HomeMy WebLinkAboutPermit D16-0173 - T-MOBILE - TELECOMMUNICATIONS FACILITYT-MOBILE �'VIF�ELESS
15802 PACIFIC S
D 16-017 3
� 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
Parcel No: 2223049102
Address: 15802 PACIFIC HWY S
Project Name: T-MOBILE WIRELESS
Owner:
Name: AVIS RENT A CAR SYSTEM LLC
Address: 6 SYLVAN WAY REAL ESTATE TAX
DEPT, PARSIPPANY, WA, 7054
Contact Person:
Name: SEAN MADDOX
Address: 9725 THIRD AVE NE - SUITE 410 ,
SEATTLE, WA, 98115
Contractor:
Name: SAC WIRELESS LLC
Address: 540 MADISON ST 16th FLOOR,
CHICAGO, IL, 60661
License No: SACWIWL852J2
Lender:
Name:
Permit Number: D16-0173
Issue Date: 9/2/2016
Permit Expires On: 3/1/2017
Phone: (858) 964-7425
Phone: (847) 944-1600
Expiration Date: 7/1/2017
Address: , , ,
DESCRIPTION OF WORK:
EXISTING UN-MANNED TELECOMMUNICATIONS FACILITY. AT (E) 98.5' H STEEL MONOPOLE. (2) (e) FXFB'S TO BE
REMOVED, INSTALL (3) (P) FHFB'S, (1) PIPE MOUNT ON (E) COLLAR MOUNTAND (6) (P) DIPLEXERS.
AT (E) EQUIPMENT AREA REMOVED (1) (E) FSME FROM FOCA, INSTALL (1)(P) FSMF FOR U19, (1)(P) FXFB FOR GSM
IN (E) BTS CABINETS.
Project Valuation: $25,000.00 Fees Collected: $991.02
Type of Fire Protection: Sprinklers:
Fire Alarm:
Type of Construction: Occupancy per IBC:
Electrical Service Provided by: TUKWILA 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:
Public Works Activities:
Channelization/Striping:
Curb Cut/Access/Sidewalk:
Fire Loop Hydrant:
Flood Control Zone:
Hauling/Oversize Load:
Land Altering:
Landscape Irrigation:
Sanitary Side Sewer:
Sewer Main Extension:
Storm Drainage:
Street Use:
Water Main Extension:
2015 National Electrical Code:
2015 WA Cities Electrical Code:
2015 WAC 296-46B:
2015 WA State Energy Code:
2015
Volumes: Cut: 0 Fill: 0
Number: 0
2014
2014
2014
2015
Water Meter: No
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 laws regulating construction or the performance of work. I am authorized to sign and obtain this
development permit and agree to the conditions attached to this permit.
Signa
Print
Date: �
This permit shali 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 shail 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.
All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila
Permit Center.
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**
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2908.
CITY OF TUKWILA
Community Development Department
Public Works Department
Permrt Center
6300 Southcenter Blvd., Suite 100
Tukwila, WA 98188
http://www.TukwilaWA. �ov
Building Permit No. ,� — � �1
Project No.
Date Application Accepted: ll �Z(i' ��Q
Date Application Expires: � 2� 2( � �((�
use
CONSTRUCTION PERMIT APPLICATION
Applicarions 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.: 2223049102
Site Address: 15802 PacifiC Hwy S, Tukwila, WA, 98188 Suite Number: Floor:
Tenant Name: T-Mobile New Tenant: ❑.....Yes 0..No
PROPERTY OWNER
Name: Avis Rent a Car System LLC
Address: 15802 Pacific Hwy S
City: Tukwila State: WA Z'p� 98188
CONTACT PERSON — person receiving all project
communication
Name: Sean Maddox
Address: 617 8th Avenue South
C'�'� Seattle State: WA zip: 98104
Phone: �g58) 964-7425 Fax:
Email: smaddox@md7.com
GENERAL CONTRACTOR INFORMATION
Company Name: �D
Address:
City: State: Zip:
Phone: Fax:
Contr Reg No.: Exp Date:
Tukwila Business License No.:
H:Wpplicatiore�Forms-Applications On Line�201 I Applications\Prnnit Application Rcviscd -&9-ll.docx
Re�4sed: August 20ll
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ARCHITECT OF RECORD
Company Name:
Architect Name:
Address:
City: State: Zip:
Phone: Fax:
Email:
ENGINEER OF RECORD
Company Name: pM Design
Engineer Name: Maurissa Muha
Address: 7200 South Alton Way, B-270
�'�'= Centennial State: CO Z'p� 80112
Phone: �303) 223-4864 Fa"'
Email: ��a@pmdginc.com
LENDER/BOND ISSUED (required for projects $5,000 or
greater per RCW 19.27.095)
Name:
Address:
City: State: Zip:
Page 1 of 4
BUILDING PERMIT INFORMATIOi , — 206-431-3670
Valuation of Project (contractor's bid price): $ 25,000 Existing Building Valuation: $
Describe the scope of work (please provide detailed information):
Project is an existing un-manned telecommunications facility. At (E) 98.5' H steel monopole. (2) (E) FXFB's to be removed, install
(3) (P) FHFB's, (1) pipe mount on (E) collar mount and (6) (P) diplexers.
At (E) equipment area remove (1) (E) FSME from FOCA. install (1) (P) FSMF for U19, (1) (P) FXFB for GSM in (e) BTS
cabinets.
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
Addition to Type of Type of
Existing Construction per Occupancy per
Existin Interior Remodel Structure New IBC IBC
1�` Floor
2 Floor
3` Floor
Floors thru
Basement
Accessory Structure*
Attached Gazage
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)
'For an Accessory dwelling, provide the following:
Lot Area (sq ft): Floor area of principal dwelling: Floor azea of accessory dwelling:
'Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence.
Number of Parking Statls 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 ofmaterials and storage locations on a sepa�•ate 8-1/2"x 11 "paper i�tcluding quantities and Material Safeh� Data Sheels.
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:Wpplications\Forms-Applications On Line�201 I Applications\Pertnit App�iwtion Rcvised - 8-9-1 I.docx
Rnised: August 2011 Pa e 2 of 4
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PUBLIC WORKS PERMIT INFOicMATION — 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 esNmate sheet.
Water District
❑ ...Tukwila ❑...Water District#125 ❑ .. Highline
❑ ... Water Availability Provided
Sewer District
❑ ...Tukwila ❑... Valley View ❑ .. Renton
❑...Sewer Use Certificate ❑... Sewer Availability Provided
❑ .. Renton
❑ .. Seattle
Seplic 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 wit6 Aoplication (mark boxes which apalvl:
❑...Civil Plans (Maximum Paper Size — 22" x 34")
❑...Technical Information Report (Storm Drainage) ❑.. Geotechnical Report ❑...Traffic Impact Analysis
❑ ...Bond ❑ .. Insurance ❑ .. Easement(s) ❑ .. Maintenance Agreement(s) ❑ ...Hold Harmless — (SAO)
❑ ...Hold Harmless — (ROW)
Proposed Activities (mark boxes that anplv):
❑...Right-of-way Use - Nonprofit for less than 72 hours ❑.. Right-of-way Use - Profit for less than 72 hours
❑...Right-of-way Use - No Disturbance ❑.. Right-of-way Use — Potential Disturbance
❑ ...Construction/Excavation/Fill - Right-of-way ❑
Non Right-of-way ❑
❑ ...Total Cut cubic yards
❑ ...Tota1 Fill cubic yards
❑ ...Sanitary Side Sewer
❑ ...Cap or Remove Utiliries
❑ ...Frontage Improvements
❑ ...Traffic Control
❑ ..:Backflow Prevenrion - Fire Protection
Irrigation
Domestic Water
■
■
■
■
m
❑ .. Work in Flood Zone
❑ .. Storm Drainage
Abandon Septic Tank
Curb Cut
Pavement Cut
Looped Fire Line
�
❑ ..:Permanent Water Meter Size... " WO #
❑ ...Temporary Water Meter Size .. " WO #
❑ ...Water Only Meter Size............ " WO #
❑ ...Sewer Main Extension .............Public ❑ Private ❑
❑ ...Water Main Extension .............Public ❑ Private ❑
FINANCE INFORMATION
Fire Line Size at Property Line _
❑ ...Water ❑ ...Sewer
Monthiv Service Billin�
Mailing
Water Meter Refund/Billine:
Name:
Mailing
❑ .. Grease Interceptor
❑ .. Channelization
❑ .. Trench Excavation
❑ .. Utility Undergrounding
❑ ...Deduct Water Meter Size "
Number of Public Fire Hydrant(s)
❑ ...Sewage Treatment
H:Wpplications\Forms-Applicationv On Line�201 I Applications\Pcrmit Application Rcviscd - S-9-1 l.docx
Re�tised: August 2011
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Day Telephone:
c;ry
Day Telephone:
City
s�ce z��
State Zip
Page 3 of 4
PERMIT APPLICATION NOTES —
Value of Construction — In al1 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.
Expirallon 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 1053.2 Intemational 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 PERTiJRY BY THE LAWS OF THE STATE OF WASHINGTON, AND 1 AM AUTHORIZED TO APPLY FOR THIS PERMIT.
BUILDING OWNER OR AUTHORIZED AGENT:
Signature: ��1/�1 ,�` r� f�^.�x t.c. Date: 2`' L
Print Name: �� � -� �D��� A�d Day Telephone: ��g ' ��� — ���
MailingAddress: L(-�r � ���, ��.c..��(� l,�- �I�(°�
City State Zip
H:V��lications\Farms-Applications On Linc�201 I Applications\Pcrtnit Application Reviscd- 8-9-1 l.docz
Rcviscd: August 2011 Page 4 of 4
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Date Paid: Friday, September 02, 2016
Paid By: T-MOBILE WIRELESS
Pay Method: CHECK 3385810
Printed: Friday, September 02, 2016 3:06 PM 1 of 1
�SYSTEMS
Date Paid: Tuesday, June 21, 2016
Paid By: T-MOBILE
Pay Method: CHECK 3322887
Printed: Tuesday, June 21, 2016 12:53 PM 1 of 1
SYSTEM5
INSPECTION RECORD , �
Retain a copy with permit `���` ��� �
INS TION N0. PERMIT N0.
CITY OF TUKWILA BUILDiNG DIV1510N .
6300 Southcenter Bivd., #100, Tukwila. WA 98188 (206) 431-3670
Permit Inspection Request Line (206) 438-9350
� Approved per applicable codes. a Corrections required prior to approval.
pector:
Date��
� REINSPECTION FEE REQUIRED. Prior to next inspection, fe� must be
paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection.
Date: May 15, 2016
Daniel Inocencio
Crown Castle
2055 S. Stearman Drive
Chandler, AZ 85286
(602) 845-1784
Subject:
Carrier Designation;
Crown Castle Designation:
Engineering Firm Designation:
Site Data:
Dear Daniel Inocencio,
T-Mobile Co-Locate
Carrier Site Number:
Carrier Site Name:
�r.
/���
GPD GROUP
Professionai Corporation
520 South Main Street, Suite 2531
Akron, OH 44311
(216)927-8663
dpalkovic@gpdgroup.com
Crown Castle BU Number:
Crown Castle Site Name:
Crown Castle JDE Job Number:
Crown Castle Work Order Number:
Crown Castle Application Number:
GPD Group Project Number:
SE03024B
Lewis and Clark Monopole
825363
Lewis and Clark Monopole
376572
1234952
341291 Rev. 2
2016777.825363.06
15820 Pacific Hwy. S., Tukwila, King County, WA 98188
Latitude 47° 27' 44.35", Longitude -122° 17' 17.44"
95.5 Foot — FWT Monopole Tower
GPD is pleased to submit this "Structural Opinion Letter" for the structural integrity of the aforementioned tower. This
evaluation has been performed in accordance with the Crown Castle Structural 'Statement of Work' and the terms of Crown
Castle Purchase Order Number 901727. The purpose of this opinion letter is to determine the suitability of the tower with the
proposed, existing and reserved loading as specified in Tables 1 through 3 on the following pages. This opinion is consistent
with the guidelines as stated in the TIA-222-G standard and the 2012 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 and Risk Category II
were considered in this review.
This opinion letter assumes that the tower has been well maintained and is in good condition with no structural defects. This
is not a condition assessment of the structure. This letter is only a review based upon the results of a previous structural
analysis performed by GPD (Project #: 2016777.825363.05, dated 12/8/2015), which resulted in an adequate tower
rating/capacity of 60.3% and an adequate foundation rating/capacity of 39.3%, 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 15.4 of TIA-222-G Addendum 2, existing structures do not require a re-analysis if there is less than a 5%
increase in the forces of any structural component of the tower.
Based upon a comparison of the current loads, proposed loads, and the results from the previous analysis, which used the
current code prescribed ultimate 3-second gust wind speed of 110 mph converted to a nominal 3-second gust wind speed of
85 mph, it is our opinion that the design of the tower and its foundation should be sufficient for the proposed loading
configuration.
We at GPD 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 Letter Prepared By:
Respectf ly submitted by:
n N. Kabak, S.E.
Washington #: 50892
�ol �s\��P
520 South Main Street .
EXP 01/16/17
�%ECEIVED
CiTY OF TUKWILA
� R� � 9 �a��
��c�
PERMIT CENTER
5/12/2016
311 . 330-572-2100 . Fax 330-572-2101 . www.GPDGroup.com
Professional Corporation
♦ 3
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,
• 95.5 Ft Monopole Tower Structuraf Letter
• Project Number 2016777.825363.06, Application 341291, Revision 2
Table 1- Proposed Antenna and Cable Information
Center Number
Mounting Line of Antenna Antenna Model
Level (ft) Elevation Antennas Manufacturer
(ft)
� 3 � Commscope ; SBNHH-1D65C
94.0 96.0 3 Nokia , FRLB
�� Andrew ECC1920-VPUB
92 � � 93.0 � Nokia TME-FHFB
89.0 2 Nokia , TME-FHFB
Table 2- Existing and Reserved Antenna and Cable Information
Center Number
Mounting Line of Antenna Antenna Model
Level (ft) Elevation Antennas Manufacturer
(ft)
. ------I 97.0 1 Jaybeam �C A-18A24
Wireless
3 Andrew � TMBXX-6516-R2M
2 Nokia � FRIA
i
94.0 j
96.0 3 Andrew TMBXX-6516-R2M
�
6 Andrew ETT19V2S12U6
! 6 Andrew i ECC1920-VPUB
� 3 Nokia ; TME-FRIG
94.0 3 12' Curved T-Arm
93.0 1 Raycap , TME-RNSNDC-7771-PF-48
92.0
92.0 1 � Side Arm Mount [SO 102-3]
86.0 1 Radiowaves . SP2-5.8
82.0
82.0 1 � Pipe Mount [PM 601-1]
� 3 KMW , ET-X-WM-18-65-8P
3 RFS Celwave ; APXVRR13-C-A20
3 Samsung 1.9GHZ RRU
�r Samsung 2.5G 8T8R RADAR FILTER
58.0 58.0 3 Samsung 2.5GHz RRH-V3
3 Samsung , OPTIC FIBER JUNCTION
I CYLIN DER
3 Samsuna POWER JUNCTION
T-Arm Mount [TA 602-3]
1) Existing equipment to be removed; not considered in this review
2) Abandoned equipment to be removed; not considered in this review
3) Abandoned equipment; considered in this review
tnxTower Report - version 6.1.4.1
May 12, 2016
CCI BU No 825363
Page 2
Number Feed
of Feed Line Note
Lines Size (in)
Number Feed
of Feed Line Note
Lines Size (in)
1
�
6 � 7/8 j 2
�
I
13 7/8 I
�
�
1 1 �i
�—
1 1/4 � 3
3 j 1-1/4
! �
i �
�
. 95.5 Ft Monopo/e Tower Strucfural Letter
Project Number 2016777.825363.06, Application 341291, Revision 2
Table 3- Previous Analysis Antenna and Cable Information
Center Number
L' A tenna
Mounting ine of � Antenna Model
Level (ft) Elevation Antennas Manufacturer
(ft)
�__.�__ -----� —� -Ja beam �--f_W. __
Ma y 12, 2016
CCt BU No 825363
Page 3
Number Feed
of Feed Line Note
Lines Size (in)
� 97.0 I � ( Wireless � A-18A24 �
I �_-3 Andrew _r _ TMBXX-6516-R2M g
�-- Andrew � ETM19V2S12UB
� 2 , Nokia � FRIA
� 3 _--j Commscope ! uVSBNHH-1D65C _�
94.0 ��- Nokia � FRLB �
96A r �
� 3 �Andrew TMBXX-6516-R2M �
� 6 Andrew � ETM19V2S12U6 �
� 6 Andrew ru ECC1920-VPUB �
' 13
� 2--�- Nokia ; FXFB
�- 3 �� Nokia �— FRIG
92.0
82.0
58.0
94.0 3 � 12' Curved T-Arm
�r~2 � Nokia V TME-FXFB ;
93.0 r�- A--r- Raycap i TME-RNSNDC-7771-PF-48 �
f � � 1
92A � 1 �— I Side Arm Mount [SO 102-3] j
86.0 1 Radiowaves ; SP2-5.8 � 1
82.0 �— 1—i �- Pipe Mount [PM 601-1] '
3 � KMW ET-X-WM-18-65-8P �—
3 , RFS Celwave ', APXVRR13-C-A20 !
� 3 � Samsung ; 1.9GHZ RRU '
( ���. 3---��Samsung ; 2.5G 8T8R RADAR FILTER !
�58.0 I_�_ I Samsung ; 2.5GHz RRH-V3 i 3
� I^ 3�T '! OPTIC FIBER JUNCTION i
� Samsung CYLINDER
i ��� POWER JUNCTION �
� � 3 I Samsun9 �..� inin�o i
T-Arm Mount [TA 602-3]
Notes:
1) Existing equipment previously to be removed
2) Previously proposed equipment
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TMA-S-DB1921-DD-A �
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Wireless - Tower Mounted Amnlifiers (TMA) (/cataloa/wireless/product.aspx?id=162�
Tower Mounted Amplifier, Twin Diplexed ANT/BTS Ports,Dual Band PCS/AWS with AISG
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Specifications
Download
General Speci�ications
Produd Type
Modu larity
Includes
Electrical Snecificatinns
1-BTS:I-ANT (Uniplex)
2 Twin
Mounting hardware
�ECFIVED
CITY OF TUKWILA
AU� 1 1 2016
PERMIT CENTER
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Mechanical Specifications
RF Connector Interface 7-16 DIN Female
RF Connector InterFace Body Long neck
Style
Ground Screw Diameter 6.00 mm
Color Gray
Fin ish Painted
Mount Type Pole � Wall
Mounting Pipe Diameter 40-160 mm
Mounting Pipe Hardware Band clamps (2)
Wind Speed, maximum 200 km/h � 124 mph
Dimensions
Height 255.0 mm � 10.0 in
Width 218.0 mm � 8.6 in
Depth 120.0 mm � 4.7 in
Volume 6.6 L
Weight 10.0 kg � 22.0 Ib
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Environmental Specifications
Operating Temperature -40 °C to +65 °C (-40 °F to +149 °F)
Relative Humidity Up to 100%
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TMBXX-6516-R2M
aNaREws t45° Dual Band Quad Antenna
• Patented cross dipole and feed system
• Rugged, reliable design with exceilent PIM suppression
• Inciudes factory instailed AISG RET actuator
• Fully compatible with Andrew Teletiit� remote controi antenna system
Frequency Range (MHz): 171(}-2155
Characteristic Impedance (Ohms): 50
Azimuth BW (Deg): 64.5 t 8
Elevation BW (Deg): �.2 t 1.2
Gain (dBi) : 17.5 t 8
Polarization: f45"
Front-to-Back Ratio (dB) 2° 4° 6° 8° 10°
Copol, 180" t 30°: >24 >24 >24 >24 >24
Total Power, 180° t 30°: >24 >23 >22 >23 >23
llpper Sidelobe (dB) 2" .' "4° :. ,r;6° �- y8°'- `10°'.;
Main Beam to +20': >18 >17 >15 >14 >11
VSWR / Retum Loss (dB): 1,35:1 /16.5
Port-to-Port lsolation (dB): >30
Electrical Tilt Range (Deg): 2-10
Electrical Downtiit Accuracy (Deg): t 0.9
Cross-Po� �dBc) � 3° 4° +�°, �8° •10° ''
3 d6 Beamwidth: >13 >13 >12 >12 >12 I
lntermodulation Products (dBc) '
3rd Order, 2 x 20 Watts: 155
Max. Input Power (YVatts): 250
Lightning Protection: DC Ground
Galn Variation (dB) (between UL
and DL frequency pair):
Electrical Tilt Accuracy (Deg)
(between UL and DL frequncy
pair within 0.5"):
Azimuth HPBW (Deg) (befin+een
UL and DL frequncy pair):
Net Weight (kg 1 Ibs):
Dimensions—LxWxD:
(with actuator)
Max. Wind Area (m' / ft'):
Max. Wind Load (N / Ib�:
Max. Wind Speed (km/h I mph):
Hardware Material:
Connector Type:
Color:
Standard Mounting Hardware:
1.3
<0.55
11.5
15.7 / 34.6
1499 x 302 x 160 mm
59x11.9x6.3inch
0.27 / 2.9
729.4 / 164
241 / 150
Hot Dip Galvani2ed
7-16 DIN, Female (4)
Off White
TM600899A-2
S�„���..cA— a.f"s�-
Decibel�
Base Station Antennas
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CITY aF TUK
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Andrew Corporation Fax: 214.688.0088 11l27/2006
2601 Telecom Parkway Toll Free Tel: 1.800.676.5342 Page 1 of 3
i2ichardson, Texas U.S.A. 755082-3521 Fax: 1.800.229.4706 dbtechCa�andrew.com
Tel: 214.631.0310 www.andrew.com
Intormation correct at date of issue but may be subJect to change without notice.
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Home / Product Cataloq (/Product-Cataloa) Wireless (/Product-CataloalWireless/) Antenna Svstems (/Product-Cataloa/Wireless/ProducUAnt
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Wireless - Antennas (/cataloca/wireless/qroduct.asqx?id=76)
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Multiband Antenna, 698-896 and 2x 1695-2360 MHz, 65° horizontal beamwidth, internal RET. Both high bands share t e�me
electrical tilt. �
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• Interleaved dipole technology providing for attractive, low wind load mechanical package %
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Specifications
Download
Electrical Speci�cations
Frequency Band, MHz
Gain, dBi
REC�l�JEU
CITY O� TUKWILA
AUii 1 1 2016
PERMIT CEfVTER
� �R�CT�'i��l
TR#� �
698-806 806-896 1695-1880 1850-1990 1920-2200 2300-2360
16.2 16.0 17.7
17.9 18.5 18.5
Beamwidth, Horizontal, degrees 66 64 70 65 �/� r� 58
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Depth
Length �
Width
Net Weight, without
mounting kit
180.0 mm � 7.1 in
2453.0 mm � 96.6 in
301.0 mm � 11.9 in
22.5 kg � 49.6 Ib
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Remote Electrical Tilt (RET) Information
Input Voltage 10-30 Vdc
Internal RET High band (1) � Low band (1)
Power Consumption, idle 2.0 W
state, maximum
Power Consumption, normal 13.0 W
conditions, maximum
Protocol 3GPP/AISG 2.0 (Multi-RET)
RET InterFace 8-pin DIN Female � 8-pin DIN Male
RET Interface, quantity 1 female � 1 male
Pac Dimension
Depth 296.0 mm � 11.7 in
Length 2628.0 mm � 103.5 in
Width 390.0 mm � 15.4 in
Shipping Weight 35.2 � 77.6 Ib
Regulatory Compliance/Certifications
Agency Classification
RoHS 2011/65/EU Compliant by Exemption
China RoHS SJ/T 11364-2006 Above Maximum Concentration Value (MCV)
ISO 9001:2008 Designed, manufactured and/or distributed under this quality management system
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�"roduct S ecifications
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COMMSC�PE�
ECC 1920-VPUB � E 1 SS08P77
Crossband Coupler, PCS/AWS, DC-sense, AISG compati � ��'
� �� � � { �
OBSOLETE
This product was discontinued on: August 28, 2015
Replaced By
CBC1921X-DS Diplexer PCS/AWS 1-3, DC-sense, AISG compatible
E15507P27
General Specifications
Product Type Diplexer
Product Family CBC1921
Modularity 1-Single
Includes Mounting hardware
Electrical Specifications
Sub-module
Branch
Port Designation
License Band
Electrical Specifications, Band Pass
Frequency Range
Insertion Loss, typical
Total Group Delay, maximum
Return Loss, minimum
Return Loss,typical
Isolation, minimum
Input Power, RMS, maximum
3rd Order PIM, typical
3rd Order PIM Test Method
1
1
AWS
AWS 1700
1710-2155 MHz
0.20 d6
12 ns
22 dB
24 d B
50 d6
250 W
-112 dBm
One +43 dBm AWS carrier
One +43 dBm PCS carrier
dc Power/Alarm Electrical Specifications
Voltage 7-30 Vdc
Operating Current at Voltage 10 mA @ 24 V � 7 mA @ 12 V
Operating Current Tolerance t5 mA
dc/AISG Pass-through, combiner dc Sensing
dc/AISG Pass-through, demultiplexer Branch 1
RE IEWED F�R
�ODE CO �11'��' ��
APPR
At�G 2 � 2Q16
Ci f TukGvila
1 BUILDI G DIVISION
2
PCS
PCS 1900
TDD 1900
1850-1990 MHz
0.20 dB
10 ns
22 dB
5odg ��tR�CTK�N
Zso w � T R � ____�.,....r....
-112 dBm
Two +43 dBm carriers
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�t��7 � 1 ��66
i�ERN91T CENTER
Lightning Surge Current 20 kA �� / '/'� �� n
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OO 2016 Comm$cope, Inc. All rights reserved. All trademarks identified by O or TM are registered trademarks, respectively, of CommScope. page 1 of 5
All specifications are subject to change without notice. See www.commscope.com for the most current information. Revised: January 1 b, 2016 July 1 1, 2016
�'ro`duct S ecifications
p
ECC192aVPUB � E15S08P77
Block Diagram
Mechanical Specifications
RF Connector Interface
RF ConnectorInterface Body Style
Ground Screw Diameter
Color
Mount Type
Mounting Pipe Diameter
Mounting Pipe Hardware
Dimensions
Height
Width
Depth
Volume
Weight
7-16 DIN Female
Long neck
6.00 mm
Gray
Pole � Wall
40-160 mm
Band clamps (2)
192.0 mm
186.0 mm
65.5 mm
2.3 L
3.6 kg �
� 7.6 in
� 7.3 in
� 2.6 in
7.9 Ib
COMMSC�PE°
OO 2016 CommScope, Inc. All rights reserved. All trademarks identified by � or T"' are registered trademarks, respectively, of CommScope. page 3 of 5
All specificaiions are subject to change without nolice. See www.commscope.com for the most curreni information. Revised: January 16, 2016 July 1 1, 2016
8/11/2016
r �
Flexi Remote Radio Head 2TX 730 (FRLB)
Flexi Remote Radio Head 2TX 730 (FRLB)
FRLB technical specifications.
Functional description
Tab/e: FRLB functional specification
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Interfaces
Figure: FRLB interfaces
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PERMiT rFNTER
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8/11/2016 Flexi Remote Radio Head 2TX 730 (FRLB)
� Nomin£i suppty vottage �48.0 V DC
Nominal input vottage range -40.5 V DC to -57.0 V DC
Eutended input vottage range -36.0 V DC to -40.5 V DC
S7.OVDCto-60.OVDC
Power consumption
Ha rnaBHy�o (Home)
committed estimated values depend on the final product HW and SW
Number of TXs RF output power per TX [Wj optlmization with +�.10% marg(n.
50% RF Load 100% RF Load
2 30 I 248 I 321
20 192 239
Installation and mechanical specifications
Tab/e: FRLB instaliation and mechanical spec�cations
Property Value
Installation options
. pole/wall installation
• directly on the wall installation
IP rating IP65
Related optional ftems . Flexi Pole Mounting Kit (FPKA/C)
• Pole Mounting Kit (VMPB)
Dimensions and weight
Table: FRLB dimensions and weight
Property Value Oimensions orientation
Height 400 mm (15.7 in.)
Depth 150 mm (5.9 in.) �
i
Width 400 mm (15.7 in.)
he� ht
Weight Without solar shield and mounting shroud:
27 kg (59.5 Ibs)
width
d�g�tt►
Environmental specifications
Tab/e: FRLB environmental spec�cations
http://proectr�.ru/NSN/Docs/Flexi_Multiradio BTS RF_Module DescriptioNr1063488641r106348863.html 3/5
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15820 PACIFIC HWY S, TUKWILA, WA 98188��°°a
SITE NUMBER: SE03024B .
LATITU D E: 47 ° 27' 44.96" N (47.462489 ° N�v; �
LONGITUDE: -122° 17' 17.59" W (-122.288219°
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` PROJECT DESCRIPTION
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LEGAL DESCRIPTION
THAT PORTION OF THE SOUTH HALF OF SOUTHWEST �UARTER OF SECTION 22, TOWNSHIP 23
NORTH, RANGE 4 EAST, WM, DESCRIBED AS FOLLOWS: BEGINNING AT THE 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 00°29'Ot' EAST 147.OT TO THE
BE�INNING OF A CURVE CONCAVE NORTHWESTERLY HAVING A RADIUS OF 204.50'; THENCE
SOUTHERLY AND SOUTHWESTERLY ALONG SAID CURVE 263.90' THROUGH A CENTRAL ANGLE OF
73°66'17"; THENCE ON A NON-TANGENT BEARING OF NORTH 88°35'11' WEST 120.12'; THENCE SOUTH
77°43'23' WEST 82.86'; THENCE SOUTH 67°02'06' WEST 109.32'; THENCE SOUTH 56°19'23° WEST
17.36' TO THE NORTHEASTERLY MARGIN OF OLD/MILITARY HOAU; THENCE NORTH 37'57'S4" WEST
ALONG SAID NORTHEASTERLY MARGIN 55.10' TO A POINT HERqNAFTER REfEHHED TO AS'POINT a°'
THENCE NORTH 67°02'O6° EAST 140.63' TO THE BEGINNING OF A CURVE CONCAVE SOUTHERLY
HAVING A RADIUS OF 220.50'; THENCE NORTHEASTERLY AND EASTERLY ALONG SAID CURVE 95.19'
THROUGH A CENTRAL ANGLE OF 24°44'07"; THENCE SOUTH 88' 13'4i EAST 46.48' TO THE BEGINNING
OF A CURVE CONCAVE NORTHWESTERLY HAVING A RADIUS OF 144.50'; THENCE EASTERLY,
NORTHEASTERLY AND NORTHERLY ALONG SAID CURVE 232.66' THROUGH A CENTRAL ANGLE OF
92° 15'14'; THENCE NORTH 00'29'01" WEST 163.14' TO A POINT ON THE SOUTHERLY MARGIN OF 50
185TH ST AS SHOWN ON SAID PLAT OF SUNNYSIDE GARDENS DIV N01 AND A POINT ON A
NON-TAGENT CURVE CONCAVE SOUTHERLY HAVING A RADIUS OF 447.68', AND AT WHICH POINT THE
RAUTAL CENTER BEARS SOUTH 02° 15'S3' EAST; THENCE EASTERLY ALONG SAID CURVE 19.09'
THROUGH A CENTRAL ANGIE Of 00°3TOY; THENCE SOUTH 88°28'13' EAST ALONG SAID SOU7F1
MARGIN 46.35' TO THE POINT OF BEGINNING. CONTAINING AN AREA OF 39,602 SO.Ff MORE OR LESS.
TOGEfHER WITH THAT PORTION OF THE SOUTH HALF Of THE SOUTHWEST OUARTER OF SECTION 22,
TOWNSHIP 23 NORTH, RANGE 4 EAST, WM, DESCRIBED AS FOLLOWS: COMMENCING AT AFORE SAID
POINP POINT A', THENCE SOUTH 61°02'O6' WEST 42.91'; THENCE SOUTH 11'21'O6" WEST 24.46' TO
THE SOUTHWESTERLY RIGHT-0FWAY MARGIN OF OLD MILITARY ROAD, AND THE POINT OF
BE�I NNING; THENCE CONTINUING SOUTH 11 °21'06' WEST151.18'; THENCE SOUTH 53' 19'37° WES7
25.89' TO THE TO THE NORTHERLY RIGHT-0FWAY MARGIN OF SOUTH 160TH STREET; THENCE SOUTH
88°38'S4" EAST ALONG SAID MARGIN 46.50' TO THE WESTERLY MARGIN OF OLD MILITARY ROAD;
� j THENCE NOHTH 46°21'O6' EASTALONG SAID WESTERLY MARGIN 42.43'; THENCE NORTH 00°22'45"
EAST ALONG SAID WESTEflLY MAHGIN 100.4T; THENCE NORTH 37°ST54° WEST ALONG THE
,.� SOUTHWESTERLY MARGIN OF OLD MIUTARY ROAD 44 .43' TO THE POINT OF BEGINNING SITUATED IN
KING COUNTY, STATE OF WASHINGTON CONTAINING AN AREA OF 6,379 SQ.FT MORE OR LESS.
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DRIVING DIRECTIONS
. FROM TauIOBILE BOTHELL OFFICE T
� HEAD EAST ON NONTH CREEK PARKWAY NORTH;
i TURN RIGHT AT THE 1 ST CROSS STREET ONT0120TH AVENUE NE, 0.4 MI;
`� TUNN RIGHT ONTO NE 195TH STREET, 0.4 MI;
TAKE RAMP LEFf FOR Fd05 SOUTH TOWARD RENTON 24.5 MI
ROAD NAME CHANGES TO WA-518 W 1.0 MI
TAKE RAMP RI�HT FOR WA99 SOUTH TOWARD SEA-TAC AIRPORT 0.5 MI
BEAR RIGHT ONTO WM99 / INTERNATIONAL BLVD/ TUKWILA INTERNATIONAL BLVD 0.3 MI
TURN BACK ON WM99 N/ INTERNATIONAL BLVD/ TUKWILA INTERNATIONAL BLVD 0.1 MI
ARRIVE AT Wh99 N/ INTERNATIONAL BLVD / TUKWILA INTERNATIONAL BLVD
DESTINATION IN ON THE RIGHT
` DISTANCE27.OMILES
APPROXTRAVELTIME41 MIN.
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°��1V1� _T INFORMATION ____ _
E SITEIDB: SE030248
T-MOBILE SITE NAME: LEWIS AND CLARK MONOPOLE
SITE ADDRESS: 15820 PACIflC HWY S
cirr, couNtv: ruicww�, I4N�
STATE, ZIP: WASHINGTON, 98188
PROPERTYOWNER: AVISRENTACARSYSTEMLIC
15802 PACIFlC HWYS
TUKWILA, WASHINGTON 98188
TOWER OWNER: CHOWN CASTLE, USA
ADDRESS: 2000 CORPORATE DRIVE
CANONSBURG, PA 15317
PHONE: 88&78&7011
APPUCANT: T�IOBILE
ADDRESS: 19807 NORTH CREEK PARKWAY NORTH
BOTHELL, WASMINGTON 98011
DAWN FANN
PROIECT MANAGER: Md7
ADDRESS: 617 8TH AVENUE SOUTH
SEATTLE. WASHINGTON 98104
SITE ACaUISITION: HANNAN HAMMAD
Md7
6178THAVENUESOUTH
SEATTLE, WASHINGTON 98104
ZONING CONTACT: SEAN MADDOX
Md7
617 STH AVENUE SOUTH
SEATTLE, WASHINGTON 98104
619.804.3668
RF ENGINEER: DAVE GIRUNG
T-MOBILE
19807 NOHTH CREEK PARKWAY NORTH
BOTHELL, WASHINGTON 98011
A8E FlHM: PM DESIGN GROUP, INC.
MAURISSA MUHA
7200 S ALTON WAY, SUITE B270
ENGLEWOOD, C0. 80112.
PHONE: 303223.4664
mmuha@pmdginc.com
GENERAL NOTES
CONTRACTOR SHALL VERIfY ALL PLANS AND IXISTING DIMENSIONS AND CONDITIONS ON THE
!OB SITE AND SHALL IMMEDIATEIY NOTIFY T�IOBILE WHO WILL CONTACT THE ARCHITECT TO
DISCUSS ANY DISCREPANCIES BEFOflE PROCEEDING WITH THE WORK
ORAWINGS WILL BE SCALED AS REQUIRED BY THE PERMITfING GOVERNING AGENCY. ALL OTHE
DRAWINGS SUPPLIED TO T-MOBILE WILL BE PLOTTED ON 11xi 7 SHEETS AT HALF SCALE.
THESE DRAWINGS MAY NOT INDICATE ALL UNDERGROUND UTILITIES. THE �ENERAL
CONTHACTOR SHALL EXERCISE EXTREME CARE DURING ALL O(CAVATIONS AND OTHER
coNsrRucnoN ncnv�nes.
CALL TWO WORKING DAYS BEFORE YOU DIG ....wr
NATIONAL UTILITIES UNDERGROUND LOCATE: a'r"""'�
•
ELECTRIC-RED TEL/CAN-ORANGE � *
SEWER-GREEN PROPOSED-WHITE
GAS/OIL-YELLOW WATER•BLUE
SURVEY-PINK
SHEETINDEX
T-1 TITLESHEEf T � �Mobile �
T-2 ABBREVIATIONS,SYMBOLSANDNOTES
ARCHITECTURAL 19807 N CREEK PMKWAY NORiH
� EXISTING OVERALLSITE PLAN BOiHELL,WASHINGTON98011
11�2• PROPOSEDEOUIPMENTLAYOUT
�;�, EXISTING 8 PROPOSED SOUTH ELEVATIONS
5►Ea EXISTINGBPROPOSEDANTENNALAYOUTPLANS
A-5 EQUIPMENT DETAILS
TRICAL
1 ELECTRICALGROUNDINGPLAN
1i �F RF DETAILS -- - -- r TOTAL SHEET COUNT�10 � �
�?� RF DETAILS
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PROPRIETARY INFORMATION 617&hAVENUE50UfN
THEINFORMATIONCONTAINEDINTHISSETOFCONSTRUCTION senn�.wnsMweror+vaia
DOCUMENTS IS PROPHIETARY BY NATURE. ANY USE OR DISCLOSURE zoe.ssu.+<ea
OTHER THAN THAT WHICH RELATES TO T-MOBILE WIRELESS, LLC.
SERVICES IS STRICT�Y PROHIBITED,
SAFETY CLIMB LANYARD NOTE: � p���
ENSURE THAT SAFETY CABLE CLIMB IS COMPLETELY UNOBSTRUCTED.
IF THE CABLE CIJMB IS CURRENTLY OBSTRUCTED (OR TRAPPED IN ANY �,�i ��� N
WAI� RECTIFY PRIOR TO STARTING WORK.
Archltectural
Solutions Group
7200 $OUfH ALTON WAY. 8-270
UTILITY PURVEYOR CENTENNWLCO 80112
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UTILITYCOMPANY: PUGETSOUNDENERGY 88&2255773 ^^""°F�ntla'�°°"'
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PR6JECT DATA = ' i �
1URISDICTION: ` CITY OF TUKWILA Y P E °� I i I� I I
PARCEL N: 2223049102 CITY O Lj � /�y
ZONINGDESIGNATION: RC�REGIONALCOMMERCIAL) ;
OCCUPANCY GROUP: U2 ?�'• n e ' �
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AREA: 1284SO.Ff. (EQUIPMENTCOMP I
SITE TYPE: UN-STAFFED TELECOMMUNICA�� " ' �+ �
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ENGINEERING � !�� � � ' ' i
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ALL WOflK AND MATEHIALS SHALL BE PEflFORMED AND INSTALLED IN ACCORDANCE WITH THE
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CURREMEDI710NSOFTHEFOLLONANGCOUESASADOPTEDBYTHELOCALGOVERMNG - 3
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AUTHOWTIES. NOTFMNC+ON THESE 7LANS IS TO 8E CONSTFiUCTEO TO PERMIT WORK NOT `
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20121NTERNA710NAL BWLDING CODE 2012 WASHINGTON 5fATE ENERGY CADE � I
2008NA710NALELECTNCALCODE 20121NfERNATIONAIMECHAMCILLCOUE � '
2012NA710NALFUELGASCODE 20121NTERNATIONALFRECODE
TIqlEIh222GONlATESTEpl10N 2010NFPA130
2012 UNIFORM PWMWNG CODE
2012 WASHINGTON STATE VENTIUIiION 61NDOOR NH QUA4TV CADE
A.DA COMPl1ANCE: 9664
NOTREOU�REDPER1103.29FOflT�A1081LEWOflKTHISFACILffVISUNMANNEDANDNOTf-0H REGISTERED
Hu�ur+ ra�rnno�. nacw�cr
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THISISANUNSTAfFEDANDRESiRICTEDEQUIPMEMFAqL17YANDWp1BEUSEDFORTHE /'�� (/ �i��
TRANSMYSSIONOFHADIOSIGNALSf-0NTHE7UitPOSE0iPR0YIDINOPUBUCCELLUTAHSERVICE KENNEfHn�CCRnCKEN
Td1081LECERi1RESTHATTFIISCELLULARFACIL(TVWILLBESERVICEDONLYBYTa.tOWLE STATEOFWASHINGTON
EMPLOYEES AND THE WOflK ASSOGATED WITH ANY EOU�PMENT CANNOT BE PHEFORMED BY
HANDICAPPED PERSONS. THIS FAqLITY WILL BE FREQUENTED ONLV BY SEIiVICE PERSONNEL FOR
REPNHPURPOSES.PURSUANTTOTHEAMERICANSWfTHDISA&UTIESACT�ADAI�PENDIXB O6�`b9i>6
SECTION 4.11. �5Nb), THIS FACIIITY IS E%EMPT FROM THAT ACT. ���
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NO POTABIE WA7ER SUPPLY IS TO BE PROVIDED AT iHIS IOCATION. NO WAS7E WATEIi OR SOUD
WASiEWILLBEGENEMTEDATTHISLOCAiION.T�1081LEMAINTENANCECREW�ONEPERSON) yrENAME:
WILLMAKEANAVERAGEOF(1�TflIPPERMONTHATONEHOUNPERTRIP. LEWIS Hc CLARK
APPROVALS MONOPOLE
--- ---- -- - -_ _-. - --- SE030246
SIiE ADDRESS:
nn.E SIGNA7uRE DAiE 1SSZO PACIFIC HWY S
TUKWILA, WA 98188
LANDLORDS REPRESENTA7IVE:
CONSTRUCTION MIWAGER: Rojact r+umba
CONSTHUC710N PROIECT MANA6ER: TM� � 6� � 4.�
PROIECT MANAGER: thee� Name
TITLE SHEET
sih ncouis�nor+:
ZONING:
RF ENC�NEER: SMet Numou
REVIEWERS SHALI CLEARLY PLACE INRIALS ADIACENT TO EACH REDUNE T- 1
NOTE AS DRAWINGS ARE BEING REVIEWED.
ABBREVIATIONS GENERAL NOTES CONCRETE NOTES
0 DIAMEfER EW EACHWAV PCS PERSONALCOMMUMCATONSEHVICES T�•Mobile �
@ ni FAB FABRICATION vcu PRIA/ARYCONTROL UNIT �, DRAWINGS ARE NOT TO BE SCALED, WRI7TEN DIMENSIONS TAKE PHECEDENCE, THIS SET OF DOCUMENTS IS INTENDED TO BE 1. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE Aq 301, ACI316 AND THE SPECIFICATION CASTaPLPLACE
c CENTER tJNE FF FINISM FLOOH voF POWER DISTRIBUTION FRAME USED FOR DIAGHAMMATIC PURPOSED ONLY, UNLESS NOTED OTHERWISE. THE GENERAL CONTRACTOR'S SCOPE OF WORK CONCRETE.
AB ANCHOHBOLT FG FINISHGHADE PRC PHIMAHYRADIOCA&NEf 19807NCREEKPANKWAYNORTH
nav aeovE FIF FACI4TY INTEHFACE FRAME PP POLARIZING PqESERNN� SHALL INCLUDE FURNISHING ALL MATERIALS, EQUIPMENT, LABOR AND ANY REDUIREMENTS DEEMED NECESSARY TO BOTHELL, WASHINGTON 98011
aC ALTEANATING CURRENT FIN FINISH�ED) vsc POUNDS PEH SWAfiE F00T COMPLETE INSTALLATION AS DESCRIBED IN THE DRAWINGS AND OWNER'S PROIECT MANUAL. 2. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE SiRENGTH OF 3000 PSI AT 28 DAY UNO.
A/C AIR CONDI710NING FLR FLOOfl PSI POUNDS PER $QUARE INCH
aoo� ananoN,u Fon FOUNDATION P� PflESSUHE TREATED p, THE CONTRACTOR IS RESPONSIBLE FOR ALL DIMENSIONS AND STANDARD DETAILS THAT REQUIRE MODIFlCATIONS DUE TO 3. R�NFORCING STEEL SHALL CONFORM TO ASTM A 615, GRADE 60, DEFORMED UNLESS NOTED OTHERWISE. WELDED
AFF ABOVERNISHEDFLOOR FOC FACEOFfANCRETE (�) PNOPOSED
nFc ABOVE flNISHEDGMDE FOM FACE OF MASONRY PWR POWEH CABINET ACTUAL FlELD CONDITIONS AND REQUIREMENTS MUST BE SUBMITTED TO AND APPROVED BY, T-MOBILE VYIRELESS WIRE FABRIC SHALL CONFORM TO ASTM A 165 WELDED STEEL WIRE FABRIC UNLESS NOTED OTHERWISE, SPLICES
ac� ABOVEGROUNDLEVEL Fos FACEOFSND oTv �UANTI7Y REPRESENTATIVEPRIORTOSTARTOFWORK. CLASS"B'ANDALLHOOKSSHALLBESTANDARDUNO.
AIC AMPERAGEINTERHUPTIONCAPACITY FOW FACEOFWALL RAD RADIUS
ALUM ALUMINUM Fs FINISH SUHFACE xEC7 HECTIFIEN 3. PRIOR TO THE SUBMISSION OF BIDS, CONTRACTORS INVOLVED SHALL VISIT THE JOB SITE TO FAMILIAPoZE THEMSELVES WITH 4. THE FOILOWING MINIMUM CONCRETE COVEfl SHALL BE PROVIDED FOR REINFORCING STEEL UNLESS SHOWN
ALT ALTEPNATE FT F007 REF REFERENCE ��
nNi AN7ENNA �a pooilN� HEINF REINFOHCEMENT ALL CONDITIONS AFFECTING THE PROPOSED PROJECT. CONTRACTORS SHALL VISIT THE CONSTRUCTION SITE WITH OTHERWISE ON DRAWINGS: CONCRETE CAST AGNNST EARTH 31N. CONCRETE EXPOSED TO EARTH OR WEATHER.
APPflO% APPROIOMATE �F� FUTUHE �n� RELOCATED CONSTRUCTION/CONTRACT DOCUMENTS TO VERIFY FIELD CONDITIONS AND CONFIRM THAT THE PROJECT WILL BE #6 AND LARGER ...................... 2 IN.
AfiCn ARCFx7Eciufal Gn GAUGE nE0'D aEQu1RED ACCOMPLISHED AS SHOWN. PRIOR TO PROCEEDING WRH CONSTRUCTION, ANY ERRORS, OMI$$IONS, OR DISCREPANCIES #5 AND SMALLER 8 WWF......... 1•1/2 IN, r
A7S AUTOMATICTflANSFEHSWITCH GEN GENERATOR aEi REMO7EELECiftICTl�7 SHALLBEBROUGHTTOTHEATTENTIONOFTHEARCHITECTENGINEERVERBALLYANDINWRITING. tnstnnveNuesoutn
AWG AMERICANNIREGAUGE GFCI GRWNDFAUL7CIPCUITINTEHRUPTER HF HA�qFflEOUENCY �
Bnn BATfERV GLB GLUE UUIINATED BEAM aMc HIGID MEfALL1C CONDUR 5. A 1/2" TROWELED RADIUS SHALL BE PROVIDED AT ALL EXPOSED EDGES OF CONCRETE UNO. HOLES TO RECEIVE SEA7TlE. W/SHINGTON 981dt
s�oc BUILDING c�v cn�vaw¢eo HHH HEMOTE RADIO HEAD 4. THE GENERAL CONTRACTOR SHALL RECEIVE WRITTEN AUTHORIZATION TO PROCEED WITH CONSTRUCTION PRIOR TO EXPANSION/WEDGE ANCHORS SHALL BE 1/8" LARGER IN DIAMETER THAT THE ANCHOR BOLT, DOWEL OR ROD AND Z06.650.a183
BLN BLOCK �Ps GLOBAL POSITONINO SYSTEM nAU NEMOTE MDIO UNR STARTING WORK ON ANY ITEM NOT CLEARLY DEFINED BY THE CONSTRUCTION DRAWINGS/CONTRACT DOCUMENTS. SHALL CONFORM TO MANUFACTURER'S RECOMMENDATION FOR EMBEDMENT DEPTH OR AS SHOWN ON THE
BLKG BLOCqNG GNo GRWND Rwr nnC�vnv DRAWINGS. AVOID CUTTING EXISTING REBAR WHEN DRILLING HOLES IN THE ELEVATED SLAB.
BM BEAM GSM GLOBALSVSTEMFOflMOBILE SCH SCHEDULE
src BAflETINNEDCOPPEflfANDUCTOR Hoc HOTDIPPEDGALVANZED sxr sxEEr 5. THECONTRACTSHALLSUPERVISEANDDIRECTTHEPROlEC7DESCRIBEDINTHECONTRACTDOCUMENTS.THECONTRACTOR .�A
sis BASE7PANSMISSIONSYS7EM Hon HEADEfl suu SAAANTINTEGRATEDACCESSDEVICE SHALLBESOLELYRESPONSIBLEFORALLCONSTRUCTIONMEANS,METHODS,TECHNIQUES,SEQUENCES,SAFETYAND 6. INSTALLATIONOFCONCRETEEXPANSION/WEDGEANCHORSHALLBEPERMANUFACTUflER'SWRITTEN �
soF BOTfOMOF f-0OTING Hca HANGER siM SIMIUR PROCEDURES FOR COORDINATING AlL PORTIONS OF THE WORK UNDER THE CONTRACT. RECOMMENDATION. ����
CAB CABINET HVAC HEAT/VENTIUUION/AIRCONDfTIONING SFEC SPECIFICATION
CANT CANTItEVERED H7 HEIGHT S� S�UME
cr+c cnnac�Nc �cn INTERIOH GROUND RING SS STAINLESS STEEL 6. THE CONTRACTOR SHALL INSTALL ALL EOUIPMEN7 AND MA7ERIAL ACCORDING TO THE MANUFACTURE�S/VENDORS 7. FLOAT SURFACE SHALL BE SMOOTH FINISH. SURFACE SHALL BE FREE OF ALL OBVIOUS DEPRESSIONS. SURFACE SHALL
c�� CEIIJNG iN INCH sro srnnonrt� SPECIFICATIONS UNLESS NOTED OTHERWISE OR WHERE LOCAL CODES OR ORDINANCES TAKE PRECEDENCE. BE SLOPED AT 2�/o TO PROMOTE DRAINAGE AWAY FROM EQUIPMENT. �f� ���� 1
CLR CLEAH INT INTEflIOB STL STEEL �� IY
Co� COLUMN �e�s� POUND�S) TEMP TEMPOHAIiY 7, q�� yyORK PERFORMED ON THE PROIECT AND MATERIALS INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL APPLICABLE 8. RUBBISH, STUMPS, DEBRIS, STICKS, STONES AND OTHER REFUSE SHALL BE REMOVED FROM THE SITE AND DISPOSED
COMM GOMMON LF LINEAN FEEf THK THICKNESS
coNc CONCRETE �te LONG TEHM EVOLUTION n.�a TOWEfl MOUNTEDAMPt1FIER CODES, REGULATIONS AND ORDINANCES. CONTRACTOR SHALL GIVE ALL NOTICES AND COMPLY WITH ALL LAWS, ORDINANCES, oF �EGn��v. A r c h f t e c t u r a I
CONSia COrvSTNUG710N MAS MASONflY iN 70ENAL RULES,REGULATIONSANDLAWFULORDERSOFANYPUBLICAUTHORITY.MUNICIPALANDUTIIJTYCOMPANYSPECIFICATIONS, SOIUtIQOS �fOUQ
oe� DOUBLE MA% MN(IMUM TOn TOP OFANTENNA AND LOCAL AND STATE IURISDICTIONAL CODES BEARING ON THE PERFORMANCE OF THE WORK 9. THE SITE SHALL BE GRADED TO CAUSE SURFACE WATER TO FLOW AWAY FROM THE PCS E�UIPMENT, TOWER AREAS
DC DIRECTCUHpEN7 MB MAGHMIEBOLT TOC 70POFCURB
DEPT DEPA(iTMENT MECH MECHANICAL TOf TOPOFFOUNDATION ANDADIACENTBUILDINGS. 7200SOUTHALTONWAY,B-270
oF oouousFlti MFq MANUFACTURER TOP TOPOFPLATE�PARAPET) 8. GENERALCONTRACTORSHA�LPROVIDEATTHEPROIECTSITEAFULLSETOFCONSTRUCTIONDOCUMENTSUPDATEDWITHTHE CENTENNIAL,C080112
WA qAME7ER MGB MASTER GflOUND BAH Tos 70P OF STEEI LATEST REVISIONS INVOLVED WITH THE PROIECT. THIS SET IS A VALID CONTRACT DOCUMENT ONLY IF THE TITLE SHEET IS 10. NO FlLL OR EMBANKMENT MATERIAI. SHALL BE PLACED ON FROZEN GROUND, fROZEN MATERIALS, SNOW OR ICE
owa DIAGONAL MIN MINIMUM iow 70V OF WALL STAMPED IN RED INK "FOR CONSTRUC110N" AND EACH SUCCESSIVE SHEET BEARS THE ARCHITECTS/ENGINEERS SI�NED WET SHALL NOT BE PLACED IN ANY FILL OR EMBANKMENT. cema�c I.w�n:� m�na
DIM DIMENSION MISC MISCELLANEOUS NSS TRANSIENT VOLTAGE $URGE SUPPRESSION ��3� ����6
DWG DNAWING MR METAL TYP TYPICAL STAMP. �naaw�a��.�om
ow� DOWEL MTs MANUALTMNSFEflSWITCH uc UNDERGHOUND 11. THESUBGRADESHALLBECOMPACTEDANDBROUGHTTOASMOOTHUNIFORMGRADEPRIORTOTHECRUSHED
En EncH Mw MICROWAVE u� UNDEAWHITEHS LABORATOHY 9. THE CONTRACTOR IS RESPONSIBLE FOR ADEOUATELY BRACING AND PROTECTING ALL WORK DURING CONSTRUCTION STONE APPLICATION. o
EC ELEC7FICALCONDUC70R NeC NATIONAL ELECTRIC CODE ur�w UNLES$ NOTED OTHEFNASE AGAINST DAMAGE, BREAKAGE, COLLAPSE, ETC. ACCORDING TO APPLICABLE CODES, STANDARDS, AND GOOD CONSTRUCTION W E�
EL. ELEVATION NM NEWiONMETERS UMTS UNNERSALMOBILE � F! I
ELEC E�EC7RICAL M NUMBER TELECOMMUNiCAiIONS SVS7EM PRACTICES. 12. ALL EXISTING ACTIVE SEWER, WATER, GAS, ELECTRIC AND OTHER UTIUTIES WHERE ENCOUNTERED IN THE WORK, � I
EMT ELECTRICALMEfALL1GTU&NG NO NUMBER uvS UNRERRUPTIBLEPOWERSVSTEM(DC SHALLBEPROTECTEDATALITIMES,ANDWHEREREQUIREDFORTHEPROPEREXECUTIONOFTHEWORK.SHALLBE +�-
eNa ENGINEEH rvrs Notio sca� POWER PLANT) 10. THE CONTRACTOR SHALL MEET ALL OSHA REQUIREMENTS FOR ALL INSTALLATIONS. RELOCATED AS DIRECTED BY ENGINEERS. EXTREME CAUTION SHOULD BE USED BY THE CONTRACTOR WHEN m �
eo EQUAL oc ON�GENfEH v�F VERIFIED IN FIELD p(CAVATING OR PIER DRILLING AROUND OR NEAR UT1UilES. CONTRACTOR SHALL PROVIDE SAFETY TRNNING FOR THE �� I �
E%P E%PANSION osHa OCCUPATpNALSAFEfYANDHEALTH w wioE 11, THECONTRACTOf;SHALLBERESPONSIBLEFORALLDAMAGESTOTNEEXISTINCaCONSTRUCTIONANDREPNRALLDAMAGESTO WORqNGCREW. � '
ewsr onsnNc ADMINISTMTION W/ WRH BETTER THAN NEW CONSTRUCTION. THE CONTRACTOR SHALL NOTIFY THE CONSULTANT Of ANY DAMAGE TO THE BUILDING �
(E) IXISTING OPNC, OPENING WD WOOD
FJ(T IXTERIOR v/c PHHecnsi coNca� wr WEATHENPROOF SITE OR ANY ADIACENT STRUCTURES AROUND THE PROJECT. THE T�MONILE REPRESENTATIVE SHALL BE SOLE AND FINALIUDGE 13. THE AREAS OF THE CUSTOMER'S PROPERTY DISTURBED BY THE WORK AND NOT COVERED BY THE BUILDING,
wr w�GHr ASTOTHEQUALINOFTHEREPAIREDCONSTRUCTION.ANYADDITIONALMODIFlCATIONSWHICHMUSTBEMADEATTHE DRIVEWAYORCRUSHEDSTONE,SHALLBEGRADEDTOAUNIFORMSLOPE,FERTILIZED,SEEDEDANDCOVEREDWITH
CONTRACTORS El(PENSE. MULCH AS SPECIFIED IN THE SPECIFICATION LANDSCAPE WORK
SYM BO LS 12. WHEHE NEW PAVING, CONCRETE SIDEWALKS OR PATHS MEET EXISTING CONSTRUCTION THE CONTRACTOR SHAIL MATCH THE 14. BEDDING MATERIAL FOR UTILIN LINES, CULVERTS AND PIPING, CLEAN SAND, MEDIUM TP COARSE, SUB ROUNDED II
EXISTINCa PITCH, GRADE AND ELEVATION SO THE ENTIRE STRUCTURE SHALL HAVE A SMOOTH TRANSITION. NATURAL RIVER OR BANK SAND, WASHED FREE OF SILT OR CLAY, LOAM, FRIABLE OR SOLUBLE MATERIALS, AND
CHAIN L1NK FENCE --�---- x ----- x� --- u x- OR�ANIC MATER; GRADED IN ACCORDANCE WRH THE FOLLOWING GRAIN SIZE DISTRIBUTION: �
13. THE CONTRACTOR SHALL MODIFYTHE EXISTING FLOORS, WALL, CEILING OR OTHER CONSTRUCTION AS RE�UIRED TO GAIN
WOOD/WROUGHT IRON FENCE -0----o- -- ---o- -- ----� -� - � �- ACCESS TO AREAS FOR ALL MECHANICAL, PLUM8ING, ELECTRICAL OR STRUCTURAL MODIFlCATIONS WHERE THE EXISTING SIEVE SIZE PERCENT PASSING i
CONSTRUCTION DOORS, PARTITIONS, CEILING, ETC. ARE TO BE REMOVED, MODIFIED OR REARRANGED OR WHERE THE 3/6" 100 �
WALL STRUCTURE .1 .. . '� ' / EXPOSED OR HIDDEN MECHANICAL, ELECTRICAL SYSTEMS ARE ADDED OR MODIFIED. THE GENERAL CONTRACTOR SHALL N0. 4 MESH 60.90 � �
LEASE AREA ------------- REPAIR, PATCH AND MATCH ALL E70STING CONSTRUCTION AND FINISHES OF ALL FLOORS, WALLS ANO CEILJNGS. WHERE N0.8 MESH 6-05 � o
CONSTRUCTION MASONRY CONSTRUCTION IS MODIFIED, THE CONTRACTOR SHALL TOOTH IN ALL NEW CONSTRUCTION TO N0. 16 MESH 425 0�
MATCH THE EXISTING BIND. WHERE CONCRETE CONSTRUCTION IS MOUIFIED THE CONTRACTOR SHALL VERIFY THE EXACT N0. 100 MESH Q2 ��
PROPERTY UNE (PL) -- -- -- DETAILS TO BE USED FOR CONSTRUCTION. ALL WORK SHALL BE COVERED UNDER THE GENERAL CONTRACT. N0. 200 MESH 42 � o
U
SETBACKS -� �� � ��� � � �-- �� " -"- 14. IF CONTRACTOR OR SUBCONTRACTOR FlND IT NECESSARYTO DEVIATE fROM ORIGINAL APPROVED PLANS, THEN R IS THE 15. BMWS FOR TEMPORARY EROSION/SEDIMENTATION CONTROL SHALL BE IMPLEMENTED PER LOCAL, CITY OR COUNTY ` I
CONTRACTOR'S AND THE SUBCONTRACTOR'S RESPONSIBIUTY TO PROVIDE THE CONSULTANT WITH 4 COPIES OF THE GUIDELINES AND PER PLAN IF APPUCABLE. o g
ICEBRIDGE �� �t`,� � � � �'� �' PROPOSEDCHANGESFORHISAPPROVALBEFOREPROCEEDINGWITHTHEWORKINADDITIONTHECONTRACTORAND �
CABLE TRAY SUBCONTRACTOR'S SHALL BE RESPONSIBLE FOR PROCURING ALL NECESSARY APPROVAIS FROM THE BUILDING AUTHORITIES c Ap�
FOR THE PROPOSED CHANGES BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR AND SUBCONTRACTOR'S SHALL BE �,�` p(�D r o`� _�� � o
WATER LINE - W- W- W- W---- w- RESPONSIBLE FOR PROCURING ALL NECESSARY INSPECTIONS AND APPROVALS FROM BUILDING AUTHOPoTIES DURING THE �tl V
EXECUT10N OF THE WORK R� Gp�P1.�AN R E C E! V E D
UNDERGROUNDPOWER E E --- E E �
15. CONTRACTOR TO PROVIDE A PORTABLE FlRE EXTINGUISHER WITH A RATING OF NOT LESS THAN 2-A OR 2-A108C WITHIN 75 FEET �Ty p F T U K W I L A
UNDERGROUND TELCO -- � T�--- T -� T-- -- T--- - TRAVEL DISTANCE TO ALL PORTIONS OF THE PROIECT AflEA DURING CONSTRUCTION. �O j�,������
{i� 9664 REGISTERED
OVERHEAD POWER oHP- oHa oHP--- oHP 16. THE CONTRACTOR SHALL PERPORM WORK DURING OWNER'S PREFERRED HOURS TO AVOID DISTUR&NG NORMAL BUSINESS. - �016 ,, p,I �... -w � nRCHITECT
OVERHEAD TELCO oHT or+T oHr - pHr p�� 2 6 � yr ��` � 1 f-..� +a� � ���-
17. THE �ENERAL CONTRACTOR SHALL COORDINATE AND SCHEDULE ALL WORK ACTIVITIES WITH OTHER qSCIPLINES.
UNDERGROUNUTELCO/POWER - UGT/P - UGT/P -- UG7/P - UGT/P -� KENNEfHMCCRACKEN
18. ERECTION SHALL BE DONE IN A WORKMANUKE MANNER BY COMPETENT, IXPERIENCED WORKMEN IN ACCORDANCE WITH E R M IT C E N T E R STATE OF WASHINGTON
ABOVE GROUND POWER nGP - nGP - nGP - nGP -�� - nGP - APPLICABLE CODES AND THE BEST ACCEPTED PRACTICE. ALL MEMBERS SHALL BE W D PLUMB AND TRUE AS INDICATED ON . ��p�
THEDRAWINGS. �;� O���y�w�1��Op� 06/09/16
ABOVEGROUNDTELCO AGT -- AGT - AGT -- AGT ---- AGT �V �^���
19. SEAL PENETRATIONS THROUGH FIRE RATED AREAS, SHALL BE MADE WITH UL LISTED MATERIALS, APPflOVED BYTHE LOCAL G p�Vl seai
ABOVE GROUND TELCO/POWER AGi/P - AGT/P --- AGT/P - AGT/P IURISDICTION. CONTRACTOR SHALI KEEP AREA CLEAN AND HAZARD PREE, AND DISPOSE OFALL DEBRIS OAILY. ��11 D1�
20. THE CONTRACTOR SHALL CONTACT UTILITY LOCATING SERVICES PRIOR TO THE START OF CONSTRUCTION. THE CONTRACTOR ��
SIIE NAME:
FIBER F F F F-- �- P ISALSORESPONSIBLEFORTHENOTIFlCATIONOFTIERdWOFACILITY/UTIUTYOWNERS. LEWIS Ha CLARK
DCPOWER - �C -- DC -� � DC DC -- DC - 21, THEGENERALCONTRACTORSHALLCOORDINATEANDMAINTAINACCESSFORALLTRADESANDCONTiiACTORSTOTHESITE MONOPOLE
COAX ---COAX--- COAX COAX ANDORBUILDING. SEO3O2/�B
SIfE ADDRESS:
----- ----- rivekiD HYBRID 22. THE GENERAI CONTRACTOR SHALL BE RESPONSBIE FOR SECURfTY OF THE SITE FOR THE DURATION OF CONSTRUCTION UNTIL 15820 PACIFIC H WY S
HYBRID CABLE JOB COMPLETION. TUKWILA, WA 98188
�� � ELEVATION MARK ��EL
RECTANGULAR DETAIL CALL OUT ELEv: X'-X" 23. ALL EXISTING INACTIVE SEWER, WATER, CaAS ELECTRIC AND OTHEH Ui1LfTIES, WHICH INTERFERE VJITH THE E](ECUTION OF THE
x-x �- j WORK SHALL BE REMOVED, CAPPED, PLUGGED OR OTHERWISE DISCONNECTED AT POINT WHICH WILL NOT INTERFERE WITH ProjeCt Number
J THE EXECUTION OF THE WORK, AS DIRECTED BY THE RESPONSIBLE EPIGINEER, AND SUBIECT TO THE APPROVAL OF THE OWNER TMO 16014.0
ELEVATION CALL OUT X X REVISION CALL OUT 8Q AND/OR LOCAL UTILITIES. sneet Name
24. ALLBROCHURES,OPERATIONMANUALS,MAINTENANCEMANUALS,CATALOGS,SHOPDRAWINGSANDOTHERDOCUMENTS ABBREVIATIONS
SHALL BE TURNED OVER TO THE GENERAL CONTRACTOR TO COMPLETION Of CONSTRUCTION AND PRIOR TO PAYMENT,
x SYMBOLS AND NOTES
SECTION CALI OUT 25. NO OUTDOOR STORAGE OR SOLID WASTE CONTAINERS ARE APPROVED.
x-x
26. CONTRACTORS SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMRS AND INSPECTIONS REQUIRED FOR CONSTRUCTION. IF Shee� NumDer
NORTN ARROW ,/V� THE CONTRACTOR CANNOT 08TAIN A PERMIT, THEY MUST NOTIFY THE GENERAL CONTRACTOR IMMEDIATELY.
KEY NOTE � a� T-2
NOTE: �' � /
CONTRACTORS SHALL FIELD �
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SfIE NAME:
LEWIS & CLARK
MONOPOLE
SE030246
SIIE ADDRESS:
15820 PACIFIC HWY S
TUKWILA, WA 98186
Prolatt Number
$heBTM016014.0
EXISTING OVERALL
SITE PLAN
Sheet Number
A-1
45'-0" FENCED COMPOUND
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x __ x . x __-.___ x ___ x ___- % — _ K ____ g - � ._ g _--_ z ,.—_._.. x -___—___ � _ g —_� X x —_._.__ x - X
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(E) T-MOBILE I+FRAME
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INSTALL (1) (P) FSMF & (1) (P) FXFB;
RE: 5,6/A-5
(E) T-MOBILE CONCRETE PAD �
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KENNErH MCCRACKEN
STATE OF WASHINGTON
06/09/>6
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SIfE NAME:
LEWIS & CLARK
MONOPOLE
SE030246
SIiEADDRESS:
15820 PACIFIC HWY S
TUKWILA, WA 98188
Projecl Number
Shaa NMOI 6014.0
PROPOSED
EQUIPMENT LAYOUT
Sheet Number
� A-2
GRADE
ELEV: 0'-0"
1
' T.O. E LIGHTING R00
ELEV: 104.7' AGL
(E) FRLB TO REMAIN (1 � PER SECTOR (3) SECTORS
T.O. E T-MOBILEANTENNAS
ELEV: 100.8' AGL
T.O. E MONOPOLE _ _
ELEV: 96.9' AGL
� RAD CENTER (E) LMOBILE ANTENNAS
� ELEV: 96.8' AGL
(E) MICROWAVE
(OTHER CARRIER)
(E) T-MOBILE CABINETS AND EQUIPMENT
MOUNTED ON (E) CONCHETE PAD WITHIN
CHNN LINK FENCED ENCLOSURE
EXISTING SOUTH ELEVATION
(E) FRIG TO REMAIN (1) PER SECTOR
(3) SECTORS
T.O. E T-MOBILEANTENNAS
ELEV: 100.8' AGL
RAD CENTER (E) T-MOBILE ANTENNAS�
ELEV: 98.3' AGL
( t ) (E) T�tu1061LE TMBXX�6516R2M
ANTENNA 8(1) (E) SBNHH-1 D65C ANTENNA
TO REMAIN (TYP EACH SECTOR)
� (2) (E) FXFB TO BE REMOVED (BEHIND)
(E) T-MOBILE COVP ON (E)
COLLAR MOUNT TO REMAIN
(E) MICROWAVE
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(E) (1) HYBRID CABLE 125'-0", (E) (12) 7/8"
120'-0° COAX FEEDERS ROUTED FROM (E)
BTS TO (E) ANTENNA ARRAY
(E) 96.9' H AGL STEEL MONOPOLE
PRINTSCALE:II"JQT' 3/37'=1'-0"
2
T.O. �E� �LIGHTING ROD
ELE�T104J' AGL �
(E) FRLB TO REMAIN (i ) PER SECTOR (3) SECTORS
T.O. E T-MOBILEANTENNAS
ELEV: 100.8' AGL
T.O._(EJMONOPOLE_ __
ELEV: 96.9' AGL
�RAD CENTER (E) LMOBILE ANTENNAS ___,
ELEV: 96.8' AGL
(P) FHFB MOUNTED ON PIPE MOUNT —
(t ) PER SECTOR, (3) SECTORS
(P) PIPE MOUNT MOUNTED TO (E)
COLLAR MOUNT
(E) MICROWAVE
(OTHER CARRIER)
REFER TO ATTACHED STRUCTURAL ANALYSIS BY
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MANUFACTURERS SPECIFICATIONS. ��`� Mp��PNG�
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ALOIPROPOSEOANTENNASANDEQUIPMENTSHALLB OV ��Q� �� �
PAINTED TO MATCH (E) MONOPOLE o1
.
CONTRACTOR TO REFER TO FINAL CONSTRUCTION
RFDS FOR ALL FlNAL ANTENNA CONFlGURATIONS.
ELEV: 0'-0"
. ��-�u� 5`pN
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(E) T-MOBILE CABINETS AND EQUI PMENT
MOUNTED ON (E) CONCRETE PAD WITHIN
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PROPOSED SOUTH ELEVATION
s
(E) FRIG TO REMAIN (1) PER SECTOR
(3) SECTORS
T.O.IE)T-MOBILEANTENNAS �
ELEV: 100.8' AGL
RAD CENTER �E) T-MOBILE ANTENNAS�
ELEV: 98.3' AGL
(1) (E) T-MOBILE TMBlIX�651 CrR2M
ANTENNA 8(1) (E) SBNHH-1 D65C ANTENNA
TO REMAIN (TYP EACH SECTOR)
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(E) MICROWAVE
(OTHER CARRIER)
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120'-0" COAX FEEDERS ROUTED FROM (E)
BTS TO (E) ANTENNA ARRAY
(E) 96.9' H AGL STEEL MONOPOLE
PRINT SCALE: 11'7(1T'
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19807 N CREEK PARKWAY NOHTH
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KENNETH MCCRACKEN
STATE OF WASHINGTON
06/09/16
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SIiE NAME:
LEWIS & CLARK
MONOPOLE
SE030246
SIiE ADDRE55:
15820 PACIFIC HWY S
TUKWIIA, WA 98188
Prol�� Number
TMO 16014.0
Sh9ef Nome
EXISTING & PROPOSED
SOUTH ELEVATIONS
Sheet Number
A-3
(E) SBNHH-1 D65C ANTENNA, MOUNTED TO
(E) PIPE MOUNT TO REMAIN, 310° AZIMUTH, �
GAMMASECTOR
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(E) 96.9' H MONOPOLE �
1
�2)(E)TMA'STOREMAIN � �^�
(TYP EACH SECTOR) J� B2
(E) SBNHH-1 D65C ANTENNA, MOUNTED J
TO (E) PIPE MOUNT TO REMAIN, 200°
AZIMUTH, GAMMA SECTOR
(E) FRLB �t ) PER SECTOR, (3) J
SECTORS, MOUNTED TO (E) PIPE
MOUNT TO REMAIN
(2) (E) DIPIEXERS MOUNTED TO ANTENNA
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GAMMA SECTOR ATTACHED TO (E)
COLLAR MOUNT /
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2
REFER TO ATTACHED STRUCTURAL ANALYSIS BY
'CROWN CASTLE' FOR EXISTING MONOPOLE CAPACITY
TO RECEIVE PROPOSED EQUIPMENT. INSTALL PER
MANUFACTURERS SPECIFICATIONS.
NOTE:
ALL PROPOSED ANTENNAS AND EQUIPMENT SHALL BE
PAINTED TO MATCH (E) MONOPOLE
CONTRACTOR TO REFER TO FINAL CONSTRUCTION
RFDS FOR ALL fINAL ANTENNA CONfIGURATIONS.
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///��� (E) TMBXX�516R2M ANTENNA,
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(E) FXFB BEING REMOVED, (1) PER SECTOR, (3)
SECTORS; RE:1,2/M5
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(E) SBNHH-1 D65C ANTENNA, MOUNTED
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STATE OF WASHINGTON
06/09/96
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Sed
SITE NAME:
LEWIS & CLARK
MONOPOLE
SE030246
SIIE ADDRESS:
15820 PACIFIC HWY S
TUKWILA, WA 98188
Proied Number
TMO 16014.0
Stiee� Name
EXISTING & PROPOSED
ANTENNA LAYOUTS
Sheet Numbar
A-4
1900MHz RF MODULE NOKIA (FHFBI: NOTE:
DIMENSIONS WxHxD: FHFB TO BE MOUNTED VERTICALLY ONLY.
WITH OUT BRACKETS: 12.6" x 23" X 7.8"
FHFB UNIT WEIGHT: 23.0 KCa (51.0 LBS)
WITHOUT SOLAR SHIELD WEIGHT: 22 KG (48.5 LBS)
0
UNIVERSAL RING
(VALMONT #
FHFB DETAIL
SCALE: N.T.S.
4 � COVP AND RRU COLLAR MOUNTING DETAIL I SCALE: N.TS.
5
NOKIA SIEMENS NETWORKS: FXFB:
HEIGHT: 521N
WIDTH: 17.61N WITH COVER: 19.41N
DEPTH: 16.61N WITHCOVER:22.11N
WEICaHT: 55.1 lBS
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FXFB DETAIL
COMMSCOPE AWS/PCS OIPLEXER:
MODEL:�ECC192aVPU8)
HEIGHT: 192.0 MM (7.61N)
WIDTH: 186.0 MM (7.31N)
DEPTH: 72.0 MM (2.B IN)
WEI�HT: 3.6 KG (8 LBS)
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FSMF:
HEIGHT: 5.2 IN
WIDTH: 11.761N
DEPTH: 16.6 IN
WEIGHT: 41.9 LBS
SCALE: N.TS. , � 6
9
PERSPEC7IVE NEW:
FSMF DETAIL
REVIEINED FOt�
C�DE Gp��VED �E
I�P
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BUILDING DIVISI4N_
NOT USED
SCALE: N.T.S.
$CALE: N.T.S.
R��EIVED
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SCALE: N.T.S.
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BOTHELL, WASHINGTON 98011
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7.
617 81h AVENUE SOUTH
SEA7TLE, WASHWGTON 98104
206.650.6183
PNI
DESIGN
Architectural
Solutions Group
7200 SOUrH ALTON WAY. 6270
CENTENNIA4C0 80112
Contact: Ma�nsw MMa
I�I �3-+ea
mmuho@prtMpinc.c
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ARCHITEC7
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STATE OF WASHINGTON
06/09/>6
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5ed
SfIE NAME
LEWIS & CLARK
MONOPOLE
SE030246
SIiE ADDRFSS:
15820 PACIFIC HWY S
TUKWILA, WA 98188
Projec� Number
TMO 16014.0
Shee� Name
EQUIPMENT
DETAILS
$hee� Number
A-5
TYPE W
TYPE GT
4
TYPE VN
TYPE VS
����
TYPE NC
TYPE VB
TYPE GY TYPE GR
NPICAL CADWELD CONNECTIONS
�
TYPE SS
TYPE PT
0
�
TYPE GL
1. GROUNDING SHALL COMPLY WITH LATEST EDITION OF THE NATIONAI ELECTHICAL CODE.
2. MINIMUM BENDING RADIUS FOR GROUND CONDUCTOR I$ 8°.
3. NO SPUCES PERMITTED IN GROUND CONDUCTORS.
4. ALLCaROUNDINGCONNECTORSTOBECLEANANDFREEOFPAINTATTHEIRMATINGSURFACESANDINSTALLEDPER
MANUFACTURER'S RECOMMENDATIONS. USE PENTROX OR EQUIVALENT ANTIOXIDANT GREASE.
5. ALL GROUND BAfl CONNECTIONS ARE TO BE 2 HOLE LUG COMPiiESSION NPE. STACKED CONNECTIONS ARE NOT
ACCEPTABLE. BACK TO BACK CONNECTIONS ON OPPOSITE SIDES OF THE GROUND BAR WILL BE PERMITTED.
6. ENSUREALLMECHANICALCONNECTORSARETORQUEDTOTHEMANUFACTURE'SSPECIFIEDVALUES.
MULTIPLE BONDS ON GROUND RODS TO BE SEPARATED BY AT LEAST 6'-0°.
MAXIMUM RESISTANCE OF THE COMPLETED GROUND SYSTEM SHALL NOT EXCEED A RESISTANCE OF 5 OHMS TO EARTH.
GROUND WINES SHALL NOT BE INSTALLED THROUGH HOLES IN ANY METAL OBIECTS OR SUPPORTS. TO PRECLUDE
ESTABLISHING A "CHOKE" POINT.
GROUND BARS SHALL NOT BE FIELD MODIFIED.
GROUND RING BURIAL DEPTH SHALL BE 30'.
A CERTIFIED CONTRACTOR WILL MAKE ALL MEASUREMENTS RE�UIRED TO TEST THE GROUNDING SYSTEM USING A MEGGER
OR EQUIVALENT. THE ACCEPTABLE RESISTANCE MEASURED FOR THE GROUNDING SYSTEM WILL NOT EXCEED 5 OHMS
RESISTANCE THREE DISTANCES SHALL BE USED: 1 AT 100 FEET, 1 AT 70 FEET AND 1 AT 35 FEET. THESE DISTANCES ARE
SUBIECT TO A SITE BY SITE BASIS. T�dOBILE•WTS SHALL BE GIVEN 24 HOURS NOTICE ALL COSTS ASSOCIATED WITH
GROUND TESTING WILL BE AT THE EXPENSE OF THE CONTRACTOR.
2 � GENERAL GROUNDING NOTES
3
MASTER GROUND BAR 1/4" X 4' X 24° MGB
�
ACCESSORYGROUNDBARI/4"X4"X12" A�B
OR 1/4° X 4" X 20" COPPEH �
EXPOSED WIRING
UNDERGROUND WIRING - — — — — — — — — -
CADWELD �
MECHANICAL CONNECTION O
5/8" X 8' COPPER CLAD STEEL O
INSPECTION POINT Q
EXOTHERMIC(CADWELD) ----i------
BELOW GROUND
GROUND �
F
SYMBOLLEGEND
RECEIVED
CITY OF TUKWILA
JU� 21 2Q��
PERMIT CENTER
#2GREENINSULATED
COPPER WIRE TO AGB HAAGER GROUNDING BAR
AT TOP OF POLE #GB14412G (OR E�UAL)
COAXCABLEGROUNDINGKITSWITH � HARGERGROUNDING
BAR #G814824(OR
LONG BARREL COMPRESSION LUGS, p AX C LE COVP, AND RRU
EQUAL) WITH HOLE
INSTALLEDBYCONTRACTOR. O � ppTTERN,STANDOFF �f'\�, , GROUNDINGKITS
p INSULATORS AND �� (; m
_ MOUNTING BRACKETS 1� ��4 ���`r� m �
� � ASSHOWN �� �OV�� m
m � � °
C ppP
m
� m 6 ,��16 �����
��7" � � #2 GREEN INSULATED
� � #2 SOLID BARE � COPPER WIRE TO MGB
TO GROUND RING-RE �`{� � AT BOTTOM OF POLE
�
PROVIDE (2) PER MGB }� `' \
--CADWELD �j��7 O /+ O`V`S`Os'�
� : 8V\�.� �� �
5 TYPICAL MASTER GROUND BAR DETAIL 6 TYPICAL ACCESSORY GROUND BAR DETAIL
T • •Mobile •
19807 N CREEK PARKWAY NORTH
BOTHELL, WASHINGTON 98011
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617 8th AVENUE SOU7N
SEAT�LE, WASHINGTON 98104
206.650.U83
PNI
DESIGN
Architectural
Solutions Group
7200 SOUTH ALTON WAY. &270
CENTENWAL CO 80112
Contacl:MaiiriswMMa
1�1 ��
mrwha@qn�pinc.c
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\9664 REGISTERED
l ARCHITECT
� KENNETH MCCRACKEN
STATE OF WASHINGTON
06/09/>6
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Seal
SIiE NAME:
LEWIS & CLARK
MONOPOLE
SE030246
SITE ADDRESS:
15820 PACIFIC HWY S
TUKWILA, WA 98188
ProjeCl Numbm
TMO 16014.0
Sheet Nome
ELECTRICAL
ROUNDING PLAN
$hea� Number
E-1
SITE LOADING CHART
SECTOR COLOR ANTENNA MODEL # VENDOR AZIMUTH (TN) MECHANICAL ELECTRICAL RADIATION HYBRID CABLE COAX CABLE
DOWNTILT DOWNTILT CENTER LENGTH
ALPHA RED TMBXX�6516-R2M COMMSCOPE 60" 0 0 98.3"AGL (1�-125'-0"
SBNHH-1D65C ANDREW 60° 0 0 96.8"AGL - (4)7/8"-120'-0"
BETA GREEN TMBXX�516-R2M COMMSCOPE 200° 0 0 98.3"AGL
SBNHH-1D65C ANDREW 200° 0 0 96.8"AGL - (4)7/8"-120'-0"
GAMMA BLUE TMBXXfi516-R2M COMMSCOPE 310° 0 0 98.3"AGL
SBNHH-1D65C ANDREW 310° 0 0 96.8"AGL - (4)7/8"-120'-0"
CONNECTORS(TYP)
STEP 1
BUTYLTAPE
(ALSO KNOWN AS
MASTIC, TAFFN TAPE)
� �
/ / �-
STEP 3
ELECTRICAL TAPE: 3 LAYERS WITH 2" TAPE AND 3 LAYERS
IN 3/4" TAPE (ALL WITH MINIMUM 50%OVERLAP). ALL
TAPE ENDS SHALL BE CUT (DO NOT STRETCH). COAT
WITH 3M SCOTCHKOTE SPRAY SEALER.
4"
STEP 4
SITE LOADING CHART
� �
� �
ELECTRICALTAPE
(1 LAYER)
STEP 2
1. ALL COAXIAL CABLE CONNECTIONS 70 BE WEATHER PROOFED.
4,�
2. CONTRACTOR TO DIP CABLES AND IUMPERS WHERE NECESSARY
3. TAGGING:
ALL COAXIAL CABLES TO BE MARKED WITH COLOR CODED TAPE TO INDICATE THE ANTENNA SECTOR.
4. COLORED ELECTRICAL TAPE SHALL MARK EACH END OF CABLE AND EACH END CABLE OF JUMPERS AS
CLOSE TO EACH END AS POSSIBLE. (NOT TO INTERFERE WITH WEATHERPROOFING).
5. COAXIAL CABLE SPECIFICATIONS REQUIRE CABLE SUPPORT EVERY 3'A" ON CENTER. CONTRACTOR SHALL
SUPPLY SUPPORTS AS flEQUIRED TO MEET THIS REOUIREMENT.
6. VERTICAL CONNECTIONS SHALL BE 7APED FROM THE BOTTOM UP SO OVERLAP MOVES WATER AWAY
FROM CONNECTION. (SEE STEP 4).
7. PROVIDE HEAT SHRINK IN PLACE OF TAPE FOR QUAD POLES AND TMA'S.
5 � COAXIAL CABLE WEATHERPROOFING DETAILS I $CALE: N.TS.
�'i�i��]x�»�i���i �'.�i
MONOPOLE:
(2) (E) FXFB'S TO BE REMOVED
(6) (P) ECC1924VPUB DIPLEXERS, (2) PER SECTOR, (3) SECTORS
(3) (P) FHFB'S TO BE INSTALLED, (1) PER SECTOR, (3) SECTORS
INSTALL (1) (P) PIPE MOUNT ON (E) COLLAR MOUNT
T-MOBILE EQUIPMENT AREA:
REMOVE (1) (E) FSME FROM FOCA
INSTALL (1) (P) FSMF FOR U19 8(1) (P) FXFB FOR GSM IN (E) 8TS CABINET
3
SCOPE OF WORK
NOTES:
1. ALL COAXIAL CABLE CONNECTIONS TO BE WEATHER PROOFED.
2. CONTRACTOR TO DIP CABLES AND IUMPERS WHERE NECESSARY
3. TAGGING:
ALL COAXIAL CABLES TO BE MARKED WITH COLOR CODED TAPE TO INDICATE THE ANTENNA SECTOR.
4. COLORED ELECTRICAL TAPE SHALL MARK EACH END OF CABLE AND EACH END CABLE OF JUMPERS AS
CLOSE TO EACH END AS POSSIBLE. (NOTTOINTERFERE WITH WEATHERPROOFING).
5. COAXIAL CABLE SPECIFICATIONS REQUIRE CABLE SUPPORT EVERY 3'-0° ON CEN?ER. CONTRACTOR
SHALL SUPPLY SUPPORTS AS REQUIRED TO MEET THIS REQUIREMENT.
6. VERTICAL CONNECTIONS SHALL BE TAPED FROM THE BOTTOM UP SO OVERLAP MOVES WATER AWAY
FROM CONNECTION. (SEE STEP 4).
7. PROVIDE HEAT SHRINK IN PLACE Of TAPE FOR QUAD POLES AND TMA'S.
6
COAXIAL CABIE WEATHERPROOFING NOTES
HYBRID CABLE:
SECTOR k OFCABLES LENGTH
ALPHA 3 15'-0"
BETA 3 15'-0"
GAMMA 3 15'-0"
(12) FlBER
DIELECTRICCENTRAL � � INDOOR/OUTDOOR
MEMBER -� DISTRIBUTION CABLE
CORRUGATEDCOPPER � (6)6AWGTHHN/THWN
ARMOR COPPERCONDUCTOR
o (2) 18 AWG COPPER PAIR
(2) ARAMID RIPCORDS
MDPEOUTERIACKET � CORRUGATED
LAMINATED STEEL TAPE
2 � HYBRID CABLE DETAIL
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617 Bih AVENUE SOUTH
SE4RLE, WASHINGTON 98104
P06.650.4d87
PNI
DESIGN
Architectural
Solutions Group
7200 SOUTH ALTON WAY. 8-270
CENTENNIAL CO 80112
Contact: Mo�nssa M�ho
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KENNETH MCCRACKEN
STATE OF WASHINGTON
06/09/16
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SIfE NAME
LEWIS & CLARK
MONOPOLE
SE030246
SIiEADDN65:
15820 PACIFIC HWY S
TUKWILA, WA 98188
ProjeCl Number
TMO t 6014.0
Sheei Nome
RF
DETAILS
Sheet Number
RF-1
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PERMIT CENTER
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19807 N CREEK PARKWAY NOR7H
BOhIELL, WASHINGTON 98011
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CEMENNIAL CO 80112
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1 � ARCMIiKT
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KBJNEfM CCRACKEN
STATE Of WASHINGTON
06, 09;�16
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SIfE NAME:
LEWIS & CLARK
MONOPOLE
SE03024B
SIiE ADDRBS:
15820 PACIFIC HWY S
TUKWILA. WA 98188
Prax� M,mbar
TMO 16014.0
She6iNome
RF
DETAILS
5hee� Numbs
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.
June 20, 2016
Dept of Community Development
City of Tukwila
6300 Southcenter Blvd., #100
Tukwila, WA 98188
RE: Modification to Existing Telecommunications Site at 15820 Pacific Hwy 5
Hello:
Enclosed please find the following documents as part of T-Mobile's application for a building
permit to modify its existing site located at 15820 Pacific Hwy S in Tukwila, WA:
- Check made payable to City of Tukwila in the amount of $377.20
- Building Permit Application
- 4 sets s/s Construction Drawings
- 2 sets Passing Structural Analysis Report
Please note, this is an Eligible Facilities Request under Section 6409(a), as the proposed
modification is a non-substantial change to an existing tower or base station. Specifically, the
proposed modification is for the replacement of transmission equipment, involves no new ground
excavation, and will not affect tower height or width.
Please let me know if you have any questions or require anything further from me. Thank you
very much for your attention to this matter.
Sincerely,
Md7, LLC
Sean W. Maddox
Md7 � Project Manager, Land Use
617 8th Ave S
Seattle, WA 98104
0 858.964.7425 I f 858.408.3390
August 11, 2016
�����V��
CITY 0� TUKWI�A
Dept of Community Development A��7 � � 2��6
City of Tukwila PERM{T CENTER
6300 Southcenter Blvd., #100
Tukwila, WA 98188
RE: Supplemental Calculations/Revisions for Modification to Existing
Telecommunications Site at 15820 Pacific Hwy S- D16-0173
Hello:
This letter is being submitted in reference to correction letter #1 for application number D16-
0173, and is meant as evidence that this project does not increase the total area of the antennas
and support structure by more than 10%. Per my discussion with Jaimie Reavis, these
calculations do not include the existing area of the tower and non-T-Mobile equipment on the
tower, although industry standards would include these as existing areas when calculating
change. The below equipment can be seen most easily on pages A-3 and A-4 of the submitted
drawings.
T Mobile currently has the following equipment on the tower located at 15280 Pacific Hwy:
-(3) TMBXX-6516-R2M antennas (Surface area 6892.62 sq. inches)
-(3) SBNHH-1D65C antennas (Surface area 11,519.34 sq. inches)
-(3) FRIG radios (Surface area 2894.4 sq. inches)
-(3) FRLB radios (Surface area 2950 sq. inches)
-(2) FXFB radios (Surface area 1880 sq. inches)
-(6) AWS/PCS Amplifiers (Surface area 2081:04 sq. in)
-(6) ECC1920-VPUB diplexers (Surface area 1166.4 in)
- Total area of existing equipment is 29339.8 sq. inches (note, this does not include
existing tower, t-arms, or other carrier equipment, which would substantially raise the
existing area calculations)
T-Mobile proposes to remove the (2) FXFB radios above (1880 sq. inches), and add:
- (3) FHFB radios (3404.88 sq inches) �' � � ������
-(6) ECC1920-VPUB diplexers (1166.4 sq inches) LTR�
- Total added area is 2691 sq. inches (9% increase)
f� �
10% increase of the previous area allows for 2930 sq. in increase. Please note that while these
calculations do not account for the existing area of the tower and other carrier equipment, they
still remain within 10%, per the correction letter. Attached are specific sheets for the equipment
listed above.
Please let me know if you have any questions or require anything further from me. Thank you
very much for your attention to this matter.
Sincerely,
Md7, LLC
Sean W. Maddox
Md7 � Project Manager, Land Use
9725 3rd Ave NE, Ste 410
Seattle, WA 98115
0 858.964.7425 � f 858.408.3390
Md7, LLC � 10590 West Ocean Air Drive, Suite 300, San Diego, CA 92130 'j (858) 799-7850
City of Tukwila
Allan Ekberg, Mayor
Department of Community Development Jack Pace, Director
July 12, 2016
SEAN MADDOX
617 8TH AVE S
SEATTLE, WA 98104
RE: Correction Letter # 1
DEVELOPMENT Permit Application Number D16-0173
T-MOBILE WIRELESS - 15802 PACIFIC HWY S
Dear SEAN MADDOX,
This letter is to inform you of corrections that must be addressed before your development permit can be approved. All
correction requests from each department must be addressed at the same time and reflected on uour drawings. I have
enclosed comments from the following departments:
PLANNING DEPARTMENT: Jaimie Reavis at 206-431-3659 if you have questions regarding these comments.
• This request for modification of an existing base station falls under the category of an �ligible facilities
modification. Please submit evidence to demonstrate that the new equipment being added to the base station will
not increase the total area of the antennas and support structure by more than 10% of the previous area, or submit a
Type 1 permit for review and approval of the modification.
Please address the comments above in an itemized format with applicable revised plans, specifications, and/or other
documentation. The City requires that two 2 sets of revised plan pages, specifications and/or other documentation be
resubmitted with the appropriate revision block.
In order to better expedite your resubmittal, a'Revision Submittal Sheet' must accompany every resubmitcaL I have
enclosed one for your convenience. Corrections/revisions must be made in person and will not be accepted throu�h the mail
or bv a messenger service.
If you have any questions, I can be reached at 206-431-3655.
Sincerely,
Bill Rambo
Permit Technician
File No. Dl6-0173
6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 � Phone 206-431-3670 • Fax 206-431-3665
PER�flIT C�ORD COPY
PLAN REVIEW/ROUTING SLIP
PERMIT NUMBER: D16-0173
PROJECT NAME: T-MOBILE
DATE: 08/12/16 �
SITE ADDRESS: 15802 PACIFIC HWY S
Original Plan Submittal Revision # before Permit Issued
X Response to Correction Letter # 1
DEPARTMENTS:
Building Division �
Revision # after Permit Issued
oYiZ �-� 8 �23' l(�
Fire Prevention � Planning Div�sion �
Public Works � Structural � Permit Coordinator �
PRELIMINARY REVIEW: DATE: �8/16/16
Not Applicable � Structural Review Required �
(rao approva.1/review required)
REVIEWER'S INITIALS: DATE:
APPROVALS OR CORRECTIONS: DUE DATE: �9/13/16
Approved � Approved with Conditions �
Corrections Required �
(corrections eiitered i��. Reviews)
Notation:
REVIEWER'S IlVITIALS:
Denied �
(ie: Zo�zi�zg Issues)
I_17;TI��
Permit Center Use Only
CORRECTION LETTER MAILED:
Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials:
ivixnms
PERMIT COORD COPY
PLAN REVIEW/ROUTING SLIP
PERMIT NUMBER: D16-0173 DATE: 06/21/16
PROJECT NAME: T-MOBILE WIRELESS
SITE ADDRESS: 15802 PACIFIC HWY S
X Original Plan Submittal
Response to Correction Letter #
DEPARTMENTS:
��W � 6, ��. !U
Bu�lding Division
�
�� �,�, � ' `W
Fublic Works �,
�iM NI/}'
Fire Prevention
Structural
Revision # before Permit Issued
Revision # after Permit Issued
��"7-� � J'IL C�V✓ ���'�(°
�j Planning Division �►
❑ Permit Coordinator ❑
PRELIMINARY REVIEW: DaTE: 06/23/16
Not Applicable ❑
(no appf•oval/review required)
REVIEWER'S INITIALS:
APPROVALS OR CORRECTIONS:
Approved
Structural Review Required �
DATE:
DUE DATE: O%IZI/16
❑ Approved with Conditions ❑
Corrections Required �
(corr•ections entered in Reviews)
Notation:
REVIEWER'S INITIALS:
Denied ❑
(ie: Zoning Issues)
DATE:
Permit Center Use Only �_ ��`� r_
CORRECTION LETTER MAILED: f� ���,//
Departments issued corrections: Bldg ❑ Fire ❑ Ping � PW ❑ Staff Initials:
%�
iv�anois
r
♦
City of Tukwila
Department of Community Development
6300 Southcenter Boulevard, Suite #100
Tukwila, Washington 98188
Phone: 206-431-3670
Fax: 206-431-3665
Web site: http://www.ci.tukwila.wa.us
REVISION SUBMITTAL
Revision submittals must be sub�nitted in person at the Per�nit Center. Revisions will not be �rccepted through
the rreail, fax, etc.
Date• � 1 f '� Plan Check/Permit Number: D 16-� 173
❑ Response to Incomplete Letter #
� Response to Correction Letter # �
❑ Revision #� after Permit is Issued
❑ Revision requested by a City Building Inspector or Plans Examiner
Project Name: T-Mobile
ProjectAddress: 15802 Pacific Hwy S
Contact Person: ����-- M�x Phone Number• �S g���� •!`t 2S
- � -
Summary of Revision:
Sheet Number(s):
"Cloud" or highlight all areas of revision including ciate of,r vision
Received at the City of Tukwila Permit Center by:
❑ Entered in TRAKiT on
\applications\forms-applications on IineUevision submittal
Created: 8-13-2004
Revised:
.
o,
RECEIVED
CITY OF TUKWILA
AUG 1 1 2016
ERiwCf CENTER
SAC WIRELESS LLC
Washingtan State Departrrient of
Labt�r & Ir�dustri�s
SAC WIRELESS LLC
Owner or tradesperson
Principals
SANZO, JOSEPH (JOSE)
PASQUALE,MANAGER
KOZIEL, BILL R, MANAGER
Doing business as
SAC WIRELESS LLC
llome Fspaiiol Coi�t:�ct
Safety & Health
Claims & Insurance
540 MADISON STREET
16TH FLOOR
CHICAGO, IL 60661
847-944-1600
WA UBI No. Business type
603 391 663 Limited Liability Company
Governing persons
BILL
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JOE SANZO;
LLC NOKIA SOLUTIONS & NE;
License
Verify the contractor's active registration / license / certification (depending on trade) and any past violations.
Construction, Contractor Active.
_.........._ .................. .. . . . . .
Meets current requirements.
�icense specialties
GENERAL
License no.
SACWIWL852J2
Effective — expiration
07/01 /2015— 07/01 /2017
Bond
Washington International Ins Co
Bond account no.
9170096
Received by l&i
04/21 /2015
Insurance
..........
Indian Harbor Ins Co
Policy no.
US00075282LI16A
Received by L&I
OS/05/2016
insurance history
$12,000.00
Effective date
04/17/2015
Expiration date
Until Canceled
$1,000,000.00
Effective date
05/01 /2016
Expiration date
OS/01 /2017
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