HomeMy WebLinkAboutPermit D07-235 - VERIZON WIRELESS - ANTENNASVERIZON WIRELESS
18700 ORILLIA RD S
EXPIRED 01 -05 -09
D07 -235
Parcel No.: 3523049037
Address: 18700 ORILLIA RD S TUKV/
Suite No:
Tenant:
Name: VERIZON WIRELESS
Address: 18700 ORILLIA RD S , TUKWILA WA
Owner:
Name: KING COUNTY
Address: 500 K C ADMIN BLDG , SEATTLE WA 98104
Phone:
Contact Person:
Name: JENNIFER TAYLOR
Address: 14432 SE EASTGATE WAY SUITE 260 , BELLEVUE WA 98007
Phone: 425 - 274 -4444 EXT 141
Contractor:
Name: BOSS CONSTRUCTION SERVICES LLC
Address: PO BOX 251 , PACIFIC WA 998047
Phone: (253)863 -3881
Contractor License No: BOSSCSL981C2
DESCRIPTION OF WORK:
RELOCATE VERIZONS ANTENNAS FROM THE MIDDLE PLATFORM TO THE TOP PLATFORM ON AN EXISTING MONOPOLE AT
AN EXISTING WIRELESS FACILITY
Value of Construction: $15,000.00
Type of Fire Protection:
Type of Construction:
doc: IBC-10 /06
City,.)f 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
DEVELOPMENT PERMIT
* *continued on next page **
Permit Number: D07 - 235
Issue Date: 07/13/2007
Permit Expires On: 01/09/2008
Expiration Date: 02/22/2008
Fees Collected: $518.28
International Building Code Edition: 2003
Occupancy per IBC: 0026
D07 -235 Printed: 07 -13 -2007
Public Works Activities:
Channelization / Striping: N
Curb Cut / Access / Sidewalk / CSS: N
Permit Center Authorized Signature:
doc: IBC-10/06
City o.../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
Fire Loop Hydrant: N Number: 0 Size (Inches): 0
Flood Control Zone:
Hauling: N Start Time: End Time:
Land Altering: Volumes: Cut 0 c.y. Fill 0 c.y.
Landscape Irrigation:
Moving Oversize Load: Start Time: End Thee:
Sanitary Side Sewer:
Sewer Main Extension: Private: Public:
Storm Drainage:
Street Use: Profit: N Non - Profit: N
Water Main Extension: Private: Public:
Water Meter: N
I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances
governing this work will be complied with, whether specified herein or not.
The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating
construction or e perfo ce of work. 1 am authorized to sign and obtain this development per mit.
Signature: J�/tC/i1' - l ac/J/l Date: 7 1/3 k)7
Permit Number: D07 -235
Issue Date: 07/13/2007
Permit Expires On: 01/09/2008
Date: 1 3- V
/ � 7/
Print Name: C P 0 r
This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended
or abandoned for a period of 180 days from the last inspection.
D07 -235 Printed: 07 -13 -2007
Parcel No.: 3523049037
Address:
Suite No:
Tenant:
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
18700 ORILLIA RD S Timm
VERIZON WIRELESS
1: ** *BUILDING DEPARTMENT CONDITIONS * **
PERMIT CONDITIONS
* *continued on next page **
Permit Number:
Status:
Applied Date:
Issue Date:
D07 -235
ISSUED
06/28/2007
07/13/2007
2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the
Building Official.
3: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to
start of any construction. These documents shall be maintained and made available until final inspection approval is
granted.
4: All construction shall be done in conformance with the approved plans and the requirements of the International
Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code.
5: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building
Department (206 - 431 - 3670).
6: 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.
doc: Cond -10/06 D07 -235 Printed: 07 -13 -2007
Signature:
Print Name:
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
I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and ordinances governing
this work will be complied with, whether specified herein or not.
The granting of this permit does not presume to give authority to violate or cancel the provision of any other work or local laws regulating
construction or the performance of work.
7
i Hill 1- et la kar
Date: '7 /13107
doc: Cond - 10/06 007 -235 Printed: 07 -13 -2007
CITY OF TUKWILA
Community Development Department
Public Works Department
Permit Center
6300 Southcenter Blvd., Suite 100
Tukwila, WA 98188
http://www.ci.tukwila.wa.us
SITE LOCATION
Site Address: 18700 Orillia Road S
Tenant Name: Verizonn Wireless
Property Owners Name: King County
Mailing Address: 500 King County Administration Building
Name: Jennifer Taylor - RealCom Associates
Mailing Address: 14432 SE Fastgate Way Suite 260
E - Mail Address: ltaylor@realcomassoc.com
Company Name: TRK Engineering
Mailing Address: 17688 - 66th Avenue #201
Contact Person: Dennis Amantea
E -Mail Address: mail( trkeng.com
Q: Applications\Fonns- Applications On Line\3 -2006 - Permit Application.doc
Revised: 9 -2006
bh
Building Permit No. bo7- 2'
Mechanical Permit No.
Plumbing /Gas Permit No.
Public Works Permit No.
Project No.
(For office use only)
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 **
King Co Assessor's Tax No.: 352304 - 9037
Bellevue
City
Suite Number:
Seattle
cit
Surrey
city
New Tenant:
Day Telephone: 425 - 274 -4444 ext. 141
WA
State
Floor:
❑ Yes I;1.. No
CONTACT PERSON — who do we contact when your permit is ready to be issued
Fax Number: 425 - 274 -4449
WA 98007
State
GENERAL CONTRACTOR INFORMATION —
(Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5))
Company Name: TBD
Mailing Address:
City
Contact Person: Day Telephone:
E -Mail Address: Fax Number:
Contractor Registration Number: Expiration Date:
State
98104
Z ip
Z ip
Zip
ARCHITECT OF RECORD — All plans must be wet stamped by Architect of Record
Company Name: N/A
Mailing Address:
City
Contact Person: Day Telephone:
E -Mail Address: Fax Number:
State
Day Telephone: 604 - 574 - 6432
Fax Number: 604 -574 -6431
Zip
ENGINEER OF RECORD — All plans must be wet stamped by Engineer of Record
BC, Canada V3S 7X1
State Zip
Page 1 of 6
BUILDING PERMIT INFORTION — 206 -431 -3670
Valuation of Project (contractor's bid price): $ 15,000.00 Existing Building Valuation: $ N/A
Scope of Work (please provide detailed information):
Relocate Verizon's antennas from the middle platform to the top platform on an existing monopole at
an existing wireless facility.
Will there be new rack storage? ❑ Yes
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)
*For an Accessory dwelling, provide the following:
Lot Area (sq ft): Floor area of principal dwelling: Floor area 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 Stalls Provided: Standard: No change Compact:No change Handicap: No change
Will there be a change in use? ❑ Yes ® No If "yes ", explain:
FIRE PROTECTION/HAZARDOUS MATERIALS:
❑ Sprinlders ❑ 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 II " 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.
Q: W pplicaiions\Fonns- Applications On Line \3 -2006 - Permit Application.doc
Revised: 9 -2006
bh
�.. No If yes, a separate permit and plan submittal will be required.
Page 2 of 6
Existing
Interior Remodel
Addition to
Existing
Structure
New
Type of
Construction per
IBC
Type of
Occupancy per
IBC
1' Floor
2 Floor
3' Floor
Floors thru
Basement
Accessory Structure*
Attached Garage
Detached Garage
Attached Carport
Detached Carport
Covered Deck
Uncovered Deck
BUILDING PERMIT INFORTION — 206 -431 -3670
Valuation of Project (contractor's bid price): $ 15,000.00 Existing Building Valuation: $ N/A
Scope of Work (please provide detailed information):
Relocate Verizon's antennas from the middle platform to the top platform on an existing monopole at
an existing wireless facility.
Will there be new rack storage? ❑ Yes
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)
*For an Accessory dwelling, provide the following:
Lot Area (sq ft): Floor area of principal dwelling: Floor area 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 Stalls Provided: Standard: No change Compact:No change Handicap: No change
Will there be a change in use? ❑ Yes ® No If "yes ", explain:
FIRE PROTECTION/HAZARDOUS MATERIALS:
❑ Sprinlders ❑ 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 II " 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.
Q: W pplicaiions\Fonns- Applications On Line \3 -2006 - Permit Application.doc
Revised: 9 -2006
bh
�.. No If yes, a separate permit and plan submittal will be required.
Page 2 of 6
Signature:
PERMIT APPLICATION NOTES — Applicable to all permits in this application
Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject
to possible revision by the Permit Center to comply with current fee schedules.
Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation.
Building and Mechanical Permit
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).
Plumbing Permit
The Building Official may grant one extension of time for an additional period not exceeding 180 days. The extension shall be requested
in writing and justifiable cause demonstrated. Section 103.4.3 Uniform Plumbing Code (current edition).
1 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 A)!ITHORJ / DAG T:
Print Name. Jennifer Tayhr - R ea .gym
Assoc. (Agent)
Mailing Address: 14432 SE Fastpte Way Suite 260
Date Application Accepted:
Q:\Applications\Forms- Applications On Line\3 -2006 - Permit Application.doc
Revised: 9 -2006
bh
Date: (e igaIMO
Day Telephone: 425- 274 -4444 ext. 141
Bellevue WA 9g007
City State Zip
Date Application Expires: a 9� 7
Staff Initials: 64 4
Page 6 of 6
Parcel No.: 3523049037 Permit Number: D07 -235
Address: 18700 ORILLIA RD S TUKW Status: PENDING
Suite No: Applied Date: 06/28/2007
Applicant: QERIZON WIRELESS Issue Date:
Receipt No.: R07 -01249
Initials: WER Payment Date: 06/28/2007 04:03 PM
User ID: 1655 Balance: $0.00
Payee: REALCOM ASSOCIATES
TRANSACTION LIST:
Type Method Description
Payment Check 7200 518.28
ACCOUNT ITEM LIST:
Description
BUILDING - NONRES
PLAN CHECK - NONRES
STATE BUILDING SURCHARGE
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
Account Code Current Pmts
000/322.100
000/345.830
000/386.904
RECEIPT
Amount
311.38
202.40
4.50
Total: $518.28
Payment Amount: $518.28
9335 06/29 9716 TOTAL 518.28
doc: Recelot -06 Printed: 06-28 -2007
•
Computer Structural Analysis
on
60' Monopole
for Site
SEA Brisco, Tukwila, WA
FILE COPY
(TRK Project No. 0630 -020)
(CSL Job #2007) -6 -39)
iorza
TRK Engineering Ltd.
#201 17688 -66 Ave.
Surrey, BC V3S 7X1
Canada
June 21, 2007
by
Chi S. Lee, P.E., S.E.
5801 Lorraine Ave.
Sioux City, IA 51106 to
Fax and Phone (712) 276 -2142
e -mail: chislee- pe @juno.com
EXPIRES: 174, 09
RECEIVED
JUN 2 = 8 2007
PERMIT CENTER
7- 235
CHI S. LEE, P. E., S.
* * * Specializing in Communications Structure Design & Analysis * * *
5801 Lorraine Ave.
Sioux City, IA 51106
FAX & Phone No. (712) 276 -2142
e -mail: chislee- pe @juno.com
June 18, 2007
Dennis Amantea
Project Manager
TRK Engineering Ltd.
#201 17688 -66 Ave.
Surrey, BC V3S 7X1
Canada
Re: 60' Monopole for Site: SEA Brisco, Tukwila, WA for Verizon Wireless
(TRK Project No. 0630 -020)
Dear Mr. Amantea,
I have performed a structural analysis on an existing 60' Monopole (CSL Job #2007J- 6 -39), which is located at the
SEA Brisco, Tukwila, WA site for Verizon Wireless.
The existing 60' monopole was designed by Paul J. Ford and Company of Columbus, OH and fabricated by
Summit Manufacturing, LLC of West Hazleton, PA in 1999. It is a tapered 18 -sided slip jointed type monopole. It
consists of (2) sections with different wall thicknesses, diameters and lengths. All the monopole walls are made
of 65 ksi steel materials. The existing monopole has a top diameter of 16.50" (across the flats) and a base
diameter of 28.13" (across the flats).
The details of the monopole sections, allowable capacities, forces and reactions, twists and sways, antenna
loading and configuration of the monopole are shown on the printout of the computer structural analysis, which
is a part of this report.
The most updated information about the antenna loading and the existing monopole per Paul J. Ford and
Company job #29299 -682 dated 1-3 -99 was furnished by your office. The office of Chi S. Lee, P.E., S.E. of Sioux
City, IA did not visit the monopole site in Washington.
The required basic design wind speed for Site: SEA Brisco, Tukwila, WA is 90 mph fastest -mile wind speed per the
TIA/EIA- 222 -F -1996 Standard and 110 mph 3- second gust wind speed per the current International Building Code
(IBC) and the Washington Building Code with 1/2" radial ice (with wind load reduction and 1/3 increase in
allowable stresses taken).
The existing antenna loading is as follows:
(1) existing antenna platform at 57'-6"
(2) 844G90VTA -SX and (2) LPA- 185090/4CF and (4) 7131.2.33.00 panel antennas mounted to an existing antenna
platform with (8) 7/8" lines inside the monopole at 47'-6" (coax to be removed)
(4) RR65 -19 -XXDP and (2) RR65 -18 -XXDP panel antennas mounted to an existing antenna platform with (12) 7/8"
lines inside the monopole at 38' -0" (coax to be removed)
The proposed antenna loading is as follows:
(2) 844G90VTA -SX and (2) LPA- 185090/4CF and (4) 7131.2.33.00 panel antennas moved up to an existing antenna
platform with (8) new 7 /8" lines inside the monopole at 57'-6"
June 18, 2007
60' Monopole at Site #SEA Brisco, Tukwila, WA
CSL Job #2007J -6 -39
Page 2 of 2
(4) RR65 -19 -XXDP and (2) RR65 -18 -XXDP panel antennas moved up to an existing antenna platform with (12) new
7/8" lines inside the monopole at 47'-6"
(1) existing antenna platform at 38' -0" (to remain empty)
Assuming the existing monopole is in good condition, the structural analysis shows that it is structurally adequate
for supporting the proposed antenna loading at 90 mph fastest -mile wind speed per the TIAIEIA- 222 -F -1996
Standard and 110 mph 3- second gust wind speed per the current IBC and the Washington Building Code with 112"
radial ice (with wind load reduction and 1/3 increase in allowable stresses taken) without any modifications.
In this case, the most stressed point of the top monopole section occurs at El. 32' in which 25.6% of the allowable
capacity of the existing section has been used.
Also, the most stressed point of the bottom monopole section occurs at El. 0' in which 45.1% of the allowable
capacity of the existing section has been used.
According to my structural analysis dated 6 -15 -07, the maximum calculated base reactions of the existing 60'
monopole are as follows:
Total shear = 6.5 kips
Axial download = 7.5 kips
Overturning Moment = 277.0 ft -kips
In accordance with Paul J. Ford and Company Job #29299 -682 dated 1 -3 -99, the maximum design base reactions
are as follows:
Total shear = 12.0 kips
Axial download = 8.0 kips
Overturning Moment = 575.0 ft-kips
Since my updated base reactions are less than those base reactions designed by Paul J. Ford and Company in
1999, the existing anchor bolts, base plate and caisson foundation are structurally safe.
Meanwhile, wind Toad, not seismic load, governs both the monopole and foundation designs.
This structural analysis is only good for the wind speed, antenna loading and configuration of the monopole as
described above. If there are any changes made by any party without my notice or reanalysis of the monopole,
then Chi S. Lee, P.E., S.E. is not responsible for the structural integrity of the monopole or any damage caused by
the monopole failure.
If you have any questions, please feel free to contact me.
Sincerely,
Chi S. Lee, P.E., S.E.
Washington P.E. Reg. No. 29475
I EXPIRES: 7— to - D
CHI S. LEE, P S
* * * Specializing in Communications Structure Design & Analysis * * *
5801 Lorraine Ave.
Sioux City, IA 51106
FAX & Phone No. (712) 276 -2142
e -mail: chislee- pe @juno.com
DESCRIPTION OF MONOPOLE COMPUTER PROGRAM
A monopole computer program using the stiffness matrix (finite element) method has been developed by
Chi S. Lee, P.E. to perform the structural analysis and design of either slip - jointed (tapered) polygonal
monopoles or stepped poles (straight pipes with flange plates and splice bolts).
The general principle of analysis of a monopole is based on the papers published in the ASCE Journal of
the Structural Division such as No.'s 3021, 3375 and 4671. The stiffness matrix method is based on the
articles published in the ASCE's Fall Convention and Exhibit held in San Francisco, CA in October of
1977 and ASCE's 8th Conference of Electronic Computation in Houston, TX in February of 1983.
However, the boundary conditions of a global matrix of a monopole is slightly different than that of a
guyed tower.
The other reference books for stiffness matrix or finite element method are Richard H. Gallagher, Finite
Element Analysis Fundamentals, Prentice -Hall, Inc., Englewood Cliffs, N.J., 1975; William Weaver, Jr.
& Paul R. Johnston, Finite Elements for Structural Analysis Prentice -Hall, Inc., 1984 and M. B. Kanchi,
Matrix Methods of Structural Analysis, John Wiley & Sons, New York, N.Y., 1981.
The basic criteria of designing a monopole such as wind speed, effective areas of monopole sections,
allowable stresses, allowable rigidity and foundations are based on the updated ANSI/EIA/TIA
Standards.
Basically, a monopole is treated as a cantilever beam. Wind, ice and weight are the major design loads
considered in the static analysis. Effects due to torques, axial loads, slopes, deflections and secondary
moments (P - A effect) are included in the monopole program.
After all the necessary input data is entered, the program will compute the wind loads at different
elevations together with the effective area and the allowable capacity of each monopole section. Then it
will generate a stiffness matrix of each individual monopole section. Then the matrices are assembled to
form a global matrix. A system of linear simultaneous equations is set based upon the equilibrium
conditions of the global matrix, deformations and load vector. By solving the equations and then by back
substitution of the deformations into individual elements (monopole sections), the final axial forces, end
shears and end moments are obtained. Then the shear, axial down force, moment and the combined
stress ratios at the bottom of each monopole section are calculated.
For clarity and simplicity, the monopole program only prints out the maximum reactions and loads of
monopole sections due to the different directions of wind acting at a monopole. The base reactions of a
monopole are for the purposes of foundation design.
BASIC language is employed for programming and the program can be executed by a personal
computer.
MONOPOLE ANALYSIS & DESIGN BY CHI S. LEE, P.E., S.E. Page 1
5801 LORRAINE AVE., SIOUX CITY, IA 51106. FAX /PHONE NO. (712) 276 -2142
E -MAIL: chislee- pe@juno.com
60' MONOPOLE, TUKWILA, WA ( #2007J -6 -39) 6 -15 -07
90 MPH WIND + 0.5 in. RADIAL ICE (WITH REDCTION) PER EIA- 222 -F -1996
FEEDLINES ARE INSIDE THE POLE
DATA FILE LEEMP -F \076- 39.DAT
* * * ** MONOPOLE * * * **
MONOPOLE HEIGHT (ft.)
WIND SPEED (mph)
RADIAL ICE (in.)
60 55 57.5 1.172
55 50 52.5 1.142
50 45 47.5 1.110
45 40 42.5 1.075
40 36 38.0 1.041
36 32 34.0 1.009
32 25 28.5 1.000
25 20 22.5 1.000
20 15 17.5 1.000
15 10 12.5 1.000
10 5 7.5 1.000
5 0 2.5 1.000
= 60
= 90
= 0
TAPER OF POLE (in. /ft.) = .2
CROSS SECTION (SHAPE) OF POLE = 18 -SIDED
DIAMETER OF THE TOP OF POLE (in.) = 16.5
GUST RESPONSE FACTOR FOR THE POLE, Gh = 1.69
No. OF WIND PRESSURE LEVEL(S) = 12
FROM TO z Kz Qz Qz *Gh
ft ft ft psf psf
24.30 41
23.68 40
23.01 39
22.29 38
21.59 36
20.91 35
20.74 35
20.74 35
20.74 35
20.74 35
20.74 35
20.74 35
'EXPIRES: q b D9 I
MONOPOLE ANALYSIS & DESIGN BY CHI S. LEE, P.E., S.E. Page 2
5801 LORRAINE AVE., SIOUX CITY, IA 51106. FAX /PHONE NO. (712) 276 -2142
E -MAIL: chislee- pe@juno.com
60' MONOPOLE, TUKWILA, WA ( #2007J -6 -39) 6 -15 -07
90 MPH WIND + 0.5 in. RADIAL ICE (WITH REDCTION) PER EIA- 222 -F -1996
FEEDLINES ARE INSIDE THE POLE
DATA FILE LEEMP -F \076- 39.DAT
* * * ** ANTENNA LOADING DATA * * * **
ELEV. PROJECTED WIND DEAD DESCRIPTION
AREA LOAD LOAD OF
ft. sq. ft. kips kips LOADING
58 47.00 1.94 0.95 (8) PANLES + PLATFORM
48 36.00 1.40 0.85 (6) PANELS + PLATFORM
38 14.00 0.51 0.65 EMPTY PLATFORM
MONOPOLE ANALYSIS & DESIGN BY CHI S. LEE, P.E., S.E. Page 3
5801 LORRAINE AVE., SIOUX CITY, IA 51106. FAX /PHONE NO. (712) 276 -2142
E -MAIL: chislee- pe@juno.com
60' MONOPOLE, TUKWILA, WA ( #2007J -6 -39) 6 -15 -07
90 MPH WIND + 0.5 in. RADIAL ICE (WITH REDCTION) PER EIA- 222 -F -1996
FEEDLINES ARE INSIDE THE POLE
DATA FILE LEEMP -F \076- 39.DAT
* * * ** UNIFORM LOADING * * * **
FROM TO PROJECTED DEAD DESCRIPTION
AREA LOAD OF
(ft) (ft) (sq. ft /ft) (k /ft) LOADING
58 0 0.00 0.008 NEW (8) 7/8 LINES
48 0 0.00 0.012 NEW (12) 7/8 LINES
MONOPOLE ANALYSIS & DESIGN BY CHI S. LEE, P.E., S.E. Page 4
5801 LORRAINE AVE., SIOUX CITY, IA 51106. FAX /PHONE NO. (712) 276 -2142
E -MAIL: chislee- pe @juno.com
60' MONOPOLE, TUKWILA, WA ( #2007J -6 -39) 6 -15 -07
90 MPH WIND + 0.5 in. RADIAL ICE (WITH REDCTION) PER EIA- 222 -F -1996
FEEDLINES ARE INSIDE THE POLE
DATA FILE LEEMP -F \076- 39.DAT
* * * ** MONOPOLE DATA * * * **
DIAMETER OF THE TOP = 16.5 in. AND NOMINAL DIAMETER OF THE BOTTOM = 28.50 in.
ELEVATION AVG. WALL w/t STEEL CROSS SECTION MOMENT OF YIELD
FROM TO O.D. THK. OR WT. AREA MODULUS INERTIA STRESS
ft ft in. in. OD /t lb /ft in ^ 2 in *3 in *4 ksi
60 55 17.0 0.188 15.7 32.6 9.6 38.9 316.3 65.00
55 50 18.0 0.188 16.7 34.6 10.2 43.8 378.1 65.00
50 45 19.0 0.188 17.6 36.6 10.7 49.0 447.5 65.00
45 40 20.0 0.188 18.5 38.6 11.3 54.5 524.9 65.00
40 36 20.9 0.188 19.4 40.6 11.9 60.3 610.7 65.00
36 32 21.7 0.250 15.1 56.0 16.5 86.4 906.2 65.00
32 25 22.8 0.250 15.8 58.2 17.1 93.1 1013.5 65.00
25 20 24.0 0.250 16.7 61.9 18.2 105.4 1221.1 65.00
20 15 25.0 0.250 17.4 64.6 19.0 114.6 1385.5 65.00
15 10 26.0 0.250 18.1 67.2 19.8 124.3 1564.1 65.00
10 5 27.0 0.250 18.8 69.9 20.5 134.3 1757.4 65.00
5 0 28.0 0.250 19.4 72.5 21.3 144.8 1965.9 65.00
MONOPOLE ANALYSIS & DESIGN BY CHI S. LEE, P.E., S.E. Page 5
5801 LORRAINE AVE., SIOUX CITY, IA 51106. FAX /PHONE NO. (712) 276 -2142
E -MAIL: chislee- pe@juno.com
60' MONOPOLE, TUKWILA, WA ( #2007J -6 -39) 6 -15 -07
90 MPH WIND + 0.5 in. RADIAL ICE (WITH REDCTION) PER EIA- 222 -F -1996
FEEDLINES ARE INSIDE THE POLE
DATA FILE LEEMP -F \076- 39.DAT
* * * ** MONOPOLE AND LOADING DATA * * * **
NOTES:- (1) LINEAR ATTACHMENT IS ADDED TO THE MONOPOLE
(2) DEAD LOAD INCLUDES ICE, IF ANY
ELEVATION AVG. FORCE UNIFORM UNIFORM ANTENNA TORQUE
TOP BOTTOM O.D. COEFFICIENT WIND LOAD DEAD LOAD DEAD LOAD
ft. ft. in. Cf k /ft k /ft kips ft -k
60 55 17.00 0.650 0.038 0.041 0.95 0.00
55 50 18.00 0.650 0.039 0.043 0.00 0.00
50 45 19.00 0.650 0.040 0.057 0.85 0.00
45 40 20.00 0.650 0.041 0.059 0.00 0.00
40 36 20.90 0.650 0.041 0.061 0.65 0.00
36 32 21.70 0.650 0.042 0.076 0.00 0.00
32 25 22.80 0.650 0.043 0.078 0.00 0.00
25 20 24.00 0.650 0.046 0.082 0.00 0.00
20 15 25.00 0.650 0.047 0.085 0.00 0.00
15 10 26.00 0.650 0.049 0.087 0.00 0.00
10 5 27.00 0.650 0.051 0.090 0.00 0.00
5 0 28.00 0.650 0.053 0.093 0.00 0.00
MONOPOLE ANALYSIS & DESIGN BY CHI S. LEE, P.E., S.E. Page 6
5801 LORRAINE AVE., SIOUX CITY, IA 51106. FAX /PHONE NO. (712) 276 -2142
E -MAIL: chislee- pe @juno.com
60' MONOPOLE, TUKWILA, WA ( #2007J -6 -39) 6 -15 -07
90 MPH WIND + 0.5 in. RADIAL ICE (WITH REDCTION) PER EIA- 222 -F -1996
FEEDLINES ARE INSIDE THE POLE
DATA FILE LEEMP -F \076- 39.DAT
* * * ** RESULTS OF ANALYSIS * * * **
ELEVATION BENDING MOMENT OF LATERAL SLPOE ACCUM'D
FROM TO MOMENT INERTIA DEFLECTION OR SWAY TWIST
ft ft ft -K in *4 ft. deg. deg
60 55 6.28 316.3 1.012 1.578 0.000
55 50 17.39 378.1 0.875 1.563 0.000
50 45 33.69 447.5 0.740 1.519 0.000
45 40 53.82 524.9 0.610 1.438 0.000
40 36 71.68 610.7 0.490 1.319 0.000
36 32 91.23 906.2 0.402 1.202 0.000
32 25 127.08 1013.5 0.321 1.100 0.000
25 20 154.01 1221.1 0.199 0.885 0.000
20 15 182.10 1385.5 0.129 0.722 0.000
15 10 211.41 1564.1 0.073 0.549 0.000
10 5 241.97 1757.4 0.033 0.370 0.000
5 0 273.84 1965.9 0.008 0.187 0.000
MONOPOLE ANALYSIS & DESIGN BY CHI S. LEE, P.E., S.E. Page 7
5801 LORRAINE AVE., SIOUX CITY, IA 51106. FAX /PHONE NO. (712) 276 -2142
E -MAIL: chislee- pe@juno.com
60' MONOPOLE, TUKWILA, WA (##2007J -6 -39) 6 -15 -07
90 MPH WIND + 0.5 in. RADIAL ICE (WITH REDCTION) PER EIA- 222 -F -1996
FEEDLINES ARE INSIDE THE POLE
DATA FILE LEEMP -F \076- 39.DAT
* * * ** RESULTS OF ANALYSIS * * * **
SPAN WIND MAIN BENDING SECONDARY COMBINED AXIAL
ELEV SHEAR MOMENT MOMENT MOMENT LOAD
ft. kips ft -k ft -k ft -k kips
55 2.12 6.28 0.16 6.44 1.15
50 2.32 17.39 0.34 17.73 1.37
45 3.92 33.69 0.67 34.36 2.50
40 4.13 53.82 1.00 54.82 2.79
36 4.80 71.68 1.33 73.01 3.68
32 4.97 91.23 1.65 92.88 3.99
25 5.27 127.08 2.20 129.28 4.53
20 5.50 154.01 2.55 156.56 4.94
15 5.74 182.10 2.85 184.95 5.37
10 5.98 211.41 3.08 214.49 5.80
5 6.24 241.97 3.23 245.21 6.25
0 6.51 273.84 3.29 277.13 6.72
MONOPOLE ANALYSIS & DESIGN BY CHI S. LEE, P.E., S.E. Page 8
5801 LORRAINE AVE., SIOUX CITY, IA 51106. FAX /PHONE NO. (712) 276 -2142
E -MAIL: chislee- pe @juno.com
60' MONOPOLE, TUKWILA, WA ( #2007J -6 -39) 6 -15 -07
90 MPH WIND + 0.5 in. RADIAL ICE (WITH REDCTION) PER EIA- 222 -F -1996
FEEDLINES ARE INSIDE THE POLE
DATA FILE LEEMP -F \076- 39.DAT
* * * ** RESULTS OF ANALYSIS * * * **
SPAN SECTION BENDING CROSS AXIAL COMBINED ALLOW. COMBINED
ELEV MODULUS STRESS -AREA STRESS STRESS STRESS STRESS
ft. in *3 ksi in *2 ksi ksi ksi RATIO
55 38.9 1.98 9.57 0.12 2.11 39.00 0.05
50 43.8 4.85 10.16 0.13 4.99 39.00 0.13
45 49.0 8.41 10.75 0.23 8.64 39.00 0.22
40 54.5 12.06 11.33 0.25 12.31 39.00 0.32
36 60.3 14.52 11.92 0.31 14.83 39.00 0.38
32 86.4 12.90 16.47 0.24 13.14 39.00 0.34
25 93.1 16.67 17.10 0.27 16.93 39.00 0.43
20 105.4 17.83 18.19 0.27 18.10 39.00 0.46
15 114.6 19.36 18.97 0.28 19.64 39.00 0.50
10 124.3 20.71 19.76 0.29 21.00 39.00 0.54
5 134.3 21.90 20.54 0.30 22.21 39.00 0.57
0 144.8 22.97 21.32 0.31 23.29 39.00 0.60
MONOPOLE ANALYSIS & DESIGN BY CHI S. LEE, P.E., S.E. Page 9
5801 LORRAINE AVE., SIOUX CITY, IA 51106. FAX /PHONE NO. (712) 276 -2142
E -MAIL: chislee- pe @juno.com
60' MONOPOLE, TUKWILA, WA (##2007J -6 -39) 6 -15 -07
90 MPH WIND + 0.5 in. RADIAL ICE (WITH REDCTION) PER EIA- 222 -F -1996
FEEDLINES ARE INSIDE THE POLE
DATA FILE LEEMP -F \076- 39.DAT
* * * ** BASE REACTIONS * * * **
TOTAL TOTAL OVERTURNING ESTIMATED
SHEAR DOWN LOAD MOMENT STEEL WEIGHT
kips kips ft -kips kips
6.51 7.52 277.13 3.99
MONOPOLE ANALYSIS & DESIGN BY CHI S. LEE, P.E., S.E. Page 10
5801 LORRAINE AVE., SIOUX CITY, IA 51106. FAX /PHONE NO. (712) 276 -2142
E -MAIL: chislee- pe@juno.com
60' MONOPOLE, TUKWILA, WA ( #2007J -6 -39) 6 -15 -07
90 MPH WIND + 0.5 in. RADIAL ICE (WITH REDCTION) PER EIA- 222 -F -1996
FEEDLINES ARE INSIDE THE POLE
DATA FILE LEEMP -F \076- 39.DAT
* ** DETAILED DIMENSIONS OF THE MONOPOLE * **
ELEV. SPAN SPLICE SPLICE WALL TOP BOTTOM SPAN ACCUMULATED
LENGTH LENGTH + SPAN THK. O.D. O.D. WT. POLE WT.
ft. ft. ft. ft. in. in. in. kips kips
60.0 28.0 0.0 28.0 0.188 16.5 22.1 1.07
32.0 32.0 3.0 35.0 0.250 21.1 28.1 2.28
SUM OF NET SPAN LENGTHS = 60
WT. OF TOP PLATE WITH 18.5 in. DIAMETER X 1 in. = 0.076 KIPS
WT. OF BASE PLATE WITH 40.5 in. DIAMETER X 2.25 in. = 0.567 KIPS
TOTAL WT. OF POLE WALLS AND PLATES = 3.99 KIPS
POLE HT. = 60 TAPER = .2 in. /ft.
1.07
3.35
12 -03 -2008
JENNIFER TAYLOR
14432 SE EASTGATE WAY SUITE 260
BELLEVUE WA 98007
RE: Permit No. D07 -235
18700 ORILLIA RD S TUKW
Dear Permit Holder:
In reviewing our current records the above noted permit has not received a final inspection by the City of Tukwila Building Division.
Per the International Building Code and/or the International Mechanical Code, every permit issued by the Building Division under the
provisions of this code shall expire by limitation and become null and void if the building or work authorized by such permit is not
commenced within 180 days from the date of such permit, or if the building or work authorized by such permit is suspended or
abandoned at any time after the work is commenced for a period of 180 days.
Based on the above, you are hereby advised to:
Call the City of Tukwila Inspection Request Line at 206 - 431 -2451 to schedule for the next or final inspection.
This inspection is intended to determine if substantial work has been accomplished since issuance of the permit or last inspection; or if
the project should be considered abandoned.
If such determination is made, the Building Code does allow the Building Official to approve one or more extensions of time for
additional periods not exceeding 90 days each. Extension requests must be in writing and provide satisfactory reasons why
circumstances beyond the applicants control have prevented action from being taken.
In the event you do not call for the above inspection and receive an extension prior to 01/05/2009 , 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,
xc:
er Marshall,
t Technician
Permit File No. D07 -235
City of Tukwila
Jim Haggerton, Mayor
Department of Community Development Jack Pace, Director
6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665
July 22, 2008
Olivia Bazylewicz
RealCom Associates LLC
14432 E Eastgate Way, Ste 260
Bellevue WA 98007
RE: Request for Extension #2
Development Permit No. D07 -235
Verizon Wireless —18700 Orillia Rd S
Dear Ms. Bazylewicz,
This letter is in response to your written request for an extension to Permit No. D07 -235. The
Acting Building Official has reviewed your letter and considered your request to extend the
above referenced permit. The City of Tukwila Building Division will be extending the expiration
date of your permit an additional 180 days, through January 5, 2009.
If you should have any questions, please contact our office at (206) 431 -3670.
Sincerely,
File: Permit No. D07 -235
City of Tukwila Jim Haggerton, Mayor
Department of Community Development Jack Pace, Director
jem
,arkc)ridtk
hall
cian
P:\Permit Center\Extension Letters \Pernuts\2007\D07 -235 Permit Extension#2.doc
Page 1 of 1
6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206- 431 -3670 • Fax: 206 - 431 -3665
From:
July 1, 2008
City of Tukwila - Department of Community Development
6300 South center Boulevard, Suite #100
Tukwila, WA 98188
RE: Development Permit No. D07.235, site located at 18700 Orillia Road S, TUKW
Dear Building Official,
Please accept this letter as Verizon Wireless's request to extend Permit Number D07-235.
Antenna Equipment is still on order. Once all equipment is received construction will
begin.
If you have questions or concerns, please contact Olivia Bazylewicz at the RcalCom
office at 425 - 274 -4444 ext.118 or by email at obaz @realcomassoc.com.
Thank you,
•
Olivia Bazylewicz
RealCom Associates LLC
14432 SE Eastgate Way, Ste. 260
Bellevue, WA 98007
R E bika /rcialf
1/.6
e90f/e6
!` . L C O M
07/11/2008 14 ;00 #328 P.002/003
R ECELVED
JUL 112008
PERMIT CENTER
6/6f n-toolk
66 17 oil
REALCOM Associates, LLC • 14432 SE Eastgate Way, Suite 260, Bellevue, WA 98007 • p 425- 274-4444 f 425.274.4449
Re CE 1 V ED
3 2008
revELO
July 1, 2008
City of Tukwila
Department of Community Development
6300 Southcenter Boulevard, Suite #100
Tukwila, Washington 98188
RE: Development Permit D07 - 403, site located at 18800 Orillia Rd S Tukwilla
Dear Building Official,
REY LCOM
Please accept this letter as Verizon Wireless's request to extend Permit Number
D07 - 403. The antenna equipment has not yet arrived. Once equipment is available
construction will begin.
Verizon Wireless requests a six month extension of the Building Permit.
If you have questions or concerns, please contact Olivia Bazylewicz at the RealCom
office at 425- 274 -4444 ext.118 or by email at obaz @realcomassoc.com.
Than p
Olivia Bazylewicz
RealCom Associates LLC
14432 SE Eastgate Way, Ste. 260
Bellevue, WA 98007
REALCOM Associates, LLC • 14432 SE Eastgate Way, Suite 260, Bellevue, WA 98007 • p 425 - 274 -4444 f 425 - 274 -4449
October 31, 2007
Olivia Bazylewicz
RealCom Associates LLC
14432 E Eastgate Way, Ste 260
Bellevue WA 98007
RE: Request for Extension
Development Permit No. D07 -235
Verizon Wireless —18700 Orillia Rd S
Dear Ms. Bazylewicz,
This letter is in response to your written request for an extension to Permit No. D07 -235. The Acting
Building Official has reviewed your letter and considered your request to extend the above referenced
permit. The City of Tukwila Building Division will be extending the expiration date of your permit an
additional 180 days, through July 09, 2008.
If you should have any questions, please contact our office at (206) 431 -3670.
File: Permit No. D07 -235
Department of Community Development Steve Lancaster, Director
jem
City of Tukwila
P:\Pennit CenterExtension Letters \Pennits\2007\D07 -235 Permit Extension -doe
Page 1 of 1
Steven M Mullet, Mayor
6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 -431 -3670 • Fax: 206 - 431 -3665
October 25, 2007
RE
Bob Benedicto
City of Tukwila - Department of Community Development
6300 South center Boulevard, Suite #100
Tukwila, WA 98188
RE: Development Permit No. D07 -235, site located at 18700 Orillia Road S, Tukwila
WA, Parcel No. 3523049037.
Dear Building Official,
Please accept this letter as Verizon Wireless's request to extend Permit Number D07 -235.
In July 2007 the City of Tukwila issued a Building Permit to relocate antennas. The
agreement to proceed with Modifications to this site is still in process. No work can begin
until agreement is fully executed by both parties.
Verizon Wireless requests a six month extension of the Building Permit so work can
begin and allow the project to move forward.
If you have questions or concerns, please contact Olivia Bazylewicz at the RealCom
office at 425- 274 -4444 ext.118 or by email at obaz @realcomassoc.com.
Thank you,
Olivia Bazylewicz
RealCom Associates LLC
14432 SE Eastgate Way, Ste. 260
Bellevue, WA 98007
Vre 54 /00 day5
it 3i-07
RECEIVED
10CT1 9 2001
COMMUNITY
DEVELOPMENT
REALCOM Associates, LLC • 14432 SE Eastgate Way, Suite 260, Bellevue, WA 98007 • p 425 - 274 -4444 f 425 - 274 -4449
06 -05 -2008
JENNIFER TAYLOR
14432 SE EASTGATE WAY SUITE 260
BELLEVUE WA 98007
RE: Permit No. D07 -235
18700 ORILLIA RD S TUKW
Dear Permit Holder:
City of Tukwila
Jim Haggerton, Mayor
Department of Community Development Jack Pace, Director
In reviewing our current records the above noted permit has not received a fmal inspection by the City of Tukwila Building Division.
Per the International Building Code and/or the International Mechanical Code, every permit issued by the Building Division under the
provisions of this code shall expire by limitation and become null and void if the building or work authorized by such permit is not
commenced within 180 days from the date of such permit, or if the building or work authorized by such permit is suspended or
abandoned at any time after the work is commenced for a period of 180 days.
Based on the above, you are hereby advised to:
Call the City of Tukwila Inspection Request Line at 206 -431 -2451 to schedule for the next or fmal inspection.
This inspection is intended to determine if substantial work has been accomplished since issuance of the permit or last inspection; or if
the project should be considered abandoned.
If such determination is made, the Building Code does allow the Building Official to approve one or more extensions of time for
additional periods not exceeding 90 days each. Extension requests must be in writing and provide satisfactory reasons why
circumstances beyond the applicants control have prevented action from being taken.
In the event you do not call for the above inspection and receive an extension prior to 07/09/2008 , 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,
1.4 ISO
er Marshall,
Permit Technician
xc: Permit File No. D07 -235
6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665
DEPARTMENTS�
•' n
Bu c n i g Division
Complete
TUESJTHURS ROUTING:
Please Route
Documents/routing slip.doc
2 -28-02
;‘;;',4 l OORD COPY
PLAN REVIEW /ROUTING SLIP
ACTIVITY NUMBER: D07 -235 DATE: 06 -29 -07
PROJECT NAME: VERIZON WIRELESS
SITE ADDRESS: 18700 ORILLIA RD S
X Original Plan Submittal
Response to Correction Letter
Response to Incomplete Letter #
Revision # After Permit Issued
APPROVALS OR CORRECTIONS:
Fire Prevention
DETERMINATION OF COMPLETENESS: (Tues., Thurs.)
Structural ❑ Permit Coordinator
Incomplete
Structural Review Required
/ ')40
Planning Division
DUE DATE: 07 -3-07
Not Applicable
Comments:
Permit Center Use Only
INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED:
Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials:
❑ No further Review Required
REVIEWER'S INITIALS: DATE:
Notation:
REVIEWER'S INITIALS: DATE:
El
DUE DATE: 07 -31 -07
Approved ❑ Approved with Conditions Not Approved (attach comments) ❑
Permit Center Use Only
CORRECTION LETTER MAILED:
Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials:
License Information
License
BOSSCSL981C2
Licensee Name
BOSS CONSTRUCTION SERVICES LLC
Licensee Type
CONSTRUCTION CONTRACTOR
UBI
602178221
Ind. Ins. Account Id
#1
Business Type
LIMITED LIABILITY COMPANY
Address 1
PO BOX 251
Address 2
City
PACIFIC
County
KING
State
WA
Zip
98047
Phone
2538633881
Status
ACTIVE
Specialty 1
GENERAL
Specialty 2
UNUSED
Effective Date
2/22/2002
Expiration Date
2/22/2008
Suspend Date
Separation Date
Parent Company
Previous License
BOSSCS•006JK
Next License
Associated License
Bond Information
Bond
Bond
Company
Name
Bond
Account
Number
Effective
Date
Expiration
Date
Cancel
Date
Impaired
Date
Bond
Amount
Received
Date
#1
DEVELOPERS
SURETY &
INDEM CO
857070C
02/20/2002
Until
Cancelled
$12,000.00
02/22/2002
Business Owner Information
Name
Role
Effective
Date
Expiration
Date
BRENDEN,
MICHAEL T
PARTNER/MEMBER
02/22/2002
Look Up a Contractor, Electrician or Plumber License Detail Page 1 of 2
Washington State Department of Labor and Industries
General/Specialty Contractor
A business registered as a construction contractor with L &I to perform
construction work within the scope of its specialty. A General or Specialty
construction Contractor must maintain a surety bond or assignment of
account and carry general liability insurance.
https: // fortress .wa.gov /lni/bbip /printer.aspx ?License= BOSSCSL981 C2 07/13/2007
DRAWING INDEX
D N G L.
DESCRIPTION
N R O
T -I
COVER SWEET
I
A -I
SPECIFICATIONS
I
A -2
SITE PLAN
1
A -3
COMPOUND LAYOUT
1
A -4
EXISTING EAST ELEVATION
A -5
PROPOSED EAST ELEVATION
A -6
PROPOSED WEST ELEVATION
I
A -1
PROPOSED NORTH AND SOUTH
ELEVATIONS
E -1
GROUNDING DETAILS RENEWED F N
C ODE COM
A ppROV
AIL . 0 200
•
t
Cfil Of Tukw •
B 01 DM I•N
Pan
rev FILE
iew No. • .
"_view a rova. S subject W e a a , 4 � : k
tf' a violation
el ePPTNet
1 me doe not - • •
cf construction documents
• accepted d code or ea F _•:.iF
Fir d Copy Rid moons is adm _' .::.
F' -
Date: _1( 1 10
City of lbkwila
BUILDING DIVISION
SEPARATE
PERIM?
REQUIRED FOR:
efmedonical
le
Vinumbing
IllfGaa Piping
City of Tukwila
ru rime. r vre rr".. a1... R
z`d1=PROVAL LIST
1,4 TITLE
SIGNATURE
DATE
RF ENGI4EER
PROJECT MANAGER
SITE ACQUISITION
ZONING CONTACT
PROPERTY OWNER
very
PROJECT SUMMARY
SITE NAME:
SITE ADDRESS:
ASSESSOR'S PARCEL •:
CURRENT ZONNG:
GOVERNING CODE:
JURISDICTION:
CONSTRUCTION TYPE:
OCCUPANCY:
PROPERTY OWNER:
SITE ACQUISITION:
ZONING CONTACT:
PROJECT MANAGER:
CONSTRUCTION MANAGER:
APPLICANT:
CONSULTANT:
SURVEYOR:
POWER:
TELCO:
PREVIOUS PERMIT APPROVALS:
011 wireless
SEA BRISCO
ANTENNA MODIFICATION
SEA BRISCO
18100 ORILLIA RD 5
TUKWILA, WA
352304 -9031
TUKWILA VALLEY SOUTH (TVS)
IBC 2003
CITY OF TUKWILA
N/A
N/A
KING COUNTY
500 KING COUNTY ADMINISTRATION
BUILDING
SEATTLE, WA 58104
JULEI HINTY
PHONE: (425) 214 -4444 (EXT. 128)
SARAH TELSCHOW
14432 SE EASTGATE WAY, SUITE 260
BELLEVUE,WA 58001
PHONE: (425) 214 -4444 (EXT. 114)
EMAIL: 6te15chow Brea (coma ssec.com
JULEI HINTY
PHONE: (425) 214 -4444 (EXT. 128)
CHRISTOPHER STEPHENS
PHONE: (425) 603 -2725
vERIZON WIRELESS
TRIG ENGINEERING LTD
•201 - 11685 - 66T1-1 AVE
SURREY, BC V35 1X1, CANADA
CONTACT: DENNIS AMANTEA
TEL: (604) 514 -6432
FAX: (604 514 -6431
TOLL FREE: 1-811-345-4045
EMAIL: MAILeTRKENG.COM
N/A
T.D.
TBD.
MI99 -0221
MI99 -0203
PROJECT DESCRIPTION
- ROTATE EXISTING TOP ANTENNA PLATFORM
.RELOCATE (8) EXISTING ANTENNAS FROM MIDDLE PLATFORM TO
�j Eb ISTING TOP ANTENNA PLATFORM
- t�f2Et1OVE EXISTING 1/8" ANTENNA CABLES AT THE 41' -6" PLATFORM AND
1' 'REPLACE WITH 1/8" ANTENNA CABLES UP TO THE 51' -6" PLATFORM
E). - tiRFS 11/06/
7
JUN 2 7 no
5
�1 5 192ND 5T
5 192ND LN
5 188TH ST
KEY PLAN
N.T.S.
5 154TH ST
VERIZON
WIRELESS SITE
NAVD 88:
GROUND ELEV.. T.BD.
TRANSFER
STATION
ACC °55
ROOD
NAD 83
LAT. 41' 26' 0.1 N
LONG. 122' 16' I05 W
DIRECTIONS FROM BELLEVUE
TAKE 1 -405 (SOUTH). ROAD NAME CHANGES TO SR -518. TAKE RAMP (RIGHT)
ONTO 1 -5 (TOWARDS 1 -5 / PORTLAND). AT EXIT 152, TURN RIGHT ONTO RAMP
(SOUTH 188T1-1 STREET / ORILLIA ROAD). KEEP LEFT TO STAY ON RAMP
TOWARDS ORILLIA ROAD. TURN LEFT (SOUTH -EAST) ONTO SOUTH 188TH
STREET. TURN LEFT (NORTH) ONTO ORILLIA ROAD SOUTH. ARRIVE AT 18100
ORILLIA ROAD SOUTH (TRANSFER STATION) SITE 15 PAST TRANSFER
STATION TOOL 500T1-1 ON LEFT SIDE.
No
Cf t,rrFiC N _ H to Me ����
NOM Revisions wM and m:y Include ad uona plan .�review fees.ttal
ve. w a w wireless
RE*'LCOM
K
ENGINEERING
401 - 11656 - 66T14 AVE
SURREY, DC V35 1X1, CANADA
TEL, (604) 514 -6431
FAX (604) 514 -6431
TOLL FREE, I -611 -345 -4045
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WED: alawArkanscom
PROJECT No.
0630 - me
'DRAW DT,
cut
I CJEOCE - D DT,
5M
CID FILE.
0630 -03011
SUBMITTALS
5
•
Jw 2601
nrot
FED 1b01
JAN 25101
GENERAL REV16OG N
MEWED FOR Dp.CO ET.
6510 . REVI5IOIS
MEMO FOR REVIEW
THE INFORMATION CONTAINED M 5H15
5E1 OF 00 10305 15 PROPRIETARY
DY NATURE ANY IDE OR DISCLOSURE
OTHER THAN THAT WHICH RELATES TO
THE CLIENT NAMED 15 STRICTLY
PROWIDITED.
ASE SEAL
RECEIVED
JUN 2.8 2007
PERMIT CENTER
5115
SEA BRISCO
15700 ORILLIA RD 5
TUKWILA, WA
SHEET TITLE
COVER SHEET
SHEET NUMBER
T -1
GENERAL NOTES:
t THE PROPOSED INSTALLATION WILL BE tN'7AN.ED AND DOES NOT
REQUIRE POTABLE WATER OR SELLER SERVICE.
2. TAE PROPOSED INSTALLATION IS LN'7A•lED AND IS NOT FOR FLTTAN
HABITATION (NO HANDICAP ACCESS 15 REOUIREDA
3. OCCUPANCY IS LSITED TO PERIODIC MAINTENANCE AND NSPECTON
APPROXIMATELY 2 TIMES PER MONTH, B7 VERIZON WIRELESS TECHNICIANS.
4. NO NOISE, SMOKE, DUST OR ODOR LULL RESULT FROM 71.415 PROPOSAL.
5. OUTDOOR STORAGE AND SOLID WASTE CONTAINERS ARE NOT PROPOSED.
6. ALL REFERENCES TO SPECIFIC STANDARDS FOR 11415 PROPOSAL A1 ZF
UNDERSTOOD TO DE THE LATEST VERSION.
1. THE TENDERER 19157 UNDERGO A SITE vISIT TO CAREFULLY EXAMINE AND
UDER5T41.0 1445 SCORE OF THE WORK REQUI DEF055 510
SUBMISSION. NO COMPENSATION N ANY FORM WILL BE PAID FOR
EXPENSES 1 FROM FAILURE TO DO 50.
8. F 744E SPECIFIED EQUIPMENT CAN NOT BE INSTALLED AS SHOWN ON 74455E
DRAWINGS, THE CONTRACTOR 5444LL PROPOSE AN ALTERN4TIvE
NSTALL4TION FOR APPROVAL BY THE CONSTRUCTION MANAGER
9 CONTRACTOR 15 R FOR FIELD MEASUREMENTS TO CONFIRM
LENGTHS OF CABLE TRAYS, ELECTRICAL LINES, AND ANTENNA CABLES.
10. ROVING OF ALL CONDUITS, CABLES. CABLE TRAY, ETC. 15 INDICATED AS
PROPOSED LOCATIONS ONLY. CONFIRM THE EXACT ROUTING WITH THE
ON -SITE CONSTRUCTION MANAGER PRIOR TO THE START OF WORK
It ALL DAMAGE OR OPENING UP OF 1445 EXISTING STRUCTURE MUST DE MADE
GOOD TO THE PRE - CONSTRUCTION CONDITION OR BETTER
0. NSPECTION CF COMPLETED WORK IS REQUIRED DEFORE COVERING UP.
PROVIDE MNMI111 24 HOURS NOTICE TO CONSULTANT.
D. REMOVE AND CLEAN UP ANY DEDRIS OR MATERIAL FROM THE SITE
THROUGI4CUT THE DURATION OF TE CONTRACT ON A DAILY BASIS AND
UPON COMPLETION OF THE WORK AS DIRECTED BY 7445 CONSTRUCTION
MANAGER
14. OBTAN AND PAY FOR ALL ELECTRICAL P551115 MID INSPECTIONS
REQUIRED FOR COMPLETION OF WORK MUD ACCEPTANCE PROVIDE
CERTIFICATES TO 714E CONSTRUCTION MANAGER VERIFYING THAT 714E WOW
CO FOR19 70 THE REQUIREMENTS OF ALL CODES AD AUTHORITIES
HAVING AM501071 N.
5. PROVIDE VERIZON WIRELESS 141114 A WRITTEN WARRANTY, EFFECTIVE FOR
CNE YEAR AFTER DATE OF ACCEPTANCE, FOR 745 COMPLETE
INSTALLAT ION. REPAIR OR REPLACE ANY DEFECTS ARISING DURING 71415
PERIOD AT NO EXTRA COST TO VERIZON WIRELESS.
16. NO DEVIATIONS FROM DESIGN 5140114 ON 14455E DRAWINGS IS ALLOWED,
WITHOUT WRITTEN APPROVAL FROM 744E CONSULTANT. FAILU E TO
OBSERVE 74.415 RULE MAY RESULT IN CONTRACTOR CORRECTING 114E
INSTALLATION AT THEIR EXPENSE
II. ALL ITC'k NOT LISTED AS ID41815440 OR ''RONDED DY WHEW ARE TO
DE SUPPLIED AND INSTATED 57 THE CONTRACTOR
IS, STRUCTURAL ANALYSIS TO VERIFY TN4T EXISTING STRUCTURE 14A6
CAPACITY TO SIINTORT PROPOSED ANTENNA LOADINS MUS7 DE DOE 1157
A PROFESSIONAL MINCER PRIOR TO CANSTR1CTKa1 PRIOR TO
CONSTRICTICEL CONTRACTOR TO OBTAN COPY Cr T416 ANALYSIS AND
6015151 154AT LOADERS N ANALYSIS MATC4E6 PROPOSED LOADING N
DRAWINGS, REPORT ANY DISCREPANCIES TO ENGINEER.
DESIGN CRITERIA:
L 714E STRUCTURAL DESIGN CF T1415 INSTALLATION 15 M
ACCORDANCE WITH IBC 7003.
2. P55I91 LOADS1
05540NN DATA FOR noaum.A. WA.
• GROUND 5NCIU LOAD 25 p.f
• D4SIC WIND SPEED (3 5E0 GUST). 85 mph
• WIND EXPOSUT C
• SEISMIC DESIGN CATEGORY 02
• MAPPED SPECTRAL ACCELERATIONS
FOR SHORT PERIODS 55 • 13110 g
• MAPPED SPECTRAL ACCELERATIONS
FOR A I SECOND PERIOD 51 • 0.4515 5
4 SLABS ON GRADE
TOPING SLABS
CONCRETE PIERS
CONCRETE NOTES:
L ALL CONCRETE CONSTRUCTION SHALL BE IN ACCORDANCE WITH 401 -318.
2. CONCRETE 54441.1. BE MIXED, PROPORTIONED, CONVEYED AND PLACED IN
ACCORDANCE WITH IBC 7003 SECTION 1905 AND ACI 301. 5TRENG7145 AT 28
DAYS AND MIX CRITERIA SHALL BE 45 FOLLOWS.
3. TYPE CP CONSTRUCTION 25 DAY STRENGTHS W/0 MINIMUM CEMENT
(re) RATIO CONTENT
PER CUBIC YARD
3000 PSI $ .45 5 IR BACK
5. ALL STRUCTURAL CONC51E 4000 PSI
C. FOUNDATIONS 3000 P51
$ .45 6 IR SACKS
$ .45 5 in 54055
CEMENT SHALL BE 45141 050. PORTLAND CEMENT TYPE II LINO.
4. THE GENERAL CONTRACTOR SHALL SUPERVISE AND DE 2 FOR
7445 METHODS AND PR00501) E 5 OF CONC PLACEMENT.
5. ALL CONC WITH SURFACES EXPOSED TO STANDING WATER SHALL BE
AIR- ENTR4NED WITH AN AIR - ENTRAINING AGENT CONFORMING TO 45T11
C760, 0494, 0618, C985 AND CI011. TOTAL AIR CONTENT SHALL BE N
ACCORDANCE WITH TABLES 19043) OF THE IBC 2003.
6. IZINFORCNG STEEL SHALL CONFORM TO A5TM 466 (NCLUDNG
SUPPLEMENT 5U, GRADE 60 f •60000 P51. EXCEPTIONS. ANY BARS
SPECIFICALLY SO NOTED ON THE DRAWRG5 SHALL BE GRADE 40.
54•40000 PSI. GRADE 60 REINFORCING BARS INDICATED ON DRAWINGS TO
DE WELDED SHALL CONFORM TO 45TH 4106. WITFORCING COMPL7NG
WITH 45151 4615(54) MAY BE WELDED ONLY IF MATERIAL PROPERTY
REPORTS INDICATING CONFORMANCE WITH WELDING PROCEDURES 5PECFIED
IN A1119. 014 ARE SUBMITTED.
1. I/ INFORGNG STEEL SHALL BE DETAILED (INCLUDING 440055 AND BENDS) IN
ACCORDANCE W1744 ACI 35 AND 318. LAP ALL CONTINUOUS REINFORCEMENT
AT LEAST 30 DAR DIAMETERS OR A MINIMUM OF 7' -0'. PROVIDE CORNER
EARS AT ALL WALL AND FOOTING INTERSECTIONS. LAP CORER DAR5 AT
LEAST 30 DAR DIAMETERS OR A MNMU1 OF 7' -0•. LAP ADJACENT MATS OF
WELDED WIRE FABRIC A MIN11111 OF 6 SIDES AND ENDS.
S. WELDED WIRE FABRIC SHALL CONFORM TO A5TM A -I55.
9. SPIRAL REINFORCEMENT SHALL BE PLAN LURE CONFORMING TO 45711 A65,
GRADE 60, f•60000 P6L
10. NO BARS PARTIALLY EMBEDDED IN HARDENED CONCRETE SHALL BE FIELD
BENT UNLESS SPECIFICALLY 50 DETAILED OR APPROVED BY 744E
CONSULTANT.
11 CONCRETE PROTECTION (COVER) FOR REINFORCING STEEL SHALL BE AS
FOLLOWS.
• FOOTNG5 AND OTHER WFOR55ED 3'
SU/WAGES, 545114 FACE
•FORMED SURFACES EXPOSED ('6 BARS OR 14FYGER/ 7
TO EARTH OR WEATHER (5 DAR5 OR SMALLER) 1 I/1•
•SLABS AND WALLS (INTERIOR FACE) 314'
447. D8R5 SHALT- DE SUPPORTED ON CHOIRS OR DODIE DRICKS.
B. ANCHOR BOLTS TO CONFORM TO A501 A301.
14. NON -SHRINK GROUT SHALL DE FURNISHED BY AN APPROVED MANUFACTURER
AND SHALL 55 MIXED AND PLACED IN STRICT ACCORDANCE WITH THE
MMiFACTURER 5 R)DL154ED RECOMMENDATIONS. GLUT STRENGTH SHALL
BE AT LEAST 50UAL TO 714E MATERIAL CN WHICH IT 15 PLACED (3000 PSI
MINIM1 A
R EVIEWED pLINANCE
CODE C
APPROVED
JUL 1 0 2001
CP Q Tukwila
B LD NG DIVISION
STRUCTURAL STEEL NOTES:
l SHOP DRAWINGS FOR 5112UCTURAL STEEL SHALL BE SUBMITTED TO THE
CONSULTANT FOR REVIEW PRIOR TO FABRICATION.
2. STRUCTURAL STEEL DESIGN, FADRIC4TION, PANTING AND ERECTION
(INCLUDING FIELD WELDING, 14404 STRENGTH FIELD 501.155 ExP4N51ON
DOLTS. AND TIRE4DED EXPANSION ANCNOR9) &NALL BE 545ED ON 114E
A191.. 'SPECIFICATION FOR 745 DESIGN, FABRICATION, AND ERECTION OF
STRUCTURAL STEEL FOR DUILDINGS• LATEST EDITION. SUPERVISION SHALL
DE IN ACCORDANCE WITH 6144PTER 11 OF THE IBC 7003 57 4 QUALIFIED
TESTING AGENCY DESIGNATED 57 THE CONSULTANT. THE CONSULTANT
SHALL DE ()514451-ED 10144 A COPY OF ALL INSPECTION REPORTS AND TEST
RESULTS.
3. STRUCTURAL STEEL 54441.1. CONFORM TO 7445 FOLLOWING F
TYPE CP MEMBER
A
B.
C.
D.
E.
F.
PLATES, 5444PES, ANGLE5, AND RODS
SPECIAL 5444PE5 AND PLATES
PIPE COLUMNS
STRUCTURAL 1U5ING
ANCHOR BOLTS
CONNECTION COLTS
4. ALL MATERI41. TO DE 1401 DIPPED GALVANIZED AFTER FABRICATION PER
403/40311-00.
5. ALL WELDING SHALL BE IN CONFORMANCE WAT44 4.195. AND 4W5 STANDARDS
ANC SHALL DE PERFORMED BY WAB.O. CERTIFIED WELDERS U5NG 510 XX
ELECTRODES. ONLY P54 WELDS (A5 DEFINED BY 4W5) SHALL BE
USED. WELDING OF GRADE 60 REINFORCING BARS (IF 55QUIRED) SHALL BE
PERFORMED USING LOW HYDROGEN ELECTRODES. WELDING CF GRADE 40
R BARS (IF 5CUIFZ_0) SHALL BE PERFORMED USING 510 XX
ELECTRODES. WELDING WITHIN 4. OF COLD BENDS N RERFORCNG STEEL 15
NOT PERMITTED. SEE REINFORCING NOTE FOR MATERIAL REQUIREMENTS OF
WELDED BARS.
45141 A36, Fy 36 K91
A5TM A512. F4 50 K51
45741 453, 1 35 3(51
45141 4500, 59 46 K51
ASTM 4301
4511 A325 TLU6T -OFF -TYPE
6. COLD - FORMED STEEL FRAMING MEMBERS SHALL BE OF THE SHAPE, SIZE,
AND GAGE SHOWN ON THE PLA145. PROVIDE 111N51U1 SECTION PROPERTIES
INDICATED. ALL COLD - FORTED STEEL FRAMING SHALL CONFORM TO T145
4199. '5PECFI0411ON FOR TFE DESIGN CF COLD - FORMED STEEL
STRUCTURAL MEMBERS.•
1. BOLTED CONNECTIONS SHALL USE BE4RRG TYPE 45141 A325 BOLTS (3/4'
DI4) AND SHALL HAVE A 115M.11 OF TWO BOLTS UNLESS NOTED OTHERN55
ALL ASSEMBLY ARE TO DE TIGHTENED 54 ACCORDANCE WITH
'5PECFICATION FOR 515 4/URAL JONT5 U5NG A5141 A325 OR 4490'. ,3444E
30, 7004. FOR BEARING -TYPE CONAECTION5, AS A MNII-ILM THE BOLTS
SHALL DE TIGHTENED TO A 'SNUG 74014T' CONDITION AS DEFINED N tHE
ABOVE REFERENCED CODE
8. NON - STRUCTURAL CONNECTIONS FOR STEEL GRATING MAY USE 5/8' DIA.
45141 4301 BOLTS UNLESS NOTED 014455255.
S ALL ILELDS TO BE V4• FILLET UNLESS NOTED OTHERWISE
10. TOUCH U° ALL FIELD DRILLING AND 1151.0 G WITH 2 COATS OF GALVACON
(ZNC 51614 PANT) OR APPROVED EOU4L
SPECIAL INSPECTIONS:
SPECIAL NSPECTI04S N ACCORDANCE WITH SECTION 44104 CF 1145 IOC 7003,
501L5.GEOTEC4NICAL.
❑ SHORING INSTALLATION AND MONITORING
❑ OBSERVE AND MONITOR EXCAVATION
❑ VERIFY SOIL DEARING P5F SEARING
❑ 511DS1RFACE DRAINAGE PLACE- 4n.
❑ VERIFY FILL MATERIAL AND COMPACTION
❑ VERIFY CONDITIONS AS ANTICIPATED
❑ PILE PLACEMENT (AUGER CAST/DRIVEN PILE)
❑ OTHER
REINFORCED CONCRETE.
❑ REINFORCING STEEL AND CONCRETE PLACEMENT
❑ PRESTRESSED/PRECAST CONCRETE FABRICATION AND ERECTION
❑ 341C4PLANT AN'PECTION
❑ SHOTCRETE
❑ GROUTING
❑ OTHER
STRUCTURAL STEEL
❑ FABRICATION AND SHOP WIELDS
❑ ERECTION AND FIELD WELDS AND BOLTING
❑ OTHER
STRUCTURAL 41.431IN M:
❑ FABRICATION AND SHOP WELDS
❑ ERECTION. FIELD WELDS AND BOLTING
❑ OTHER
51510/URAL 44450NAR7,
❑ cONTINUOUS
❑ PERIODIC
0
OTHER
ANCHORING TO CONCRETE:
❑ BOLTS INSTALLED IN CONCRETE
❑ POST- INSTALLATION ADHESIVE ANCHORS
❑ POST•NSTALLATION MECHANICAL ANCHORS
t
1"!
37904
IEX»v,ES 11 /0614
JUN 27 2101
we 01
REA'LCOM
K
E /� NGINEERING
701 - 11688 - 66114 AVE
SURREY, BC V35 1X1 CANADA
TEL. (604)514 -6432
FAX, (604) 514 -6431
TOLL FREE. 1 -811- 345 -4045
EMAIL, n4ll•trkenscon
WEB weG.trkengcvn
PROJECT Na
0630 - 020
I DR•YN er.
I 0E0CED DT.
FM.
0.40 FILL:
0630.020•
SUBMITTALS
0
•
JUI »411
AA Il /01
RED 1101
JAI 33/01
65?00 L RCV10I0N5
MEWED FOR SP./CONEY.
GENeRAL REVISKN5
155100 FOR REVIEW
THE INFORMATION CONTAINED N 74415
SET CF 000.45 NT5 15 PROPRIETARY
BY NATURE ANY USE OR DISCLOSURE
OTHER 114AN THAT WHICH RELATES TO
THE CLIENT NAMED 15 STRICTLY
PRO4151TED.
•JE 5541.
RECEIVED
JUN 2 8 2007
PERMIT CENTER,
617E
5EA BRISCO
WOO ORILLIA RD 5
TUKWILA, WA
51EET TITLE
SPECIFICATIONS
514557 NUMBER
A -1
i
�4 Il
ft7
2
• ./
• . 1: • •
ASPHALT ROAD
/ I • • . • • • • • • \ •\ - • • TELEPHONE POLE
• • • \
. • • • • • • • • • • • • • \ • \ • • • • • • • - 1
\ •\ •
• • • • • • • \ -\ • • -
"tea
•
a
• • .1
•.•1• •••
It. 4 • • • •
\• \• • • liBAtJDONNED
. . - 5•,, \ . . . • • /
•
• • • • . �. . \•\ • . I
I. • • • . • • EXISTING GRASS. _/ • • \ •-•-4 + • •
\v • I
• 1• . • . • . • . • � • . AREA • .. ± . ` • : ♦ . . \. \b� I
/ . . . . • REFER TO'A -3 FOR
•COMP01111? LAYOUT • \
1 . . • • . • • • . \ \
• • • • • • • • \ \
a� • • • • • \ \
a �a . • EXI$TN3 DIRT \\ \\
° ' mo o , ACCE85 ROAD
EXISTING
POWER POLE
a—
a—
EXISTING
CHANLINK FENCE
10 '. 0 "
EASEMENT
APPROXIMATE
SCALE LOCATIONS
EXISTING TRANSFER
STATION TOLL •BOOTN •
EXISTING •
POWER POLE
FOUND 4 "x4• RIGHT
--\ OF WAY MONUMENT
//
CD SITE PLAN
0 10 20 50
T
7
\ •
.I • /
• I• /•
• /
I
GUY POLE CONNECTING
TO EXISTING POWER
POLE TO THE WEST
T
352304.5018
TAX
52304 -9018 AX LOT NO.
EXISTING TREE LINE
/
/ /
10' -0 / /
EASEMENT / /
/ /
/ /
I -N - 7 /
J 1 -, /
I I /
4- I--'
J-
I TJ�
/
/ /
/ /
/ /
/ /
/ /
0
0
In
2
51
w
EXISTING 2
BUILDING
TAX LOT NO.
352304 -9031
FOUND 4 "x4" RIGHT
OF WAY MONUMENT
1 1
/ 1
I 1
i I
/ I
34
3
TRUE NORTH ARROIU 5110LLN ON THIS
DRAWING 19 APPROXIMATE ONLY AND
MUST BE VERIFIED EY CONTRACTOR
i
i
I
I
I
1
/ I
,5 81'56'02" E 1
1 9600'
i
TAX LOT NO.
TAX LOT NO.
352304 -9031
l/ ,//;2
1/ //Y
/i // �i ' /�- / i S* s -e.
IJ -/ 1/ �'T
_ _ � x}1.51'00" g
123831'
I
1•,.._. TAX LOT NO.
352304 -9015
352304-9016
• FOUND MONUMENT AT
INTERSECTION OF
5 188T1-1 5T AND THE /
OFF /ON RAMPS OF 1-5/
FOUND MONUMENT AT THE
SOUTHWEST SECTION CORNER OF
SEC. 35, TWP. 23 N, RING. 4 E. WM.
NOTES:
2 BOUNDARY PLAN
0 50 160 240
L SITE PLAN INFORMATION WAS OBTAINED FROM AN EXISTING DRAWING
PROVIDED BY OTHERS AND FIELD MEASUREMENTS TAKEN BY TRIG
ENGINEERING LTD. ON OCTOBER 26. 2006. 71415 DRAWN' DOES NOT
REPRESENT A SURVEY. ALL DIMENSIONS TO PROPERTY LIES ARE
APPROXIMATE ONLY.
LEGAL DESCRIPTION:
BEGINNING AT THE WEST V4 CORNER OF 5ECTICN 35, TOINSHIP 23
NORTH, RANGE 4 EAST, W2t•
THENCE SOUTH 51'56' EAST 960 FEET;
THENCE SOUTH 337459• WE57 12151 FEET;
THENCE SOUTH 35'42'02 EAST 114463 FEET;
THENCE SOUTH 4 WEST 490 FEET;
THENCE NORTH 51'51' WEST 123531 FEET;
THENCE NORTH 5'44'13• EAST 151511 FEET 70 BEGINNING; EXCEPT ROADS;
EXCEPT STATE HIGHWAY
SITUATE N THE COUNTY CF KING. STATE CF W4WINGTON
PER TITLE R NO. N3II915 ISSUED BY FIDELITY NATIONAL TITLE
COMPANY OF WASHINGTON
2
X
\9 I
1 73\
�
TAX LOT NO.
1\ 352304 -9051
1 \
TAX LOT NO.
352304 -9065
//
/4
// '
1/
// // //
/1 ,/
1/
11 TAX LOT NO.
352304 -031
TAX LOT NO.
352304 -9045
TAX LOT NO.
352304 -9034
I _
TAX LOT NO.
JUN 2 7 2007
ExP:RE.S 11/06/07
veA7 v,ireIess
REA'LCOM
1 11..
ENGINEERING
•201 - n605 . 66714 AVE
SURREY, BC V39 1X4 CANADA
TEL. (604) 514 -6432
FAX, (604) 514 -6431
TOLL FREE, I -511. 345 -4045
EMAIL, nen•vken9
U.EB, .. utt* 15 4.l
'PROJECT NJO,
0630 -020
'DRAM DT,
GN
I QEOCED DT,
FM.
I CAO PILE,
a)0-0)042
SUBMITTALS
•
J UN 2S/01
An 0/01
RD 5101
JAN 23101
GENERAL I2v1610b
IDE ED FOR SP.CONST.
GENERAL REVDIW6
IDDED PORI WHEW
74E INFORMATION CONTAINED IN THI5
SET CF D0CIMETIT5 15 PROPRIETARY
BY NATURE. ANY USE OR DISCLOSURE
OTHER 734431 THAT W4104 RELATES TO
714E CLIENT NAMED 15 STRICTLY
PROHIBITED.
422 35AL
RECEIVED
JUN Z 8 2007
PERMIT CENTER
ERE
SEA BRISCO
18100 ORILLIA RD 5
TUKWILA, WA
SWEET TITLE
SITE PLAN
611EET NUMBER
A -2
TRUE NORTH ARROW N-OUN CN THIS
DRAWING IS APPROXIMATE ONLY AND
MUST DE VERIFIED BY CONTRACTOR
EXISTING CHAINLINK FENCE
CAL PRIVACY SLATS
EXISTING VERIZON WIRELESS
EQUIPMENT CABINET, TYPO
EXISTING ELECTRICAL CABINET
EXISTING VERIZON WIRELESS
ELECTRICAL NI-FRAME
EXISTING VERIZON WIRELESS
SERVICE METER
EXISTING TELCO PEDESTAL
EXISTING VOICESTREAM
WAVEGUIDE BRIDGE
EXISTNG WOOD UTILITY POLE
EXISTING EQUIPMENT PAD
CAD EQUIPMENT
•
•
14' -II'
(EXISTING GRASS AREA
...fail 1 IU
I d
•
•
C EXISTING GRASS AREA
I
EXISTING VERIZON WIRELESS RAISED
• PLATFORM CM EQUIPMENT CABINETS
•
UTILIZE EXISTING VERIZON WIRELESS
WAVEGUIDE BRIDGE TO ROUTE
ANTENNA CABLE TO MONOPOLE
EXISTING RIDGE OF BANK
EXISTING MONOPOLE ANTENNAS NOT
5FI01151 FOR CLARITY. REFER TO A -4 FOR
VERIZON WIRELESS ANTENNA LAYOUT
EXISTING MONOPOLE
FOUNDATION
I.
EXISTING ELECTRICAL
W -FRAME CM ICE BRIDGE
EXISTING GUY TIRE
* EXISTING VOICESTREAM
EQUIPMENT PAD CALI
EQUIPMENT
0 COMPOUND LAYOUT
0 I 2 5
NOTES:
t CONTRACTOR TO PROVIDE ALL REQUIRED HARDWARE NECESSARY TO
FACILITATE ANTENNA CABLE ROUTING FROM EQUIPMENT TO ANTENNA$.
2. CONTRACTORS WOW SHALL COMPLY WITH ALL APPLICABLE NATIONAL,
STATE. AND LOCAL CODES AS ADOPTED Sr THE LOCAL AUTHORITY
WAVING JURISDICTION (AHD FOR THE LOCATION. THE EDITION CF THE
AHJ ADOPTED CODES AND STANDARDS IN EFFECT ON THE DATE CF
CONTRACT AWARD SHALL GOVERN TI-E DESIGN.
3. PANT ANTETNA, ANTETNA PIPE MOUNT, ANTEN.IA CABLES AND
HARDWARE TO MATCH EXISTING.
0
CODE COMPLIANCE FOR
M,(�gN
z APPROVED
JUL I 0
zoar
N
re
B
City DFTukwila .
IN / •
i ' d STn x
ExlIRES 11/06/07
JUN 2 7 2LO7
VerIZ v ireless
RERLCOM
EN GINEERING
n01 - n68S - 66T1.1 AVE
SURREY, BC V35 TXt CANADA
TEL, (604) 514 -6432
FAX, (604) 514 -6431
TOLL FREE, I -511 -945 -4045
EMAIL, via 11atrl,e g....
WED, WWW.trkangcan
I FT5NECT NOS
0630 - 020
I PRNN 5Y.
GK
I OEGKED Er.
EM.
I CAO FWE.
0630 -d)OU
SUBMITTALS
0
S
AN l3/al
APR 1Lal
FEE IYOI
JAN 23/O1
CIErER•L REVISIONS
MINED FOR SU'.CO,ST.
GENERAL REVISIONS
151450 F REVIEW
THE RFOR TATICN CONTAINED N THIS
SET OF DCO.IIENTS IS PROPRIETARY
DT NATURE. ANY USE OR DISCLOSURE
OTHER THAN THAT Wk1IC1.1 RELATES TO
THE CLIENT NAMED IS STRICTLY
PROHIBITED.
As! SEAL
RECEIVED
JUN 2-8 2007
PERMIT CENTE
SITE
SEA BRISCO
15100 ORILLIA RD S
TUKWILA, WA
R
SWEET TITLE
COMPOUND LAYOUT
SWEET NUMBER
A-3
WOOD UTILITY POLE
OVERHEAD UTILITY LINE
GUY WIRE
T- MOBILE
WAVEGUIDE BRIDGE
TELCO PEDESTAL
CHAIN/LINK FENCE CIW
PRIVACY SLATS
T- MOBILE EQUIPMENT
PAD CAU EQUIPMENT
ELECTRICAL 14-FRAME CN1 ICE BRIDGE
r_r r pr p n�
�� IJ NiNlu
°EXISTING EAST ELEVATION
I 4 9
LIGHTNING ROD
TA. MONOPOLE
60' -0 "3 AGL.
5T -6"t AGL.
EMPTY TOP ANTENNA PLATFORM
VERIZON WIRELESS RAD CENTER
41' -6 "t AGL.
REFER TO DETAIL 2 FOR EXISTING
ANTENNA LAYOUT AT 4T -0" AGL
T- MOBILE RAD CENTER
38' -0 "3 AGL.
VOICESTREAM ANTENNA
PLATFORM 01W (4) ANTENNAS
60' -0" MONOPOLE
VERIZON WIRELESS ANTENNA
WAVEGUIDE BRIDGE
VERIZON WIRELESS SERVICE
METER
VERIZON WIRELESS
ELECTRICAL 14-FRAME
VERIZON WINLESS
EQUIPMENT CABINET
VERIZON WINLESS
PLATFORM CM
EQUIPMENT CABINETS
VERIZON EQUIPMENT PAD
MONOPOLE
FOUNDATION
TRUE NORTH ARROW 91-10UN ON 11415
DRAWING IS APPROXIMATE ONLY AND
MUST BE VERIFIED BY CONTRACTOR
GAMMA SECTOR
AZIMUTH • 255'
NOTE:
ALL EXISTING VERIZON WIRELESS
ANTENNA CABLES TO BE REMOVED
EXISTING ANTENNA CABLES
TOTAL CF (8) ANTENNA CABLES
REVIEWED L A
COD FOR
E
APPROVED
JUL 1 0 2007
City Of Tukwila
B ILDING DNISI N
NOTES:
L ELEVATION 15 DIAGRAMMATIC OILY.
VERIZON WIRELESS PANEL
ANTENNA n OF B
MONOPOLE
ALPHA SECTOR
AZIMUTH TBD.
VERIZON WIRELESS ANTENNA PLATFORM
° EXISTING ANTENNA LAYOUT AT 41 -6 A.G.L.
N.T,S.
I EXPiPES 11/06/07
JUN 27N110O
Wei ilz2mwireless
RE*'LCOM
K
/ ENGINEERING
.201 - 11688 - 66T14 AYE
SURREY. BC V35 1XI, CANADA
TEL: (604)514-6A32
FAX, (604) 514-6431
TOLL FREE: I -811- 345 -4045
EMAIL: na llallka.s•••
WED+ satctrk ine.con
I PROJECT Na
0630
I DRAW DT.
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IO€ 'ED eT.
Flt
I CAO FILE.
0530 -07044
SUBMITTALS
•
B
•
AN »101
AP! I1rO1
FED RJOI
JAN 73ro1
6EI0RAL REV SOTS
MELEE, FOR 8P.CON6T.
DE REVENENE
1661!0 FOR REVIEW
THE RFORIATICN CONTARED N THIS
SET CF DOOJ'IENTS IS PROPRIETARY
BY NATURE ANY USE OR DISCLOSURE
OTHER THAN THAT UIICH RELATES TO
THE CLIENT NAMED 8 STRICTLY
PROHIBITED.
AI! 6041.prr
RE6E V EL
JUN 2 2007
PERMIT CENTEF
SITE
SEA BRISCO
15100 ORILLIA RD S
TUKWILA, WA
SHEET TITLE
EXISTING EAST
ELEVATION
SHEET NEIBER
A -4
T- MOBILE 5ECTOR ADD CN) 2 PANEL ANTENNAS
AND MOUNTING HARDWARE. R_R1OVE ALL EXISTING
T- MOBILE ANTENNA CABLES AND REPLACE WITH A
TOTAL OF (12) 1/5" ANTENNA CABLES. T1415 WO (
TO BE DONE UNDER SEPERATE CONTRACT
EXISTING WOOD UTILITY POLE
EXISTING OVERHEAD
UTILITY LINE
EXISTING GUY WIRE
EXISTING T- MOBILE
WAVEGUIDE BRIDGE
EXISTING TELCO PEDESTAL
EXISTING CHANLINK FENCE
CAU PRIVACY SLATS
EXISTING T- MOBILE
EQUIPMENT PAD CAU
EQUIPMENT
EXISTING ELECTRICAL 14-FRAME
CN) ICE BRIDGE
LIGHTNING ROD
REFER TO DETAIL 3 FOR VERIZON
WIRELESS ANTENNA LAYOUT
T.O. EXISTING MONOPOLE / ANTENNA TIP HEIGHT
60' -0 11 t AGL.
RELOCATE EXISTING VERIZON U RELE55
ANTENNAS TO TOP PLATFORM AS 51409.N
EXISTING RAD CENTER
41' -6 "t AGL.
RELOCATE EXISTING T- MOBILE ANTENNAS TO
EXISTING PLATFORM AT 41' -6" AS SHOWN.
THIS WORK TO BE DONE UNDER SEPERATE
CONTRACT
EXISTING RAD CENTER
38' -0 "9 AGL
EXISTING 60' -0"
MONOPOLE
UTILIZE EXISTING VERIZON WIRELESS ANTENNA
WAVEGUIDE BRIDGE TO ROUTE ANTENNA CABLE
TO MONOPOLE. PROVIDE ANY ADDITIONAL
HARDWARE TO FACILITATE INSTALLATION
VERIZON WIRELESS SERVICE
METER
EXISTING VERIZCN WIRELESS
ELECTRICAL I4-FRAME
EXISTING VERIZON WIRELESS
EQUIPMENT CABINET
EXISTING VERIZON
WINLESS PLATFORM CIW
EQUIPMENT CARNETS
EXISTING VER ZON
WIRELESS EQUIPMENT PAD
EXISTING MONOPOLE
FOUNDATION
TR1.E NORTH ARROW SHOWN a4 THIS
DRAWING 19 APPROXIMATE ONLY AND
MUST BE VERIFIED BY CONTRACTOR
RELOCATE EXISTING VERIZCN
WINLESS 950M1Nz PANEL ANTENNA A5
SHOLLN, TYP. OF 2. REFER TO DESIGN
BOOK FOR ANTENNA DETAILS
RELOCATE EXISTING YERIZON
WIRELESS 1500MHz PANEL ANTENNA
AS SHOLLN, TYP. OF 2. REFER TO
DESIGN BOOK FOR ANTENNA DETAILS
NOTE.
ROTATE TOP PLATFORM TO
FACILITATE NEW ANTENNA AZIMUTH
EXISTING / PROPOSED ANTENNA CABLES
TOTAL OF (9) ANTENNA CABLES
NOTES:
L ELEVATION 19 DIAGRAMMATIC CN.Y.
4. PANT ANTENNA, ANTENNA PIPE M0NT. ANTENNA CABLES AND
HARDWARE TO MATCH EXISTING.
RELOCATE EXISTING VERIZON
WIRELESS ANTENNA AS SHOWN,
TYP. OF 4. REFER TO DESIGN
BOOK FOR ANTENNA DETAILS
2. CONTRACTOR 10 PROVIDE ALL REQUIF HARDWA/ NECESSARY TO
FACILITATE ANTENNA CABLE ROUTING FROM ECUIPMENT TO ANTENNAS.
3. CONTRACTOR'S WORK SHALL COMPLY WITH ALL APPLICABLE NATIONAL.
STATE. AND LOCAL. CODES AS ADOPTED EY THE LOCAL AUTNORITY
RAVING JURISDICTION (AND FOR THE LOCATION. THE EDITION OF 114E
AA) ADOPTED CODES AND STANDARDS N EFFECT ON T14E DATE OF
CONTRACT AWARD SHALL GOVERN THE DESIGN.
EXISTING MONOPOLE
PROPOSED VERIZON WIRELESS
10 ANTENNA LAYOUT AT S7' -6" A.G.L.
NT.5.
ROTATE EXISTING TOP
ANTENNA PLATFORM TO
ACHIEVE VERIZON WIRELESS
ANTENNA AZIMUTHS
I ExNPES 111061 °7
JUN 2 7 2007
RE�►'LCOM
4 201 - 41688 - 66T14 AVE
SURREY. BC V39 1X1, CANADA
TEL. (604) 914 -6432
FAX, (604) 514 -9431
TOLL FREE. 1- 811 - 345 -4049
EMAIL. nalNtrkangtpn
WEB, aRw.vkangton
0630 -020
0630 -020AI
SUBMITTALS
bENERAL REVISION6
ISSUED FOR RENEW
THE RFOR1ATIGN CONTAINED N 1413
SET OF DOCUMENTS IS PROPRIETARY
BY NATURE. ANY USE OR DISCLOSURE
OTHER THAN 114A2 911104 RELATES TO
THE CLIENT NAMED 13 STRICTLY
PROHIBITED.
A2 3E4 L
RECEIVED
JUN 2=8 2007
PERMIT GENTEF
SEA BRISCO
15100 ORILLIA RD S
TUKUJILA, WA
SHEET TITLE
PROPOSED EAST
ELEVATION
SHEET 5111885
TO. EXISTING MONOPOLE / ANTENNA TIP HEIGHT
60' - 0 ": "t A.GL.
RELOCATE EXISTING VERIZON WIRELESS
ANTENNAS TO TOP PLATFORM AS SHOUN
EXISTING RAD CENTER
41' -6 "t AGL
RELOCATE EXISTING T- MOBILE ANTENNAS TO
EXISTING PLATFORM AT 41' -6" AS 5HOU.N.
THIS WORK TO BE DONE UNDER SEPERATE
CONTRACT
EXISTING RAD CENTER
35' -0 "t AGL
EXISTING VERIZON WIRELESS
EQUIPMENT CABINET
°PROPOSED WEST ELEVATION
m 2 4
LIGHTNING ROD
REFER TO DETAIL 3 FOR VERIZON
WIRELESS ANTENNA LAYOUT
T- MOBILE SECTOR ADD C/W 2 PANEL ANTENNAS
AND MOINTING HARDWARE. REMOVE ALL EXISTING
T- MOBILE ANTENNA CABLES AND REPLACE WITH A
TOTAL OF 02)1/5" ANTENNA CABLES. THIS UIORK
TO BE DONE UNDER SEPERATE CONTRACT
EXISTING WOOD UTILITY POLE
EXISTING OVERHEAD
UTILITY LINE
EXISTING 60 - 0'
MONOPOLE
EXISTING GUY WIRE
EXISTING T- MOBILE
WAVEGUIDE BRIDGE
EXISTING CHAINLINK FENCE
C/W PRIVACY SLATS
NOTES:
L ELEVATION IS DIAGRAMMATIC ONLY.
2. CONTRACTOR'S WORK SHALL COMPLY WITH ALL APPLICABLE NATIONAL.
STATE. AND LOCAL CODES AS ADOPTED BY THE LOCAL AUTHORITY
HAVING JURISDICTION (AFL') FOR THE LOCATION. THE EDITION OF THE
AHl ADOPTED CODES AND STANDARDS M EFFECT CFI THE DATE OF
CONTRACT ALARD SHALL GOVERN THE DESIGN.
OOp FOR
C OMPLIANCE
A PPROVED
JUL 10 1007
City B Of Tukwila
IN DIVIs Q
I EXPI P ES 1
JUN 2 7 2007
veWR@IeSS
REA'LCOM
1
E NGINEERING
'201 - Hass - 66TH AVE
SURREY, BC V35 IXL CANADA
TEL. (604) 514 -6432
FAX. (604)514 -6431
TOLL FREE. I -D11. 345 -4045
EMAIL. naU•t,keng<on
U.EB. ww.t* P5Aon
PROJECT NP
0630-020
0R.A. BT.
GIL
I GEOCED 6T.
PM
CAD FILE.
0630 -020A6
SUBMITTALS
•
B
All 23.1
APR 11,01
FED 14/01
JAN 24/01
GENERAL RE VISORS
1661CD POR PPJCWST.
GENERAL REVU,OS
16611E0 POR REVIEW
TIE ',FORMATION CONTAINED N THIS
SET OF DOCUMENTS IS PROPRIETARY
BY NATURE ANY USE OR DISCLOSURE
OTHER THAN THAT UNION RELATES TO
11.• CLIENT NAMED IS STRICTLY
PROHIBITED.
AR SEAL
RECEIVED
JUN 218 Z007
PERMIT CENTE
SITE
5EA BRISCO
18100 ORILLIA RD 5
TUKWILA, WA
SLEET TITLE
PROPOSED WEST
ELEVATION
SWEET NUMBER
A -6
EXISTING T- MOBILE
EQUIPMENT CABINET
EXISTING ELECTRICAL
14-FRAME CM ICE BRIDGE
C .I 1tuvu 11111111111111IIIIIII IIIIIII
CD 11•11.11 11 I
PROPOSED NORTI -I ELEVATION
0 2 4 8
LIGHTNING ROD
REFER TO DETAIL 3 FOR VERIZON
WIRELESS ANTENNA LAYOUT
TA. EXISTING MONOPOLE / ANTENNA TIP HEIGHT
6O' - 0 "t A.
RELOCATE EXISTING VERIZON WIRELESS
ANTENNAS TO TOP PLATFORM AS SHOWN
EXISTING RAD CENTER
41' -6 "t AGL
RELOCATE EXISTING T- MOBILE ANTENNAS TO
EXISTING PLATFORM AT 4T -6" AS S4-1OW4.
THIS WORK TO BE DONE UNDER SEPERATE
CONTRACT
EXISTING RAD CENTER
3B' -0 "t AGL
EXISTING 60' -0" MONOPOLE
EXISTING WOOD UTILITY POLE
EXISTING VERIZON WIRELESS
EQUIPMENT CABINET
REVIEWED FOR
CODE COMPLIANCE
APPROVED
JUL 10 2007
City Of Tukwila
B I MOMS.
EXISTING VERIZON WIRELESS
ELECTRICAL H -FRAME
N
O PROPOSED SOUTH ELEVATION
0 J 4 8
NOTES:
L ELEVATION IS DIAGRAMMATIC ONLY.
2. CONTRACTOR'S WORK SHALL CC IDLY WITH ALL APPLICABLE NATIONAL,
STATE, ANA LOCAL CODES AS ADOPTED BY THE LOCAL AUTHORITY
I4AVNG JURISDICTION (A U) FOR TIE LOCATION. THE EDITION CF THE
AHJ ADOPTED CODES AND STANDARDS N EFFECT ON THE DATE OF
CONTRACT AWARD SHALL GOVERN THE DESIGN.
LIGHTNING ROD
REFER TO DETAIL 3 FOR VERIZON
WIRELESS ANTENNA LAYOUT
T.O. EXISTNC MONOPOLE / ANTENNA TIP HEIGHT
60' -0 "t AGL.
RELOCATE EXISTING VERIZON WIRELESS
ANTENNAS TO TOP PLATFORM AS SHOWN
EXISTING RAD CENTER
41' -6 "t A.G.L.
RELOCATE EXISTING T- MOBILE ANTENNAS TO
EXISTING PLATFORM AT 41' -6" AS 54-101.114.
THIS WORK TO BE DONE UNDER SEPERATE
CONTRACT
EXISTING RAD CENTER
38' -0 "t AGL
EXISTING 60' -0"
MONOPOLE
EXISTING VERIZON WIRELESS
EQUIPMENT CABINET
EXISTING ELECTRICAL I4-FRAME
CM ICE BRIDGE
EXISTING T- MOBILE EQUIPMENT
PAD C/IU EQUIPMENT
EXPIRES 11/06/07
JUN 2 72007
Verrwireless
RERLCOM
i f z I'
ERING
4 101 - n638 - 66T14 AVE
SUR2mY, BC V35 TXL CANADA
TEL. (604) 514.6432
FAX (604) 514.6431
TOLL FREE. I -811- 345 -4045
EMAIL. naIl.trks'.9con
SEE. uuw.trkenacon
PROJECT Na
0630 - 030
IDRAIN BY,
GA.
I O•EOCED OT.
Fri
CAD FILE,
0630 -01041
SUBMITTALS
•
e
A
.Da 36,01
APR NO1
FED ISM.
JAN 33,01
GENERAL REVI610N6
M61ED FOR Bl/CONST.
GENERA- REVISIONS
116 20 FOR REv1EW
THE INFORMATION CONTAINED N THIS
SET OF DO0MENTS 15 PROPRIETARY
er NATURE ANY USE OR DISCLOSURE
OTHER THAN THAT WHICH RELATES TO
THE CLIENT NAMED IA STRICTLY
PROHIBITED.
4JE 6044.
RECEWED
JUN 28 2007
PERMIT CENTE
SITE
SEA BRISCO
18100 ORILLIA RD 5
TUKWILA, WA
SHEET TITLE
PROPOSED NORTH AND
SOUTH ELEVATIONS
SHEET NUMBER
WEATHERPROOFING
KIT (REFER NOTE 3)
NOEL
2.
3.
C
ANTENNA CABLE
CONNECTOR
120• MAX.
TO 24•, TYP.
ANTENNA
CABLE
1 IIIIIIPppI'
�mi1 =J1=== .
DO NOT INSTALL CABLE GROUND KIT AT A
BEND AND ALWAYS DIRECT GROUND WIRE
DOWN TO GROUND BAR.
GRCUNDING KIT SHALL BE TYPE AND PART
NUMBER AS SUPPLIED OR RECOMMENDED BY
CABLE MANUFACTURER
WEATHER PROOFING SHALL BE TWO -PART TAPE
KIT, COLD SHRINK SHALL NOT BE USED
19 ALLG STRANDED COPPER GROUND
WIRE (GROUNDED TO GROUND BAR)
(REFER NOTES I AND 2)
CABLE GROUND KR
CD ANTENNA CABLE GROUND KIT DETAIL
N.T.S.
'2/0 TW GREEN
TO EXISTING
GROUND RING
TINNED COPPER I-IARGER
GROUNDING BAR 'GBII44ISG
OR APPROVED EQUAL
'2/0 TB GREEN TO GROUND BAR
MOUNTED TO TOILER NEAR ANTENNAS
'2/0 TW GREEN
TO EXISTING
GROUND RING
GROUND TAILS, TYP.
O GROUND BAR DETAIL
NTA.
GROUNDING SPECIFICATION
L GROJ1DNG SHALL COMPLY WITH LATEST EDITION CF THE
NATIONAL ELECTRICAL CODE AND VERIZCN WIRELESS
STANDARDS.
2. MINMU•I BENDING RADIUS FOR GRO ID CONDUCTOR IS S•.
3. NO SPLICES PERMITTED M GROUND CONDUCTORS.
4. INTERCONNECT ANTENNA GROUND LUG TO S SOLID BARE TINNED
COPPER (IF APPLICABLE)
5. ALL GROUNDING CONNECTORS TO BE CLEAN AID FREE OF
PANT AT THEIR MATING SURFACES AND INSTALLED PER
MANUFACTURER'S RECOMMENDATIONS. USE PENETROX OR
EQUIVALENT ANTIOXIDANT GR
6. ALL GROUND BAR CONNECTIONS ARE TO BE 2 HOLE LUG 5/S•
BOLT CONNECTOR COMPRESSION TYPE. STACKED CONNECTIONS
ARE NOT ACCEPTABLE. BACK TO BACK CONNECTIONS ON
OPPOSITE SIDES OF THE GROUND EAR WILL BE PERMITTED.
1. ENSURE ALL MECHANICAL CONNECTORS ARE TORQUED TO THE
MANUFACTURER'S SPECIFIED VALUES.
S. MULTIPLE BONDS ON GROUND RODS TO BE SEPARATED BY AT
LEAST 6•.
S. TIAXMU I RESISTANCE OF THE COMPLETED GROUND SYSTEM
SHALL NOT EXCEED A RESISTANCE OF 5 OHMS TO EARTH.
10. GROUND WIRES SHALL NOT BE INSTALLED THROUGH HOLES N
ANT METAL OBJECTS OR SUPPORTS TO PRECLUDE
ESTABLISHNG A •CHOKE• POINT.
IL FERROUS METAL CLIPS WHICH COMPLETELY SURROUND THE
GROUND WIRE SHALL NOT BE USED. METAL CLIPS TWAT DO NOT
COMPLETELY SURROUND THE GROUND WIRE OR PLASTIC CLIPS
4� ACCEPTABLE.
12. GROUND BARS SHALL NOT BE FIELD MODIFIED.
13. VERIFY ALL GROUND CONNECTIONS WTH SHELTER ON SITE.
14. ALL EXTERIOR GROUND BARS TO DE TINNED COPPER
PROVIDE GROUND KITS FOR ANTENNA CABLES
AT GROUND BAR LOCATIONS AS REQUIRED
CODE' DEL .._
�OMP
NCE
APP ROVED
JUL I 1
Gty Of Tukwil a
ILpIAf p
EXPIRES 6911 1/ ,, co
JUN 272007
VeL.L.mwireless
RE*'LCOM
i T z I GINEERING
*201- I165B - 66114 AVE
SURREY, DC V35 TXL CANADA
TEL, (604) 514.6432
FAX, (604) 514.6431
TOLL FREE, 1- 611.345 -4045
EMAIL, nelletrkenEna,
"E6, uR.o.vks gcan
PROJECT PO
0630 - m,
I DRAM OT,
GH
I CWEUCED OT,
61W
CAD P U,
0630 -0)0EI
SUBMITTALS
e
Jul 26/el
APR N01
PEE I3/01
JAN ]3roT
GENERAL RECISION!
MERE PDR EPJCONST.
GENERAL REWNON6
1650D FOR RENEW
THE RFOR'1ATION CONTAINED N THIS
SET OF DO0l1ENTS IS PROPRIETARY
BY NATURE. ANY USE OR DISCLOSURE
OTHER THAN THAT ERICH RELATES TO
THE CLIENT NAMED IS STRICTLY
PROHIBITED.
A2 0E41.
RECEIVED
JUN 2'8 2007
3 ERMIT CENTER
SITE
SEA BRISCO
18100 ORILLIA RD 5
TUKWILA, WA
SI-SET TITLE
GROUNDING DETAILS
SHEET NUMBER
E -1