL O y >aa» » >a» 888 m n g Y Z < 0 0 0 0 0 tl tl tl tl tl tl tl N N N N l V N N = W N ; SPAN GUY 90 28.5 AS 90 20.5 C 5/10'SPAN GUY (CO3129) 200 N N 0 28.5 C 5/16•SPAN GUY (CO3129) 200 V Y 90 26.5 C 200 Y Y 90 26.5 C 200 Y Y 90 26.5 C 200 Y Y ' 90 26.5 C 200 Y V SECONDARY 90 29 AS 90 29 C #2 ACSR•Sperrow 200 N Y SERVICE TAPS 90 29 C Sere. 1/O Triplex 250' max span 100 N N 0 29 C Serv. 1/0 Triplex 250' max span 100 Y Y 90 29 C 200 Y Y 90 29 C 200 V Y 90 29 C 200 V V ANTENNA 90 42 A7 90 42 A (3)81(1'Panel Ant .Chain MounNmt. Pip 200 Y Y 90 42 C 200 Y Y 90 42 C 200 Y Y 90 42 C 200 Y Y 90 42 C 200 Y Y 00 42 C 200 V V >aaaa> » »» °00000 RUM 000000 0 0 0 0 0 0 0 2222222 8888888 '1N3Wf1000 3H1 JO Ail1VfO 3H1 01 3n SI ll 30I10N SIHI NHHl ?IV3l0 SST! SI 31 SIHI NI 1N31/V11000 3H1 AI :30110N O N f N p O " W O O o n m 2 m o V 0 0 O O O O O G 0 0 0 0 0 0 0. 0 0 ) - 00 0. - .0 oa0o�'Sa t7tl o 0 0 0 0 0 0 0 0 C G C G G O G O 0000 `000 N IA U) 0 W 0 A0 40 22222222 J 0) 7 J 7 7 0 0 0 0 0 W 0 w 0 0 LOADING SCHEDULE NESC LOAD CASE 250B (15' IN TIAL, 4 PSF WIND, 1/4' ICE) 1. 250B: W999•DESIGN Tension (Transv.) (Ibs) STRENGTH FACTOR =0.65 Al A2 A3 A4 A5 A6 A7 A8 V T L 0 0 0 0 0 0 0 0 (Ibs) (Ibs) (Ibs) Al 1061 474 A2 263 262 0 AS 273 277 0 A4 120 75 7 A5 203 2857 1 A6 308 1713 1 5 A7 975 220 0 AS 0 0 0 2. 250B: WOOD DESIGN "' 250B: Wood LEVEL: STRENGTH FACTOR =0. 1.00 V T L 1.00 (Ibs) (Ibs) (Ibs) Al 424 0 A2 105 105 0 A3 109 111 0 A4 30 30 A5 1 1143 54 A6 123 685 50 0 0 0 0 1089 581 0 0 390 88 88 A8 0 0 0 3. 250B: GUY DESIGN STRENGTH FACTOR= 0.90 V T L 1.65 (Ibs) (Ibs) (Ibs) 1.65 1061 4 0 SF 263 262 0 Tension (Long) (ibs) 273 277 0 Tension (Transv.) (Ibs) 75 75 k22■2■a■ 03 2857 134 0 0 0 75 134 125 220 0 308 1713 125 474 262 277 75 134 261 220 0 975 220 220 1061 263 273 120 203 308 975 0 0 0 0 4. DEFLECTION LOADING STRENGTH FACTOR =1 250B: Wood LEVEL: V T L 1.00 (Ibs) (Ibs) (Ibs) i I a22J2■� 707 0 0 175 105 0 182 111 0 8 30 30 5 1704 54 205 984 50 650 88 88 0 0 0 Input From Level 2500 Loads: Wind (Long) (Ibs) Tension (Long) (Ibs) Wind (Transv.) (Ibs) Tension (Transv.) (Ibs) Vertical (Ibs) Al A2 A3 A4 A5 A6 A7 A8 0 0 0 30 54 50 88 0 0 0 0 0 0 0 0 0 190 105 111 30 54 104 88 0 0 0 0 0 1650 880 0 0 707 175 182 80 135 205 650 0 j.oad Cased OVERLOAD FACTORS x LOADS 250B:Waod- LEVEL: 0.65 2.50 1.65 2.50 1.65 1.50 SF Wind (Long) (Ibs) Tension (Long) (Ibs) Wind (Transv.) (Ibs) Tension (Transv.) (Ibs) Vertical (Ibs) kk2 ".1rc 0 0 0 75 134 125 220 0 0 0 0 0 0 0 0 0 474 262 277 75 134 261 220 0 0 0 0 0 2723 1452 0 0 1061 263 273 120 203 308 975 0 j.oad Case: OVERLOAD FACTORS x LOADS 250B: Wood LEVEL: 0.26 1.00 0.66 1.00 0.66 0.60 SF Wind (Long) (Ibs) Tension (Long) (Ibs) Wind (Transv.) (Ibs) Tension ( Transv.) (Ibs) Vertical (Ibs) kN ID ID I ■ 0 0 0 30 54 50 88 0 0 0 0 0 0 0 0 0 190 105 111 30 54 104 88 0 0 0 0 0 1089 581 0 0 424 105 109 48 81 123 390 0 L oad Case: OVERLOAD FACTORS x LOADS 250C: Guys LEVEL: 0.90 250 1.65 2.50 1.65 1.50 SF Wind (Long) (Ibs) Tension (Long) (ibs) Wind (Transv.) (Ibs) Tension (Transv.) (Ibs) Vertical (Ibs) k22■2■a■ 0 0 0 75 134 125 220 0 0 0 0 0 0 0 0 0 474 262 277 75 134 261 220 0 0 0 0 0 2723 1452 0 0 1061 263 273 120 203 308 975 0 Load Case: OVERLOAD FACTORS x LOADS 250B: Wood LEVEL: 1.00 1.00 1.00 1.00 1.00 1.00 SF Wind (Long) (Ibs) Tension (Long) (Ibs) Wind (Transv.) (Ibs) Tension (Transv.) (Ibs) Vertical (ibs) �22J#■a■ 0 0 0 30 54 50 88 0 0 0 0 0 0 0 0 0 190 105 111 30 54 104 88 0 0 0 0 0 1650 880 0 0 707 175 182 80 135 205 650 0 PETERSON STREIILE MARTINSON, INC. JOB: CO3129 BRICHCRESTISCL CONSULTING ENGINEERS DATE: Feb 09, 04 820 John Street, Seattle, Washington 98109 SUBJECT: OFFICE (206) 622.4SE0 / FAX (206) 622-0422 BY: RD WIND PRESSURE ON GL -POLE x OLF x SHAPE FACTOR (GIB POLES) 1. 2508 WOOD DESIGN = 4PSF x 2.5 x 1.6 = 16 psf 2. 250B WOOD DESIGN = 4PSF x 1.0 x 1.6 = 6.4 psf 3. 250B GUY DESIGN = 4PSF x 2.5 x 1.6 = 16 psf 4. DEFLECTION LOADING= 4PSF x 1.0 x 1.6 = 6.4 psf note: for Wood pole design only one of the two wood pole designs is required. Option 2 reccommended for wood pole nonlinear analysis by PLS POLE V= Vertical (gravity) loads T= Transverse loads 1= Longitudinal loads slz.e.t� V 32,03 z1 i 5s - i " V •n. , a- unwrn:yi 1 :N^W R:�.r ', v.�.w..vama:9W Input From 250C Loads: Level Wind (Long) (Ibs) Tension (Long) (Ibs) Wind (Transv.) (Ibs) Tension (Transv.) (Ibs) Vertical (Ibs) Al 0 0 759 0 546 (Ibs) (Ibs) (Ibs) A2 0 0 422 0 93 422 A3 0 0 449 0 95 80 A4 132 0 132 0 80 A5 86 0 86 1650 68 4 6 A6 150 0 381 880 93 A7 416 0 416 0 650 (Ibs) (Ibs) (Ibs) A8 0 0 0 0 0 Load Cue: A3 OVERLOAD FACTORS x LOADS A4 250C:Weee1- 0.75 1.00 1.00 1.00 1.00 1.00 LEVEL: SF Wind Tension Wind Tension Vertical (Long) (Long) (Transv.) (Transv.) (Ibs) (Ibs) (Ibs) (Ibs) (Ibs) Al 0 0 759 0 546 A2 0 0 422 0 93 A3 0 0 449 0 95 A4 132 0 132 0 80 AS 86 0 86 1650 66 A6 150 0 381 880 93 A7 416 0 416 0 650 A8 0 0 0 0 0 Load Case: OVERLOAD FACTORS x LOADS 250C: Guys 0.90 1.00 1.00 1.00 1.00 1.00 LEVEL: SF Wind Tension Wind Tension Vertical (Long) (Long) (Transv.) (Transv.) (Ibs) (Ibs) (Ibs) (Ibs) (Ibs) Al 0 0 759 0 546 A2 0 0 422 0 93 A3 0 0 449 0 95 A4 132 0 132 0 80 AS 86 0 86 1650 66 A6 150 0 381 880 93 A7 416 0 416 0 650 A8 0 0 0 0 0 LOADING SCHEDULE NESC LOAD CASE 250C: EXTREME (60' INITIAL, 20 PSF WIND + / -, NO ICE) 5. 250C: W898-9ESIGN ' STRENGTH FACTOR =0.75 V T L (Ibs) (Ibs) (Ibs) a� a ¢ 546 n 93 422 0 95 449. 0 80 132 13 66 1736 8 93 1261 1 650 416 4 6 0 0 0 6. 250C: GUY DESIGN f STRENGTH FACTOR =0.• V T (Ibs) (Ibs) (Ibs) Al 546 0 A2 93 422 0 A3 95 449 0 A4 8s 132 132 AS .6 1736 86 A6 93 1261 150 650 416 416 A8 0 0 0 PETERSON STREIILE MARTINSON, INC. CONSULTING ENGINEERS 820 John Street, Seattle, Washington 98109 OFFICE (206) 622.45e0 I FAX (206) 622 -0422 WIND PRESSURE ON GL -POLE x OLF x SHAPE FACTOR 5.. 250C WOOD DESIGN = 20PSF x 1.0 x 1.6 = 32 psf 6.. 250C GUY DESIGN = 2OPSF x 1.0 x 1.6 = 32 psf JOB: CO3129 BRICHCREST /SCL DATE: Feb 09, 04 SUBJECT: BY: RD V= Vertical (gravity) loads T= Transverse loads L= Longitudinal loads 2\6 .1(0 . s 1175n54 1. 250B: WOOD DESIGN STRENGTH FACTOR =0.65 V T L (Ibs) (Ibs) (Ibs) Al 1061 474 0 A2 263 262 0 A3 273 277 0 A4 120 75 0 A5 203 2857 0 A6 308 1713 0 A7 975 220 0 SUMS 3203 5877 0 5. I 250C: WOOD DESIGN STRENGTH FACTOR =0.75 V T L (Ibs) (Ibs) (Ibs) Al 546 759 0 A2 93 422 0 A3 95 449 0 A4 80 132 0 A5 66 1736 0 A6 93 1261 0 A7 650 416 0 SUMS 1623 5175 0 PETERSON STREHLE MARTINSON, INC. CONSULTING ENGINEERS 820 John Street, Seattle, Washington 98109 OFFICE (206) 622 -4580 / FAX (206) 622 -0422 h Txh =Mom. (ft) (lb-ft) 19.0 20.0 21.0 22.0 23.0 24.0 25.0 h Txh =Mom. (ft) (lb-ft) 19.0 20.0 21.0 22.0 23.0 24.0 25.0 JOB: CO3129 BIRCHCREST /SCL DATE: Feb 09, 04 SUBJECT: BY: RD 9008.9 5230.0 5806.5 1650.0 65707.2 41112.0 5500.0 134014.5 14419.4 8435.1 9433.1 2911.4 39923.1 30274.9 10394.8 115791.9 PETERSON STREIILE MARTINSON, INC. Consulting Engineers 820 John Stmet Seattle, Washington 98109 Office (206) 622 -4580 / Fax (206) 622 -0422 Start Input Data: Table18 -I-A- ALLOWABLE FOUNDATION AND LATERAL PRESSURE Allowable Lateral Brg Class of Materials Foundation Depth Lateral Sliiding Pressure below N.G Resistance (psf) (psi/ft depth) Coefficient (psf) "q all" "putt 1. Massive Crystalline bedrock 4000 1200 0.7 2. Sedimentary and foliated rock 2000 400 0.35 3. Sandy Gravel and / or gravel GW & GP 2000 200 0.35 4. Sandy, silty, clayey sand, silty gravel 1500 150 and clayey gravel (SW,SP,SM,SC,GM,GC) 5. Clay, sandy clay,silty clay and clayey 1000 100 0.25 130 silt (CL,ML,MH and CH) Applied Lateral force P Allowable lateral soil- bearing pressure p Diameter of round post b Dist from ground surface to point "P" h Trial depth, "d" "d" Top soil layer discarded y Computations As per UBC 1997 Section 1806.8.21 Nonconstrained a = "d13 4 ft S = p "d" l 3 1600 psf A = (2.34 P) i (S b) 2.340 d = (A/2) [1 + (1+ (4.36 x h' / A)) ^ ° '') UBC (6 - 1) 9.187 ft use L= Maximum Moment in Pier y "= distance to pivot point M= maximum moment in Pier 6400 400 4.00 22.66 12.0 2.0 lbs psf / ft ft ft ft - but not greater than 12ft ft 12 ft 2 ft 166357.33 lb-ft 166.4 kip ft Recommended steel reinforcement Concrete Pier Computations A = n b / 4 1809.56 in' Use 1/2% of steel reinforcenment 0.005 A, = 0.005 A 9.05 in "2 try # 10 bars As= 1.23 in "2 by total of 8 bars As= 9.82 in ^2 Cubic yards of Concrete (including height above grade): (Minimum embedment) Volume = (1 /4)nb +1) / 27 6.1 yd' Pier Rigidity E= Modulus of Elasiticity= we "1.5 x(33(SQRT(fc)) 3644147 psi wc= 145 pcf fc= 4000 psi 1= Moment of Inertia =PlQxb ^4/64 260576 in"4 nh= constant of horizontal subgrade reaction ` 701 pci T= (EI /nh)^0.2 106.3 in L/T =I 1.351LiT <2,Passive Pressure Method O.K. Itop of soil • t • • i • b P JOB: CO3129 BIRCIICREST DATE Feb 10, 2004 BY rd SUBJECT Foundation Design Per UBC 97 U44- 4 1'56 4 12' Frc-s, linrODROS TO $1:NO !ELL PROPERTV T.! CORRESPONPENLe .. • •• WARFILD 77. 4' • Name as ,no. 1:. • Strcut ' < IIIII. III PLE4E rnik OR PRINT REAL ESTATE EXCISE TAX AFFIDAVIT PLEASR SEE REVERSS,, CHAPTER 82.45 RCW - CHAPTER 458-61 WAC .• .• Fier Use at County Treourer's Office .. .. i eve Purim ..../o. 84•0001I1 frn- Reposing Transfers ot Controlling Interest of Entity Ownership to the Depanment of Rownuel , .• 0 ,• 0 e Tins AFFIDAVIT WILL NOT BE Acceirr En UNLESS ALL AREAS I-7 ARE FULLY COMPLETED • 1 1 ROEEW L WARFIELD . any.: 1 = ; Casperk St • z Edmonas, WA: 98020 •• .. .• :: ..... ",'.. •` '.. Ciiy • •• • .. .. • ,. , in LEGAL DESCRIPTION 00. PROPERTYINATEIttigi I UNIlICORFORATED COUNTY fl OR IN CITY OF .... .., .. Str.Nr. Addros (i( property is imii;ayett): 4p30 - , 490 k140t.til, TukWilla, WA 98188 , e ..c. :, .:,•. .. . .. •• • :......ii ...:: :.• s . . .• Lots 13, 14, 15, 1;8, ilf:1 1.7 inAllOck p of Robbins Vie v Tracts Addition to Riverton, as per Plat' reccirdeci itY Vopx,'"1:7''of Plats.=',..'page 90, Records of . r i : .:' King County, WA. . / ., , , •:. 13 Is this propcny correnity. Classified or designated,q trt Chapter 84.3'3 RCW Cassilied as ettrrent uc lanktopcn .s farn, :—• atti k agriculturai. or iiinburr Chapter 84.34 RCW Exempt from propctiy a nonprofit organiation? Chapfer 84,11k.ftC:W Seller's Exempt/Reg. — _ — Roceiving speell valuation a!histoi.its: : property. Chapter 84.26 12C Proucrty Type: lAnd..1Thly I r. land with tw. h.t Xcland with pft: used •Aith ht:tne limber (14 .:• buifAinp, oel; .• Principal + .;:* timber •••: tut i1 e' 1 ■ Ho/ 84 oon14,SAG-96i -9131 • (3) OWNER(S) SIGNATURE YE Nt.) o: (21 Nori OF CONIPLIANCE (Chapter R4.26 vox': 111 ceM FOR TREASURER'S USE ONLY E1495323 07/12/96 NWT L WARFIELD, AS TRUSTEE OF THE ROBERTi L WARFIELD LIVING TRUST, UAD 12.27.89 Same as no. 1 Street City/State/Zip ALL TAX PARCEL NUMBERS 736060-0475-02= 736060-0465-04 This form is your rcceitif then stamped by caShicr. IINTY. tn.ftsty.. sti.1) LF • vv.: v.x •'-• ' ..':....::•:::■::.•'.l'':::•;.:::'''• '': .l."-•;•::4•::`• ::•*:•" , A .. . ...771 '' , , ! ' . 1 .: : .■ : j1 . /4 :: Deseriptitiiisur gingl¢le personal property if included in salt tine:tit ur.. efe.) ' • • g'NONE It 'exemtkiion efaInteti, list WAC nurfiber,iand.:lexplanation. WAC Explanation • .• • .• . Type of Document Qt' C.V.ATM DP.T.3) • . Date o( Document 0 5'4 Gruen Sale Price r her ot •••• Personal Property' (deduct) " -..• •••"'..• ryricli OF CON' lNLANI:::1:. %).• Taxable Sale Price S 'Excise las:: sitate S '• •h.• now met en : 1 . • ill: • • ;IN' 14 .' lf ...it,. • :.:1.t•••:. Intert-rt: State • .1.•,,,;:leat.or, or . • Local ION t. ?.:.•. •.: • ta..t )•s• :he .'• • State "Ate •o'ar.N (mas( .!, b•im•ra..1 ..•••,. :;1••••• Total DIP: 1; • zlitcyl:cation rt••?. • • • .FIREWE IS $2,:iii:FET FOR PROCFSSI■i; 1-0101 if N;) rA I:macs ttu no.:CNS.IEIty mom th... •; •1 . ? I's • . .* ••• .!:sigo,L;ori. 11 no loop: oc AFF111Av alif.es. ,t taxes appiico rr It • • ; certify.under penalty q t. perjury under the laws of the stdte dr Th:s •:." duo, :: does not quality tor coot:await% Washington that; theferOding is true and correct (See back of . ,. . . ... . .. .. VI. ! , S,gnature of " .''''''t• DEPt:TY At;SC-sSott t .?: "1,0rat,ito Nadi!: (print) :: • ate'R B.RnTKERS ... if Mono owner' .l of property with special valuation EIS hir,...rit proper%) Wiill li) continue this ipeciat valuation the new owner(s):tr.;,. s;un Mow. Date 8.E."Plae6 of Signing ax . st41 7..0 �. I:* the new owner(s) do not desire to continue such special .aluat,on. al: . :. aelaitional t calculated pursuant to Chapter 84.26 RCW. shall r.i iil■C Signature of .' and tniyable by the seller or transfer me or at thc ti of sale Cruntee Ai& ... . Name (print) ..,..... :: J.;;.R.,812gIlfERS ,,, ........ - • .;.EVERE'it• WA :17.1 .96:: Date & Place of Signing .% •• • • 6 .• : Perjury: Perjury is a class C felony which is punishable by imprisonment in a state correctional inslittition.for A•maxinium. terify of nut more than five years, or by a fine in an amount fixed by the court of not more than five thousand dollars ($5,00000), or by both imprOonmeW and fine (RCW 9A.20.020 (1C)). COUNT* TREASURER .00 - 04 N , • QUi,',', , A 14 4 •W!.• 1 1: WO SEATTLE CITY LIGHT Real Estate Services (KT 3012) 700 5 t Ave PO Box 30423 Seattle, WA 98124 -4023 EASEMENT (Overhead and Uil rgpund) P.M. #230415 -3 -017; CF# 0\ , King County Assessor's No. 736060 - 0465 -04 and 736060- 0475 -02 THIS INDENTURE, made this 2 d day of p r a 1 2004, between JAMES K. LEE AND MIMI D. LEE, husband and wife, hereinafter called the Grantors; and the CITY OF SEATTLE, a municipal corporation, hereinafter called the Grantee; WITNESSETH: That the Grantors, for and in consideration of the sum of One Dollar (1.00) and other valuable considerations, receipt of which is hereby acknowledged, hereby conveys and grants to the Grantee, its successors and assigns, the right, privilege and authority to install, construct, erect, alter, improve, repair, energize, operate and maintain overhead and underground electric distribution facilities at depths not exceeding 15 feet, which consist of poles with braces, guys and anchors, crossarms, transformers, ducts, vaults, manholes, cabinets, containers, conduits, wires and other necessary or convenient appurtenances to make said underground and overhead installations an integrated electric system. All such electric system is to be located across, over, upon and under the following described lands and premises situated in the County of King, State of Washington, to wit: z w 6 U 00 co 0 co (/) w U- Q The South 10.00 feet of Lots 13 through 17, Block 7, Robbins View Tract Addition to = Riverton, according to the plat thereof recorded in Volume 17 of Plats, page•90, records of Z Wm King County, Washington. 1— O z LEGAL DESCRIPTION BY Greg Aramaki U 0 CHK 0 H w W Together with the right at all times to the Grantee, its successors and assigns, of ingress to and egress from said lands across adjacent lands of the Grantors for the purpose of installing, " - - p constructing, reconstructing, repairing, renewing, altering, changing, patrolling, energizing and ui operating said electric system, and the right at any time to remove all or any part of said electric v —. system from said lands. o Also the right to the Grantee, its successors and assigns, at all times to cut and trim brush, trees or other plants standing or growing upon said lands which, in the opinion of the Grantee, interfere with the maintenance or operation of the system, or constitute a menace or danger to said electric and communication system. The Grantors, their heirs, executors, administrators; successors and assigns, hereby covenant and agree that no structure or fire hazards will be erected or permitted within the above described easement area without prior written approval from the Grantee, its successors or assigns; that no digging will be done or permitted within the easement area which will in any manner disturb the facilities or their solidity or unearth any portion thereof; and that no blasting or discharge of any explosives will be permitted within fifty (50) feet of said lines and appurtenances. The City of Seattle is to be responsible, as provided by law, for any damages to the Grantors through its negligence in the construction, maintenance and operation of said electric system across, over, upon and under the property of said Grantors. CITY H A .1. t , { Page 1 of 2 PERMIT CENTER i7e.5( Z4s12t 1 73/ CORREWION %D03-Z37 • 1 .. •1 .% , Y The rights, title, privileges and authority hereby granted shall continue and be in force until such time as the Grantee, its successors and assigns shall permanently remove all said electric system from said lands or shall permanently abandon said electric system, at which time all such rights, title, privileges and authority hereby granted shall terminate, written. 1 IN WITNESS WHEREOF, this instrument has been executed the day and year first above ES K. LEE esm6230415- 3.017.1ee STATE OF WASHINGTON ) COUNTY OF 'Ctn 9 seal ss. Notary Public State of Washington ROBYN C. OLDENBURG My Appointment Expires Dec 28, 7006 ACKNOWLEDGEMENT I, the undersigned, a Notary Public, do hereby certify that on this 2".1 day of Noe; \ 2004, personally appeared before me, JAMES. K. LEE AND MIMI D. LEE, husband and wife, to me known to be the individuals described in and who executed the within instrument, and acknowledged that they signed the same as their free and voluntary act and deed for the uses and purposes therein mentioned. Given under my hand and official seal the day and year in this certificate above written. Page 2 of 2 • ry n and for the State of Washington, residing at -- ?Nva.;,u.0 My Commission Expires: r4 4 ou .a \1bti�.ud "�1i: W W a 02 -08 -2006 JUSTIN ABBOTT 1530 WESTLAKE AV N, #600 SEATTLE WA 98109 RE: Permit No. D03 -237 4020 S 140 ST TUKW Dear Permit Holder: In reviewing our current records the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code and/or the International Mechanical Code, every permit issued by the Building Division 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: Call the City of Tukwila Inspection Request Line at 206 - 431 -2451 to schedule for the next or final inspection. 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 or more extension of time for additiona perios not exceeding 90 days each. Extension requests must be in writin,t 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 and receive an extension prior to 03/13/2006, 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, JeNnifer Marshall, Permit Technician xc: Permit File No. D03 -237 City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 vA. Ji:d47J 'ii::«S+f ti` YL'�t+.sf; dyl i -' i;:tG«Y;ixd"�13uiti 01 -04 -2005 JUSTIN ABBOTT 1530 WESTLAKE AV N, #600 SEATTLE WA 98109 RE: Permit No. D03 -237 4020 S 140 ST TUKW Dear Permit Holder: In reviewing our current records the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code and/or the International Mechanical Code, every permit issued by the Building Division 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: Call the City of Tukwila Permit Center at 206 - 431 -3670 to arrange for the next or final inspection. 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 once -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 and receive an extension prior to 02/28/2005, 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. D03 -237 Bob Benedicto, Building Official City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206-431-3665 November 3, 2004 Ms. Carol Eubanks Zoning /A &E Coordinator T- Mobile USA, Inc. 19807 North Creek Parkway North Bothell, WA 98011 RE: Request for Extension — Permit No. D03 - 237 — 4020 South 140 Stret Dear Ms. Eubanks: This letter is in response to your written request for an extension to Permit No. D03 -237. Based on the information received, the City of Tukwila Building Division will be extending your permit to February 28, 2005. Please be advised that this will be the only extension granted for this project and no further notice will be given prior to the expiration date. A new permit and associated fees will be required after the above -noted expiration date. If you should have any questions, please contact our office at (206) 431 -3670. Robert Benedicto Building Official /sks File: Permit No. D03 -237 City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206- 431 -3665 • 10/26/2004 13:06 FAX 425 398 7420 VOICE STREAM . co: Bob Benedicto /Stefania Spencer ',OMPANY: City of Tukwila, Dept Comm Dev 1 NUMBER: 206 - 431 -3665 PHONE NUMBER: 206 -431 -3670 RE: Permit No. 003 -237 NOTES /COMMENTS: C P Mobile 19807 NORTH CREEK PARKWAY NORTH BOTHELL, WA 98011 FACSIMILE TRANSMITTAL SHEET FROM: Carol Eubanks DATE: 10/26/04 TOTAL NO. OF PAGES INCLUDING COVER: 2 PHONE NUMBER: 425 - 398-7605 FAX NUMBER: 425 - 398 -7699 ❑ URGENT ❑ FOR REVIEW ❑ PLEASE COMMENT ❑ PLEASE REPLY ❑ PLEASE RECYCLE c , o C b OCT 2 6 ' � Gl Z vo FA CI 0 01 r�: 10/26/2004 13:07 , 425 398 7420 VOICE STREAM • • • 'T • • Mobile October 26, 2004 Via fax 206 -431 -3665 Bob Benedicto. Building Official City of Tukwila Dept. of Community Development 6300 Southcenter Blvd., #100 Tukwila, WA 98188 ✓ Co , Y k9 - 1 - )t-AS Re: Request for Extension of Building Permit No. D03; 237' 0 3 Mr. Benedicto, 1. Ar w I received the City of Tukwila's denial of my request for an extension of the referenced permit. This letter demonstrates justifiable cause for the delay in beginning construction of the proposed wireless facility. This project requires a custom design of the replacement light pole which will support the antennas of the proposed wireless facility. The design process was not started until after the zoning decision was issued by the City and involved engineers from Seattle City Light, T- Mobile administrators and several outside engineering firms. The pole is currently being constructed by a third party vendor. a expectto take: delivery: of th pole_: in'late >2005 and begin' construction,by.:early February 2005. . 0 I respectfully request that permit no. D03 -237 be extended to February 28, 2005. Thank you for your consideration. Carol Eubanks Zoning /A &E Coordinator T- Mobile Wireless T- Mobile USA, Inc, 19807 North Creek Parkway North Bothell, WA 98011 )(-2-0 1= - 04+ LU3 -01 N' Z002 002 co rlt> IT 01\14L- t-SE `N"N1 � I.MNTIE1Mlfs9'liilaJ.ln�+eMr ausg* agamatiarask October 19, 2004 Ms. Carol Eubanks T- Mobile USA, Inc. 19807 North Creek Parkway North Bothell, Washington 98011 RE: Request for Extension — Permit No. D03 -237 4020/4030 South 140 Street — T- Mobile Antennas Dear Ms. Eubanks: This letter is in response to your written request for an extension to Permit No. D03 -237. Based on the information received, the City of Tukwila Building Division will not be extending your building permit at this time. Although the building official is authorized to grant, in writing, one or more extensions of time, per Code he does require the applicant demonstrate justifiable cause for the extension. In order to aide us in our decision, please provide justifiable cause and/or indicate a time frame in which the work will commence. However, if work on the project has already begun you may contact the City of Tukwila Permit Center and arrange for an inspection of that work. This action would temporarily eliminate the need for an extension at this time. Please feel free to contact me at (206) 431 -3670 if you have any questions concerning the above information. Sincerely, Stefania Spencer Permit Technician /sks File: Permit No. D03 -237 City of Tukwila Steven M Mullet, Mayor Department of Community Development Steve Lancaster, Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206-431-3665 w1N d'�KL:.` Mew+ 3i> +W:�i�idHe+31ia:1 ✓�C+..vti' T'7,1 '.OiGS:J 'WwI. .. • ''i� it's{ bite .'i {ii @'t.�l.'rr.'�1G'�G'� 1".i�w.iu2.:.W,±.T�::: 10/18/2004 15:44 FAX 425 398 7420 VOICE STREAM (j ooi 7'O: FROM: Bob Benedicto Carol Eubanks COMPANY: DATE: City of Tukwila Dept Comm 10/18/04 Development I AX NUMBER: 206- 431 -3665 PHONE NUMBER: 206 -431 -3670 Permit No. D03 -237 8E3559 Birchcrest 1 Mobile • •� 19807 NORTH CREEK PARKWAY NORTH BOTHELL, WA 98011 FACSIMILE TRANSMITTAL SHEET Please see attached request to extend permit no. D03 -237. TOTAL NO. OF PAGES INCLUDING COVER: 2 PHONE NUMBER: 425- 398 -7605 PAX NUMBER: 425- 398 -7699 ❑ URGENT ❑ FOR REVIEW ❑ PLEASE COMMENT ❑ PLEASE REPLY ❑ PLEASE RECYCLE NOTES /COMMENTS: .�' :r.� `' ' �4,. 10/18/2004 15:44 FAX 425 398 7420 VOICE STREAM • • • • IT • •Mobiles October 18, 2004 Via fax 206 -431 -3665 Bob Benedicto. Building Official City of Tukwila Dept. of Community Development 6300 Southcenter Blvd., #100 Tukwila, WA 98188 Re: Request for Extension of Building Permit No.D03 -237 Mr. Benedicto, I respectfully request a 180 -day extension of the referenced building permit. The permit was issued on May 27, 2004. Please indicate the new expiration date, if extended, below. Also, please let me know if an inspection is required. Please sign a copy of this letter and return it to me to confirm the extension and new expiration date. You can fax it to me at 425 - 398 -7699 Thank you for your consideration. Carol Eubanks Zoning /A &E Coordinator T- Mobile Wireless The referenced permit will be extended to the date indicated below. Signed: Date: Permit will expire on T- Mobile USA, Inc. 19807 North Creek Parkway North Bothell, WA 98011 002 C � R ORT f il Fo O 1 X41 p 2 004 ER, t i; CFNT 10 -01 -2004 JUSTIN ABBOTT 1530 WESTLAKE AV N, #600 SEATTLE WA 98109 RE: Permit No. D03 -237 4020 S 140 ST TUKW Dear Permit Holder: City of Tukwila Steven M. Mullet, Mayor Department of Community Development 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 International Building Code and /or the International Mechanical Code, every permit issued by the Building Division 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 and receive an extension prior to 11/23/2004, 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 Call the City of Tukwila Permit Center at 206 - 431 -3670 to arrange for the next or final inspection. xc: Permit File No. D03 -237 Bob Benedicto, Building Official 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 . :�1:Yiini 'Arai - -- April 8, 2004 Dear Justin: Sincerely, Stefania`Spencer Permit Technician encl xc: File No. D03 -237 City of Tukwila Mr. Justin Abbott 1530 Westlake Avenue North, #600 Seattle, WA 98109 RE: CORRECTION LETTER #2 Development Permit Application Number D03 -237 4020/4030 South 140` Street Planning Department: Minnie Dhaliwal, Planner, at (206) 431 -3685, if you have any questions regarding the attached memo. Public Works Department: Joanna Spencer, at (206) 431 -2440, if you have any questions regarding the attached memo. If you have any questions, please contact me at (206) 433 -7165. POW Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director This letter is to inform you of corrections that must be addressed before your development permit(s) can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Planning and Public Works Departments. At this time, the Building and Fire Departments have no comments. Please address the attached comments in an itemized format with applicable revised plans, specifications, and /or other documentation. The City requires that four (4) complete sets of revised plans, specifications and /or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `revision sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenger service. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 421,zdailt, 44:1124i.1414,4,1, PLANNING DIVISION COMMENTS DATE: April 6, 2004 APPLICANT: T- Mobile RE: D03 -237 ADDRESS: 4020/4030 South 140 Street Please review the following comments listed below and submit your revisions accordingly. If you have any questions on the requested revision, Minnie Dhaliwal is the planner assigned to the file and can be reached at 206 - 431 -3685. 1. Since the Seattle City Light pole is located on private property the replacement pole shall be placed on private property and an easement document between the involved parties shall be executed and recorded with King County Recorder's office. Please provide a copy of the easement document 2. You were informed that South 140 Street might be improved and widened in the future warranting the removal of the subject pole. The City's position is that it will not be liable for any relocation costs as a result thereof. Prior to the issuance of the building permit, a no protest type of agreement shall be drafted (language to be reviewed and approved by the City Attorney and Public Works department) that the cost of moving/relocating of the T- Mobile /Seattle City Light facilities /structure shall be the sole responsibility of the perrnitee if in the future city obtains additional right -of- way on the north side of South 140 Street. 3. Please clarify how many exterior signs will be installed and which ones are required by FCC. 4. The plans show a 2'x2'x4' deep grounding vault next to the vault. Is this vault underground? DATE: April 1, 2004 PUBLIC WORKS DEPARTMENT COMMENTS PROJECT: T_MOBILE ANTENNAS @ Birchcrest Apts PERMIT NO: D03 -237 PLAN REVIEWER: Contact Joanna Spencer at (206) 433 -0179 if you have any questions regarding the following comments. �J Submit a copy of the executed easement document allowing installation of the Seattle City Light replacement pole on the private property. 2) Submit a no protest type agreement (language to be reviewed and approved by the City Attorney and Public Works department) that the cost of moving/relocating of the T- Mobile /Seattle City Light facilities /structure shall be the sole responsibility of the permitee if in the future City obtains additional right-of—way on the north side of South 140` Street. z Z JU U 0 N D J H w 0 2 u _ I I- al Z = This letter is to inform you of corrections that must be addressed before your development permit(s) can z O be approved. All correction requests from each department must be addressed at the same time and 2 Lu reflected on your drawings. I have enclosed comments from the Planning and Public Works Department. v 0 At this time, the Building and Fire Departments have no comments. 0 N O 1- Plannin2 Department: Minnie Dhaliwal, at 206 431 -3685, if you have any questions U regarding the following: u_ z 1. Cannot approved until Planning Commission approval of conditional use permit. W j O ~ March 9, 2004 Mr. Justin Abbott 1530 Westlake Avenue North, #600 Seattle, WA 98109 RE: CORRECTION LETTER #1 Development Permit Application Number D03 -237 4020/4030 South 140` Street — T- Mobile Dear Justin: Public Works Department: Joanna Spencer, at 206 431 -2440, if you have questions regarding the attached memo. Please address the attached comments in an itemized format with applicable revised plans, specifications, and /or other documentation. The City requires that four (4) complete sets of revised plans, specifications and /or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `revision sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenzer service. If you have any questions, please contact me at (206) 433 -7165. Sincerel City of Tukwila Department of Community Development Steve Lancaster, Director Stefania Spencer Permit Technician encl xc: File No. D03 -237 Steven M. Mullet, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 -431 -3670 • Fax: 206 - 431 -3665 z PUBLIC WORKS DEPARTMENT COMMENTS Z _,- w DATE: August 26, 2003 o co 0 0 w PROJECT: T- Mobile Antennas UJ o PERMIT NO: D03 -237 PLAN REVIEWER: Contact Joanna Spencer at (206) 433 -0179 if you have any questions N regarding the following comments. F w Z F- O uj 1) Please delete 142 " & 37 from the site title block (lower right hand corner) on all the plan sheets UJ and on sheet A -1 from the project title and project summary site name since your plan submittal is only for one location in front of Birchcrest Apartments at 4020/4030 S 140 Street. 0 N O 1 w — 2) Sheet SU -1 is missing surveyor's stamp and signature. 0 3) Sheets A -3 and SU -1 indicates that Seattle City Light pole # 4006 is located on private property and w Z not inside the City of Tukwila right -of -way; however, the survey prepared for Cascade View Park, v a City of Tukwila project, shows the power pole in the right -of -way. I have attached a copy of this z E- survey, which might be helpful for your surveyor in determining the correct pole location. If the subject pole is on private property, applicant shall submit a copy of easement documentation allowing the Seattle City Light pole to be located inside the private property or a letter from Seattle City Light confirming pole location inside the private property. e f i - -p✓'o c e sS 4) A Franchise Utility Permit shall be obtained if the subject pole or any other related installations will be placed inside the City right -of -way. Applicant shall contact Mr. Frank Iriarte, Public Works Franchise /Communications Coordinator at (206) 431 -2445 with any questions related to Franchise Permit. 5) Public Works recommends grounding vault to be moved north of the existing curb. 6) Provide information and label on plan where the sweep generator is located. Does it require fuel or is it battery operated? 7) A hollow pole that hides all the conduits inside shall be used instead of a wooden pole with outside conduit runs for esthetic reasons. Partial South Elevation on sheet A -5 and Cable Routing Detail 2 on sheet S -2 shall be modified to show pole base or 6' -6" burial depth of the pole. .:aim .Aat Comments D03 -237 Page 2 August 26, 2003 8) Public Works requires 42" minimum conduit depth. Please revise your Trench Section 2 on sheet E -2. 9) Your proposal triggers a TYPE C Public Works permit, which has a progressive fee based on the construction cost. Please submit an application fee in the amount of $250.00 plus 2.5% of construction cost. Applicant shall submit a construction cost estimate, see attached Public Works Bulletin 1. A traffic control plan per MUTCD shall be submitted if any construction equipment plans to block S 140` St. roadway for new pole /antennas installation. (P:Laurie Admin/Joanna/Comments D03 -237) ACTIVITY NUMBER: D03 -237 DATE: 04 -16 -04 PROJECT NAME: T- MOBILE SITE ADDRESS: 4020/4030 SOUTH 140 STREET Original Plan Submittal Response to Incomplete Letter # X Response to Correction Letter # 2 Revision # afteribefore permit is issued DEPARTMENTS: Building Division Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 04 -20 -04 Complete [g Comments: APPROVALS OR CORRECTIONS: Approved ❑ Notation: Documents /routing slip.doc 2.28.02 PERMIT COORD COP\ PLAN REVIEW /ROUTING SLIP Approved with Conditions Fire Prevention Structural Incomplete AVID Awc 4-21 ❑ Planning Division 0 Permit Coordinator Not Applicable ❑ Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS R�TING: Please Route Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: REVIEWER'S INITIALS: PERMIT COORD COPY DUE DATE: 05 -18 -04 Not Approved (attach comments) ❑ DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ..._.<,.., . .. ACTIVITY NUMBER: D03 -237 DATE: 03 -09 -04 PROJECT NAME: T- MOBILE SITE ADDRESS: 4020/4030 SOUTH 140 STREET Original Plan Submittal Response to Incomplete Letter # X Response to Correction Letter # Revision # after /before permit is issued DEPARTMENTS: Building Division Public Workw Complete Documents /routing slip.doc 2 -28.02 PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP J , L1 4 Structural APPROVALS OR CORRECTIONS: Fire Prevention ❑ Incomplete ❑ REVIEWER'S INITIALS: PERMIT COORD COPY Plan Division dit/bied V Permit Coordinator X DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 03 -11 -04 Not Applicable ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS ROUTING: Please Route [i Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: DUE DATE: 04 -08 -04 Approved ❑ Approved with Conditions ❑ Not App roved ( attach comments) Notation: DATE: Permit Center Use Only CORRECTION LETTER MAILED: 4 Departments issued corrections: Bldg ❑ Fire ❑ Ping,' PW Staff Initials: S ACTIVITY NUMBER: D03 -237 PROJECT NAME: T- MOBILE - ANTENNAS SITE ADDRESS: 4020/4030 S 140 STREET DATE: 08 -04 -03 X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After permit Is Issued DEPARTMENTS: Building Division $ _ ub is Wor s PERMIT COORD . PLAN REVIEW /RO 511 ll'&& c 8 1-0 Fire Prevention Structural ❑ DETERMINATION 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 ROJJTING: Please Route , L l Structural Review Required ❑ No further Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) Notation: REVIEWER'S INITIALS: Permit Center Use Only CORRECTION LETTER MAILED: 1 .1- y Departments issued corrections: Bldg ❑ Fire ❑ Pingg PW,' Staff Initials: S S Documents /routing slIp,doc 2.28.02 PERMIT T COORD GOP' ING SLIP A :4 54.0 Planning Division Permit Coordinator DUE DATE: 08 -05 -03 Not Applicable ❑ 0 DATE: DUE DATE: 09 -02 -03 DATE: iihz,Ei;tia, REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 4116 o tiF E ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: T- MOBILE Project Address: 4020/4030 SOUTH 140 STREET Contact Person Justin Abbott Phone Number z o <e -"NO- 4' 5 5 IS Response to Incomplete Letter # Response to Correction Letter # 2 Revision # after/before Permit is Issued Entered in Sierra on City of Tukwila Department of Community Development - Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 (206)431 -3670 S e- e -}�►1 4 c 1 o to t l at o r. e_n71 tJo ? ro4 e.r+ A- vttn* 'Pleas Summary of Revision: e.ft we. S -1--e✓ d C � r o� i o{eot - b l c +- ) u a. %U`ty II 2 S rt o 4- s + / +-o -{-� -- - {-- �.�.�� wt p r o J e.tvt. e_ dl's - S r - wt V vl�oLL``j X 014 -K-et 1 n j O 12. e c o te - 10. ot, of 4 pct, [ I y T— M.0 h r C e_. F P o s e- S vt. e_ C t e -4-c +r f o r S 171n_ o vx S 'E-o r ok 7 e... 0 k. ro o v+i1 0 o o r' -f-o i d1 c.rt �4-4 7 kAt. LA- ( RECEIVED CITY OF TUKWIIA Sheet Number(s): APR 1 6 2004 "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: Plan Check/Permit Number: D03 -237 k e- ve_ -t-L e_/ �t 9 w ' eat b��1d�t V PERMIT CENTER 04/08/04 ..,... a•: F4 'r t.. , r. 3 .��"4bd+3AwKi�iCil3iC:F�Wie'Fn� Date: /1 /0 �I Project Name: T- Mobile ,r Entered in Sierra on 3 — Y - o V City of Tukwila Department of Community Development - Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 (206)431 -3670 REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Project Address: 4020/4030 S 140 Street Plan Check/Permit Number: D03-237 ❑ Response to Incomplete Letter # • Response to Correction Letter # 1 ❑ Revision # after/before Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Contact Person Justin Abbott Phone Number Summary of Revision: Z+ S e. v 0.c ✓' es S J Q -OA r e v�S e vvk e vvi -F r. f c Co v-1 V 0 a s k e_ S* c✓ 0 •A-Ck F-t 0 K.O. Mato ✓%+-•/ o tJ0Y' - I - D e_ o pt Y {a Q t✓+- 7 ✓ *Lc- s,i t 4- c.d s.),_r V e_7 ol0+c /Zo /03 t o A-- L v. =te_.wt S T. c.i. d. ■ fi s c vi • A- is a L.s L tom- t ✓ w 4 1 +. Crty 1J W IA pERMir Ceiren Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Seg Received at the City of Tukwila Permit Center by: 03/09/04 1Wiitfi4a.d ir�JlrA.i+ivu.ft' adkai4: uxii .Yalsl:.: 3 ?ii'A++1ti:31�Lr ic"acS�ilh+.�. • 19807 NORTH CREEK PARKWAY N SUITE 101 BOTHELL, WA 98011 PHONE (425) 378 -4000 •201 - 11688 - 66114 AVE B SURREY, C V35 1x1, CANADA TEL: (604) 514 -6432 FAX: (604) 514 -6431 TOLL FREE.: 1 -S11- 345 -4045 EMAIL: Tall +trlceng.com WEB: W W 44 .t!kG11 g .com PROJECT NO: 0375-006 Al SUBMITTALS 3 JAN 2a/04 POLE T'rPE REV1510N 2 NQY 20/03 POLE T'!PE REvISION . 1 JUN 30/03 ISSUED FOR 8 1 0 MAY 20/03 ISSUED FOR REV1ELU 71 INFORTIAT I O'>` CONTAINED IN 7;415 SET Cc DOCUMENi"S IS PROPRIE BY NATURE. ANY LZE O D;SCLO$URE 01+ -+ER "'a`,4 • T.4AT RE.47ES 'O TAE CLIENT NA' 15 STRICL PRO1 =D. S 4 2 \..3 t - -- C.� fG - " 4C:^ DRAWING INDEX CCYERC S - E E T SFEC'iCT1CNS SITE FLAN LEASEHOLD L4TOUT AND ANTENNA CABLE CUT'I, DET.41.,3 SCUT-4 ELEV4T!CNS EQUIPMENT SERVICING CLEARANCES PHOTOS (1" 1 LOCATION FLAN RF DETAI 1 RF DETAILS 11 LEASEHOLD FLOOR UFGRADE DETAILS STRUCTURAL DETAILS NIEC-4ANIC4L DETAILS ELECTRICAL DETAILS 1 ELECTRIC,4L DETAILS 11 ELECTRICAL DETAILS 111 ELECTRICa L DETAILS IV GROUNDING DETAILS 1 GROUNDING DETAILS 11 GROUND I NG D E s'TE SEPARATE PERMIT REQUIRED FOR: MECHANICAL V ei PLUMBING ,(GAS PIPING CITY OF TU BU;LOING D:V,S ON AILS 111 t NW— f - ? r . I • ` ,"kW 1' TYF~IC. L GROUND 1NG CONNECTIONS C r }'i i @ e / FiLE COPY Lj r•eerstand 'at the P'ar O eCK aperOVats are • ^-..sS.^r .5 and 3 ''OYai ci '4.JeS t'Ot 3'..a'C "' • ' 1 of an sole G • nce Ramat of r- ;rat.:. s C +Nr C axr. -:J4 r. ;AXIS acioovkiiecbged . . _• = t �- t•.. • AAA Alms As � � r r C + it -{L • • Ev. NC. 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 rO ICe t m ® Global Wireless by ' ' ' 'Mobile - cR 142ND & 37TH / BIRCHCREST APTS SE3559F REPLACEMENT OF SCL POLE 4 '4006 • fi'ROJEGT SUMM4Y SITE NUMBER: SITE NAME: SITE ADDRESS: ASSESSOR'S PARCEL - 13&� 0415 4 13606 0465 CURRENT ZONING: HDR - RESIDENTIAL GOVERNING CODE: 199 USC JURISDICTION: CItY OF TUKWILA CONSTRUCTION T`t' FE : 7 13.D. EXISTING BUILDING OCCUPANCY: MULTI - FAMILY APARTMENT FROPERTY OWNER: 5 ACQU ST'ON: ZON'MG CQNt >G►C ,: 6 -•, • ,�, .. v . - - 10 .r''"i. VV \ B.C v-v X• 6C _..,�- �..' 5 r SE3559F 142ND 4 37TH /SIRCHCREST APT5 4020 / 4030 5 140T1 -4 ST TUKW I L A, WA 98166 JAMES KHUAN LEE 4 r i;t•II DU LEE 3425 ° AVE SE MERCER 'SLAND, WA c8040 CONTACT: JAMES KHUAN LEE PHONE: ( 206) 275 -4558 ODD = !ESIG PL-+ONE: (200) 354 -9.27 JEST:\ ABBOTT i°- -.O\E: (206) 7 90 -446.55 A_ Ati C :5T0=ERSEN 1c - •C \E: ;425)246-2 \/O '1 i CORPORA CREEK OM. MINNO. 5.., _. ' WL 9 &c p __ 1 yw - 1)t) .2:37 a mits soL g=0111 1111. "11 11111 + . _ at - .. Ow iodic Woks OM 5 5 144TH ST KE Y PLAN N.T.S. /L al VOICESTREAM > SITE f- 5 139T4 -4 ST .4 j S 140TH 4 ST 4 Q oc 5 144TH ST NAD 53 LAT. 4726'203" N LONG. 122'16'353" W DIRECTIONS FROM SSA -TAG AIRPORT START HEADING SOUTH ON N CREEK PKWY N TOWARD NE 195TH ST. TURN RIGHT ON NE 195TH STREET. MERGE ONTO 1-405 SOUTH VIA THE RAMP, ON THE LEFT, TOWARD RENTON. 1-405 5 BECOMES WA -518 W. TAKE THE WA -99 EXIT TOWARD SEA -TAC AIRPORT. TAKE THE WA -99 5 RAMP TOWARD WA -99 N. TAKE THE RAMP TOWARD WA -99 N. TAKE THE 5 154T1.4 ST RAMP TOWARD WA-99 N. TURN SL IG«-T RIGHT ONTO 5 ST. TURN LEFT ONTO INTERNATIONAL BLVD /PACIF "C HWY S /WA -99. CONTINUE TO FOLLOW PACIFIC 44WY S /WA -99. TURN FRIGHT ONTO 5 140TH 5T, PROJECT DESCRIF°TION THE PROJECT CONSISTS OF " INSTALLATION OF PCS EQUIPMENT IN AN EQUIPMENT ROOt`l iN AN EXISTING BUILDING- AND THE REPLACEMENT OF AN EX!STING 40 -6" UJOCD POLE W'T+ -i A 34• -6" A.G.L. STEEL UTILITY F OLE C/W ANTENNAS (T.O. ANTENNAS 45' -0" HAND !CAP REQUIREMENTS IMSTA &L A" '5 U'N 'A \i E1D AND \0 FOR - !;;'"'AN HASrTATIOM. 44ANDICAP ACCESS 1 5 \C' R~ Q.� 1 R` ✓ . OTC -IER REQUIREMENTS ^mac °ARcC•\!s. CON RAC S« -+ALL AFF O`,SAL LI E\G \EE WO am. r _ . a par_ gap i:._ ce i T;T; p 1 1 E S G N ATU -'E �. 1 kt LL ft {- C l / � •tom. =�.: ATE 1!) "r11 1 SUBMITTALS 3 jAN 28/04 POLE TYPE REVISION 2 NOV 20/03 POLE T"'PE REVISION I JUN 30/03 ISSUED FOR HP /CONST. 0 T INA`' 20/03 ISSUED FOR REVIEW NCT .ES: -..•c SE \� T ES �. �_ "�' '� L CR .�' \."s5 .•.! = ARE �� ` R`\ �✓ 4r \ u \C 'FS v\ .. -:.. \3S S - •,a,.L TAKE PRE .2E DEtiGE - CAL R` LAWS AND ALL Y - S ti• r_ EC.! ON-' Do NOT , \CLUDE \EC ESSAR" FOR OO \STRUC ON SAFET` '+-+E !.3E \ERAL CCNTR�+OToR 5, -04LL ENSURE 7 4-+E S ; OF THE STRUCTURAL COmPC \EN'S .A \D '-'E 5" R.CTuRE AS A W4 -.CLE DURING ALL STAGES B'' - E"''�CQ -►R �� SUPPOR \'s AND BRACING 45 NEC ESS UNTIL COMPLETION ^F '►•E PROJECT • '•--E JSE CIF THESE DRS+.:. N s5 !S STRICTL` L'MITE D 7 C THE INSTRUCTION NOTED REv'S BLOC -K. C;= '-ESE DRAU, NGS AND SHALL BE USED FOR CONS ON ONL" . 7 - 4 E DRAW NC , -+AS SEEN . 5SUED FOR CC \SIR.- C` ON 6 PR.OP SE FAC ..L'LL BE JNMANNED AND DOES NC' REQUIRE , C'.=►B_E ,...TER OR SE-E4 SERVICE. - '--.E FAC!L'T` c uN' 4NNED AND IS NOT FOR HUMAN HABITAT. (NO ►-■4 \7;) :AP ACC--E55 15 R .. .. RE:. ). 8 .^.CC.:K'A \C`" :s L!4"t!TED TC MAINTENANCE AND INSPECTION, .=►P°RCx ` .a TE 2 TIMES PER !"iONT4-+, B`r vOICESTRE4''" TEC4 4t`l1CIAN5. ?. \C NC SE 5 - OKE DUST CR CDOR WILL RESULT FROM T+-+!9 PROPOSAL. 10 Cu STORAGE AND SC_;D WASTE CONTAINERS ARE NOT PROPOSED. 11. A "'.•TER - A_ SHALL BE FURNIS+ -4ED AND WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE '+-'E;,E DRAWINGS AND APPLICABLE SECTIONS OF THE vC ICES'REA'"i PROJECT NEC- IN CAL SPECIFICATION 02 - 15 -2002 AT MARCH '3 20>L2. REV!S•ON C IN SASE OF A CONFL1CT BETWEEN THE CONSTRUCTION SPEC-IF CATIONS AND THr ..,R4WINGS, THE DRAWiNn5 GOVERN. 1 2. ALL RE FERENCES TO SPECIFIC STANDARDS FCR THIS PROPOSAL ARE UNDERSTCCD - 0 BE THE LATEST VERSION. T'4 T EN DEREK MUST UNDERGO A SITE v5 T TO CAREFULLY EXAMINE AND UINDERS'AND THE SCOPE OF '+-E ;.JORK REQUIRED BEFORE BID SUBMISSION. NO COMPENSATION Ni ANY FOR' WILL BE PAID FOR EXPENSES RESULTING FROM =A'LuRE t0 DO SC. 14. TRK ENGINEERING LTD RESERVES THE RIGHT TO RELOCATE ANY EQUIPMENT t►1!'+ -+I^1 1 0rt_ T+-+E LOC47'ON 5PEC1F!ED ON Ti -4ESE DRAWINGS PRIOR TO INSTALLAT.CN B T%.»E CONTRACTOR 15. iF THE SPEC FIE D EQUIP'"'EN' CAN NOT SE INSTALLED AS SHOWN ON THESE DRAWINGS THE CONTRACTOR SHALL, F'R ^ POSE AN ALTERNA T ;vE INSTALLATION OR APPRQvAL 13`' TRK ENG'NEER'VG L D. "6. CONTRACTOR '5 RESPONSIBLE FOR FIELD MEASUREMENTS TO CONFiFC1 LENGTHS OF CABLE 'RA`'S ELECTRICAL _1NES, AND ANTENNA CABLES. ROUTING OF ALL CONDU: - S, CABLES. CABLE TRAY, ETC. 15 INDICATED AS PROPOSED LOCATIONS ONLY. CONFIRM Ti-"1E EXACT ROUTING WITH THE ON -SITE CONSTRUCTION '"'ONAGER PRIOR TO T HE START OF WORK. "'HE CONTRACTOR 5.-ALL SE RESPONSIBLE FOR PROTECTION OF ROOF ME'eRANE DURING CONSTRuCTiCN OF 51 ALL DAMAGE SHALL BE REr'A`RED 7 O AS NEW COND T'ON 'N ACCORDANCE WITH CHAPTER 15 U C 1991. 'Q. ALL D^:' 4CE CR 0=ENI \!I uP OF THE EXISTING STRUCTURE ' "?U5T BE MADE Cs00 : 'O ".-+E PRE -00\5" R:.CT .^.N CO ND 1 '`'ON OR SETTER 20 'N5°EC' -ON OF :O''"'°LE'E D WORK( 15 REQUIRED BEFORE COVERING UF. PR^V' DE ''"'.v'"'1:"" 24 -O;.RS NOTICE. 2'. RE•"rCVE AND C_= ' A\ JP A\' ESRS OR ATERAL FRO'r"' THE 5 TE 7 "E D.. RA C\ OF `+-+E CO\ ON A DAM_" BASIS AND UPON C 7T -P_`' O\ OF T--.E. ..:OR`C D QE CTED CONSTRUCTION MANAGER 05. AND PA`' FOR a_._ E�EC`2'CA� PERm'TS AND sNSPECT'ONS REQt. RED ✓R CC OF L..C' < AND ACCEP' ANCE. ° RCV DE CER' :F' SATES TO T HE CONSTRuC` O , '.1\AGER VER F \G 7-47 7 --E +jORC CONFORMS ' 0 T.-•E REQ:. RE"E \ OF _ CODES AND A..'-- OR ''ES - -AVING - NC ✓_ ✓ AT .,i \S =RC • D_5 ...\ 54 -40.-N ON --ESE DRALPsiSS .5 A__OWEL". L.. _--O__ -R TTE\ APPRC /-:_ FRO' TRK ENGINEERING LTD. FA!_..RE "C CSS =R/ - = IR.-LE >rcEE5 ' \ '''C\ _ CO 7 NkS E ON 47 _,_,E R E 2 4 ' STEEL POLE FOUNDATION AND ANTENNA MOUNT ARE TO SE DESIGNED BY 0T4 -IERS AND F'ROVI'JE : BY 5CL. 25 PROVIDE SI:PPORTS FOR T44E ANTENNA CABLES TO THE ELE'✓AT:ON Cc ALL "N i T ..1L ANC FU?URE ANTE'JNAS. ANTENNA CABLES ARE TO BE SUPPORTED AND RES .1?' THE CENTERS SUITABLE T O T HE MANUFACTURER'S RE Q.: REMENTS. DESIGN C 'ITE RIA: THE STRUCTURA DESIGN OF T+-. S B-• LD'NG IS IN ACCORDANCE WIT+ -• BUILDING CODE 1 2 DESIGN ,OADS DESIGN DATA FOR 'JK;'LA U)A -SNOW LOAD -BASIC WIND. SPEED -WIND EXPOSURE - SEISMIC ZONE CONCRETE NOTES: 25 psr 80.0 mph C 3 1. ALL CONCRETE CONSTRUCTION SHALL BE IN ACCORDANCE WITH AC' -318. 2. CONCRETE 64-IALL BE MIxED, PROPCRTiONED, CONVEYED AND PLACED N ACCORDANCE WITH UBC 19 °1 SECTION 1905 AND AC1 301. STRENGTHS AT 28 DAPS AND MiX CRITERIA SHALL BE AS FOLLOWS. TYPE OF CONSTRUCTION 28 DAY STRENGTHS W/C (r'c) RATIO A. SLABS ON GRADE TOPPING SLABS CONCRETE PIERS B. ALL STRUCTURAL CONCRETE EXCEPT WALLS 4,000 ps1 C. CONCRETE WALLS 4,000 ps 1 2,500 psi < .45 GEMENT SHALL BE ASTM C150, PORTLAND CEMENT TYPE 11 UN.O. 3. THE GENERAL CONTRACTOR SHALL SUPERVISE AND BE RESPONSIBLE FOR THE METHODS AND PROCEDURES OF CONCRETE PLACEMENT. 4. ALL CONCRETE WITH SURFACES EXPOSED TO STANDING WATER SHALL BE AIR - ENTRAINED WITH AN AIR - ENTRAINING AGENT CONFORMING TO 45T?" 1 C260, 0494, C618, C989 AND C1011. TOTAL AIR CONTENT 51 -TALL SE iN ACCORDANCE WITH TABLES 1°l -A -I OF THE USG 1991. 5. REINFORCING STEEL S4 -MALL CONFORM TO ASTM Ab15 (INCLUDING SUPPLEMENT 51), GRADE 60, fy =60,000 PSI. EXCEPTIONS: ANY BARS SPECIFICALLY SO NOTED ON TI-4E DRAWINGS SHALL BE GRADE 40, fy =40,000 PSI. GRADE 60 REINFORCING BARS INDICATED ON DRAWINGS TO BE WELDED 54 -TALL CONFORM TO ASTM 4106. REINFORCING COMPLYING WITH ASTM A615(51) MAY SE WELDED ONLY IF MATERIAL PROPERTY REPORTS INDICATING CONFORMANCE WITH WELDING PROCEDURES SPECIFIED IN A.W.5. D14 ARE SUBMITTED. b. REINFORCING STEEL SHALL BE DETAILED ( INCLUDING NOOKS AND BENDS) IN ACCG ANCE 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 CORNER BARS AT LEAST 30 BAR DIAMETERS OR A MINIMUM OF 2' -0 ". LAP ADJACENT MATS OF WELDED WIRE FABRIC A M!MIMUM OF 8" AT SIDES AND ENDS. 1. WELDED WIRE FABRIC 5HALL CONFORM TO ASTM A -185. 8. SPIRAL REIIFORCEMENT SHALL BE PLAN WIRE CONFORMING TO ASTM 46,15, GRADE 60, N=60000 x'51. 9. NO BARS PARTIALLY EMBEDDED IN HARDENED CONCRETE 5I -4ALL SE FIE_D SENT UNLESS SPECIFICALLY 50 DETAILED OR APPROVED BY TRK ENGINEERING LTD. 10. CONCRETE PROTECTION (COVER) TOR REINFORCING STEEL SHALL BE A5 FOLLOWS- - FOOTINGS AND O �4-4ER UNFORMED 3 SURFACES. EARTH FACE - SLABS AND WALLS (°NTER!CR =ACE) • 1. BARS SHAD BE SUPPOR D ON C•-A! R5 OR DOB I E BR E CKS. '2. .'.+NC} -;OR BOLTS TO COTE`- ORm TO AS T HE UNIFORM MINIMUM CEMENT CONTENT PER CUBIC YARD 5 1/2 SACKS < .45 6 1/2 SACKS < .45 6 1/2 SACKS - QED SURFACES EXPOSED 0'6 BARS OR LARGER) 2'' TO EARTH OR WEATHER OS BARS OR SMALLER) 1 1/2" 3/4' 13. NON- 5- IR.'i( CsR iu' S -A...L BE F~.:RN ED BY AN APPROVED mANLFAC ~ JRER AND 64-+ALL BE MIXED AND PLACED 'ti 5' TR CT ACCORDANCE w'T4 -► r- E mANUFAC ,.'RER P'UBL'S --ED RECON'ImENDL"''ONS. GROUT S'RENGT&"• rr. +ALL SEA __EAST EQL.AL T^ 7.--E TMATER AL ON .u' -Cam- ` 5 PLACED ' 3.202' °5 •,\ i *- r , ..• , • 14 A`._ EXP4NS O\ ANc --O'S C BE -- ��' B�/��cA`� .4D S VE ANSHORS RED.. " 7 E5' . C ` 7 CAIPAC *Y J�ESS \ ✓A ED ✓v' E7 NEER. STRUCTU4L STEEL NOTES: t SHOP DRAWINGS FOR A STRUCTURAL STEEL SHALL BE SUBMITTED TO TRK ENGINEERING LTD FOR REVIEW PRIOR TO FASRiCAT!ON. 2 STRUCTURAL STEEL DESIGN, FABRICATION AND ERECTION ( INCLUDING FIELD WELDING, i- 41G4 -4 STRENGTH FiELD BOLTING, EXPANSION BOLTS, AND THREADED EXPANSION ANCHORS) SHALL BE BASED ON THE A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, LATEST EDITION. SUPERVISION SHALL BE IN ACCORDANCE WiTH SECTION 1101 OF THE UBC 1991, BY A QUALIFIED TESTING AGENCY DESIGNATED BY THE ENGINEER. THE ENGINEER SHALL BE FURNISHED WiTH A COPY OF ALL INSPECTION REPORTS AND TEST RESULTS. 3. STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING REQUIREMENTS: TYPE OF MEMBER A. PLATES, SHAPES, ANGLES, AND RODS B. SPECIAL SHAPES AND PLATES C. PiPE COLUMNS D. STRUCTURAL TUBING E. ANCHOR BOLTS F. CONNECTION BOLTS ASTM A36, Fy 36KSI ASTM A512, Fy 50 KS 1 ASTM A53, Fy 35 KSi ASTM A500, Fy 46 KSI ASTM 4301 ASTM A325 TWIST OFF TYPE 4. ALL MATERIAL TO BE HOT DIPPED GALVANIZED AFTER FABRICATION PER 4123/Al23M- 918el, UN.O. 5. ALL WELDING SHALL BE IN CONFORMANCE WITH A.I.S.C. AND AWS STANDARDS AND S4 -MALL BE PERFORMED BY W.A.B.O CERTIFIED WELDERS USING ET0 XX ELECTRODES. ONLY PREQUALIFIED WELDS (AS DEFINED BY AWS) Si-MALL BE USED. WELDING OF GRADE 60 REINFORCING BARS (IF REQUIRED) SHALL BE PERFORMED USING LOW 4-4TDROCsEN ELECTRODES. WELDING OF GRADE 40 REINFORCING BARS (IF REQUIRED) SHALL BE PERFORMED USING E10XX ELECTRODES. WELDING WITHIN 4" OF COLD BENDS iN REINFORCING STEEL IS NOT PERMITTED. SEE REINFORCING NOTE FOR MATERIAL REQUIREMENTS OF WELDED BARS. 6. ALL WELDS TO SE MINIMUM 1/4" FILLET UNLESS NOTED OTHERWISE. (UN.O.) 1. COLD- FORMED STEEL FRAMING MEMBERS S4 -MALL BE OF THE SHAPE, SiZE, AND GAGE S4 -TOWN ON THE PLANS. PROVIDE MINIMUM SECTION PROPERTIES INDICATED. ALL COLD - FORMED STEEL FRAMING SHALL CONFORM TO THE A.I.$,S. "SPECIFICATION FOR THE DESIGN OF COLD-FORMED STEEL STRUCTURAL MEMBERS." 8. BOLTED CONNECTIONS SHALL USE BEARING TYPE AST-I A325 BOLTS (3/4" DIA) AND SHALL HAVE A MiNIMUM OF TWO BOLTS UN.O. NON - STRUCTURAL BOLTED CONNECTIONS FOR STEEL GRATING SHALL USE BEARING TYPE ASTM A301 BOLTS (5/8" DIA) UN.O. 10. ALL STEEL WORK SHALL BE PAINTED IN ACCORDANCE WITH THE DESIGN 4 CONSTRUCTION SPECIFICATION AND IN ACCORDANCE WITH SSPC (STEEL STRUCTURES PAINTING COUNCIL) RECOMMENDED FOR EXTERIOR EXPOSURE. 11. TOUCI} -I UP ALL FiELD DRILLING AND WELDING WiTI -4 2 COATS OF GALVACON (ZINC RICH PAINT) OR APPROVED EQUAL. FLASNINCz AND SHEET METAL NOTES: 1. SHEET METAL FLASHING AND TRiM: ZINC- COATED STEEL, ASTm A 526 G90 'NOT -DIP GALVANIZED, 20 GAGE OR HEAVIER. 2. WORK SHALL BE PERFORMED BY EXPERIENCED JOURNEYMEN SKILLED IN FLASHING AND SHEET METAL WORK: CAPABLE OF PRODUCING STRAIGHT, TRUE AND TIGHT JOINTED CORROSION- RE5!5TANT AND WEATHERTIG HT INSTALLATIONS IN ACCORDANCE WITH INDUSTRY STANDARDS FOR FIRST -CLASS QUALITY, FREE OF DEFECTS. F'AINTINCs NOTES: FIRST-LINE COMMERC! AL -QUAL iTY PROGUCTS FOR ALL COATING SYSTEMS, SHERWIN- WILL'AMS, GLIDDEN, FULLER - O'BRIEN, OR APPROVED EQUAL. 2. EXTERIOR PAINT SCHEDULE. A) FERROUS METAL AND GALVANIZED FERROUS METAL TO RECEIVE LOW LUSTER URETHANE FINISH: 1 COAT (4 -6 DRY MILS) RUST INHIBITIVE RECOATABLE HIGH BUILD EPDXY PRIMER (TwO PART), 561 SERIES, 2 COATS (3 DRY MILS EACH) "COROTI -ANE Ii" HIGH SOLIDS POLYURETHANE. B ) ! = I ESE RGLASS FACED ANTENNA PANELS TO RECEIVE LOW LUSTER URETHANE FINIS 4. C CONCRETE, STUCCO, AND MASONRY (EXCEPT CONCRETE MASONRY UNITS) TO RECEIVE LUSTERLESS ACRYLIC FINISH: 2 COATS EXTERIOR ACRYLIC EMULSION. D) CONCRETE MASONRY UNITS TO RECEIVE LUSTERLESS ACRYLIC FINISH: 1 COAT LATEX BLOCK FULLER, 2 COATS EXTERIOR ACRYLIC EMULSION. E) WOOD TO RECEIVE LOW - LUSTER ACRYLIC FINISH: 1 COAT EXTERIOR PRIMER, 2 COATS EXTERIOR ACRYLIC EMULSION. F) WOOD TO RECEIVE FLAT STAIN AND NO FiNISH: 1 COAT EXTERIOR SEMI - TRANSPARENT OIL STAIN. G) ALUMINUM TO RECEIVE SEMI - GLOSS ALKYD ENAMEL FINISH: 1 COAT ALKYD-TYPE ZINC CHROMATE PRIMER, 2 COATS ALKYD SEMI-GLOSS ENAMEL. WOOD NOTES: 1. ALL WOOD CONSTRUCTION SHALL BE IN ACCORDANCE WITH CHAPTER 23 OF THE UBC 1991. ALL WOOD SHALL BE FREE OF INCISING AND /OR STRENGTH REDUCING CHEMICALS. 2. PLYWOOD SHALL BE DOUGLAS FIR -LARCH STRUCTURAL GRADE CONFORMING TO UBC STANDARDS 23 - 2 AND 23 - 3. PANEL SiZE SHALL BE 4' - "x8 - ". 3. ALL FRAMING MEMBERS SHALL BE DOUGLAS FiR -LARCH NO.1/NO2 GRADE CONFORMING TO UBC STANDARD 23 -1. 4. STEEL HARDWARE SHALL BE ASTi'1 436 OR BETTER BOLTS SHALL BE ASTM A301. ALL NAILS, BOLTS AND WASHERS EXPOSED TO WEATHER SHALL BE GALVANIZED. 5. ALL WOOD AND PLYWOOD IN CONTACT WITH ROOFING MEMBRANE TO BE PRESSURE TREATED. 12 a 1) O3Z ^t • *"t • s Global Wireless by tr • •Mobile• 19807 NORTH CREEK PARKWAY N SUITE 101 BOTHELL, WA 98011 PHONE (425) 378 -4000 ENGINEERING 0 201 - 11688 - 66TH AVE SURREY, BC V35 1X1, CANADA TEL: (604) 514 - 6432 FAX: (604) 514 -6431 TOLL FREE: 1 - 811 - 345 -4045 EMAIL: mallotrrc,ene.GOm WEB: Www.trkancg.com PROJECT NO 03'15 - 006 i DRAWN BY: B.D.B. i E CWECKED BY: FM i CAD FILE: 035 -006A2 i T4.lE TFOR1 4T i ON CONTAINED IN T -3i 5 SET OF DOCENTS IS °ROPR!ET'AR`.' BY NATURE. ANY USE. OR D 1 5CLOSURE OTHER T+ TI4AT W.4!CH RELATES TO T (L IEN NAMED 1 5 STRICTLY P'ROi4iS TED. ' I r• fin► vt. ..+�,.. .a �.• r+ 3.6 NIJIBIER A -2 I, • a SU5M i TTAL S 3 JAN 213/04 POLE - PE REVISION 2 NOv 20/03 POLE ^+'PE REVISION 1 .A 30/03 ISSUED FOR BPJCC NST. 0 l' "4`'' 20/03 ISSUED FOR REVIEW • Ex 5 NG C - RAtiS�^RM': R • r . Ex ST'NG ( - T ExISTING i STORY BUILDING EXISTING C A5 °1-1AI -1. "4004 I I f l / 1 VCICESTREAM LEASEHOLD LOCATED ON GROUND F_OCR. REFER TO A -4 FOR LAYOUT VOJCESTREAM GPS ANTENNA --FASTENED TO ROOF FASCIA, REFER TO 5-2 FOR MOUNT DETAILS EXISTING BIRCI-4CREST APARTMENTS (2 STORIES) r V , w I ' (N I I it ( i 11.16 0- i ! 1 j I I I i I 11 1 1 1 I / I I I I I , I I i 1 1 I f I I I f 1 1 1 I 1 _ . I I I i I w • • • • • r - • Ex ;STING GRASS AREA. TYP DS14 43.8 .r- • • SEEP G am_ R =P_-�E r .: \�►'s =: -� .�•.3 -►r._ �r`- .r \ ENN-1. AND • v t ExE' t!1 EXISTING GRASS j 1 LAND LANSCAPING 1 V t! I EXISTING STAIRS, TYP, DIRECT BURIED RACEWAYS ■ Li FLAT OF RCEZINS' VIEW TRACT RACT ,4DDITION BLOCK •'O • • 2 0 "x2'- 0 "x4' -0" DEEP GROUNDING VAULT PROVIDED BY CONTRACTOR REFER TO z ELECTRICAL DRAWINGS SAWCUT AND REPAIR ALL DISTURBED ASPHALT TO ?"MATCH PRE-CONSTRUCTION ----- CONDITIONS III IN IN a Ila 111 _ __,._,_____ G_ OUTI —I 14014-1 STREET CLARK STREET) te r' r te/ NBr'52 "W 300.00 i v al EXISTING CONCRETE EXISTING GRASS ."11 (AND LANSCAPING EXISTING-) ASP4-IL AT 1 PARKING _ - C C as R~ ER R= .' • ^ •:- .. -- -• \ c 1 -�� \--PROPERTY '. INE, T `'Q. 1 EXISTING C+- IAINLINK FENCE, TYP 111 Y 1 \, D5 ( I j 12 ii , i . • • • j . l , _EDGE OF'EXISTING - 1 - OVERHANG t1) EXTRUDED CURB. r* I 1 I I TAX N8 300.00 - SCL TO REPLACE EXISTING 40' -6" A.G.L. WOOD UTILITY POLE (POLE x'4006) W IT► -+ 34 -6 A.CsL. STEEL UTILITY POLE AND INSTALL VOICESTRE4 ANTENNAS AND ASSOCIATED APPURTENANCES. RE ER TO DETAIL 3 FOR ANTENNA LAYOUT SITE BENC -I MARK _ SET RE BAR I CAP 'DC I CONTROL" ELEV.= 219.49: SITE FLAN 0 4 8 20 SECTOR r "17e-+ C a i -6 411 -:. SE C . ✓'� C ��c•cR - 'A,G _L \ ANTENN •4 L 4Y OUT T yr . EXISTING GRASS C AREA . TY P PARCEL LINE , TYP. • N8 � ai1 ; gi . - � -, pc - • �r S--..CC �1 /w -./ v EXISTING GRASS c _ AND LANSCAPING 1.• • • • • • • r i • D514 26.0 • EXISTING POWER VAULT E XISTING 54-IED • • r - • • • • • • • -1 • 0 UTILITY POLE •4008 WITH STREET LIGHT 4 DOUBLE CONDUIT ON E SIDE • *W ifi A z 1' •1 BUILDING NEIGNT = 1?.0' AT BOTTOM OF EAVE -, rD EXISTING C ASPS-IALT SITE WORK GENERAL NOTES: !. CONTRACTOR TO CONTACT ALL UT1. !ES FOR :._OCA7iCN UNDEW-IROUND SERVICES. SERVICE LO'",..-4."'at•6 7 0 BE C.ONFIRMED PRIOR '0 CONSTR.CT'ON. DRA4;ANG5 ARE INTENDED AS GL.IDELNES AND 'IL-ST BE SCON PC N 7.3.4e% CONS o •2.1.3007 NOTES: SITE PLAN INFORMATION WAS OBTAINED PROM A SURVEY PREPARED BY D..NCANSON. COMPANY INC., DATED 05/20/03 LEGAL DESCRIPTION LOTS 1 3 TI-4ROUGH 11, ESL DC< OF ROBBINS' VIEW TRACT ADDITION, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 4'1 OF PLATS, PAGE W, RECORDS OF KING COUNTY, WAS4-.INCsTON EASEMENTS NO TITLE REPORT PROVIDED AT THIS TIME. EASEMENTS AND/OR OTHER RESTRICTIONS MAY AFFECT Ti4E SUBJECT PROPERTY THAT COULD BE DISCLOSED UPON RECEIPT OF TITLE. NOTES NO TITLE REPORT PROVIDED AT THIS TIME. LECiAL DESCRIPTION PER KING COUNTY ASSESSOR'S ABBREVIATED DESCRIPTION. 2 FIELD WORK COMPLETED MAY 14, 2003. LEGEND Difla TREE LEGEND EX'ST'NG EVERGREEN TREE - • • # \ CORRESPONDS 1.1.1 TN ITEM NUMBER N 'SCHEDULE B' OF TITLE REPORT EXISTING BURIED GAS LINE EXISTING OVERHEAD POUJER EXISTING BURIED POWER LINE EXISTING WATER LINE EXISTING SANITARY SEWER EXISTING STORM DRAIN EXISTING CHAIN LINK FENCE EXISTING WOOD FENCE EXISTING BARBED WIRE/WIRE FENCE EXISTING CATCH BASIN EXISTING FIRE I-4YDRANT EXISTING GATE VALVE EXISTING WATER METER EXISTING PAD MOUNTED TRANSFORMER EXISTING TELEPHONE RISER EXISTING LIGHT STANDARD EXISTING UTILITY POLE EXISTING POLE GUY WIRE EXISTING SPOT ELEVATION EXISTING SANITARY SEUER MANHOLE NOTE: ALL ELEVATIONS SHOWN ARE ABOVE MEAN SEA LEVEL (Arl5L) ELEVATIONS REFERENCED TO TI--4E NAVD 88 DATUM. ALL TOWER, TREE AND APPURTENANCE HEIGHTS ARE ABOVE GROUND LEVEL (AGL). 1-1EIGHTS REPRESENTED ARE ACCURATE TO t 3 FEET OR ± 1% OF TOTAL HE IGI4T, WHICHEVER IS GREATER EXIS1TNG DECIDUOUS TREE AL TRUNK DIAMETER (IN) SITE INPORMAT ION CE=CEDAR DF =DOUGLAS FIR ON:..." AND 0"-ER "liPES AND VEC. sETAT i MA"" EX'S'. '3606004 a 465 4 . 1.00 roe E LtI"'NG t ‘OL.1 E DISCLI4rIER 19807 NORTH CREEK PARKWAY N SUITE 101 BOTHELL, WA 98011 PHONE (425) 378-4000 ENGINEERING SURREY, BC V35 1X1, CANADA TEL: (604) 514-6432 FAX: (604) 514-6431 TOLL FREE: 1-871- 345 - 4045 EMAIL: mailetrksne.c.ort WEB: www.trkerig.com !PROJECT NO: DRAWN BY, !Cr-EC-PC-ED BY: !CAD FILE: 1 SET OF DOCUMENTS IS PROPRETARY TWE CL :ENT NAMED STR 5 I A-3 • • • SUBMITTALS 3 JAW 28/04 POLE TYPE REVISION 2 ? v 20/03 POLE TYPE REVISION JUN 30/03 . ON5T_ ,561.ED FOR SPC, C �['tA`r 20/03 , !SOLED FOR REVIEW . • ./ER.F R` ✓ ✓ vv v \ .�• Y� `s. ..� ER R• r' R _C I- i !I • - T • E.EC''R!CAL EQUIPMENT MOUN 'ED `Q WALL. REFER '^ ELEC''RICAL DRAWINGS AN - ENN : %"�B -- .,; '">✓ !III III! -` .-.- r +e . / : ` \ S-E_'L _CC R ,\ C• RE =_ -LSE : _ < E ! f / r k_ - J- I !i Fii'Cv i DE DOOR CAL; FRAME INTO ELECTRICAL ROOM 'L ELECTRICAL EQUIPMENT \ - MOUNTED TO WALL, REFER TO ELECTRICAL DRAWINGS - 4 CAP OFF ALL EXISTING OBSOLETE PLUMBING INSIDE STUD CAVITIES AND PROVIDE DRYiWiALL AS REQUIRED TC FN!S 4 WALL This D ESiGN IS BASED ON 4 ST AT I CNART BATTERY S'T STEM NOT E/CEED ING 50 GALLONS BATTER`l SUMMARY QUANTITY" OF BATTERIES VOLUME OF ELECTROLYTE /BATTERY ,r GALLONS TOTAL VOLUME OF ELECTROLYTE = (5)(0.15 GALLONS = GALLONS ELECTROLYTE 15 40% SULFURIC ACID (1-425O4 TI- 4EREFORE, TOTAL VOLUME OF SULFURIC ACID = 0.4x& GALLONS = 2.4 GALLONS f EXISTING ELECTRICAL ROOM Ex:5 -' WOOD FRAmE CONSTRUCti Oti I . II II I II . I I 1 I I I 1 I - - y t / I I 1 I I ! I • 1.- I' .. Nr = EQUIPMENT LINEUP: A -SITE SUPPORT (EXTRA TALK) CABINET (8821bs) S -NOKIA ULTRASITE CABINET (845I6s) C -NOKIA ULTRASITE CABINET (845Ibs) D - FUTURE UMT5 WCDMA (845Ib5 ) EXISTING WALLS TO i3E MODIFIED AS INDICATED TO HELP IMPROVE SOUND DAMPENING. AN ACOUSTICAL ANALYSIS WAS NOT UNDERTAKEN. RESULTING SOUND LEVELS OUTSIDE OF LEASEHOLD ARE NOT KNOWN. DUST EXHAUST Ti4ROUGN EXISTING - ELECTRICAL ROOM AT CEILING LEVEL. REFER TO NOTE I AND M -1 FOR DETAILS PROVIDE SOUND DAMPENING MATERIALS BY SUPER SOUNDPROOFING CO, vi STA CA OR APPROVED EQUAL. (PHONE: 1-760-14e-104'W INSTALL AS PER MANUFACTURERS RECOMMENDATIONS 3 I• I' I: i 1 -¢ C b. • SUP =R SOUNDCL IPS \ A=P_` C--4 _S C EX S' NIG AA"' tics SO..N✓ •tiG S T F /R E CA - C-:.. -L< -.�. �E _NC: - . PEN ING SECCN FASTEN GP& ANTENNA CABLE TO RAINWATER LEADER W!TI -I STANDARD /- NOSE CLAMPS AT 24" 0 /C. PAINT CABLE WHITE TC MATCH GPS ANTENNA CABLE FASTENED TO UNDERSIDE OF CEILING AND 2ND FLOOR DECK EXISTING RAINWATER LEADER \- EXISTINCs CCLUMN COMBINiA'ION LOUVER WITH MOTORIZED DAMPER. REFER TO 1"f -1 FOR DETAILS Y • FLOOR 7 1 f - - A C3 ES r cam'E..= PROVIDE HOLE IN EXTERIOR WALL FOR GPS ANTENNA CABLE TO PASS THROUGH. PROVIDE PVC SLEEVE IF REQUIRED AND SEAL AFTER CABLE INSTALLATION 6" RIGID PVC CONDUIT FOR vCICESTREAM ANTENNA CABLES, TYP. OF 4 CORE HOLES AS REQUIRED IN ' FOUNDATION WALL FOR A CONDUITS TO PASS THROUGH. SEAL AND MAKE WATERTIGHT 0 I' fi i I i •I . i ' -.b.f.' i 11111111 12" VERTICAL CABLE LADDER 1, 111111 111, 11111111 1111111/ I' } CE :L'hG 11111,11 1111 171 YERT TRA- / I I / / / / / / / // / / / / , / / ., / �' -- / - ../ / 1 1/2"-21 0 11 FASTEN ANGLES TO CEILING WITH 1/4" DIA_ x 2" LAG SCREWS L 2 'x2 "x!/4" 4..E5. LE' GT+-! 'O Sur' I'v ORDER TO E' 4GA; 2 5'1.1D 5 F.slr`1 .:„E5 ... /► — 1 . 4 Cs :'\ VERTiC4L CABLE LDDE ID ETAi L C 6' r CRAWL SPACE LEASE34OLD SECTION TELCO CONDUIT FASTENED TO PAVERS WITH C CL AMPS, REFER TO ELECTRICAL DRAWINGS DUCT EX4 -4Au5T TiROUG; -■ EXISTING ELECTRICAL ROOM AT CEILING LEVEL. REFER T O M -I FOR DETAILS ELECTRICAL EQUIPMENT MOUNTED TO WALL, REFER - 0 ELECTRICAL DRAWINGS I. DO NOT CUT EXISTING WOOD STUD FRAMING. it I II IF' I/8 NOTES: TELCO CONDUIT FASTENED TO PAVERS WITH C CLAMPS, REFER TO ELECTRICAL I DRAWINGS , , 2' 0 "x2'- 0 PAVER I/ �l DETAIL J N T5 6 5/8 6 3.8 ■ m i c ci[ WARNIN - A W4FRNONG .: GN r' ETAVLS r UNISTRUT P2543 C/W CLAMPS P20 - 10 6" RIGID PVC CONDUIT FOR VO ICESTREAM ANTENNA CABLES, TYP. OF 4 3/8" DIA. HILT' KWIK BOLT II EXPANSION ANCI.40R EMBED 3" MIN. TYP. 2'- 0 "x2' -0 "x4" PAYER • JOY 4:. -•� tiG 5 s■S As -" ✓C�`��►`' LO-E '0 S C.s�4 ..4 \G S, :./''C _ E "=R•NG 5- -1•',� ..5E : -C'R •+,D.: ` �►•:� k•'''% 2 - 1 � •-.•=__ _ °1 • • - �E D ER _ r .) 5 jam 19807 NORTH CREEK PARKWAY N SUITE 101 BOTHELL, WA 98011 PHONE (425) 378 -4000 1 ENGINEERING °201 - 11688 - 66TH -1 AVE SURREY, BC V35 1 X1, CANADA TEL: (604) 514 -6432 FAX: (604) 514 -6431 TOLL FREE: 1 -811- 345 -4045 EMAIL: mall•tricerlecom WEB: www.trkenq_com PROJECT NO: 03'15 -006 i 'DRAWN 8Y: i C+•ECKED dY: FM. i CAD FILE: 0315 -00644 i T44E iNFORMAT =.ON CONTAINED IN T14;5 SET CF c>OcurIENTS =5 PROPRIETARY Br NATURE_ AN .i5E OR D'SC..OSURE OTHER 7+ -44.N T;-IAT L 4ICe-• 2 TO T;. CL !ENT NAMED '5 STR'CTL`" 'KITED. iA : 4 411 .1114. am .r - S :bsc, 41• NN....% A -4 I SUBMITTALS 3 JAN 28/04 • OLE r flE REVISION 2 NOV 20/03 • - c Qcc _ ti 1'- C • - -_ y T.C. ANTENNAS 45' -0" A.G1 B.O. ANTENNAS 39' -0'' A rsj T.O. TELEPHONE LINE 20 A �Cs 1. ____ - -- ----- ---- — " - _ �i -- - � !./ / VOICESTREAM ANTENNA, T"`""''. OF 3 VOICESTREAM LNA, TYP. OF 6 &CL TO REPLACE EXISTING 40' -6" A.G.L. WOOD UTILITY POLE (POLE "4006) UITI -■ 34' -6" A.GL. STEEL UTILITY POLE AND INSTALL vOICESTREAM ANTENNAS AND ASSOCIATED APPURTENANCES. REFER TC A -3 FOR ANTENNA LAYOUT SCL TO TRANSFER EXISTING POWER LINE TO NEW STEEL POLE SCL TO TRANSFER EXISTING LIGHT TO NEW STEEL POLE SCL TO TRANSFER EXISTING TELCO LINES TO NEU STEEL POLE NOTES: ALL ELEvAT►ON �iE .'s - S ARE BASED FROM THE E CIRO, LE ✓EL FLOOR. L I 2. REPLACEMENT 3rEE_ u7-1TY" POLE, ANTENNAS 4 ALL MOUNTING HARDWARE ui!LL BE K 'A!NTED DARK BROWN TO MATC+ -4 THE COLOR OF 4E EXIST !'�G %T!_ TY POLE. *� 3. PROPOSED PAC L! _AS BEEN DESIGNED TO MINIMIZE "1 v!SUAL PRESENCE OF A ;,;!RELE55 COMMUNICAT!ONS FACIL' TY. -+'LE NIEE'!NG Ti-+E COVERAGE OBJECT;VES SECTION ' A.G.L. STEEL UTILITY POLE (12) 15/8" ANTENNA CA5LE5 19807 NORTH CREEK PARKWAY N SUITE 101 BOTHELL, WA 98011 PHONE (425) 378 -4000 '201 - 11688 - 66T1 -4 AVE SURREY, SC v35 1x1, CANADA TEL: (604) 514 -6432 FAX: (604) 5'14 - 6431 TOLL FREE: 1 -811- 345 -4045 EMAIL: matI.trke tg.com I F'ROJECT WEB: ww L_trka/1g.com NO: 03'15 -006 ! JUN 30/03 ISSUED FOR 8P !C/COW". ' PALE T-;.pc REVISION 0 MAY 20/03 ISSUED FOR REVIEW TuE R.FOR'''IAT'Oh TAINE D `N T 415 5ET OF oocipiENT5 '5 PROf'R!ETAR" 3`' NATURE. AN"' ..5E CR I:>SC:.OSURE C *4E4 TI-+A\ r• -+,4* .,IF+1C64 RELA'E5 TO 7 CL IEN' NAMED '5 5T4i CTL" °R04tB • • • ft • 1 N A" /--t_ — 2. —�— AW\v. _ . _ \11\111ii11>J'A yk liN�1t++ +A+111W\11U11Y _ , 1!,1111 \ut\1N111>,1�1� . _ / \ \ 1 • \ ' !1 \\ \ \ \ \ \\\\\\\ \\\\\\\ \ \ \U1\\ / , \ 1 `` ■ ♦ • a \ \ \ \\\ \ \\ \ \ \,l, „ „ \ \\\\\\ / / \\ 1 • • \ • / {, \\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \\ \ • • 1 • \, / // • , • \ / • % * \ • ■ / / / / ui '\ U \ z \ Q w \ 4 \ w \ _1 W 0 d) 0 / / r • \ • • �\ / \ i - \ / / / / • \\ w • 1 / \ \\\\\\\\\\\ \\\\ "Z* \ \\ \\\\\ \\\ \\\\\ \ \ \a\\\ \\\\\\\ \\ \\y�\\\\ \\\ \ / / / / / / / st- -- - , / / / / / / / / / / / / / \ t / / / / / / / r - I r- I1 , Z 11 °l1 /l. b „8/5 S ,Z I L 4191/11 P 1191/11 L 111/£ 17-.43 II �I ' - IC Q z 1 • is”. sar ...r.rs -I .— __.. „S/C t' ,9 4 r u91/C1 4 - +L 1 1 19 � 1 - 1 • 1 ` • ` 1 1 1 �\ 1 gll I 1 1 ` . \ 1 11'1 \ 1 � 11 d) 1 \ 1 ki, � -\ 1 \` 1 L t 1 1 � . 1 ;- (j� - f r — -, ----) 1 1L! 1 1 ■ 1 1 11 1 F- `. 1 I 1 \ 1 I� 1 1 1 \ 1 II , 1 I I 1 1 1 I , 1 1 1 , 11 1 1 R{ 1 1 II 1 1 1 11 1 1. i .. 1 ' :. 1191/I 6 ,r 119►�� 4 • wrortri0 ”" • - • 1 -- � 1 w 11d 1 �tl 1 ;Jo; 4I 4 • 1 P NCTOS IM 4 SUBJECT POLE S 140TI -I STREET I- POTOSIM 1 19807 NORTH CREEK PARKWAY N SUITE 101 BOTHELL, WA 98011 PHONE (425) 378 -4000 x'201 - 1'1688 - 6bTN AVE SURREY, BC V35 1X1, CANADA TEL: (604) 514 -6432 FAX: (604) 5'14 -6431 TOLL FREE: 1 -ST1- 345 -4045 EMAIL: meI Istrken .corn (L�EB: www_trkene.com 0315 -006 03'15 -006.4 SUB (TTALS 3 JAN 28/04 Vii~ r' REVISION 2 NOV 20/03 �'O'_E 1YF'E REVISION 1 .XJV 30/03 r 55�JE7 FOR BP�GOM5T. 0 P' A'r 20/03 ISSUED FOR REVIEW fNFORf" 1.4T c..0 TAiNED !N T14:5 SET OF DOCa !Eti - S ;5 P'RORRIET4R' r e'Y NA'ree RE. ANY uSE OR Di5CrO5URE OTC 1EQ ?i+41s 'SAT 4,)641C.: REI.A? ES TO Ti-E GLEN*" NA"TED i5 STRICT =`! 1 = 1 R044 TED. 0 • P NCTOS IM 4 SUBJECT POLE S 140TI -I STREET I- POTOSIM 1 19807 NORTH CREEK PARKWAY N SUITE 101 BOTHELL, WA 98011 PHONE (425) 378 -4000 x'201 - 1'1688 - 6bTN AVE SURREY, BC V35 1X1, CANADA TEL: (604) 514 -6432 FAX: (604) 5'14 -6431 TOLL FREE: 1 -ST1- 345 -4045 EMAIL: meI Istrken .corn (L�EB: www_trkene.com 0315 -006 03'15 -006.4 SUB (TTALS 3 JAN 28/04 Vii~ r' REVISION 2 NOV 20/03 �'O'_E 1YF'E REVISION 1 .XJV 30/03 r 55�JE7 FOR BP�GOM5T. 0 P' A'r 20/03 ISSUED FOR REVIEW fNFORf" 1.4T c..0 TAiNED !N T14:5 SET OF DOCa !Eti - S ;5 P'RORRIET4R' r e'Y NA'ree RE. ANY uSE OR Di5CrO5URE OTC 1EQ ?i+41s 'SAT 4,)641C.: REI.A? ES TO Ti-E GLEN*" NA"TED i5 STRICT =`! 1 = 1 R044 TED. 0 • r :-IAN'' A N'N COEC '2 'C5 Z , .E TAGGING: 3. ALL COAXAL CABLES "'C BE MARKED a COLOR CODED TAPE TO COLORED ELECTRICAL TAPE SHALL MARK EACH END OF CABLE AND ‘NOT . Q INTERFERE w'TH WEATHERPROOFING). 3.3 IN 4DD'TION TO TAPE MARKINGS, EACH END OF EVERY CABLE SHALL VC!CESTREAM) INSCR'BED WITH NUMBER AND COLOR OF TAP=. CCAxI4i_ CABLE SPEC :FICATIONS REQUIRE CABLE SUPPORT EVERY 3' -0" SQUIRED 7- C T�-4 S 1 ?EQ'.U'RE^MENT. E -Q ""_ '` • =E 4,\:- - • �" �-• \ 3 • R •'ti SITE LOADING C+-ART NECESSARY. INDICATE THE ANTENNA SECTOR. EACH END OF JUMPERS A5 CLOSE TO EACH END AS POSSIBLE. ALSO BE FITTED WITH BRASS LABEL TAGS (SUPPLIED BY ON CENTER CONTRACTOR 5 -+ALL SUPPLY SUPPORTS AS !� ,"►T*- ER;DRJCF'NG v -- :�'rTEN!�;4 w BUTYL TAPE (AL50 KNOWN AS MASTIC, TAFF `° TAPE) N rE: vER' • L.. � CON'NEC'TIONS 54-4A:,...1„. 54-4A:,...1„. BE - 4 E 20M T BOTTOM UP 5 ;'vER_AP MOVES WATER AWAY PROP-' CO' EC" T ' 'ON '�- ALPHA SECTOR 3 GREEN 4 GREEN BETA SECTOR 1 YELLOW GAMMA SECTOR 3 FELLOW 4 YELLOW 2 YELLOW NOKIA ULTRASITE (EQUIPMENT CABINET) SEC '-f' 's 3 E5 6' -0" SUPERFLEX JUMPER CABLE 6' -0" SUPERFLEx JUMPER CABLE L ' -0" SUPERFLEX JUMPER CABLE PIN (ft 6 -0" SUPERFLEX JUMPER CABLE DIN 6' -0" SUPERFLEX JUMPER CABLE 6' -0" SUPERFLEX JUMPER CABLE 6' - 0" SUPERFLEX JUMPER CABLE �1 [DIN (F)1 6' -0" SUPERFLEx JUMPER CABLE 11 6' -0" SUPERFLEX JUMPER CABLE C D IN 14 ; .. ,'. - i s' 3 - 3 W-D ,...t - 4 ice" BANDS •=.: - 2 f BAi5 E*l�. Ah'A : Q. EC' 0 ": A - EN - E0.0 Cad1NE' 1 5/8" COAXIAL (F; if (F ( --� 15/8" COAXIAL CABLE _ pIN 1 5/8" COAXIAL CABLE 15/8" COAXIAL CABLE 1 5/8" COAXIAL CABLE ]IDIN ((FM 1 5/8" COAXIAL CABLE )LDIN (F)11 [DIN (F)1 1 5/8" COAXIAL CABLE 1 5/8" COAXIAL CABLE 1 1 5/8" COAXIAL CABLE 6' - 5UPERFLEX 1 5/8" COAXIAL JUMPER CABLE CABLE =IDIN (mil - 1It N ANTENNA AND COAX GENERAL NOTES AN ,^,E5;Cx''.A` Oti - COLOR SOD NCI I CEti Cs 3«+ND 3 '� •Z G E ■ BAN= 5 s Csl EN 'BAN:5 WAX 5 CIA . - AL CAE L E . -- ' ": ' SL Ac:7C ' = 'J'' E2 iE C� E .CZr :240 � :240 i�E^5 A ...AVE AVE C. i E ' X E ..� ! O'Q EC 4111%C ✓ .S�i +T E ! C E ACS'+ AN... d �'GE. =Olt .5*"' AN= 1 I� 4I " •7a1:' 0 3 = C, �G' °E'Q : 5 A)( AL CA 'ER E ER '�..::"? CAL � `' R . 'E*l�tl�S CABLE ANC CAA LE ID;A E''ER 3 -0 FL 6' -0" FLEX JUMPER CABLE JUMPER CABLE DIN- ----d -_ - - -- i ,JrLNA]( 8 - FLEX JUMPER CABLE :]� - --� 3' - 0" FLEX 6' -m'' FLEX JUt" tPER CABLE JUMPER CABLE DIN (F)] ( - - �LNA JCS 6' - 0" SUPERFLEX 15/8' COAXI,4L JUMPER CABLE GABLE ] JIOIN (Fjl D N (F)11 rt [DIN (F)I ID IN (F)I [DIN (F)I ID IN (F)I DIN (F)1 FLEX 6' -0" FLEX JUMPER CABLE JUMPER CABLE [ _- -_-_1 Ci _ - - b._�AII - [LN 3' - 0" FLEX JUMPER CABLE 3' - m" FLEX JUMPER CABLE 8' - 0" FLEX JUMPER CABLE 8' FLEX JUMPER CABLE 8 FLEX JUMPER CABLE i 3 1 COAXIAL G,4BL E DIAGRAM 6' -0" FLEX JUMPER CABLE 6 -0" FLEX JUMPER CABLE 8' - FLEX JUMPER CABLE 3' -0" FLEX 6' -0" FLEX JUMPER CABLE JUMPER CABLE (F)1 C 7[LNA J L EM5 DR65 19 - 02DPQ EMS DR65- I9 -02DPQ EMS DR65- 19 -02DPQ 19807 NORTH CREEK PARKWAY N SUITE 101 BOTHELL, WA 98011 PHONE (425) 378 -4000 •201 - 11688 - 66TH AVE SURREY, BC v35 1x ?, CANADA TEL: (604) 514 -6432 FAX: (604) 514 -6431 TOLL FREE: 1 -811- 345 -4045 EMAIL: maII•trkng. ecom WEB: www.trkeng.com PROJECT NO: 0315 - 006 3 JAN 28/04 POLE TYPE REv15lO 4 NOV 20/03 PALE TYPE REVISION 1 Jl1�f 30/03 THE INFORMATION CONTAINED Ili Ti SET OF DOCUMENTS i5 F'ROPRiET4Rv' BY NATURE. 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L fir/ 0 0 0 ■ 4 3/!6' t4 an cv VOICESTREAM EQUIPMENT PLINTH, TYP. PL ,NTH ANCHOR HOLE, TYP. OF 4 PER PLINTH _CENTER LINE CF - TOLES COORDINATE TERMINATION OF CONDUITS WITI -i FOUNDATION DESIGNER • 101 f• 1O1 161 1 1O 2'- 0 "x2'- 0 'x4' -0/ DEEP GROUNDING VAULT PROVIDED BY CONTRACTOR. REFER TO ELECTRICAL DRAWINGS l r SCL TC REPLACE EXISTING 40'47" AG.L. WOOD UTILITY POLE (POLE "4006) WITH 34 -6' A.G.L. STEEL UTILITY POLE AND INSTALL vOICESTREAM ANTENNAS AND ASSOC i ATED APPURTENANCES J --1 1 I I I L (4) 6" RIGID PVC CONDUITS DIRECT BURIED FOR ANTENNA CABLE ROUTING - 3/4 " =1' -0 0 1 G� A.ti'�iA 6 ■ ■ ■ '. - ` -_ -_1 I ■ • - ■ '.. , ,`` ■ - - - --I GP5 ANTENNA An i 1/4" D ; A. 4-+OL.E •". • ROI '-+ BENT _ ATE I i II_ .1 sts 1 I ji _I Lam► - ✓ : `.45C CV' • 1 1 5''6 C� c' E 1/ .- ✓ `. i+ 3 LONG L -..G 4 GPS NTENN Z MOUNT 11111/11 /111111/ 11111111 GPS ANTENNA CABLE - FASTENED TO UNDERSIDE OF CEILING W! T4-1 C CLAMPS VOICESTREAM EQUIPMENT /1111111 111111/1 11111111 1111111 1111111 1111111 11111/19 1111111 1 111 1 11 � � ANTENNA CABLE ROUTING DETAILS / r I. REFER TO A FOR ALL SPECIFICATIONS / / / / / � / / / i / / / / / / •- s NOTES: / / / / CRAWLSPACE L ii!!::; imp P I:. =; 0 a 1 Global Wireless by T • -Mobile.* 19807 NORTH CREEK PARKWAY N SUITE 101 BOTHELL, WA 98011 PHONE (425) 37 8-4000 / ENGINEERING *201 - 11688 - 66T1 -I AVE SURREY, BC V35 1x1, CANADA TEL: (604) 574 -6432 FAX: (604) 574 -643! TOLL FREE: 1 -871- 345 -4045 EMAIL: mall +trkeng.com WEB: www_trker►g _corn PROJECT NO 0375 - 006 I I DRALLN BY: BID -Es. i C.+- IEOCED BY FM i CAC) FILE: 03 -006 52 i / 1 *WE INFOR"IAT CN COSTA NED cN -71.4;5 SET OF DOC IrIENTS ES PROFRIETAR" B NATURE. 4N" :.5E OR D SCLOSURE O.4 -iER THAN -HAT .1- Ci-► REBATES TO THE CL ENT NAMED :5 5TR! CTi_" �'R04ytB1'ED_ A•E SE_A- JA i 2 ? I42\:: I 3'7— S. V yr RC —C ES �i► III / 0 • se S -2 ■ is • 19807 NORTH CREEK PARKWAY N SUITE 101 BOTHELL, WA 98011 PHONE (425) 378 -4000 keeii ENGINEERING 1932 FIRST AVENUE, SUITE 307 Seattle, Washington. USA 98101 Phone (206) 770 -7779 Fax (206) 770 -5941 14-4E INFORMAT"ON CONTA+NED IN T1 SET OFD T5 i5 PROIRIETQ.Y BY NATURE- AN'r ;.5E OR DISCLOSURE OT+ -1ER T:-:AN ?■-+AT ;1h- ►:C+ -4 RELATES TO ' .4E GLEN NAMED IS S T RIG'I Y =ROW !!!,!TED. J E RC - %�"' RE S r /11 V u•r "► 1/4':1' -m" 1 2 5 111111111 SEQUENCE OF OPERATIONS -- _ 2'' -:` E :' E = r :<-: Ys / . � � \ C - + _E - - : .. • `.._ - ..: + - f r �r �r "�. .r ` w \ _'E ��+ ~r .. r+/. �• \'' _ Itir�r - CC . < v • �... -. .r te -- �v ^� t \ ^ '•+�./.T. ~� ~ �.1 �x • • :w�► w i +� • r r F r ./\r v v J'r•� �"� ter. ./ w !r r �� - _ - ' - - - �,= : t = E ` =-= S r ."� .: ,: Cc �..� - -C RrC • 1 CL -C - r V t _.Iw r �✓.� * _ �� / r/ \ -6 •:- V •�. �.. iE .. \C-€6 r , �� ....`� ^ 1.r • S. y' � j 1� : CCc = : '2'� i . �.�`�«r�� : E r MEGNANICAL SECTION ADJUSTABLE REVERSE ACTING Ti- 4ER�1OSTAT TO OPEN MOTORIZED DAMPER ON INTAKE LOL RISE ABOVE SETPOINT. 3. FAN TC 5:-4-IT OFF AND DAMPER TO CLOSE ONCE TEMPERATURE DROPS BELOW ADJUSTABLE 1/4".1 0 1 2 5 t 12 "x12" 'MECHANICAL 2ND FLOOR PLAN LOUVER AND GRILLE SC�IEDtY -E D E SGR ° O's - Pe �.,+ti,..- .�C�vR ^w�'� -4 5_ . C~'7"'B OS _O.VER ...'•-• ^'OR = :.^. �:.`� 2..5*C \ E_ :b 3 13 E_ I r`0..1/R I R....6< �3'S : 1 4 3 ''''—'"N=R'''' ~../J � � .�✓ r r�I+ Cis .�•� ~•"' Ex _ ..r.L .. ' �E ' ' E r - �1 -L � ' J _ /"`mss.. � �C"'�E ✓'.�.E T ' T T I 1 E �..\' irk t — eac f"'- ��'..Q ~' Q O�► E S ° F.A.N. :R F_ `'C' SG�.\:..cL�._._ ed .� R ' D.s. IN''`.a�iG:._ A : .w D ... 51.d' •�.t"t'iNJ"' .:GKS"�C" O�. rE•:Gr C G" ''' 5�..m w J - RcYE4!5E •LG'_ - -S - 11. - 1 1.V �� D v 6 6 5USM f T",L S 3 JAN 28/04 POLE TYPE REv S1ON 2 NOV 20/03 POLE TY E REV15ION J 4 30/03 '5GLED FOR B P /r..dV.ST. 0 MAY 20/03 ISSUED FOR REvtEW - • r • • all 19807 NORTH CREEK PARKWAY N SUITE 101 BOTHELL, WA 98011 PHONE (425) 378 -4000 •201 - 1'1688 - 66TH AVE SURREY, BC V35 1X1, CANADA TEL: (604) 514 -6432 FAX: (604) 514 -6431 TOLL FREE: 1- 811 - 345 -4045 EMAIL: malllotrk ,g.com WEB: www_trk c n .cm 03'15 -006 CHECKED BY: 03"5 -006EI SUBMITTALS 3 JAN 29/04 POLE TYPE REVISION 4Qv 20/03 POLE TYPE REVISION 1 JUN 30/03 ISSUED 1=0R B!�'JC.ONST. 0 MA"" 20/03 i58UED FOR REVIEW THE 1/4FOWIAT1ON CONTAINED IN 11-415 SET OF DOCUMENTS I5 PRROPRIETAR'.' BY NATURE" ANY USE OR DISCLOSURE OTHER T4.4AN T4 W...L,ATE5 TO THE CLIENT NAMED IS STRICTLY PROHIB;TED" � C T 1C4� ,1 ..',: F C Tf .� v �✓ \ � .AJ r . • T •^� L �+ C E ON OF - HE NAT O'NA_ -E ALL APF•'L CABLE ,.N � _ ..,'�� N E .. »: - •\•-, RE G- to O'NS T PER'FCR'`" ALL VER'F'C.+T ON, CRSERvAT C S. TESTING AND E . -'.y"" \:> ON OF wORK CRDERING OF EQ;, MENT AND - -E 4S-L.A. CONSTRUCT ON. 155,4E • A ;OR - ' E\ NOTICE OF A_L F ND:\GS - C THE CONSTRUCT ;ON ^^ANAGER L S\ G ALL mALFJNCTIONS E'EN T AND DI: ES. 4 READ ELECTRICA DRALINGS .J'T.4 -LE DRA..r NGS AND SPECIE r N:5 OF A_- 0.74 -IER • Sc OL NES 'REPORT A SCREPAN CIE& TO SONS R,.CT'ON '"'TANAGER AN CJNSu�TA�.' GARS =`.ALL` ExAMINE THE S''E AND CONS 'ONS OC T4.E PROPOSED WORK TOGETHER' THE WCRK OF ALL CT+ - TR.:►DES INCL.:DE IN THE TENDER PR CE •aLL COSTS FOR U. CRK SuCH AS CUTTING AND PA - C4- -i NG, REROUTING AND 'RE°CS`T'ONING OF ELECTRICAL EQUIPMENT AND k) NNG. '""..-',DE NECESSARY TO ACCO"'r'"'ODATE THE EQUIPMENT AND ELECTRICAL SYSTEMS-. 5+- +0WN. C,.tt NG AND PATCHING OF Ex:ST''vG BUN G TO ACCO" T WORK OF TH 5 TRADE SHALL. BE DONE E: ' ,:WORKMEN SKILLED 'N THE A°AROF'RI ATE TRADES. 6. PROVIDE LABOR, MATERIALS ''''3CELLANEOUS SERvICES, EQu =MEN' IDENTIFICATION (15't MEANS OF LAMACCiD !NAMEPLATES). TESTING AND B 4L ANC ING AND ANY OTHER ITEm5 NECESSARY TO COMPLE -4 -4E LUORK SHOWN AND SPECIFIED. INCLUDE ALL !—EMS NECESSARY TO COMPLY W :T+-+ CODES AN= AUT4-+OR'T.ES JURISD:GTION AND "NECESSARY FOR COMPLETE AND OPERATING ELECTRICAL S" STEMS. WORK SHALL BE PERFORMED IN AN ACCEPT ABLE MANNER BY SK :L_ED 7R4DESMEN. ANY UNSATSFACTORY WORKM A 'S4`: P 54 -+4LL BE REPLACED TC TI'•-+ SATISFACTION OF '-+E CONS;.L"ANT. A SERVICES P'ENETRAT'NG WALLS OR ^L COR SLABS SHALL BE IN CCNDU•' UNLESS S °E C;FIED OTHERWI5E. ALL EX'ST°NG AND NELU CC'NDU: PENETRATIONS T4- 4QOUG44 FLOOR SLAB SHALL_ SE SEALED WITH A NON-SHRINK, "WA FIREPROOF SEALANT' APPROVED BY CCNSULTANT AND LANDLORD 8. 1 -.E CONTRACTOR SHALL X -RA` ; UALLS OR FLOOR SLABS N ALL AREAS REGU'RN'NCG CORE DRILLING. DC NOT PROCEED WI CORE DRILLING X -RAY INSPECTION 4-445 BEEN CARRIED C:.T TC ASCERTAIN PROPER LOCATION F OR PENETR4TICN. CORE DR'LL'NCS IS NC ALLOWED IN COLUMN CAP .AREAS. ° ALL GORE DRILLING OF T4 STRJCTJRE T ► -ROUGH WALLS OR FLOOR SLABS IN AREAS OCCUPIED B' OTHER TENANTS SHALL BE CARRIED OUT DURING HOURS '-AT ARE CONVENIENT TC THE eULDTNC= OWNER AND PROPERTY '" TANAGER. THE C ONTRACTCR ''"'UST PA I R ANY DAMAGED SERvICES AT -CIS - 't:JN EXPENSE. SEAL ALL PENETRATIONS_ PROTECT WORK O `►»'S AND OTHER TRADES, EXIST►NG FINISHES SYsTE' -1°• AND SERVICES WI- +fiC+ -► "TL5T RE'G'AIN IN OPERATION AND-CR REINSTALL ANY EXISTING :E ✓ CE5 WHIG -- ARE TC REMAIN THAT ARE I'MPROP'ERLY INS A•.••.LED OR C AN" 'N•"ERFERENCES ;,`j:T+ -4 NEW CCNS"'R:C T ON. 5C- 'EDULE AND CCOQ.D NATE AL WORK .J ;Tr•. C"'' -4ER ▪ BE=ORE I'NSTALLAT'O\ OF EQt.'!=.•.'EN' -C AVOID CON =_•CT DuRINC CCR GOER , N5'4L_AT ON. `C EX 5' VC SERV CES WI -►ERE_ NEW i•;," R -'N.:s .w _- 3E CO NN EC E:. -, '--E EX . 5' NG. ARRANGE • T--E O.,JNER FOR A 5--ti. ✓ C.,lN PERIOD a...' S '.^. Pc - -• PART ES 13 PRO/DE " E'Pr`R.^-.R °.^....�R 5..PP- 'ES '."... �/ REC �PTAC_E FOR A 'R. -5 TC =AC 1 f -_ . \� ..,. ,,_ SE R/ .-E€ 43 D'RES-ED ` \AGE: � Cmac '- i- v •^.�1 P- -=.�rK AND ...�►� ..'\..SC... �Cn• -�... . /..�1r�.�:. .�`i 4 .- v"N -}+L .� LC ON SC .-...- - -E F"\ 5-_✓ ✓�J 11 �� f��C• • EA AND v C BAC< - I'� RE ST= ,` PANEL BC -:.RD - -E :.R•-:... N�15 L;fCRC \ _ \. ^^.,'"'a -- =D =' BASE 5. .D NG • \ARE 5 CR Ea.. °"'E\ G -POSED C= A5 PER - -E B,. _.� \ OAR N5'R.C" ONE: V V✓ ✓ ----�\ \VV� -� ` N \ _'W .M R RI Win- =EE NC "'_• -� -- =E R..\ - R-, \''_!_. 1.-.AN ._..F_ - = c - =•F e - - • • -- •- _ _ ^� f ` • r C E — •- c�� - ;c ". fir... -"'• • -.. r .ice = + � - ?.. t V ' n —...- . - _== T- ".•i �� v �-- _ ` \ v ...r -- _ - E.. 5 . mow. -NE_ E"2 w. C - 5 •;E E -`E- Cc -- .+._ ENS-RE .-" - v --�- ..-E' '1.. •_ ` NG. P ..CIF 5 w ` ` ` 1 v -• � � �,1� -. -►V �r� !` ~C AND -. .../ RA ea AND 4Z "" E --E ~ ON NE- E. _ _ -r 1° CIRCL "ING SHOWN IS DIAGRAMMATIC ONLY AND IS INTENDED 54-4O...: GENERAL CIRCUIT LOADING AND •aN`'" REQUIRED SE"AR•:TE CIRCUITS. 2C REARRANGE CIRCUITING AS NECESSARY TO ENSURE A BALANCED LOAD ACROSS ALL PHASES OF PANEL BOARDS IN TONED u:'Ti-I' THE PROJECT. 21. PERMANENTLY TACs EAC4 -4 CONDUCTOR OF EVER` SYSTEM IN EACH PANEL BOARD, PULL BOX, J -BCX, SWITC4 -4 BOX, ETC 22 ALL CIRCUIT BREAKERS, FUSES, AND ELECTRICAL EQUIPMENT SHALL HAVE AN INTERRUPTING Si -SORT CIRCUIT CURRENT RATING EXCEEDING THAT TO WHIC4 -! -IEY MAY BE SUBJECTED, (AS NOTED ON DRAWINGS), AND A MINIMUM 10 000 A.! C 23. PRCv!DE A SUITABLE INDEPENDENTLY SUPPORTED AND APPROVED OUTLET BOX FOR EACH LUMINAIRE, SWITCH, RECEPTACLE AND OTHER DEVICE. OUTLET BOX SHALL BE CO"'F'LETE WIT► - COVER PLATE LABELED TO INDICATE BRANC4.4 CIRCUITS CONTAINED THEREIN. WHERE DEVICES OTHER THAN COMMUNICATION OUTLETS ARE SHOWN GROJPED TOGETHER THEY SHALL BE MOUNTED IN A COMMON OUTLET BOX WITH SUITABLE BARRIERS AS REQUIRED. PROVIDE COMMON COVER PLATES OVER ALL DEVICES. 24. COORDINATE ALL LUMINAIRE LOCATIONS t,UIT+ -4 ALL MECHANICAL SYSTEMS. 25. INSTALL A 2001b. RATED 1/8" NYLON PULLROPE IN ALL EMPTY CONDUITS. 26. ALL METAL CLAD CABLES INSTALLED SI BE SUITABLE FOR USE IN BUILDINGS OF NON - COMBUSTIBLE CONSTRUCTION AND CONNECTORS SHALL BE WATERTIG -17. 27. PROVIDE ALL NECESSARY GROUNDING AS REQUIRED BY LOCAL AUTHORITIES AND THE LATEST EDITION OF THE NATIONAL ELECTRICAL CODE. 28. ALL INSULATED GROUND CABLE TO BE GREEN STRANDED COPPER. 29. PROVIDE A SEPARATE GROUND WIRE IN ALL RACEWAYS AND CABLES. 30. ALL EXPOSED CONDUIT SHALL BE ALIGNED WIT4 -1 EXISTING EQUIPMENT AND STRUCTURAL ELEMENTS. CONDUITS 51-IALL NOT BE RUN PARALLEL TO HOT WATER OR STEAM LINES. W4 -4ERE CONDUITS CROSS OVER EXISTING CONDUITS OR LINES, THE CONDUITS SHALL BE FASTENED WITH 4" SEPARATION, MIN. 31_ LIQUIDTIG4 -4T FLEXIBLE METAL CONDUIT: USED WHERE PERMITTED BY CODE. 32. ALL PANELBOARD DIRECTORIES INVOLVED WIT4.4 THE PROJECT SHALL BE UPDATED AND REPRINTED TO REFLECT ALL C4- 4ANGE5 ASSOCIATED WITH ELECTRICAL . INSTALLATION/RENOVATION. 33. PROVIDE PHENOLIC PLA5TIC LAMINATE NAMEPLATES WITH MACHINE ENGRAVED BLACK PLATE, WHITE LETTERS, EXCEPT AS NOTED. NAMEPLATES SMALL BE ATTACHED WITH SELF TAPPING SCREWS OR RIVETS. (UNLESS NOTED OTHERWISE). FLPFER TO NAMEPLATE SCHEDULE. 34. ALL FIRE ALARM CONDUIT SHALL CONTAIN ONLY WIRING USED FOR THE FIRE ALARM SYSTEM. FIRE ALARM WIRING TO BE INSTALLED N EMT CONDUIT ONLY, WIT4 -4 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 RECEIvts AND SIGNALING CIRCUITS AFFECTED BY T4-415 PROJECT. 36. .4 COMPLETE SET OF P.1LL SIZE ELECTRICAL DRA1JNG5 MUST BE ON S;TE AT ALL TIMES. MARK :'A5- BUILT' INFORMATION, IN .^., ON SITE SET ONLY" 3 . - HE CONTRACTOR 5 RESPONSIBLE OR ALL PERMITTING, EI -'\Cs .:N.�. FEES IN CONJUNCTION WITH THE PROJECT 38. - -•E COti'c.ACTOR SHALL SC*+E.r.t.:LE ALL NECE554R " .\9E:: •O NS Ti-4E DOPER AuTe- 4ORITIES AND INFORM VC CE5'*'RE. A`^ 24- HO...4; I N ADVANCE. ALL T'OCE"5 AND ✓E.RIFIC„a - IONS WILL SE SJBMI7rED t0 OWNER 5 o°RE SENT AT vc L ; -'!N 24 4 Ot,:RS AF ER -- `AK_cN 'LACE. c ' c S '& L BE CONTNNUr/ V \ - c `ER'' `4'•O'N ""- +OI.'' S _ "CE5. 4 ✓'DE P . . _ L BOXES WERE S'- .JN AND %OR AN:; ' OR v` d.'h E 5. • NAMEF'LATE SCkWULE I VOICESTREAM WIRELESS 1 I � _ MOUNT ON MER BASE M B METER OR j 4" i MOUNT BESIDE GENERATOR RECEPTACLE 6 " r PROPERTY OF VOICESTREAM WIRELESS EMERGENCY GEN -SET I20/240V, ;PH, 31.11 PROPERTY OF VOICESTREAM WIRELESS 00A/100AF, 240V, 2P.SN FUSED MANUAL TRANSFER SUJITGN MOUNT ON FUSED MANUAL TRANSFER SWITC 4 8 " PROPERTY OF VOICESTREAM WIRELESS 1004 PANEL 120/240V, 1P+•+, 3W 'MOUNT ON PANELBOARD MOt?4T ON LEASEHOLD DOOR 8 " VOICESTREAM WIRELESS SE3559 gib m NOTE: ALL NAMEPLATES TO BE 1/8" T4 -+ICK LAMACOID, SLACK FACE, WHITE CORE, FASTEN WITH APPROVED ADHESIVE. EQUIPMENT SPECIFICATION 1" FUSED MANUAL TRANSFER SWITCH TO BE HEAVY DUTY ;UITI -4 NO. OF POLES, VOLTAGE AND CURRENT RATINGS AS INDICATED C4U LOCKABLE ENCLOSURE_ APPROVED MANUFACTURERS: FPL, SIEMENS, SQUARE D, C;:TLER HAMMER. 2. GENERATOR .RECEPTACLE TO BE APPLETON CAT_ NO. AC.: 41034 -150 - R5 OR APPROVED Ea...AL. 3. PANELBOARD TC BE CUTLER -+HA"' MER POW-R -L• 1NE 1 CAT. NO. P1131C1 -18 C/U. LOOKABLE ENCLOSURE ' 05URE OR APPROVED EQUAL. APPROVED MA.NUFACT:. RS: L 5iE'' 1 ENS, 5QuARE D. 4. L IG+-►T FiX"r1RE TYPE. A TO BE 4 - , 2 5TR!P CA..: ELECTRONIC 541145 2-g327 L4P RS, RFr; ER AND :;..'RE Gi4ARD. APPROVED 1'"4 FACT'JRERS: * ETAL:.x, c LiT- 40v DuPLEX RECEPTACLES AND - OG S,i:'T.i -4E5 TO BE SPECIE CATION GRADE C: w STAINLESS STEEL COvERR"LA EXISTING SERVICE CONDUCTORS EXISTING 600A, 120/240v, 1P14 311) SERVICE ENTRANCE MAIN DISCONNECT C/W FUSES EXISTING 600A, 120/240v, - \ 1PN, 3W METER CENTER EXISTING SERVICE METER, TYP. EXISTING CIRCUIT BREAKER TYP. 3 -•3 TIHHN PLUS •8 � f � GROUND IN 1" EMT 3 -" 3 THI-4N PLUS 18 GROUND IN 1" EMT 600A CABLE LENGTH MUST BE LESS THAN la-0" TO COMPLY WITH NEC 240 -21 (15X1) 100A/100AF, 240V, 2P +5N FUSED MANUAL TRANSFER SWITCH C/W 4 -1004 TYPE I-4RC FUSES i 3 -'6 T444.4N PLUS .10 GROUND IN 1" EMT TRANSITION FROM EMT TO L I QU IDT IG -4T FLEXIBLE METAL CONDUIT 3- TI-11-1N PLUS '10 GROUND IN 1" LIQUIDTIG4 -4T FLEXIBLE - METAL CONDUIT NOK I A E QU I PMENT TRANSIENT VOLTAGE SURGE SUPPRESSER (SUPPLIED BY VOICESTREAM WIRELESS, INSTALLED BY CONTRACTOR) EXHAUST FAN EF -1 2- T4-44N PLUS '12 GROUND IN 1/2" EMT 2 - 1144 -1N PLUS 12 GROUND IN 1/2" EMT C pr - DESCr2=r► ON \ _ CO,`1BINATlON LOUVER WITH MOTORIZED DAMPER SL- - ----`c I -re O 0 - • ~ • • 1 61 0 • e ; • o w • L 6004 f_t • �— 100A A 1004 100AF 100AF 1.8 1004, 2P 0-- 0---- - - -- � -- - • • « . l` C.• - ' 4.1 ' ^ PROPOSED SERVICING ARRANGEMENT 15 PRELIMINARY AND NEEDS TO SE CONFIRMED PRIOR TO CONSTRUCTION. S1NLE LINE DfA,C-cR41"f PANEL SC EDULE ('PANEL A) Cam..` D E SCQ er J` ' L = X- -•:�.5 =L\ EXISTING SERVICE CONDUCTORS EXISTING 600A, 120/240'/, 3u) 5ERvICE ENTRANCE MAN DISCONNECT C/W FUSES EXISTING 600A, ;20/240V, IPH, 3W METER CENTER EXISTING SERVICE METER, TYP. EXISTING CIRCUIT \ `T 1 � BREAKER T1 F. N_ DRILL AND TAP TO OBTAIN A 1004, 120/240V, 1PI-4, 3W SERVICE PROVIDE METER BASE AND ARRANGE FOR SUPPLY AUT4- 4ORITY TO PROVIDE I00A SERVICE METER 3-' TI -44-4N PLUS 4 '8 GROUND IN 1" EMT GENERATOR RECEPTACLE 3- THHN PLUS •S C•sfROUND IN 1" EMT 100A, I20/240V, 1P4-I, 3W PANELBOARD C/W 100A MAIN BREAKER (PANEL 4) 2- TH4-4N PLUS '12 GROUND IN In EMT LIGHT SWITC44 \ �1 \ 2- T4-4-IN PLUS •12 GROUND N 1/2" EMT DUPLEX RECEPTACLES 2- T4-41 -IN PLUS 11 12 GROUND IN 1/2" EMT LIGHT FIXTURES i P 03 4 19807 NORTH CREEK PARKWAY N SUITE 101 BOTHELL, WA 98011 PHONE (425) 378 -4000 *201 - 11688 - 66T+ -4 AVE 5URREY, 8C v35 1x1, CANADA TEL: (b04) 5 -6432 FAX: (604) 514 -6431 TOLL FREE: 1 -811- 345 -4045 EMAIL: ma WEB: www_trkkng.com PROJECT NO: 0315 -006 CI- iEC.KED BY: SUBMITTALS 3 JAV 28/04 POLE TYPE REv1510N 2 >rov 20/03 POLE TYPE lQEV151ON J■ 30/03 t551ED FOR BP./ IN 5T. Ti.:E I1•FOIRSIATION CCNTAINED IN T+- SE T OF DOCUMENT5 15 OPR;ETAR'' BY NATURE. ANY + OR DISCLOSURE OTHER T4-I Ts-.AT 04104 R TO T4E CL 1 EN` NAMED 15 STRICTL PROW IS1TEO. EIPM10:• I i, 2: 41•` w n ••w" JAN 2 9 2004 i 1' i ii II 11 I II 1; I i,s ,c am• = •, • W 48 1 r • t r •1 - �..:.._ - - / / / '1 '1 4 '1 '1 '4 •1 3 u J ... I •" C « 4 L J . -c x2 -2 x -0 ' EfEr" ✓A.... -' c: ✓'DED S„ C PI, LC OBTAIN LOCATES PRIOR TC AN`' EXCAVATION. REFER TO 5 1T WORK GENERAL NOTES ON DRAWING A -3 2" RIGID PVC CONDUIT C/W PUL LROP'E BURIED ( TELCO) •2 SOLID BARE TINNED COPPER L/ i C- BU EL ;I■ ' y ^ 4.41 v �1I f i / , / / / / / i 11 N If 1 f '` 11M If 1 111114 1111 ---C-- z_� _ :r_.-: 11 ii I I/ 1 ! i i 1 l( I 1 H11 rf s_�- -� - - — L IIR 1f ,f'� I +� I I. 111 11 1 11 4 1 I N 1 II / f 1 ,, 11 1 1 fl 1 / I r 1 1 f 1 14 I tilt to Atli .l '1 4 '. s. 1 II 1,11 l f I II f .t ,� Jin ; f 1In t f 1 ,; -- --- - (4 if \ _EX5€ _E •4 CC: �'; • \ Ey S - ' .�i •� - ' E —vim 44IDDEN LINE INDICATES APPROXIMATE LOCATION OF L E ASEe -4OLD ON GROUND FLOOR REFER TO DRAWING E -3 FOR CONT!NUAT!ON 0 / / / �_ _ - -_ / ' / j • / - - 314 0 Z - r TRUE NORTH ARROW S+ -IOWN ON THIS DRAWING 15 APPROXIMATE ONLY AND ''BUST BE VERIFIED BY CONTRACTOR SAWGUT AND REPLACE ALL DISTURBED ASPHALT TO MATCH EXISTING CONDITIONS NONVEHICULAR AREAS: BACKFILL WITH CLEAN NATIVE BACKFILL AND COMPACT TO 90% maximum DRY DENSITY VESICULAR AREAS: BACKFILL W1TH GRANULAR 'A' AND COMPACT TO 95% MDD WARNING TAPE TRENCH SECTION 2 '2 SOLID BARE TINNED COPPER BRICK SAND 2 RIGID PVC CONDUIT C/ i PULLROPE (TELCO) 6'' RIND Pvc cONDu1T FOR ANTENNA GABLE ROUTIN, TYP. OF 4 t : •- L < < ' - r• • I �. Sr ies410 Vv �. .. .s v V t 5 `� ••11...i -►v v .��._... ...-� am. ••••••• _ 5 I E -2 1 � • X' 'N t' 24Cv G �7�.. 4 'rV iP►-� 3Li mEt ^R CENTER REFER TO NO WAL,_ 4C UNT '' L RGE SUPPRESSOR 3 -•✓ '...:+T� oL ir •P -_ C-Rc_ \ ELECT Room EXISTING 600A, 120/240V, 1Pµ, 3W SERVICE ENTRANCE MAIN DISCONNECT C/111 FUSES 2 -'12 TAN PLUS '12 2” RIGID PVC CONDUIT DIRECT —BURIED C/U PULLROPE (TELCO). REFER TO A -4 FOR DETAILS 1" EMT CAI.; 2 -CAT 5 3 -%, T144-1N PLUS 'MO GROUND IN �' EMT ) NCiT ON BOX e-= 1,s m 2 TELCO BOX ---�" EXISTING L1G --IT FIXTURE TO BE REMOVED. REFER TO NOTE 3 = XTJRE Oc CE L �•vG -..o ACT. ROOM NOTES: ALL FIRE RATED WALL PENETRATIONS ARE TO BE CAULKED AND SEALED WITI -d A FIRE RE5!5TANT CAULKING T N Ti-4E ,'N *ECsR�TY OF THE FARE SEPARATION. 2. UTILIZE SONNEBORN TYPE NP -1 CAULKING FOR SEAL.I"NCs ALL EXTERIOR PENE 3. EXISTING L'Cs► -ITING TO BE REMOVED AND TURNED OVER TO OLNER. REFER ''O ELECTRICAL SPECIFICATIONS ON DRAWING E-1, ITEM 14- TRUE NORTH ARROW SHOWN ON TN I DRAWING IS APPROXIMATE ONLY AND MUST BE VERIFIED BY CONTRACTOR ELECTRICAL LEGEND SYMSOI DESCRIPTION A L!C 4TING FIXTURE (TYPE AS INDICATED) =® DUPLEX RECEPTACLE (F :FLOOR MOUNTED, WP = WEATHER�'ROOF) s TOGCs E SWITCH (3,4 =3 OR 4 WAY, P =PILOT LIGHT) EQUIPt"1ENT STARTER - - .v t 19807 NORTH CREEK PARKWAY N SUITE 101 BOTHELL, WA 98011 PHONE (425) 378 -4000 •221 - 11688 - 6b TH AVE ESC C V3 1XI, CANAD TEL: (604) 514 -6432 =Ax: (,04) 5'14 -6431 TOLL FREE: I -817- 345 -4045 EMAIL: mat Ifitric ng.Com WEB: www.trkeng.Com PROJECT NO: 0315 -006 0315 -C E3 SUBMITTALS 3 JAN 28/04 POLE T'I'PS REvfSIpN 2 Nov 22/03 POLE T`rPE REVISION J1414 30/03 f 551,E0 F014 8 °�'GOPLST. 0 MAY Z0 /03 I56UEO FOR REVIEW THE IT'FO S `"ATIQN CONTAINED TJ T4-15 5ET OF Dr UMENT5 I5 PROPRIETARY BY NATURE. ANY USE OR D!5CLOSURE OTHER THAN Ti AT WHICH RE: -A7E5 TO T;-iE CL iE'VT NA."ED '5 STRCTLY °'R0 TED. 6 _ 4` 3""-- 5 RC..- CRE. 5" =^� / As. 3 p. S • c (Sr-:.EE t • • N / SUBMITTALS 3 JAN 28/04 ( PALE T"PE REVISION 2 NOv 20/03 POLE NE REVISION 1 JLN 30/03 ISSUED FOR BP./CT. MAY 20/03 ISSUED FOR REvlEW qb FAS TC 3- ---;\ E"'" E x S. 600A 120/240v 'F=1-. SERv.'...E ENTRANCE MAIN DISCONNE-- (VW L.J5ES 7 - 7 XIS"':\G &00A 120/240V. *-`E CENTER • et L2 Ej TW GREEN IN 1" EMT- GROUND CONDUCTOR TO ExISTING GROUND BUS IN MAN, SujiTC:i4 DRILL AND TAP TO OBTAIN A 1004 , 120/240v. 1Pe-1, 311J SERVICE D O L 3/4"=1'-e' 0 1 C IL Ii 2 NO< ULTRAS TE CAS NE S F. 5...PIPC t C , ),. —p r-e%. 1=.- . = = -4:-= ..,:: \ . .............. 4........„.. -.... a 4...., --... •• f .i.. 4' t • U if Ti fl L1 ELECTRICAL ROOM ELEVATION Ef Cf..; 2-CAT 5 MA,NS T":". FROm Em• TO t•-"E tr i=k = ••■■•• dr- x a... •••• •••• ••• or. Ca • ,•• • ••• • do g vs.• 41 ,v EXISTING 600A, 120/240V, 0 ./ - 1F-1, 3W METER CENTER • EXISTING 600A, 120/240V, 1PH, 3W SERVICE ENTRANCE MAIN DISCONNECT C/W FUSES L IGT!N AND RECEPTACLE RACEWAYS NOT SHOWN FOR CLARITY WALL MOUNT PANELf3OARD T14e4N PLUS *8 GROUND IN 1" EMT 3-•3 T4-4-1N PLUS 0 8 GROUND IN 1" EMT TO GENERATOR RECEPTACLE 'Mb 3-e6 Te-i4-IN PLUS 4 10 GROUND IN 1" EMT TO SITE SUPPORT CABINET T.E3 WALL MOUNT TELCO DEMARC, 18' x24"x10" HOFFMAN BOX 3/4"=1'-.0" 0 2" RIGID PVC CONDUIT C/W PULLROPE (TELCO) 2 3 - •3 •B SRO...h::: FL: 1' EMT CAI) 2-CAT 5 TO SITE SUPPORT CABINET (TELCO) 2-12 T.4-IN PLUS 12 GROUND IN 1/2" EMT TC DAMER I 2- - 1 - 44N PLUS "12 GROUND IN 1/2 EMT TO EXHAUST FAN I S I II LEASE-10L EQUIPMENT ELEVATION GENERATOR RECEPTACLE ELEv.47;CN 4 ■,e C ; 3-•3 TN PLUS V --- GROUND IN 1" EMT TO METER CENTER WALL MOUNT METER BASE TRANSIENT VOLTAGE SURGE SUPPRESSOR (SUPPLIED BY vOICESTREAM WIRELESS, -- -- INSTALLED BY CONTRACTOR) WALL MOUNT FUSED MANUAL TRANSFER SWITCH T 1 • — • ' s. • 19807 NORTH CREEK PARKWAY N SUITE 101 BOTHELL, WA 98011 PHONE (425) 378-4000 i lfirA ENGINEERING not - ri‘as - 66TH AVE SURREY, BC V35 1X1, CANADA TEL: (604)514-6432 FAX: (604) 514-6431 TOLL FREE: 1 - 817 -345-4045 EMAIL: mai! • t rker .C.Ofr WE www.trkewle.coin ROJECT NO 0315-006 C44ECKED BY: CB. I CAD FILE: MI5-006E4 I 7 14E INFORMATION CONTAINED IN TI-4I5 SET GC 1,001 15 PtROPRIETARY BY NATURE. ANY USE OR DtSCLO5URE OTHER T±-1AT i,u1-41C;-3 .ATES TO TWE CLIENT' N.41-7ED IS STRiC.TL`e gl;a01-4113!TED. OPOIED , J 2 S 234 0" ' / 114 /".` Pi" 47. th.# 'Ii (G=31-r- ■ verefallt E-4 • i 19807 NORTH CREEK PARKWAY N SUITE 101 BOTHELL, WA 9801 1 PHONE (425) 378 -4000 6 201 - 1 1688 - 66TH AVE SURREY, SC V35 IX', CANADA TEL: (604) 514 -6432 FAX: (604) 5 ~4 -6431 TOLL FREE: 1 -8T1- 345 -4045 EMAIL: maiI•trkera.Gom WEB: www.trkerg.com 0315 -mob 0375 -006ES 3 -JAN 28/04 POLE '"PE 1 4 2 Gov 20/ 03 POLE REvr5IOly 1 JUN 30/03 i5&.IED =OR BP/CON-ST. MA" 20/03 155LEi FOR REv!E+L T. '*FORP14''0ti CON-A:NE^ tM - SET OF DOC;;' 5 F'RO=' ' gY Le5E OR ✓ SC_O RE r e - ER 1- 4"4AN '+ RE_ATES 'O T4E CL i EN'' NAT 5 5 - L • '''•15'`R GRO.1'`✓ BAR VER' '\ E-1C , •.� ,. -...` GREEN FASTENED -0 ,.E LING AT •8 -0 O/C y — r \CZ �. -�C� \.:. Rc• 1 1 TE L CO BOX ---� !•! 1 1 I V-- - I II : s -- \r T \\i: F t i1 11 lit t 1 � r 1 2^,.\..ED 8,.5 \G ! 1• ! Li 1 1 4r- r= 1 ON DRAWING E -3 1 1 1 a k f r ! !I II ! j'; '.i 1 . I : t .t -� - GREE \ (7 ammo 4.1..■ BOND GROUND CONDUCTOR TC E GROUND BUS IN A'N SWI'CI -i REFER TO NOTE ' 1 '2/0 TW GREEN IN 1' EMIT FA5'EN RACEWAY TO 'UNDERSIDE OF CE'LINtG AT '0' -m" O/C FUTURE NOKI A ui TRA5 1 'E CABINET NOK A :1LTRAG 'E CAS -- .- - - - 1 1 1 1 r '2 SOLID BARE TINNED COPPER ROUTED 11.' `+-I ANTENNA CABLE 1 CONDUITS. REFER TO PART' 44. 1 51TE PLAN ON DRAWING E -2 FOR i CONTINUATION 0 4 5/s" DIA. x 8' -0" LONG COPPER CLAD STEEL E - 6 GROUND ROD 11 /1 / '2 SOLID BARE TINNED , 1 COPPER INTERCONNECT i TO SCL POLE GROUND / 1 J 1 1 1 , 1 / 1 1 1 1 1 1 i 1 I I i 1 I 2'-0"x2'-0"x DEEP GROUND tis / i VAULT PROVIDED S" CONTRACTOR '2 TUI4 CAREEN ROUTED li turn-, ANTENNA CABLES --; ilk CONDU' T '2 50LIC BARE T I NNED COPPER CADJ.Ei DE D '0 °OLE abe a r 1 1 1 1 1 1 1 1 1 1 1 1 1 1 r 1 1 1 1 1 1 r 1 1 1 7 1 1 1 1 1 I f , 1 I 1 I 1 I I r , TRUE NORTH ARROW SHOWN ON TM I S DRAWING I5 APPROX:' - iATE ONLY AND MUST BE VERIFIED BY CONTRACTOR i� 1 1, r 1 1 / 1 1 / 1 1 / / ! / / 1 / 1 / / 1 1 / / // ' 1 � IMP 1 '2 SOLID BARE TINNED COPPER GROUND TAIL, TY GROUND KIT, TYP. ANTEKNA CABLE, TYP_ GRO ND BAR '"'OUN'ED BE ... Ct+. ANTENNAS GROUND BAR MOUNTED INSIDE GROUNDING VAULT GROUNDING SPECIFIC4T!CN 1. GROUND" NG SHALL COMPLY WITH LATEST EDI OF '+-+E NATIONAL ELECTRICAL CODE. MINI1-'!..+N HE \D'\C RAD7JS FOR GROUND CONDUCTOR 5 8 3 NO SP,.. PERMITTED !N GROUND CONDUCTORS 4. INTERCONNECT ANTENNA GROUND LUG TO '2 SOLID BARE TINNED COPPER :IF APPL'CABLE). 5 ALL. GROUNDING CONNECTORS TO BE CLEAN AND FREE OF PANT AT Ti -«E'R NIATING SURFACES AND INSTALLED PER MANUFACTURER'S RECOMMENDATIONS. USE PENETROx OR EQUIVALENT ANT IOXIDANT GREASE. 6. ALL GROUND BAR CONNECTIONS ARE TO BE 2 MOLE LUG COMPRESSION TYPE. STACKED CONNECTIONS ARE NOT ACCEPTABLE. BACK TO BACK CONNECTIONS ON OPPOSITE SIDES OF Tr-IE GROUND BAR WILL BE PERMITTED 7. ENSURE ALL MEClANICAL CONNECTORS ARE TOR.2UED TO THE MANUFACTURER'S SPECIFIED vAL UES. 8. MULTIPLE SONDS ON GROUND RODS TO BE SEPARATED BY AT LEAST 6' 9. MAXIMUM RESISTANCE OF T-E COMPLETED GROUND SYSTEM SMALL NOT EXCEED A RESISTANCE OF 5 OHMS TO EART1 -'1. 10. GROUND WIRES SHALL NOT BE INSTALLED TMROUCsM MOLES IN ANY METAL OBJECTS OR SUPPORTS TO PRECLUDE ESTABLISHING A "CMOCE" PONT. 1 FERROUS METAL CLIPS ,;ri••HIC-4 COMPLETELY SURROUND THE GROUND WIRE SMALL NOT BE USED. METAL CLIPS THAT DO NOT COMPLETELY SURROUND THE GROUND WIRE OR PLASTIC CLIPS ARE ACCEPTABLE. 12. GROUND BARS SMALL NOT BE FIELD MODIFIED. 13. ALL ANTENNA AND : iROUND CABLES TO EXIT CABLE TRAY `/1 A SIDEWALL PENETRATIONS C/1.11 GROMMETS. 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 OI4MS RESISTANCE. T► -4REE DISTANCES SMALL BE USED: 1 AT 100 FEET, ' AT 70 FEET, AND 1 AT 35 FEET. TNESE DISTANCE ARE SUBJECT TO A SITE BY 5ITE BASIS. VOICESTREAM SHALL SE GIVEN 24 4 -4OURS NOTICE, BEFORE TESTING IS TO BE DONE. T1-4E COST ASSOCIATED WITH GROUND TESTING WILL BE AT THE EXPENSE OF CONTRACTOR 13 94 t , Pt-wet- :;,-•- • 19807 NORTH CREEK PARKWAY N SUITE 101 BOTHELL, WA 98011 PHONE (425) 378 -4000 '201 - 11688 - 66T4-4 AVE SURREY, BC v35 1X1, CANADA TEL: (604) 514 -6432 FAX: (604) 5 -6431 TOLL FREE: 1- 811 - 345 -4045 EMAIL: mailotrkerua.GOm WEB: www.trkrlg.GO+* 0315 -006 0315 -006E6 3 J JAN 28/04 E Dr 1 = 1 E REv15 +�1 2 I' O ' 20/03 VOLE ' 'r RE /1S+oN 1 A N 30/03 55UEC FOR BPJCON5T- 0 .AY 2 ©/03 :56UED FOR REvIFU SUBMITTALS T !1.FOR1 iON CONTANED iN ?+-+;5 SET OF DOCUMENTS 5 PROPRETA R'r B"r NATUf. AN" uSE OR C : 5CLOSURE on-ER Tt4AT; T4-.AT ;;1►+IC;' -+ RELATES 'O TµE CL!E NAI'+EL '5 ST iCTL` +18!'"E. • C ":"..°R ,., ...., ✓ �i� / • r r f . _ \ -^ \\ L►v \i v ' q T L GROUND BAR MOUNTED INSIDE GROUND VAULT •2 SCL ID BARE TINNED COPPER SOL :D BARE TINNED COPPER INTERCONNECT TO 5CL GROUND "2 'Li) GREEN ROUTED WIC N ANTENNA CABLES IN CONDUIT TO GROUND BAR D!RECTL` BELOU AN'ENNAS 1• ` NE .; r / � y . _ r ■ O+"• WI' T ' • 1 ✓_ SOL °C BARE TINNED COPPER CAL u)ELDED TO POLE 2' - 0 "x2 - t "x4' -0" DEEP GROUND VAULT PROVIDED BY CONTRACTOR ANTENNA CABLE, GROUND KIT, TYP. GROUND TAIL TYP. si 1 J r sc_ - \\ E.E D 3■1 cv l *2 SOLID BARE TINNED M COPPER ROUTED 'JITI -; ANTENNA CABLE CONDUITS N \ N N GROUND ROD, TP N RCD �;r 1 Tui GREET ROUTED / - l.�i;T GPS ANTENNA CABLE TO ROOF u -_ N SITE SUPPORT c EXTRA TALK) CABINET '2 SOLD BARE TINNED COPPER ROUTED WIT+-; ANTENNA CABLE CONDUITS 0 *2 T GREEN TC NOKI A / 5 I TE CAB NET 0 ,`" e ( �� Ire \ '- `- ;1- L j jH ■< ) I -. `< A - 0 _ N.TS ME' =J NOKIA ; E ULTRASITE CABINET ! !. 1 1 1/2 " :1' -0" 0 1 2 3 NOK ULTRASITE CAB NET "2 SOL1L BARE TINNED COPPER TO MASTER �\<. GROUND BAR GROUNDING ELEVATION "<L ' - 1 () 0 = __- , 1 ' _ ANTENNA CABLE GROt KI T5 i1 14 1 11= I i= -. ..i /'�..�� w �t coi i'dINC: arc FUTURE LIMTS ;; WCDMA 2 TW GREEN TO - MASTER GROUND BAR Ii--7J 11_ 1= I_ 1 1- 11 1= 1 1=: ''*". 5TE ► ' &ROUND 5.41R D E T-v L :1 I� J v2 T;• GREEN RUED �-- W' Tl•. GPS ANTENNA CABLE 'O ROOF % GREEN TO - F L OC BOX •2/0 'W GREEN TO 1N 1" r-- E'T TO EX!5T1NG GROUND 13u3 IN '" TRANSIENT VC L T AGE 5URCsE SUPPRESSOR (SUPPLIED BY VOICESTREAM WIRELESS, INSTALLED BY CONTRACTOR WALL MOUNT PANEL BCARD I WALL MOUNT TELCO T DEMARC: 18 "x24 "x10" I 44OFFMAN BOX 2" RIGID PVC CONDUIT CAI) PULLROPE (TELCO) ND • • AND SIRAOCTS r•-. _ f -," - 4 r • /, '03)03 ' ^ C / - i • •/ '/_- j / \ J \ / , . /. ' \ ' \ / \ . �. • • \ ` - ./ - \ \ \ - .- .� `�\ \ / \ \ ' / / ' \ /, /'•. /\ � /` \/ / \ \ ` `; , / / / / / \`- - / ;\ �` � \ \ /� / , / \/ \' J '` ` ; • / \ ' \ \, \\ \ \\ • , ` '= CaRCLINC. • • RESTORE GRADE TO MATCI4 PRE - CONSTRUCTION CONDITIONS �: ; GRC:tND Roc) ETL • I�y r r, -... P,.- 11 .c�-b; SU5MITTALS 3 JAN 29/04 POLE TYPE REv1SION 2 • NOv 20/03 • POLE T~PE REv!5 ►ON 1 • Jri�I 30/03 ;56UED FOR B.PJC4NST. 0 MAY 20/03 4SSLED FOR REvEw • I QUAD AN—EN , ANTENNA JU''^F'ER CABLE -- •2 ��.;; RE F.\ TC ANTENNA ' iCL.v' BAR "CJN`ED STEE BELL ANTENNAS '« -.- GREEN G.. - E TC ■ < < ... IN (i 2 t- o - ANTENNA JUMPER CABLE • LNA TW CsREEN TO LNA GROUND KIT WITH WEATkERPROOF KIT, LOCATED BELOW ANTENNAS, TYP. ANTENNA :ABLE GRC ,N^ +TL. IJE4 !CT NEAR r ■ GR^..Vr E r GR./'i .i�. .•. II ,l.•. ~ ~✓ C -BLOCK LNA A IRTECH KN300303 NOTE: DUAL POL ANTENNA ILLUSTRATED. QUAD POL ANTENNA CABLE GROUNDING REQUIREMENTS WILL BE SIMILAR WIT4 -I 4 ANTENNA CABLES V i EQUIP" ENT ..:"TIER C ABLE wok. 1111111K i 1 G RoLNtr BAR "••' ..`v E✓ /ER , c _ CAB-E _ADDER \ ANTENNA MOUNT, *� _I It LNA r STEEL POLE '2 SOLID BARE TINNED COPPER CADWELD, TYP. '2 :'0 'ri:, C RE EN , N 1 " E' TO `'LAIN SjITC+ -+ iN GROUND FLOOR ELECTRICAL ROO"'' �y ' CE �r� - � RE EQ E rT SAB TS - '2 1. ..1) GREEN ' ';11 GREEN ANTENNA CABLE GROUND KITS GROUND TAILS - "2 TW GREEN ROUTED WIT-4 ANTENNA CABLES GROUND TAILS ANTENNA CABLE I\ GROUND KITS GROuND BAR MOUNTED IN GROUNDING VAULT 0 2 SOLID BARE TINNED COPPER INTERCONNECT TO SCL GROUND GROUND ROD. TYP. [xa • 0 2 SOLID BARE TINNED COPPER - N.T.S. - N.T.S. • "2 TtWJ GREEN GPS ANTENNA CABLE GROUND K!T GROUND TAIL GROUND BAR MOUNTED TO STEEL POLE DIRECTLY BELOW ANTENNAS GPS AND ANTENNA CABLE GROUND K! TS GROUND TAILS •2 SOLID BARE TINNED COPPER 2 ' SOLID BARE TINNED COPPER (DIRECT BURIED) ROUTED WITH ANTENNA CABLE CONDUITS GPS ANTENNA ! MOUNT S.. ■ GROUNDING SGNEMAT I G BURNDY TYPE YGI-4C -C COMPRESSION CONNECTOR TAPED U!T04 GREEN V +NYL ELECTRICAL TAPE, TYP. TW GREEN ROUTED W,TN ANTENNA CABLE TO ROOF CITYTALK POWER CABINET TELCO BOX "2 TUJ GREEN NOKI A ULTRAS CABINET MASTER GROUND BAR MOUNTED TO VERTICAL CABLE LADDER TERMINATE GROUND — CONDUIT AND PROVIDE GROUNDED BUSHING NOKIA ULTRASI CABINET •2 TW GREEN '210 T) GREEN IN 1" EMT TO MAIN 5WITC4 -4 IN GROUND FLOOR ELECTRICAL ROOM FUTURE NOKIA ULTRASITE CABINET 40- z 1 '. - . •. t 4' r 19807 NORTH CREEK PARKWAY N SUITE 101 BOTHELL, WA 98011 PHONE (425) 378 -4000 E NGINEERING "201 - 11688 - 66 TI -1 AVE SURREY, BC v35 "1 X1, CANADA TEL: (604) 514 -6432 FAX: (604) 514 -6431 TOLL FREE: 1 -811 - 345 -4045 EMAIL: mail Iltriceng.com WEB: www.trke g.comn PROJECT NO: 0315 -006 i !DRAWN BY: i CHECKED BY: C.B. i CAD FILE: 0315 -006E? 1 r E ,AFC "'ATioN CONTAINED iN T‘..;5 SET OF DOC3" 5 +S PROPRIETARY BY N.A''''.iRE. Ate` ;:5E OR D 1SCLO5uRE OT44ER 1 •44.4N -4-4A ;;.1•-4iG 4 + ATES TO T1-4E CL TENT ED '5 5'R! PROW 5- p G CA. ✓ ` - .74 _5 11 NireEllt E -7 r 0 r I • 19807 NORTH CREEK PARKWAY N SUITE 101 BOTHELL, WA 98011 PHONE (425) 378 -4000 °201 - 11688 - bbT+-4 AVE SURREY. BC v35 ix1, CANADA TEL: (604) 514 -6432 FAX: (604) 51A -6431 TOLL FREE: I -871- 345 -4045 EMAIL: mallstric�eng.eom WEB: www.trkaVt9.GOm 0315 -006E8 5�1SM[TTALS 3 JAN 28/04 pOt E TYPE !QEv`:5ICN 2 NOV 29/03 POLE TYPE REVIS 1 .ZJ4 30/03 • 551ED FOR B!°lGC�t5T 0 MAY 20/03 156r.jED FOR REv!EU 'ri-lE IAFORMAT, Ov C.O^;rA NED N T:.►' S 5ET OF DocUMENts PROPRE+AR"'' B7 NA71.1RE. AN' 'U5E OR : ' 5C 01+ -1ER T14A.N RELATES TO T +�E CL 'ENT \AWED TS 3TR; Cr`.. P?O4 -+IB; TED. 5= - .9 ' ( r _t_ 1 5/8 j t f 1 2 3 , air u I -�O / 5 �-� ICJ :% �-•. L L 4b i i CLDUJELD -TYFE GL C OLINID (NG 1YLUG DETAIL 1 9/16" -•.., - . ••••,- ..•■• INSPECTION PROBE 1-+OLE FOR CABLE / ;� / / I (j ( / : ''' I CRIMP' BETWEEN KNURLS .R_ . � .. °C _ 0-. .- TYPE TA TYPE vv TYPE GT C2. \ t Bk-RtsiDY G R CUN r NG �'�C:.� .,+G T � D E T �► � � • TYPE vN TYPE V5 TYPE GY TYPE NC TYPE vvi TYPE GR (2C4WELD GROUNDING CONNECTION PRODUCTS v.T.S. - YPE- TG1155 • I -BEAM CONNECTOR INSTAJLEQ CRIMPING DIE PI 105 EMBOSSING !DIE PIBEUP1 1 - BEAM CONNECTOR -BEAM FLANGE CRIMPING DIE P1105 Q EMBOSSING DIE T PIBEWPI OR PIBESF'1 ---- - r J r CONNECTOR FOR COPPER CABLE N.T.S. PC) - 237 �" - `'AC3L - rc38 (1.5 BOW Y GROUND i NG E T A:► L s _ C, 9 , pE•M�� S� f ' ITTALS 3 JAN 28/04 POLE TYPE REVISION 2 NOV 20/03 • POLE TYPE REVISION 1 JuP.4 30/03 155UEC FOR B PIC.C• 5-_ 0 MAY 20/03 1 1584.61) 1584.61) R FO REVIE A: • i '..: 1 ii SOU .3L VP / --___ - ti,� \''.-, e-. (.f ,2' : A � . • ,,. 1 1 "; \1 19 w 5'r., -- --`ar --- I I' 2 t0� toll 2 2 2. S;)L.;?►.:_E\'ER MA. 4 1 I y .r �l 1 I IT C. L �. VICINITY MAP - NOT TO SCALE - C ` OT 3 r 2 I c r I r • - I a GRASS AND LANDSCAPING toy A GRASS .�. I SOUTH 139TH STREET (OUTLOOK AVENUE) ! 0 N8 "W 300.00' gt 1?� B p , PI ►R rnivES GRASS AND LANDSCAPING ASPHALT PARKING AREA 2 7 5 • ELE = 2 43 I 0 I LEGAL_ DE. SCRIPTI ON LOTS 13 THROUGH 1 1, BLOCK 7 OF ROBBINS' VIEW TRACT ADDITION, ACCORDING TO THE PL A T THEREOF RE ('ORDf IN VOLUME 41 7 OF PLATS, PAGE 90, RECORCS OF KING COUNTY, WASHINGTON. A F IU; N A CORRESPONDS WITH ITEM NUMBER IN 'SCHEfU_E B' OF TITLE REPOR T. NO ' E PE PORT PROVIDED AT THIS TIME. EASEMENTS AND /OR OTHER RESTRICTIONS MAY AFFECT THE SUBJECT PROPEPTY THAT COULD BE DISCLOSED UPON RECEIPT OF TITLE. NOTES 1) NO TITLE REPORT PROVIDED AT THIS TIME. LEGAL DESCRIPTION PER KING COUNTY ASSESSOR'S ABBREVIATED SCRIPTION. 2) FIELD WORK COMPLETED D MAY 14. 2003. 24.6 274 CONCRETE UNDER OVERHANG F- t cr 28.0 2.7.3 20.4 ---- 19.2 »-- DOUBLE CONDUIT Alir --- 278.3 „ LOOKING EASTERLY _ toy 1A Q GRASS GRASS AND LANDSCAPING 278 t '% LOOKING WESTERLY y r- 7 , S AD N ^ 278.5 _ 13 '' f 1 . - --- SEE POLE TM.. 40.4 39.6 33.0 30.2 28.9 r , , i • toy 12 1 \ ASPHALT l i 20.2 " C " LOOKING EASTERLY 8.7 18.4 POLE DETAILS - NOT TO SCALE - ECEN • O In D -0 54 1 NOTE: 11 ALL ELEVATIONS SHOWN ARE ABOVE MEAN SEA LEVEL (AMSL) ELEVATIONS REFERENCED TO THE NAVD 88 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 EEGE\ ID DECIDUOUS TREE O AL12 TRUNK TYPE EVERGREEN TREE DF18 195.2 SITE INFORMATION TAX LOT NUMBER SITE ADDRESS SITE CONTACT PHONE NUMBER ZONING TOTAL `O' _ AREA PROJECT AREA NAD LONO - 13LiRiED GAS LINE BuRIE D POWER LINE WA TER LINE SANITARY SEWER STORM DRAIN CHAIN LINK EENCE WOOD FENCE BARBED WIRE /WRE F CA TCH BASIN GA TE VALVE WA'ER METER ED/NJ MOUNTED TRANSFORMER TELEPHONE RISER LIG'- STANDARD UTILITY POLE POLE GUY WIRE EXISTING SPOT ELEVATION SANITARY SEWER MANHOLE DIAMETER (IN) MA=MADRONA HP AGL IF MEASURED TREE DRIP LINES ARE NOT TO SCALE. TREE SYMBOLS L. 1; REFERENCE TRUNK LOCATION ONLY. TRUNK DIAMETERS WERE APPROXIMATED AT 3.5' TO 4' ABOVE GROUND z LEVEL. TREES SHOWN ARE rOR REFERENCE ONLY AND OTHER TREES AND VEGETA MAY EXIST. 7360600475 & 465 4020 SOUTH 140TH STREET TUKWILA, WA 98168 R TO BE DETERMINED LATLFUD- ONCiTUDE POSITION EE Dr NAVD 88 FV DF=DOUGLAS FIR • 1703 .1••' 2:307 • N" ..,,F :f . Ve\ Nf 0 LLI DUNCANSON Company, Inc. 145 SW 15.56% Street. Stade 102 Seattle. Wallaingion 911166 Phone 206.244.4141 Fag 206_244.4455 LLi 0 (1) womool • El" Ln 7 CP Global Wireless by - Mobile-* 19807 NORTH CREEK PARKWAY N SUITE 101 BOTHELL, WA 98011 PHONE (425) 378-4000 i fik , ENGINEERING SURREY, IBC V3S ',XI, CANADA TEL, (604) 574-6432 FAx: (604) 514-6431 TOLL FREE: 1-817-345-4045 WEB: JAI w.tricer g.com I DRALUN 1 C.WECKED BY: I CAD FILE T4.4E INFORr'IATON CONTAINED IN 7:4:5 SET OF DOCUIENTS F"RCF 71.4E CLIENT NAMED :5 STRICTL`e SU -1 LSE SEAL CJ • almwr I lad lc In boo Thaw met sae rc1;PTtFICA'1'E M I of LAND SURVEYOR'S CERTIFICATE lIY amp awwoywpwwr arwri IN wesnwer of anew ar/smmas urn wMwr d /r 11sanding Act sI wquMd jirmaK, ..... g .le.:.. Calliale 31,111111 DUNCANSON GI.. let. c� iu - suIVEr1116 • Ws PLANNING ii4J SWIM Aug as NA M* .wv.. Maw pllp30.4141 Far 011q39•445 RECORDING No. VOLJPAGE t VOICESTREAM GLOBAL WIRELESS BY T- MOBILE KIM C A'TE SCALE 1'-, JOB 1110. moms wow I OFI RECORD OF SURVEY PORTION of N.E. 1/4 , S.W. 1/4 S. 15 T. 23 N., R. 4 E., W.M. SURVEY DESCRIPTION SURVEY OF THE NORTH RIGHT -OF -WAY LINE OF SOUTH 140TH STREET ADJACENT TO BLOCK 7 OF ROBBINS' VIEW TRACT ADDITION, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 417 OF PLATS, PAGE 90, RECORDS OF KING COUNTY, WASHINGTON. PROCEDURAL STATEMENT THIS SURVEY WAS PERFORMED WITH TRIMBLE 46001S GPS RECEIVERS, TRIMBLE RTK SYSTEM WITH 5700 RELIEVERS, ANA A TOPCON 2110 ELECTRONIC THEODOLITE READING DIRECT TO 5 SECONDS OF ARC AND MEASURING DISTANCE t(3MMt(2PPMxD)). NGS BASELINE COMPARED JULY 2002. THIS SURVEY MEETS THE MINIMUM STANDARDS SET FORTH IN WAC 332 -130. i i 1 i i i O O Z O to 2 g I u+ VI C R. t (P s O N T.; 1 (, j 'IS FOUND STONE W/X DOWN 1.1' 93°56'59" DUNCANSON ANGLE 93'56'56" (R3) [ 93571510 (R4) 93 (R1) b --, • r f r.-.iair • mow. 1 1 'o � O , r Z rn \ ( ViV:( (I) , � O FOUND STONE W/X IN CASE, DOWN 1.3' SOUTH 139TH STREET (OUTLOOK AVENUE) T ■ — -- • w _•••••r•• -^ - ••••c a r- - • -- • 4111 • 1 10111111M • i w 4t, 904.65' i i 1 - -- • Sumpi,_ ,. FOUND 1/8" BRASS PIN IN CONCRETE IN CASE, DOWN 1.0' • .•.. i REFERENCES 1) LUND & ASSOCIATES PROPERTY SURVEY 8505139012, BOOK 44, PAGE 200. 2) SEATTLE PUBLIC UTILITIES MAP TILE 540, KROLL NO. 324.W. 3) RECORD OF SURVEY RECORDED UNDER AUDITOR'S FILE NUMBER 9403249009, RECORDS OF KING COUNTY, WASHINGTON, 4) PLAT OF ROBBINS' VIEW TRACT ADDITION TO RIVERTON RECORDED UNDER BOOK 17 OF PLATS, PAGE 90, RECORDS OF KING COUNTY, WASHINGTON. 5) RECORD OF SURVEY RECORDED UNDER AUDITOR'S FILE NUMBER 20010711900012, RECORDS OF KING COUNTY, WASHINGTON. I I I I t.04/ 2 I U311 � 1 I 1 PLAT OF ROBBINS' VI I TRACT ADDITION I BLOCK 7 I J N87 52'08 "W • «.r.,,,rr • .rr••.... • .,. • glweimmingysimb " I olAi . L i S87'48'11 "E 1321.37' (R5) • S87 48 00 E 1321.245' (C) I WASHER MARKED SET PK NAIL AND LS#30425 i i % pit1d 323.61' (C) N87'41 '50 ~w 1323.70' R5 C ) i i • wim..m, t %OA' UTILITY POLE #4006 35.80' 111 ••-. • _ ■ • . _ i i • ••INION• BASIS OF BEARING WASHINGTON STATE PLANE COORDINATE SYSTEM NORTH ZONE NAD 83/91. GPS OBSERVATIONS ON MAY 15 2003. DETAIL • A 4 • amnion. • •,__ LS/k30425 SET PK NAIL AND WASHER MARKED 23.86' SET PK NAIL AND WASHER MARKED LS 30425 1 1 i I i 377.28' (C) • .umi.,.. . ■•■mom. 13 1.9' 1 SET PK NAIL AND WASHER MARKED LS 30425 SOUTH 140TH STREET CLARK � STREET SET BAR & CAP LS 30425 p oi 12 T lA LEGEND 0 • FOUND MONUMENT, AS NOTED (C) (R#) UTILITY POLE X4006 35.80' 1 SOUTH 140TH STREET (CLARK STREET) SET #5 REBAR AND CAP, L.S. X30425 CALCULATED PER THIS SURVEY INFORMATION PER REFERENCE # SCALE: 1 " =10' ti , .� f. - n Y . . -- , o - .} C Tit N — . . CENTER OF SECTIO i i i • i RE; o n WWII A InP 019 2304 1 25.28'(( 1� 1^ !'t; i i ;.? t ,' 6 tics' car 7,- V Sr" r. L,�•,' rc r, co : r• ''us op;: v r A 7 1 braclrjc s1 c;' re' :eel cnd �em i C o • • • • r . . • - `• 4 F c- E F :• r N • r -�^ = r- • _nad t - •- c" a : • ',es C. Ccncr: re rC ✓ I e I� 1 If� L'' 1. � s �It .:c r tne 11 s ,J11 be E CA ir,:epender',t 'ct.cr, ] or'; I. Ir r e i n f1 )r r Fury - en • •` to r-,I !ng • li. PreDare and test Corcre-e cylinder ono furnish test rest; :,:nc,, concrete during extrerne , ecth ' G Cor,cre'e finish of ':': of I . C'_lr _ r E . • y c" C! r ' rr ensure ccn:rete will no: Th. Cr S ±� I r '- r1 c: c: ' r• ' 4 r _ •.. y I _ _ •►_ _ _ •• _ E ' r. Cor'• with ACI 36 w p i :cin, concrete it cold welat'- .,,- - . --s ? a ll _t work from reduced strength caused by frCzI Cr f'•'7e� ;r it :r � , / inch r7 Y ur • t.! cov� r rte' . rer efl s • , ; ;:. w --. - -•- =•1f •-- w t7 - »� , r • ,fir 1 1 St' Corc rele iC�r1 r _� • r _ • �l ;ill a 7 'Iri 2F :ne y o JI♦Jr - 1. .. .. •„•r :1 .. C • .. • -. I�r,r . .;i ` I' • , 1 • :r r f le si.i r r A' .- •r - r- • r r . • p- • I . �t r J. f . . : ,C,`,,- sh! . ' • 4 1 . r.' • • r , • I r . ,-. thot will 1 • - _ ,r Jr,.ltn ^• �► o Y of ' I � _ r r_ *° Il r1 Cars -. F _ r c� .er sei ^is: �rbeC uc ';r. ccstina rernovv'. • • r r r_- r• .. C r i _ l • • - .v • t • -: - v' 1 - .7"Z' • • _.: •' • • • . i -` • •• • •• •• _ • - •r - ' _ b • .1 '_ I Alt r�. �+Stl.r? loss permitted •, r :, nn.] of ent • .,�. .�.•'�.. :'�..' C! C`DiC Joir IL5_ •, r+ 1 • •' • •r` �. ' • LC:. v •_ • w•. - .211 4S • . '. - -1 C1 w ;th pre, _ tices arc', of Ai l 3'_ ' . Chapter 8, and ACI 304, uniess otherwise rte SIC'L0ea t _ drain wit rr _ J r nrre Si I- = C!r =rtes occurr trorn . nc; r, r1 cred ' - • n • 11- ^' r C e - •• r • •• �l j I Is • v • _ v • - .r. . • Z 'A • - r• t.; ?«O7 9C . _.w' Or I . i. J! uw I Co . rr,an : ) t 7 , ••I r 1 ;11 ` .. S1 -J'l • top O 7.:'UndatIor' 1 . 1 ' ,II be be' -'.ti •' -' _ ,^ _ 0 r I • _ r .._ 1 • • r• rr• -•,•• 1r t •• r, re- V ♦ • !r _. • a _ J. •• _ _ • - 4 •• • - ••••r • - r • 1 ' , 1 •. J �+r • • _ _ _ C . +H1 • _• C ^• r C n ;sh. Expc . ' 'Lrw;se 1 _ , V• .. r1 ' Cvi r -r -r ote „ C. brcc _. V t .k Y r `• /y n 5 • .. r _ _C. w • ••• Ow • • • ^ ' s 7 e' - J -- w ^ =•- . t• - • us CrC,; t natural :' "~�.tF d_'IIVC'rt''� t..) r In, r r t ; ' • ' . ? -day COr strerlq :h shill be at e 'lot: A; ['r (.'v' 1 ' "= grouts irl`!ude Muster bulIdr( Cr . ..x �- se1er, •_ of e.cor ur'tr le, p V re:7, and , _ _... • • A it 47.7 Z • . . , r r. c;' shay contair no less ^:,1 t of � `l r •• :. �ppr0v 1 "'4L .. r e Quality aid s•renath, of concrete. . .rperotur e snail n i ex'::eec arnGlent air spacers shall be used to ensure mlr'rrium }i' ,]" not exceed 6 inches nor be less than n 3f water or Soil, crd ether • -'7,3y rJr used nro' ides foil is vertic :' _ . s t ruc t:Ons. Under no • • 7 r _re ;e she be placed in a . • _ 1 V .1 .7;4 -a .• _ • • - • .• • -- Cr : J t Jb • concrete shell be chain f ere.d 3/4 J o f cc temporary casino is utilized, g Casing extraction. Welding is prohibited on concrete rrateric.c shall te)escope casino " -JS r"a:_ .ry t; star" ►7 _ excavat on to prevent cav na and 1 .. ek` ;Yet shat; be ex�� e� �OrCrete :��1�_ ;;r. the same day. Un�/er nio • D -' • a nd p rat ± ices � n t e the design „C .+r t vrs _re the arcce l'ne des:riDed in the • l se ..= C: • » ,• z tip - c - y _ _ » s r -`� C i.. : \ _ • ~ SAL NOTE � �•_ Jar T l•'.r - ELEVATION • JEF ThPEADED i0 STL. P S E TA R ND S A C R L DS CC • CI_ PPE POLE • _ 0 S • • or — 16_0 x THICK FIBEROPTIC 21'-0 FINAL ELEVATIONS AND LOCATiONS TO BE FIELD DETERmINED BY SC'_ CONTRACTOR dik TO POLE ( jib, SCL SECtF‘4bAro' FIN GRADE • • • - r.s PER SECT C END ' - T • rio HALF CIRCUMF (TW) Tht IN CL BASE PL 15 STL PIPE —/ PIPE PER LEV SECTION X SECTION CL PIT 11 —,-......* 34 1 1.---POLE PER ELEV 4 rif • SLOT 15 P WELD .0 irsi)4 " :** te.i. ...e:- i.f •., dip._ i• z : . . ... j .1 , • ripsk. dk : WM PEN P E - MEllIrSt0,6 S "rftLImr.f. M erg 7,6C le - TYPICAL CONIIIT REM F. DETAL SCALE. • N 7 7 ; FIELD DPP,: STEE,_ P (2 PLACE) 4_ .,--- / 7 \ / ' I 5 MIN — - —0 — MA' 4 4 O'*;: !IT Hi OLTSIY DiA V TYP — V CURVED PL 17 INSIDE DIA x 4 x 5 LONG, TY" ST.7■7L , DC - • E. . • 6: BOLT ORIENTATION TO BE PE : t BY SCL/ AtAE CABLE/ TELEPHONE PROVIDER ••0 x 3" :HR:.4D.FD STUD (FULL FUS!..N WELD) • x CARBON STEE,_ P:PE x -4 PEE. GAZE 14: ; x THREAL ST (c WEL:. - L 0 NJI JSE EMBEDDED CON:).11T FOUNDATION SHAFT IS LESS THAN I". 5AVE *2 --- T•READED TYP STD NuT & X6 x 2?2" WASHER PL (4 TOTAL PER SLEEVE) 4 - THREADED STUDS. TYP STD 'LT & 44.5" x 2.)" SO WASHEP PL 4— )_e THREAr5:D (Fe.:LL FUS!.: ADJUST TO RADIUS v T • • •-• .c" 0 0 • • 45- • • AN.HOR BD_TS & MAIN PIER REINFORCING NOT CALLED OUT FOR CLARITY TYPICAL CONDUIT DETAL SCALE: N T . . * BE USED ON FOUNDATION PIERS 5 AND LAR:2•ER DIPE SLEEVE: 17": x )i" CARBON STEEL PIPE x GALVANIZED AFTER FABRICATION 7'e x 1" THREADED STUD. TYP FUSION WEL) ; PL r:YA _ az a •• t PER — " _ •._ ; • COL +/FR T IN PEP DRW::. ; 4 :ONDuIT MA t. 4"2 MAX • \ 1" UP (TYP) CLR ( TYF ) DRILL "EEL POLE (2 PLACES) --- "EADED STUDS. \ SID NUT \ ::s" x 2f SC PL 7--; EADE: ; • • • 1t. AN:HOR BOLT (TYP) LAP LENGTH 22 •3 CAGE W/ 135 – HOOKS AT ENDS CONCRETE VERT BARS (12) po EQUALLY SPACED TYPICAL PIER SECTION SCALE N T S SECT X - = sr r y BOLT ORIENTATION TO BE FIELD DETERVNED BY SCL/ OR APPROPRIATE CABLE/ TELEPHONE PROVIDER Ys" CURVED PL W/ 17" INSIDE DIA x 4" x 8" LONG. TYP PPE SLEE\E. 7 x CAPBC.N STEEL PIPE x 0 —5C DEEP, GAL ANZED AFTER FABRICATION " x THP=. STU.1 TYP (rULL ; WEL STEEL PIPE '6 OUTS::E DiA 1 — t - CL WO . • • • S 0 itiPsici 6 • S 7 V" camuu\aCt4 - ION POLE P IET1E10 S TIRE' 7, 41..F C*msk-iLtroa. gm Alma Smarr SltaTTUL IPA sots, -....m.werk. cow* _ Z - 20r.4 :S 11 „vc PUN • t 142r-e. ar 37t*. t eiRCHCREST APTS WW1, 98 r - v03LE. SE — 3.559r rag)* %SIM - 4E400 i riM111 —.2010115. ; C