HomeMy WebLinkAboutPermit D17-0170 - T-MOBILE - BOW LAKE RADIO REPLACEMENTST -MOBILE
1800 ORILLIA RD S
D17-0170
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.Rov
DEVELOPMENT PERMIT
Parcel No: 3523049037 Permit Number: D17-0170
Address: 18800 ORILLIA RD S Issue Date: 12/7/2017
Permit Expires On: 6/5/2018
Project Name: T -MOBILE
Owner:
Name: KING COUNTY -SOLID WASTE
Address: 201 S JACKSON ST #701 , SEATTLE, ID,
98104
Contact Person:
Name: ERIC SHAW Phone: (208) 963-4014
Address: 219 S WOODDALE AVE , EAGLE, ID,
83616
Contractor:
Name: SAC WIRELESS LLC Phone: (847) 944-1600
Address: 540 MADISON ST 16th FLOOR,
CHICAGO, IL, 60661
License No: SACWIWL852J2 Expiration Date: 7/1/2019
Lender:
Name:
T -MOBILE
Address: 3625 132 AVE SE , BELLEVUE, WA,
98006
DESCRIPTION OF WORK:
AT ANTENNA LEVEL, REMOVE (2) FXFB UNITS AND (4) TMA UNITS, INSTALL (2) FHFB UNITS AND (4) NEW TMA
UNITS AND (4) DIPLEXERS. AT GROUND LEVEL, REMOVE (2) FSME AND INSTALL (2) FSMF AND (1) FXFB. THERE
WILL BE NO INCREASE TO THE EXISTING TOWER HEIGHT AND THERE WILL BE NO EXPASION TO THE EXISTING
COMPOUND SQUARE FOOTAGE, AND THERE WILL NOT BE A "SUBSTANTIAL CHANGE"
Project Valuation: $20,000.00
Type of Fire Protection: Sprinklers:
Fire Alarm:
Type of Construction: VB
Electrical Service Provided by: TUKWILA
Fees Collected: $850.34
Occupancy per IBC: U
Water District: HIGHLINE
Sewer District: NONE
Current Codes adopted by the City of Tukwila:
International Building Code Edition:
International Residential Code Edition:
International Mechanical Code Edition:
Uniform Plumbing Code Edition:
International Fuel Gas Code:
2015
2015
2015
2015
2015
National Electrical Code:
WA Cities Electrical Code:
WAC 296-46B:
WA State Energy Code:
2017
2017
2017
2015
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:
Water Meter:
Volumes: Cut: 0 Fill: 0
Number: 0
No
Permit Center Authorized Signature:
Date: lc) (7
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.
Signature:
Print Name:
eh", S r/4e,
Date:
This permit shall become null and void if the work is not commenced within 180 days for the date of issuance, or if
the work is suspended or abandoned for a period of 180 days from the last inspection.
PERMIT CONDITIONS:
1: ***BUILDING PERMIT CONDITIONS***
2: Work shall be installed in accordance with the approved construction documents, and any changes made
during construction that are not in accordance with the approved construction documents shall be
resubmitted for approval.
3: All permits, inspection record card and approved construction documents shall be kept at the site of work
and shall be open to inspection by the Building Inspector until final inspection approval is granted.
4: All construction shall be done in conformance with the Washington State Building Code and the
Washington State Energy Code.
5: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap
the sanitary sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks,
wells, and other excavations. Final inspection approval will be determined by the building inspector based
on satisfactory completion of this requirement.
6: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila
Permit Center.
7: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an
approval of, any violation of any of the provisions of the building code or of any other ordinances of the City
of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other
ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction
documents and other data shall not prevent the Building Official from requiring the correction of errors in
the construction documents and other data.
PERMIT INSPECTIONS REQUIRED
Permit Inspection Line: (206) 438-9350
1700 BUILDING FINAL**
CITY OF TUKWILA
Community Development Department
Public Works Department
Permit Center
6300 Southcenter Blvd, Suite 100
Tukwila, WA 98188
http://www.TukwilaWA.gov
Building Permit No. 1 ( `O i 7 tJ
Project No.
Date Application Accepted:
Date Application Expires:
(For office use only)
CONSTRUCTION PERMIT APPLICATION
Applications and plans must be complete in order to be accepted for plan review.
Applications will not be accepted through the mail or by fax.
**Please Print**
SITE LOCATION
King Co Assessor's Tax No.: 3523049037
Site Address: 18800 Orillia Road South, Tukwila WA 98188 Suite Number: Floor:
Tenant Name: T-Mobile/American Towers
PROPERTY OWNER
Name: Eric Shaw/Powder River Development LLC
Name: American Tower Corporation
City: Eagle State: ID Zip: 83616
Address: 10 Presidential Way
Email: eric.shaw@powderriverdev.com
City: Woburn State: MA
Zip: 01801
CONTACT PERSON — person receiving all project
communication
Name: Eric Shaw/Powder River Development LLC
Address: 219 S Wooddale Ave
City: Eagle State: ID Zip: 83616
Phone: (208) 963-4014 Fax: (208) 938-8855
Email: eric.shaw@powderriverdev.com
GENERAL CONTRACTOR INFORMATION
Company Name: TBD
Address:
Company Name:
"2 r• t
City: 4
17 t
City:
State:
Zip:
Phone:
Fax:
City:
State:
Contr Reg No.:
Phone:
Exp Date:
Tukwila Business License No.:
H \Applicafions\Forms-Applications On Line \2011 Applications\Permit Application Revised - 8-9-11. docx
Revised_ August 2011
bh
New Tenant: ❑ Yes Q] ..No
ARCHITECT OF RECORD
Name: + t'l,`(LC 1,vC Sk L,LC.
Address:
Company Name:
"2 r• t
City: 4
17 t
Architect Name:
State: i, Zipil 1 rk...
k., t
Address:
City:
State:
Zip:
Phone:
Fax:
Email:
ENGINEER OF RECORD
Name: + t'l,`(LC 1,vC Sk L,LC.
Address:
Company Name:
"2 r• t
City: 4
17 t
Engineer Name:
State: i, Zipil 1 rk...
k., t
Address:
City:
State:
Zip:
Phone:
Fax:
Email:
LENDER/BOND ISSUED (required for projects $5,000 or
greater per RCW 19.27.095),,
Name: + t'l,`(LC 1,vC Sk L,LC.
Address:
,
"2 r• t
City: 4
17 t
t
State: i, Zipil 1 rk...
k., t
Page I of 4
BUILDING PERMIT INFORMATION — 206-431-3670
Valuation of Project (contractor's bid price): $ 20,000
Describe the scope of work (please provide detailed information):
Existing Building Valuation: $
The scope of work of this project consists of the following: AT ANTENNA LEVEL, REMOVE (2) FXFB UNITS AND (4) TMA
UNITS. INSTALL (2) FHFB UNITS AND (4) NEW TMA UNITS AND (4) DIPLEXERS. AT GROUND LEVEL, REMOVE (2)
FSME AND INSTALL (2) FSMF AND (1) FXFB. There will be no increase to the existing tower height and there will be no
expansion to the existing compound square footage, and therefore will not be a `substantial change'
Will there be new rack storage? ❑ Yes
Z.. No If yes, a separate permit and plan submittal will be required.
Provide All Building Areas in Square Footage Below
PLANNING DIVISION:
Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches)
*For an Accessory dwelling, provide the following:
Lot Area (sq 11): 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:
Compact: Handicap:
Will there be a change in use? ❑ Yes ❑ No If "yes". explain:
FIRE PROTECTION/HAZARDOUS MATERIALS:
❑ Sprinklers ❑ Automatic Fire Alarm ❑ None ❑ Other (specify)
Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes ❑ No
If "yes', attach list of materials and storage locations on a separate 8-1/2- x 11 " paper including quantities and Material Safety Data Sheets.
SEPTIC SYSTEM
❑ On-site Septic System — For on-site septic system. provide 2 copies of a current septic design approved by King County Health
Department.
H. \Applica0ons\Forms-Applications On lane \2011 Applications\Permit Application Revised - 8-9-11. does
Revised_ August 2011
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Page 2 of 4
Existing
Interior Remodel
Addition to
Existing
Structure
New
Type of
Construction per
IBC
Type of
Occupancy per
IBC
la Floor
2nd Floor
3`d Floor
Floors thru
Basement
Accessory Structure*
Attached Garage
Detached Garage
Attached Carport
Detached Carport
Covered Deck
Uncovered Deck
PLANNING DIVISION:
Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches)
*For an Accessory dwelling, provide the following:
Lot Area (sq 11): 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:
Compact: Handicap:
Will there be a change in use? ❑ Yes ❑ No If "yes". explain:
FIRE PROTECTION/HAZARDOUS MATERIALS:
❑ Sprinklers ❑ Automatic Fire Alarm ❑ None ❑ Other (specify)
Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes ❑ No
If "yes', attach list of materials and storage locations on a separate 8-1/2- x 11 " paper including quantities and Material Safety Data Sheets.
SEPTIC SYSTEM
❑ On-site Septic System — For on-site septic system. provide 2 copies of a current septic design approved by King County Health
Department.
H. \Applica0ons\Forms-Applications On lane \2011 Applications\Permit Application Revised - 8-9-11. does
Revised_ August 2011
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Page 2 of 4
PUBLIC WORKS PERMIT INFORMATION — 206-433-0179
Scope of Work (please provide detailed information):
The scope of work of this project consists of the following: AT ANTENNA LEVEL, REMOVE (2) FXFB UNITS AND (4) TMA
UNITS. INSTALL (2) FHFB UNITS AND (4) NEW TMA UNITS AND (4) DIPLEXERS. AT GROUND LEVEL, REMOVE (2)
FSME AND INSTALL (2) FSMF AND (1) FXFB. There will be no increase to the existing tower height and there will be no
expansion to the existing compound square footage, and therefore will not be a `substantial change'
Call before you Dig: 811
Please refer to Public Works Bulletin #1 for fees and estimate sheet.
Water District
❑ ...Tukwila ❑... Water District 4125
9 ...Water Availability Provided
Sewer District
❑ ...Tukwila
❑ ...Sewer Use Certificate
0 .. Highline
❑...Valley View ❑ .. Renton
9... Sewer Availability Provided
❑ .. Renton
0 .. Seattle
Septic System:
9 On-site Septic System — For on-site septic system. provide 2 copies of a current septic design approved by King County Health Department.
Submitted with Application (mark boxes which apply):
❑ ...Civil Plans (Maximum Paper Size — 22" x 34")
9 ...Technical Information Report (Storm Drainage) 9 .. Geotechnical Report ❑ ...Traffic Impact Analysis
❑ ...Bond 9 .. Insurance 9 .. Easement(s) 9 .. Maintenance Agreement(s) ❑...Hold Harmless — (SAO)
❑...Hold Harmless — (ROW)
Proposed Activities (mark boxes that apply):
9 ...Right-of-way Use - Nonprofit for less than 72 hours
❑ ...Right-of-way Use - No Disturbance
❑ ...Construction/Excavation/Fill - Right-of-way 0
Non Right-of-way 0
0 ...Total Cut
0 ...Total Fill
cubic yards
cubic yards
9 ...Sanitary Side Sewer
0 ...Cap or Remove Utilities
❑ ...Frontage Improvements
❑ ...Traffic Control
❑ ...Backflow Prevention - Fire Protection
Irrigation
Domestic Water
❑ .. Right-of-way Use - Profit for less than 72 hours
0 .. Right-of-way Use — Potential Disturbance
0 .. Work in Flood Zone
❑ .. Storm Drainage
9 .. Abandon Septic Tank
❑ .. Curb Cut
9 .. Pavement Cut
0 .. Looped Fire Line
❑ ...Permanent Water Meter Size... WO #
❑ ...Temporary Water Meter Size .. WO #
❑ ...Water Only' Meter Size WO #
❑ ...Sewer Main Extension Public 9 Private ❑
CI ...Water Main Extension Public 9 Private 0
❑ .. Grease Interceptor
❑ .. Channelization
9 .. Trench Excavation
❑ .. Utility Undergrounding
9 ... Deduct Water Meter Size
FINANCE INFORMATION
Fire Line Size at Property Line Number of Public Fire Hydrant(s)
9 ...Water ❑ ...Sewer 9 ...Sewage Treatment
Monthly Service Billing to:
Name: Day Telephone:
Mailing Address:
City State Zip
Water Meter Refund/Billing:
Name:
Mailing Address:
Day Telephone:
City
State Zip
H. \Applications\Forms-Applications On Line \2011 Applications \Permit Application Revised - 8-9-11. docx
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Page 3 of 4
PERMIT APPLICATION NOTES —
Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject
to possible revision by the Permit Center to comply with current fee schedules.
Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation.
The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be
requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition).
I HEREBY CERTIFY THAT 1 HAVE REAL) AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER
PENALTY OF PERJURY BY TH LA S OF THE STATE OF WASHINGTON, AND 1 AM AUTHORIZED TO APPLY FOR THIS PERMIT.
BUILDING OWNER OR LITHO ►IZ D 1 AGENT:
Signature:
Print Name:
Eric Shaw
Mailing Address: 219 S Wooddale Ave
H.\Applications\Forms-Apphcations On Line \2011 Applications\Permit Application Revised - 8-0-1 I doca
Revised. August 2011
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Date:
06/13/2017
Day Telephone: (208) 963-4010
Eagle ID 83616
City Stale Zip
Page 4 of 4
Cash Register Receipt
City of Tukwila
DESCRIPTIONS ACCOUNT QUANTITY
PermitTRAK
PAID
$521.01
D17-0170 Address: 18800 ORILLIA RD S Apn: 3523049037
$521.01
DEVELOPMENT
$496.41
PERMIT FEE
R000.322.100.00.00
0.00
$491.91
WASHINGTON STATE SURCHARGE
B640.237.114
0.00
$4.50
TECHNOLOGY FEE
$24.60
TECHNOLOGY FEE R000.322.900.04.00 0.00
TOTAL FEES PAID BY RECEIPT: R11963
$24.60
$521.01
Date Paid: Thursday, July 20, 2017
Paid By: POWDER RVIER DEVELOPMENT
Pay Method: CHECK 029782
Printed: Thursday, July 20, 2017 1:01 PM 1 of 1
Cash Register Receipt
City of Tukwila
DESCRIPTIONS
PermitTRAK
I ACCOUNT
I QUANTITY I
PAID
$329.33
D17-0170 Address: 18800 ORILLIA RD S
Apn: 3523049037
$329.33
Credit Card Fee
$9.59
Credit Card Fee
R000.369.908.00.00
0.00
$9.59
DEVELOPMENT
$319.74
PLAN CHECK FEE
TOTAL FEES PAID BY RECEIPT: R11790
R000.345.830.00.00
0.00
$319.74
$329.33
Date Paid: Thursday, June 22, 2017
Paid By: SCOTT ALPHA
Pay Method: CREDIT CARD 612202
Printed: Thursday, June 22, 2017 2:20 PM 1 of 1
SYSTEMS
INSPECTION RECORD
Retain a copy with permit
INSPECTION NO. PERMIT NO.
CITY OF TUKWILA BUILDING DIVISION 'I
6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670
Permit Inspection Request Line (206) 438-9350
Dri-0/7
Project:o
Ii - 1./1,Db i Le
Type of Inspection:
�,t, i(-1,- vt,L
Address: -
MOO On LLIA gj CI
Date Called:
3-1z-Z1>i
�-,
Special Instructions:
CI
e,1 L 1
e....., ----Requester:
Date Wanted:
- f3 - 2 J
a.m./
�m.
Enc.,
Phone No:
1 -208 -?,3 --
96(9
50 Approved per applicable codes.
Corrections required prior to approval.
COMMENTS:
...L/Vs .11 (Two, ,Jc..A) gI`o OA)
t.c 7 i4 -I--, /i e),D)
l3Li fill.1-z--�1'2f
Inspector: Eco
Date: 3, Iv_10/cf,,
REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be
paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
FILE COPY
T Mobi1e•
ATC ASSET #:
414339
SITE NAME:
BOW LAKE TRANSFER USWES
L.A7,,HyINK as\ APPROVED
changes can be made. to these 8
r
pians without approval from the
Planning Division of DCD
approved By:
r -a to: -77— ti
SITE INFORMATION
TOWER OWNER:
AMERICAN TOWER
10 PRESIDENTIAL WAY
WOBURN, MA 01801
SITE ADDRESS: 18800 ORILLIA RD S.
TUKWILA, WA 98188
COUNTY: KING
LATITUDE:
LONGITUDE:
GROUND ELEVATION:
47.43322'
—122.26966'
277' AMSL
POWER PROVIDER: PUGET SOUND ENERGY
TELCO PROVIDER: CENTURYLINK
OCCUPANCY TYPE: UNMANNED
ZONING JURISDICTION: CITY OF TUKWILA
ZONING CODE: C
PARCEL NUMBER: 3523049037
CONTACT INFORMATION
A&E SERVICES:
POWDER RIVER ENGINEERING SERVICES, LLC.
219 S. WOODDALE AVE.
EAGLE, ID 83616
CONTACT: JASON BROWN
PHONE: 208.938.8844
EMAIL: jason.brown@powderriverdev.com
ENGINEERING:
POWDER RIVER ENGINEERING SERVICES, LLC.
219 S. WOODDALE AVE.
EAGLE, ID 83616
CONTACT: DONALD W. GEORGE, PE, SE, MLSE
PHONE: 208.9 38.8844
EMAIL: don.georgeOpowderriverdev.com
APPLICANT:
T—MOBILE WEST LLC
3625 132ND AVE SE
BELLEVUE, WA 98006
CONTACT:
PHONE:
EMAIL:
APPLICANT:
AMERICAN TOWER
10 PRESIDENTIAL WAY
WOBURN, MA 01801
CONTACT: JENNIFER EVENSON
PHONE: 206.427.6880
EMAIL: jennifer.evenson®americantower.com
F 1 c h?r ,
the 'I
of a;_
SITE NUMBER:
SE03858A
FILE NAME:
8A BOW LAKE TRANSFER USWES CAPACITY L1900 FCD CENT 170501
LOCATION:
18800 ORILLIA RD S., TUKWILA, WA 98188
60' MONOPOLE
CAPACITY L1900
No. b 11- 0317 0
err rs and
REVIEWED FOR
CODE COMPLIANCE
APPROVED
JUL l7 2011
�rT
VICINITY MAP
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DRIVING DIRECTIONS
DIRECTIONS FROM SEATTLE/TACOMA INTERNATIONAL AIRPORT: SECA7ATE
PERMIT
DEPART AIRPORT (SOUTH). TAKE RAMP RIGHT FOR WA -518 EAST TOWARD, SEATTLfOl} TEcAjP
PORTLAND / TACOMA. 1-5 SOUTH TAKE THE S. 188TH ST EXIT (EXIT 15). STAY IC l9NN �fl —5
LEFT AFTER 1-5 OVER PASS. DRIVE NORTH INTO TRANSFER STATION COMPLEX. SITE I LOCATED ON LEFT E
CODE 0715. THIS SITE IS EQUIPPED WITH THE CYBERLOCK SO ACCESS TfJ EQUI T eiffiES_ESCORT I
REVlSiONS 1ICC��11
rh1 ' '',r r,do, to the clog p
r ?";prov;-11 f
.; 111 liThAsion
ie1 Al ^' SLbr`.11tfal
reA,t—i foci;
£ iectnca)
Plumbing
Li/Gas Piping
,;;yam Tukwila
RIGHT FOR 1-5 SOUTH TOWARD
PROCEEDING EAST. TAKE 2ND
AND SIDE. LOCK COMBO
r PERSONNEL DOES NOT HAVE
DO NOT SCALE`E? T.s a aiviblUN
CONTRACTOR SHALL VERIFY ALL PLANS & EXISTING DIMENSIONS & CONDITIONS ON THE JOB SITE & SHALL IMMEDIATELY NOTIFY THE
ENGINEER IN WRITING OF ANY DISCREPANCIES BEFORE PROCEEDING WITH THE WORK OR BE RESPONSIBLE FOR SAME
City of Tukwila
BUILDING DIVISION
JC)N
A
DRAWING INDEX
DESCRIPTION
REV
SHE NO.
T-1
TITLE SHEET
0
GN -1
GENERAL NOTES
0
GN -2
GENERAL NOTES
0
C-1
SITE PLAN
0
C-2
ELEVATIONS
0
C-3
ANTENNA PLANS
0
C-3.1
RFDS & CABLE SPECIFICATIONS
0
C-4
EQUIPMENT DETAILS
0
E-1
ELECTRICAL DETAILS
0
E-2
GROUNDING PLANS
0
RECEIVED
CITY OF TUKWILA
0
05/01/17
100% CONSTRUCTION
JMB
JUN 22 2017
04/13/17
ISSUED FOR REVIEW 90%
CDE
h
k� 49 71��N�
PERMIT CENTER
THESE PLANS AND SPECIFICATIONS. AS INSTRUMENTS OF SERVICE, ARE
AND SHALL REMAIN THE PROPERTY OF POWDER RIVER DEVELOPMENT
SERVICES, LLC WHETHER THE PROJECTS FOR WHICH THEY ARE MADE
ARE EXECUTED OR NOT. THESE DRAWINGS AND SPECIFICATIONS SHALL
NOT BE USED BY ANY PERSON OR ENTITY ON OTHER PROJECTS
WRHOUT PRIOR WRITTEN CONSENT OF THE ENGINEER.
SITE INFORMATION
T -MOBILE #: SE03858A
ATC #: 414339
18800 ORILLIA RD S.
TUKWILA, WA
98188
SHEET TITLE:
%.• 0170
SHEET NUMBER:
T-1
SCOPE OF WORK
AT ANTENNA LEVEL, REMOVE (2) FXFB UNITS AND (4) TMA UNITS AND
INSTALL (2) FHFB UNITS, (4) NEW TMA UNITS AND (4) DIPLEXERS. AT
GROUND LEVEL, REMOVE (2) FSME AND INSTALL (2) FSMF AND (1) FXFB.
APPLICABLE CODES
BUILDING CODE 2015 IBC
ELECTRICAL CODE 2014 NEC
T • •Mobile•
A
AMERICAN TOWER'
41104
POWDER RIVER
Engineering Services, LLC
www.pewderriverdev oom
LICENSE #: 3004
REVISIONS
REV
DATE
DESCRIPTION
INT
0
05/01/17
100% CONSTRUCTION
JMB
A
04/13/17
ISSUED FOR REVIEW 90%
CDE
h
k� 49 71��N�
SI�Ilk
SIONAL 1
THESE PLANS AND SPECIFICATIONS. AS INSTRUMENTS OF SERVICE, ARE
AND SHALL REMAIN THE PROPERTY OF POWDER RIVER DEVELOPMENT
SERVICES, LLC WHETHER THE PROJECTS FOR WHICH THEY ARE MADE
ARE EXECUTED OR NOT. THESE DRAWINGS AND SPECIFICATIONS SHALL
NOT BE USED BY ANY PERSON OR ENTITY ON OTHER PROJECTS
WRHOUT PRIOR WRITTEN CONSENT OF THE ENGINEER.
SITE INFORMATION
T -MOBILE #: SE03858A
ATC #: 414339
18800 ORILLIA RD S.
TUKWILA, WA
98188
SHEET TITLE:
TITLE SHEET
SHEET NUMBER:
T-1
GENERAL NOTES
1. THE CONTRACTOR'S SCOPE OF WORK SHALL INCLUDE ALL ITEMS
DEFINED IN THE CONTRACT DOCUMENTS. THE CONTRACT DOCUMENTS
INCLUDE, BUT ARE NOT LIMITED T0, THE FOLLOWING: THE CONTRACT,
SPECIFICATIONS AND CONSTRUCTION DRAWINGS.
2. ALL EQUIPMENT SUPPLIED BY THE OWNER SHALL BE PICKED UP BY
THE CONTRACTOR AT THE APPROPRIATE WAREHOUSE.
3. THE CONTRACTOR I5 RESPONSIBLE FOR COORDINATING ALL WORK.
4. THE CONTRACTOR SHALL PROVIDE ON-SITE SUPERVISION AT ALL TIMES
WHILE THE WORK IS BEING PERFORMED AND SHALL DIRECT ALL WORK,
USING HIS BEST SKILL AND ATTENTION. HE SHALL BE SOLELY
RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, TECHNIQUES,
PROCEDURES AND SEQUENCES FOR COORDINATING ALL PORTIONS OF THE
WORK UNDER THE CONTRACT.
5. THE CONTRACTOR SHALL VISIT THE JOB SITE TO REVIEW THE SCOPE
OF WORK AND EXISTING JOB SITE CONDITIONS INCLUDING, BUT NOT
LIMITED T0, MECHANICAL, ELECTRICAL SERVICE AND OVERALL
COORDINATION. THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS
AND DIMENSIONS PRIOR TO SUBMITTING HIS BID. ANY DISCREPANCIES,
CONFLICTS OR OMISSIONS, ETC., SHALL BE REPORTED TO THE T -MOBILE
CONSTRUCTION SUPERVISOR BEFORE PROCEEDING WITH THE WORK.
6. THE CONTRACTOR SHALL PROTECT ALL AREAS FROM DAMAGE WHICH
MAY OCCUR DURING CONSTRUCTION. ANY DAMAGE TO NEW AND EXISTING
CONSTRUCTION, STRUCTURE, LANDSCAPING OR EQUIPMENT SHALL BE
IMMEDIATELY REPAIRED OR REPLACED TO THE SATISFACTION OF THE
TENANT, BUILDING OWNER OR OWNER'S REPRESENTATIVE AT THE
EXPENSE OF THE CONTRACTOR.
7. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE ALL
EXISTING UTILITIES, WHETHER SHOWN HEREON OR NOT, AND TO PROTECT
THEM FROM DAMAGE. THE CONTRACTOR SHALL BEAR ALL EXPENSES FOR
REPAIR OR REPLACEMENT OF UTILITIES OR OTHER PROPERTY DAMAGED IN
CONJUNCTION WITH THE EXECUTION OF WORK.
8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COMPLETE
SECURITY OF THE SITE WHILE THE JOB I5 IN PROGRESS AND UNTIL THE
JOB IS COMPLETED.
9. THE CONTRACTOR SHALL PROVIDE TEMPORARY WATER, POWER AND
TOILET FACILITIES AS REQUIRED BY THE CITY OR GOVERNING AGENCY.
10. THE CONTRACTOR AND ALL SUBORDINATE CONTRACTORS SHALL
COMPLY WITH ALL LOCAL AND STATE REGULATIONS.
11. THE CONTRACTOR SHALL OBTAIN AND PAY FOR PERMITS, LICENSES
AND INSPECTIONS NECESSARY FOR PERFORMANCE OF THE WORK AND
INCLUDE THOSE IN THE COST OF THE WORK TO T -MOBILE.
12. FIGURED DIMENSIONS HAVE PRECEDENCE OVER DRAWING SCALE, AND
DETAIL DRAWINGS HAVE PRECEDENCE OVER SMALL DRAWINGS. CHECK
ACCURACY OF ALL DIMENSIONS IN THE FIELD. UNLESS SPECIFICALLY
NOTED, DO NOT FABRICATE ANY MATERIALS OFF SITE, NOR DO ANY
CONSTRUCTION UNTIL THE ACCURACY OF DRAWING DIMENSIONS
HAVE BEEN VERIFIED AGAINST ACTUAL FIELD DIMENSIONS.
13. THE CONTRACTOR SHALL NOTIFY THE T -MOBILE CONSTRUCTION
SUPERVISOR OF ANY CONFLICTS OR DISCREPANCIES IN THE CONTRACT
DOCUMENTS OR FIELD CONDITIONS PRIOR TO EXECUTING THE WORK IN
QUESTION.
14. THE CONTRACTOR SHALL NOTIFY THE T -MOBILE CONSTRUCTION
SUPERVISOR IF DETAILS ARE CONSIDERED UNSOUND, UNSAFE, NOT
WATERPROOF, OR NOT WITHIN CUSTOMARY TRADE PRACTICE. IF WORK IS
PERFORMED, IT WILL BE ASSUMED THAT THERE IS NO OBJECTION TO THE
DETAIL. DETAILS ARE INTENDED TO SHOW THE END RESULT OF THE
DESIGN. MINOR MODIFICATIONS MAY BE REQUIRED TO SUIT JOB
CONDITIONS, AND SHALL BE INCLUDED AS PART OF THE WORK.
15. EXISTING ELEVATIONS AND LOCATIONS TO BE JOINED SHALL BE
VERIFIED BY THE CONTRACTOR BEFORE CONSTRUCTION. IF THEY DIFFER
FROM THOSE SHOWN ON THE PLANS, THE CONTRACTOR SHALL NOTIFY
THE T -MOBILE CONSTRUCTION SUPERVISOR 50 THAT MODIFICATIONS
CAN BE MADE BEFORE PROCEEDING WITH THE WORK.
16. ALL SYMBOLS AND ABBREVIATIONS USED ON THE DRAWINGS ARE
CONSIDERED CONSTRUCTION STANDARDS. IF THE CONTRACTOR HAS
QUESTIONS REGARDING THEIR EXACT MEANING, THE T -MOBILE
CONSTRUCTION SUPERVISOR SHALL BE NOTIFIED FOR CLARIFICATION
BEFORE PROCEEDING WITH THE WORK.
17. THE CONTRACTOR SHALL PROVIDE ALL NECESSARY BLOCKING,
BACKING, FRAMING, HANGERS OR OTHER SUPPORT FOR ALL OTHER ITEMS
REQUIRING THE SAME.
18. CITY APPROVED PLANS SHALL BE KEPT IN A PLAN BOX ANDSHALL
5 LL
NOT BE USED BY WORKMEN. ALL CONSTRUCTION SETS SHALL REFLECT
SAME INFORMATION. AT ALL TIMES THESE ARE TO BE UNDER THE CARE
OF THE JOB SUPERINTENDENT.
19. DESIGN DRAWINGS ARE DIAGRAMMATIC ONLY AND SHALL BE
FOLLOWED AS CLOSELY AS ACTUAL CONSTRUCTION CONDITIONS WILL
PERMIT. ANY ERROR, OMISSION, OR DESIGN DISCREPANCY SHALL BE
BROUGHT TO THE ATTENTION OF THE T -MOBILE CONSTRUCTION
SUPERVISOR FOR CLARIFICATION OR CORRECTION BEFORE CONSTRUCTION.
20. AS -GUILTS REQUIREMENTS: DO NOT USE RECORD DOCUMENTS FOR
CONSTRUCTION PURPOSES. PROTECT RECORD DOCUMENTS FROM
DETERIORATION AND LOSS IN A SECURE, FIRE-RESISTANT LOCATION.
PROVIDE ACCESS TO RECORD DOCUMENTS FOR THE T -MOBILE
CONSTRUCTION SUPERVISOR'S REFERENCE DURING NORMAL WORKING
HOURS. MAINTAIN A CLEAN, UNDAMAGED SET OF BLUE OR BLACK LINE
PRINTS OF CONTRACT DRAWINGS AND SHOP DRAWINGS. MARK THE SET TO
SHOW THE ACTUAL INSTALLATION WHERE THE INSTALLATION VARIES
SUBSTANTIALLY FROM THE WORK AS ORIGINALLY SHOWN. MARK WHICH
DRAWINGS IS MOST CAPABLE OF SHOWING CONDITIONS FULLY AND
ACCURATELY. WHERE SHOP DRAWINGS ARE USED, RECORD A
CROSS-REFERENCE AT THE CORRESPONDING LOCATION ON THE CONTRACT
DRAWINGS. GIVE PARTICULAR ATTENTION TO CONCEALED ELEMENTS THAT
WOULD BE DIFFICULT TO MEASURE AND RECORD AT A LATER DATE. MARK
RECORD SETS WITH RED ERASABLE PENCIL. USE OTHER COLORS TO
DISTINGUISH BETWEEN VARIATIONS IN SEPARATE CATEGORIES OF THE
WORK. MARK NEW INFORMATION THAT IS IMPORTANT TO THE OWNER BUT
WAS NOT SHOWN ON THE CONTRACT DRAWINGS, DETAILS OR SHOP
DRAWINGS. NOTE RELATED CHANGE ORDER NUMBERS WHERE APPLICABLE.
NOTE RELATED RECORD DRAWING INFORMATION AND PRODUCT DATA. UPON
COMPLETION OF THE WORK, SUBMIT ONE (1) COMPLETE SET OF RECORD
DOCUMENTS TO THE T -MOBILE CONSTRUCTION SUPERVISOR FOR THE
OWNER'S RECORDS.
PART 1: GENERAL
1.1 SCOPE: CLEARING, GRUBBING, STRIPPING, EROSION
CONTROL, SURVEY, LAYOUT, SUB GRADE PREPARATION,
FINISH GRADING AND SECURITY FENCE, AS REQUIRED BY
CONSTRUCTION DRAWINGS AND DETAIL DRAWINGS.
1.2 REFERENCES
A. DEPARTMENT OF TRANSPORTATION CONSTRUCTION
AND MATERIAL SPECIFICATIONS FOR THE STATE IN WHICH
THE PROJECT I5 LOCATED
B. ASTM (AMERICAN SOCIETY FOR TESTING AND
MATERIALS)
C. OSHA (OCCUPATIONAL SAFETY AND HEALTH
ADMINISTRATION)
D. AASHTO (AMERICAN ASSOCIATION OF STATE
HIGHWAY TRANSPORTATION OFFICIALS)
1 3 INSPECTION AND TESTING
A. FIELD TESTING OF EARTHWORK, AGGREGATE BASE
COURSE, COMPACTION, AND CONCRETE TESTING SHALL BE
PERFORMED BY THE CONTRACTOR'S INDEPENDENT TESTING
LAB.
B. ALL WORK SHALL BE INSPECTED AND RELEASED BY
THE T -MOBILE CONSTRUCTION SUPERVISOR WHO SHALL
CARRY OUT THE GENERAL INSPECTION OF THE WORK WITH
SPECIFIC CONCERN TO PROPER PERFORMANCE OF THE
WORK AS SPECIFIED AND/OR CALLED FOR ON THE
DRAWINGS. IT I5 THE CONTRACTOR'S RESPONSIBILITY TO
REQUEST TIMELY INSPECTIONS PRIOR TO PROCEEDING WITH
FURTHER WORK THAT WOULD MAKE PARTS OF THE WORK
INACCESSIBLE OR DIFFICULT TO INSPECT.
1.4 SITE MAINTENANCE AND PROTECTION
A. PROVIDE ALL NECESSARY JOB SITE MAINTENANCE
FROM COMMENCEMENT OF THE WORK UNTIL COMPLETION
OF THE CONTRACT.
B. CONTACT THE ONE -CALL UTILITY LOCATION SERVICE
PRIOR TO ANY EXCAVATING ACTIVITIES TO HAVE LOCATIONS
OF UNDERGROUND UTILITIES VERIFIED.
C. AVOID DAMAGE TO THE SITE INCLUDING EXISTING
FACILITIES, STRUCTURES, TREES AND SHRUBS DESIGNATED
TO REMAIN. TAKE PROTECTIVE MEASURES TO PREVENT
EXISTING FACSIMILES THAT ARE NOT DESIGNATED FOR
REMOVAL FROM BEING DAMAGED BY THE WORK.
D. KEEP SITE FREE OF ALL PONDING WATER.
E. PROVIDE EROSION CONTROL MEASURES IN
ACCORDANCE WITH THE DEPARTMENT OF TRANSPORTATION
CONSTRUCTION AND MATERIAL SPECIFICATIONS FOR THE
STATE IN WHICH THE PROJECT IS LOCATED.
F. PROVIDE AND MAINTAIN ALL TEMPORARY FENCING,
BARRICADES, WARNING SIGNALS AND SIMILAR DEVICES
NECESSARY TO PROTECT LIFE AND PROPERTY DURING THE
ENTIRE PERIOD OF CONSTRUCTION. REMOVE ALL SUCH
DEVICES UPON COMPLETION OF THE WORK.
PART II: PRODUCTS
2.1 SUITABLE BACK FILL: EXCAVATED INORGANIC MATERIAL,
COHESIVE AND NON -COHESIVE MATERIALS, INCLUDING
GRAVEL, SAND, INORGANIC LEAN CLAY, GRAVEL SILT, GRAVEL
CLAY, SAND CLAY, SAND SILT OR SILT CLAY MATERIAL FREE
FROM FROZEN LUMPS, REFUSE, STONES OR ROCKS LARGER
THAN 3 -INCHES IN ANY DIMENSION OR OTHER MATERIAL
THAT MAY MAKE THE INORGANIC MATERIAL UNSUITABLE FOR
BACKFILL OR FILL MATERIAL AS DETERMINED BY THE
T -MOBILE CONSTRUCTION SUPERVISOR AND GEOTECHNICAL
ENGINEER.
2.2 UNSUITABLE MATERIALS: TOP SOIL, HIGH AND
MODERATELY PLASTIC SILTS AND CLAY, MATERIAL CONTAINING REFUSE, FROZEN
LUMPS, DEMOLISHED BITUMINOUS MATERIAL, VEGETATIVE MATTER, WOOD,
STONES IN EXCESS OF 3 -INCHES IN ANY DIMENSION AND DEBRIS AS
DETERMINED BY THE CONSTRUCTION SUPERVISOR AND T -MOBILE
GEOTECHNICAL ENGINEER. TYPICALLY, THESE WILL BE SOILS CLASSIFIED
AS PT, MH, CH, OH, ML OR OL.
2.3 GEOTEXTILE FABRIC' MIRAFI 500X OR APPROVED EQUIVALENT
2.4 PLASTIC MARKING TAPE: SHALL BE ACID- AND ALKALI -RESISTANT
POLYETHYLENE FILM, SPECIFICALLY MANUFACTURED FOR MARKING AND
LOCATING UNDERGROUND UTILITIES, 6 -INCHES WIDE WITH A MINIMUM
THICKNESS OF 0.004 -INCH. TAPE SHALL HAVE MINIMUM STRENGTH OF 1500
PSI IN BOTH DIRECTIONS AND MANUFACTURED WITH INTEGRAL WIRES,FOIL
BACKING OR OTHER MEANS TO ENABLE DETECTION BY A METAL DETECTOR
WHEN BURIED UP TO 3 FEET DEEP. THE METALLIC CORE OF THE TAPE SHALL
BE ENCASED IN A PROTECTIVE JACKET OR PROVIDED WITH OTHER MEANS TO
PROTECT IT FROM CORROSION. TAPE COLOR SHALL BE RED FOR ELECTRIC
UTILITIES AND ORANGE FOR TELECOMMUNICATION UTILITIES.
2.5 SECURITY FENCE
A. PROVIDE AND INSTALL THE GALVANIZED FENCE WITH ASSOCIATED
POSTS, RAILS, BRACES, FABRIC, TERMINAL POST, GATES, DROP BAR AND
BARBED WIRE. USE APPLICABLE PROVISIONS OF ASTM FOR MATERIALS.
B. FABRIC SHALL BE HEAVY GALVANIZED CHAIN LINK FENCE,
CONFORMING TO ASTM A392 2 -INCH MESH 9 GAUGE WIRE (0.148 INCHES
IN DIAMETER) WITH THE TOP AND BOTTOM SELVAGES TWISTED AND BARBED.
C. POSTS
1. LINE POST FOR FABRIC UP TO 8 FEET HIGH SHALL BE 2-3/8 INCH 0.0.
2. END CORNER, PULL POST AND GATE POST SHALL BE 2-7/8 INCH 0.0.
ALL POSTS SHALL BE SCHEDULE 40 GALVANIZED STEEL PIPE IN ACCORDANCE WITH
FOR FENCE FEET HIGH,SIZE POST ACCORDING
ASTM .1 A 1 A570 AND A525 R OVER 8
2D
TO MANUFACTURER'S RECOMMENDATIONS.
D. TOP RAILS SHALL CONFORM TO 1-1/4 INCH (1.66 INCH 0.0.), SCHEDULE 40
GALVANIZED STEEL PIPE IN ACCORDANCE WITH ASTM4 Al2D.
E. TENSION WIRE SHALL BE 7 GAUGE U.S. STEEL WIRE GALVANIZED IN ACCORDANCE
WITH ASTM 5116, COATING CLASS III.
F. BRACE BANDS, TENSION BANDS AND TENSION BARS SHALL BE FABRICATED OF
1/8 INCH BY 7/B INCH GALVANIZED STEEL WITH GALVANIZED STEEL CARRIAGE BOLTS
AND NUTS IN ACCORDANCE WITH ASTM4 A123. TENSION BARS SHALL BE 1/4 INCH BY
3/4 INCH GALVANIZED STEEL BAR IN ACCORDANCE WITH ASTM A153.
G. FABRIC TIES SHALL BE CLASS I GALVANIZED STEEL WIRE NO LESS THAN 9
GAUGE.
H. POST TOPS SHALL BE PRESSED STEEL OR MALLEABLE IRON AND SHALL BE
GALVANIZED PER ASTM A15J.
I. BARBED WIRE SHALL CONSIST OF DOUBLE STRANDED 12 1/2 GAUGE WIRE ASTM
A121, CLASS 3 WITH 4 -POINT BARBS SPACED 5 INCHES APART. THE TOP 1 FOOT
OF THE FENCE SHALL CONSIST OF 3 STRANDS OF BARBED WIRE ATTACHED TO 45
DEGREE ANGLE, HEAVY -PRESSED ARMS CAPABLE OF WITHSTANDING WITHOUT FAILURE
250 POUNDS DOWNWARD PULL AT THE OUTERMOST END OF THE ARM
J. GATE MATERIALS, SUCH AS FABRIC, BOLTS, NUTS, TENSION BARS AND BARBED
WIRE SHALL BE CONSISTENT WITH FENCE MATERIALS.
PART III: EXECUTION
3.1 GENERAL
A. BEFORE STARTING GENERAL SITE PREPARATION ACTIVITIES, INSTALL EROSION AND
SEDIMENT CONTROL MEASURES. THE WORK AREA SHALL BE CONSTRUCTED
AND MAINTAINED IN SUCH CONDITION THAT IN THE EVENT OF RAIN THE SITE WILL BE
WELL DRAINED AT ALL TIMES.
8. PERFORM ALL SURVEY, LAYOUT, STAKING AND MARKING TO ESTABLISH AND
MAINTAIN ALL LINES, GRADES, ELEVATIONS AND BENCHMARKS NEEDED FOR EXECUTION
OF THE WORK.
C. CLEAR AND GRUB THE AREA WITHIN THE LIMITS OF THE SITE AND ONLY THE
IMMEDIATE SURROUNDINGS NECESSARY TO COMPLETE THE WORK. REMOVE
TREES, BRUSH, STUMPS, RUBBISH AND OTHER DEBRIS AND VEGETATION RESTING ON
OR PROTRUDING THROUGH THE SURFACE OF THE SITE AREA TO BE CLEARED AND
GRUBBED.
1. REMOVE THE FOLLOWING MATERIALS TO A DEPTH OF NO LESS THAN 12 -INCHES
BELOW THE ORIGINAL GROUND SURFACE: ROOTS, STUMPS AND OTHER DEBRIS, BRUSH
AND REFUSE EMBEDDED IN OR PROTRUDING THROUGH THE GROUND SURFACE. RAKE,
DISK OR PLOW THE AREA TO A DEPTH F NO LESS THAN 6 -INCHES ANDREMOVE
0 E E
UP TO A DEPTH OF 12 -INCHES All ROOTS AND OTHER DEBRIS THEREBY EXPOSED.
2. REMOVE TOPSOIL MATERIALS COMPLETELY FROM THE SURFACE UNTIL THE SOIL
NO LONGER MEETS THE DEFINITION OF TOPSOIL. AVOID MIXING TOPSOIL WITH
SUBSOIL OR OTHER EXCAVATED MATERIALS. TOPSOIL SHALL BE STOCKPILED
E L LED
SEPARATELY FOR REUSE, AS DIRECTED BY THE CONSTRUCTION SUPERVISOR.
EXCEPT WHERE EXCAVATION TO GREATER DEPTH IS INDICATED
3.EATE FILL
DEPRESSIONS RESULTING FROM CLEARING, GRUBBING AND DEMOLITION
COMPLETELY WITH SUITABLE FILL.
D. REMOVE FROM THE SITE AND DISPOSE IN AN AUTHORIZED LANDFILL All DEBRIS
RESULTING FROM CLEARING AND GRUBBING OPERATIONS. BURNING IS NOT PERMITTED.
E. PRIOR TO EXCAVATING, THOROUGHLY EXAMINE THE AREA TO BE EXCAVATED
AND/OR TRENCHED TO VERIFY THE LOCATIONS OF FEATURES INDICATED ON THE
DRAWINGS, AND ASCERTAIN THE EXISTENCE AND LOCATION OF ANY STRUCTURE,
UNDERGROUND STRUCTURE, CULVERT, STREAM CROSSING OR OTHER ITEM NOT SHOWN
THAT MIGHT AFFECT OR INTERFERE WITH THE NEW CONSTRUCTION. NOTIFY THE
T -MOBILE CONSTRUCTION SUPERVISOR OF ANY OBSTRUCTIONS THAT WILL PREVENT
ACCOMPLISHMENT OF THE WORK AS INDICATED ON THE DRAWINGS.
F. SEPARATE AND STOCKPILE All EXCAVATED MATERIALS SUITABLE FOR BACK FILL.
ALL EXCESS EXCAVATED AND UNSUITABLE MATERIALS SHALL BE DISPOSED OF IN AN
AREA DESIGNATED BY THE T -MOBILE CONSTRUCTION SUPERVISOR. (UNSUITABLE
MATERIAL MAY BE REQUIRED TO BE REMOVED FROM THE SITE.)
3.2 STRUCTURAL EXCAVATION
A. FOUNDATION EXCAVATIONS SHALL BE CUT TO FIRM MATERIAL HAVING A SAFE
BEARING VALUE OF 3000 PSF AND SHALL BE FREE OF ALL LOOSE AND WET
MATERIALS. IF THE BOTTOM OF THE EXCAVATION IS NOT FIRM AND STABLE,
OVER -EXCAVATE AN ADDITIONAL 12 INCHES, COMPACT SUB -GRADE AND FILL WITH 12
INCHES OF SELECT STRUCTURAL FILL.
B. AFTER EXCAVATION, THE EXPOSED SOILS SHALL BE INSPECTED AND TESTED AND
ANY UNSUITABLE DEPOSITS REMOVED AS DIRECTED TO REACH SUITABLE BEARING SOIL
ALL OVER -EXCAVATED AREAS SHALL. BE BACK FILLED WITH SELECT STRUCTURAL FILL
OR WITH LEAN CONCRETE FILL TO THE ELEVATION OF THE BOTTOM OF FOOTING OR
FOUNDATION AS INDICATED ON THE DRAWINGS.
C. PRIOR TO PLACEMENT OF CONC. FOUNDATIONS, THE SURFACE ON WHICH THE
CONCRETE IS TO 8E PLACED SHALL. BE COMPACTED TO A MINIMUM OF 95% OF THE
MODIFIED PROCTOR DENSITY BY THE MODIFIED PROCTOR TEST, ASTM4 D1557.
D. NO FOUNDATIONS OR STRUCTURES SHALL BE CONSTRUCTED UNTIL THE BASE
MATERIALS HAVE BEEN INSPECTED BY THE T -MOBILE CONSTRUCTION SUPERVISOR.
3.3 STRUCTURAL FILL: All COMPACTED FILL SHALL BE PLACED IN LAYERS NOT
EXCEEDING A LOOSE THICKNESS AND COMPACTED TO A MINIMUM DENSITY OF 95%
OF THE MODIFIED PROCTOR DENSITY OBTAINED IN ACCORDANCE WITH ASTM4 D-1557.
3.4 BACK FILL AS SOON AS PRACTICAL AFTER COMPLETING CONSTRUCTION OF THE
RELATED STRUCTURE, INCLUDING EXPIRATION OF THE SPECIFIED MINIMUM CURING
PERIOD FOR CAST -IN-PLACE CONCRETE, BACKFILL THE EXCAVATION WITH APPROVED
MATERIAL TO RESTORE THE REQUIRED FINISH GRADE.
1. PRIOR TO PLACING BACKFILL AROUND STRUCTURES, ALL FORMS SHALL HAVE BEEN
REMOVED AND THE EXCAVATION CLEANED OF ALL TRASH, DEBRIS AND UNSUITABLE MATERIALS.
2. BACK FILL BY PLACING AND COMPACTING SUITABLE BACKFILL MATERIAL OR SELECT
GRANULAR BACKFILL MATERIAL, WHEN REQUIRED, IN UNIFORM HORIZONTAL LAYERS OF NO
GREATER THAN 8 -INCH LOOSE THICKNESS. WHERE HAND -OPERATED COMPACTORS ARE USED,
THE FILL MATERIALS SHALL BE PLACED IN LIFTS NOT TO EXCEED FOUR INCHES IN LOOSE
DEPTH.
3. WHENEVER THE DENSITY TESTS INDICATE THAT THE CONTRACTOR HAS NOT OBTAINED THE
SPECIFIED DENSITY, THE SUCCEEDING LAYER SHALL NOT BE PLACED UNTIL THE
SPECIFICATION REQUIREMENTS ARE MET UNLESS OTHERWISE AUTHORIZED BY THE GEOTECHNICAL
ENGINEER. THE CONTRACTOR SHALL TAKE WHATEVER APPROPRIATE ACTION IS NECESSARY,
SUCH AS DISKING AND DRYING, ADDING WATER OR INCREASING THE COMPACTIVE EFFORT.
B. THOROUGHLY COMPACT EACH LAYER OF BACKFILL TO A MINIMUM OF 90% OF THE
MAXIMUM DRY DENSITY AS PROVIDED BY THE MODIFIED PROCTOR TEST C. DO NOT PLACE
UNTIL THE CONCRETE HAS CURED FOR AT LEAST 7 DAYS OR COMPRESSIVE STRENGTH
TESTS INDICATE THAT THE CONCRETE HAS ACHIEVED MORE THAN BOX OF ITS SPECIFIED
28 DAY COMPRESSIVE STRENGTH.
3.5 TRENCH EXCAVATION
A. UTILITY TRENCHES SHALL BE EXCAVATED TO THE LINES AND GRADES SHOWN ON THE
DRAWINGS OR AS DIRECTED BY THE T -MOBILE CONSTRUCTION SUPERVISOR. PROVIDE SHORING,
SHEETING AND BRACING AS REQUIRED TO PREVENT CAVING OR SLOUGHING OF THE TRENCH
WAILS.
B. THE TRENCH WIDTH EXTENDS A MINIMUM OF 6 INCHES BEYOND EACH OUTSIDE EDGE OF
THE CONDUIT OR OUTERMOST CONDUIT, WHICHEVER IS APPLICABLE.
C. WHEN SOFT, YIELDING OR OTHERWISE UNSTABLE SOIL CONDITIONS ARE ENCOUNTERED AT
THE REQUIRED TRENCH BOTTOM ELEVATION, OVER -EXCAVATE THE TRENCH TO A DEPTH OF NO
LESS THAN 12 INCHES BELOW THE REQUIRED ELEVATION AND BACKFILL WITH GRANULAR
BEDDING MATERIAL.
3.6 TRENCH BACK FILL
A. PROVIDE GRANULAR BEDDING MATERIAL IN ACCORDANCE WITH THE SPECIFICATIONS,
DRAWINGS AND THE UTILITY REQUIREMENTS.
B. NOTIFY THE T -MOBILE CONSTRUCTION SUPERVISOR 24 HOURS IN ADVANCE OF BACK
FILLING
C. CONDUCT UTILITY CHECK TESTS BEFORE BACK FILLING BACK FILL AND COMPACT
TRENCH BEFORE ACCEPTANCE TESTING.
D. PLACE GRANULAR TRENCH BACKFILL UNIFORMLY ON BOTH SIDES OF THE CONDUITS IN
6 -INCH UNCOMPACTED LIFTS UNTIL 12 INCHES OVER THE CONDUITS. SOLIDLY RAM AND TAMP
BACKFILL INTO SPACES AROUND THE CONDUITS.
E. PROTECT CONDUIT FROM LATERAL MOVEMENT, DAMAGE FROM IMPACT OR UNBALANCED
LOADING.
F. ABOVE THE CONDUIT EMBEDMENT ZONE, PLACE AND COMPACT SATISFACTORY BACKFILL
MATERIAL IN 9 -INCH MAXIMUM LOOSE THICKNESS LIFTS TO RESTORE THE REQUIRED FINISHED
SURFACE GRADE.
G. COMPACT FINAL TRENCH BACKFILL TO A DENSITY EQUAL TO OR GREATER THAN THAT OF
THE EXISTING UNDISTURBED MATERIAL IMMEDIATELY ADJACENT TO THE TRENCH BUT NO LESS
THAN A MINIMUM OF 95% OF THE MAXIMUM DRY DENSITY A5 PROVIDED BY THE MODIFIED
PROCTOR TEST, ASTM D1557
3.7 AGGREGATE ACCESS ROAD AND SITE
A. CLEAR, GRUB, STRIP AND EXCAVATE FOR THE ACCESS ROAD AND TOWER COMPOUND TO
THE LINES AND GRADES INDICATED ON THE DRAWINGS. SCARIFY TO A DEPTH OF 6 INCHES AND
PROOF -ROLL ALL HOLES, RUTS, SOFT PLACES AND OTHER DEFECTS SHALL BE CORRECTED.
B. THE ENTIRE SUB GRADE SHALL BE COMPACTED TO NOT LESS THAN 95:2:03 THE
MAXIMUM DRY DENSITY AS PROVIDED BY THE MODIFIED PROCTOR TEST, ASTM D 1557.
C. AFTER PREPARATION OF THE SUB GRADE IS COMPLETED, THE GEOTEXTILE FABRIC SHALL
BE INSTALLED TO THE LIMITS INDICATED ON THE DRAWINGS BY ROLLING THE FABRIC OUT
LONGITUDINALLY ALONG THE ROADWAY OR SITE. THE FABRIC SHALL NOT BE DRAGGED ACROSS
THE SUB GRADE PLACE THE ENTIRE ROLL IN A SINGLE OPERATION, ROLLING THE MATERIAL AS
SMOOTHLY AS POSSIBLE.
1. OVERLAPS PARALLEL TO THE ROADWAY AND SITE WILL BE PERMITTED AT THE CENTERLINE
AND AT LOCATIONS BEYOND THE ROADWAY OR SITE SURFACE WIDTH (I.E., WITHIN THE
SHOULDER WIDTH) ONLY. NO LONGITUDINAL OVERLAPS SHALL BE LOCATED BETWEEN THE
CENTERLINE AND THE SHOULDER. PARALLEL OVERLAPS SHALL BE A MINIMUM OF 3 FEET WIDE.
2. TRANSVERSE (PERPENDICULAR TO THE ROADWAY) OVERLAPS AT THE END OF A ROLL
SHALL OVERLAP IN THE DIRECTION OF THE AGGREGATE PLACEMENT (PREVIOUS ROLL ON TOP)
AND SHALL HAVE A MINIMUM LENGTH OF 3 FEET.
3. ALL OVERLAPS SHALL. BE PINNED WITH STAPLES OR NAILS BETWEEN 10 AND 12 INCHES
LONG TO INSURE STABLE POSITIONING DURING PLACEMENT OF AGGREGATE. PIN LONGITUDINAL
SEAMS AT 25 -FOOT CENTERS AND TRANSVERSE SEAMS EVERY 5 FEET ON CENTER.
D. THE AGGREGATE SUB BASE, BASE AND SURFACE COURSES SHALL BE CONSTRUCTED IN
LAYERS NOT MORE THAN 4 INCHES (COMPACTED) THICKNESS. AGGREGATE TO BE PLACED ON
GEOTEXTI LE FABRIC SHALL BE END -DUMPED ON THE FABRIC FROM THE FREEF THE
END 0 T E
FABRIC OR OVER PREVIOUSLY PLACED AGGREGATE. AT NO TIME SHALL EQUIPMENT, EITHER
DUMPING THE AGGREGATE OR GRADING THE AGGREGATE BE PERMITTED ON THE ROADWAY OR
COMPOUND WITH LESS THAN 8 INCHES OF MATERIAL COVERING THE FABRIC.
E. THE AGGREGATE SUB BASE AND BASE SHALL BE IMMEDIATELY COMPACTED TO NOT LESS
THAN 95% OF THE MAXIMUM DRY DENSITY AS PROVIDED BY THE MODIFIED PROCTOR TEST,
ASTM4 D 1557.
3.8 FINISH GRADING
A. PERFORM ALL FINISHED GRADING TO PROVIDE SMOOTH, EVEN SURFACE AND SUBSURFACE
DRAINAGE OF THE ENTIRE AREA WITHIN THE LIMITS OF CONSTRUCTION. GRADING SHALL BE
COMPATIBLE WITH ALL SURROUNDING TOPOGRAPHY AND STRUCTURES.
8. UTILIZE SATISFACTORY FILL MATERIALS RESULTING FROM THE EXCAVATION WORK IN THE
CONSTRUCTION OF FILLS, EMBANKMENTS AND FOR THE REPLACEMENT OF REMOVED UNSUITABLE
MATERIALS.
C. REPAIR All ACCESS ROADS AND SURROUNDING AREAS USED DURING THE COURSE OF
THIS WORK TO THEIR ORIGINAL CONDITION.
3.9 SECURITY FENCE
A. THE BOTTOM OF THE FENCE SHALL BE 2 INCHES BELOW THE TOP OF THE COMPOUND
GRAVEL IF THE SITE CROSSES FEATURES SUCH AS DRAINAGE DITCHES, ETC., THE FENCE
SHALL SPAN THE DEPRESSION. CLOSE THE SPACE BELOW THE BOTTOM OF THE FENCE WITH
EXTRA FENCE FABRIC OR BARBED WIRE AS DIRECTED BY THE T -MOBILE CONSTRUCTION
SUPERVISOR. PRIOR TO PLACING COMPONENTS SUCH AS FABRIC, RAILS, TENSION WIRE AND
GATES, ENSURE THAT THE CONCRETE POST FOUNDATION HAS REACHED AT LEAST 75% OF ITS
DESIGN STRENGTH OR HAS CURED A MINIMUM OF 7 DAYS AFTER SETTING THE POST.
B. FURNISH GATES WITH NECESSARY FITTINGS AND HARDWARE. HINGES SHALL ALLOW SWING
GATES TO SWING 180 DEGREES. PLUNGER BARS SHALL HAVE TOP, BOTTOM AND MIDDLE
LOCKING POINTS WITH THE MIDDLE POINT ARRANGED FOR PADLOCKING. GATES SHALL HAVE
KEEPERS ON EACH LEAF THA e OMATICALLY WHEN THE GATE IS SWUNG OPEN.
1 N.•)9p11 1A,. IN SHE FIELD WITH METHODS AND TECHNIQUES AS
RERlEVII�:,i .. YV N,. 41 D R.
CODE COMPLIANCE
APPROVED F RECEIVFID
CITY OF TUKWILA
jUN222011
PERMIT CENTER
21117
City of Tukwila
BUILDING DIVISION
GENERAL NOTES
SCALE
NTS
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POWDER RIVER
Engineering Services, LLC
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THESE PLANS AND SPECIFICATIONS, AS INSTRUMENTS OF SERVICE. ARE
AND SHALL REMAIN THE PROPERTY OF POWDER RIVER DEVELOPMENT
SERVICES, LLC WHETHER THE PROJECTS FOR WHICH THEY ARE MADE
ARE EXECUTED OR NOT. THESE DRAWINGS AND SPECIFICATIONS SHALL
NOT BE USED BY ANY PERSON OR ENTITY ON OTHER PROJECTS
WITHOUT PRIOR WRITTEN CONSENT OF THE ENGINEER.
SITE INFORMATION
T -MOBILE #: SE03858A
ATC #: 414339
18800 ORILLIA RD S.
TUKWILA, WA
98188
SHEET TITLE:
GENERAL
NOTES
SHEET NUMBER:
GN -1
PROJECT SPECIFICATION 16000 (ELECTRICAL)
PART 1 GENERAL
1.1 SCOPE' THIS SPECIFICATION DESCRIBES THE MINIMUM REQUIREMENT FOR
INSTALLATION OF ALL ELECTRICAL SYSTEMS.
1.2 REFERENCES: THE PUBLICATIONS LISTED BELOW FORM PART OF THIS SPECIFICATION.
EACH PUBLICATION SHALL BE THE LATEST REVISION AND ADDENDUM IN EFFECT ON THE
DATE THIS SPECIFICATION IS ISSUED FOR CONSTRUCTION, UNLESS NOTED OTHERWISE.
EXCEPT AS MODIFIED BY THE REQUIREMENTS SPECIFIED HEREIN, OR THE DETAILS OF THE
DRAWINGS, WORK INCLUDED IN THIS SPECIFICATION SHALL CONFORM TO THE APPLICABLE
PROVISIONS OF THESE PUBLICATIONS.
A. ANSI (AMERICAN NATIONAL STANDARDS INSTITUTE)
B. NESC (NATIONAL ELECTRICAL SAFETY CODE), LATEST EDITION
C. NEC (NATIONAL ELECTRICAL CODE), LATEST EDITION
D. NFPA 70 (NATIONAL FIRE PROTECTION ASSOCIATION)
E. OSHA (OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION), INCLUDING ALL
APPLICABLE AMENDMENTS
F. U.L. (UNDERWRITERS LABORATORIES)
1.3 SYSTEM DESCRIPTION
A. DESIGN REQUIREMENTS: THE CONTRACTOR SHALL INSTALL UNDERGROUND ELECTRICAL
AND TELEPHONE CONDUITS AND CABLE AS SPECIFIED HEREIN AND AS SHOWN ON THE
DRAWINGS.
B. PERFORMANCE REQUIREMENTS: WHEN FINISHED, WORK SHALL BE IN A COMPLETE
AND UNDAMAGED STATE, AS REQUIRED IN THE CONTRACT DOCUMENTS.
PART II: PRODUCTS
2.1 GENERAL
A. ITEMSHA
FIRST-CLASS
S LL BE NEW AND SHALL BE INSTALLED ONLY IF IN
CONDITION.
B. SUBSTITUTIONS FOR MATERIAL WILL BE PERMITTED ONLY BY WRITTEN APPROVAL OF
THE T -MOBILE CONSTRUCTION SUPERVISOR.
2.2 MATERIALS: THE CONTRACTOR SHALL PROVIDE ALL MATERIAL EXCEPT AS SPECIFIED
IN THE CONTRACT DOCUMENTS. ALL MATERIAL SHALL BE APPROVED AND LISTED BY OR
BEAR THE U.L. LABEL, AND WILL COMPLY WITH ANSI, IEEE AND NEMA STANDARDS WHERE
APPLICABLE.
A. CONDUITS:
1. ALL UNDERGROUND CONDUIT SHALL BE SCHEDULE 40 PVC, SIZED AS SHOWN ON
THE CONSTRUCTION DRAWINGS.
2. ALL EXTERIOR ABOVEGROUND CONDUIT SHALL BE PER LOCAL CODE REQUIREMENTS.
3. ALL INTERIOR CONDUIT SHALL BE EMT WITH COMPRESSION -TYPE FITTINGS.
4. LIQUID -TIGHT FLEXIBLE METALLIC CONDUIT SHALL BE USED FOR OUTDOOR
LOCATIONS WHERE FLEXIBLE CONNECTION IS REQUIRED.
B. CABLES CONDUCTORS FOR GENERAL WIRING SHALL BE NEC STANDARD ANNEALED
COPPER WIRE WITH NEC 600 VOLT INSULATION.
1. #B AND LARGER -STRANDED TYPE, THHN OR THWN
2. #10 AND SMALLER -SOLID TYPE THHN OR THWN
3. CONDUCTORS IN CONDUIT IN OR ADJACENT TO HIGH HEAT SOURCE SHALL BE
TYPE XHHW
4. CONDUCTORS IN CONDUITS ABOVE ROOF, ON TOP OF ROOF OR INSIDE BUILT-UP
ROOFING MATERIAL SHALL BE TYPE XHHW
C. CONVENIENCE OUTLET, UNLESS NOTED OTHERWISE, SURFACE -MOUNTED OUTLETS
FOR EXTERIOR LOCATIONS SHALL BE FERALOY, CAD/ZINC ELECTROPLATED WITH THREADED
HUBS OR CONDUIT ENTRANCES DRILLED AND TAPPED. ALL COVERS SHALL BE
SELF-CLOSING AND GASKETED. SURFACE MOUNTED OUTLETS FOR INTERIOR LOCATIONS
SHALL BE GALVANIZED, PRESSED STEEL WITH COVER PLATE, SIERRA PLASTIC STYLE, IVORY
COLOR.
D. COAXIAL CABLE SUPPORTS 1. ALL WAVE GUIDE SUPPORTS SHALL BE
MANUFACTURED TO MEET ALL COAX MINIMUM BENDING REQUIREMENTS WAVE GUIDES, AND
B1587 FOR 6 WAVE GUIDES. SUPPORTS SHALL BE PROVIDED 3'-0" ON CENTERS.
PART III: EXECUTION
3.1 PREPARATION
A. BEFORE LAYING OUT WORK, EXERCISE PROPER PRECAUTION TO VERIFY EACH
MEASUREMENT.
B. USE EXTREME CAUTION BEFORE EXCAVATING IN EXISTING AREAS TO LOCATE
EXISTING UNDERGROUND SERVICES.
3.2 INSPECTION
A. A VISUAL CHECK OF ELECTRICAL AND TELEPHONE CABLES, CONDUITS AND OTHER
ITEMS SHALL BE MADE BY A T -MOBILE CONSTRUCTION SUPERVISOR BEFORE THESE ITEMS
ARE PERMANENTLY INSTALLED.
B. THE CONTRACTOR SHALL NOTIFY THE T -MOBILE CONSTRUCTION SUPERVISOR
24 HOURS PRIOR TO TRENCH BACK FILL
3.3 INSTALLATION
A. TRENCHING, BACK FILLING, BEDDING AND COMPACTING SHALL COMPLY WITH SITE
WORK SPECIFICATIONS.
B. DIG TRENCHES TO THE REQUIRED DEPTH AS SHOWN ON THE DRAWINGS WITHOUT
POCKETS OR DIPS. REMOVE LARGE STONES FROM THE BOTTOM OF THE TRENCH AND
FIRMLY TAMP LOOSE FILL IN THE BOTTOM BEFORE CONDUIT IS LAID.
C. INSTALL UNDERGROUND CONDUIT WITH A MINIMUM 3 -INCH TO 100 -FOOT SLOPE OR
TO A SLOPE SHOWN ON THE DRAWINGS.
D. UNLESS SHOWN OTHERWISE ON THE DRAWINGS, TERMINATE AND CAP ALL STUB -UPS
12 INCHES ABOVE FINISHED GRADE ELEVATION.
E. WHEREVER CONDUITS CROSS UNDER ROADWAYS, USE GALVANIZED RIGID STEEL
CONDUITS IN ALL CASES, EXTENDING 5 FEET BEYOND THE EDGE OF THE ROAD BED.
MINIMUM DEPTH FOR CONDUIT SHALL BE 4 FEET BELOW ROADWAY GRADE.
F. MARK UNDERGROUND CONDUITS WITH A 6 -INCH WIDE RED POLYETHYLENE TAPE
BURIED 6 INCHES UNDER THE SURFACE DIRECTLY OVER THE CONDUITS. MARK THE TAPE
THUS: CAUTION -BURIED ELECTRICAL CABLE.
G. FOR SEALING CONDUITS, USE ONLY NON -THERMOPLASTIC COMPOUNDS SUCH AS J.M.
DUXSEAL, OR AN APPROVED SUBSTITUTE. THE COMPOUND SHALL HAVE NO EFFECT ON
RUBBER OR RUBBER -LIKE INSULATIONS, LEAD, ALUMINUM OR FERROUS ALLOYS; IT SHALL
BE INSOLUBLE IN WATER AND WITHSTAND MAXIMUM TEMPERATURE RANGES OF THE LOCALITY.
H. COAXIAL - REFER TO NOKIA ANTENNA AND COAXIAL CABLE INSULATION PROCEDURES.
I. ANTENNA - REFER TO NOKIA ANTENNA AND COAXIAL CABLE INSULATION PROCEDURES.
J. LNA/MHA - REFER TO NOKIA ANTENNA AND COAXIAL CABLE INSULATION PROCEDURES.
END OF ELECTRICAL SPECIFICATIONS
PROJECT SPECIFICATION 16670 (GROUNDING)
PART 1: GENERAL
1.1 SCOPE
A. THIS SPECIFICATION PRESCRIBES THE REQUIREMENTS FOR FURNISHING, INSTALLATION AND TESTING
OF THE GROUNDING CABLE, CONNECTORS AND ASSOCIATED COMPONENTS AS INDICATED ON THE DRAWINGS.
8. APPLICATIONS OF ELECTRICAL GROUNDING AND BONDING WORK SPECIFIED IN THIS SPECIFICATION
INCLUDE THE FOLLOWING:
1. FENCE AND GATE POSTS
2. ELECTRICAL POWER SYSTEMS
3. GROUNDING ELECTRODES
4. GROUND BUS BAR
5. SERVICE EQUIPMENT
6. ENCLOSURES
7. MONOPOLE/LATTICE TOWER
B. ICE BRIDGE
1.2 REFERENCES: THE PUBLICATIONS LISTED BELOW FORM PART OF THIS SPECIFICATION. EACH
PUBLICATION SHALL BE THE LATEST REVISION AND ADDENDUM IN EFFECT ON THE DATE THIS SPECIFICATION IS
ISSUED FOR CONSTRUCTION, UNLESS NOTED OTHERWISE. EXCEPT AS MODIFIED BY THE REQUIREMENTS
SPECIFIED HEREIN, OR THE DETAILS OF THE DRAWINGS, WORK INCLUDED IN THIS SPECIFICATION SHALL CONFORM
TO THE APPLICABLE PROVISIONS OF THESE PUBLICATIONS.
A. ANSI AMERICAN NATIONAL STANDARDS INSTITUTE)
B. IEEE INSTITUTE OF ELECTRICAL AND ELECTRONICS ENGINEERS)
C. NEC (NATIONAL ELECTRICAL CODE), LATEST EDITION
D. NEMA (NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION)
E. NESC (NATIONAL ELECTRICAL SAFETY CODE), LATEST EDITION
F. OSHA (OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION)
G. U.L. (UNDERWRITERS LABORATORIES)
H. APPLICABLE LOCAL CODES AND ORDINANCES
PART II' PRODUCTS
2.1 MATERIALS' EXCEPT AS OTHERWISE INDICATED, PROVIDE ELECTRICAL GROUNDING AND
BONDING SYSTEMS INDICATED; WITH ASSEMBLY OF MATERIAL, INCLUDING, BUT NOT LIMITED T0,
GROUNDING ELECTRODES, BONDING JUMPER AND ADDITIONAL ACCESSORIES NEEDED FOR A
COMPLETE INSTALLATION. WHERE MORE THAN ONE TYPE COMPONENT PRODUCT MEETS INDICATED
REQUIREMENTS, SELECTION IS INSTALLER'S OPTION. WHERE MATERIALS OR COMPONENTS ARE NOT
INDICATED, PROVIDE PRODUCTS WHICH COMPLY WITH NEC, U.L. AND IEEE REQUIREMENTS AND WITH
ESTABLISHED INDUSTRY STANDARDS FOR THOSE APPLICATIONS INDICATED.
A. GROUNDING
1. THE EQUIPMENT SHALL BE GROUNDED AS FOLLOWS, AS SHOWN ON THE DRAWINGS AND IN
COMPLIANCE WITH NEC ARTICLE 250 AND STATE AND LOCAL CODES.
2. GROUND RODS AND QUANTITY SHOWN ON THE DRAWINGS ARE DIAGRAMMATIC. THE CONTRACTOR
SHALL PERFORM A GROUND -RESISTANCE -TO -EARTH TEST. SHOULD THE INSTALLATION HAVE A
RESISTANCE OF 5 OHMS OR MORE, CONTRACTOR SHALL INSTALL MORE GROUND RODS AS
NECESSARY SO THAT THE OVERALL GROUND -TO -EARTH RESISTANCE IS LESS THAN 5 OHMS.
3. INSTALL ELECTRICAL GROUNDING AND BONDING SYSTEMS AS INDICATED, IN ACCORDANCE WITH
MANUFACTURER'S INSTRUCTIONS, NEC'S "STANDARD OF INSTALLATION," AND IN ACCORDANCE WITH
RECOGNIZED INDUSTRY PRACTICES TO ENSURE THAT PRODUCTS COMPLY WITH REQUIREMENTS.
4. COORDINATE WITH OTHER ELECTRICAL WORK AS NECESSARY TO INTERFACE INSTALLATION OF
ELECTRICAL GROUNDING AND BONDING SYSTEMS.
5. INSTALL GROUND CONDUCTORS A MINIMUM OF 36 INCHES BELOW FINISHED GRADE WHICH
ENCIRCLES THE TOWER AND EQUIPMENT AND ARE CONNECTED TO EACH DRIVEN GROUND ROD.
GROUND TRENCH SHALL 8E AT LEAST 24 INCHES AWAY FROM FOUNDATIONS.
6. TIGHTEN GROUNDING AND BONDING CONNECTORS, INCLUDING SCREWS AND BOLTS, IN
ACCORDANCE WITH MANUFACTURER'S PUBLISHED TORQUE TIGHTENING VALUE FOR CONNECTORS AND
BOLTS. WHERE MANUFACTURER'S TORQUING REQUIREMENTS ARE NOT INDICATED, TIGHTEN
CONNECTIONS TO COMPLY WITH TIGHTENING TORQUE VALUE SPECIFIED IN U.L. 486A TO ASSURE
PERMANENT AND EFFECTIVE GROUNDING.
7. APPLY CORROSION -RESISTANT FINISH (60-05) TO FIELD -CONNECTIONS, AT COPPER GROUND
BARS AND PLACES WHERE FACTORY APPLIED PROTECTIVE COATING HAVE BEEN DESTROYED,
WHICH ARE SUBJECTED TO CORROSIVE AND/OR OXIDATION PROCESS.
8. ON EXISTING LATTICE TOWERS, WATER TOWERS AND ROOF TOPS WHEN A NEW GROUNDING
SYSTEM I5 INSTALLED, THE CONTRACTOR SHALL TIE THE NEW GROUND SYSTEM TO THE EXISTING
WATER TOWER, LATTICE TOWER STRUCTURAL STEEL OR BUILDING STRUCTURAL STEEL AS THE CASE
MAY BE AT LEAST AT ONE LOCATION SO THAT THEY ARE AT THE SAME POTENTIAL.
B. GROUND RODS
1. GROUND RODS SHALL BE 5/8" DIAMETER 8'-0" LONG, COPPER CLAD DRIVEN ROD(S).
2. GROUND ROD(S) SHALL BE LOCATED AT THE PERIMETER OF EQUIPMENT AS TO CREATE A
GROUND RING AS SHOWN ON THE DRAWINGS.
3. GROUND ROD(S) SHALL BE SPACED AT A MINIMUM SPACING OF 8'-0" AND A MAXIMUM
SPACING OF 10'-0".
4. GROUND RODS SHELL BE BURIED BELOW THE FROSTLINE. AT NO TIME SHALL THIS DEPTH BE
LESS THAN 18" BELOW FINISHED GRADE.
5. GROUND RODS WHICH CANNOT BE DRIVEN STRAIGHT DOWN THE ENTIRE (10) FEET, SHALL BE
DRIVEN AT AN ANGLE NOT GRATER THAN 45 DEGREES (NEC 250-83 AND 250-84).
6. GROUND ROD LOCATIONS SHALL 8E NOTED ON THE AS -BUILT DRAWING COMPLETE WITH
DIMENSIONS.
7. PROVIDE GROUND TEST WELLS AS SHOWN ON THE CONSTRUCTION DRAWINGS.
C. GROUND CONDUCTOR
1. ALL DIRECT BURIED GROUND CONDUCTORS SHALL BE TINNED SOLID (#2 AWG) WIRE.
BURIED GROUND CONDUCTOR SHALL BE INSTALLED AT MINIMUM DEPTH OF 36" BELOW
GRADE.
2. ALL SUB GRADE GROUND CONNECTIONS SHALL BE MADE THROUGH THE USE OF
EXOTHERMIC WELD PROCESS. CONNECTIONS SHALL INCLUDE ALL CABLE TO CABLE
SPLICES, TEES AND ALL GROUND ROD CONNECTIONS. MOLD, WELD KITS, ETC., SHALL BE
MANUFACTURED BY CADWELD AND SHALL BE INSTALLED AS PER THE MANUFACTURER'S
INSTRUCTIONS.
3. GROUND CONDUCTORS SHALL BE ROUTED IN THE SHORTEST AND STRAIGHTEST
DISTANCES POSSIBLE TO MINIMIZE TRANSIENT VOLTAGE RISES. CONDUCTORS SHALL BE
INSTALLED AS FOLLOWS'
A. ALL GROUND CONDUCTORS SHALL FOLLOW A CONTINUOUS DOWNWARD PATTERN TO THE
GROUND SOURCE. (NEVER RUN GROUND CONDUCTOR IN AN UPWARD DIRECTION.)
B. CONDUCTORS SHALL BE INSTALLED WITH A MINIMUM OF 12 INCH MINIMUM BENDING
RADIUS.
C. WHEN THE MINIMUM BENDING RADIUS CANNOT BE ACHIEVED, GROUND CABLES SHALL BE
ROUTED AT 90 DEGREE BENDS WITH THE USE OF EXOTHERMIC CONNECTIONS AT 90
DEGREES. THE INTENT IS TO ELIMINATE THE CABLE BEND RADIUS AND REPLACE THE
RADIUS WITH AN EXOTHERMIC CONNECTION.
PART III: EXECUTION
3.1 PREPARATION
A. ALL SURFACES TO WHICH GROUND CONNECTIONS WILL BE MADE SHALL BE FREE OF
PAINT, GALVANIZING DIRECT CORROSION ETC ..
B. ALL METAL SURFACES EXPOSED ON GROUNDING SHALL BE EITHER COLD GALVANIZE,
OR PAINTED TO MATCH ORIGINAL SURFACE.
3.2 EXAMINATION.
A. EXAMINE AREAS AND CONDITIONS UNDER WHICH ELECTRICAL GROUNDING AND
BONDING CONNECTIONS ARE TO BE MADE AND NOTIFY T -MOBILE CONSTRUCTION
SUPERVISOR IN WRITING OF CONDITIONS DETRIMENTAL TO PROPER COMPLETION OF WORK.
DO NOT PROCEED WITH WORK UNTIL UNSATISFACTORY CONDITIONS HAVE
B. THE CONTRACTOR SHALL NOTIFY THE T -MOBILE CONSTRUCTION SUPERVISOR 24
HOURS PRIOR TO TRENCH BACK FILL ALL WORK DONE BELOW FINISHED GRADE SHALL BE
INSPECTED BY THE AERIAL CONSTRUCTION SUPERVISOR DURING THAT PERIOD OR THE
CONTRACTOR SHALL PROCEED.
3.3 GROUND TESTING
A. THE CONTRACTOR SHALL TEST THE GROUND ELECTRODE ROD RESISTANCE IN
ACCORDANCE WITH THE METHODS OF MEASUREMENT SHOWN IN THE FALL OF POTENTIAL
METHOD.
B. TEST INSTRUMENTS SHALL OPERATE AT A FREQUENCY OTHER THAN 60 HERTZ AND
SHALL CONTAIN STRAY CURRENT AND DC FILTERS, FAULT CURRENT PROTECTION AND HAVE
SENSITIVITY TO OPERATE A LOW SIGNAL STRENGTH.
C. PRIOR TO TESTING, THE CONTRACTOR SHALL DE -ENERGIZE ALL POWER SOURCES,
DISCONNECT THE ELECTRODE CONDUCTOR FROM THE GROUND ROD, WEAR HIGH VOLTAGE
RUBBER SAFETY GLOVES AND WILL NOT HANDLE TEST INSTRUMENTS IF AT ALL POSSIBLE.
D. GROUND TESTS ARE TO BE PERFORMED BY QUALIFIED PERSONS FAMILIAR WITH THE
CONSTRUCTION AND OPERATION OF THE EQUIPMENT AND THE HAZARDS INVOLVED.
E. AN INDEPENDENT, APPROVED OUTSIDE FIRM SHALL PERFORM THE GROUND TEST AS
OUTLINED. ALL TEST RESULTS SHALL BE FORWARDED TO THE T -MOBILE CONSTRUCTION
SUPERVISOR FOR APPROVAL.
END OF GROUNDING SPECIFICATIONS
CLOSE OUT DOCUMENTATION
CLOSEOUT BOOK CONTAINING THE FOLLOWING'
1. AS BUILT DESIGN DRAWINGS
2. SWEEP TEST RESULTS
3. RESISTIVELY TEST
4. PHOTO DOCUMENTATION OF'
- UNDERGROUND CONDUITS AND GROUND RING
- ANTENNA, COAXV\L, JUMPER ATTACHMENTS AND GROUND KIT ATTACHMENTS
- ANTENNA DOWN TILT MEASUREMENT USING AN INCLINOMETER ON THE BACK
PLANE OF THE ANTENNA
- GROUND BAR ATTACHMENTS
5. SIGNED OFF PERMIT CARDS
6 CERTIFICATE OF OCCUPANCY
7. RETURN OF KEYS AND/OR ACCESS AUTHORIZATION
B. ORIGINAL BUILDING PERMIT
REVIEWED FOR
ODE COMPLIANCE
APPROVED
la 1 2911
RECER' D
CITY OF TUKWILA
JUN 22 2017
city of Tukwila PERMIT CENTER
BUILDING DIVISION]
GENERAL NOTES
SCALE.
NTS
1
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A
AMERICAN TOWER'
POWDER RIVER
Engineering Services, LLC
w8w.powderriverdev corn
LICENSE #: 3004
REVISIONS
REV
DATE
DESCRIPTION
INT
0
05/01/17
100% CONSTRUCTION
JMB
A
04/13/17
ISSUED FOR REVIEW 90%
CDE
A.
re
-"3lONALft
THESE PLANS AND SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE
AND SHALL REMAIN THE PROPERTY OF POWDER RIVER DEVELOPMENT
SERVICES, LLC WHETHER THE PROJECTS FOR WHICH THEY ARE MADE
ARE EXECUTED OR NOT. THESE DRAWINGS AND SPECIFICATIONS SHALL
NOT BE USED BY ANY PERSON OR ENTRY ON OTHER PROJECTS
WITHOUT PRIOR WRITTEN CONSENT OF THE ENGINEER.
SITE INFORMATION
T -MOBILE #: SE03858A
ATC #: 414339
18800 ORILLIA RD S.
TUKWILA, WA
98188
SHEET TITLE:
GENERAL
NOTES
SHEET NUMBER:
GN -2
ONRAMP TO
NORTHBOUND 1-5
X
X
EXISTING ACCESS ROAD
X
EXISTING FENCE --\
EXISTING
VEGETATION
EXISTING T -MOBILE
PPC/TELCO CABINET ON
CONCRETE PAD
EXISTING T -MOBILE
PURCELL CABINET
EXISTING T -MOBILE
ULTRASITE CABINET
EXISTING T -MOBILE
FCOA CABINET
EXISTING T -MOBILE
ICE BRIDGE
O
X X
EXISTING
VAULT
DISCLAIMER:
THESE DRAWINGS WERE PRODUCED WITHOUT THE BENEFIT OF
A CURRENT LAND SURVEY, AND NO A&E SITE VISIT WAS
PERFORMED. ALL PROPERTY LINES, EASEMENTS, SETBACKS,
AND DIMENSIONS SHOWN SHALL BE VERIFIED PRIOR TO START
OF CONSTRUCTION. POWDER RIVER DEVELOPMENT SERVICES,
LLC. DOES NOT GUARANTEE THE ACCURACY OF SAID PROPERTY
LINES, EASEMENTS, SETBACKS, AND DIMENSIONS SHOWN.
EXISTING ICE
BRIDGE (OTHERS)
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THE UTILITIES AS SHOWN ON THIS SET OF DRAWINGS WERE
DEVELOPED FROM THE INFORMATION AVAILABLE. THE INFORMATION
PROVIDED IS NOT IMPLIED NOR INTENDED TO BE A COMPLETE
INVENTORY OF THE UTILITIES IN THIS AREA. IT IS THE CONTRACTOR'S
RESPONSIBILITY TO VERIFY THE LOCATION OF ALL UTILITIES (WHETHER
SHOWN OR NOT) AND PROTECT SAID UTILITIES FROM ANY DAMAGE
CAUSED BY CONTRACTOR'S ACTIVITIES.
SITE PLAN
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VEGETATION
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ORILLIA ROAD
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PERMIT CENTE
SCALE. 1/4" = 1'-0" (24x36)
(OR) 1/8" = 1'-0" (11x17)
T • •Mobile •
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AMERICAN TOWER®
POWDER RIVER
Engineering Services, LLC
W/PN powderriverdev.00m
LICENSE #: 3004
REVISIONS
REV
DATE
DESCRIPTION
INT
0
05/01/17
100% CONSTRUCTION
JMB
A
04/13/17
ISSUED FOR REVIEW 90%
CDE
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�SION
A4 Q'�G
THESE PLANS AND SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE
AND SHALL REMAIN THE PROPERTY OF POWDER RIVER DEVELOPMENT
SERVICES. LLC WHETHER THE PROJECTS FOR WHICH THEY ARE MADE
ARE EXECUTED OR NOT. THESE DRAWINGS AND SPECIFICATIONS SHALL
NOT BE USED BY ANY PERSON OR ENTOY ON OTHER PROJECTS
WITHOUT PRIOR WRITTEN CONSENT OF THE ENGINEER.
SITE INFORMATION
T -MOBILE #: SE03858A
ATC #: 414339
18800 ORILLIA RD S.
TUKWILA, WA
98188
SHEET TITLE:
SITE PLAN
SHEET NUMBER:
C-1
EXISTING T -MOBILE APPURTENANCE LIST:
EXISTING T -MOBILE APPURTENANCE LIST:
NOTE:
STRUCTURAL ANALYSIS MUST
BE PERFORMED ON ALL
ROOFTOPS, FLAGPOLES, LIGHT
POLES, AND TOWER SITES
BEFORE INSTALLATION OF NEW
ANTENNAS, RADIO UNITS, ETC.
(1) ANTENNA PLATFORM
(2) QUAD PORT ANTENNAS
(2) HEX PORT ANTENNAS
(4) TMA UNITS
(4) DIPLEXERS
(2) FRIG UNITS
(2) FRLB UNITS
(1) COVP UNIT
h T.O. EXISTING ANTENNAS (OTHERS)
�0
(1) ANTENNA PLATFORM
(2) QUAD PORT ANTENNAS
(2) HEX PORT ANTENNAS
(2) FRIG UNITS
(2) FRLB UNITS
(4) TMA UNITS
(8) DIPLEXERS
(1) COVP UNIT
(2) FHFB UNITS
FOIE
REVIEWED FOR
COMPLIANCE
APPROVED
JUL, 17 2017
City of Tukwila
SLPLDING DIVIS• IO0ONI
h T.O. EXISTING ANTENNAS (OTHERS)
YT.O.EXISTING
EL. 61'-0" (AGL)
DATE
f�
MONOPOLE G
$ EL. 61'-0" (AGL)
0
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1
EL. 60.5' (AGL) 4
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EL. 60.5' (AGL)
H
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c_ EXISTING MICROWAVE (OTHERS)
8
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1 EXISTING MICROWAVE (OTHERS)
OF EXISTING EMPTY MOUNT (OTHERS)
EL. 51'-0" (AGL)
„ILc_ OF EXISTING EMPTY MOUNT (OTHERS)
100% CONSTRUCTION
JMB
A
a"
EL. 51'-O" (AGL)
EL. 48' O" (AGL)
EXISTING T -MOBILE TMA UNITS
(2 PER SECTOR, 4 TOTAL) TO BE REMOVED
h CL EXISTING T -MOBILE ANTENNAS
-...�
"I
i
1.1(2
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EXISTING T -MOBILE FXFB UNITS
2 TOTAL) TO BE REMOVED
EXISTING T -MOBILE FRIG UNITS
(1PER SECTOR, 2 TOTAL) TO REMAIN
EXISTING T -MOBILE ANTENNAS
PER SECTOR, 4 TOTAL) TO REMAIN
EL 48'-0" (AGL)
PROPOSED T -MOBILE TMA UNITS
(2 PER SECTOR, 4 TOTAL)
'G/S►fiL`'
SIONAL Qv'
THESE PLANS AND SPECIFICATIONS, AS INSTRUMENTS OF SERVICE. ARE
AND SHALL REMAIN THE PROPERTY OF POWDER RIVER DEVELOPMENT
SERVICES, LLC WHETHER THE PROJECTS FOR WHICH THEY ARE MADE
PROPSOED T -MOBILE FHFB UNITS
(1 PER SECTOR, 2 TOTAL)
EXISTING T -MOBILE FRIG UNITS
PER SECTOR, 2 TOTAL)
EXISTING T -MOBILE ANTENNAS
SITE INFORMATION
T -MOBILE #: SE03858A
II I
EXISTING T -MOBILE ANTENNAS
(2 PER SECTOR, 4 TOTAL)
P EL. 38'-0" (AGL)
EXISTING T -MOBILE FRLB UNIT
(1 PER SECTOR, 2 TOTAL) TO REMAIN
EXISTING T -MOBILE DIPLEXER UNITS
(2 PER SECTOR, 4 TOTAL) TO BE RELOCATED
EXISTING T -MOBILE COVP UNIT
(TO REMAIN)
EXISTING
MONOPOLE
EXISTING T-MOBILEEXIST
COVERED CONCRETE
EQUIPMENT PAD
N
\
\\
SHEET TITLE:
ELEVATIONS
•
QUIPMENT
PLATFORM ING E(OTHERS)
EL. 38'-0" (AGL)
EXISTING T MOBILE FRLB UNIT
(1 PER SECTOR, 2 TOTAL) TO REMAIN
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EXISTING
MONOPOLE
EXISTING T -MOBILE
COVERED CONCRETE
EQUIPMENT PAD
•
g
��
•
PROPOSED T -MOBILE DIPLEXER UNITS
(4 PER SECTOR, 8 TOTAL)
RECEIVED
CITY OF TUKWILA
.3 N 222011
EXISTING
PERMIT CENT • PLATFORMEQUIPMENT (OTHERS)
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EL. 0'-0" (AGL)
EL. 0'-O' (AGL)
TOWER ELEVATION (EXISTING)
6' 0 3' 6'
SCALE: 3/16" = 1'-0" (24x36)
2
TOWER ELEVATION (PROPOSED)6'...
_0 3' 6'
SCALE 3/16" = 1'-0" (24x36)
1
(OR) 3/32" = 1'-0" (11x17)
OR) 3/32" = 1'-0" (11x17)
T • •Mobile •
A
AMERICAN TOWER'
POWDER RIVER
Engineering Services, LLC
www.powderriverdev oom
LICENSE #: 3004
REVISIONS
REV
DATE
DESCRIPTION
INT
0
05/01/17
100% CONSTRUCTION
JMB
A
04/13/17
ISSUED FOR REVIEW 90%
CDE
•r ('fr
•
't
'G/S►fiL`'
SIONAL Qv'
THESE PLANS AND SPECIFICATIONS, AS INSTRUMENTS OF SERVICE. ARE
AND SHALL REMAIN THE PROPERTY OF POWDER RIVER DEVELOPMENT
SERVICES, LLC WHETHER THE PROJECTS FOR WHICH THEY ARE MADE
ARE EXECUTED OR NOT. THESE DRAWINGS AND SPECIFICATIONS SHALL
NOT BE USED BY ANY PERSON OR ENTRY ON OTHER PROJECTS
WRHOUT PRIOR WRITTEN CONSENT OF THE ENGINEER.
SITE INFORMATION
T -MOBILE #: SE03858A
ATC #: 414339
18800 ORILLIA RD S.
TUKWILA, WA
98188
SHEET TITLE:
ELEVATIONS
SHEET NUMBER:
C-2
T • •Mobile •
NOTE:
AMERICAN TOWER@
STRUCTURAL ANALYSIS MUST BE PERFORMED
ON ALL ROOFTOPS, FLAGPOLES, LIGHT POLES,
AND TOWER SITES BEFORE INSTALLATION OF
NEW ANTENNAS, RADIO UNITS, ETC.
POWDER RIVER
Engineering Services, LLC
ANTENNA SCHEDULESECT
LICENSE #: 3004
REVISIONS
REV
ALPHA (RED)
BETA (BLUE)
1 ,^1
ANTENNR NA POSITION
A-1
A-2
B-1
8-2
1 REV+E VEE FOR
ANTENNA TYPE
G19/U21/L700
U19/L21/L19
G19/U21/L700
U19/1.21/L19
S9 CODE COMPLIANCE
AZIMUTH
0'
0'
220'
220'
RAD CENTER (AGL)
38'-0"
38'-0"
38'-0"
38'-0"
APPROVED
0
MODEL
COMMSCOPE
SBNHH-1D65C
COMMSCOPE
TMBXX-6516-R2M
COMMSCOPE
SBNHH-1D65C
COMMSCOPE
TMBXX-6516-R2M
1 2017
CDE
CABLE LENGTH
±70'-0"
JUL 1
City of Tukwila
BUILDING DIVISION
06wAs
ANTENNA SCHEDULE (PROPOSED)
,9571 QA4
1
NTS
N
a
_ -
O_ N
Q J
EXISTING T -MOBILE ANTENNAS
(2 PER SECTOR, 4 TOTAL) TO REMAIN
EXISTING T -MOBILE FRIG UNITS
a �o
cn
_ -
II
_ ��
a
w
• •
EXISTING T -MOBILE TMA UNITS
. (2 PER SECTOR, 4 TOTAL)
o TO BE REPLACED
II EXISTING T -MOBILE FRLB UNITS
a (1 PER SECTOR, 2 TOTAL) TO REMAIN
EXISTING T -MOBILE DIPLEXER UNITS
(2 PER SECTOR, 4 TOTAL) TO REMAIN
a m.
_ �o
dN
_J _J
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EXISTING T -MOBILE ANTENNAS w
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(1 PER SECTOR, 2 TOTAL)
II
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EXISTING RELOCATED a rn r
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II
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'i
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PROPOSED T -MOBILE ,
DIPLEXER UNITS (2 PER ,� EXISTING T -MOBILE
SECTOR, 4 TOTAL) �� PLATFORM
`tit
PROPOSED T -MOBILE ����
FHFB UNITS (1 PERNor
EXISTING T -MOBILE COVP UNIT
To REMAIN
EXISTING T -MOBILE FX FB UNITS ` \ EXISTING T -MOBILE
(2 TOTAL) TO BE REMOVED PLATFORM
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ANTENNA PLAN (PROPOSED)
2
NTSLE
NTS
T • •Mobile •
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AMERICAN TOWER@
dktko
POWDER RIVER
Engineering Services, LLC
www. powderriverdev.00m
LICENSE #: 3004
REVISIONS
REV
DATE
DESCRIPTION
INT
0
05/01/17
100% CONSTRUCTION
JMB
A
04/13/17
ISSUED FOR REVIEW 90%
CDE
P
cil'I (it
06wAs
,9571 QA4
�yf,
GISIPiY'
"3.1014 AL °I'
THESE PLANS AND SPECIFICATIONS AS INSTRUMENTS OF SERVICE, ARE
AND SHALL REMAIN THE PROPERTY OF POWDER RIVER DEVELOPMENT
SERVICES, LLC WHETHER THE PROJECTS FOR WHICH THEY ARE MADE
ARE EXECUTED OR NOT. THESE DRAWINGS AND SPECIFICATIONS SHALL
NOT BE USED BY ANY PERSON OR ENTRY ON OTHER PROJECTS
WRHOUT PRIOR WRPTEN CONSENT OF THE ENGINEER.
SITE INFORMATION
T -MOBILE #: SE03858A
ATC #: 414339
18800 ORILLIA RD S.
TUKWILA, WA
98188
SHEET TITLE:
ANTENNA PLANS
SHEET NUMBER:
C-3
8'Rai 111 1 . 4i: 1 1 . 1
18
.,. 16 P ,g • 1 1 , ^ '. 1 I yS "
RECEIVED
D
CITY OF TUKWILA.
UN 22 20+1
PERMIT CENTER
SEPARATE
PERMIT AND,
APPROVAL
REQUIRED
RFDS DIAGRAM
SCALE.
NTS
1
T • •Mobile•
A
AMERICAN TOWER®
4111044
POWDER RIVER
Engineering Services, LLC
www.powderriverdev.00m
LICENSE #: 3004
REVISIONS
REV
DATE
DESCRIPTION
INT
0
05/01/17
1007 CONSTRUCTION
JMB
A
04/13/17
ISSUED FOR REVIEW 907
CDE
l• t'1
!j
Oi•� c., G:
qc• O�
r, .
•
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AL Q/4
THESE PLANS AND SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE
AND SHALL REMAIN THE PROPERTY OF POWDER RIVER DEVELOPMENT
SERVICES. LLC WHETHER THE PROJECTS FOR WHICH THEY ARE MADE
ARE EXECUTED OR NOT. THESE DRAWINGS AND SPECIFICATIONS SHALL
NOT BE USED BY ANY PERSON OR ENTITY ON OTHER PROJECTS
WRHOUT PRIOR WRRTEN CONSENT OF THE ENGINEER.
SITE INFORMATION
T -MOBILE #: SE03858A
ATC #: 414339
18800 ORILLIA RD S.
TUKWILA, WA
98188
SHEET TITLE:
RFDS DIAGRAM
SHEET NUMBER:
C-3.1
T . .Mobile»
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LICENSE #: 3004
REVISIONS
a
DATE
U Op
>• ,
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..
mr
Ell p
05/01/17
100% CONSTRUCTION
JMB
A
04/13/17
ISSUED FOR REVIEW 90%
CDE
P
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7
967
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AND SHALL REMAIN THE PROPERTY OF POWDER RIVER DEVELOPMENT
SERVICES, LLC WHETHER THE PROJECTS FOR WHICH THEY ARE MADE
t1
WITHOUT PRIOR WRITTEN CONSENT OF THE ENGINEER.
SITE INFORMATION
}l®
ATC #: 414339
18800 ORILLIA RD S.
II
98188
B
EQUIPMENT
DETAILS
SHEET NUMBER:
C-4
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MANUFACTURER: COMMSCOPE
MODEL ETT19V2S12UB
WEIGHT: 13.9 LB
DIMENSIONS
DIMENSIONS (HxWxD)' 9.4"x7.3"x3.5"
FREQUENCY: 1850-1910 MHz (PCS)
1710-1755 MHz (AWS UL)
2110-2155 MHz (AWS DL)
CONNECTION: 7/16 FEMALE
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MANUFACTURER: COMMSCOPE
MODEL: ECC1920—VPUB
WEIGHT: 7.9 LB
DIMENSIONS (HxWxD):
FREQUENCY RANGE:
1710-2155 MHz
CONNECTION: 7/16
DIPLEXER
7.6"x7.3"x2.6"
DIN FEMALE
NOT USEDI
SCALE
5
TMA DETAIL
SCALE
3
DIPLEXER DETAIL
SCALE
NTS
NTS
NTS
Flead Pole Kit (FPKA) description
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jUN 22 2017
PERMIT CENTER
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18.4 mni 17 2 in) r,.,.•' 105 mm thread
F1e"IFrae r. It(FP0 A) -anbe used as f0110w^_
• 1517 31 1 3 1 p of e s Detw a an S tl m -n 1 4 111 r a n t s 20 m rn ; 4' b) 10 4 am a te'
,tri 212 poles heMe an 10 r01n1(1 2rnt and 1201110 (4, m ),n darShP' ,rhe h A Lut
strainer Is O ppe1 arounl,vher the pole size Is f9 CCM or sn . II_r In 11ame1e I
The writ ofthe fit ng ponts is 184 mm 17 2 In: and 54 oar (2 5 1x11 There are fix ny punts nr three =sriee
V the FP0.A The M10 ;crews should be tightened oa 30 Nrn 123.13 ft_l3r and the MO Lore+rs to 20 Nur
314 75 h -lbt The rnarlrnum allowed we IOC or the FPk Aro 160 k (35 !Idol Two FPI. i Mit Lupport two
FMFAs, one on each Id Sthe poe Each FMFAIplrnthican supportarTo"irnun oftwo 2Va 11FIe•1
mut Tee wall c 3;i20 ca Ie , aril tutu WET' bJae> (for es ample. CaLPH ^rote 1.11a15o1 Lrg_r co fiyora .ors 1h
I. r._omr er,ied t0 u;e th. FPI C f, o e MIC
Insttalhtbn with Remote FLr110 Heeds
The FFk 4na;roon,' 7r •• F mote Palle Heads(=Rir >-FHE,FRi-1L..HP OOC!Uied) It to po le tr
u e three Ir;tali goo 0 d1 a nom- E Figure FFI:AwIth three Pmote F.JYro Head- Mr me FF'c.
11 stallitle�r with rhrue Re,o,r1. Rale, Head;
1T7 r L . E`'2
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j'���KOVAL v + FACTURER: NOKIA
.R / // /�1 L: RRH 4x40W
J]Rr ' NSIONS: H = 23.0" (NO BRACKETS)
NOTE: CO W = 12.6" (NO SOLAR SHIELD)
SOLAR SHIELD NOT SHOWN = 7.8"
FREQUENCY: 1850MHz-1995MHz FHFB
WEIGHT: 51.0 LBS
NOT USED
SCALE
6
FPKA DETAIL
SCALE
4
FHFB DETAIL
SCALE
^
L
NTS
NTS
NTS
T . .Mobile»
A
AMERICAN TOWER'
POWDER RIVER
Engineering Services, LLC
www.powderriverdev corn
LICENSE #: 3004
REVISIONS
REV
DATE
DESCRIPTION
INT
0
05/01/17
100% CONSTRUCTION
JMB
A
04/13/17
ISSUED FOR REVIEW 90%
CDE
P
wns
c
q� �� oy f'•.
7
967
k 1 ,N
S!ONAL Q3
THESE PLANS AND SPECIFICATIONS. AS INSTRUMENTS OF SERVICE ARE
AND SHALL REMAIN THE PROPERTY OF POWDER RIVER DEVELOPMENT
SERVICES, LLC WHETHER THE PROJECTS FOR WHICH THEY ARE MADE
ARE EXECUTED OR NOT. THESE DRAWINGS AND SPECIFICATIONS SHALL
NOT BE USED BY ANY PERSON OR ENTRY ON OTHER PROJECTS
WITHOUT PRIOR WRITTEN CONSENT OF THE ENGINEER.
SITE INFORMATION
T -MOBILE #: SE03858A
ATC #: 414339
18800 ORILLIA RD S.
TUKWILA, WA
98188
SHEET TITLE:
EQUIPMENT
DETAILS
SHEET NUMBER:
C-4
T • •Mobile •
A
AMERICAN TOWER®
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Engineering Services, LLC
COPPER BONDING CONDUCTORS TO
CABLES AND EQUIPMENT. SEE
GROUNDING PLANS FOR DETAILS
3/8" BOLT AND
HARDWARE (TYP.)
LICENSE #: 3004
REVISIONS
0000
DATE
DESCRIPTION
INT
Co
00
®®®®p�
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CHERRY BUSS BAR
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i•i
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0
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1
, STEEL IS REQUIRED
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04/13/17
ISSUED FOR REVIEW 90%
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GROUND BAR (HAGER OR
410NAL e14
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THESE PLANS AND SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE
AND SHALL REMAIN THE PROPERTY OF POWDER RIVER DEVELOPMENT
SERVICES, LLC WHETHER THE PROJECTS FOR WHICH THEY ARE MADE
ARE EXECUTED OR NOT. THESE DRAWINGS AND SPECIFICATIONS SHALL
NOT BE USED BY ANY PERSON OR ENTRY ON OTHER PROJECTS
APPROVED EQUIVALENT)
'�
T -MOBILE #: SE03858A
WALL—MOUNT BRACKET
18800 ORILLIA RD S.
#2 AWG SOLID TINNED COPPER OR ANGLE ADAPTER
98188
CONDUCTOR TO MAIN GROUND (AS REQUIRED)
GROUNDING
BAR OR EXISTING GROUND RING
SHEET NUMBER:
(TYP.). CADWELD TO BUSS BAR
AND GROUND RING
NOT USED
SCALE
3
GROUND BAR DETAIL
SCALE
NTS
NTS
NOTES:
1. CADWELD "TYPES"
SHOWN ARE EXAMPLES. CONSULT WITH
CONSTRUCTION MANAGER FOR SPECIFIC TYPES OF
CADWELDS TO BE USED FOR THIS PROJECT.
2. CADWELDING IS NOT
ALLOWED
ON CROWN CASTLE
TOWERS.
Pilildp....„
111.1
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i N
TYPE 2 YA 2 TYPE VS TYPE YGHC Irli � y -.
CITY OF TUKW1L
,;tit' 22 2011
�♦iiir,---,, iiiiillsisc„ _ PERMIT CENTER
tO
TYPE GT TYPE YA-2 TYPE PT PC PARAT�
ApiiTAND
RE'Q� HVAC
D
NOT USED
SCALE
CADWELD CONNECTION
SCALE
NTS
4
TYPES
NTS
T • •Mobile •
A
AMERICAN TOWER®
Ali?,
POWDER RIVER
Engineering Services, LLC
www.powderriverdev oom
LICENSE #: 3004
REVISIONS
REV
DATE
DESCRIPTION
INT
0
05/01/17
100% CONSTRUCTION
JMB
A
04/13/17
ISSUED FOR REVIEW 90%
CDE
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410NAL e14
THESE PLANS AND SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE
AND SHALL REMAIN THE PROPERTY OF POWDER RIVER DEVELOPMENT
SERVICES, LLC WHETHER THE PROJECTS FOR WHICH THEY ARE MADE
ARE EXECUTED OR NOT. THESE DRAWINGS AND SPECIFICATIONS SHALL
NOT BE USED BY ANY PERSON OR ENTRY ON OTHER PROJECTS
WRHOUT PRIOR WRTTEN CONSENT OF THE ENGINEER.
SITE INFORMATION
T -MOBILE #: SE03858A
ATC #: 414339
18800 ORILLIA RD S.
TUKWILA, WA
98188
SHEET TITLE:
GROUNDING
DETAILS
SHEET NUMBER:
E-1
T • •Mobile •
EXISTING #6 AWG GROUND FROM
SECTOR GROUND BAR TO
COLLECTOR GROUND BAR (TYP)
PROPOSED #6 AWG GROUND
FROM FHFB UNIT TO SECTOR EXISTING SECTOR
GROUND BAR (TYP) GROUND BAR
AMERICAN TOWER®
EXISTING RELOCATED PROPOSED T -MOBILE TMA UNITS
POWDER RIVER
T -MOBILE DIPLEXERS
www.powderriverdev oom
(2 PER SECTOR, (2 PER SECTOR, 4 TOTAL)
REVISIONS
4 TOTAL) EXISTING T—MOBILE FRLB UNITS
DATE
EXISTING T—MOBILE ANTENNAS (1 PER SECTOR, 2 TOTAL)
INT
(2 PER SECTOR, 4 TOTAL)
EXISTING T—MOBILE FRIG UNITS Mk ill
(1 PER SECTOR, 2 TOTAL) r':1
MI 1-----1a.i•i =44•
�:, �r
♦♦
% ��'
PROPOSED T-MOBILE,484,
DIPLEXER UNITS (2 PER / i
I
OCOLLECTOR L)
``�r0�-/
EXISTING ♦/
GROUND BAR :•i
1
UNIT
`� EXISTINGT—MOBILE COVP
TO N
1\i."..
EXISTING T—MOBILE
�� PLATFORM
0
PROPOSED T -MOBILE \\ �•
1007 CONSTRUCTION
FHFB UNITS (1 PER %
A
♦`
SECTOR, 2 TOTAL)
ISSUED FOR REVIEW 90%
GENERAL GROUNDING NOTES:
s
1. GROUNDING SHALL COMPLY WITH NEC, T—MOBILE AND NSN
STANDARDS. CONTRACTOR SHALL VERIFY EXISTING GROUNDING
O
CONDITIONS. CORRECTING ANY DEFICIENCIES TO BE INCLUDED IN ORIGINAL PRICING AND CORRECT DEFICIENCIES DURING
wAS
1/4'" te
NEW CONSTRUCTION. INCLUDING MISSING GROUND BARS, BAD GROUND WELDS, MISSING GROUND LEADS OR BROKEN
GROUND LEADS, ETC.
G`���o-
�' "SIGNAL Q -
2. ALL EXTERIOR GROUND CONDUCTORS BETWEEN EQUIPMENT/ GROUND BARS AND THE GROUND RING, SHALL BE #2 AWG
AND SHALL REMAIN THE PROPERTY OF POWDER RIVER DEVELOPMENT
SERVICES, LLC WHETHER THE PROJECTS FOR WHICH THEY ARE MADE
SOLID TIN PLATED COPPER IN 3/4" PROTECTIVE PVC UNLESS OTHERWISE INDICATED.
WITHOUT PRIOR WRITTEN CONSENT OF THE ENGINEER.
3. APPROVED ANTIOXIDANT COATINGS (NO—OX) SHALL BE USED ON ALL COMPRESSION AND BOLTED GROUND CONNECTIONS.
T -MOBILE #: SE03858A
4. ROUTE GROUNDING CONDUCTORS ALONG THE SHORTEST AND STRAIGHTEST PATH POSSIBLE. USE OF 90' BENDS IN THE
18800 ORILLIA RD S.
PROTECTION GROUNDING CONDUCTORS SHALL BE AVOIDED WHEN 45° BENDS CAN BE ADEQUATELY SUPPORTED. IN ALL
98188
CASES, BENDS SHALL BE MADE WITH A MINIMUM BEND RADIUS OF 12 INCHES.
GROUNDING
5. ALL TOWER TOP GROUND WIRES SHALL BE SUPPORTED EVERY TWO FEET.
BE S
SHEET NUMBER:
j
RECFjt1 0 ,
CITY OF TLJ�CWiL .
LEGEND:
---- EXISTING GROUND RING
2 2 Lid I • N
J,
CADWELD CONNECTION (EXOTHERMIC WELD) �A
CENTER
• MECHANICAL CONNECTION SEPARATJ3ERMIT .�' ',
® GROUND ROD RE��'�D •Al*
��� TEST WELLHALrseL
RED
NOT USED
SCALE
2
EQUIPMENT PLAN
SCALE
NTSI
GROUNDING (TYPICAL)
NTS
T • •Mobile •
A
AMERICAN TOWER®
,4041,
POWDER RIVER
Engineering Services, LLC
www.powderriverdev oom
LICENSE #: 3004
REVISIONS
REV
DATE
DESCRIPTION
INT
0
05/01/17
1007 CONSTRUCTION
JMB
A
04/13/17
ISSUED FOR REVIEW 90%
CDE
s
•t
O
�
wAS
1/4'" te
\ FG1� Fit
G`���o-
�' "SIGNAL Q -
THESE PLANS AND SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE
AND SHALL REMAIN THE PROPERTY OF POWDER RIVER DEVELOPMENT
SERVICES, LLC WHETHER THE PROJECTS FOR WHICH THEY ARE MADE
ARE EXECUTED OR NOT. THESE DRAWINGS AND SPECIFICATIONS SHALL
NOT BE USED BY ANY PERSON OR ENTITY ON OTHER PROJECTS
WITHOUT PRIOR WRITTEN CONSENT OF THE ENGINEER.
SITE INFORMATION
T -MOBILE #: SE03858A
ATC #: 414339
18800 ORILLIA RD S.
TUKWILA, WA
98188
SHEET TITLE:
GROUNDING
PLANS
SHEET NUMBER:
E-2
11/2/2017
City of Tukwila
Department of Community Development
ERIC SHAW
219 S WOODDALE AVE
EAGLE, ID 83616
RE: Permit Application No. D17-0170
T -MOBILE
18800 ORILLIA RD S
Dear ERIC SHAW,
Allan Ekberg, Mayor
Jack Pace, Director
In reviewing our current application files, it appears that your permit applied for on 6/22/2017, has not been issued by the City of
Tukwila Permit Center. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and/or
National Electrical Code every permit application not issued within 180 days from the date of application shall expire and become
null and void. Currently your application has a status of APPROVED and is due to expire on 12/22/2017.
If you still plan to pursue your project, you are hereby advised to do one of the following:
1) If the plan review is complete for the project and your application is approved, you may pick up the application before
the date of expiration. At the time of permit issuance the expiration date will automatically be extended 180 days.
-or-
2) If the plan review is not completed submit a written request for application extension (7) seven days in advance of the
expiration date. Address your extension request to the Building Official and state your reason(s) for the need to extend your
application.
The Building Code does allow the Building Official to approve one extension of up to 90 days. If it is determined that your extension
request is granted, you will be notified by mail.
In the event that we do not receive your written request for extension or request is denied, your permit application will expire and
your project will require a new permit application, plans and specifications, and associated fees.
Thank you for your cooperation in this matter.
Sincerely,
Bill Rambo
Permit Technician
File No: D17-0170
6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665
PERMIT COORD COPY
PLAN REVIEW/ROUTING SLIP
PERMIT NUMBER: D17-0170
PROJECT NAME: T -MOBILE
SITE ADDRESS: 18800 ORILLIA RD S
X Original Plan Submittal
Response to Correction Letter #
DATE: 06/22/17
Revision # before Permit Issued
Revision # after Permit Issued
DEPARTMENTS:
ittiO C (D 7
Building Division Ili
\ J 7 NR- 4
Public Works
W I'�AtL�l�
Fire Prevention
Structural
J) P
Planning Division
Permit Coordinator 1111
PRELIMINARY REVIEW:
Not Applicable n
(no approval/review required)
REVIEWER'S INITIALS:
DATE: 06/27/17
Structural Review Required
DATE:
n
APPROVALS OR CORRECTIONS: DUE DATE: 07/25/17
Approved
Corrections Required
n Approved with Conditions
n Denied
(corrections entered in Reviews) (ie: Zoning Issues)
n
Notation:
REVIEWER'S INITIALS:
DATE:
Permit Center Use Only
CORRECTION LETTER MAILED:
Departments issued corrections: Bldg ❑ Fire D Ping ❑ PW ❑ Staff initials:
12/18/2013
SAC WIRELESS LLC
Washington State Department of
Labor & Industries
lInme i guano? ( _I :CI
SafotV & Health
Claims & insurence
Page 1 of 2
Search L -&I
A leder thip
Workplace Rights Trades & Licensing
SAC WIRELESS LLC
esperson
SANZO, JOSEPH (JOSE)
PASQUALE, MANAGER
KOZIEL, BILL R, MANAGER
SAC WIRELESS LLC
603 391 663
540 MADISON STREET
16TH FLOOR
CHICAGO, IL 60661
847-944-1600
Busillet;s type
Limited Liability Company
1-11 Deett(me
LLC
NOKIA SOLUTIONS & NE
HALL CAPITAL PARTNERS;
BILL KOZIEL,
JOE SANZO;
License
Verify the contractor's active registration / license / certification (depending on trade) and any past violations.
Construction Contractor
l :a
',trio: l
GENERAL
t_iue rlSe 110
SACWIWL852J2
t ffc tine ..- e t W tion
07/01/2015— 07/01/2019
Bond
Washington International Ins Co
tion,.: atecotint nz.;.
9170096
04/21/2015
Insurance
XL INSURANCE AMERICA INC
no
us000754031i17a
Rcac ✓ u y
LeA
05/04/2017
Insurance history
Active.
Meets current requirements.
$12,000.00
t ffe:ctivE.:12th
04/17/2015
Espiratin,7 chafe
Until Canceled
$5,000,000.00
r fter;tve date
05/01/2017
Ye.CG5 ate
05/01/2018
Help us improve
https://secure. lni.wa.gov/verify/Detail.aspx?UBI=603391663&LIC=SACWIWL852J2&SAW= 12/7/2017
SAC WIRELESS LLC
Savings
No savings accounts during the previous 6 y.ar period.
Lawsuits against the bond or savings
No lawsuits against the bond or savings accounts during the previous 6 year period.
L&I Tax debts
No L&I tax debts are recorded for this contractor license during the previous 6 year period, but some debts
may be recorded by other agencies.
License Violations
No license violations during the previous 6 year period.
Workers' comp
Do you know if the business has employees? If so, verify the business is up-to-date on workers' comp premiums.
This company has multiple workers' comp accounts.
Active accounts
L&I Account ID
127,365-01
Doing business as
SAC WIRELESS LLC
Estimated workers reported
Quarter 3 of Year 2017 "31 to 50 Workers"
L&I account contact
T4 / NIKKI BUTLER (360)902-4918 - Email: BUTQ235@Ini.wa.gov
Track this contractor 0
Account is current.
Public Works Strikes and Debarments
Verify the contractor is eligible to perform work on public works projects.
Contractor Strikes
No strikes have been issued against this contractor.
Contractors not allowed to bid
No debarments have been issued against this contractor.
Workplace safety and health
No inspections during the previous 6 year period.
Page 2 of 2
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Help us irnprove
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