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Permit D18-0242 - T-MOBILE - ANTENNAS, RADIO UNITS, DIPLEXERS ETC
T -MOBILE 15820 TUKWILA INTL BLVD COMPLEX D18-0242 Parcel No: Address: c City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Inspection Request Line: 206-438-9350 Web site: http://www.TukwilaWA.gov DEVELOPMENT PERMIT 2223049015 Permit Number: D18-0242 15820 TUKWILA INTL BLVD COMPLEX Project Name: T -MOBILE Issue Date: 10/15/2018 Permit Expires On: 4/13/2019 Owner: Name: Address: Contact Person: Name: Address: Contractor: Name: Address: License No: Lender: Name: Address: AVIS RENT A CAR SYSTEM LLC 6 SYLVAN WY REAL ESTATE TAX DEPT, PARSIPPANY, WA, 7054 ANDI SAXTON, CROWN CASTLE FOR TMOBILE 1505 WESTLAKE AVE N STE 800, SEATTLE, WA, 98109 SAC WIRELESS LLC 540 MADISON ST 16th FLOOR, CHICAGO, IL, 60661 SACWIWL852J2 T -MOBILE 19807 NORTH CREEK PKWY N , BOTHELL, WA, 98011 Phone: (206) 336-2867 Phone: (847) 944-1600 Expiration Date: 7/1/2019 DESCRIPTION OF WORK: 6409 ELIGIBLE FACILITIES REQUEST, REPLACE (9) PANEL ANTENNAS, (1) HYBRID LINE, (3) RRH REMOTE RADIO UNITS, AND (4) DIPLEXERS. ADDING (4) TMA'S, (4) DIPLEXERS AND (2) RRH. REMOVING (2) 7/8" LINES. Project Valuation: $25,000.00 Type of Fire Protection: Sprinklers: Fire Alarm: Type of Construction: VB Electrical Service Provided by: TUKWILA Fees Collected: $1,031.16 Occupancy per IBC: U Water District: 125 Sewer District: VALLEY VIEW Current Codes adopted by the City of Tukwila: International Building Code Edition: International Residential Code Edition: International Mechanical Code Edition: Uniform Plumbing Code Edition: International Fuel Gas Code: 2015 2015 2015 2015 2015 National Electrical Code: WA Cities Electrical Code: WAC 296-46B: WA State Energy Code: 2.017 2017 2017 2015 Public Works Activities: Channelization/Striping: Curb Cut/Access/Sidewalk: Fire Loop Hydrant: Flood Control Zone: Hauling/Oversize Load: Land Altering: Volumes: Cut: 0 Fill: 0 Landscape Irrigation: Sanitary Side Sewer: Number: 0 Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: No V/1 Permit Center Authorized Signature: Date: I hearby 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 la regulating construction or the performance of work. I am authorized to sign and obtain this developmen pmit and agree to the conditions attached to this permit. Signature: Print Name: Date: This permit shall become null and void if the work is not commenced within 180 days for the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIONS: 1: ***BUILDING PERMIT CONDITIONS*** 2: Work shall be installed in accordance with the approved construction documents, and any changes made during construction that are not in accordance with the approved construction documents shall be resubmitted for approval. 3: All permits, inspection record card and approved construction documents shall be kept at the site of work and shall be open to inspection by the Building Inspector until final inspection approval is granted. 4: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 5: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap the sanitary sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks, wells, and other excavations. Final inspection approval will be determined by the building inspector based on satisfactory completion of this requirement. 6: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 7: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 1700 BUILDING FINAL** CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov Building Permit No. b! 3 0)-11 Project No. Date Application Accepted: Date Application Expires: (For office use only) CONSTRUCTION PERMIT APPLICATION 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** SITE LOCATION King Co Assessor's Tax No.: Z2Z , O 41/O2_ Site Address: /S$Z.O f¢G���C. ttur5. Tu. i) O Tenant Name: Suite Number: Q Floor: T �`elS ` - w c Se_ov\.,. New Tenant: ❑ Yes ..No CX'Dv�v� C&J PROPERTY OWNER ; _ _ I Name: ttAr i-Yt Kati/ orrL* k• _ Address: Q O (000 10 /off- Q ,e- . NI .1... -#k 2.00 City: /// _V State: LA-)CL-Zip98C04 CONTACT PERSON — person receiving all project communication Name: 6t4nat . • Saala on Grow v`_ Co -Se le/ ElyO.:xi-A.1S or --mill bC. l& Address: 'joy We,* kke- . 13 . T . City Q le State: ' Zip4 Phone:Plc`�'JC-53 tax: Q 24�t„_,F Zip:l (o0C/ Email:, t _ @C_KO LCA56�►� -x�.O GENERAL CONTRACTOR INFORMATION Company Name: / 1/4,0: : reGS LL c� , Address: S`-0 /,\A2Sen T . 0 "C -t e r #,1 i q�✓ State: City: ort.c 1-- Zip:l (o0C/ Phone: U Fax: 1341--1144 -140:70 Zip:980� Z Phone: 1 2.6- toce_ 1 �F4x: Contr Reg 11....c. to te62JZ Exp Date:o/o I/ZOo Tukwila Business License No.: H:\Applications\Forrns-Applications On Line \2011 Applications\Permit Application Revised - 8-9-11.docx Revised: August 2011 bh ARCHITECT OF RECORD Company Name: BA- 7 `-I Company Name: tDc- Liar e Address: 3e0 I 11 5 • Bo�lnQ�e-r S"'����iiii Architect Name: 0 He Qf C� ax. Phone:i7/&-5$q- -4603o Address: 0Z1D 19 2_."41., Q,tl,L • l`l�i cr— City:at 11vat- State:,_ Zip:980� Z Phone: 1 2.6- toce_ 1 �F4x: Email: ENGINEER OF RECORD Company Name: BA- 7 `-I Engineer Name: Address: 3e0 I 11 5 • Bo�lnQ�e-r S"'����iiii City: t e.' State:l0 v___ Zip: 441 lei ax. Phone:i7/&-5$q- -4603o Email: LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) Name: 1-"In010k tt Address: Ig8o ,,1_ C __Q p�Gw or�►� N. City: butt_ / / State:r'w Oi i Page 1 of 4 BUILDING PERMIT INFORMATIO - 206-431-3670 Valuation of Project (contractor's bid price): $ 26(C CX). 49127 Describe the scope of work (please provide detailed information): e $amt «'.) a -v J1 t nr s/ Lt j h uxu..k5, c&. £ 4 C{ i fle,./..c.r 5 , II RRA . -�'�V r.c r- ( 2...)-4-/e," Existing Building Valuation: $ &'4©' f. � LL71 lC�l CS R GGA J 1�r;d C�, vE , 13) R R N- - rents ret'a Will there be new rack storage? ❑ Yes. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) 1140 51,-C-4—. —. Lea. ayes Floor area of accessory dwelling: *For an Accessory dwelling, provide the following: Lot Area (sq ft): l 1 Floor area of principal 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: ❑ 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 including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:\Applications\Forms-Applications On Line \2011 Applications\Permit Application Revised - 8-9-1 I.docx Revised: August 2011 bh Page 2 of 4 xistin Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC 1st Floor gq.evumespiDle, ij5 ul S -Z 2nd Floor 3rd Floor Floors thru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) 1140 51,-C-4—. —. Lea. ayes Floor area of accessory dwelling: *For an Accessory dwelling, provide the following: Lot Area (sq ft): l 1 Floor area of principal 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: ❑ 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 including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:\Applications\Forms-Applications On Line \2011 Applications\Permit Application Revised - 8-9-1 I.docx Revised: August 2011 bh Page 2 of 4 gR PUBLIC WORKS PERMIT INFOATION — 206-433-0179 Scope of Work (please provide detailed information): Call before you Dig: 811 Please refer to Public Works Bulletin #1 for fees and estimate sheet. Water District ❑ ...Tukwila ❑ ...Water District #125 ❑ ...Water Availability Provided Sewer District ❑ ...Tukwila ❑ ...Sewer Use Certificate ❑ .. Highline ❑ ...Valley View ❑ .. Renton ❑ ...Sewer Availability Provided ❑ .. Renton ❑ .. Seattle Septic System: ❑ On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved 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) ❑ .. Geotechnical Report ❑ ...Bond ❑ .. Insurance ❑ .. Easement(s) 0 .. Maintenance Agreement(s) Proposed Activities (mark boxes that apply): ❑ ...Right-of-way Use - Nonprofit for less than 72 hours ❑ ...Right-of-way Use - No Disturbance 0 ...Construction/Excavation/Fill - Right-of-way 0 Non Right-of-way ❑ ❑ ...Total Cut ❑ ...Total Fill cubic yards cubic yards ❑ ...Sanitary Side Sewer ❑ ...Cap or Remove Utilities 0 ...Frontage Improvements ❑ ...Traffic Control 0 ...Backflow Prevention - Fire Protection Irrigation ❑ ...Traffic Impact Analysis 0 ...Hold Harmless — (SAO) 0 ...Hold Harmless — (ROW) ❑ .. Right-of-way Use - Profit for Less than 72 hours ❑ .. Right-of-way Use — Potential Disturbance ❑ .. Work in Flood Zone 0 .. Storm Drainage ❑ .. Abandon Septic Tank ❑ .. Curb Cut ❑ .. Pavement Cut ❑ .. Looped Fire Line Domestic Water 0 ...Permanent Water Meter Size... WO # ❑ .. Grease Interceptor 0 .. Channelization ❑ .. Trench Excavation ❑ .. Utility Undergrounding 0 ...Temporary Water Meter Size .. WO # 0 ...Water Only Meter Size WO # 0 ...Deduct Water Meter Size ❑ ...Sewer Main Extension Public ❑ Private 0 0 ...Water Main Extension Public ❑ Private 0 FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) ❑ ...Water ❑...Sewer Monthly Service Billing to: Name: 0 ...Sewage Treatment Day Telephone: Mailing Address: City Stale Zip Water Meter Refund/Billing: Name: Mailing Address: Day Telephone: City State Zip H:\Applications\Forms-Applications On Line \2011 Applications\Peanit Application Revised - 8-9-11.docx Revised: August 2011 bh Page 3 of 4 PERMIT APPLICATION NOTES - 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 grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). 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 ZED AGE Signature: „i / . ° Date: Oc/Oc /2-O/8 Print Name: Ct�NUu- - OYk/ Crown_ £ ZcC �0 Day Telephone: 2O(o— 33 2 Mailing Address: 150S l tksk(-a. fie, S CS &j ? 9610 /City H:\Applications\Forms-Applications On Line \2011 Applications\Permit Application Revised - 8-9-11 docx Revised: August 2011 bh State Zip Page 4 of 4 O J 4 ,os Cash Register Receipt City of Tukwila Recei R DESCRIPTIONS ACCOUNT QUANTITY Perrr.•itTRAK D18-0242 Address: 15820 TUKWILA INTL BLVD COMPLEX Apn: 2223049015 DEVELOPMENT PERMIT FEE PLAN CHECK FEE R000.322.100.00.00 R000.345.830.00.00 0.00 0.00 WASHINGTON STATE SURCHARGE B640.237.114 ;Number 090 PAID $1,031.16 $1,031.16 $1,001.57 $591.86 $384.71 0.00 $25.00 TECHNOLOGY FEE TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R15090 1 R000.322.900.04.00 $29.59 0.00 $29.59 $1,031.16 Date Paid: Monday, August 06, 2018 Paid By: CROWN CASTLE Pay Method: CHECK 25618 Printed: Monday, August 06, 2018 8:33 AM 1 of 1 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 Permit Inspection Request Line (206) 438-9350 bes o24(2.- Project: 242 Project: 'r tvviPil.tt.e Type of Inspection: eidttAsiSis wi104... Address: !SJ2d 0111.1 Lk IWC Date Called: A04 Special Instructions: L //" Date Wanted: 1 "9' (9 a rji p.m. Requester — 4 Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: inspector: Date: REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. 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 Permit Inspection Request Line (206) 438-9350 Dt8-OZ fZ Pro'ect: . a Typeensacsiont e Address:Datc ( -2 O Jtrkil C-aU d: %L lei Special Instructions: Date anted: . Z�. p.m. Requester: Phone No: Approved per applicable codes. COMMENTS: isCorrections required prior to approval. Ai5i, 444 c1 lF 71( frb ArtSt-4y /j � �- Inspector: Date REINSPCTION FEE -REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. \Teecom\2018\118-34 PROPRIETARY INFORMATION THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO T -MOBILE USA, INC. SERVICES IS STRICTLY PROHIBITED. •Mobile SITE NUMBER: SE03024B CROWN CASTLE # 825363 SITE NAME: FILE COPY Permit No. .1A�' i O n review approval is subject to errors and c T'csions. 1111 Approval of construction documents doss not .: nor s the violation of any adopted coda or ordina 4cc. f ;c<0 of approved Fi:ld opy and conditions b ac : uis r\ M ■ By: Date: LEWIS AND CLARK MONOPOLE -PROJECT NAME: L700 MOD & SECT and Mo tleke Tee race Shoe le Echo Lake Y Cottage Lake Duvall .ao. CA Se 21Y1 Sammamish Mercer less 4 P) Cnmotl on' i mr. ` k KIahanie P4II Ch1 PROJECT I :000040bmi • �ry VICINITY MAP NOT TO SCALE DRIVING DIRECTIONS FROM T -MOBILE BOTHELL OFFICE: • HEAD EAST ON NORTH CREEK PKWY N • TURN RIGHT AT THE 1ST CROSS STREET ONTO 120TH AVE NE • TURN RIGHT ONTO NE 195TH ST • TURN LEFT ONTO THE INTERSTATE 405 S RAMP TO RENTON • CONTINUE ONTO WA -518 W • TAKE THE EXIT TOWARD SEA -TAC AIRPORT • KEEP RIGHT, FOLLOW SIGNS FOR WA -99 S • MERGE ONTO WA -99 N/INTERNATIONAL BLVD/PACIFIC HWY S/TUKWILA INTERNATIONAL BLVD • TURN LEFT ON S 160TH ST • TURN LEFT INTO THE 3RD DRIVEWAY EMPLOYEE PARKING • TELL THE ATTENDANT THAT YOU NEED TO GO TO T -MOBILE TOWER AND DRIVE THRU • TURN RIGHT AT STOP SIGN, THEN TURN LEFT, TOWER IS AT NORTH END OF PARKING LOT i w SITE LOCATION: LAT: 47° 27' 44.35" N (47.462319° N) LONG: 122° 17' 17.44" W (122.288178° W) DRAWING INDEX 15820 PACIFIC HWY S TUKWILA, WA 98188 PROJECT CONTACT LIST i n Many 81918191 16Uth St - Mu9n•nt Ialntlnl•�oy idcwrliyyWr faw4n ala GENERAL LOCATION MAP NOT TO SCALE DISCLAIMERS DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS AND OMISSIONS. ALL PREVIOUS ISSUES OF THIS DRAWINGS ARE SUPERSEDED BY THE LATEST REVISION. LDC TAKES NO RESPONSIBILITY FOR ADEQUACY OF TOWER MOUNTS FOR EXISTING OR PROPOSED LOADING. CONTRACTOR AND MOUNT MANUFACTURER TAKE FULL RESPONSIBILITY FOR MOUNTING PRODUCTS USED & THEIR ADEQUACY. MOUNTS SHOWN IN DRAWINGS ARE FOR ILLUSTRATIVE PURPOSES ONLY. DOCUMENT REVIEW SIGN OFF '' •T FOR:1• fg_ E`� ocnanicat 21 APPROVED BY DATE SIGNATURE APPROVED BY DATE /�l„;�� SIGNATURE PROJECT MANAGER RF ENGINEER (�! 0 SITE ACQUISITION OPERATIONS MANAGER l:.! ers Piping ZONING DEVELOPMENT MANAGER CONSTRUCTION MANAGER REGULATORY C iy of T(, �omila CONSTRUCTION MANAGER Rt III "11' h^ PIVI(`lC M REVIEWERS SHALL CLEARLY PLACE INITIALS ADJACENT TO EACH REDLINE NOTE AS DRAWINGS ARE BEING REVIEWED T!11,„11 APPLICANT: T -MOBILE USA, INC. 19807 NORTH CREEK PKWY N BOTHELL, WA 98011 PHONE: (425) 641-1140 PROJECT CONSULTANT: CROWN CASTLE USA, INC. CONTACT: ANDI SAXTON PHONE: (206) 336-2867 EMAIL: andi.saxton@crowncastle.com PROJECT ARCHITECT: LDC, INC. CONTACT: RICHARD B. HALL, AIA PHONE: (425) 806-1869 EMAIL: rhalI@Idccorp.com PROJECT MANAGER: CROWN CASTLE USA, INC. CONTACT: ED GILMORE PHONE: (425) 471-3445 REVISI PROPERTY OWNER: AVIS RENT A CAR SYSTEM LLC. 15802 PACIFIC HWY S TUKWILA, WA98188 TOWER OPERATOR: CROWN CASTLE USA, INC. 1505 WESTLAKE AVE N, STE 800 SEATTLE, WA 98109 SITE ACQUISITION & PERMITTING: CROWN CASTLE USA, INC. CONTACT: ANDI SAXTON PHONE: (206) 336-2867 EMAIL: andi.saxton@crowncastle.com CONSTRUCTION MANAGER: CROWN CASTLE USA, INC. CONTACT: CODY CRANK PHONE: (253) 370-6880 cody.cra nk@crownca stle Zo-r No changes shall be made to the scope of work without prier approval of Tukwila Building Division NOTE: Revisions will require a new plan submittal end may include additional plan review fees. '"'PROJtCT INFOHMA:IU1v CODE INFORMATION: ZONING CLASSIFICATION: RC (REGIONAL COMMERCIAL) BUILDING CODE: IBC 2015 CONSTRUCTION TYPE: IIB OCCUPANCY: U, S-2 JURISDICTION: CITY OF TUKWILA PROPOSED BUILDING USE: UNMANNED TELECOM SITE LOCATION (NAD83): LATITUDE: 47° 27' 44.35" N LONGITUDE: 122° 17' 17.44" W TOP OF STRUCTURE: 442.90'± AMSL BASE OF STRUCTURE: 346.00'± AMSL (47.462319° N) (122.288178° W) 96.9' AGL 0.0' AGL PROJECT LEASE AREA: PARCEL NUMBER: N/A 2223049102 NEW IMPERVIOUS AREA: AREA OF PARCEL: 0 SF 12.4 ACRES GENERAL INFORMATION: 1. PARKING REQUIREMENTS ARE UNCHANGED. 2. TRAFFIC IS UNAFFECTED. 3. SIGNAGE IS UNAFFECTED. DWG NO. DESCRIPTION T-1.0 TITLE SHEET T-1.1 G-1.0 A-1.0 A-2.0 A-3.0 A-4.0 A-4.1 A-5.0 RF -1.0 RF -2.0 E-1.0 E-2.0 LEGAL DESCRIPTION GENERAL NOTES SITE PLAN ENLARGED SITE PLAN ELEVATIONS CONSTRUCTION DETAILS CONSTRUCTION DETAILS CONSTRUCTION DETAILS ANTENNA CONFIGURATION ANTENNA CONFIGURATION SCHEMATIC GROUNDING PLAN GROUNDING DETAILS RECEIVED CITY OF TUKWILA LEGAL DESCRIPTION AU6 0 6 2018 SEE SHEET T-1.1 FOR LEGAL DESCRIPTI til _ Irf • 'v • . � r PERMIT CENTER legs • NCEr PLA -F!) • C PHONE: (888) 2 - SEP 04 2018 Kfl It • PI: 4: Eel :r .1) 5 SEL 1 OH Ji'R OT etilovOR LEPHONE: NTURY LINK ONE: (800) 777-9594 RFDS v3.2 IaN1 S WILL BE BUNDLED. BETA SECTOR: REPLACE TMBXX WITH HBXX-3319 AND ADD ONE HBXX-3319 ANTENNA, THIS WILL BE THE NEW EPSILON SECTOR, ADD 1 FRIJ, 1 FHFB AND 4 AWS/PCS DIPLEXERS ON TOP. THE 33 DEG BW ANTENNA IN GAMMA PHASE WILL BE THE NEW ZETA SECTOR, RECOMMISSION THESE SECTORS AS NEEDED REPLACE SBNHXX WITH FFHH-65C-R3 ANTENNAS. REPLACE 3 FRLBS WITH 3 AHLOAS. ADD 1 AMOB, 2 ASIAS, AND 4 ABIAS(INSTALL IN FCOA'S), REMOVE 4 FSMFS AND 4 FBBCS (LTE). KEEP EXISTING. 07102018_AD: ADD 1 AMOB, 1 ASIK, AND 1 ABIL, INSTALL IN ADDITIONAL FCOA (TOTAL OF 2) O 0 O 0 2 O 0 z <n 00 0 0 0 h 1 V J zw UU 8 BUILDING YOUR NETWORK I5thANN IVERSARY LDC 1 Sc un Enurgineereing Planning 20210 142nd Avenue NE Ph. 425.806.1869 Woodinville, WA 98072 Fv. 425.482.2893 www.lDCcorp.com DATE: 4-17-18 DRAWN BY: ENS CHECKED BY: RBH SUBMITTALS REV DATE DESCRIPTION 8Y 4-1].18 PRELIMINARY CONSTRUCTION ENS 2 5.17-18 FREUMINARY CONSTRUCTION AAL 7-31-18 FINAL CONSTRUCTION SRN RICHA' STATE OF APPROVAL STAMP SITE SE03024B LEWIS AND CLARK MONOPOLE 15820 PACIFIC HWY S TUKWILA, WA98188 SHEET TITLE TITLE SHEET SHEET NUMBER T-1.0 ion\T18343CD—T1— and dark m nopole\Drawings\co ing: P:\Telecom\2018\118-343 crown castle — se030 REVIEWED FOR CODE COMPLIANCE APPROVED SEP 0 4 2018 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA AUG 0 6 2018 PERMIT CENTER LEGAL DESCRIPTION THAT PORTION OF THE SOUTH HALF OF THE SOUTHWEST QUARTER OF SECTION 22, TOWNSHIP 23 NORTH, RANGE 4 EAST, WM, DESCRIBED AS FOLLOWS: BEGINNING AT HE NORTHWEST CORNER OF TRACT 100 OF SUNNYSIDE GARDENS, DIVISION NO 1 AS PER THE PLAT RECORDED IN VOLUME 25 OF PLATS ON PAGE 50, RECORDS OF KING COUNTY, THENCE SOUTH 26° 38' 32' WEST 16 25 FEET; THENCE SOUTH 00° 29' 01" EAST 147 07 FEET TO THE BEGINNING OF A CURVE CONCAVE NORTHWESTERLY HAVING A RADIUS OF 204 50 FEET; THENCE SOUTHERLY AND SOUTHWESTERLY ALONG SAID CURVE 263 90 FEET THROUGH A CENTRAL ANGLE OF 73° 66' 17"; THENCE ON A NON -TANGENT BEARING OF NORTH 88° 35' 11" WEST 120 12 FEET; THENCE SOUTH 77° 43' 23" WEST 82 86 FEET; THENCE SOUTH 67° 02' 06" WEST 109 32 FEET; THENCE SOUTH 56° 19' 23" WEST 17 36 FEET TO THE NORTHEASTERLY MARGIN OF OLD/MILITARY ROAD; THENCE NORTH 37° 57' 54" WEST ALONG SAID NORTHEASTERLY MARGIN 55 10 FEET TO A POINT HEREINAFTER REFERRED TO AS "POINT A"; THENCE NORTH 67° 02' 06" EAST 140 63 FEET TO THE BEGINNING OF A CURVE CONCAVE SOUTHERLY HAVING A RADIUS OF 220 50 FEET; THENCE NORTHEASTERLY AND EASTERLY ALONG SAID CURVE 95 19 FEET THROUGH A CENTRAL ANGLE OF 24° 44' 07"; THENCE SOUTH 88°17 47" EAST 46 48 FEET TO THE BEGINNING OF A CURVE CONCAVE NORTHWESTERLY HAVING A RADIUS OF 144 50 FEET; THENCE EASTERLY, NORTHEASTERLY AND NORTHERLY ALONG SAID CURVE 232 66 FEET THROUGH A CENTRAL ANGLE OF 92° 15' 14"; THENCE NORTH 00° 29' 01" WEST 163 19 FEET TO A POINT ON THE SOUTHERLY MARGIN OF SO 158TH ST AS SHOWN ON SAID PLAT OF SUNNYSIDE GARDENS DIV NO 1 AND A POINT ON A NON -TANGENT CURVE CONCAVE SOUTHERLY HAVING A RADIUS OF 447 68 FEET, AND AT WHICH POINT THE RADIAL CENTER BEARS SOUTH 02° 15 53" EAST; THENCE EASTERLY ALONG SAID CURVE 19 09 FEET THROUGH A CENTRAL ANGLE OF 00° 37 02"; THENCE SOUTH 88° 28' 13" EAST ALONG SAID SOUTH MARGIN 48 35 FEET TO THE POINT OF BEGINNING. CONTAINING AN AREA OF 39,602 SQUARE FEET MORE OR LESS TOGETHER WITH THAT PORTION OF THE SOUTH HALF OF THE SOUTHWEST QUARTER OF SECTION 22, TOWNSHIP 23 NORTH, RANGE 4 EAST, WM, DESCRIBED AS FOLLOWS: COMMENCING AT AFORESAID "POINT A", THENCE SOUTH 67° 02' 06" WEST 42 91 FEET; THENCE SOUTH 11° 21' 06" WEST 24 46 FEET TO THE SOUTHWESTERLY RIGHT-OF-WAY MARGIN OF OLD MILITARY ROAD, AND THE POINT OF BEGINNING; THENCE CONTINUING SOUTH 11° 21' 06" WEST 151 18 FEET; THENCE SOUTH 53° 19' 37" WEST 25 89 FEET TO THE NORTHERLY RIGHT-OF-WAY MARGIN OF SOUTH 160TH STREET; THENCE SOUTH 88° 38' 54" EAST ALONG SAID MARGIN 46 50 FEET TO THE WESTERLY MARGIN OF OLD MILITARY ROAD; THENCE NORTH 46° 21' 06" EAST ALONG SAID WESTERLY MARGIN 42 43 FEET; THENCE NORTH 00° 22' 45" EAST ALONG SAID WESTERLY MARGIN 100 47 FEET; THENCE NORTH 37° 57 54" WEST ALONG THE SOUTHWESTERLY MARGIN OF OLD MILITARY ROAD 44 43 FEET TO THE POINT OF BEGINNING SITUATED IN KING COUNTY, STATE OF WASHINGTON CONTAINING AN AREA OF 6,379 SQUARE FEET MORE OR LESS w 0 0 z 0 2 CC Q 0 0 z CO 0 c0 ro CO 0 w F— 0 0 zw Ow UU J5thANN IVERSARY L DC 1S(in nurveyinggeering Planning 20210 142nd Avenue NE Ph. 425.806.1869 Woodinville, WA 98072 Fx. 425.482.2893 www.LOCcorp.com DATE: 4-17-18 DRAWN BY: ENS CHECKED BY: RBH SUBMITTALS REV DATE DESCRIPTION BY 0.n-18 PRELIMINARY CONSTRUCTION ENS S17-18 PRELIMINARY CONSTRUCTION AAL 7-61-18 FINAL CONSTRUCTION SRN 8828 RICFW' ALL STATE OF WASHINGTON APPROVAL STAMP SITE SE03024B LEWIS AND CLARK MONOPOLE 15820 PACIFIC HWY S TUKWILA, WA 98188 SHEET TITLE LEGAL DESCRIPTION SHEET NUMBER T-1.1 and clack m nopole\Drawings\construction\T1 GENERAL NOTES: 1. THE PROPOSED INSTALLATION WILL BE UNMANNED AND DOES NOT REQUIRE POTABLE WATER OR SEWER SERVICE. 2. THE PROPOSED INSTALLATION IS UNMANNED AND IS NOT FOR HUMAN HABITATION (NO HANDICAP ACCESS IS REQUIRED) 3. OCCUPANCY IS LIMITED TO PERIODIC MAINTENANCE AND INSPECTION, APPROXIMATELY 2 TIMES PER MONTH, BY T -MOBILE TECHNICIANS. 4. NO NOISE, SMOKE, DUST OR ODOR WILL RESULT FROM THIS PROPOSAL. 5. OUTDOOR STORAGE AND SOLID WASTE CONTAINERS ARE NOT PROPOSED. 6. ALL REFERENCES TO SPECIFIC STANDARDS FOR THIS PROPOSAL ARE UNDERSTOOD TO BE THE LATEST VERSION. 7. THE TENDERED MUST UNDERGO A SITE VISIT TO CAREFULLY EXAMINE AND UNDERSTAND THE SCOPE OF THE WORK REQUIRED BEFORE BID SUBMISSION. NO COMPENSATION IN ANY FORM WILL BE PAID FOR EXPENSES RESULTING FROM FAILURE TO DO SO. 8. IF THE SPECIFIED EQUIPMENT CAN NOT BE INSTALLED AS SHOWN ON THESE DRAWINGS, THE CONTRACTOR SHALL PROPOSE AN ALTERNATIVE INSTALLATION FOR APPROVAL BY THE CONSTRUCTION MANAGER. 9. CONTRACTOR IS RESPONSIBLE FOR FIELD MEASUREMENTS TO CONFIRM LENGTHS OF CABLE TRAYS, ELECTRICAL LINES, AND ANTENNA CABLES. 10. ROUTING OF ALL CONDUITS, CABLES, CABLE TRAYS, ETC. IS INDICATED AS PROPOSED LOCATIONS ONLY. CONFIRM THE EXACT ROUTING WITH THE ON-SITE CONSTRUCTION MANAGER PRIOR TO THE START OF WORK. 11. ALL DAMAGE OR OPENING UP OF THE EXISTING STRUCTURE MUST BE MADE GOOD TO THE PRE -CONSTRUCTION CONDITION OR BETTER. 12. INSPECTION OF COMPLETED WORK IS REQUIRED BEFORE COVERING UP. PROVIDE A MINIMUM OF 72 HOURS NOTICE TO CONSULTANT. 13. REMOVE AND CLEAN UP ANY DEBRIS OR MATERIAL FROM THE SITE THROUGHOUT THE DURATION OF THE CONTRACT ON A DAILY BASIS AND UPON COMPLETION OF THE WORK AS DIRECTED BY THE CONSTRUCTION MANAGER. 14. OBTAIN AND PAY FOR ALL ELECTRICAL PERMITS AND INSPECTIONS REQUIRED FOR COMPLETION OF WORK AND ACCEPTANCE. PROVIDED CERTIFICATES TO THE CONSTRUCTION MANAGER VERIFYING THAT THE WORK CONFORMS TO THE REQUIREMENTS OF ALL CODES AND AUTHORITIES HAVING JURISDICTION. 15. PROVIDE T -MOBILE WITH A WRITTEN WARRANTY, EFFECTIVE FOR ONE YEAR AFTER DATE OF ACCEPTANCE. FOR THE COMPLETE INSTALLATION REPAIR OR REPLACE ANY DEFECTS ARISING DURING THIS PERIOD AT NO EXTRA COST TO T -MOBILE. 16. NO DEVIATIONS FROM DESIGN SHOWN ON THESE DRAWINGS IS ALLOWED WITHOUT WRITTEN APPROVAL FROM THE CONSULTANT. FAILURE TO OBSERVE THIS RULE MAY RESULT IN CONTRACTOR CORRECTING THE INSTALLATION AT THEIR EXPENSE. 17. THE CONTRACTOR SHALL COMPLY WITH ALL LOCAL AND NATIONAL CODES, REGULATIONS AND SAFETY REGULATIONS. ALL OSHA REGULATIONS, ALL PUBLIC AND MUNICIPAL AUTHORITIES, AND ANY UTILITY COMPANIES' REGULATIONS AND DIRECTIVES. 18. THE DRAWINGS AND SPECIFICATIONS ARE A GENERAL DIRECTIVE FOR THE SCOPE OF WORK. EXACT DIMENSIONS AND LOCATIONS MAY CHANGE IN THE FIELD. THE CONTRACTOR IS TO VERIFY THE DIMENSIONS AND LOCATIONS AND REPORT ANY AND ALL DISCREPANCIES TO REPRESENTATIVE. ANY MINOR ERRORS AND OMISSIONS IN THE DRAWINGS AND SPECIFICATIONS DOES NOT EXCUSE THE CONTRACTOR FROM COMPLETING THE PROJECT AND IMPROVEMENTS IN ACCORDANCE WITH THE INTENT OF THESE DOCUMENTS. 19. VERIFICATION THAT EXISTING MONOPOLE CAN SUPPORT THE PROPOSED ANTENNA, COAX AND ADDITIONAL EQUIPMENT LOADING IS TO BE DONE BY OTHERS. 20. ANTENNA AZIMUTHS SHOWN ON THESE DRAWINGS ARE BASED ON TRUE NORTH. ALL AZIMUTHS MUST BE VERIFIED WITH THE CORRECT SMR PRIOR TO CONSTRUCTION. LEGEND AND SYMBOLS: CHAIN LINK FENCE CEDAR FENCE POWER UNDERGROUND POWER TELCO UNDERGROUND TELCO OVERHEAD POWER BOUNDARY CENTERLINE REVISION BUG ELEVATION DETAIL NUMBER SHEET NUMBER SECTION BUG UGP ucr 01 4PROPOSED ELEVATION 0'-0" AGL Ay- -TA ABBREVIATIONS: AFF AFG AFS ALUM AB L ARCH BTS BLDG BM BOT B.O. BOC BOS CJ ti CLG CLR CMU COL CONC CONST CONT CTR DIA/0 DTL (E) EA EJ ELEC EL EQ EW EXP EXT FD FHFB FIN FIN FLR FLR FSMF FTG GA GALV GYP GB HM HOR HR HT HVAC INSUL INT ABOVE FINISHED FLOOR ABOVE FINISHED GRADE ABOVE FINISHED SLAB ALUMINUM ANCHOR BOLT ANGLE ARCHITECTURAL BASE TRANSMISSION SYSTEM BUILDING BEAM BOTTOM BOTTOM OF BOTTOM OF CONCRETE BOTTOM OF STEEL CONTROL JOINT CENTER LINE CEILING CLEAR CONCRETE MASONRY UNIT COLUMN CONCRETE CONSTRUCTION CONTINUOUS CENTER DIAMETER DETAIL EXISTING EACH EXPANSION JOINT ELECTRIC/ELECTRICAL ELEVATION EQUAL EACH WAY EXPANSION EXTERIOR FLOOR DRAIN FLEXI RRH 4 -PIPE 1900 FINISH FINISH FLOOR FLOOR FLEXI MULTIRADIO SYSTEM MODULE FOOTING GAUGE GALVANIZED GYPSUM GYPSUM BOARD HOLLOW METAL HORIZONTAL HOUR HEIGHT HEATING VENTILATION AIR CONDITIONING INSULATION INTERIOR JT LAM LF MANUF MAX MECH MH MM MIN MISC MPH MTL NIC NOM NTS OC OD OH OPNG OPP PCS PR PSI PSF PT RAD RD REINF REQ'D RM R/W SCHED SECT SF SIM SQ FT SS STD STL STRUC TEMP THK TMA T.O. TOS TOC TYP UNO VERT W/ WWM JOINT LAMINATED LINEAL FOOT MANUFACTURER MAXIMUM MECHANICAL MANHOLE MILLIMETER MINIMUM MISCELLANEOUS MILES PER HOUR METAL NOT IN CONTRACT NOMINAL NOT TO SCALE ON CENTER OUTSIDE DIAMETER OVERHEAD OPENING OPPOSITE PERSONAL COMMUNICATION SYSTEM PLATE PAIR POUNDS PER SQUARE INCH POUNDS PER SQUARE FOOT PRESSURE TREATED RADIUS ROOF DRAIN REINFORCED/REINFORCING REQUIRED ROOM RIGHT OF WAY SCHEDULE SECTION SQUARE FOOT SIMILAR SQUARE FOOT STAINLESS STEEL STANDARD STEEL STRUCTURAL TEMPORARY THICK TOWER MOUNTED ANTENNA TOP OF TOP OF STEEL TOP OF CONCRETE TYPICAL UNLESS NOTED OTHERWISE VERTICAL WITH WELDED WIRE MESH REVIEWED FOR CODE COMPLIANCE APPROVED SEP 0 4 2018 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA AU6 0 6 2018 PERMIT CENTER Cel 2 Business Days Before You Dig 1-800-424-5555 UUfNea Undergromd Location Center (MONTANA.WASFINGTON) CCI SITE ID # 825363 LEWIS AND CLARK MONOPOLE Zw Q U BUILDING YOUR NETWORK r5I/2ANNIVERSARY LDC 1 Sower::% Engineering Planning 20210142nd Avenue NE P0. 425.806.1869 Woodinville, WA 98072 Fx 425.482.2893 www.LOCcorp.com DATE: 4-17-18 DRAWN BY: ENS CHECKED BY: RBH SUBMITTALS REV DATE DESCRIPTION BY 4-17-18 PRELIMINARY CONSTRUCTON ENS 2 5.17-18 PRELIMINARY CONSTRUCTION AAL 7-31-18 FINAL CONSTRUCTON SRN 8828 RICHA-' ALI STATE OF WASHINGTON APPROVAL STAMP SITE SE03024B LEWIS AND CLARK MONOPOLE 15820 PACIFIC HWY S TUKWILA, WA 98188 SHEET TITLE GENERAL NOTES SHEET NUMBER G-1.0 is and clork monopole \ Drawings \ construction \ T1 8343CD—A1— P: \ Telecom \ nopole\Drawings\construction\T18343CD—A1— P:\Telecom\ 2018\118-343 BUILDING 2823049016 2223049043 (E) PROPER n L/NE 46033 ic 302' TOWER SETBACK 1 (x L_11 PROPOSED T -MOBILE ANTENNA MOUNTED ON AN EXISTING 96.9' MONOPOLE 29' TOWER SETBACK ADJACENT ZONING: R.O.W. EXISTING T -MOBILE EQUIPMENT PAD WITHIN AN EXISTING FENCED COMPOUND PARKING PA KING I 2223049023 ADJACENT ZONING: CB -C (COMMUNITY BUSINESS URBAN CENTER) 2223049102 ZONING: RC (REGIONAL COMMERCIAL) PARKNG TREES 2223049026 PARKING 2223049042 BUILDING 2223049064 BUILDING (E) PROPERTY LINE 188.4'1 2223049055 2223049075 2223049054 2223049031 BUILDING 2223049101 PARKING 2223049017 PARKING ... ,o... DJACENT ZONING: , `iQi(Z -,s CODE COMPLIANCE \ A .y.,l: �.: ! 7. f \•.rn i/ BUILDING BUILDING PARKING 2223049024 ADJACENT ZONING: RC (REGIONAL COMMERCIAL) SURVEY DISCLAIMER: PROPERTY LINES AND STRUCTURES HAVE BEEN DIGITIZED FROM PREVIOUS PLAN SETS OR FROM ASSESSORS MAPS. LDC HAS NOT COMPLETED A SITE SURVEY AND THEREFORE MAKES NO CLAIM AS TO THE ACCURACY OF INFORMATION DEPICTED ON THIS SHEET. 5379801210 5379801190 S 160TH ST If LANDS 'APING (E) PROPERTY LINE 525.07'~—'"' EXISTING SITE ACCESS SITE PLAN 22"x34" SCALE: 1" = 60' I 11"x17" SCALE: 1" = 120' 1 zw Oc i Q 8 UU /5thANNIVERSARY LDC 1SE nrveyingngineering Planning 20210142nd Avenue NE PK. 425.806.1869 Woodinville, WA 98872 Ex 425.482.2893 mvw.NKmrp.00m DATE: 4-17-18 DRAWN BY: ENS CHECKED BY: RBH SUBMITTALS REV DATE DESCRIPTION BY 4-17-18 PRELIMINARY CONSTRUCTION ENS 2 5-17-18 PRELIMINARY CONSTRUCTION AAL 7-31-18 FINAL CONSTRUCTION SRN APPROVAL STAMP SITE SE03024B LEWIS AND CLARK MONOPOLE 15820 PACIFIC HWY S TUKWILA, WA 98188 SHEET TITLE SITE PLAN SHEET NUMBER A-1.0 x EXISTING LANDSCAPING, TYP 4-7 00 -\/ (\r V a �4 � e p EXISTING 45'-0" FE^^NCED COMPOUND x x x x x 0d x x x I SECTOR 4 : 90° NOTE: • RF MODULES TO BE REMOVED: (4) FSMF AND (5) FBBC • RF MODULES TO REMAIN: (2) FSME AND (1) ESMB • UPGRADE/REPLACE STANDARD PIPE(S) AS NEEDED • ANTENNA PIPE MOUNTS REQUIRE PIPE TO PIPE THREADED ROD CLAMP EXTENSIONS TO ALLOW ANTENNA EDGE TO CLEAR HORIZONTAL MOUNT • KEEP ALL EXISTING CABLING • EXISTING OTHER CARRIER ANTENNA ARRAYS AND BIRD EXCLUDER NOT SHOWN FOR CLARITY • REMOVE EXISTING (2) ULTRASITE EQUIPMENT CABINETS AND RELOCATE EXISTING (1) FCOA NEXT TO POWER CABINET • RF MODULES WITHIN EXISTING FCOA: (4) ABIA, (2) ASIA, (2) AMOB. RF MODULES INSTALLED IN NEW FCOA: (1) AMOB, (1) ABIL, (1) ASIK z aA 0 0 0 w UO Z � LL O f") z REVIEWECIPO CODE COMPL1AN APPRQ CONSTRUCTION PLAN KEYED NOTES 1QPROPOSED T -MOBILE AHLOA UNIT MOUNTED TO ANTENNA MOUNT (3 TOTAL). O2 EXISTING T -MOBILE EQUIPMENT CONCRETE PAD (TO REMAIN). EXISTING T -MOBILE FHFB UNIT MOUNTED TO ANTENNA MOUNT (TYP OF 1 PER SECTOR, 5 TOTAL TO REMAIN). O4 EXISTING 96.9' MONOPOLE (TO REMAIN). • EXISTING T -MOBILE PANEL ANTENNA (4 TOTAL TO REMAIN). O EXISTING T -MOBILE PLATFORM ANTENNA MOUNT (TO REMAIN). 8 EXISTING T -MOBILE FRIG UNIT MOUNTED TO ANTENNA MOUNT (3 TOTAL TO REMAIN). • EXISTING 6'-0" HIGH CHAIN LINK FENCE (TO REMAIN). EXISTING CHAIN LINK ACCESS GATE, TYP (TO REMAIN). 11 EXISTING T -MOBILE FRIJ UNIT MOUNTED TO ANTENNA MOUNT (2 TOTAL TO REMAIN). 12 PROPOSED T -MOBILE FFHH-65C-R3 PANEL ANTENNA (3 TOTAL). Wir Viff 13 EXISTING T -MOBILE TMA MOUNTED TO ANTENNA MOUNT (6 TOTAL TO REMAIN). 14 PROPOSED T -MOBILE FRIJ MOUNTED TO ANTENNA MOUNT (1 TOTAL). 15 EXISTING T -MOBILE ICE BRIDGE (TO REMAIN). 16 PROPOSED T -MOBILE FHFB MOUNTED TO ANTENNA MOUNT (1 TOTAL). MEV 0.EXISTING T -MOBILE DIPLEXER MOUNTED TO ANTENNA MOUNT (TYP 4 PER SECTOR, 20 TOTAL TO REMAIN). EXISTING T -MOBILE PANEL ANTENNA (4 TOTAL TO BE REPLACED). 19 PROPOSED T -MOBILE DIPLEXER MOUNTED TO ANTENNA MOUNT (4 TOTAL). EXISTING T -MOBILE GPS ANTENNA, TYP (TO REMAIN). EXISTING T -MOBILE TELCO ENCLOSURE (TO REMAIN). •• EXISTING OTHER CARRIER EQUIPMENT PAD x 0 EXISTING BOLLARD, TYP x P I EQUIPMENT PAD x 0 sG SEP OA 218 o _ c City of Tukwila BUILDING DMS' RECEIVED CITY OF TUKWILA AUG 06 2018 PERMIT CENTER v°; Cv. c pp XISTING T -MOBILE TRANSFER SWITCH & LOAD CENTER / SUB -PANEL TO REMAIN). XISTING T -MOBILE GENERATOR RECEPTACLE (TO REMAIN). 25 XISTING T -MOBILE METER BASE (TO REMAIN). 26 27 F ROPOSED T -MOBILE HBXX-3319DS-A2M FANEL ANTENNA (2 TOTAL). ROPOSED T -MOBILE MODULES MOUNTED WITHIN PROPOSED ABINET (SEE NOTE FOR MODELS & QUANTITIES). OPOSED FCOA RADIO CABINET (1 TOTAL). LEI EXISTING T -MOBILE RAYCAP COVP BOX MOUNTED TO RING MOUNT (2 TOTAL TO REMAIN). PROPOSED T -MOBILE PIPE TO PIPE MOUNT (1 TOTAL). Ala A\EXISTING T -MOBILE RAYCAP COVP BOX MOUNTED TO H -FRAME NEAR CABINETS (2 TOTAL TO REMAIN). .0> EXISTING T -MOBILE EQUIPMENT CABINET (2 TOTAL TO REMAIN). ENLARGED SITE PLAN 22"x34" SCALE: 3/8" = 1'-0"• I 11"x17" SCALE: 3/16" =1 '-0" SITE NOTES 1. VERIFY ANTENNA MODELS, HEIGHTS & AZIMUTHS. 2. ANALYSIS OF MONOPOLE SHALL BE PERFORMED BY OTHERS AND STAMPED BY A LICENSED STRUCTURAL ENGINEER. 3. PROPOSED ANTENNAS, EQUIPMENT AND MOUNTING HARDWARE NEAR ANTENNA LEVEL SHALL BE PAINTED TO MATCH EXISTING. 4. KEEP ALL EQUIPMENT CLEAR OF CLIMBING LINE. 5. IF SAFETY CLIMB LINE IS OBSTRUCTED, SITE MAY REQUIRE MAN LIFT OR CRANE. RK MONOPOLE CCI SITE ID # 825363 LEWIS AND CL R ,",s---1 o z ?- tfJz s zw ow CtQ UU 15 LDC 1 Surveying nsinee.ing Planning 20210 142nd Avenue NE Ph. 425.806.1869 Woodinville, WA 98072 Ex. 425.482.2893 (hANNIVERSARY ..ww.LDCcorp.coan DATE: 4-17-18 DRAWN BY: ENS CHECKED BY: RBH SUBMITTALS REV DATE DESCRIPTION BY 4-17-18 PRELIMINARY CONSTRUCTION ENS 2 5-17-18 PRELIMINARY CONSTRUCTION AAL 7-31-18 FINAL CONSTRUCTION SRN APPROVAL STAMP SITE SE03024B LEWIS AND CLARK MONOPOLE 15820 PACIFIC HWY S TUKWILA, WA98188 SHEET TITLE ENLARGED SITE PLAN SHEET NUMBER A-2.0 2018 — 11:07om nopole\Drawings\ Drawing: P:\Telecom\2018\118-343 Lu O 0 0 Z 0 2 U 10 r1 00 0 w 1- U U C 1= (f1/4 ZLLJ J H UU 15th ANNIVERSARY LDC ISn.veying Engineering Planning 20210142nd Avenue NE Ph. 425.806.1869 Woodinville, WA 98072 Fx. 425.482.2893 www.LDCoorp.00m DATE: 4-17-18 DRAWN BY: ENS CHECKED BY: RBH SUBMITTALS REV DATE DESCRIPTION BY 4.17.18 PRELIMINARY CONSTRUCTION ENS 2 5.17.18 PRELIMINARY CONSTRUCTION PAL 7.31.18 FINAL CONSTRUCTION SRN 8828 RICHA•. . ALL STATE OF WASHINGTON APPROVAL STAMP SITE SE03024B LEWIS AND CLARK MONOPOLE 15820 PACIFIC HWY S TUKWILA, WA 98188 SHEET TITLE ELEVATIONS SHEET NUMBER A-3.0 hh TOP OF EXISTING BIRD EXCLUDER CONSTRUCTION PLAN KEYED NOTES NOTE: PROPOSED T -MOBILE AHLOA UNIT MOUNTED TO ANTENNA MOUNT in • RF MODULES TO BE REMOVED: (4) FSMF AND (5) FBBC,./;\ • RF MODULES TO REMAIN: (2) FSME AND (1) ESMB • UPGRADE/REPLACE STANDARD PIPE(S) AS NEEDED • ANTENNA PIPE MOUNTS REQUIRE PIPE TO PIPE THREADED ROD CLAMP EXTENSIONS TO ALLOW ANTENNA EDGE TO CLEAR HORIZONTAL MOUNT • KEEP ALL EXISTING CABLING • REMOVE EXISTING (2) ULTRASITE EQUIPMENT CABINETS AND RELOCATE EXISTING (1) FCOA NEXT TO POWER CABINET • RF MODULES WITHIN EXISTING FCOA: (4) ABTA, (2) ASIA, (2) AMOK. RF MODULES INSTALLED IN NEW FCOA: (1) AMOK, (1) ABIL, (1) ASIK (3 TOTAL). MitY 0. EXISTING 96.9' MONOPOLE (TO REMAIN). <> EXISTING T -MOBILE PLATFORM ANTENNA MOUNT (TO REMAIN). 7 EXISTING T -MOBILE FRLB UNIT MOUNTED TO ANTENNA MOUNT (3 TOTAL TO BE REMOVED). ,/,',N EXISTING T -MOBILE FRIG UNIT MOUNTED TO ANTENNA MOUNT (3 TOTAL TO REMAIN). O9 EXISTING 6'-0" HIGH CHAIN LINK FENCE (TO REMAIN). 10 EXISTING CHAIN LINK ACCESS GATE, TYP (TO REMAIN). 11 ( TOTAL TO REMAIN)EXISTING T -MOBILE .UNIT MOUNTED TO ANTENNA MOUNT PROPOSED T -MOBILE FFHH-65C-R3 Ak AM 12 O A, TOP OF EXISTING BIRD EXCLUDER Y 105.5' AGL , / 4) �/ TOP OF EXISTING LIGHTNING ROD • Y 105.5 AGL - ® TOP OF EXISTING LIGHTNING ROD RAD CENTER OF EXISTING T -MOBILE IV 104.7 AGL �i/ TOP OF EXISTING � 104.T AGL � ANTENNAS I''',"(i TIP HEIGHT OF EXISTING AND �'I�L� \i MONOPOLE TIP HEIGHT OF EXISTING 97.5' AGL i_1 PROPOSED T -MOBILE ANTENNAS . ; 1;, • 96.9' AGL �r� IW T -MOBILE ANTENNAS r l TOP OF EXISTING PANEL ANTENNA 3 TOTAL). E ( ) T� WV /,...\ EXISTING T -MOBILE TMA MOUNTED TO ANTENNA MOUNT (6 TOTAL TO REMAIN). T -MOBILE FRIJ MOUNTED TO ANTENNA 0 14 100.0' AGL RAD CENTER OF PROPOSED 4 T-MOBILE ANTENNAS O aFP iii '� 1 O 100.0' AGL W MONOPOLE RAD CENTER OF EXISTING TANTENNAS 96.9' AGL O 7' 97.AGL RAD CENTER OF PROPOSED O T -MOBILE ANTENNAS li • • 40 96.0' AGL O Q •PROPOSED m 4 EXIS). ST EXISTING OTHERN7 CARRIER MICROWAVE (TO REMAIN) - EXISTING OTHER CARRIER ANTENNA ARRAY (TO REMAIN) MOUNT (1 TOTAL). WV!7 15 EXISTING T -MOBILE ICE BRIDGE (TO REMAIN). PROPOSED T -MOBILE FHFB MOUNTED TO ANTENNA MOUNT Q 16 41 96.0' AGL __ EXISTING OTHER CARRIER MICROWAVE E (TO REMAIN) EXISTING OTHER CARRIER ANTENNA ARRAY (TO REMAIN) (1 TOTAL). 17 EXISTING T -MOBILE (TYP 4 PER SECTOR, 18 EXISTING T -MOBILE T- DIPLEXER MOUNTED TO ANTENNA MOUNT 20 TOTAL TO REMAIN). PANEL ANTENNA (4 TOTAL TO BE REPLACED). , 0: _, l ..; .M5)I INTED T.,Q, r 1 L G VW V0VP E OUNT 19PROPOSED (4 TOTAL). 20 EXISTING T -Mt` 21 EXISTING- (2TOTALTB , REVIEWED FOR leeMI5TBVYREF NINeE :ILEUTRINEET SEP 04 2018 of Tukwila BUILDING DIVISION <>" ® _ CITY PERMIT RECEI,•' I�" ' VEDD A RECEIVED OF T�+� AUG 0 6 2018 CENTER 0 . ® ® 40 ® ® O 0 ® ® LE MODULES MOUNTEDPROPOSED Am 26 CABINET (SEE NOBIE FOR MODELS & 27 PROPOSEDHBXX-3319DS-A2Mitrik ink 40% PANEL ANTENNA (2 TOTAL). MP WV qiVi wy 28 PROPOSED FCOA RADIO CABINET (1 TOTAL). 29 EXISTING TOTAL T - R AIBILERAYCAP COVP BOX MOUNTED TO RING MOUNT 31 EXISTING T -MOBILE RAYCAP COVP BOX MOUNTED TO H -FRAME NEAR 31 CABINETS (2 TOTAL TO REMAIN). N 32 EXISTING T -MOBILE EQUIPMENT CABINET(2TOTAL TO REMAIN). i _;, "� _J : „�'*`,._ -?.al:.o''i-,? FINISH GRADE I �a IL , , �pij ". i����y; �',i t SII �;",�� e .'�` ` "i. FINISH GRADE SITE NOTES 1. VERIFY ANTENNA MODELS, HEIGHTS & AZIMUTHS. 2. ANALYSIS OF MONOPOLE SHALL BE PERFORMED BY OTHERS AND STAMPED BY A LICENSED STRUCTURAL ENGINEER. 3. PROPOSED ANTENNAS, EQUIPMENT AND MOUNTING HARDWARE NEAR ANTENNA LEVEL SHALL BE PAINTED TO MATCH EXISTING. 4. KEEP ALL EQUIPMENT CLEAR OF CLIMBING LINE. 5. IF SAFETY CLIMB LINE IS OBSTRUCTED, SITE MAY REQUIRE MAN LIFT OR CRANE. EXISTING 45'-0" FENCED COMPOUND 0.0'AGL � EXISTING 45'-0" FENCED COMPOUND 0.0 AGL Og 9 PROPOSED SOUTH ELEVATION (LOOKING NORTH) 2 EXISTING SOUTH ELEVATION (LOOKING NORTH) 1 22"x34" SCALE: 1/8" = 1'-0" I 11"x17" SCALE: 1/16" = 1'-0" I 22"x34" SCALE: 1/8" = 1'-0" I 11"x17" SCALE: 1/16" = 1'-0" Lu O 0 0 Z 0 2 U 10 r1 00 0 w 1- U U C 1= (f1/4 ZLLJ J H UU 15th ANNIVERSARY LDC ISn.veying Engineering Planning 20210142nd Avenue NE Ph. 425.806.1869 Woodinville, WA 98072 Fx. 425.482.2893 www.LDCoorp.00m DATE: 4-17-18 DRAWN BY: ENS CHECKED BY: RBH SUBMITTALS REV DATE DESCRIPTION BY 4.17.18 PRELIMINARY CONSTRUCTION ENS 2 5.17.18 PRELIMINARY CONSTRUCTION PAL 7.31.18 FINAL CONSTRUCTION SRN 8828 RICHA•. . ALL STATE OF WASHINGTON APPROVAL STAMP SITE SE03024B LEWIS AND CLARK MONOPOLE 15820 PACIFIC HWY S TUKWILA, WA 98188 SHEET TITLE ELEVATIONS SHEET NUMBER A-3.0 P:\Te ecom\2018\t uL 0 0 Z 0 2 0 0 z U) uJ W J 10 Lo co Ot 0 Lu 0 0 0. r—C)0,k ■ ■ ■ .41\ef) Z W 0. UU BUILDING YOUR NETWORK 15th ANNIVERSARY LDC 1 Surveying Engineering Planning 20210 142nd Avenue NE Ph. 425.806.1869 Woodinville, WA 98072 Fx. 425.482.2893 www.LDCcorp.cwn DATE: 4-17-18 DRAWN BY: ENS CHECKED BY: RBH SUBMITTALS REV DATE DESCRIPTION BY 4.17.18 PRELIMINARY CONSTRUCTION ENS 2 5-17-18 PRELIMINARY CONSTRUCTION ML 7.31.18 FINAL CONSTRUCTION SRN 8828 F21CHA• ALL STATE OF WASHINGTON 1 \+ APPROVAL STAMP SITE SE03024B LEWIS AND CLARK MONOPOLE 15820 PACIFIC HWY S TUKWILA, WA98188 SHEET TITLE CONSTRUCTION DETAILS SHEET NUMBER A-4.0 ■�� „Jo Et rerNUN Iilillllllll ';�;"� "I�IR IW�IIi I�III� IWIIII eaI 1/ � 0 1 0 '/ / MANUFACTURER: NOKIA MODEL: ASIA UNIT DIMENSIONS: 8.6"x14.2"x1.7" (UNIT ONLY) WEIGHT: 6.6 LBS (UNIT ONLY) MANUFACTURER: NOKIA MODEL: ABIA UNIT DIMENSIONS: 8.6x14.2"x1.1")UNIT ONLY) WEIGHT: 4.4 LBS (UNIT ONLY) SYNC OUT RF1 — RF2 — RF3 RF4 RFS — RF6 — DC IN EAC SR101 EIF3 EIF1 EIFS ��` •-51 '� ._;0088 C 000008o o °o $'' © \- �,I MI t"J_ o4. o0 © ' 0 •vim . 1 r O3?.-: bb © } °'9 0 00 0 _— Olwl'fla nnnnn SEI1 annnnnoc EIF2 ., s 000000 0000$$ $8888SOOOOQO0000 0 0000 0 00000000°0000O00 •oo®0© • GROUNDING MANUFACTURER: NOKIA MODEL: AMOB UNIT DIMENSIONS: 12.2"x17.6"x23.8" WEIGHT: 50.7 LBS (UNIT ONLY) SYNC IN SEI2 SRI02 EIF4 LMP AMOB DETAIL 6 ABIA DETAIL (ABIL SIMILAR) 5 ASIA DETAIL (ASIK SIMILAR) 4 22"x34" SCALE: N.T.S. I 11"x17" SCALE: N.T.S. I 22"x34" SCALE: N.T.S. I 11"x17" SCALE: N.T.S. I 22"x34" SCALE: N.T.S. I 11"x17" SCALE: N.T.S. RECEIVED CITY OF TUKWILA AUG 0 6 2018 PERMIT CENTER • 30.3" 30.3" i —I —1 0 R I 99 CODE COMP. ' a a1 NCE , S RIGHT FRONT City of Tukwila BUILDING DIVISION OUTDOOR BTS CABINET CLEAR SIDES: 0" MANUFACTURER: NOKIA FCOA CLEAR REAR: 12" CLEAR FRONT: 30.3" FULLY LOADED WEIGHT: 3,100 LBS NOT USED 3 NOT USED 2 FCOA CABINET DETAIL 1 I 22"x34" SCALE: N.T.S. 1 11"x17" SCALE: N.T.S. 1 22"x34" SCALE: N.T.S. I 11"x17" SCALE: N.T.S. I 22"x34" SCALE: N.T.S. I 11"x17" SCALE: N.T.S. uL 0 0 Z 0 2 0 0 z U) uJ W J 10 Lo co Ot 0 Lu 0 0 0. r—C)0,k ■ ■ ■ .41\ef) Z W 0. UU BUILDING YOUR NETWORK 15th ANNIVERSARY LDC 1 Surveying Engineering Planning 20210 142nd Avenue NE Ph. 425.806.1869 Woodinville, WA 98072 Fx. 425.482.2893 www.LDCcorp.cwn DATE: 4-17-18 DRAWN BY: ENS CHECKED BY: RBH SUBMITTALS REV DATE DESCRIPTION BY 4.17.18 PRELIMINARY CONSTRUCTION ENS 2 5-17-18 PRELIMINARY CONSTRUCTION ML 7.31.18 FINAL CONSTRUCTION SRN 8828 F21CHA• ALL STATE OF WASHINGTON 1 \+ APPROVAL STAMP SITE SE03024B LEWIS AND CLARK MONOPOLE 15820 PACIFIC HWY S TUKWILA, WA98188 SHEET TITLE CONSTRUCTION DETAILS SHEET NUMBER A-4.0 Castle — SE03201D Redmond Self Storage\Dr Drawing: P:\Telecom\2018\TI8-344 L 0 o_ 0 z 0 CCCC 0 U 0 z uJ J M LD 00 46 0 w 1- U U ZLU 0Q UU /5th ANNIVERSARY L DC 1 SEngnrYeying ineering Planning 20210142nd Avenue NE Ph 425.806.1869 Woodinville, WA 98072 Ex 425.482.2893 www.LDCcorp.com DATE: 4-17-18 DRAWN BY: ENS CHECKED BY: RBH SUBMITTALS REV DATE DESCRIPTION BY 4-17-18 PRELIMINARY CONSTRUCTION ENS 2 5.17-18 PRELIMINARY CONSTRUCTION ML 7-31-18 FINAL CONSTRUCTION SRN 8828 RICHA• ' ALL STATE Of WASHINGTON APPROVAL STAMP SITE SE03024B LEWIS AND CLARK MONOPOLE 15820 PACIFIC HWY S TUKWILA, WA98188 SHEET TITLE CONSTRUCTION DETAILS SHEET NUMBER A-4.1 RXO4 RXO 3 1 1 I RET 1 EAC 1 „' OPT 2 OPT RXO 1 2 RXO 1 ".11_" (' ^i • j JJ_ 1 .W. LJ[L U, �• AC a ' MANUFACTURER: NOKIA MODEL: FRIJ 1 WEIGHT: TBD DIMENSIONS: 23.75"x16.2"x4.96" MOUNTING KIT: MOUNTING KIT PROVIDED I I I L I�� I I lfatr;:= _- - �I TIT e=a=.1;_ • • IN , �S 11=1 iI I . O 16.2" 1 U rt HAIN EXT \/ \/ O� I I \/ �� \/ �� 14.09„ 1=moi 111■1�` 'M1r11ln�ft! a _ .�... 01 I Im• I1IULThI!I1ii!1!I I --- �� rar. i ri Il 0 0 0 wn1 i �I /_ ANT 4 ANT 3 ANT 2 ANT 1 11; n !�I 11 11 MANUFACTURER: MODEL: FHFB DIMENSIONS: WEIGHT: 51 DIMENSIONS: (W/ MOUNTING WEIGHT: 68.5 MOUNTING MOUNTING NOKIA UNIT 23.0"x12.6"x7.8" LBS (WITH 34.3"x12.6"x7.8" BRACKETS) LBS (W/O SHROUD) KIT: MOUNTING (UNIT ONLY) LOWER BRACKET) SOLAR AND KIT PROVIDED I I 1( 1 NOT USED 6 FHFB DETAIL 5 FRIJ DETAIL 4 I 22"x34" SCALE: N.T.S. I 11"x17" SCALE: N.T.S. I 22"x34" SCALE: N.T.S. I 11"x17" SCALE: N.T.S. 22"x34" SCALE: N.T.S. I 11"x17" SCALE: N.T.S. �� PROPOSED DIPLEXER 111 �; ��' � PIPE BRACKET PER MFR. OPPOSITE SIDE NUT LOCK WASHER . FLAT WASHER PIPE BRACKET PER MFR. RRUS SIDE HEX BOLT ®'� / MOUNTING PIPE MANUFACTURER: COMMSCOPE MODEL: ECC1920-VPUB WEIGHT: 7.9 LBS DIMENSIONS: 7.6"x7.3"x2.6" MOUNTING KIT: MOUNTING KIT PROVIDED VALMONT PART NO. DCP12K OR APPROVED EQUIVALENT 1I1 5" O.D. MAX MOUNTING PIPE ... 151 r © �� a MOUNTING PLATE 7.3" 2.6" / 11111 RECEIVED 1.1 RENEWED COD 1.1 FOR COMPLIANCE —PROVED \ `■ —' \ —1 CITY OF TUKWILA ;0 p 04 2018 A.�G fi 2018 1'1 PERMIT CENTER imzo . Tukwila BUILD I1VISION ■ DIPLEXER MOUNTING DETAIL 3 DIPLEXER DETAIL 2 PIPE TO PIPE MOUNT DETAIL 1 I 22"x34" SCALE: N.T.S. 1 11"x17" SCALE: N.T.S. I 22"x34" SCALE: N.T.S. I 11"x17" SCALE: N.T.S. I 22"x34" SCALE: N.T.S. 1 11"x17" SCALE: N.T.S. L 0 o_ 0 z 0 CCCC 0 U 0 z uJ J M LD 00 46 0 w 1- U U ZLU 0Q UU /5th ANNIVERSARY L DC 1 SEngnrYeying ineering Planning 20210142nd Avenue NE Ph 425.806.1869 Woodinville, WA 98072 Ex 425.482.2893 www.LDCcorp.com DATE: 4-17-18 DRAWN BY: ENS CHECKED BY: RBH SUBMITTALS REV DATE DESCRIPTION BY 4-17-18 PRELIMINARY CONSTRUCTION ENS 2 5.17-18 PRELIMINARY CONSTRUCTION ML 7-31-18 FINAL CONSTRUCTION SRN 8828 RICHA• ' ALL STATE Of WASHINGTON APPROVAL STAMP SITE SE03024B LEWIS AND CLARK MONOPOLE 15820 PACIFIC HWY S TUKWILA, WA98188 SHEET TITLE CONSTRUCTION DETAILS SHEET NUMBER A-4.1 s\construction \T 18343CD—A5-0. dwg and clack monopole \Dr w 0 0 z 0 0 0 uJ J 0) 0) CO 0 LL 0 0 J5thANNIVERSARY L DC 1 SnrYeying Engineering Planning 20210 142nd Avenue NE Ph. 425.806.1869 Woodinville, WA 98072 Ex. 425.482.2893 www.LDCcorp.com DATE: 4-17-18 DRAWN BY: ENS CHECKED BY: RBH SUBMITTALS REV DATE DESCRIPTION BY 4-17-18 PRELIMINARY CONSTRUCTION ENS 2 517-18 PRELIMINARY CONSTRUCTION PAL 7-31-18 FINAL CONSTRUCTION SRN 8828 RICHA- •', AL BTATE OF WASHINGTON APPROVAL STAMP SITE SE03024B LEWIS AND CLARK MONOPOLE 15820 PACIFIC HWY S TUKWILA, WA 98188 SHEET TITLE CONSTRUCTION DETAILS SHEET NUMBER A-5.0 ....411111411112111"Ittil i �k 1 / IP OPT2 PKAMOUNTINGBRACKET PROPOSED UNIT k� �.� %� \ •�I EXISTING UNIT ��� r�. L �� E ., ` ' • % m®„ \ - I mo-. I �I % %% I % .- . �� FPKA MOUNTING BRACKET III 1 �N► M8x12060LT M10x120x105mm BOLT FMFA FIXING POINTS (IF APPLICABLE) 4 �1 OPT1 IlI � 4 I / DCIN RET EAC 1�1a I E ' k C rl GND I 11 .111 � Lr la , I tit.. A L IGED ; ] ( i T ANTI \ ANT2 ANT3 ■■ ANT4 ELEVATION PLAN MANUFACTURER: NOKIA MODEL: AHLOA WEIGHT: 83.8 LBS DIMENSIONS: 22.0"x7.4"x12.1" NOTE: • AHLOA, FHFB, AND FRIJ TO BE MOUNTED VERTICALLY ONLY • MOUNTING PIPE NOT SHOWN FOR CLARITY AHLOA DETAIL 6 RADIO MOUNTING DETAIL 5 FPKA MOUNTING DETAIL 4 I 22"x34" SCALE: N.T.S. I 11"x17" SCALE: N.T.S. I 22"x34" SCALE: N.T.S. I 11"x17" SCALE: N.T.S. 1 22"x34" SCALE: N.T.S. I 11"x17" SCALE: N.T.S. 25.2" 9.3" MANUFACTURER:COMMSCOPEPARTS MODEL: HBXX-3319DS-A2M WEIGHT: 38.1 LBS DIMENSIONS: 57.0'k22.2"x4.9" FREQUENCY: REFER TO RFDS SHEET MANUFACTURER:COMMSCOPE ITEM QTY DESCRIPTION MODEL: FFHH-65C-R3 WEIGHT: 127.6 LBS DIMENSIONS: 95.9"x25.2"x9.3" FREQUENCY: REFER TO RFDS SHEET �...4111, ,• 0 0 1Q 1 ADAPTER, POLE, LOWER - _ 0 0 0 .1 0 1 BRACKET, DOWNTILT, POLE `j 03 1 BRACKET, DOWNTILT, ANTENNA 22.2" 25.2" • 0 • , © ® 6 1/2 X 1 HEX HEAD BOLD �mil 05 6 1/2 SPLINT WASHER \� ar I © 2 5/16 X 1 HEX HEAD BOLT �01: OPTIONAL 07 2 5/16 SPLIT WASHER ,c)!`���...111_ DOWNTILT ® 4 1/2" THREADED ROD � © BRACKET " LIT ER I ORE • VI J LL��PD I• Yi.UT 22.2" IA Ilk i f0`� 0 O •\r PANEL ENNA(1CODE © COMPLIANCE APPROVED SEP 0 4 2018 City of Tukwila nDINC� DIVISIOP! �4.9"f h�—f rn v TOP b L. 0, TOP m m - : -" z b �sign. `, COT CCnTHE UPPER e CITYANTENNA MOUNTING BRACKET AND THE UPPER CITY POLE ADAPTER BRACKET. SECURE USING 1/2 INCH HARDWARE PROVIDED. 2018 2. TO SET THE DEGREE OF DOWNTILT, ALIGN THE DESIRED HOLES ON THE SCISSOR BRACKETS AND AUG 0 SECURE USING 5/16 INCH HARDWARE PROVIDED. THE NUMBER OF CONNECTORS WILL VARY BASED ON ANTENNA TYPE. PERMIT CENTER 1 FRONT SIDE r • FRONT SIDE ANTENNA SPECIFICATIONS 3 ANTENNA SPECIFICATIONS 2 ANTENNA MOUNTING DETAIL .I I 22"x34" SCALE: 1" = 1'-0" I 11"x17" SCALE: 1/2" = 1'-0" I 22"x34" SCALE: N.T.S. I 11"x17" SCALE: N.T.S. I 22"x34" SCALE: 1" = 1'-0" I 11"x17" SCALE: 1/2" = 1'-0" w 0 0 z 0 0 0 uJ J 0) 0) CO 0 LL 0 0 J5thANNIVERSARY L DC 1 SnrYeying Engineering Planning 20210 142nd Avenue NE Ph. 425.806.1869 Woodinville, WA 98072 Ex. 425.482.2893 www.LDCcorp.com DATE: 4-17-18 DRAWN BY: ENS CHECKED BY: RBH SUBMITTALS REV DATE DESCRIPTION BY 4-17-18 PRELIMINARY CONSTRUCTION ENS 2 517-18 PRELIMINARY CONSTRUCTION PAL 7-31-18 FINAL CONSTRUCTION SRN 8828 RICHA- •', AL BTATE OF WASHINGTON APPROVAL STAMP SITE SE03024B LEWIS AND CLARK MONOPOLE 15820 PACIFIC HWY S TUKWILA, WA 98188 SHEET TITLE CONSTRUCTION DETAILS SHEET NUMBER A-5.0 2018 - 11:07am on\T18343CD-RF and clark m nopole\Dr P:\Telecom\ 2018\118-34 w O 0 0 z 0 2 Q J U 03 LTJ J CO 80 o0 w F- U 0 e■ • 4 ■ ■ ■ BUILDING YOUR NETWORK 15�hANNIVERSARY LDC I SEngineeurveying ring Planning 20210142nd Avenue NE Ph. 425.806.1869 Woodinville, WA 98072 Fx 425.482.2893 www.LOCcorp.com DATE: 4-17-18 DRAWN BY: ENS CHECKED BY: RBH SUBMITTALS REV DATE DESCRIPTION BY 4-17-18 PRELIMINARY CONSTRUCTION ENS 2 511-18 PRELIMINARY CONSTRUCTION PAL 7.31-18 FINAL CONSTRUCTION SRN 8828 RIFI CA- -. ALL STATE OF WASHINGTON 4' 411 APPROVAL STAMP SITE SE03024B LEWIS AND CLARK MONOPOLE 15820 PACIFIC HWY S TUKWILA, WA98188 SHEET TITLE ANTENNA CONFIGURATION SHEET NUMBER RF -1.0 EXISTING ANTENNA CONFIGURATION PROPOSED ANTENNA CONFIGURATION SECTOR ANTENNA QUANTITY AZIMUTH MANUF. MODEL # RAD CENTER ANTENNA SIZE MECH. TILT COAX PER ANTENNA COAX 0 COQ LENGTH SECTOR ANTENNA QUANTITY AZIMUTH MANUF. MODEL # RAD CENTER ANTENNA SIZE MECH. TILT COAX PER ANTENNA COAX 0 COAX LENGTH 1 30° ANDREW HBXX-3319DS-A2M 97.7' 57.0" 0° 2 MID -CAP 125' 1 30° ANDREW HBXX-3319DS-A2M 97.7' 57.0" 0° 2 MID -CAP 125' 1 1 60° ANDREW SBNHH-1D65C-SR 96.0' 96.5" 0° 4 7/8" 120' 1 1 60° COMMSCOPE FFHH-65C-R3 96.0' 95.9" 0° 4 7/8" 120' SECTOR ANTENNA QUANTITY AZIMUTH MANUF. MODEL # RAD CENTER ANTENNA SIZE MECH. TILT COAX PER ANTENNA COAX 0 COAX LENGTH SECTOR ANTENNA QUANTITY AZIMUTH MANUF. MODEL # RAD CENTER ANTENNA SIZE MECH. TILT COAX PER ANTENNA COAX 0 COQ LENGTH 1 200° ANDREW TMBXX-6516-A2M 97.5' 59.5" 0° 0 MID -CAP 1 170° ANDREW HBXX-3319DS-A2M 97.7' 57.0" 0° 0 HYBRID 2 1 200° ANDREW SBNHH-1D65C-SR 96.0' 96.5" 0° 4 7/8" 120' 2 1 200° COMMSCOPE FFHH-65C-R3 96.0' 95.9" 0° 4 7/8" 120' SECTOR ANTENNA QUANTITY AZIMUTH MANUF. MODEL # RAD CENTER ANTENNA SIZE MECH. TILT COAX PER ANTENNA COAX 0 COAX LENGTH SECTOR ANTENNA QUANTITY AZIMUTH MANUF. MODEL # RAD CENTER ANTENNA SIZE MECH. TILT COAX PER ANTENNA COAX 0 COAX LENGTH 1 280° ANDREW HBXX-3319DS-A2M 97.7' 57.0" 0° 0 MID -CAP 1 280° ANDREW HBXX-3319DS-A2M 97.7' 57.0" 0° 0 HYBRID 3 1 310° ANDREW SBNHH-1D65C-SR 96.0' 96.5" 0° 4 7/8" 120' 3 1 310° COMMSCOPE FFHH-65C-R3 96.0' 95.9" 0° 4 7/8" 120' SECTOR ANTENNA QUANTITY AZIMUTH MANUF. MODEL # RAD CENTER ANTENNA SIZE MECH. TILT COAX PER ANTENNA COAX 0 COAX LENGTH SECTOR ANTENNA QUANTITY AZIMUTH MANUF. MODEL # RAD CENTER ANTENNA SIZE MECH. TILT COAX PER ANTENNA COAX 0 COAX LENGTH 4 1 90° ANDREW HBXX-3319DS-A2M 97.7' 57.0" 0° 0 MID -CAP 4 1 90° ANDREW HBXX-3319DS-A2M 97.7' 57.0" 0° 0 HYBRID SECTOR ANTENNA QUANTITY AZIMUTH MANUF. MODEL # RAD CENTER ANTENNA SIZE MECH. TILT COAX PER ANTENNA COAX 0 COAX LENGTH SECTOR ANTENNA QUANTITY AZIMUTH MANUF. MODEL # RAD CENTER ANTENNA SIZE MECH. TILT COAX PER ANTENNA COAX 0 COAX LENGTH 5 1 340° ANDREW HBXX-3319DS-A2M 97.7' 57.0" 0° 0 MID -CAP 5 1 230° ANDREW HBXX-3319DS-A2M 97.7' 57.0" 0° 0 HYBRID TASK SUBMITTED ON: 04/27/18 2 MID -CAP 125' SECTOR ANTENNA QUANTITY AZIMUTH MANUF. MODEL # RAD CENTER ANTENNA SIZE MECH. TILT COAX PER ANTENNA COAX 0 COAX LENGTH 6 7/8" 120' 6 1 340° ANDREW HBXX-3319DS-A2M 97.7' 57.0" 0° 0 HYBRID RECEIVED 15.64'E f TASK SUBMITTED ON: 04/27/18 2 MID -CAP 125' 6 7/8" 120' NOTE: • RF MODULES TO BE REMOVED: (4) FSMF AND (5) FBBC • EXISTING OTHER CARRIER ANTENNA ARRAYS EXCLUDER NOT SHOWN FOR CLARITY • RF MODULES TO REMAIN: (2) FSME AND (1) ESMB • REMOVE EXISTING (2) ULTRASITE EQUIPMENT • UPGRADE/REPLACE STANDARD PIPE(S) AS NEEDED RELOCATE EXISTING (1) FCOA NEXT TO POWER • ANTENNA PIPE MOUNTS MAY REQUIRE PIPE TO PIPE • RF MODULES WITHIN EXISTING FCOA: (4) THREADED ROD CLAMP EXTENSIONS TO ALLOW ANTENNA AMOB. RF MODULES INSTALLED IN NEW FCOA: EDGE TO CLEAR HORIZONTAL MOUNT ABIL, (1) ASIK • KEEP ALL EXISTING CABLING EXISTING ANTENNA EXISTING MOUNTED Nm MOUNT EXISTING T -MOBILE FRIJ UNIT n0 13 PROPOSED T -MOBILE 6 AHLOA UNIT MOUNTED TO MOUNTED TO ANTENNA MOUNT TOTAL TO REMAIN) o AND BIRD CABINETS AND CABINET ABIA, (2) ASIA, (2) (1) AMOB, (1) T -MOBILE PANEL (4 TOTAL TO REMAIN) T -MOBILE TMA TO ANTENNA (6 TOTAL TO REMAIN) REVIEWED FOR CODE COMPLIANCE APPROVED SEP 0 4 2018 • Ci of Tukwila •] BUILDING DIVISION FYI CTI NI(` T roinou r rli �N11T CITY OF TUKWILA AU6 0 6 2018 PERMIT CENTER EXISTING T -MOBILE ANTENNA (4 TOTAL to y PANEL TO REMAIN) EXISTING T -MOBILE TMA MOUNTED TO ANTENNA MOUNT v MOUNTED TO ANTENNA (2 TOTAL TO REMAIN) (2 n ANTENNA MOUNT (3 TOTAL) o EXISTING T -MOBILE RAYCAP S COVP BOX MOUNTED TO RING '02,co MOUNT (2 TOTAL TO REMAIN) OR0 �' EXISTING T -MOBILE DIPLEXER q `�Y / MOUNTED TO ANTENNA • j MOUNT (TYP 4 PER SECTOR,' ""�� 20 TOTAL TO REMAIN) ' V ' ,J EXISTING T -MOBILE PLATFORM • ANTENNA MOUNT (TO REMAIN) r, ,, MOUNT O.O SF0 o, ,,o Our ,� A. ��0° 1 ' 0 / / I 0 r EXISTING ANTENNA .� EXISTING (6 TOTAL TO REMAIN) T -MOBILE PLATFORM MOUNT (TO REMAIN) MONOPOLE \ \ 4 ��..+ EXISTING MONOPOLE (TO REMAIN) SECTOR 3:280°°kw ® • ®d,r PROPOSED T-MOBILE�\! / ' r4 HBXX-3319DS-A2M PANEL ) ''I r co gEOYi SECTOR 3:280° � '' :. '.. ', j�.- % I © - - �r .0',..\ ‚\!',:: EXISTING T MOBILE I ►` ANTENNA (4� %�' TOTAL TO BE REPLACED) ' (TO REMAIN) 6� %M aI!. EXISTING T -MOBILE FHFB _ ANTENNA TOTAL) .��.., „ ti- (2 ` �� EXISTING T -MOBILE FHFB UNIT 0 UNTED TO ANTENNA MOUNTPANEL : (TYP OF 1 PER SECTOR, 5 P43 �� v � /a�' TOTAL TO REMAIN) .co / • .,..,- ' UNIT MOUNTED TO ANTENNA - /J ' MOUNT �• G e ` i / / ,J' / I, v' !/�1 O ` ��! 1 ! / ( / / o /;� V 1 �• �/ PROPOSED T -MOBILE ��� / / FFHH-65C-R3 PANEL .- / ///// !!I ANTENNA (3 TOTAL) ti0 ►/�; ' �I C> _ � • yh /.�I!I PROPOSED T -MOBILE FHFB MOUNTED TO ANTENNA MOUNT (1 TOTAL) PROPOSED T -MOBILE FRIJ MOUNTED TO ANTENNA MOUNT 1 TOTAL/! ( ) r //J�� EXISTING T -MOBILE RAYCAP / COVPBOX MOUNTED TORING / // ,k/! (1 I, ,ti MOUNT (2 TOTAL TO REMAIN) / // /a- ' ///// \/ / / / / / J y/ / / /V Y/�1 / ' I EXISTING T -MOBILE FRLB UNIT /��, MOUNTED TO ANTENNA MOUNT a ` ' , / /I �, SECTOR 5 TOTAL TO REMAIN) EXISTING T -MOBILE DIPLEXER MOUNTED TO ANTENNA MOUNT (TYP 4 PER SECTOR, 20 TOTAL TO REMAIN) (3 TOTAL TO BE REMOVED) N �/, t `. �j SECTOR 4:90° I SECTOR 4:90° N e O k EXISTING T -MOBILE FRIG UNIT MOUNTED TO ANTENNA co MOUNT (3 TOTAL TO REMAIN) EXISTING T -MOBILE FRIG UNIT r."�°', MOUNTED TO ANTENNA \- • MOUNT (3 TOTAL TO REMAIN)� __, _ PROPOSED ANTENNA CONFIGURATION 2 EXISTING ANTENNA CONFIGURATION 1 I 22"x34" SCALE: 1/2" = 1'-0" I 11"x17" SCALE: 1/4" = 1'-0" I 22"x34" SCALE: 1/2" = 1'-0" I 11"x17" SCALE: 1/4" = 1'-0" w O 0 0 z 0 2 Q J U 03 LTJ J CO 80 o0 w F- U 0 e■ • 4 ■ ■ ■ BUILDING YOUR NETWORK 15�hANNIVERSARY LDC I SEngineeurveying ring Planning 20210142nd Avenue NE Ph. 425.806.1869 Woodinville, WA 98072 Fx 425.482.2893 www.LOCcorp.com DATE: 4-17-18 DRAWN BY: ENS CHECKED BY: RBH SUBMITTALS REV DATE DESCRIPTION BY 4-17-18 PRELIMINARY CONSTRUCTION ENS 2 511-18 PRELIMINARY CONSTRUCTION PAL 7.31-18 FINAL CONSTRUCTION SRN 8828 RIFI CA- -. ALL STATE OF WASHINGTON 4' 411 APPROVAL STAMP SITE SE03024B LEWIS AND CLARK MONOPOLE 15820 PACIFIC HWY S TUKWILA, WA98188 SHEET TITLE ANTENNA CONFIGURATION SHEET NUMBER RF -1.0 Ings\construction \ T 18343CD—RF2-0 and clerk monopole \ Dr P:\Telecom\ 2018\t 18-343 6Sector_1 Octol Quad.jpg FIFO NOB) Alpha Bata Gamma L TE'. AWS+Pl 5 (UNITS PCS (Alpha Seam) LTE AWS.PCS UMTS PCS ((Ala Seaop IT 18 10 9 0 1MAe tam 0644911 0 twat AWB TMA FHFB (0.00) AHL.OA W l0l4MblIW4) "ORM IMMI FHFB, FHFB Ueh00Y E cOVP 10714: op 44M0001) 1RIA AWP UYTM 0416 AWSUYI1 (WE 44080 100 4y 0 ele IP0.411.R0u) sawn COUP •L s6.sur " ceA litt 02atr`571lLn )pgj .— 0L: polsa.wl fa • E , f Legend AWarret Ks tons KS 4MR GSM A OMR LLS 11142 — i FRIG REVIEWED FOR CODE COMPLIANCE APPROVED SEP 04 2018 City of Tukwila BUILDING DIVISION QIN VCISEMEA AUG 06 2018 P c afJC cENVE.L1 NSN CONFIGURATION DIAGRAM 22"x34" SCALE: N.T.S. I. 11"x17" SCALE: N.T.S. 1 CCI SITE ID # 825363 LEWIS AND CLARK MONOPOLE e❑ 0 Lfi 3 3 02 "1ANN1VF SARY LDC 1 ::::ing Engineering Planning 20210 142nd Avenue NE Ph. 425.806.1869 Woodinville, WA 98072 7x. 425.482.2893 www.LDCcolp.com DATE: 4-17-18 DRAWN BY: ENS CHECKED BY: RBH SUBMITTALS REV DATE DESCRIPTION BY 4-17.18 PRELIMINARY CONSTRUCTION ENS 2 517.18 PRELIMINARY CONSTRUCTION AAL 731.18 FINALCONSTRUCTION SRN APPROVAL STAMP SITE SE03024B LEWIS AND CLARK MONOPOLE 15820 PACIFIC HWY S TUKWILA, WA 98188 SHEET TITLE ANTENNA CONFIGURATION SHEET NUMBER RF -2.0 monopole \ Drawings\ construction \ 7 183 castle — se03024b E 0 x \NA\ U /,', v °/-3 L 0 ,.L v74 00 v ^ c` c a v9° a p O p 4 GROUNDING KEYED NOTES 0. EXISTING GROUND RING AT BASE OF MONOPOLE (FIELD VERIFY). O EXISTING MGB AT BASE OF MONOPOLE. O EXISTING AGB AT ANTENNAS O4 EXISTING AGB CONNECTED TO MGB WITH (2) #2 BTCW. OS PROPOSED T -MOBILE ANTENNA PER PLAN, TYP. <> EXISTING MONOPOLE. 11217 OCONNECT PROPOSED EQUIPMENT WITH #2 BTCW TO AGB (TYPICAL AT EACH UNIT). GENERAL GROUNDING NOTES 1. ALL DETAILS ARE SHOWN IN GENERAL TERMS. ACTUAL INSTALLATION AND CONSTRUCTION MAY VARY DUE TO SITE SPECIFIC CONDITIONS. 2. ANY METAL OBJECTS WITHIN 6 FEET OF THE EXTERNAL GROUND RING SHALL BE GROUNDED. 3. ALL GROUND CONNECTIONS SHALL BE CADWELD AND CLEANED THOROUGHLY THEN COVERED WITH TWO (2) COATS OF SHERWIN WLLIAMS GALVANTE PAINT B350W3 OR EQUAL. SEE 1/E-2.0 FOR TYPICAL CONNECTIONS. 4. ALL WIRES SHALL BE COPPER THHN/THWN. ALL GROUND WIRE SHALL BE GREEN INSULATED WIRE ABOVE GROUND. 3. ALL ELECTRICAL CADWELD AND MECHANICAL CONNECTIONS SHALL HAVE NON -OXIDATION COMPOUND APPLIED TO CONNECTION. 4. ALL MATERIALS AND CADWELD MOLDS, SHOTS, ETC. SHALL BE FURNISHED AND INSTALLED BY CONTRACTOR UNLESS OTHERWISE NOTED. 5. REFER TO DIVISION 16 GENERAL ELECTRIC; GENERAL ELECTRICAL PROVISION AND COMPLY WITH ALL REQUIREMENTS OF GROUNDING STANDARDS. 6. NOTIFY CONSTRUCTION MANAGER IF THERE ARE ANY DIFFICULTIES INSTALLING GROUNDING SYSTEM DUE TO SITE SOIL CONDITIONS. 7. USE PANI SCHEME FOR LOADING GROUNDS ON MGB AS DISCUSSED IN NSTD 119, 33 & 36. REVIEWED FOR CODE COMPLIANCE GROUNDING LEG: D APFkvwtu GROU ;1 BAR (�+Fr] ^ Q GROU ;1 INSPECTIOR'ZLO L 4 1018 • COPP:I• GROUND ROD • COMP'iESSIONCiiof Tukwila CAD L+sBUIII DIIYG DIVISION • SIDE = l FIELD VERIFY & TIE INTO EXISTING GROUNDING SYSTEM SCHEMATIC ANTENNA GROUNDING PLAN 22x34" SCALE: 1/2" =1-0" I 11'x17" SCALE: 1/4" =1-0" 1 PROPRIETARY INFORMATION THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO T -MOBILE SERVICES ARE STRICTLY PROHIBITED. RECEIVED CITY OF TUKWILA AU6 06 2018 PERMIT CENTER CCI SITE ID # 825363 LEWIS AND CLARK MONOPOLE zw Q UU BUILDING YOUR NETWORK 1 ANNIVERSARY &TJc'42nd Avenue NE Ph. 425.806.1869 Woodinville, WA 98072 F. 425.482.2893 www.LOCcorp.com DATE: 4-17-18 DRAWN BY: ENS CHECKED BY: RBH SUBMITTALS REV DATE DESCRIPTION BY 4-1718 PRELIMINARY CONSTRUCTION ENS 2 5-17-18 PRELIMINARY CONSTRUCTION AAL 7-31-18 FINAL CONSTRUCTION SRN 8828 RICHA•:. ALL STATE OF WASHINGTON A, APPROVAL STAMP SITE SE03024B LEWIS AND CLARK MONOPOLE 15820 PACIFIC HWY S TUKWILA, WA 98188 SHEET TITLE SCHEMATIC GROUNDING PLAN SHEET NUMBER E-1.0 construction\TI Clark monopole \ Or costle — se03024b n NEW COAXIAL GROUND KITS W/LONG BARREL COMPRESSION DOUBLE LUGS, ATTACH TO GROUND BAR & INSTALL BY ANTENNA CONTRACTOR (CADWELD TYPE -GL) NEW 4"x20"x1/4 THK COPPER GROUND BAR INSTALLED BY GENERAL CONTRACTOR n �j STRANDED CU WIRE WITH GREEN, 600V, THHN/THWN INSULATION. SIZE AS SPECIFIED TYPICALLY TO 24" COPPER GROUND BAR FL OWR OR ICE BRIDGE, FLOOR OR ON OR TOWER .e PANT SCHEME SPECIFICATIONS: OO 0 0 © 0 00000, O O• O O .O ..... O O O I O 00 0 O 0 O O 0 OO OO OO J PRODUCER (P) \___,12" I ANTENNA CABLE 2 1/2" 0 MAX 120" MAX CONNECTS TO WIRELESS EQUIPMENT CABINETS, CABLE ENTRANCE GROUND BAR (CEGB), MAIN DISTRIBUTION FRAME GROUND BAR (MDFB), AND STANDBY ENGINE GENERATOR SET FRAME AND OTHER NOISE PRODUCING EQUIPMENT. ABSORBER (A) TWO HOLE LUG, BOLTED TO GROUND BAR USING 3/8"-16x1/4" STAINLESS STEEL HEX HEAD BOLTS AND HARDWARE 'TWO HOLE LUG, TO BE USED WITH #2 AWG O O 0 O O O O 0 0 0 0 0 0 0 0 Q 0 0 0 0 0 0 0 0 0 0 Q 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 �� WEATHERPROOFING KIT (SEE NOTE 3) U r 20" MGB OR 10" ANTENNA AGB III,JII IJ LO] I CONNECTS TO THE EARTH ELECTRODE SOLID TINNED BARE CU WIRE OR STRANDED SYSTEM INCLUDING CENTRAL OFFICE CU WIRE WITH GREEN, 600V, TO ANTENNA GROUND GRID, BUILDING STRUCTURAL STRUCTURE, BUILDING RING GROUND OR GROUND, METALLIC WATER PIPE SYSTEM, MGB ANTENNA SUPPORTING STRUCTURE GROUND SYSTEM, AND ELECTRICAL SERVICE ENTRANCE GROUND. NON -ISOLATED (N) CABLE GROUND KIT #6 AWG STRANDED COPPERGROUND WIRE OEE TO GROUND BAR). SNOTE 1 AND 2 NOTES (�l1�'� I EVIE V aDT POR lJ C'lJR CODE COMPLIANCE APPROVED SEP 04 2018 r NOTE FIELD VERIFY //� #2 SOLID BARE TINNED COPPER WIRE CADWELD WJ (TYPE -GL) Ij CONNECTS TO EQUIPMENT NOT IN AN ISOLATED GROUND ZONE (IGZ) SUCH AS CBN EQUIPMENT FRAME GROUNDS AND DC GROUND CONDUCTORS FOR DC 1. COAT ALL MECHANICAL CONNECTIONS WITH "NOOX" OR APPROVED 2. ALL EXISTING & NEW TOWER GROUNDING BARS SHALL BE ATTACHED DIRECTLY TO THE TOWER WITHOUT ISOLATORS. NO WELDING DRILLING PERMITTED. 3. EXISTING HOME RUN GROUND(S) TO BE REMOVED. EQUAL. OR 1. DO NOT INSTALL CABLE GROUND KIT AT A BEND AND ALWAYS DIRECT GROUND WIRE DOWN TO GROUND BA`. 2. GROUNDING KIT SHALL BE ANDREW SUREGROUND TY'I KIT WITH TWO HOLE LUG. 3. WEATHERPROOFING SHALL BE TWO-PART TAPE KIT, City of Tukwila BUILDING DIVISION POWER SYSTEMS THAT SERVE CBN OR BOTH CBN AND IBN EQUIPMENT NOTE ISOLATED (I) *GROUND BARS AT BOTTOM OF TOWERS OR MONOPOLES SHALL CONNECTS TO THE SINGLE POINT CONNECTION BAR (SPCB) FOR IBN USE EXOTHERMIC CONNECTION. COLD SHRINK SHALL NOT BE USED. EQUIPMENT GROUND BAR 6 GROUND BAR CONNNECTION 5 CABLE GROUNDING DETAIL 4 I 22"x34" SCALE: 3/16" = 1-0" I 11"x17" SCALE: 3/32" = 1-0" I 22"x34" SCALE: 1" = 1-0" I 11"x17" SCALE: 1/2" = 1'-0" I 22"x34" SCALE: 2" = 1'-0" I 11"x17" SCALE: 1" =1-0" RX2 Y il+ JUMPER REQUIRED ONLY FOR 1-5/8"0 COAX OR FOR EASE OF CONNECTION `TYP' CONNECTOR i• TO ANTENNAS Y i+ II MI I g �+ IS • I •( TX1/RX1 I� WEATHERPROOFING KIT (TYP) TYP STANDARD GROUND Q KIT (TYP) SEE NOTE. iy RECEIVED w CITY OF TUKWILA AUG 06 2018 PERMIT CENTER ''' TYPE TA TYPE W 111• TYPE GT N 'H`� TYPE VN 44 ` �� TYPE NC TYPE SS WEATHERPROOFING KIT (TYP) SEE NOTE 2 ill`�� ANTENNA CABLE TO BTS EQUIPMENT (TYP) ■I #6 AWG COPPER ANTENNA GROUND BAR, ATTACHED DIRECTLY TO TOWER WITHOUT ISOLATOR. �. TYPE VS * , V re SIF' TYPE VB TYPE PT I I NO WELDING OR DRILLING PERMITTED. NOTES _ _ TO GROUND RING ,•, TYPE GY TYPE `�� GR ; TYPE GL 1. DO NOT INSTALL CABLE GROUND KIT AT A BEND AND ALWAYS DIRECT GROUND WIRE DOWN TO ANTENNA GROUND BAR. 2. WEATHERPROOFING SHALL BE ANDREWS. (TYPE AND PART NUMBER AS SUPPLIED OR RECOMMENDED BY CABLE MANUFACTURER.) ANTENNA GROUND BAR 3 NOT USED 2 TYPICAL CALDWELD CONNECTIONS 1 I 22"x34" SCALE: 1 1/2" = 1-0" I 11"x17" SCALE: 3/4" = 1'-0" I 22"x34" SCALE: N.T.S. 1 11"x17" SCALE: N.T.S. I 22"x34" SCALE: N.T.S. I 11"x17" SCALE: N.T.S. O 0 0 z 0 i U ❑ uJ w —J M LO CO 0w 6 U U BUILDING YOUR NETWORK /5th ANNIVERSARY LDC NEorvengineeryirn ing Planning 20210142nd Avenue NE Ph. 425.806.1869 Woodinville, WA 98072 FEL 425.482.2893 www.LOCcorp.com DATE: 4-17-18 DRAWN BY: ENS CHECKED BY: RBH SUBMITTALS REV DATE DESCRIPTION BY 4-17-18 PRELIMINARY CONSTRUCTION ENS 2 5.17-18 PRELIMINARY CONSTRUCTION AAL 731-18 FINAL CONSTRUCTION SRN 8828 RICHA' AL STATE OF WASHINGTON APPROVAL STAMP SITE SE030248 LEWIS AND CLARK MONOPOLE 15820 PACIFIC HWY S TUKWILA, WA98188 SHEET TITLE GROUNDING DETAILS SHEET NUMBER E-2.0 June 06, 2018 Kevin Nelson Crown Castle 2055 S. Stearman Drive Chandler, AZ 85286 (480) 735-6920 Subject: Carrier Designation: Crown Castle Designation: Engineering Firm Designation: Site Data: Dear Kevin Nelson, REVIEWED FOR CODE COMPLIANCE APPROVED SEP 04 2018 • City of Tukwila BUILDING DIVISION Structural Analysis Report T -Mobile Co -Locate 3 Carrier Site Number: Carrier Site Name: Crown Castle BU Number: Crown Castle Site Name: Crown Castle JDE Job Number: Crown Castle Work Order Number: Crown Castle Order Number: Grp B+T GRP B+T Group 1717 S. Boulder, Suite 300 Tulsa, OK 74119 (918) 587-4630 btwo@btgrp.com TeISE03024B and Clark Monopole 825363 Lewis and Clark Monopole 486220 1584060 427338 Rev. 0 B+T Group Project Number: 125407.002.01 15820 Pacific Hwy. S., Tukwila, King County, WA Latitude 47° 27' 44.35", Longitude -122° 17' 17.44" 95.083 Foot - Monopole Tower B+T Group is pleased to submit this "Structural Analysis Report" to determine the structural integrity of the above mentioned tower. This analysis has been performed in accordance with the Crown Castle Structural `Statement of Work' and the terms of Crown Castle Purchase Order Number 1199329, in accordance with order 427338, revision 0. The purpose of the analysis is to determine acceptability of the tower stress level. Based on our analysis we have determined the tower stress level for the structure and foundation, under the following load case, to be: LC7: Existing + Reserved + Proposed Equipment Sufficient Capacity Note: See Table 1 and Table 2 for the proposed and existing/reserved loading, respectively. This analysis has been performed in accordance with the 2015 International Building Code based upon an ultimate 3 -second gust wind speed of 110 mph converted to a nominal 3 -second gust wind speed of 85 mph per section 1609.3.1 as required for use in the TIA-222-G Standard per Exception #5 of Section 1609.1.1. Exposure Category C with a maximum topographic factor 1 and Risk Category II were used in this analysis. All equipment proposed in this report shall be installed in accordance with the attached drawings for the determined available structural capacity to be effective. We at B+T Group appreciate the opportunity of providing our continuing professional services to you and Crown Castle. If you have any questions or need further assistance on this or any other projects please give us a call. Structural analysis prepared by: John Landon Respectfully submitted by: B+T Engineering, Inc. COA: 3425 Expires: 12/31/2018 John W. Kelly, P.E., S.E. tnxTower Report - version 7.0.5.1 RECEIVED CITY OF TUKWILA AU6062018 PERMIT CENTER 95.083 Ft Monopole Tower Structural Analysis Report Project Number 125407.002.01, Order 427338, Revision 0 TABLE OF CONTENTS 1) INTRODUCTION 2) ANALYSIS CRITERIA Table 1 - Proposed Antenna and Cable Information Table 2 - Existing and Reserved Antenna and Cable Information Table 3 - Design Antenna and Cable Information 3) ANALYSIS PROCEDURE Table 4 - Documents Provided 3.1) Analysis Method 3.2) Assumptions 4) ANALYSIS RESULTS Table 5 - Section Capacity (Summary) Table 6 — Tower Components vs. Capacity 4.1) Recommendations 5) APPENDIX A tnxTower Output 6) APPENDIX B Base Level Drawing 7) APPENDIX C Additional Calculations tnxTower Report - version 7.0.5.1 June 06, 2018 CCI BU No. 825363 Page 2 95.083 Ft Monopole Tower Structural Analysis Report Project Number 125407.002.01, Order 427338, Revision 0 1) INTRODUCTION June 06, 2018 CCI BU No. 825363 Page 3 This tower is a 95.083 ft. monopole tower designed by FWT and mapped by TEP in June of 2012. The original design standard and wind speed are unknown. 2) ANALYSIS CRITERIA The structural analysis was performed for this tower in accordance with the requirements of TIA-222-G Structural Standards for Steel Antenna Towers and Antenna Supporting Structures using a 3 -second gust wind speed of 85 mph with no ice, 30 mph with 0.25 inch ice thickness and 60 mph under service loads, exposure category C with topographic category 1 and crest height of 0 feet. Table 1 - Proposed Antenna and Cable Information Mounting Level (ft) Center Lineof Elevation (ft) Number Antennas Antenna Manufacturer Antenna Model Number of Feed Lines Feed Line Size (in) Note 95.0 99.0 6 Commscope HBXX-3319DS-A2M -- -- -- 3 Nokia AHLOA 97.0 3 Commscope FFHH-65C-R3 96.0 8 Andrew ECC1920-VPUB 4 Andrew ETT19V2S12UB 1 Nokia FHFB 1 Nokia FRIJ 92.0 92.0 -- -- -- 1 1-1/4 -- Table 2 - Existinct and Reserved Antenna and Cable Information Mounting Level (ft) Center Line Elevation (ft) Number of Antennas Antenna Manufacturer Antenna Model Numb er of Feed Lines Feed Line Size (in) Note 95.0 99.0 1 Csa Wireless A-18A24E-C -- -- 2 98.0 4 Andrew HBXX-3319DS-R2M 2 7/8 5 1 Andrew TMBXX-6516-R2M 97.0 4 Commscope CBC1921Y-DS-2X 2 Nokia FRLB 96.0 3 Commscope SBNH-1D65C-SR 16 Andrew ECC1920-VPUB 12 7/8 2 2 Andrew ETT19V2S12UB 3 Nokia FHFB 2 Nokia FRIG 2 Nokia FRIJ 95.0 1 -- Platform Mount [LP 301-1] 94.0 1 Nokia FHFB 92.0 96.0 1 Raycap TME-RNSNDC-7771-PF-48 2 1 Nokia TME-FHFB 2 Nokia TME-FHFB 1 1-3/5 5 94.0 1 Nokia FRLB 1 Nokia TME -FRIG 1 1-1/4 2 92.0 1 Raycap TME-RNSNDC-7771-PF-48 tnxTower Report - version 7.0.5.1 95.083 Ft Monopole Tower Structural Analysis Report Project Number 125407.002.01, Order 427338, Revision 0 June 06, 2018 CCI BU No. 825363 Page 4 Mounting Level (ft) Center Line Elevation (ft) Number of Antennas Antenna Manufacturer Antenna Model Numb er of Feed Lines Feed Line Size (in) Note Tower Mapping TEP, Project Order# 123949 1 -- Side Arm Mount [SO 102-3] TEP, Project Order# 123949 3568106 CCI Sites 82 0 86.0 1 Radiowaves SP2-5.8 1 1/4 4 82.0 1 -- Pipe Mount [PM 601-1] 58.0 58.0 3 Rfs Celwave APXVBBLL15X 43-C-120 1 1-7/16 3 3 Samsung Telecom. 800MHZ EXT. FILTER 6 Samsung Telecom. 800MHZ RRU 3 Samsung Telecom. M-MIMO AAU 1 Samsung Telecom. 2.5G 8T8R Radar Filter 3 1-1/4 1 3 Samsung Telecom. RRH-P4 1 -- T -Arm Mount [TA 602-3] Notes: 1) Existing Equ'pment 2) Existing, Reserved and Future Equipment 3) Reserved Equipment 4) Abandoned Equipment; Not Considered in This Analysis 5) Equipment To Be Removed; Not Considered in This Analysis Table 3 - Design Antenna and Cable Information Mounting Level (ft) Center Lineof Elevation (ft) Number Antennas Antenna Manufacturer Antenna Model Number of Feed Lines Feed Line Size (in) Information Not Available 3) ANALYSIS PROCEDURE Table 4 - Documents Provided Document Remarks Reference Source Online Order Information T -Mobile Co -Locate, Rev# 0 427338 CCI Sites Tower Mapping TEP, Project Order# 123949 3568110 CCI Sites Foundation Mapping TEP, Project Order# 123949 3568106 CCI Sites Geotech Report ADaPT Engineering, Inc. Job No. WA98-1012 3451350 CCI Sites Antenna Configuration Crown CAD Package Date: 06/04/2018 CCI Sites 3.1) Analysis Method tnxTower (version 7.0.5.1), a commercially available analysis software package, was used to create a three-dimensional model of the tower and calculate member stresses for various loading cases. Selected output from the analysis is included in Appendix A. tnxTower Report - version 7.0.5.1 95.083 Ft Monopole Tower Structural Analysis Report Project Number 125407.002.01, Order 427338, Revision 0 3.2) Assumptions June 06, 2018 CCI BU No. 825363 Page 5 1) Tower and structures were built in accordance with the manufacturer's specifications. 2) The tower and structures have been maintained in accordance with the manufacturer's specification. 3) The configuration of antennas, transmission cables, mounts and other appurtenances are as specified in Tables 1 and 2 and the referenced drawings. 4) Mount areas and weights are assumed based on photographs provided. 5) The existing base plate grout was not considered in this analysis. This analysis may be affected if any assumptions are not valid or have been made in error. B+T Group should be notified to determine the effect on the structural integrity of the tower. 4) ANALYSIS RESULTS Table 5 - Section Capacity (Summa Section No. Elevation (ft) Component Type Size Critical Element P (K) SF*P_allow (K) % Capacity Pass /Fail L1 95.083 - 46.003 Pole TP24.26x13.06x0.188 1 -8.828 900.718 103.6 Pass2 L2 46.003 - 0 Pole TP37.32x23.194x0.25 2 -15.184 1718.970 88.7 Pass Summary Pole (L1) 103.6 Pass2 Rating = 103.6 Pass2 Table 6 - Tower Component Stresses vs. Capacity — LC7 Notes Component Elevation (ft) % Capacity Pass / Fail 1 I Anchor Rods Base 61.5 Pass 1 Base Plate Base 36.4 Pass 1 Base Foundation (Structure) Base 56.2 Pass 1 1 Base Foundation (Soil Interaction) I Base 36.1 Pass Structure Rating (max from all components) = 103.6% Notes: 1) See additional documentation in "Appendix C — Additional Calculations" for calculations supporting the % capacity consumed. 2) Capacities up to 105% are considered acceptable based on analysis methods used. 4.1) Recommendations The tower and its foundation have sufficient capacity to carry the proposed load configuration. No modifications are required at this time. tnxTower Report - version 7.0.5.1 APPENDIX A TNXTOWER OUTPUT 46.0 ft 0.0 ft DESIGNED APPURTENANCE LOADING TYPE 49.033 49.080 TYPE ELEVATION 3.030 o TME-RNSNDC-7771-PF-48 (E) A572-65 (6) ECC1920-VPUB (E) 95 TME-FHFB (E) 92 ON 95 TME -FRIG (E) 12 1 o 95 lN 37.320 (2) FHFB (E) O 4' x 2" Pipe Mount (E) N FHFB (E) Section Length (ft) Number of Sides Thickness (in) Socket Length (ft) od 12 Bot Dia (in) cs Weight (K) 5.9 46.0 ft 0.0 ft DESIGNED APPURTENANCE LOADING TYPE ELEVATION TYPE ELEVATION Lightning Rod 3/4" x 8' (E) 99.5 TME-RNSNDC-7771-PF-48 (E) 92 (6) ECC1920-VPUB (E) 95 TME-FHFB (E) 92 (2) ECC1920-VPUB (E) 95 TME -FRIG (E) 92 (8) ECC1920-VPUB (E) 95 (2) 4' x 2" Pipe Mount (E) 92 (2) FHFB (E) 95 4' x 2" Pipe Mount (E) 92 FHFB (E) 95 Side Ann Mount [SO 102-3] (E) 92 FHFB (E) 95 Pipe Mount [PM 601-1] (E) 82 FRIG (E) 95 SP2-5.8 (AB) 82 FRIG (E) 95 M-MIMO AAU w/ Mount Pipe (R) 58 FRIJ (E) 95 M-MIMO AAU w/ Mount Pipe (R) 58 FRIJ (E) 95 APXVBBLL15X_43-C-I20 w/ Mount Pipe (R) 58 (2) ETT19V2S12UB (E) 95 A-18A24E-C (E) 95 APXVBBLL15X_43-C-120 w/ Mount Pipe (R) 58 (2) HBXX-3319DS-A2M (P) 95 (2) HBXX-3319DS-A2M (P) 95 APXVBBLL15X_43-C-I20 w/ Mount Pipe (R) 58 (2) HBXX-3319DS-A2M (P) 95 800MHZ EXT FILTER (R) 58 FFHH-65C-R3 (P) 95 800MI-IZ EXT. FILTER (R) 58 FFHH-65C-R3 (P) 95 800MHZ EXT. FILTER (R) 58 FFHH-65C-R3 (P) 95 (2) 800MHZ RRU (R) 58 (2) ETT19V2S12UB (P) 95 (2) 800MHZ RRU (R) 58 (2) ETT19V2S12UB (P) 95 (2) 800MHZ RRU (R) 58 (2) ECC1920-VPUB (P) 98 RRH-P4 (E) 58 (6) ECC1920-VPUB (P) 98 RRH-P4 (E) 58 AHLOA (P) 95 RRH-P4 (E) 58 AHLOA(P) 95 2 5G 8T8R RADAR FILTER (E) 58 AHLOA (P) 95 (2) 5' x 2" Pipe Mount (E) 58 FRIJ (P) 95 (2) 5' x 2" Pipe Mount (E) 58 FHFB (P) 95 (2) 5' x 2" Pipe Mount (E) 58 Platform Mount [LP 301-1] (E-4 Mount Pipes Per Sector) 95 T -Arm Mount [TA 602-3] (E) 58 TME-RNSNDC-7771-PF-48 (E) 92 M MIM AAU w/ Mount Pipe (R) 58 MATERIAL STRENGTH GRADE Fy Fu GRADE I Fy Fu A572-65 65 ksi 80 ksi TOWER DESIGN NOTES 1. Tower is located in King County, Washington. 2. Tower designed for Exposure C to the TIA-222-G Standard. 3. Tower designed for a 85 mph basic wind in accordance with the TIA-222-G Standard. 4. Deflections are based upon a 60 mph wind. 5. Tower Structure Class II. 6. Topographic Category 1 with Crest Height of 0.000 ft ' 7. TOWER RATING: 103.6% ALL REACTIONS ARE FACTORED AXIAL 15K SHEAR t \MOMENT 16 K ( , 1141 kip -ft TORQUE 1 kip -ft REACTIONS - 85 mph WIND B+T Group �,r 1717 S. Boulder, Suite 300 B.T GRP Tulsa, OK 74119 Phone: (918) 587-4630 FAX: (918) 295-0265 '°b' 125407.002.01 - Lewis and Clark Monopole, WA (BU# 82536. Project: Client: Crown Castle Drawn by: Rakshak App'd: Code: TIA-222-G Date: 06!06/18 Scale: NTS Path:,.,,,., ,....-. --,-M ..-.... -- Dwg No. E-1 Elevation (ft 0 Vx Vz Global Mast Shear (K) 5 10 15 TIA-222-G - 85 mph Exposure C 20 95.08 °b 125407.002.01 - Lewis and Clark Monopole, WA (BU# 82536 Project: 95.083 Drawn by: Rakshak 46.00 Code: TIA-222-G Date' 06/06/18 Scale: NTS Path:e..-,-._�...-s.. ' — -� vL'�^ .._-- Dwg No. E-4 1I 46.003 0.000 o.00. 5 10 15 20 0 Maximum Values Mx Mz Global Mast Moment (kip -ft) 500 1000 1500 0 500 1000 1500 B+T Group 1717 S. Boulder, Suite 300 s.T G12r Tulsa, OK 74119 Phone: (918) 587-4630 FAX: (918) 295-0265 °b 125407.002.01 - Lewis and Clark Monopole, WA (BU# 82536 Project: 95.083 Drawn by: Rakshak App'd: Code: TIA-222-G Date' 06/06/18 Scale: NTS Path:e..-,-._�...-s.. ' — -� vL'�^ .._-- Dwg No. E-4 46.003 0.000 0 500 1000 1500 B+T Group 1717 S. Boulder, Suite 300 s.T G12r Tulsa, OK 74119 Phone: (918) 587-4630 FAX: (918) 295-0265 °b 125407.002.01 - Lewis and Clark Monopole, WA (BU# 82536 Project: cent: Crown Castle Drawn by: Rakshak App'd: Code: TIA-222-G Date' 06/06/18 Scale: NTS Path:e..-,-._�...-s.. ' — -� vL'�^ .._-- Dwg No. E-4 Elevation (ft) 0 Deflection (in) 10 15 20 25 95.0831 Job 125407.002.01 - Lewis and Clark Monopole, WA (BU# 82536, 1111 1111 1111 1111 IIII 1 I 1111 1111 a.00a- 1I 1 1111 1111 1 1111 1111 1111 1111 HI 1111 111 l-1 1111 0.001 II1I 1111 1111 II1 1111 III 1 I 1111 10 20 TIA-222-G - Service - 60 mph Maximum Values Tilt (deg) Twist (deg) 2.5 0 0.5 1 1.5 2 IILIIHIIIIHHIIIJ Job 125407.002.01 - Lewis and Clark Monopole, WA (BU# 82536, 1111 1111 1111 1111 IIII 1 I 1111 1111 1111 1I 1 1111 1111 IIII 1111 1111 1111 1111 HI 1111 111 1111 1111 1111 1111 II1I 1111 1111 II1 1111 III 1 I 1111 IIII III I IIII II11 1111 1111 III I IIII 1 I 1111 II1 1111 1111 1111 1111 IIII 111 1111 1111 IIII IIII 1111 1111 1111 1111 1111 1I 1 IIII IIII 1111 1111 I111 1111 1111 HH 1111 111 1111 II11 1111 1111 II1 IIII 1 I 1111 1111 III 1111 IIII 1111 II1 II11 IIII 1111 1111 IIII IIII IIII 1111 1111 1111 1111 IIII IIII 1111 III 1111 IIII 1111 1111 1111 1111 1111 IIII 1111 1I 1 1111 1111 I I I I 1111 11 1 I I I I 1111 1111 I I I I 1111 1111 1111 1111 1111 111 1111 1111 IIII II11 I I I I 1111 1111 I I I I 1111 III 1111 IIII I I I I I I I I I I I I II11 1111 1111 IIII IIII 1111 1111 LLL£-1JJJ_ =1=1 -1 -1_ -=LLL 1..1JJJ_ 1111 IIII I I I I 1111 1111 1111 111 1111 1111 1111 1111 1111 1111 1111 1111 1111 1111 1111 1111 1111 1111 11 1 1111 1111 1111 1111 1111 1111 1111 1111 1111 111 1111 1111 1111 1111 111 1111 1111 1111 1111 1111 1111 1111 1111 1111 III 1111 1111 1111 1111 1111 I I I I 1111 1111 1111 1111 1111 1111 1111 1111'1111 1111 1111 1111 I I I I IIII 1111 1111 1111 I I I I 1111 1111 1111 1111 111 1111 1111 1111 I I I I IIII 1111 1111 1111 1111 1111 1111 1111 1111 1111 H 11111 1111 1111 1111 1 1 11111 1111 1111 1111 1111 1111 1111 1111 1111 1111 1111 1111 1111 IIII 111 1111 1111 1111 1111 1111 1111 1111 1111 1111 1111 1111 1111 1111 1111 111 1111 1 11 1 1111 1111 1111 1111 1111 1111 1III 1111 1111 1111 1111 1111 1111.1111 1111 1111 1111 05 15 25 0.05 0.1 95.083 I I I I I I 1 I 1 1 I I I 1 I I 1 I I 1 I 1 1 I I I 1 I I 1 I I 1 I I 1 I I 1 I 1 1 I I I 1 I I 1 I I I 1 I I I 1 I I I 1 I I I 1 I I I 1 I 1 1 1 I 1 1 1 I I I 1 I I 1 1 I I 1 1 I I 1 I I 1 1 1 I I 1 1 I -1==1__L _1= I I 1 I I I I I I I 1 I I 1 1 I I I 1 I 1 1 1 I 1 1 1 I 1 1 1 I 1 1 1 I 1 1 1 I 1 1 1 I I I 1 I 1 1 1 I I 1 1 I 1 1 I 1 1 1 I I I 1 I 1 1 1 I 1 I 1 I 1 1 1 I 1 1 I I 1 I 1 I 1 1 I I 1 I 1 I 1 1 1 I 1 1 1 1 1 1 1 1 I I I I I 1 1 1 1 1 I 1 1 1 1 1 1 I 1 1 1 1 I I 1 1 1 1 1 1 I 1 1 1 I I I 1 I I 1 1 I I I 1 I I 1 I I I 1 I I I 1 I I I 1 I 1 1 1 I 1 1 I I 1 1 1 I 1 1 1 1 1 1 I I 1 1 I 1 I 1 I I__ 1 46.003 I 1 1 I 1 I 1 I 1 1 1 I 1 1 1 I I 1 1 I 1 1 1 I 1 1 1 I 1 1 1 I 1 I 1 I 1 1 1 I 1 I 1 I 1 1 1 I 1 1 1 I 1 1 1 I 1 1 1 I 1 1 1 I 1 1 1 I 1 1 I I 1 1 1 I 1 1 1 I 1 1 1 I 1 1 1 I 1 1 1 I 1 1 1 I 1 1 1 I 1 1 1 I 1 1 1 I 1 1 1 1 I I I 1 0.000 0.05 01 B+T Group �j� 1717 S. Boulder, Suite 300 awl' GRP OK 74119 Phone: (918) 587 4630 FAX: (918) 295-0265 Job 125407.002.01 - Lewis and Clark Monopole, WA (BU# 82536, Project: trent: Crown Castle Drawn by: Rakshak AP".Tulsa, code" TIA-222-G Date: 06/06/18 Scale: NTS Path:`� -, ---- - R Mme__ m. - Dwy No. E 5 Elevation (ft) 95 083 Feed Line Distribution Chart 0' - 95'1" Round Rat App In Face App Out Face Truss Leg Face A 95.000 Face B 95.000 Face C B+T Group �.r 1717 S. Boulder, Suite 300 B•T GRPTulsa, OK 74119 Phone: (918) 587-4630 FAX: (918) 295-0265 Safety Line 3/8 (E) Project: 92.000 Drawn by: Rakshak App°. 92.000 a I 0 (12) LDF5-50A(7/8) (E)� 1 1 Scale: NTS Path:n n ,... � ^.r _ �� ryTW, y,— —... g No. E 7 82.000 82.000 ASU9324TYP01(1-1/4) (E) ASU9324TYP01(1-1/4) (P) � I I M I i I i I 1 58.000 58.000 46.003 (3) TYPE 1(1-1/4) (E) TYPE 2(1-7/16) (R) 46.003 0.000 0.000 B+T Group �.r 1717 S. Boulder, Suite 300 B•T GRPTulsa, OK 74119 Phone: (918) 587-4630 FAX: (918) 295-0265 Job 125407.002.01- Lewis and Clark Monopole, WA (BU# 82536. Project: Client: Crown Castle Drawn by: Rakshak App°. Code. TIA-222-G Date: 06/06/18 Scale: NTS Path:n n ,... � ^.r _ �� ryTW, y,— —... g No. E 7 inxTower B+T Group 1717 S. Boulder, Suite 300 Tulsa, OK 74119 Phone: (918) 587-4630 FAX: (918) 295-0265 Job 125407.002.01 - Lewis and Clark Monopole, WA (BU# 825363) Page 1 of 18 Project Date 08:55:39 06/06/18 Client Crown Castle Designed by Rakshak Tower Input Data There is a pole section. This tower is designed using the TIA-222-G standard. The following design criteria apply: Tower is located in King County, Washington. Basic wind speed of 85 mph. Structure Class II. Exposure Category C. Topographic Category 1. Crest Height 0.000 ft. Deflections calculated using a wind speed of 60 mph. A non-linear (P -delta) analysis was used. Pressures are calculated at each section. Stress ratio used in pole design is 1. Local bending stresses due to climbing loads, feed line supports, and appurtenance mounts are not considered. Options Consider Moments - Legs Consider Moments - Horizontals Consider Moments - Diagonals Use Moment Magnification -4 Use Code Stress Ratios Use Code Safety Factors - Guys Escalate Ice Always Use Max Kz Use Special Wind Profile Include Bolts In Member Capacity Leg Bolts Are At Top Of Section Secondary Horizontal Braces Leg Use Diamond Inner Bracing (4 Sided) SR Members Have Cut Ends SR Members Are Concentric Distribute Leg Loads As Uniform Assume Legs Pinned Assume Rigid Index Plate Use Clear Spans For Wind Area Use Clear Spans For KL/r Retension Guys To Initial Tension -4 Bypass Mast Stability Checks Use Azimuth Dish Coefficients 4 Project Wind Area of Appurt. Autocalc Torque Arm Areas Add IBC .6D+W Combination Sort Capacity Reports By Component Triangulate Diamond Inner Bracing Treat Feed Line Bundles As Cylinder Use ASCE 10 X -Brace Ly Rules Calculate Redundant Bracing Forces Ignore Redundant Members in FEA SR Leg Bolts Resist Compression All Leg Panels Have Same Allowable Offset Girt At Foundation J Consider Feed Line Torque Include Angle Block Shear Check Use TIA-222-G Bracing Resist. Exemption Use TIA-222-G Tension Splice Exemption Poles 4 Include Shear -Torsion Interaction Always Use Sub -Critical Flow Use Top Mounted Sockets Tapered Pole Section Geometry Section Elevation Section Length ft ft Ll 95.083-46.003 49.080 L2 46.003-0.000 49.033 Splice Length ft 3.030 Number of Sides Top Diameter in Bottom Diameter in Wall Thickness in Bend Radius in Pole Grade 12 13.060 24.260 12 23.194 37.320 0.188 0.750 A572-65 (65 ksi) 0.250 1.000 A572-65 (65 ksi) Tapered Pole Properties tower B+T Group 1717 S. Boulder, Suite 300 Tulsa, OK 74119 Phone: (918) 587-4630 FAX: (918) 295-0265 Job 125407.002.01 - Lewis and Clark Monopole, WA (BU# 825363) Page 2 of 18 Project Date 08:55:39 06/06/18 Client Crown Castle Designed by Rakshak Section Tip Dia. Area in int I in4 r C I/C J It/Q in in in3 in4 int in w/t LI 13.521 7.772 164.373 4.608 6.765 24.297 333.065 3.825 2.998 15.987 25.116 14.534 1074.996 8.618 12.567 85.543 2178.232 7.153 5.999 31.996 L2 24.915 18.470 1240.978 8.214 12.014 103.292 2514.558 9.090 5.546 22.183 38.637 29.841 5234.191 13.271 19.332 270.756 10605.891 14.687 9.332 37.327 Tower Gusset Gusset Gusset Grade Adjust. Factor Adjust. Weight Mult. Double Angle Double Angle Double Angle Elevation Area Thickness Ai Factor Stitch Bolt Stitch Bolt Stitch Bolt (per face) Ar Spacing Spacing Spacing Diagonals Horizontals Redundants ft ft1 in in in in L1 95.083-46.003 L2 46.003-0.000 1 1 1 1 Feed Line/Linear Appurtenances - Entered As Round Or Flat Description Sector Component Placement Type ft Total Number Start/End Width or Perimeter Weight Number Per Row Position Diameter in in klf LDF1-50A(1/4) B Surface Ar 82.000 - 0.000 1 1 0.140 0.345 0.000 (AB) (CaAa) *** TYPE I(1-1/4) B Surface Ar 58.000 - 0.000 3 2 0.300 1.299 0.001 (E) (CaAa) 0.360 TYPE 2(1-7/16) B Surface Ar 58.000 - 0.000 1 1 0.250 1.440 0.001 (R) (CaAa) 0.270 *** Safety Line 3/8 A Surface Ar 95.083 - 0.000 1 1 0.100 0.375 (E) (CaAa) 0.150 *** 0.110 0.000 Feed Line/Linear Appurtenances - Entered As Area Description Face Allow Component or Shield Type Leg Placement ft Total Number CAAA fie/ft Weight klf LDF5-50A(7/8) C No Inside Pole 95.000 - 0.000 12 (E) *** No Ice 0.000 0.000 ASU9324TYP01(1-1/4) C No Inside Pole 92.000 - 0.000 1 No Ice 0.000 0.001 (E) ASU9324TYP01(1-1/4) C No Inside Pole 92.000 - 0.000 1 No Ice 0.000 0.001 (P) *** Feed Line/Linear Appurtenances Section Areas inxTower B+T Group 1717 S. Boulder, Suite 300 Tulsa, OK 79119 Phone: (918) 587-4630 FAX.- (918) 295-0265 Job 125407.002.01 - Lewis and Clark Monopole, WA (BU# 825363) Page 3 of 18 Project Date 08:55:39 06/06/18 Client Crown Castle Designed by Rakshak Tower Tower Face AR AF CAAA CAAA Weight Section Elevation In Face Out Face ft ftp ft' ft2 ft2 K Ll 95.083-46.003 A 0.000 0.000 1.841 0.000 0.011 B 0.000 0.000 6.086 0.000 0.032 C 0.000 0.000 0.000 0.000 0.291 L2 46.003-0.000 A 0.000 0.000 1.725 0.000 0.010 B 0.000 0.000 20.163 0.000 0.117 C 0.000 0.000 0.000 0.000 0.279 Feed Line Center of Pressure Section Elevation ft CPX in CPZ in CPX Ice in CPZ Ice in L1 95.083-46.003 0.175 -0.021 0.175 -0.021 L2 46.003-0.000 0.542 0.022 0.542 0.022 Shielding Factor Ka Tower Section Feed Line Record No. Description Feed Line Segment Elev. K, No Ice K Ice L1 8 LDF1-50A(1/4) 46.00 - 82.00 1.0000 1.0000 Ll 10 TYPE I(1-1/4) 46.00 - 58.00 1.0000 1.0000 Ll 11 TYPE 2(1-7/16) 46.00 - 58.00 1.0000 1.0000 L1 14 Safety Line 3/8 46.00 - 95.08 1.0000 1.0000 Discrete Tower Loads Description Face Offset Offsets: Azimuth or Type Horz Adjustment Leg Lateral Placement Vert ft ft ft ft CAAA CAAA Weight Front Side ft2 ft2 K Lightning Rod 3/4" x 8' C None 0.000 99.500 No Ice 0.600 0.600 0.030 (E) *** (6) ECC1920-VPUB A From Leg 4.000 0.000 95.000 No Ice 0.462 0.179 0.008 (E) 0.000 1.000 (2) ECC1920-VPUB B From Leg 4.000 0.000 95.000 No Ice 0.462 0.179 0.008 (E) 0.000 1.000 (8) ECC1920-VPUB C From Leg 4.000 0.000 95.000 No Ice 0.462 0.179 0.008 (E) 0.000 1.000 (2) FHFB A From Leg 4.000 0.000 95.000 No Ice 3.631 2.386 0.053 inxTower B+T Group 1717 S. Boulder, Suite 300 Tulsa, OK 74119 Phone: (918) 587-4630 FAX: (918) 295-0265 Job 125407.002.01 - Lewis and Clark Monopole, WA (BU# 825363) Page 4 of 18 Project Date 08:55:39 06/06/18 Client Crown Castle Designed by Rakshak Description Face Offset Offsets: Azimuth Placement or Type Horz Adjustment Leg Lateral Vert ft ft ft ft CAAA CAAA Weight Front Side f� f12 K (E) 0.000 1.000 FHFB B From Leg 4.000 0.000 95.000 No Ice 3.631 2.386 0.053 (E) 0.000 1.000 FHFB B From Leg 4.000 0.000 95.000 No Ice 3.631 2.386 0.053 (E) 0.000 -1.000 FRIG A From Leg 4.000 0.000 95.000 No Ice 2.398 0.962 0.048 (E) 0.000 1.000 FRIG C From Leg 4.000 0.000 95.000 No Ice 2.398 0.962 0.048 (E) 0.000 1.000 FRIJ B From Leg 4.000 0.000 95.000 No Ice 2.415 1.520 0.069 (E) 0.000 1.000 FRIJ C From Leg 4.000 0.000 95.000 No Ice 2.415 1.520 0.069 (E) 0.000 1.000 (2) ETT19V2S12UB C From Leg 4.000 0.000 95.000 No Ice 0.572 0.276 0.014 (E) 0.000 1.000 A-18A24E-C B From Leg 4.000 0.000 95.000 No Ice 5.633 0.536 0.018 (E) 0.000 4.000 (2) HBXX-3319DS-A2M A From Leg 4.000 0.000 95.000 No Ice 10.571 3.015 0.038 (P) 0.000 4.000 (2) HBXX-3319DS-A2M B From Leg 4.000 0.000 95.000 No Ice 10.571 3.015 0.038 (P) 0.000 4.000 (2) HBXX-3319DS-A2M C From Leg 4.000 0.000 95.000 No Ice 10.571 3.015 0.038 (P) 0.000 4.000 FFHH-65C-R3 A From Leg 4.000 0.000 95.000 No Ice 21.138 9.367 0.126 (P) 0.000 2.000 FFHH-65C-R3 B From Leg 4.000 0.000 95.000 No Ice 21.138 9.367 0.126 (P) 0.000 2.000 FFHH-65C-R3 C From Leg 4.000 0.000 95.000 No Ice 21.138 9.367 0.126 (P) 0.000 2.000 (2) MT] 9V2S 12UB A From Leg 4.000 0.000 95.000 No Ice 0.572 0.276 0.014 (P) 0.000 1.000 (2) ETT19V2S12UB B From Leg 4.000 0.000 95.000 No Ice 0.572 0.276 0.014 (P) 0.000 1.000 (2) ECC 1920-VPUB A From Leg 4.000 0.000 95.000 No Ice 0.462 0.179 0.008 (P) 0.000 1.000 (6) ECC 1920-VPUB B From Leg 4.000 0.000 95.000 No Ice 0.462 0.179 0.008 (P) 0.000 1.000 AHLOA A From Leg 4.000 0.000 95.000 No Ice 2.229 1.391 0.084 t Tower B+T Group 1717 S. Boulder, Suite 300 Tulsa, OK 74119 Phone: (918) 587-4630 FAX:(918) 295-0265 Job 125407.002.01 - Lewis and Clark Monopole, WA (BU# 825363) Page 5 of 18 Project Date 08:55:39 06/06/18 Client Crown Castle Designed by Rakshak Description Face Offset Offsets: Azimuth Placement or Type Horz Adjustment Leg Lateral Vert ft ft ft ft CAAA CAAA Weight Front Side ftp ft2 K (P) 0.000 4.000 AHLOA B From Leg 4.000 0.000 95.000 No Ice 2.229 1.391 0.084 (P) 0.000 4.000 AHLOA C From Leg 4.000 0.000 95.000 No Ice 2.229 1.391 0.084 (P) 0.000 4.000 FRIJ A From Leg 4.000 0.000 95.000 No Ice 2.415 1.520 0.069 (P) 0.000 1.000 FHFB C From Leg 4.000 0.000 95.000 No Ice 3.631 2.386 0.053 (P) 0.000 1.000 Platform Mount [LP 301-1] C None 0.000 95.000 No Ice 30.100 30.100 1.589 (E-4 Mount Pipes Per Sector) *0* TME-RNSNDC-7771-PF-48 A From Leg 0.500 0.000 92.000 No Ice 3.203 1.027 0.015 (E) 0.000 0.000 TME-RNSNDC-7771-PF-48 A From Leg 0.500 0.000 92.000 No Ice 3.203 1.027 0.015 (E) 0.000 4.000 TME -FIB C From Leg 0.500 0.000 92.000 No Ice 3.631 2.386 0.050 (E) 0.000 4.000 TME -FRIG C From Leg 0.500 0.000 92.000 No Ice 2.403 0.968 0.057 (E) 0.000 2.000 (2) 4' x 2" Pipe Mount A From Leg 0.500 0.000 92.000 No Ice 0.785 0.785 0.029 (E) 0.000 0.000 4' x 2" Pipe Mount C From Leg 0.500 0.000 92.000 No Ice 0.785 0.785 0.029 (E) 0.000 0.000 Side Arm Mount [SO 102-3] C None 0.000 92.000 No Ice 3.000 3.000 0.081 (E) *** Pipe Mount [PM 601-1] B From Leg 0.500 0.000 82.000 No Ice 3.000 0.900 0.065 (E) 0.000 0.000 *0* M-MIMO AAU w/ Mount A From Leg 4.000 0.000 58.000 No Ice 7.013 3.244 0.160 Pipe 0.000 (R) 0.000 M-MIMO AAU w/ Mount B From Leg 4.000 0.000 58.000 No Ice 7.013 3.244 0.160 Pipe 0.000 (R) 0.000 M-MIMO AAU w/ Mount C From Leg 4.000 0.000 58.000 No Ice 7.013 3.244 0.160 Pipe 0.000 (R) 0.000 APXVBBLL15X_43-C-I20 A From Leg 4.000 0.000 58.000 No Ice 11.496 7.181 0.099 w/ Mount Pipe 0.000 (R) 0.000 APXVBBLL15X_43-C-I20 B From Leg 4.000 0.000 58.000 No Ice 11.496 7.181 0.099 w/ Mount Pipe 0.000 (R) 0.000 inxTower B+T Group 1717 S. Boulder, Suite 300 Tulsa, OK 74119 Phone: (918) 587-4630 FAX: (918) 295-0265 Job 125407.002.01 - Lewis and Clark Monopole, WA (BU# 825363) Page 6 of 18 Project Date 08:55:39 06/06/18 Client Crown Castle Designed by Rakshak Description Face Offset Offsets: Azimuth Placement or Type Horz Adjustment Leg Lateral Vert ft ft ft2 ft ft CAAA CAAA Weight Front Side ft2 K APXVBBLL15X_43-C-I20 C From Leg 4.000 0.000 58.000 No Ice 11.496 7.181 0.099 w/ Mount Pipe 0.000 (R) 0.000 800MHZ EXT. FILTER A From Leg 4.000 0.000 58.000 No Ice 1.016 0.293 0.007 (R) 0.000 0.000 800MHZ EXT. FILTER B From Leg 4.000 0.000 58.000 No Ice 1.016 0.293 0.007 (R) 0.000 0.000 800MHZ EXT. FILTER C From Leg 4.000 0.000 58.000 No Ice 1.016 0.293 0.007 (R) 0.000 0.000 (2) 800MHZ RRU A From Leg 4.000 0.000 58.000 No Ice 1.650 2.310 0.060 (R) 0.000 0.000 (2) 800MHZ RRU B From Leg 4.000 0.000 58.000 No Ice 1.650 2.310 0.060 (R) 0.000 0.000 (2) 800MHZ RRU C From Leg 4.000 0.000 58.000 No Ice 1.650 2.310 0.060 (R) 0.000 0.000 RRH-P4 A From Leg 4.000 0.000 58.000 No Ice 2.735 1.789 0.060 (E) 0.000 0.000 RRH-P4 B From Leg 4.000 0.000 58.000 No Ice 2.735 1.789 0.060 (E) 0.000 0.000 RRH-P4 C From Leg 4.000 0.000 58.000 No Ice 2.735 1.789 0.060 (E) 0.000 0.000 2.5G 8T8R RADAR FILTER A From Leg 4.000 0.000 58.000 No Ice 0.807 0.320 0.022 (E) 0.000 0.000 (2) 5' x 2" Pipe Mount A From Leg 4.000 0.000 58.000 No Ice 1.000 1.000 0.029 (E) 0.000 0.000 (2) 5' x 2" Pipe Mount B From Leg 4.000 0.000 58.000 No Ice 1.000 1.000 0.029 (E) 0.000 0.000 (2) 5' x 2" Pipe Mount C From Leg 4.000 0.000 58.000 No Ice 1.000 1.000 0.029 0.000 0.000 T -Arm Mount [TA 602-3] C None 0.000 58.000 No Ice 11.590 11.590 0.774 (E) (E) Dishes tnxTower B+T Group 1717 S. Boulder, Suite 300 Tulsa, OK 74119 Phone: (918) 587-4630 FAX: (918) 295-0265 Job 125407.002.01 - Lewis and Clark Monopole, WA (BU# 825363) Page 7 of 18 Project Date 08:55:39 06/06/18 Client Crown Castle Designed by Rakshak Description Face Dish Offset Offsets: Azimuth 3 dB Elevation Outside Diameter Area Aperture Weight or Type Type Horz Adjustment Beam Leg Lateral Width Vert ft ft fi ft2 SP2-5.8 B Paraboloid w/o From 1.000 70.000 82.000 2.000 No Ice 3.140 0.022 (AB) Radome Face 0.000 4.000 Load Combinations Comb. No. Description 1 Dead Only 2 1.2 Dead+1.6 Wind 0 deg - No Ice 3 0.9 Dead+1.6 Wind 0 deg - No Ice 4 1.2 Dead+1.6 Wind 30 deg - No Ice 5 0.9 Dead+1.6 Wind 30 deg - No Ice 6 1.2 Dead+1.6 Wind 60 deg - No Ice 7 0.9 Dead+1.6 Wind 60 deg - No Ice 8 1.2 Dead+1.6 Wind 90 deg - No Ice 9 0.9 Dead+1.6 Wind 90 deg - No Ice 10 1.2 Dead+1.6 Wind 120 deg - No Ice 11 0.9 Dead+1.6 Wind 120 deg - No Ice 12 1.2 Dead+1.6 Wind 150 deg - No Ice 13 0.9 Dead+1.6 Wind 150 deg - No Ice 14 1.2 Dead+1.6 Wind 180 deg - No Ice 15 0.9 Dead+1.6 Wind 180 deg - No Ice 16 1.2 Dead+1.6 Wind 210 deg - No Ice 17 0.9 Dead+1.6 Wind 210 deg - No Ice 18 1.2 Dead+1.6 Wind 240 deg - No Ice 19 0.9 Dead+1.6 Wind 240 deg - No Ice 20 1.2 Dead+1.6 Wind 270 deg - No Ice 21 0.9 Dead+1.6 Wind 270 deg - No Ice 22 1.2 Dead+1.6 Wind 300 deg - No Ice 23 0.9 Dead+1.6 Wind 300 deg - No Ice 24 1.2 Dead+1.6 Wind 330 deg - No Ice 25 0.9 Dead+1.6 Wind 330 deg - No Ice 26 Dead+Wind 0 deg - Service 27 Dead+Wind 30 deg - Service 28 Dead+Wind 60 deg - Service 29 Dead+Wind 90 deg - Service 30 Dead+Wind 120 deg - Service 31 Dead+Wind 150 deg - Service 32 Dead+Wind 180 deg - Service 33 Dead+Wind 210 deg - Service 34 Dead+Wind 240 deg - Service 35 Dead+Wind 270 deg - Service 36 Dead+Wind 300 deg - Service 37 Dead+Wind 330 deg - Service Maximum Member Forces Section Elevation Component No. ft Type Condition L1 95.083 - Pole Max Tension Gov. Load Comb. 1 Axial Major Axis Minor Axis Moment Moment K kip ft kip ft 0.000 0.000 0.000 inxTower B+T Group 1717 S. Boulder, Suite 30008:55:39 Tulsa, OK 74119 Phone: (918) 587-4630 FAX: (918) 295-0265 Job 125407.002.01 - Lewis and Clark Monopole, WA (BU# 825363) Page 8 of 18 Project Date 06/06/18 Client Crown Castle Designed by Rakshak Section Elevation Component No. ft Type Condition Gov. Axial Major Axis Minor Axis Load Moment Moment Comb. K kip ft kip ft 46.003 Max. Compression 6 -8.864 -372.627 212.848 Max. Mx 20 -8.845 434.246 8.401 Max. My 2 -8.837 8.865 436.098 Max. Vy 20 -12.602 434.246 8.401 Max. Vx 2 -12.641 8.865 436.098 Max. Torque 20 -0.693 L2 46.003 - 0 Pole Max Tension 1 0.000 0.000 0.000 Max. Compression 6 -15.185 -967.319 553.158 Max. Mx 20 -15.185 1125.634 18.062 Max. My 2 -15.184 19.523 1141.006 Max. Vy 20 -15.678 1125.634 18.062 Max. Vx 2 -16.228 19.523 1141.006 Max. Torque 20 -0.691 Maximum Reactions Location Condition Gov. Load Comb. Vertical K Horizontal, X Horizontal, Z K K Pole Max. Vert 2 15.206 0.215 Max. fix 21 11.404 15.658 Max. Hz 2 15.206 0.215 Max. Mx 2 1141.006 0.215 Max. Mx 8 1120.924 -15.598 Max. Torsion 10 0.553 -13.566 Min. Vert 25 11.404 7.962 Min. IL 8 15.206 -15.598 Min. H, 14 15.206 -0.077 Min. Mx 14 -1135.191 -0.077 Min. M, 20 -1125.634 15.658 Min. Torsion 20 -0.689 15.658 16.207 0.191 16.207 16.207 -0.073 -7.898 13.622 -0.073 -16.151 -16.151 0.191 0.191 Tower Mast Reaction Summary Load Combination Vertical K Shear, K Shear, K Overturning Overturning Torque Moment, M Moment, M kip ft kip ft kip ft Dead Only 12.671 0.000 0.000 -0.294 -0.242 0.000 1.2 Dead+1.6 Wind 0 deg - No 15.206 -0.215 -16.207 -1141.006 19.523 0.421 Ice 0.9 Dead+1.6 Wind 0 deg - No 11.404 -0.215 -16.207 -1128.660 19.366 0.418 Ice 1.2 Dead+1.6 Wind 30 deg - No 15.206 7.655 -13.531 -972.585 -547.213 0.142 Ice 0.9 Dead+1.6 Wind 30 deg - No 11.404 7.655 -13.531 -961.975 -541.236 0.143 Ice 1.2 Dead+1.6 Wind 60 deg - No 15.206 13.472 -7.720 -553.158 -967.319 -0.237 Ice 0.9 Dead+1.6 Wind 60 deg - No 11.404 13.472 -7.720 -547.092 -956.789 -0.234 Ice 1.2 Dead+1.6 Wind 90 deg - No 15.206 15.598 0.073 6.752 -1120.924 -0.386 Ice tnxTower B+T Group 1717 S. Boulder, Suite 300 Tulsa, OK 74119 Phone: (918) 587-4630 FAX. (918) 295-0265 Job 125407.002.01 - Lewis and Clark Monopole, WA (BU# 825363) Page 9 of 18 Project Date 08:55:39 06/06/18 Client Crown Castle Designed by Rakshak Load Combination Vertical K Shear Shear Overturning Overturning Moment, M Moment, M K K kip ft kip ft Torque kip ft 0.9 Dead+1.6 Wind 90 deg - No 11.404 15.598 0.073 6.762 -1108.734 -0.381 Ice 1.2 Dead+1.6 Wind 120 deg - 15.206 13.566 7.898 569.269 -976.160 -0.553 No Ice 0.9 Dead+1.6 Wind 120 deg - 11.404 13.566 7.898 563.197 -965.528 -0.547 No Ice 1.2 Dead+1.6 Wind 150 deg - 15.206 7.873 13.601 978.597 -567.689 -0.548 No Ice 0.9 Dead+1.6 Wind 150 deg - 11.404 7.873 13.601 968.104 -561.470 -0.542 No Ice 1.2 Dead+1.6 Wind 180 deg - 15.206 0.077 16.151 1135.191 -7.735 -0.332 No Ice 0.9 Dead+1.6 Wind 180 deg - 11.404 0.077 16.151 1123.098 -7.567 -0.328 No Ice 1.2 Dead+1.6 Wind 210 deg - 15.206 -7.688 13.504 969.409 549.586 -0.066 No Ice 0.9 Dead+1.6 Wind 210 deg - 11.404 -7.688 13.504 959.025 543.729 -0.067 No Ice 1.2 Dead+1.6 Wind 240 deg - 15.206 -13.558 7.655 546.541 974.405 0.487 No Ice 0.9 Dead+1.6 Wind 240 deg - 11.404 -13.558 7.655 540.738 963.945 0.483 No Ice 1.2 Dead+1.6 Wind 270 deg - 15.206 -15.658 -0.191 -18.062 1125.634 0.689 No Ice 0.9 Dead+1.6 Wind 270 deg - 11.404 -15.658 -0.191 -17.757 1113.535 0.682 No Ice 1.2 Dead+1.6 Wind 300 deg - 15.206 -13.605 -7.961 -575.624 979.078 0.673 No Ice 0.9 Dead+1.6 Wind 300 deg - 11.404 -13.605 -7.961 -569.294 968.561 0.667 No Ice 1.2 Dead+1.6 Wind 330 deg - 15.206 -7.962 -13.622 -981.157 575.001 0.552 No Ice 0.9 Dead+1.6 Wind 330 deg - 11.404 -7.962 -13.622 -970.449 568.845 0.547 No Ice Dead+Wind 0 deg - Service 12.671 -0.060 -4.516 -316.655 5.244 0.124 Dead+Wind 30 deg - Service 12.671 2.133 -3.770 -269.915 -151.916 0.038 Dead+Wind 60 deg - Service 12.671 3.754 -2.151 -153.603 -268.412 -0.073 Dead+Wind 90 deg - Service 12.671 4.346 0.020 1.664 -311.020 -0.115 Dead+Wind 120 deg - Service 12.671 3.780 2.201 157.668 -270.886 -0.155 Dead+Wind 150 deg - Service 12.671 2.194 3.790 271.191 -157.605 -0.148 Dead+Wind 180 deg - Service 12.671 0.021 4.500 314.622 -2.311 -0.088 Dead+Wind 210 deg - Service 12.671 -2.142 3.763 268.621 152.240 -0.021 Dead+Wind 240 deg - Service 12.671 -3.778 2.133 151.358 270.049 0.133 Dead+Wind 270 deg - Service 12.671 -4.363 -0.053 -5.215 312.000 0.191 Dead+Wind 300 deg - Service 12.671 -3.791 -2.218 -159.849 271.369 0.193 Dead+Wind 330 deg - Service 12.671 -2.218 -3.796 -272.322 159.302 0.163 Solution Summary Load Comb. Sum of Applied Forces PX PY PZ K K K PX K Sum of Reactions PY PZ K K % Error 1 0.000 -12.671 0.000 0.000 12.671 2 -0.215 -15.206 -16.207 0.215 15.206 3 -0.215 -11.404 -16.207 0.215 11.404 4 7.655 -15.206 -13.531 -7.655 15.206 5 7.655 -11.404 -13.531 -7.655 11.404 6 13.472 -15.206 -7.720 -13.472 15.206 0.000 16.207 16.207 13.531 13.531 7.720 0.000% 0.000% 0.000% 0.000% 0.000% 0.000% tnxTower B+T Group 1717 S. Boulder, Suite 300 Tulsa, OK 74119 Phone: (918) 587-4630 FAX: (918) 295-0265 Job 125407.002.01 - Lewis and Clark Monopole, WA (BU# 825363) Page 10 of 18 Project Date 08:55:39 06/06/18 Client Crown Castle Designed by Rakshak Sum of Applied Forces Sum of Reactions Load PX PY PZ PX PY PZ Comb. K K K K K K % Error 7 13.472 -11.404 -7.720 -13.472 11.404 7.720 8 15.598 -15.206 0.073 -15.598 15.206 -0.073 9 15.598 -11.404 0.073 -15.598 11.404 -0.073 10 13.566 -15.206 7.898 -13.566 15.206 -7.898 11 13.566 -11.404 7.898 -13.566 11.404 -7.898 12 7.873 -15.206 13.601 -7.873 15.206 -13.601 13 7.873 -11.404 13.601 -7.873 11.404 -13.601 14 0.077 -15.206 16.151 -0.077 15.206 -16.151 15 0.077 -11.404 16.151 -0.077 11.404 -16.151 16 -7.688 -15.206 13.504 7.688 15.206 -13.504 17 -7.688 -11.404 13.504 7.688 11.404 -13.504 18 -13.558 -15.206 7.655 13.558 15.206 -7.655 19 -13.558 -11.404 7.655 13.558 11.404 -7.655 20 -15.658 -15.206 -0.191 15.658 15.206 0.191 21 -15.658 -11.404 -0.191 15.658 11.404 0.191 22 -13.605 -15.206 -7.961 13.605 15.206 7.961 23 -13.605 -11.404 -7.961 ' 13.605 11.404 7.961 24 -7.962 -15.206 -13.622 7.962 15.206 13.622 25 -7.962 -11.404 -13.622 7.962 11.404 13.622 26 -0.060 -12.671 -4.516 0.060 12.671 4.516 27 2.133 -12.671 -3.770 -2.133 12.671 3.770 28 3.754 -12.671 -2.151 -3.754 12.671 2.151 29 4.346 -12.671 0.020 -4.346 12.671 -0.020 30 3.780 -12.671 2.201 -3.780 12.671 -2.201 31 2.194 -12.671 3.790 -2.194 12.671 -3.790 32 0.021 -12.671 4.500 -0.021 12.671 -4.500 33 -2.142 -12.671 3.763 2.142 12.671 -3.763 34 -3.778 -12.671 2.133 3.778 12.671 -2.133 35 -4.363 -12.671 -0.053 4.363 12.671 0.053 36 -3.791 -12.671 -2.218 3.791 12.671 2.218 37 -2.218 -12.671 -3.796 2.218 12.671 3.796 0.000% 0.000% 0.000% 0.000% 0.000% 0.000% 0.000% 0.000% 0.000% 0.000% 0.000% 0.000% 0.000% 0.000% 0.000% 0.000% 0.000% 0.000% 0.000% 0.000% 0.000% 0.000% 0.000% 0.000% 0.000% 0.000% 0.000% 0.000% 0.000% 0.000% 0.000% Non -Linear Convergence Results Load Combination 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 Converged? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Number of Cycles 4 4 4 5 5 5 5 4 4 5 5 5 5 4 4 5 5 5 5 5 Displacement Tolerance 0.00000001 0.00000001 0.00000001 0.00000001 0.00000001 0.00000001 0.00000001 0.00000001 0.00000001 0.00000001 0.00000001 0.00000001 0.00000001 0.00000001 0.00000001 0.00000001 0.00000001 0.00000001 0.00000001 0.00000001 Force Tolerance 0.00000001 0.00081735 0.00024177 0.00062888 0.00023760 0.00063327 0.00023922 0.00079131 0.00021474 0.00062516 0.00023154 0.00065888 0.00024698 0.00097144 0.00038972 0.00062055 0.00023399 0.00060810 0.00022827 0.00006530 tnx ot. er B+T Group 1717 S. Boulder, Suite 300 Tulsa, OK 74119 Phone: (918) 587-4630 FAX: (918) 295-0265 Job 125407.002.01 - Lewis and Clark Monopole, WA (BU# 825363) Page 11 of 18 Project Date 08:55:39 06/06/18 Client Crown Castle Designed by Rakshak 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes 5 5 5 5 4 4 4 4 4 4 4 4 4 4 4 4 0.00000001 0.00000001 0.00000001 0.00000001 0.00000001 0.00000001 0.00000001 0.00000001 0.00000001 0.00000001 0.00000001 0.00000001 0.00000001 0.00000001 0.00000001 0.00000001 0.00000001 0.00075537 0.00066880 0.00024996 0.00063151 0.00023262 0.00007927 0.00044729 0.00045524 0.00008205 0.00043530 0.00049404 0.00008467 0.00042902 0.00040987 0.00011825 0.00051491 0.00044714 Maximum Tower Deflections - Service Wind Section No. Elevation ft Horz. Gov. Deflection Load in Comb. Tilt Twist Ll 95.083 - 46.003 22.646 L2 49.033 - 0 5.098 37 2.429 37 1.047 0.008 0.001 Critical Deflections and Radius of Curvature - Service Wind Elevation ft Appurtenance Gov. Load Comb. Deflection in Tilt Twist Radius of Curvature ft 99.500 Lightning Rod 3/4" x 8' 37 22.646 2.429 0.008 12668 95.000 (6) ECC1920-VPUB 37 22.608 2.427 0.008 12668 92.000 TME-RNSNDC-7771-PF-48 37 21.265 2.330 0.007 12668 86.000 SP2-5.8 37 18.599 2.138 0.006 6973 82.000 Pipe Mount [PM 601-1] 37 16.853 2.011 0.006 4841 58.000 M-MIMO AAU w/ Mount Pipe 37 7.640 1.289 0.002 1706 Maximum Tower Deflections - Design Wind Section No. Elevation ft Horz. Deflection in Gov. Load Comb. Tilt Twist Ll 95.083 - 46.003 81.386 L2 49.033 - 0 18.378 24 8.750 24 3.777 0.028 0.005 Critical Deflections and Radius of Curvature - Design Wind tnacTower B+T Group 1717 S. Boulder, Suite 300 Tulsa, OK 74119 Phone: (918) 587-4630 FAX.: (918) 295-0265 Job 125407.002.01 - Lewis and Clark Monopole, WA (BU# 825363) Page 12 of 18 Project Date 08:55:39 06/06/18 Client Crown Castle Designed by Rakshak Elevation ft Appurtenance Gov. Deflection Tilt Twist Radius of Load Curvature Comb. in ft 99.500 Lightning Rod 3/4" x 8' 24 81.386 8.750 0.028 3620 95.000 (6) ECC1920-VPUB 24 81.253 8.741 0.028 3620 92.000 TME-RNSNDC-7771-PF-48 24 76.4308.394 0.026 3620 86.000 SP2-5.8 24 66.858 7.704 0.023 1992 82.000 Pipe Mount [PM 601-1] 24 60.592 7.247 0.020 1381 58.000 M-MIMO AAU w/ Mount Pipe 24 27.511 4.648 0.008 482 Compression Checks Pole Design Data Section Elevation No. ft Size L L„ Kl/r A ft ft P„ int K 4)P„ K Ratio P„ (I)P„ Ll 95.083 - TP24.26x13.06x0.188 49.080 0.000 0.0 8.106 -3.087 597.471 0.005 92.6593 92.6593 - 90.2356 90.2356 - 87.8119 87.8119 - 85.3883 85.3883 - 82.9646 82.9646 - 80.5409 80.5409 - 78.1172 78.1172 - 75.6935 75.6935 - 73.2698 73.2698 - 70.8462 70.8462 - 68.4225 68.4225 - 65.9988 65.9988 - 63.5751 63.5751 - 4.8.2 (1.04 CR) - 1/19 4.8.2 (1.04 CR) -1/18 4.8.2 (1.04 CR) - 1/17 4.8.2 (1.04 CR) - 1/16 4.8.2 (1.04 CR) - 1/15 4.8.2 (1.04 CR) - 1/14 4.8.2 (1.04 CR) - 1/13 4.8.2 (1.04 CR) - 1/12 4.8.2 (1.04 CR) -1/11 4.8.2 (1.04 CR) - 1/10 4.8.2 (1.04 CR) - 1/9 4.8.2 (1.04 CR) - 1/8 4.8.2 (1.04 CR) - 1/7 8.440 -3.467 622.084 0.006 8.774 -3.575 646.698 0.006 9.107 -3.692 671.311 0.006 9.441 -3.817 695.925 0.005 9.775 -4.014 720.538 0.006 10.109 -4.153 739.175 0.006 10.443 -4.298 755.487 0.006 10.777 -4.449 771.281 0.006 11.111 -4.605 786.557 0.006 11.445 -4.766 801.314 0.006 11.779 -4.932 815.554 0.006 12.113 -5.104 829.275 0.006 12.447 -5.279 842.478 0.006 tnxTower B+T Group 1717 S. Boulder, Suite 300 Tulsa, OK 74119 Phone: (918) 587-4630 FAX: (918) 295-0265 Job 125407.002.01 - Lewis and Clark Monopole, WA (BU# 825363) Page 13 of 18 Project Date 08:55:39 06/06/18 Client Crown Castle Designed by Rakshak Section Elevation No. ft Size L L Kl/r A P„ 4)P„ Ratio P„ ft ft int K K 4)P,, 61.1514 4.8.2 (1.04 CR) - 1/6 61.1514 - 4.8.2 (1.04 CR) - 1/5 58.7277 - 13.115 -8.203 867.329 0.009 4.8.2 (1.04 CR) - 1/4 56.3041 - 13.448 -8.406 878.977 0.010 58.7277 56.3041 53.8804 12.781 -5.459 855.162 0.006 4.8.2 (1.04 CR) - 1/3 53.8804 - 13.782 -8.614 890.107 0.010 4.8.2 (1.04 CR) - 1/2 51.4567 - 14.116 -8.828 900.718 0.010 51.4567 49.033 4.8.2 (1.04 CR) -1 49.033 - 14.534 -4.023 913.256 0.004 46.003 L2 49.033 - 46.003 46.003 - 43.5818 43.5818 - 41.1606 41.1606 - 38.7394 38.7394 - 36.3182 36.3182 - 33.8969 33.8969 - 31.4757 31.4757 - 29.0545 29.0545 - 26.6333 26.6333 - 24.2121 24.2121 - 21.7909 21.7909 - 19.3697 19.3697 - 16.9485 16.9485 - 14.5273 14.5273 - 12.1061 12.1061 - 9.68484 9.68484 - 7.26363 7.26363 - 4.84242 4.84242 - 2.42121 2.42121 - 0 4.8.2 (1.04 CR) - 1 TP37.32x23.194x0.25 49.033 0.000 0.0 19.172 -5.278 1371.770 0.004 19.734 -9.553 1397.460 0.007 20.295 -9.820 1422.330 0.007 20.857 -10.092 1446.380 0.007 21.418 -10.369 1469.600 0.007 21.980 -10.652 1491.990 0.007 22.542 -10.941 1513.560 0.007 23.103 -11.234 1534.310 0.007 23.664 -11.534 1554.230 0.007 24.226 -11.838 1573.330 0.008 24.788 -12.148 1591.600 0.008 25.349 -12.464 1609.050 0.008 25.911 -12.785 1625.680 0.008 26.472 -13.111 1641.480 0.008 27.034 -13.443 1656.450 0.008 27.595 -13.776 1670.600 0.008 28.157 -14.120 1683.930 0.008 28.718 -14.469 1696.430 0.009 29.280 -14.823 1708.110 0.009 29.841 -.15.184 1718.970 0.009 inxTower B+T Group 1717 S. Boulder, Suite 300 Tulsa, OK 74119 Phone: (918) 587-4630 FAX:(918) 295-0265 Job 125407.002.01 - Lewis and Clark Monopole, WA (BU# 825363) Page 14 of 18 Project Date 08:55:39 06/06/18 Client Crown Castle Designed by Rakshak Pole Bending Design Data Section Elevation No. ft Size M, kip ft (I)M kip ft Ratio Ad, M OM kzpft (1)Mr, lap ft 4M,,,, Ratio M„,, L1 95.083 - TP24.26x13.06x0.188 28.951 162.443 0.178 0.000 162.443 0.000 92.6593 92.6593 - 47.801 176.199 0.271 0.000 176.199 0.000 90.2356 90.2356 - 66.462 190.514 0.349 0.000 190.514 0.000 87.8119 87.8119 - 85.515 205.387 0.416 0.000 205.387 0.000 85.3883 85.3883 - 105.173 220.821 0.476 0.000 220.821 0.000 82.9646 82.9646 - 125.194 236.813 0.529 0.000 236.813 0.000 80.5409 80.5409 - 145.690 251.332 0.580 0.000 251.332 0.000 78.1172 78.1172 - 166.487 265.457 0.627 0.000 265.457 0.000 75.6935 75.6935 - 187.588 279.765 0.671 0.000 279.765 0.000 73.2698 73.2698 - 208.998 294.238 0.710 0.000 294.238 0.000 70.8462 70.8462 - 230.723 308.858 0.747 0.000 308.858 0.000 68.4225 68.4225 - 252.768 323.608 0.781 0.000 323.608 0.000 65.9988 65.9988 - 275.136 338.470 0.813 0.000 338.470 0.000 63.5751 63.5751 - 297.833 353.426 0.843 0.000 353.426 0.000 61.1514 61.1514 - 320.867 368.458 0.871 0.000 368.458 0.000 58.7277 58.7277 - 348.765 383.550 0.909 0.000 383.550 0.000 56.3041 56.3041 - 378.762 398.683 0.950 0.000 398.683 0.000 53.8804 53.8804 - 409.072 413.839 0.988 0.000 413.839 0.000 51.4567 51.4567 - 439.703 429.002 1.025 0.000 429.002 0.000 49.033 49.033 - 210.256 447.939 0.469 0.000 447.939 0.000 46.003 L2 49.033 - TP37.32x23.194x0.25 268.269 663.896 0.404 0.000 663.896 0.000 46.003 46.003 - 509.977 696.345 0.732 0.000 696.345 0.000 43.5818 43.5818 - 541.772 729.107 0.743 0.000 729.107 0.000 41.1606 41.1606 - 573.913 762.148 0.753 0.000 762.148 0.000 38.7394 38.7394 - 606.403 795.431 0.762 0.000 795.431 0.000 36.3182 36.3182 - 639.245 828.922 0.771 0.000 828.922 0.000 33.8969 33.8969 - 672.440 862.583 0.780 0.000 862.583 0.000 31.4757 31.4757 - 705.992 896.383 0.788 0.000 896.383 0.000 tnxTower B+T Group 1717 S. Boulder, Suite 300 Tulsa, OK 74119 Phone: (918) 587-4630 FAX: (918) 295-0265 Job 125407.002.01 - Lewis and Clark Monopole, WA (BU# 825363) Page 15 of 18 Project Date 08:55:39 06/06/18 Client Crown Castle Designed by Rakshak Section Elevation No. ft Size Mx $M Ratio MY +M„y Ratio Mx MY k03-.11 laPft (OM 19.13 -ft 19P ft 4)M, 29.0545 29.0545 - 26.6333 26.6333 - 24.2121 24.2121 - 21.7909 21.7909 - 19.3697 19.3697 - 16.9485 16.9485 - 14.5273 14.5273 - 12.1061 12.1061 - 9.68484 9.68484 - 7.26363 7.26363 - 4.84242 4.84242 - 2.42121 2.42121 - 0 739.901 930.283 0.795 0.000 930.283 0.000 774.172 964.250 0.803 0.000 964.250 0.000 808.806 998.242 0.810 0.000 998.242 0.000 843.808 1032.233 0.817 0.000 1032.233 0.000 879.175 1066.183 0.825 0.000 1066.183 0.000 914.908 1100.050 0.832 0.000 1100.050 0.000 951.017 1133.817 0.839 0.000 1133.817 0.000 987.817 1167.433 0.846 0.000 1167.433 0.000 1025.483 1200.858 0.854 0.000 1200.858 0.000 1063.592 1234.075 0.862 0.000 1234.075 0.000 1102.158 1267.033 0.870 0.000 1267.033 0.000 1141.175 1299.708 0.878 0.000 1299.708 0.000 Pole Shear Design Data Section Elevation No. ft Size Actual 41;, Ratio Actual 4)T„ Ratio V„ V T T K K •V laPft kiPft 4T Ll 95.083 - TP24.26x13.06x0.188 6.958 298.735 0.023 0.380 329.384 0.001 92.6593 92.6593 - 7.646 311.042 0.025 0.360 357.277 0.001 90.2356 90.2356 - 7.765 323.349 0.024 0.260 386.303 0.001 87.8119 87.8119 - 8.058 335.656 0.024 0.524 416.462 0.001 85.3883 85.3883 - 8.180 347.962 0.024 0.524 447.755 0.001 82.9646 82.9646 - 8.405 360.269 0.023 0.541 480.183 0.001 80.5409 80.5409 - 8.529 369.587 0.023 0.540 509.622 0.001 78.1172 78.1172 - 8.655 377.743 0.023 0.540 538.264 0.001 75.6935 75.6935 - 8.782 385.641 0.023 0.539 567.277 0.001 73.2698 73.2698 - 8.911 393.278 0.023 0.539 596.623 0.001 70.8462 70.8462 - 9.043 400.657 0.023 0.538 626.268 0.001 68.4225 68.4225 - 9.176 407.777 0.023 0.538 656.176 0.001 65.9988 65.9988 - 9.311 414.637 0.022 0.537 686.311 0.001 63.5751 tower B+T Group 1717 S. Boulder, Suite 300 Tulsa, OK 74119 Phone: (918) 587-4630 FAX: (918) 295-0265 Job 125407.002.01 - Lewis and Clark Monopole, WA (BU# 825363) Page 16 of 18 Project Date 08:55:39 06/06/18 Client Crown Castle Designed by Rakshak Section Elevation Size Actual 4)V„ Ratio Actual cj)T Ratio No. V. V T T ft K K •V kip -ft laP ft 4T 63.5751 - 9.449 421.239 0.022 0.537 716.638 0.001 61.1514 61.1514 - 9.588 427.581 0.022 0.536 747.118 0.001 58.7277 58.7277 - 12.334 433.664 0.028 0.556 777.720 0.001 56.3041 56.3041 - 12.464 439.488 0.028 0.556 808.404 0.001 53.8804 53.8804 - 12.596 445.053 0.028 0.555 839.133 0.001 51.4567 51.4567 - 12.729 450.359 0.028 0.555 869.883 0.001 49.033 49.033 - 5.744 456.628 0.013 0.244 908.283 0.000 46.003 L2 49.033 - TP37.32x23.194x0.25 7.191 685.886 0.010 0.311 1346.175 0.000 46.003 46.003 - 13.083 698.732 0.019 0.554 1411.967 0.000 43.5818 43.5818 - 13.225 711.166 0.019 0.554 1478.400 0.000 41.1606 41.1606 - 13.369 723.188 0.018 0.554 1545.400 0.000 38.7394 38.7394 - 13.514 734.798 0.018 0.554 1612.883 0.000 36.3182 36.3182 - 13.659 745.996 0.018 0.553 1680.792 0.000 33.8969 33.8969 - 13.806 756.781 0.018 0.553 1749.050 0.000 31.4757 31.4757 - 13.953 767.154 0.018 0.553 1817.583 0.000 29.0545 29.0545 - 14.102 777.115 0.018 0.553 1886.317 0.000 26.6333 26.6333 - 14.251 786.664 0.018 0.553 1955.192 0.000 24.2121 24.2121 - 14.402 795.801 0.018 0.553 2024.125 0.000 21.7909 21.7909 - 14.553 804.525 0.018 0.552 2093.042 0.000 19.3697 19.3697 - 14.706 812.838 0.018 0.552 2161.883 0.000 16.9485 16.9485 - 14.859 820.738 0.018 0.552 2230.567 0.000 14.5273 14.5273 - 15.013 828.226 0.018 0.552 2299.025 0.000 12.1061 12.1061 - 15.484 835.302 0.019 0.421 2367.183 0.000 9.68484 9.68484 - 15.669 841.965 0.019 0.421 2434.975 0.000 7.26363 7.26363 - 15.854 848.217 0.019 0.421 2502.317 0.000 4.84242 4.84242 - 16.041 854.056 0.019 0.421 2569.150 0.000 2.42121 2.42121 - 0 16.229 ' 859.483 0.019 0.421 2635 400 0.000 Pole Interaction Design Data t To er B+T Group 1717 S. Boulder, Suite 300 Tulsa, OK 74119 Phone: (918) 587-4630 FAX: (918) 295-0265 Job 125407.002.01 - Lewis and Clark Monopole, WA (BU# 825363) Page 17 of 18 Project Date 08:55:39 06/06/18 Client Crown Castle Designed by Rakshak Section Elevation Ratio Ratio Ratio Ratio Ratio Comb. Allow. No. P„ M M,,, V T Stress Stress .ft rpP„ $M (iM„r 4)17„ ihT Ratio Ratio Criteria LI 95.083 - 0.005 0.178 0.000 0.023 0.001 0.184 1.000 92.6593 V 92.6593 - 0.006 0.271 0.000 0.025 0.001 0.278 1.000 90.2356 V/ 90.2356 - 0.006 0.349 0.000 0.024 0.001 0.355 1.000 87.8119 V/ 87.8119 - 0.006 0.416 0.000 0.024 0.001 0.422 1.000 85.3883 V 85.3883 - 0.005 0.476 0.000 0.024 0.001 0.482 1.000 82.9646 V 82.9646 - 0.006 0.529 0.000 0.023 0.001 0.535 1.000 80.5409 V/ 80.5409 - 0.006 0.580 0.000 0.023 0.001 0.586 1.000 78.1172 V/ 78.1172 - 0.006 0.627 0.000 0.023 0.001 0.633 1.000 75.6935 ✓ 75.6935 - 0.006 0.671 0.000 0.023 0.001 0.677 1.000 73.2698 4/ 73.2698 - 0.006 0.710 0.000 0.023 0.001 0.717 1.000 70.8462 V/ 70.8462 - 0.006 0.747 0.000 0.023 0.001 0.754 1.000 68.4225 VI 68.4225 - 0.006 0.781 0.000 0.023 0.001 0.788 1.000 65.9988 V 65.9988 - 0.006 0.813 0.000 0.022 0.001 0.820 1.000 63.5751 V 63.5751 - 0.006 0.843 0.000 0.022 0.001 0.850 1.000 61.1514 VI 61.1514 - 0.006 0.871 0.000 0.022 0.001 0.878 1.000 58.7277 V 58.7277 - 0.009 0.909 0.000 0.028 0.001 0.920 1.000 56.3041 V 56.3041 - 0.010 0.950 0.000 0.028 0.001 0.960 1.000 53.8804 V/ 53.8804 - 0.010 0.988 0.000 0.028 0.001 0.999 1.000 51.4567 V/ 51.4567 - 0.010 1.025 0.000 0.028 0.001 1.036 1.000 49.033 V 49.033 - 0.004 0.469 0.000 0.013 0.000 0.474 1.000 46.003 ✓ L2 49.033 - 0.004 0.404 0.000 0.010 0.000 0.408 1.000 46.003 V/ 46.003 - 0.007 0.732 0.000 0.019 0.000 0.740 1.000 43.5818 V/ 43.5818 - 0.007 0.743 0.000 0.019 0.000 0.750 1.000 41.1606 ✓ 41.1606 - 0.007 0.753 0.000 0.018 0.000 0.760 1.000 38.7394 ✓ 38.7394 - 0.007 0.762 0.000 0.018 0.000 0.770 1.000 36.3182 V/ 36.3182 - 0.007 0.771 0.000 0.018 0.000 0.779 1.000 33.8969 4.8.2 V- 4.8.2 M 4.8.2 ✓ 4.8.2 V 4.8.2 V 4.8.2 ✓ 4.8.2 ✓ 4.8.2 V 4.8.2 .V 4.8.2✓ 4.8.2 M 4.8.2Y 4.8.2 V 4.8.2✓ 4.8.2 Y 4.8.2 V 4.8.2 ✓ 4.8.2 V 4.8.2 ' 4.8.2 V 4.8.2 ✓ 4.8.2 ✓ 4.8.2 �✓ 4.8.2 Y 4.8.2 ✓ 4.8.2 tnxTower B+T Group 1717 S. Boulder, Suite 300 Tulsa, OK 74119 Phone: (918) 587-4630 FAX:(918) 295-0265 Job 125407.002.01 - Lewis and Clark Monopole, WA (BU# 825363) Page 18 of 18 Project Date 08:55:39 06/06/18 Client Crown Castle Designed by Rakshak Section Elevation Ratio Ratio Ratio Ratio Ratio Comb. Allow. No. P„ Mux M y V T Stress Stress ft 4)P„ (OM +Ay eV eT Ratio Ratio Criteria 33.8969 - 0.007 0.780 0.000 0.018 0.000 0.787 1.000 31.4757 ✓ 31.4757 - 0.007 0.788 0.000 0.018 0.000 0.795 1.000 29.0545 V 29.0545 - 0.007 0.795 0.000 0.018 0.000 0.803 1.000 26.6333 V 26.6333 - 0.008 0.803 0.000 0.018 0.000 0.811 1.000 24.2121 ✓ 24.2121 - 0.008 0.810 0.000 0.018 0.000 0.818 1.000 21.7909 ✓ 21.7909 - 0.008 0.817 0.000 0.018 0.000 0.826 1.000 19.3697 V 19.3697 - 0.008 0.825 0.000 0.018 0.000 0.833 1.000 16.9485 V 16.9485 - 0.008 0.832 0.000 0.018 0.000 0.840 1.000 14.5273 V 14.5273 - 0.008 0.839 0.000 0.018 0.000 0.847 1.000 12.1061 12.1061 - 0.008 0.846 0.000 0.019 0.000 0.855 1.000 9.68484 ✓ 9.68484 - 0.008 0.854 0.000 0.019 0.000 0.863 1.000 7.26363 V 7.26363 - 0.009 0.862 0.000 0.019 0.000 0.871 1.000 4.84242 ✓ 4.84242 - 0.009 0.870 0.000 0.019 0.000 0.879 1.000 2.42121 V 2.42121 - 0 0.009 0.878 0.000 0.019 0.000 0.887 1.000 V 4.8.2 V 4.8.2✓ 4.8.2 ✓ 4.8.24 4.8.2 V 4.8.2 V 4.8.2 �V 4.8.2 1� 4.8.2✓ 4.8.2V 4.8.2✓ 4.8.2✓ 4.8.2' 4.8.2 4� Section Capacity Table Section No. Elevation Component ft Type Size Critical P oPauow % Pass Element K K Capacity Fail L1 95.083 - 46.003 L2 46.003 - 0 Pole TP24.26x13.06x0.188 1 -8.828 900.718 103.6 Pass2 Pole TP37.32x23.194x0.25 2 -15.184 1718.970 88.7 Pass Summary Pole (L1) 103.6 Pass2 RATING = 103.6 Pass' Program Version 7.0.5.1 APPENDIX B BASE LEVEL DRAWING ((RESERVED) (1) 1-7/16" TO 66 FT LEVEL (ABANDONED) (1) 1/4' TO 82 FT LEVEL (INSTALLED) (3) 1-1/4' TO 58 FT LEVEL (PROPOSED) (1) 1-1/4' TO 92 FT LEVEL (INSTALLED -TO BE REMOVED) (1) 1-3/5' TO 92 FT LEVEL (2) 7/8' TO 95 FT LEVEL (INSTALLED) (1) 1-1/4' TO 92 FT LEVEL 12) 7/8" TO 95 FT LEVEL CUMBING PEGS W/ SAFETY CUMB 3USI\ESS U\IT:825363 APPENDIX C ADDITIONAL CALCULATIONS Stiffened or Unstiffened, Ungrouted, Circular Base Plate - Any Rod Material Assumption: Clear space between bottom of leveling nut and top of concrete not exceeding (1)*(Rod Diameter) TIA Rev G Site Data BU#: 825363 Site Name: Lewis and Clark Monopole, WA App #: 427338 Revision # 0 Pole Manufacturer: Other Anchor Rod Data Qty: 8 in Diam: 2.25 in Rod Material: A615 -J ksi Strength (Fu): 100 ksi Yield (Fy): 75 ksi Bolt Circle: 44.5 in Plate Data Diam: 50.5 in Thick: 2.25 in Grade: 60 ksi Single -Rod B-eff: 15.00 in Stiffener Data (Welding at both sides) Config: Weld Type: Groove Depth: Groove Angle: Fillet H. Weld: 0 <-- Disregard <-- Disregard in in in in in in ksi ksi Thick: 0.25 in Grade: Fillet V. Weld: ksi Width: Height: Thick: Notch: Grade: Weld str.: 12 "0" IF Round Fu 80 ksi Reinf. Fillet Weld Pole Data Diam: 37.32 in Thick: 0.25 in Grade: 65 ksi # of Sides: 12 "0" IF Round Fu 80 ksi Reinf. Fillet Weld 0 "0" if None Reactions Mu: 1141 ft -kips Axial, Pu: 15 kips Shear, Vu: 16 kips Eta Factor, rj 0.5 TIA G (Fig. 4-4 If No stiffeners, Criteria: AISC LRFD Anchor Rod Results Max Rod (Cu+ Vu/rj): Allowable Axial, *Fu*Anet: Anchor Rod Stress Ratio: Base Plate Results Base Plate Stress: Allowable Plate Stress: Base Plate Stress Ratio: <-Only Applcable to Unstiffened Cases 159.8 Kips 260.0 Kips 61.5% Pass Flexural Check 19.6 ksi 54.0 ksi 36.4% Pass Na Stiffener Results Horizontal Weld : n/a Vertical Weld: n/a Plate Flex+Shear, fb/Fb+(fv/Fv)^2: n/a Plate Tension+Shear, ft/Ft+(fv/Fv)^2: n/a Plate Comp. (AISC Bracket): n/a Pole Results Pole Punching Shear Check: n/a *0 = none, 1 = every bolt, 2 = every 2 bolts, 3 = 2 per bolt ** Note: for complete joint penetration groove welds the groove depth must be exactly 1/2 the stiffener thickness for calculation purposes CCIplate v2.0 Rigid AISC LRFD (p*Tn Rigid AISC LRFD (4)*Fy Y.L. Length: 22.50 Analysis Date: 6/6/2018 Drilled Pier Foundation BU#: Site Name: App. Number: TIA-222 Revison: Tower Type: 825363 Lewis and Clark Monor 427338 Rev # 0 G Monopole Applied Loads omp. 1p 1 Moment (kip -ft) 1141 Ext. Above Grade Axial Force (kips) 15 Pier Section 1 Shear Force (kips) 16 5 Material Properties Concrete Stren.th, fc: Rebar Stren.th, F 3 60 ksi ksi Pier Design Depth Data 21.9 ft Ext. Above Grade 0.6 ft Pier Section 1 From 0.6' above grade to 21.9' below grade Pier Diameter 5 ft Rebar Quantity 25 94.52 Rebar Size 8 7.6% Clear Cover to Ties 3 in Tie Size 4 110 Ana"\s s Results ral Capacit Compression Uplift Dr0 (ft from TOC) 5.87 - Soil Safety Factor 3.68 - Max Moment (kip -ft) 1221.41 - Rating 36.1% - it Vertical Capacit Compression Uplift Skin Friction (kips) 209.94 - End Bearing (kips) 1030.84 - Weight of Concrete (kips) 79.52 - Total Capacity (kips) 1240.77 - Axial (kips) 94.52 - Rating 7.6% - rced Concrete Capacity Compression Uplift Critical Depth (ft from TOC) 5.56 - Critical Moment (kip -ft) 1221.06 - Critical Moment Capacity 2173.11 - Rating 56.2% - Soil Interaction Rating 36.1% Structural Foundation Rating 56.2% am% CROWN ,,o CASTLE Layer Top (ft) Bottom (ft) Thickness (ft) Ysai (pc Yconcrete (pc Cohesion (ksf) Angle of Friction (degrees) Calculated Ultimate Skin Friction Comp (ksf) Calculated Ultimate Skin Friction Uplift (ksf) Ultimate Skin Friction Comp Override (ksf) Ultimate Skin Friction Uplift Override (ksf) Ult. Gross Bearing Capacity (ksf) SPT Blow Count Soil Type 1 0 2 2 110 150 0 0.000 0.000 0.00 0.00 Cohesionless 2 2 9 7 110 150 0 30 0.000 0.000 0.09 0.09 Cohesionless 3 9 20 11 110 150 0 32 0,000 0.000 1.20 1.20 Cohesionless 4 20 21.9 1.9 110 150 0 32 0.000 0.000 2.10 2.10 70 Cohesionless Version 1.1.3 Seismic Design Category Site BU : Site Name : App: 825363 Lewis and Clark Monopole 427338 Rev. 0 Date: 6/5/2018 02 CROWN CASTLE Site Information r� ' Site`Latitude = 47.0 ° 27.0 ' 44.4 " Site Longitude = -122.0 ° 17.0 ' 17.4 „ Site Class = D - Stiff Soil Spectral Response Acceleration Short Periods, Ss = 1.48 Spectral Response Acceleration 1 s Period, Si = 0.554 Seismic Category Determination Site Class Amplification, Fa = 1.00 Site Class Amplification, Fv = 1.50 1-S Period Response Acceleration Parameter, SDI= 0.55 Short Period response Acelleration Parameter,SDs = 0.99 Seismic Category Based on SD1 = D Seismic Category Based on SDs= D Overall Seismic Design Category D AMERICAN SOCIETY OF CML ENGINEERS Address: No Address at This Location ASCE 7 Hazards Report Standard: ASCE/SEI 7-10 Risk Category: 11 Soil Class: D - Stiff Soil Wind Elevation: 342 ft (NAVD 88) Latitude: 47.462319 Longitude: -122.288178 Results: Wind Speed: 10 -year MRI 25 -year MRI 50 -year MRI 100 -year MRI Data Source: 110 Vmph 72 Vmph 79 Vmph 85 Vmph 91 Vmph ASCE/SEI 7-10, Fig. 26.5-1A and Figs. CC-1—CC-4, incorporating errata of March 12, 2014 Date Accessed: Tue Jun 05 2018 Value provided is 3 -second gust wind speeds at 33 ft above ground for Exposure C Category, based on linear interpolation between contours. Wind speeds are interpolated in accordance with the 7-10 Standard. Wind speeds correspond to approximately a 7% probability of exceedance in 50 years (annual exceedance probability = 0.00143, MRI = 700 years). Mountainous terrain, gorges, ocean promontories, and special wind regions should be examined for unusual wind conditions. https://asce7haza rdtool. onli ne/ Page 1 of 3 Tue Jun 05 2018 ASCE AMERICAN SOCIETY OF CML ENGINEERS Seismic Site Soil Class: Results: Ss : S1 : Fa : F„ : SMS SM1 D - Stiff Soil 1.480 0.554 1.000 1.500 1.480 0.830 Seismic Design Category D SDS SD1 TL : PGA: PGA M : F PGA Ie 1. s MCER Response Spectrum- - 1.0 1.4 S + +- .. +. _ 0.9 0.8 0.5 0,8 0,4 0.6 0.3 0,4 0.2 Sa(g) vs T(s) Data Accessed: Date Source: https://asce7hazardtool. onli ne/ 0.987 0.554 6.000 0.612 0.612 1.000 1 Design Response Spectrum r - 4 + -— + + + + t_ --4 { 4 Sa(g) vs T(s) 1,, Tue Jun 05 2018 USGS Seismic Design Maps based on ASCE/SEI 7-10, incorporating Supplement 1 and errata of March 31, 2013, and ASCE/SEI 7-10 Table 1.5-2. Additional data for site-specific ground motion procedures in accordance with ASCE/SEI 7-10 Ch. 21 are available from USGS. Page 2 of 3 Tue Jun 05 2018 AMERICAN SOCIETY OF CML ENGINB3IS Ice Results: Ice Thickness: Concurrent Temperature: Gust Speed: Data Source: Date Accessed: 0.25 in. 25 F 30 mph Standard ASCE/SEI 7-10, Figs. 10-2 through 10-8 Tue Jun 05 2018 Ice thicknesses on structures in exposed locations at elevations higher than the surrounding terrain and in valleys and gorges may exceed the mapped values. Values provided are equivalent radial ice thicknesses due to freezing rain with concurrent 3 -second gust speeds, for a 50 -year mean recurrence interval, and temperatures concurrent with ice thicknesses due to freezing rain. Thicknesses for ice accretions caused by other sources shall be obtained from local meteorological studies. Ice thicknesses in exposed locations at elevations higher than the surrounding terrain and in valleys and gorges may exceed the mapped values. The ASCE 7 Hazard Tool is provided for your convenience, for informational purposes only, and is provided "as is" and without warranties of any kind. The location data included herein has been obtained from information developed, produced, and maintained by third party providers; or has been extrapolated from maps incorporated in the ASCE 7 standard. While ASCE has made every effort to use data obtained from reliable sources or methodologies, ASCE does not make any representations or warranties as to the accuracy, completeness, reliability, currency, or quality of any data provided herein. Any third -party links provided by this Tool should not be construed as an endorsement, affiliation, relationship, or sponsorship of such third -party content by or from ASCE. 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To the fullest extent permitted by law, you agree to release and hold harmless ASCE from any and all liability of any nature arising out of or resulting from any use of data provided by the ASCE 7 Hazard Tool. https://asce7haza rdtool. onli ne/ Page 3 of 3 Tue Jun 05 2018 Monopole Analysis per T1A-222-G Site BU: 825363 Work Order: 1584060 Application: 427338 Rev. 0 UU V CCA°STLE From TNX. Axial, Wt = 15.0 Shear, Vim, = 16.0 kips kips Appurtenance Weight (top 1/3 of structure), W„ = degrees minutes seconds Fundamental Frequency, Ff = degr degr Site Latitude = 47 27 44.40 47.4623 Site Longitude = -122 17 17.40 -122.2882 Mass or Stiffness Irregularities = No (Table 2-9) (Table 2-1) (Table 2-11) Ground Supported Structure = Yes Structure Class = II Site Class = D - Stiff Soil Spectral response acceleration short periods, Ss = 1.480 USGS Seismic Tool Spectral response acceleration 1 s period, S1 = 0.554 Tower Height (AGL), HL = 95.1 ft (Table 2-3) (Table 2-12) (Table 2-13) (2.7.6) (2.7.6) (2.7.7.1) kips Importance Factor, I = 1.0 Acceleration -based site coefficient, Fa = 1.0 Velocity -based site coefficient, F„ = 1.5 Design spectral response acceleration short period, SDs = 0.987 Design spectral response acceleration 1 s period, SD1 = 0.554 Calculated CS = 0.658 Base Seismic Shear, VS = 8.2 Appurtenance Weight (top 1/3 of structure), W„ = 3.9 Average Moment of Inertia, Iavg = 1739.9 Fundamental Frequency, Ff = 0.409 Ff related variable, SA = 0.226 Calculated CS = 0.151 Minimum CS = 0.043 Minimum CS when S1 >_ 0.75 = 0.000 Final CS = 0.151 Alternative Base Seismic Shear, VS = 1.9 kips 4 m (2.7.11.2) (2.7.8.1) (2.7.7.1) (2.7.7.1) (2.7.7.1) kips ees ees Seismic shear does not exceed 50% of wind shear. No further analysis is required per section 2.7.3 of TIA-222-G. CCISeismic 2.0.07 Page 1 Analysis Date: 6/6/2018 Cq 0. 0 3.94533826 Linear Increment L6 d 0 ', Seismic Induced Moment (kip -ft) .-1 0 .--1 O+ O a--1 V) M O 2.73 0.00 .0 N 0 0 V) 0 N N 0 n O 0 0.35 0.52 0.38 1--1 N O VI O O LL E L^ NA. N Ip N 0- In c-1 O O N O O 0 0 d' O O 0 N M O 0 o o O 0 co o O 0 o Q 6 In 0 6 c-1 p 6 O 0 O 0 V) .-1 O 0 V) .-1 O 0 d' .-1 O 0 o, 0 O 0 LA O M V) V) V) V) c-1 .--I .0 I, M c-1 O r I, 0 N d' d' 0 M co O 0 N O N 0 14 •"1 .-' 0 N O O 0 d' M .--1 0 d' In N 0 I� V) N 0 0 M N 0 T. .O T. 0 U c-1 O .O V) rn O. O co .O co O In V) In O M 0 d' O h CO N O .--1 CO 0 O rn 1, 0 O .O c-1 O O go 0 0 O go c4 0 O M M O O N d' O O .0 N O O .0 in co d' d' c -i r4 d' c.4 .--i t� V) 0 N No 0 N. 0 N c-1 0 O 0 '0 O 0 .--I Op 0 d'0 0 0 0 0 .--I 0 0 In 0 0 al O O` O+ CO N N .--I c-1 c4 M N .4 O .--I V) .4 N N M 14 .0 N ti .-4 M CO CO 0 N CO .O 0 0 c-1 0 0 CO N d' 0 .O in N 0 1. M T. 0 n d' O 0 V) 0 O 0 V) a. > y^. N co Q` oO c -I 0 0 6 O N d' O 0 O co N~ .O 0 O N 00 0 Q d' M O 0 O d' M .O 0 O d' M .O 0 O N c0-1 0 6 M co co 0 O M co co 0 O M co co 0 6 M O co 0 0 M co co 0 0 u x ,6 In H N Ni cNi O C, 0' In CO .--1 CO V) N V) .0 In In d' VI In d' V) M V) N,-4 In VI vG) U c, = va) .y ., 'd 0 x O F x `..--1 d' M 1!:,) .0 d' a, O QN+ co H go, .y 1E2 O O V) co. IN -1 Vc Q' G La H e C) t• • N co CO M 0,0 0 d' N 0 M N d' 0 N (\ O .--1 CO n O .-1 N. -N N . --1 O CO c-1 O M .--1 O O M N O O O N O, Vj O I-, CO .4 Q+ t` CO .4 Cr, !` CO .-4 O+ N CO. .-4 co O O c+ co M n .4 co O. d: c+ 0• in O O co N u) O d N `"'! O U O d' .-1 .4 O d' T. c4 O d' .-1 .4 O d' .--1 .y d' M .--I .ti .-1 .0 O .--I .0 N O. O O. O V) O co M d' O O M O O O co 00000('-'0C'4 T. O co .-i O O T. O co .-i M .0 .4 N .O .4 co O .4 .-r N O V) C' O O O O O O 0 COft .-i O O+ CO .4 O 0+ CO. c-1 O 0' CO c -I N- CO O c-1 n d' CO .-1 0. .O )� .-1 .O d' N c-1 +O 0 d' c-1 M 0 I� O H +-1 a M O O O O+ d' O co I- M co +O I1)O O 0 0 •-.• �y O M O .--1 0 Nal N O 0 V)co +O O 0 O M N O In P O Oh+ D V) d N+ O N VO Analysis Date: 6/6/2018 CCISeismic 2.0.07 C 0 0 0 d E 0 i v OO N N Section Increment 0 0 Monopole Section Data Seismic Induced Moment [kip -ft) 0 0, N,6 a, ^ O 08 ,-4M 0 d' c m O O o O M ,O M d' l- m M 1, 0` H o d' O Seismic Shear, Fsz (kips) d. N p 0.085 I l� N 0 O 1• Ln 0 O -. 0 0 O co '0 0 p cd N ri O d' ri O d' ri O co 0 O VI 1.274 O 00 m O 1- O ,. 6 O O N0 6 D N O co Lr, 0 O co N N 0 Ln In N 0 0.233 N Ln rJ O U rn O co O 0.373 0.145 I 0.042 0.009 ,O O O O O ri 0 O 0.034 0.042 0.024 A o, ,-i ,.y .. 0 N O ,"I 6 -0.102 -0.029 ,0 0 O l", 0 O 0 0 O 0 0 O 0.042 b 1/40 ,O ri 0 CO ,y ^ 0 ,-i 0.755 0.534 LO d' O 0.242 ,--1 0 O r -I 0 O I 0.004 Average Moment of Inertia (in41 0' N 0 ,O ri N 338.8564 500.388 706.7096 949.118 1507.445 c] ,0 0, N y N N C, ri O M CO N 3727.879 4727.263 LCO N 0. 3 .'_.. 0.287485 d' CO CO O 0.381114 O, N N 0 0, 0 0 0, d' d' O O ri CO 0, ,0 ,o O 0.745785 0.82459 0.903395 0, h 14 M O O N E, 7 v O > d' 0 1� ,0 CO Ill O d' Cr N N CO ,O O d' O n N n n O d' co N M M t\ CO LO n h CO O O O Ln O ,-i 0 ,O CO ,-i 0 0 0 N N LO ,--i n M O N CO ,O ,-i M ,0 ,0 CO d' CO ri M O M O CO '-' Wall Thickness (in) Ln 1� CO ri O to n CO ri O LA 1\ CO O N V) 1. n CO O 0 0 O O N N 0 LO N 0 LO N 0 N N 0 0.25 Bottom Diameter (in) rn O d' CO V) r -I co M N ,0 l-: . h V) 0 Cr ,z . 22.18795 24.26 26.07457 n V) LO 0, O N 31.83658 34.71759 N CO 1- M I. d Q o Q` 0, .-, ,-i O 0, CO ri 1. LO 0, O, N 0 ,--I N ,0 lA M N N• Ln d' N n Ln to N CO Ln ,O M 0, In h M O tr., 4) EN 0 z N .0ri N N r -I N N ,-i 0 N o N 0 N r-1 N 00 N r-1 c ,_M O tO U t, N y ,-i O ,--i 0 ,--I O p 0 N• O rt 0 H 0 N N M 0 Cr; N c ee0 v .i. 00000000 0 O O, O 0 O O CO 0 O n CO d' 0 V) C) O ,0 Ln M 0 d' d' M 0 d' M M 0 d' N M M 0 0 Ln ,0 ,, N d' IOC 7 ,--� O y x a h 2 Q m 1 95.083 1 M CO 0 V) co 75.083 M M 00 CO 0 0 LO LA ,O Ln M M 0 O 4 39.033 29.033 1 19.033 9.033 Analysis Date: 6/6/2018 M U) itsQ. CCISeismic 2.0.07 95.1 ft 46.0 ft 0.0 ft DESIGNED APPURTENANCE LOADING TYPE 49.033 49.080 TYPE m 3.030 o tii N N A572-65 op N � 0.250 Seismic Discrete Force 3 23.194 37.320 V Seismic Discrete Force 4 Length (ft) Number of Sides Thickness (in) Socket Length (ft) 0 0 Grade Weight (K) 5.9 in 0 r m 95.1 ft 46.0 ft 0.0 ft DESIGNED APPURTENANCE LOADING TYPE ELEVATION TYPE ELEVATION Seismic Discrete Force 1 99.5 Seismic Section Force 3 70.083 Seismic Discrete Force 2 99 Seismic Linear Force 7 65 Seismic Discrete Force 3 97 Seismic Section Force 4 60.083 Seismic Discrete Force 4 96 Seismic Discrete Force 10 58 Seismic Discrete Force 5 95 Seismic Linear Force 8 55 Seismic Discrete Force 6 94 Seismic Linear Force 9 54 Seismic Linear Force 1 92.5415 Seismic Section Force 5 50.543 Seismic Linear Force 2 92.5 Seismic Linear Force 10 45 Seismic Discrete Force 7 92 Seismic Section Force 6 44.033 Seismic Linear Force 3 91 Seismic Linear Force 11 35 Seismic Section Force 1 90.083 Seismic Section Force 7 34.033 Seismic Discrete Force 8 86 Seismic Linear Force 12 25 Seismic Linear Force 4 85 Seismic Section Force 8 24.033 Seismic Discrete Force 9 82 Seismic Linear Force 13 15 Seismic Linear Force 5 81 Seismic Section Force 9 14.033 Seismic Section Force 2 80.083 Seismic Linear Force 14 5 Seismic Linear Force 6 75 Seismic Section Force 10 4.5165 MATERIAL STRENGTH GRADE _ A572-65 65 ksi 180 ksi Fy Fu ALL REACTIONS ARE FACTORED AXIAL 15 K SHEAR MOMENT 5 K f J 484 kip -ft REACTIONS - 85 mph WIND GRADE F Fy Fu TOWER DESIGN NOTES 1. Tower is located in King County, Washington. 2. Tower designed for Exposure C to the TIA-222-G Standard. 3. Tower designed for a 85 mph basic wind in accordance with the TIA-222-G Standard. 4. Deflections are based upon a 60 mph wind. 5. Tower Structure Class II. 6. Topographic Category 1 with Crest Height of 0.000 ft 7. TOWER RATING: 56.6% B+T Group �� 1717 S. Boulder, Suite 300 13.1- GFxP Tulsa, OK 74119 Phone: (918) 587-4630 FAX: (918) 295-0265 Job 125407.002.01 - Lewis and Clark Monopole, WA (BU# 82536 Project: Client:Crown Castle Drawn by: Rakshak APpd. Code: TIA-222-G Date' 06/06/18 Scale: NTS Path: Dwg No. E-1 City of Tukwila Allan Ekberg, Mayor Department of Community Development - Jack Pace, Director April 11, 2019 Andi Saxton 1505 Westlake Ave N STE 800 Seattle, WA 98109 RE: Request for Extension #1 Permit Number D18-0242 Dear Mr. Saxton, This letter is in response to your written request for an extension to Permit D18-0242. The Building Official, Jerry Hight, has reviewed your letter and considered your request to extend the above referenced permit. It has been determined that the City of Tukwila Building Division will be granting an extension to the permit through October 13, 2019. If you should have any questions, please contact our office at (206) 431-3670. Sincerely, Jaz7el Salazar Permit Technician File: Permit No. D18-2042 Tukwila City Hall • 6200 Southcenter Boulevard • Tukwila, WA 98188 • 206-433-1800 • Website: TukwilaWA.gov Bill Rambo From: Sent: To: Subject: Attachments: Good Afternoon, Saxton, Andi <Andi.Saxton@crowncastle.com> Monday, March 25, 2019 2:24 PM Bill Rambo D18-0242 Permit Extension Request - 825363 TMobile Modifications SE03024B Building Permit.pdf My carrier would like to extend this building permit, please — see attached: D18-0242. They were waiting on materials, and are ready to start construction. They will not be completed with construction, by the time the permit expires. Could you please assist with the extension? Please let me know the estimated timelines for this extension, so I may be able to update my carrier. Would greatly appreciate it. Thanks so much. Andi Sa,ton (Andi Spencer) Services Real Estate Specialist—Seattle P: 206-336-2867 F: 206-336-7388 CROWN CASTLE 1505 \tv:--tlakr Avenue North Suite ,,`. 0 Seattle, WA 98109 CrownC stle.com Request for Extension # I Current E' Diration Date: � —13 -17 Extension 'equest: XApprov .d for / rd days Denied !provide explanation Signature/ -litials J This email may contain confidential or privileged material. Use or disclosure of it by anyone other than the recipient is unauthorized. If you are not an intended recipient, please delete this email. CAUTION: This email originated from outside the City of Tukwila network. Please DO NOT open attachments or click links from an unknown or suspicious origin. RECEIVED CITY OF TUKWILA MAR 2 5 2019 PERMIT CENTER 3/1/2019 City of Tukwila Department of Community Development ANDI SAXTON, CROWN CASTLE FOR TMOBILE 1505 WESTLAKE AVE N STE 800 SEATTLE, WA 98109 RE: Permit No. D18-0242 T -MOBILE 15820 TUKWILA INTERNATIONAL BLVD Dear Permit Holder: Allan Ekberg, Mayor Jack Pace, 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, International Mechanical Code, Uniform Plumbing Code and/or the National Electric Code, every permit issued by the Building Division under the provisions of these codes shall expire by limitation and become null and void if the building or work authorized by such permit has not begun within 180 days from the issuance date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work has begun for a period of 180 days. Your permit will expire on 4/13/2019. Based on the above, you are hereby advised to: 1) Call the City of Tukwila Inspection Request Line at 206-438-9350 to schedule for the next or final inspection. Each inspection creates a new 180 day period, provided the inspection shows progress. -or- 2) Submit a written request for permit extension to the Permit Center at least seven(7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit. The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is determined that your extension request is granted, you will be notified by mail. In the event you do not call for an inspection and/or receive an extension prior to 4/13/2019, 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, Bill Rambo Permit Technician File No: D18-0242 6300 Southcenter Boulevard Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 9)ERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D18-0242 DATE: 08/06/18 PROJECT NAME: T -MOBILE SITE ADDRESS: 15820 TUKWILA INTERNATIONAL BLVD X Original Plan Submittal Response to Correction Letter # Revision # before Permit Issued Revision # after Permit Issued DEPARTMENTS: 8)-(g Building Division ill rt &JA a(6 ubl�c Worlts At")/fA— ititt \\ A-19 %191 Fire Prevention Planning Division Structural nPermit Coordinator 11 PRELIMINARY REVIEW: Not Applicable n (no approval/review required) DATE: 08/07/18 Structural Review Required REVIEWER'S INITIALS: DATE: n APPROVALS OR CORRECTIONS: DUE DATE: 09/04/18 Approved Corrections Required ❑ Approved with Conditions nDenied (corrections entered in Reviews) (ie: Zoning Issues) n Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg 0 Fire 0 Ping 0 PW 0 Staff Initials: 12/18/2013 SAC WIRELESS LLC Washington State Department of Labor & Industries Home Espanol Contact Safety & Health Claims & Insurance Page 1 of 3 Search L&I A -Z Index Workplace Rights SAC WIRELESS LLC Owner or tradesperson Principals SANZO, JOSEPH (JOSE) PASQUALE, MANAGER KOZIEL, BILL R, MANAGER Doing business as SAC WIRELESS LLC WA UBI No. 603 391 663 540 MADISON STREET 16TH FLOOR CHICAGO, IL 60661 847-944-1600 Business type Limited Liability Company Governing persons LLC NOKIA SOLUTIONS & NE HALL CAPITAL PARTNERS; BILL KOZIEL; JOE SANZO; License Verify the contractor's active registration / license / certification (depending on trade) and any past violations. Construction Contractor License specialties GENERAL License no. SACWIWL852J2 Effective — expiration 07/01/2015— 07/01/2019 Bond Washington International Ins Co Active. Meets current requirements. $12,000.00 Help us improve httt s://secure.lni.wa.gov/verify/Detail.aspx?UBI=603391663&LIC=SACWIWL852J2&SAW= 10/15/2018 SAC WIRELES4 LLC Bond account no. 9170096 Received by L&I 04/21/2015 t Insurance XL INSURAA_'CE AMERICA INC Policy no. US00075403L118A Effective date 04/17/2015 Expiration date Until Canceled $5,000,000.00 Received by,L&I Effective date 04/27/2018 05/01/2018 Expiration date 05/01/2019 Insurance history Savings No savings ac:ounts during the previous 6 year period. Lawsuits agatst the bond or savings No lawsuits a'ainst the bond or savings accounts during the previous 6 year period. L&I Tax debts' No L&I tax de:ts are recorded for this contractor license during the previous 6 year period, but some debts may be recorc ed by other agencies. Page 2 of 3 License Violations No license vio,ations during the previous 6 year period. Worker comp Do you know if the business has employees? If so, verify the business is up-to-date on workers' comp premiums. This companhas multiple workers' comp accounts. Active accours L&I Account ID 127,365-01 Account is current. Doing businesF. as SAC WIRELE.'S LLC Estimated workers reported Quarter 2 of Y.;ar 2018 "76 to 100 Workers" L&I account contact T2 / KATHY U:..RICH (360)902-4829 - Email: WITE235@Ini.wa.gov Track this contractor Public Works Strikes and Debarments Verify the cont actor is eligible to perform work on public works projects. Contractor St ekes No strikes ha, e been issued against this contractor. Help us improve https://secure.lni ,va.gov/verify/Detail.aspx?UBI=603391663&LIC=SACWIWL852J2&SAW= 10/15/2018 SAC WIRELESS LLC Contractors not allowed to bid No debarments have been issued against this contractor. Page 3 of 3 Workplace safety and health Check for any past safety and health violations found on jobsites this business was •responsible for. Inspection results date 07/26/2018 Inspection no. 317949921 Location 202 E.Koch Road Ritzville, WA 99169 No violations © Washington State Dept. of Labor & Industries. Use of this site is subject to the laws of the state of Washington. Help us improve https://secure.lni.wa.gov/verify/Detail.aspx?UBI=603391663&LIC=SACWIWL852J2&SAW= 10/15/2018