HomeMy WebLinkAboutPermit M07-181 - SPRINT AT QUASIMOTOSPRINT AT QUASIMOTO
545 ANDOVER PK W
CANCELLATION 02-15-08
M07.181
Parcel No.: 2623049144
Address:
Suite No:
545 ANDOVER PK W TUKW
Tenant:
Name: SPRINT AT QUASIMOTO
Address: 545 ANDOVER PK W , TUKWILA WA
Owner:
Name: SOUTHCENTER CORPORATE SQUAR
Address: 150 CALIFORNIA ST , SAN FRANCISCO CA
Contact Person:
Name: MATT ENGLESBY
Address: 568 FIRST AV S, #560 , SEATTLE WA
Contractor:
Name: EAGLE COMMUNICATION SERVICES
Address: 1026 26 AV NW STE C , GIG HARBOR WA
Contractor License No: EAGLECS972QL
DESCRIPTION OF WORK:
INSTALL EMERGENCY GENERATOR TO EXISTING WIRELESS FACILITY.
Value of Mechanical: $8,000.00
Type of Fire Protection: NONE
Furnace: <100K BTU
>100K BTU
Floor Furnace
Suspended/Wall/Floor Mounted Heater
Appliance Vent
Repair or Addition to Heat/Refrig /Cooling System....
Air Handling Unit <10,000 CFM
>10,000 CFM
Evaporator Cooler
Ventilation Fan connected to single duct
Ventilation System
Hood and Duct
Incinerator: Domestic
Commercial/Industrial
doc: IMC -10/06
Cityf 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
MECHANICAL PERMIT
IOUIPMENT TYPE AND OUANTITY
0
0
0
0
0
0
0
0
0
0
0
0
0
O
* *continued on next page **
Permit Number:
Issue Date:
Permit Expires On:
Phone:
Phone: 206 -310 -2290
Phone:
Expiration Date: 06/26/2009
M07 -181
09/13/2007
03/11/2008
Fees Collected: $246.53
International Mechanical Code Edition: 2006
Boiler Compressor:
0-3 HP /100,000 BTU 0
3 -15 HP /500,000 BTU 0
15-30 HP /1,000,000 BTU.. 0
30 -50 HP/1,750,000 BTU.. 0
50+ HP /1,750,000 BTU 0
Fire Damper 0
Diffuser 0
Thermostat 0
Wood/Gas Stove 0
Water Heater 0
Emergency Generator 0
Other Mechanical Equipment 0
M07 -181 Printed: 09 -13 -2007
Permit Center Authorized Signature:
Signature:
Print Name:
doc: IMC -10/06
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�
Permit Number: MO7 -181
Issue Date: 09/13/2007
Permit Expires On: 03/11/2008
Date: q `0
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 no resume to • ' a ority to violate or can - the provisions of any other state or local laws regulating
construction or the perfon work. I . thorized to sign an • - - - this mechanical permit.
eS h
Date:
This permit shall become null and void if the work is not commenced • • 180 days from the date of issuance, or if the work is suspendec
or abandoned for a period of 180 days from the last inspection.
M07 -181 Printed: 09 -13 -2007
Parcel No.: 2623049144
Address: 545 ANDOVER PK W TUKW
Suite No:
Tenant: SPRINT AT QUASIMOTO
1: ** *BUILDING DEPARTMENT CONDITIONS * **
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
PERMIT CONDITIONS
Permit Number:
Status:
Applied Date:
Issue Date:
M07 -181
ISSUED
08/20/2007
09/13/2007
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 mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center
(206/431 - 3670).
4: 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.
5: 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.
6: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building
inspector. No exception.
7: 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.
8: Manufacturers installation instructions shall be available on the job site at the time of inspection.
9: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the Cityof Tukwila
Permit Center.
10: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building
Department (206 - 431 - 3670).
11: 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
* *continued on next page **
M07 -181 Printed: 09-13 -2007
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
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
construction or the performance of work.
doc: Cond -10/06 M07 -181
Date:
ordinances governing
or local laws regulating
Printed: 09 -13 -2007
Site Address: 5 4 A„, ,ir ✓ZC �.�, ��
Suite Number: Floor:
` New Tenant: ❑ Yes `.No
Property Owners Name: S wdr4. C o 1""1/4" ^ e r- (. ore cr * P �r 1S "I„ LL C .
Mailing Address: C) At- �e 0 v r t c.r e-S T , 1 n i tz y W
City State
- •
Tenant Name: > r . t, �. ,►M;.•� U
CONTACT PERSON who da ire contact when your permit is re ady to be Issn
CITY OF TUKWILA
Community Development Department
Public Works Department
Permit Center
6300 Southcenter Blvd., Suite 100
Tukwila, WA 98188
http:/lwww.ci.tukwila.wo.us
E -Mail Address: ill n L s . �� V✓a • Go`''Fax Number: 2 is /43 .�s S /
GENERA, CONTRACTOR INFORMATION-
(Contractor Informat forr Mechanical (pg <) for Plumbing ind Gas Piping (pg
Company Name: 1�G1c +►+�Ll- .!'� ate•• ‘uV7Lt -S `i
Mailing Address:
to 2-C 26 f L Aw. 1UW G Cam•• 11 .r L-r IA/ q is3 �J
State Zip
Contact Person: Day Telephone: 2 - S 3 85g-- - 9 0
E -Mail Address: Fax Number: 2 5? - k 5 t i, Z
Contractor Registration Number: EA c, L E C S 1721 Q L
ARCHITECT OF RECORD = All plans mast be wet stamped by Architect of
Company Name:
Mailing Address:
Contact Person: 444 / n '. 'f c
E -Mail Address: .tr r �d� L1►c. t'' .:
ENGIN OF' R MI p lans mast be wet stamped by Eng>I.neer of Reco
Company Name:
Mailing Address:
56k /' Ai,- C. 65 o
iuk
City
Contact Person: PA- Day Telephone:
E -Mail Address: Fax Number:
Q:Mppliadans\Pams- Applications On Line \3 -2006 - Pamit Application.doc
Revised: 9 -2006
Rh
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.: L 623
Day Telephone: Z� l t' G 2-q o
qdbq
City State Zip
Expiration Date: 6 ` 2 G f e
City state
Day Telephone: l e 4 •
Fax Number:
State
L 4
Zip
c 7'
Tap
e "!v
Zip
Page 1 of 6
Existing Building Valuation: $ 5 60" r.). 4,
Scope of Work (please provide detailed information): p .. 4 "�� € n,54'I( (',;„ en + r, .CL
Valuation of Project (contractor's bid price): $ 2 /v b t,
Will there be new rack storage? ❑ Yes X. No If yes, a separate permit and plan submittal will be required.
ru vide All Banding Areas in Square Footage Below
?Floor
3' Floor
Basement
A ccessory S tructure";
Attached Garage
Detached G ard
Attached C ar
Detached Carport
Covered Deck
sus
Addition to . ._
Existing
Structure
g5
Type of
:"Construction per
IBC
Type
Occupancy per
- IBC_
v
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): l✓ k Floor area of principal dwelling: 14 I - 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.
Q.MpplialioosVrams- Applications On Line'3 -2006 - Pamit Appliaaaadoc
Revised: 9-2006
bh
Page 2 of 6
ewer District
...Tukwila
❑ ...Sewer Use Certificate
PUBLIC WORKS PERMIT INFORMATION - 206- 433 -0179
Scope of Work (please provide detailed information): Crr• t ^ k ( r �-�� t � P.
r a..�6) t2 V
Water District
❑ ...Tukwila ❑ ...Water District #125
❑ ...Water Availability Provided
❑ ... ValVue
❑ ...Sewer Availability Provided
Submitted with Application (mark boxes which apply):
❑ ...Civil Plans (Maximum Paper Size — 22" x34")
❑ ...Technical Information Report (Storm Drainage)
❑ ...Bond ❑ .. Insurance ❑ .. Easement(s)
Proposed Activities (mark boxes that apply):
❑ ...Right -of -way Use - Nonprofit for less than 72 hours
❑ ...Right -of -way Use - No Disturbance
❑ ...Construction/Excavation/Fill - Right -of -way
Non Right -of -way
❑ ...Total Cut cubic yards
❑ ...Total Fill cubic yards
❑ ...Sanitary Side Sewer
❑ ...Cap or Remove Utilities
❑ ...Frontage Improvements
❑ ...Traffic Control
❑ ...Backflow Prevention - Fire Protection
Irrigation
Domestic Water
❑ ...Permanent Water Meter Size...
❑ ...Temporary Water Meter Size ..
❑ ...Water Only Meter Size
❑ ...Sewer Main Extension. Public
❑ ...Water Main Extension Public _
Q Appl om'Ycni - Applications on Linen -2006 - Pamit Appliadoadoc
Revised: 9.2006
m
11
,, WO#
Call before you Dig: 1- 800 - 424 -5555
❑ .. Abandon Septic Tank
❑.. Curb Cut
❑ .. Pavement Cut
❑ .. Looped Fire Line
,,
❑ .. Highline
❑ .. Renton
WO#
WO#
Private
Private
❑ .. Geotechnical Report
❑ .. Maintenance Agreement(s)
❑ .. Work in Flood Zone
❑ .. Storm Drainage
Please refer to Public Works Bulletin #1 for fees and estimate sheet.
❑ .. Renton
❑ .. Seattle
Septic System:
❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department.
❑ .. Right -of -way Use - Profit for less than 72 hours
❑ .. Right -of -way Use — Potential Disturbance
❑...Traffic Impact Analysis
❑ ...Hold Harmless — (SAO)
❑ ...Hold Harmless — (ROW)
❑ .. Grease Interceptor
❑ .. Channelization
❑ .. Trench Excavation
❑ .. Utility Undergrounding
❑...Deduct Water Meter Size
FINANCE INFORMATION
Fire Line Size at Property Line
❑ ...Water ❑ ...Sewer
Monthly Service Billinw to:
Name:
Mailing Address:
Water Meter RefundBillingj
Name:
Mailing Address:
Number of Public Fire Hydrant(s)
❑ ...Sewage Treatment
Day Telephone:
City
State
Zip
Day Telephone:
City
State
Zip
Page 3 of 6
Unit Type:
Qty
> Unit Type:
Qty
Unit Type:
Qty
Boiler /Compressor:
Qty'
Furnace<100K BTU
Air Handling Unit >10,000
CFM
Fire Damper
0-3 HP /100,000 BTU
Furnace>100K BTU
Evaporator Cooler
Diffuser
3 -15 HP /500,000 BTU
Floor Furnace
Ventilation Fan Connected
to Single Duct
Thermostat
15 -30 HP /1,000,000 BTU
Suspended/Wall/Floor
Mounted Heater
Ventilation System
Wood/Gas Stove
30 HP /1,750,000 BTU
Appliance Vent
Hood and Duct
Emergency
Generator
50+ HP /1,750,000 BTU
Repair or Addition to
Heat/Refrig/Cooling
System
Incinerator - Domestic
Other Mechanical
Equipment
Air Handling Unit
<10,000 CFM
Incinerator— Comm/Ind
MECHANICAL CONTRACTOR INFORMATION
t ( �
Company Name: � � a.�r►ur: G•.tb• - • > crlr :s.L S
n �
Mailing Address: I 02 ( 2C -' A-Yt; N W G C;,:.,. (� t 4k3 ,
City -
State Zip
Contact Person: Day Telephone: 2 53 ' k i (s - 7 Ci / l
E -Mail Address: Fax Number:
Contractor Registration Number: 14 LE G S¶ 7 L Q' L Expiration Date: 6/2-67 6 ei
Valuation of Mechanical work (contractor's bid price): $ g G G 6
Scope of Work (please provide detailed information): T +a . " ;; 'fc /( ern er ,
l Crier - cVor •k—o C � nr e (e,SS f't
Um Residential: New .... ❑ Replacement .... ❑
Commercial: New .... ❑ Replacement ...%
Fuel Type: Electric ❑
Gas .... ❑ Other J:
�t?
Indicate type of mechanical work being installed and the quantity below:
Q.1Applications\Fams- Applications On Line \3.2006 - Permit Appliationdoc
Revised: 9-2006
m
Page 4 of 6
Fixture Type: '"
=Qty
Fixture Type:
Qty '
Future Type. ". ?
:Qty .
' Future Type: -
Bathtub or combination
bath/shower
Drinking fountain or water
cooler (per head)
Wash fountain
Gas piping outlets
Bidet
Food -waste grinder,
commercial
Receptor, indirect
waste
Clothes washer, domestic
Floor drain
Sinks
Dental unit, cuspidor
Shower, single head trap
Urinals
Dishwasher, domestic,
with independent drain
Lavatory
Water Closet
Building sewer or trailer
park sewer
Rain water system — per
drain (inside building)
Water heater and/or
vent
Additional medical gas
inlets/outlets — six or more
Industrial waste
pretreatment interceptor,
including its trap and vent,
except for kitchen type
grease interceptors
Repair or alteration of water
piping and/or water treating
equipment
Repair or alteration
of drainage or vent
piping
Medical gas piping system
serving one to five
inlets/outlets for specific gas
Company Name:
Mailing Address:
r�.
1J
Contact Person:
E - Mail Address: tU L
Contractor Registration Number:
r�-
PLUMBING AND GAS PIPING CONTRACTOR INFORMATION
Valuation of Plumbing work (contractor's bid price): $
Valuation of Gas Piping work (contractor's bid price): $ PA
Scope of Work (please provide detailed information): N
Indicate type of plumbing fixtures and/or gas piping outlets being installed and the quantity below:
Q:Mpplica6o&Pants- Applications On rine\3 -2006 - Permit Applicationdoc
Revised: 9-2006
bit
City State Zip
Day Telephone:
Fax Number:
Expiration Date:
Building Use (per Int'l Building Code):
Occupancy (per Int'l Building Code):
Utility Purveyor: Water: Sewer:
Page 5 of 6
PERNIIT 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).
plumbin 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).
I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER
PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT.
BUILDING OWNER OR A ENT: e/4/2
Signature: ;G Date: 2,3 �' 7
Day Telephone: 2 G 3/.a 27 ' k ;
les 16'1
Print Name: /IA r' Fan
Mailing Address: 54 k /5=-
A
Date Application Accepted:
Q:Mpplications\Foams- Applications On rineO -2006 - Permit Applintion.doc
Revised: 9 -2006
hh
S. 1...* 650
City
State Zip
Date Application Expires:
2 -20 - 0
Staff Initials:
Page 6 of 6
Receipt No.: R07 -01745
Payee: PACIFIC TELECOM SERVICES LLC
ACCOUNT ITEM LIST:
Description
MECHANICAL - NONRES
PLAN CHECK - NONRES
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
RECEIPT
Parcel No.: 2623049144 Permit Number: M07 -181
Address: 545 ANDOVER PK W TUKW Status: PENDING
Suite No: Applied Date: 08/20/2007
Applicant: SPRINT AT QUASIMOTO Issue Date:
Initials: ELK Payment Date: 08/20/2007 01:40 PM
User ID: ADMIN Balance: $0.00
TRANSACTION LIST:
Type Method Description Amount
Payment Check 13162 246.53
Account Code Current Pmts
000/322.100 203.22
000/345.830 43.31
Total: $246.53
Payment Amount: $246.53
1774 08/20 9710 TOTAL 246. c3
doc: Receiot -06 Printed: 08 -20 -2007
rrAq
44 "-
40kW Diesel On- Site
POWER Power Industrial Generator
Model
MQP4OSS
Emissions
EPA Certified
Standby Rating
60 Hertz
40 kW (50 kVA)
Prime Rating
36 kW (45 kVA)
FILE COPY
Standard Features
Heavy Duty Engine
I Heavy duty, 4- cycle, diesel engine; turbocharged, direct injection,
water cooled, overhead valves.
• Manual speed control governor.
• Meets EPA emissions standards for mobile off - highway.
Alternator
• Brushless, 4 -pole, synchronous, 12 lead design.
• Class H insulation system conforms to NEMA MG1 -22, BS5000,
CSA- C22 -2, IEC -34 -1 standards for temperature rise.
• Sustained short - circuit capability allowing downstream coordination
breakers to trip without collapsing the generator field.
• Drip - proof, self- venting, amortisseur windings.
• Epoxy impregnated windings with tropical insulation for increased
environmental protection and long life.
• Exceptional waveshape and voltage balance; 2/3 pitch winding to
minimize harmonic distortion.
Electronic Voltage Regulator
• Encapsulated electronic voltage regulator precisely regulates the
current into the exciter field.
• Voltage regulation of ±1.0% no load to full load.
Full Load Acceptance
• Accepts 100% of standby nameplate rating in one step, in compliance
with NFPA, para 5- 13.2.6.
1nt
1
1
REVIEWED FOR
CODE COt.IPLIANCE
SEP 12 2007
RECEIVED
CRY OF TUKWILA
AUG 20 2001
-• r
Cooling System
• Closed circuit, pressurized system with ambient temperature rating
of 40 °C (104 °F).
Generator Control Panel
• ICS -50TM' microprocessor- based, digital control panel; vibration
isolated and NFPA 110 compliant.
• Liquid crystal display screen with alphanumeric readout for display
and programming.
• Self- diagnostic feature continuously verifies processing, memory
circuits and input/output.
Skid and Housing
• Outdoor weather-protective, sound - attenuated housings with single -
side access doors.
• Generator available as skid -mount or sub -base tank mount design.
• Integral vibration isolators.
• Steel battery rack and battery cables.
Warranty
• Engine - generator sets are covered by an express written 2 -year!
2000 hour (whichever occurs first) limited warranty.
• Optional extended warranties available.
Agency Approval
• UL 2200 certification.
MO1 Ib(
Alternator Specifications
p
Manufacturer/Model
Standard 3 -Phase Generator
Marathon MagnaPlus 284PSL1742
Optional Full Output
1 -Phase Generator
Marathon MagnaPlus 284PSL1750
Type
4 -Pole, Rotating Field
4 -Pole, Rotating Field
Exciter Type
Brushless, Shunt Excitation Design
Brushless, Shunt Excitation Design
Number of Leads
12 Lead, Broad Range, Reconnectable
4 Lead
Voltage Regulator
SE350, Solid State, Volts -per -Hertz
SE350, Solid State, Volts- per -Hertz
Insulation
NEMA MG1 -1.66
NEMA MG1 -1.66
Material
Class H
Class H
Temperature Rise
125 °C, Standby Rating
125 °C, Standby Rating
Bearing, Type
Single, Sealed
Single, Sealed
Coupling
Flexible Disk Type
Flexible Disk Type
Cooling Air Volume
250 dm (7.1 ma /min.)
250 cfm (7.1 m3 /min.)
Amortisseur Windings
Full
Full
Voltage Regulation (no load to full load)
±1%
±1%
Single Step Load Acceptance per NFPA 110
100% of Rating
100% of Rating
Amperage
Voltage
Phase
Wire
Amperage
120/208 Volt
3
4
138
120/240 Volt
3
4
120
277/480 Volt
3
4
60
120/240 Volt
1
3
133
120/240 Volt Full Output
1
3
167
Engine Specifications
Manufacturer/Model
Isuzu 4JGITPV -01
Type
4 - cycle direct injection, turbocharged,
water cooled
Cylinder Arrangement
4 In -Line
Displacement
189 in (3.1 liter)
Bore
3.74 in. (95 mm)
Stroke
4.21 in. (107 mm)
Compression Ratio
18.6:1
Cylinder Block
Cast iron
Cylinder Head
Cast iron, overhead valves
Crankshaft
High carbon steel, forged and tuftrided
Brake Mean Effective Pressure
(BMEP)
153,65 psi (1.06 Mpa)
Rated RPM
1800 RPM
Max. Power it Rated RPM
(with fan)
Standby: 66.0 bhp (49 kW)
Prime: 58 bhp (43 kW)
Governor Type
Mechanical
Frequency Regulation:
no load to full load
8% under varying loads from no load
to 100% rated load.
Frequency Regulation:
Steady State
±0.5% of mean value for constant
loads from no load to full load.
Air Cleaner Type
Dry
Lubrication System
Type
Gear Driven
System Capacity-Less Filter
2.0 gallons (7.6 liters)
System Capacity-With Filter
2.5 gallons (9.6 liters)
Oil Filter
Full flow disposable spin -on
Oil Cooler
Integral
Oil Temperature Normal Range
185 - 230°F (85 110°C)
Maximum Range
230°F (110°C)
Electrical System
Battery Charging Alternator - Make
Hitachi
Ground Type
Negative
Volts (DC)
12VDC
Ampere Rating
50A
Starter Motor Make/Model
Mitsubishi
Starter Motor Rated Voltage
12VDC
Starter Motor Battery Capacity
650 Ah
Pre - Heater Type
Glow Plugs
Inrush Current
860 A
Cranking Current
600 A
POWER
4 0kW Diesel On -Site
Power Industrial Generator
Rating Guidelines
STANDBY POWER: Rating corresponds to ISO Standard Fuel Stop Power. It is applicable
for supplying standby electrical power at variable load in areas with well established
electrical networks in the event of normal utility power failure. No overload capability is
available for this rating.
PRIME POWER: Rating corresponds to ISO Standard Power for continuous operation. It is
applicable for supplying electrical power at variable load for an unlimited number of hours
instead of commercially purchased power. A 10% overload capability is available for this
rating.
SINGLE PHASE OUTPUT: Broad range alternators can supply single phase output up to
2/3 set rated 3 -phase kW at 1.0 P.F. Refer to Amperage mart.
Cooling System
Exhaust Manifold Type
Dry
Radiator Design
Standard horizontal discharge
Ambient Temperature Rating
180°F (82°C)
Coolant Capacity (Engine Only)
1.3 gallons (5.0 liters)
Water Pump Design/Type
Belt driven, Centrifugal Vane
Coolant Flow
19.5 gaVmin (73.8 Umin)
Radiator Cooling Air
85.0 cfm (2.41 m /min)
Heat Rejection At Rated Load:
From Engine
Standby: 364.2 Btu/min (6.4 kW)
Prime: 313.0 Btu/min (5.5 kW)
To Coolant
Standby: 1992.2 Btu/min (35 kW)
Prime: 1764.5 Btu/min (31 kW)
Fan Diameter
15.7 in. (400 mm)
Fan Horsepower
0.8 hp (0.6 kW)
High Water Temperature Indication
Pre - Alarm: 210.2 °F (99 °C)
Shutdown: 221.0 °F (105 °C)
Pressure Cap Setting
7 psi (48 kPa)
Fuel System
Fuel Injection Pump Make
Bosch
/ Zexel
Recommended Fuel
ASTM -D975 / No.2 -D
Feed Pump Pressure
24.9 psi (172 kPa)
Feed Pump Maximum Suction Head
3.3 feet (1.0 meter)
Fuel Filter
Replaceable, spin -on, paper
element type filter
Total Fuel Flow
39.6 gal/hr (150 L/hr)
Fuel Consumption
Diesel Fuel At % of Load
Standby
gal/hr (Uhr)
Prime
gaVhr (Uhr)
100%
3.4 (12.9)
2.9 (11.0)
75%
2.4 (9.1)
2.2 (8.3)
50%
1.7 (6.4)
1.6 (6.0)
25%
1.1 (4.5)
1.1 (4.5)
40kW Diesel On -Site
POWER
Power. Industrial Generator
Exhaust System
Exhaust Flow at Rated kW
Exhaust Temperature at Rated kW
Maximum Allowable Backpressure
Heat Rejection To Exhaust
Standby: 331.9 cfm (9.4 m /min)
Standby: 856°F (458°C)
40.95 in/wc (10.2kPa)
Standby: 56kW 3187.52 Btu/min
Derating Factors
The engine may be operated up to 500 ft.
and up to 25 °C without derating. For
operation at higher altitudes and ambient
temperatures, the power should be
derated according to the following factors:
Altitude
3% / 1000 ft.
Ambient
Temperature
0.36% 1°C
GENERATOR CONTROLLER
• ICS -50n`t microprocessor -based digital generator controller.
• 12 or 24 Volt DC compatible.
• Meets all NFPA 110 requirements for emergency power systems
Level I installations.
• Baddit LCD display screen with alphanumeric readout.
• Front panel keypad provides password protected programming.
• Self diagnostic features continuously verify processing, input/
output and memory circuits.
• Metering accurate to +1% within temperature range of 0°C to
+50°C.
• EMI /RFI noise immunity and surge performance per IEEE
C62.41.
• Certified to UL508 and CSA 22.2 #14 Industrial Control
Equipment Standards.
AC Metering Display:
• Voltage /Amperage/
Frequency
• Generator Phase Voltage / Current
• Generator Frequency
Engine Information Display:
■ Engine Temperature /
Oil Pressure (psi)
■ Battery Voltage (DC) / Tachometer
• Hourmeter
Timer Countdown Display:
• Engine Start Delay
a Oil Bypass
• Overcrank
• Cycle Crank
• Rest Period
• Starter Re- engage Delay
• Bypass Delay
Minor Fault Warning Display:
• Switch Not In Auto
• Low Fuel Level
• Low Oil Pressure Alarm
• Low Engine Temperature
• High Engine Temperature Alarm
• Low Battery Voltage
• High Battery Voltage
• Weak Battery Condition
• Battery Charger Input Fail
• Undervoltage
■ Underfrequency
• Overfrequency
• Overcurrent
Major Fault Shutdown Display:
• Overvoltage
Standard Controller Features
• Emergency Stop
■ Loss Of Speed
• Overcrank
• Overspeed
■ Low Oil Pressure
■ High Engine Temperature
■ Low Coolant Level
• Spare Programmable Digital Faults
Switches And Operating Controls:
• Run / Off / Auto / Load Test Buttons
• Decrement / Increment / Previous
(Exit) /Next (Enter) Program Buttons
• Emergency Stop Button
a Audible Alarm Horn -
80 dB(A) at 2 feet
■ Alarm Horn Silence Button
• Lamp Test Button
• Fault Reset Function
• RJ45 Remote Communications,
External Expansion Module Ports
Control LED Indicators:
■ Switch Position (Run, Off, Auto,
Load Test)
• Common Alarm (Minor Fault)
• Common Shutdown (Major Fault)
■ Generator Ready (When in Auto)
• Speed Signal
• Emergency Stop
Diagnostic LED Indicators:
■ Run Output Energized
a Crank Output Energized
• Remote Start Signal Initiated
or Common Fail Output Energized
• Watchdog - CPU Running
• Programmable Output Contacts
Weights and
Housing
Options
Dimensions
A
B
C
Skid -mount
12hr fuel tank'
24hr fuel tank'
Open
Genet
84 in.
(2,133 mm)
34 in.
(863 mm)
43 in
(1,092 mm)
48 in.
(1,245 mm)
58 in.
(1,473 mm)
Weight
1,466 lbs
(665 kg)
1,925 lbs
(873 kg)
2,030 lbs
(921 kg)
Standard
84 in.
(2,133 mm)
34 in.
(863 mm)
66 in.
(1,676 mm)
72 in.
(1,829 mm)
81 in.
(2,057 mm)
Weight
t,893 lbs
(859 kg)
2,352 lbs
(1,067 kg)
2,457 lbs
(1,114 kg)
Sound
Attenuated
84 in.
(2,133 mm)
34 in.
(863 mm)
66 in.
(1,676 mm)
72 in.
(1,829 mm)
81 in.
(2,057 mm)
W ght
1,946 lbs
(883 kg)
2,405 In
(1,090 kg)
Z510 lbs
(1,138 kg)
4 40kW Diesel On -Site
POWER Power Industrial Generator
Generator Set Options
Alternator
❑ Full output 1 Phase Alternator
❑ Generator Strip Heater
o Permanent Magnet Generator (PMG)
Control Panel
o Remote Monitoring and Generator
Network Communications Link
o Voltage Adjusting Rheostat
Cooling System
o Coolant Heater
a Low Coolant Shutdown Safety
o Radiator Duct Flange
Engine
o Electronic Governor
o Engine Crankcase Ventilation Filter
Enclosed Unit
o Outdoor Weather- protective Housing
o Outdoor Sound - Attenuated Housing
o Critical Grade Exhaust Silencer
o Exhaust Mounting Package
o Rain Cap
Open Unit
❑ Critical Exhaust Silencer
o Exhaust Mounting Package
Electrical System
o Battery
o Environmental Plastic Battery Box
o Battery Charger, Equalize /Float Type
3.5 Amperes
❑ Battery Charger w /Alarms, Equalize/Float
Type, 10 Amperes
Fuel System
❑ Sub -base Fuel Tank (12 -hr / 39 gal), Double
Wall, UL142
❑ Sub -base Fuel Tank (24 -hr / 77 gal), Double
Wall, UL142
Automatic Transfer Switch
❑ Amperage
❑ No. Poles
❑ Type Enclosure
❑ Options
Optional
NOTE: Weights are based on dry genets with standard equipment. The total weight may vary according to
fluid additions and/or optional equipment ordered with the unit.
Backfeed to a utility system can cause electrocution and/or property damage.
Do not connect to any building's electrical system except through an approved
device. Specifications are subject to change without notice.
Your MO Power dealer is:
C COPYRIGHT 2007, MQ POWER
Rev. 0 (05 -07) MOP4OSS
POWER
Miscellaneous
❑ Main Line Circuit Breaker
❑ 120/208 Volt, 3 Phase, 3 Pole
0 120/240 Volt, 3 Phase, Delta, 3 Pole
❑ 139/240 Volt, 3 Phase, 3 Pole
❑ 277/480 Volt, 3 Phase, 3 Pole
o 120/240 Volt, 1 Phase, 2 Pole
❑ Main Line Circuit Breaker Options
❑Auxiliary Contacts
a DC Shunt Trip
a Remote Annunciator Panel
❑ Remote Emergency Stop Kit
o Vibration Isolators, Spring Type
1r
A
0
a
o I1
11 0 1
r
MO POWER
POST OFFICE BOX 6254
CARSON, CA 90749
310 - 537 -3700 • 800- 883 -2551
FAX: 310 -632 -2656
E -MAIL: mqpower@multiquip.com
WEBSITE: www.mqpower.com
02 -12 -2008
MATT ENGLESBY
568 FIRST AV S, #560
SEATTLE WA 98104
RE: Permit No. M07 -181
545 ANDOVER PK W 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 Codes, Uniform Plumbing/Fuel Gas Code and/or the National Electrical Code, every permit issued by the
Building Division under the provisions of the 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 issuance, 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 International Codes, Uniform Plumbing/Fuel Gas Code and/or the National Electrical Code does
allow the Building Official to approve one extension of time for an additional period not exceeding 180 days. Extension requests
must be in writing and provide satisfactory reasons why circumstances beyond the applicants control have prevented action from
being taken.
In the event you do not call for the above inspection and receive an extension prior to 03/11/2008 , your permit will become null and
void and any further work on the project will require a new permit application and associated fees.
Thank you for your cooperation in this matter.
Sincerely,
er Marshall
Permit Technician
xc: Permit File No. M07 -181
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
DEPARTMENTS:
Bui
1'I
S
g Division
PERMIT COORD COPY
PLAN REVIEW /ROUTING SLIP
ACTIVITY NUMBER: M07 -181 DATE: 08 -20 -07
PROJECT NAME: SPRINT AT QUASIMOTO
SITE ADDRESS: 545 ANDOVER PK W
X Original Plan Submittal Response to Incomplete Letter #
Response to Correction Letter #
Revision # After Permit Issued
1
Fire revention
Public Works ❑ Structural ❑ Permit Coordinator n
DETERMINATION OF COMPLETENESS: (Tues., Thurs.)
Complete
Comments:
Documents/routing slip.doc
2 -28 -02
APPROVALS OR CORRECTIONS:
Incomplete n
TUES/THURS ROUT NG:
Please Route Structural Review Required
REVIEWER'S INITIALS:
DUE DATE: 08-21-07
DATE:
DATE:
Planning Division
Not Applicable E
Permit Center Use Only
INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED:
Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials:
No further Review Required
n
DUE DATE: 09-18-07
Approved ❑ Approved with Conditions Iv l Not Approved (attach comments) n
Notation:
REVIEWER'S INITIALS:
Permit Center Use Only
CORRECTION LETTER MAILED:
Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials:
License Information
License
EAGLECS972QL
Licensee Name
EAGLE COMMUNICATION SRVCS INC
Licensee Type
CONSTRUCTION CONTRACTOR
UBI
602037526
Ind. Ins. Account Id
SECRETARY
Business Type
CORPORATION
Address 1
1026 26TH AVE NW, SUITE C
Address 2
12/01/2005
City
GIG HARBOR
County
PIERCE
State
WA
Zip
98335
Phone
2538589611
Status
ACTIVE
Specialty 1
GENERAL
Specialty 2
UNUSED
Effective Date
11/13/2003
Expiration Date
6/26/2009
Suspend Date
Separation Date
Parent Company
Previous License
EAGLECNOO6L6
Next License
Associated License
Business Owner Information
Name
Role
Effective Date
Expiration Date
PERRYCOOK, JAY
PRESIDENT
12/01/2005
PERRYCOOK, TAHIRIH
SECRETARY
12/01/2005
PAGE, KEVIN S
PRESIDENT
11/13/2003
12/01/2005
PAGE, LAURA S
SECRETARY
11/13/2003
12/01/2005
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.
Bond Information
Bond
Bond
Company
Name
Bond Account
Number
Effective
Date
Expiration
Date
Cancel
Date
Impaired
Date
Bond
Amount
Received
Date
https: // fortress. wa. gov /lni/bbip /printer.aspx ?License= EAGLECS972QL 09/13/2007
d`d
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m
da
i
REVISIONS
07/ I0 /07
08/08/07
LO /£I /801
ISSUED FOR PCD REVIEW
ISSUED FOR PCD REVIEW
ISSUED FOR CONSTRUCTION
Q ..
By
Date:
Plan review approval is subject to errors and omissions
Approval c'r ccr 1.!ctlon documents does not authorize
the vloic'.t..'.• l �I l_.a {......:� ...d code or ordinance. Receipt
Of apprcvc :_:a C_ _-J ccnd ter is admot dged:
6
City of 'Tt,kwila
BUILDING DIVISION
PROJECT INFORMATION
PROJECT DESCRIPTION: SPRINT — NEXTEL PROPOSES TO AMEND AN EXISTING UNSTAFFED
TELECOMMUNICATIONS FACILITY WITH THE ADDITION OF A 40KW
DIESEL GENERATOR AND FUEL TANK MOUNTED ON A NEW
CONCRETE PAD.
SITE ADDRESS:
PROPERTY OWNER:
APPLICANT:
PROJECT CONTACT:
LATITUDE:
LONGITUDE:
LAT /LONG TYPE:
ELEVATION:
PARCEL NUMBER:
CURRENT USE:
PROPOSED USE:
POWER:
TELCO:
JURISDICTION:
ZONING:
APPLICABLE CODE:
CONSTRUCTION TYPE:
OCCUPANCY TYPE:
PROJECT AREA:
VALUATION:
545 ANDOVER PARK W
TUKWILA, WA 98188
SOUTHCENTER CORPORATE SQUARE, LLC.
635 ANDOVER PARK WEST, STE 107
TUKWILA, WA 98188
SPRINT /NEXTEL
10545 WILLOWS RD NE
SUITE 100
REDMOND, WA 98052
MATT ENGLESBY
PHONE: (206) 310 -2290
EMAIL: MENGLESBYOPTSWA.COM
47 27' 05.9" N
122' 15' 25.1" W
NAD 83
26' AMSL
2623049144
TELECOMMUNICATIONS FACILITY
TELECOMMUNICATIONS FACILITY
PSE
PHONE: (888) 227 -5773
QWEST
PHONE: (800) 603 -6000
CITY OF TUKWILA
TUC
2006 IBC
II —B
UNOCCUPIED
APPROX. 130 S.F.
$10,000
REVISIONS
No changes shall b made ade to scope
of work without prior approval Tukwila Building Division.
NOTE: and may include ' al plan plan
w fees. submittal
an y
print.
Together with NEXTEL
QUASIMOTO
WA0234
" j SaAhcente2 Ma r----
5oulhcant
SGaiider13!W=__. StrandeLLIN
T ?land Dr"
VICINTY MAP
DRIVING DIRECTION
DEPART: 10545 WILLOWS RD NE, REDMOND, WA 98052 ON WILLOWS RD NE (SOUTH)
TURN RIGHT (WEST) ONTO SR -908 [REDMOND WAY]
TURN OFF ONTO RAMP 0.6 MI 1 -405 / RENTON
MERGE ONTO 1 -405 (SOUTH)
AT 1 -405 EXIT 1, TURN OFF ONTO RAMP WA -181 S / TUKWILA / W. VALLEY HWY.
TURN RIGHT (EAST) ONTO INTERURBAN AVE S
CONTINUE (SOUTH —EAST) ON SR -181 [W VALLEY HWY]
TURN RIGHT (WEST) ONTO STRANDER BLVD
TURN LEFT (SOUTH) ONTO ANDOVER PARK W
ARRIVE: 545 ANDOVER PARK W, SEATTLE, WA 98188
EPARATE PERMIT
REQUIRED FOR:
011,Mdchanical
❑ Plumbing
0 Gas Piping
City of Tukwila
BUILDING DIV E
INDEX
T -1 TITLE SHEET AND GENERAL INFORMATION
G -1 GENERAL NOTES
A -1 SITE PLAN
A -2 ENLARGED SITE PLAN
A -3 GENERATOR AND EQUIPMENT DETAILS
A -4 GENERATOR PAD DETAILS
A -5 WOOD FENCE DETAILS
E -1 GROUNDING PLAN AND ELECTRICAL NOTES
E -2 MQ POWER DIESEL GENERATOR AND ALARM WIRING
E -3 ATS CABLE SCHEDULE AND ATS ALARM WIRING
E -4 ELECTRICAL_DET
RE \f o b p F ���
CODE COIF _
S EP 12 2001
Of Tuk lla
CRY — ��T ;1�
A CT TEAM
DESIGN TEAM
THOMAS R. HOLLAND, AIA
PACIFIC TELECOM SERVICES, LLC
568 FIRST AVE S, SUITE 650
SEATTLE. WA 98104 -2804
CONTACT: STEVE ISHIHARA
PHONE: (206) 342 -9000 EXT. 412
FAX: (206) 903 -8513
EMAIL: SISHIHARAOPTSWA.COM
ZONING CONTACT
PACIFIC TELECOM SERVICES, LLC
568 FIRST AVE S, SUITE 650
SEATTLE, WA 98104 -2804
CONTACT: MATT ENGLESBY
PHONE: (206) 310 -2290
E —MAIL: MENGLESBYOPTSWA.COM
CURRENT ISSUE
CONSTRUCTION DRAWINGS'
APPROVALS:
SPRINT /NEXTEL•
LANDLORD
CONST•
S /A•
RF•
ZONING.
A &E•
PRIME CONTACT
SPRINT /NEXTEL
10545 WILLOWS RD NE
SUITE 100
REDMOND, WA 98052
CONTACT: BRYAN ADAMS
OFFICE: (425) 278 -2109
PROJECT MANAGER
PACIFIC TELECOM SERVICES, LLC
568 FIRST AVE S, SUITE 650
SEATTLE, WA 98104 -2804
CONTACT: LORI CHASE
PHONE: (206) 342 -6386
EMAIL: LCHASEOPTSWA.COM
DATE
RECEIVED
CITY OF TUKWILA
AUG 2 0 20011
PERmti CENTEc:
Together with NE7CTE
103MS WILLOWS 3D M2 51111[ IMO
SWOONS, WA 99032
MnOML'
423273.2400
1111111=1111
PACIFIC TELECOM SERVICES,
LLC
3M Mn1 Avenue S.. 3ANM Ala
S.W. WA. M1D4
Mown (ms) 142 -3000 2m (203) 903 -I51:
407 f.
EREC
TECT
THOMA R. HOLLAND
STATE • WASHINGTON
0
d
d"
N
O
JOB I
WA0234
REVISION
TITLE SHEET AND
GENERAL INFORMATION
DRAWING #
T -1
0
TUKWILA, WA 98 88
545 ANDOVER PARK W
db.
Hl
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J
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j ai
REVISIONS
07/10/07
08/08/07
ILO /£I /80
ISSUED FOR PCD REVIEW
ISSUED FOR PCD REVIEW
ISSUED FOR CONSTRUCTION I
..
STRUCTURAL STEEL NOTES
1. ALL STEEL WORK SHALL BE PAINTED IN ACCORDANCE
WITH THE PROJECT SPECIFICATIONS AND IN ACCORDANCE
WITH ASTM A36 UNLESS OTHERWISE NOTED.
2. ALL WELDING SHALL BE PERFORMED USING E70XX
ELECTRODES AND WELDING SHALL CONFORM TO AISC AND
AWS D1.1. WHERE FILLET WELD SIZES ARE NOT SHOWN,
PROVIDE THE MINIMUM SIZE PER TABLE J2.4 IN THE AISC
"MANUAL OF STEEL CONSTRUCTION ". PAINTED SURFACES
SHALL BE TOUCHED UP.
3. BOLTED CONNECTIONS SHALL BE ASTM A325 BEARING
TYPE (3/4"0) CONNECTIONS AND SHALL HAVE MINIMUM
OF TWO BOLTS UNLESS NOTED OTHERWISE.
4. NON- STRUCTURAL CONNECTIONS FOR STEEL GRATING MAY
USE 5/8" DIA. ASTM A 307 BOLTS UNLESS NOTED
OTHERWISE.
5. INSTALLATION OF CONCRETE EXPANSION /WEDGE ANCHOR,
SHALL BE PER MANUFACTURER'S WRITTEN RECOMMENDED
PROCEDURE. THE ANCHOR BOLT, DOWEL OR ROD SHALL
CONFORM TO MANUFACTURER'S RECOMMENDATION FOR
EMBEDMENT DEPTH OR AS SHOWN ON THE DRAWINGS. NO
REBAR SHALL BE CUT WITHOUT PRIOR ENGINEERING
APPROVAL WHEN DRILLING HOLES IN CONCRETE. SPECIAL
INSPECTIONS, REQUIRED BY GOVERNING CODES, SHALL BE
PERFORMED IN ORDER TO MAINTAIN MANUFACTURER'S
MAXIMUM ALLOWABLE LOADS.
6. EXISTING PLATFORM INSTALLATIONS SHALL INCLUDE THE
INSTALLATION OF AN ANGLE UNDER THE STRUCTURAL
MEMBER OF THE PLATFORM TO SECURE THE GENSET TO
THE PLATFORM IN LIEU OF THE GATING.
7. SURFACE MOUNTING OF CONDUITS SHALL BE AVOIDED AT
ALL POSSIBLE LOCATIONS WHERE PEDESTRIAN TRAFFIC
CAN OCCUR. WHERE THIS IS UNAVOIDABLE, GRIP STRUT
BRIDGING SHALL BE USED FOR INSTALLATION TO PROTECT
THE CONDUITS AND POTENTIAL FOR PERSONNEL TRIPPING
HAZARDS.
ELECTRICAL NOTES:
1. ALL DETAILS ARE SHOWN IN GENERAL TERMS. ACTUAL
INSTALLATION AND CONSTRUCTION MAY VARY DUE TO SITE
SPECIFIC CONDITIONS.
2. GROUND ALL ANTENNA BASES, FRAMES, CABLE RUNS, AND
OTHER METALLIC COMPONENTS USING GROUND WIRES AND
CONNECT TO SURFACE MOUNTED BUS BARS. FOLLOW
ANTENNA AND BTS MANUFACTURERS PRACTICES FOR
GROUNDING REQUIREMENTS. GROUND COAX SHIELD AT
BOTH ENDS AND EXIT FROM TOWER OR POLE USING MFR'S
SPECIFICATIONS AND RECOMMENDATIONS.
3. ALL GROUND CONNECTIONS SHALL BE CADWELD. BELOW
GRADE ALL WIRES SHALL BE COPPER THHN/THWN. ABOVE
GRADE ALL GROUND WIRE SHALL BE GREEN INSULATED
WIRE.
4. REFER TO DIVISION 16 GENERAL ELECTRIC; GENERAL
ELECTRICAL PROVISION AND COMPLY WITH ALL
REQUIREMENTS OF GROUNDING STANDARDS.
5. RIGID CONDUIT SHALL BE USED WHERE DAMAGE CAN
OCCUR FROM VEHICULAR TRAFFIC OR EQUIPMENT DELIVERY
EXERCISES.
6. ATS AND GENSET LABELS ARE TO BE PROVIDED AND
INSTALLED WITH SERIAL AND CASCADE NUMBERS FOR THE
ATS AND GENSETS. LABELS SHALL BE ATTACHED VIA
ALUMINUM OR SS SCREWS - CONSTRUCTION MANAGER TO
PROVIDE TO SUBS FOR INSTALLATION AT THE SITE.
7. NEW INSTALLATION SHALL BE PVC CONDUIT, USE SCH 80
ABOVE GROUND AND SCH 40 BELOW GROUND. ALSO REFER
TO CONSTRUCTION MANAGER DIRECTION FOR ANY CONDUIT
EXPOSED TO TRAFFIC (VEHICLE OR FOOT).
8. CONTRACTOR TO PROVIDE A NEW 66 BLOCK IF REQUIRED,
WITH FURTHER ROUTING TO THE RBS EQUIPMENT CABINET
AND LEFT WITH A 2' COIL OF WIRE. ALARM CABLING IN
THE TELCO CABINET SHALL BE INSTALLED IN A NEAT
FASHION WITH A 6" SERVICE COIL. CONTRACTOR SHALL
NOT MAKE PUNCH DOWNS ON THE TELCO BOARD 66
BLOCK
GENERAL NOTES:
1. THE SPRINT /NEXTEL METHOD OF PROCEDURE (MOP) MOPS
2061108 INSTALLATION OF PAD MOUNTED GENERATOR SETS
IS THE BASIS FOR ALL TECHNICAL INSTALLATION
SPECIFICATIONS; IN THE EVENT THERE IS A CONFLICT
BETWEEN THESE CONSTRUCTION DOCUMENTS OR THE
INSTALLATION CHECKLIST AND THE GENSET MOP, THE
CONTRACTOR SHALL FOLLOW THE DIRECTIVE DESCRIBED
WITHIN THE MOP AND CONTACT THE CONSTRUCTION
MANAGER TO APPRISE. EXCEPT NO PORTABLE GENERATOR
S/0 CORD SHALL BE REMOVED
2. DRAWINGS ARE NOT TO BE SCALED, WRITTEN DIMENSIONS
TAKE PRECEDENCE, THIS SET OF DOCUMENTS IS INTENDED
TO BE USED FOR DIAGRAMMATIC PURPOSES ONLY, UNLESS
NOTED OTHERWISE. THE GENERAL CONTRACTOR'S SCOPE OF
WORK SHALL INCLUDE FURNISHING ALL MATERIALS,
EQUIPMENT, LABOR, AND ANY REQUIREMENTS DEEMED
NECESSARY TO COMPLETE INSTALLATION AS DESCRIBED IN
THE DRAWINGS AND OWNER'S PROJECT MANUAL.
3. THE PROPOSED FACILITY WILL BE UNMANNED AND DOES
NOT REQUIRE PORTABLE WATER OR SEWER SERVICE.
4. THE PROPOSED FACILITY IS UNMANNED AND IS NOT FOR
HUMAN HABITAT. (NO HANDICAP ACCESS IS REQUIRED).
5. INFORMATION SHOWN ON THESE DRAWINGS WAS OBTAINED
FROM SITE VISITS AND DRAWINGS PROVIDED BY THE SITE
OWNER. DRAWINGS WERE PREPARED FROM SITE SPECIFIC
DETAILS AND STANDARDIZED DETAILS DEVELOPED BY PACIFIC
TELECOM SERVICES, LLC. STANDARDIZED DETAILS ARE TO BE
CONFIRMED AND CORRELATED AT THE SITE BY THE
CONTRACTOR. THE CONTRACTOR SHALL FIELD VERIFY ALL
DIMENSIONS. MODIFICATIONS DUE TO FIELD CONDITIONS
MUST BE SUBMITTED TO, AND APPROVED BY,
SPRINT /NEXTEL PRIOR TO ORDERING MATERIAL OR
PROCEEDING WITH CONSTRUCTION.
6. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL
PERMITS AND INSPECTIONS REQUIRED FOR CONSTRUCTION.
7. CONTRACTOR SHALL REMOVE ALL TRASH AND DEBRIS FROM
THE SITE ON A DAILY BASIS. ALL INSTALLATIONS SHALL BE
1007 CLEAN OF ALL DEPRIS AND METAL FILINGS SHALL BE
REMOVED FROM ENCLOSURES, SITE AREA, FIXTURES,
PLATFORMS, ETC.
8. PRIOR TO THE SUBMISSION OF BIDS, CONTRACTORS
INVOLVED SHALL VISIT THE JOB SITE TO FAMILIARIZE
THEMSELVES WITH ALL CONDITIONS AFFECTING THE
PROPOSED PROJECT. CONTRACTORS SHALL VISIT THE
CONSTRUCTION SITE WITH THE CONSTRUCTION /CONTRACT
DOCUMENTS TO VERIFY FIELD CONDITIONS AND CONFIRM
THAT THE PROJECT WILL BE ACCOMPLISHED AS SHOWN.
PRIOR TO PROCEEDING WITH CONSTRUCTION, ANY ERRORS,
OMISSIONS, OR DISCREPANCIES SHALL BE BROUGHT TO THE
ATTENTION OF THE ARCHITECT /ENGINEER VERBALLY AND IN
WRITING.
9. THE GENERAL CONTRACTOR SHALL RECEIVE WRITTEN
AUTHORIZATION TO PROCEED WITH CONSTRUCTION PRIOR
STARTING WORK ON ANY ITEM NOT CLEARLY DEFINED BY
THE CONSTRUCTION DRAWINGS /CONTRACT DOCUMENTS.
10. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE
PROJECT DESCRIBED IN THE CONTRACT DOCUMENTS. TH
CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL
CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENC
AND PROCEDURES FOR COORDINATING ALL PORTIONS OF
THE WORK UNDER THE CONTRACT.
TO
GENERAL NOTES (CONT.):
11. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND
MATERIALS ACCORDING TO MANUFACTURER'S/VENDOR'S
SPECIFICATIONS UNLESS NOTED OTHERWISE OR WHERE
LOCAL CODES OR ORDINANCES TAKE PRECEDENCE.
12. ALL WORK PERFORMED ON THE PROJECT AND MATERIALS
INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL
APPLICABLE CODES, REGULATIONS, AND ORDINANCES.
CONTRACTOR SHALL GIVE ALL NOTICES AND COMPLY WITH
ALL LAWS, ORDINANCES, RULES, REGULATIONS AND
LAWFUL ORDERS OF ANY PUBLIC AUTHORITY, MUNICIPAL
AND UTILITY COMPANY SPECIFICATIONS, AND LOCAL AND
STATE JURISDICTIONAL CODES BEARING ON THE
PERFORMANCE OF THE WORK.
13. THE STRUCTURAL COMPONENTS OF ADJACENT
CONSTRUCTION OR FACILITIES ARE NOT TO BE ALTERED
BY THIS CONSTRUCTION PROJECT UNLESS NOTED
OTHERWISE.
14. SEAL ALL PENETRATIONS THROUGH FIRE -RATED AREAS
WITH U.L. LISTED OR FIRE MARSHALL APPROVED
MATERIALS IF APPLICABLE TO THIS FACILITY AND OR
PROJECT SITE.
15. CONTRACTOR TO PROVIDE A PORTABLE FIRE EXTINGUISHER
WITH A RATING OF NOT LESS THAN 2 -A OR 2-Al OBC
WITHIN 75 FEET TRAVEL DISTANCE TO ALL PORTIONS OF
PROJECT AREA DURING CONSTRUCTION.
16. CONTRACTOR SHALL MAKE NECESSARY PROVISIONS TO
PROTECT EXISTING IMPROVEMENTS, EASEMENTS, PAVING,
CURBING, ETC. DURING CONSTRUCTION. UPON COMPLETION
OF WORK, CONTRACTOR SHALL REPAIR ANY DAMAGE THAT
MAY HAVE OCCURRED DUE TO CONSTRUCTION ON OR
ABOUT THE PROPERTY.
17. THE ARCHITECTS /ENGINEERS HAVE MADE EVERY EFFORT
TO SET FORTH IN THE CONSTRUCTION AND CONTRACT
DOCUMENTS THE COMPLETE SCOPE OF WORK.
CONTRACTORS BIDDING THE JOB ARE NEVERTHELESS
CAUTIONED THAT MINOR OMISSIONS OR ERRORS IN THE
DRAWINGS AND OR SPECIFICATIONS SHALL NOT EXCUSE
SAID CONTRACTOR FROM COMPLETING THE PROJECT AND
IMPROVEMENTS IN ACCORDANCE WITH THE INTENT OF
THESE DOCUMENTS. THE BIDDER SHALL BEAR THE
RESPONSIBILITY OF NOTIFYING (IN WRITING) THE
ARCHITECT /ENGINEER OF ANY CONFLICTS, ERRORS, OR
OMISSIONS PRIOR TO SUBMISSION OF CONTRACTOR'S
PROPOSAL. IN THE EVENT OF DISCREPANCIES THE
CONTRACTOR SHALL PRICE THE MORE COSTLY OR
EXTENSIVE WORK, UNLESS DIRECTED OTHERWISE.
18. THE CONTRACTOR SHALL PERFORM WORK DURING
OWNER'S PREFERRED HOURS TO AVOID DISTURBING
NORMAL BUSINESS.
19. CONTRACTOR SHALL CALL WASHINGTON UTILITY
COORDINATING COUNCIL SERVICE FOR UNDERGROUND
UTILITY MARKOUT PRIOR TO CONSTRUCTION
1- 800 - 424 -55
S ,
COM COQ I ANCE
SEP 2, 2001
CAV Of 110/4y.
6 0 . 1114G DINTS . .
RECEIVED
CITY OF TUKWILA
AUG 20 20011
PERMIT CENTER
Together with NE9CTE
10545 1111DW9 1D MC SUE 100
1000050. WA 51051
PHOM4 415171.7400
PACIFIC TELECOM SERVICES,
LLC
5M 2050 Amy. S. SARA 550
1,"MY, WA. N104
10,2,.0 (M/) 341 -0000 Fm (101) 501 -5511
407
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WA0234
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THOMAS R. HOLLAND
STATE OF WASHINGTON
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07/10/07
08/08/07
LO /£I/80
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ISSUED FOR PCD REVIEW
ISSUED FOR CONSTRUCTION
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262304 144 LOT 4 OF CITY OF TUKWILA SHORT PLAT NO
L97 -0049 RECORDING NO 9711069009 SAID SHORT PLAT DEFINED -
PORTION OF E 1/2 OF NW 1/4 OF SE 1/4, BEGIN NE CORNER OF
SAID E 1/2 BEING N 88 -05 -42 W 1339.34 FT FROM NE CORNER
OF SE 1/4 TH S 01 -47 -29 W 1322.34 FT TO SOUTHEAST CORNER
TH N 87 -55 -02 W 659.35 FT TO W LINE OF E 659.34 FT OF SAID
E 1/2 TH N 01 -47 -29 E 1320.30 FT TO N LINE OF SAID E 1/2
TH S 88 -05 -42 E 659.34 FT TO POB LESS PORTION FOR 59TH AVE
SOUTH LESS PORTIONS FOR STREETS AS CONVEYED BY DEED,
RECORDING NO 7907120770 LESS PORTION CONVEYED TO CITY OF
TUKWILA FOR ROAD BY DEED, RECORDING NO 9408290327
LEGAL DESCRIPTION
/EXISTING
WETLAND AREA/
EXISTING BUILDING (TYP)
EXISTING 17-5" X 32' -2"
FENCED COMPOUND
EXISTING 5O' -0" MONOPOLE
(ANTENNA ARRAYS NOT
SHOWN FOR CLARITY)
4
PROPERTY LINE
-- _ PROPERTY LINE
CODE COMPU!\ C
APT-71013a Caa
PROPERTY Li p 1 2 2Q9
CORPORA E
Buis
RE EED
CITY Q TUKWILA
1 4 0 0 2007
PER CENTE1,
SCALE (24' X 36') 1'- 40' -0'
SCALE (11' x 17')
SITE PLAN
Together with NEXTE
1050 WILLOWS RD NC SURE 100
1(00050. WA 98032
PRONE: 425.2711400
PACIFIC TELECOM SERVICES,
LLC
S00 0314 Avenue 1. sun. 030
Sa01y WA. 11104
Phone (201) 312 -0000 ran (201) 103-1513
4072
THOMAS R. HOLLAND
STATE OF WASHINGTON
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JOB #
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REVISION
SITE PLAN
- 1
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DRAWING #
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ANDOVER PARK W
S45 ANDOVER PARK W
TUKVV1LA, WA 98188
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LO/8O/80
LO /Ol /LO
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ISSUED FOR PCD REVIEW
ISSUED FOR PCD REVIEW
ISSUED FOR CONSTRUCTION I
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EXISTING WOOD FENCE TO BE
REMOVED
PROPOSED NEXTEL 8' -0'
WOOD FENCE (TO MATCH
EXISTING WOOD FENCE)
N
N
17-5"
8' -0"
❑
❑ EXISTING BUILDING
O
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0
PROPOSED NEXTEL (2) 4' - WOOD GATES
PROPOSED NEXTEL 40kw DIESEL GENERATOR AND
FUEL TANK ON 5' -0' X 8' -0' CONCRETE PAD
PROPOSED NEXTEL (4) UNDERGROUND
GENERATOR CONDUITS (APPROX. 23' RUN)
PROPOSED NEXTEL ATS INSIDE EQUIPMENT
SHELTER (FIELD VERIFY EXACT LOCATION)
EXISTING NEXTEL 11' -6" X
20' -0" EQUIPMENT SHELTER
EXISTING 8' -0" WOOD FENCE
EXISTING NEXTEL WAVEGUIDE
EXISTING SO' -0" MONOPOLE (ANTENNA
ARRAYS NOT SHOWN FOR CLARITY)
EXISTING COMPOUND TRANSFORMER
EXISTING DUMPSTER
CO.
CODE
SE P 12 2101
C if ' Of Tv:sla
Bu RDING
Ilk
SECENED
CITY OF TUKWILA
AUG 20 2001\
PEt MtT CENTCP
am In MI NE
SCALE: (24' X 367 1/4'+•1' -0'
SCALE: (11' X 17') 1/6'..1' -O' 4 3 2 1 0
4'
ENLAR.GED SITE PLAN
Together with NEXTE
10545 WILLOWS 6c x[ SUM loo
1E00000. WA 118052
1.1106. 424 2160400
PACIFIC TELECOM SERVICES,
U-C
558 7301 •..e4. 3. 9W(0 550
9•49(0, WA. 116104
F.ps (206) u2 -9000 kw (206) 003 -6513
407 ' REGIST ' ED
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THOMAS R. HOLLAND
STATE OF WASHINGTON
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JOB #
WA0234
REVISION
-2
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DRAWING #
A -2
0
TUKWILA, WA 98 I 88
545 ANDOVER PARK W
PROPERTY LINE
db.
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30 -150
(1) #14 TO 4/0 AWG AL —CU WIRE
200 -230
(1) #14 TO 4/0 AWG COPPER WIRE
mmm
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REVISIONS
07/10/07
08/08/07
L0 /EI /80
ISSUED FOR PCD REVIEW
ISSUED FOR PCD REVIEW
ISSUED FOR CONSTRUCTION
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SWITCH RATING
(AMPS)
RANGE OF WIRE
30 -150
(1) #14 TO 4/0 AWG AL —CU WIRE
200 -230
(1) #14 TO 4/0 AWG COPPER WIRE
SWITCH RATING
(AMPS)
RANGE OF WIRE
30 -150
(1) #14 TO 4/0 AWG AL —CU WIRE
200 -230
(1) #14 TO 4/0 AWG COPPER WIRE
ASCO 7000 SERIES AUTOMATIC
TRANSFER SWITCH (30 -230 AMPS)
GENERAL NOTES
1. TYPE 3R/4/4X/12 WALL MOUNTED ENCLOSURE.
2. FINISH TYPE 3R/4/12: ANSI 61 GREY.
TYPE 4X CONSTRUCTED OF 12 GAUGE 304 LOAD
STAINLESS STEEL.
3. PLATED DOOR CLAMPS AND PADLOCK
HASP ON LEFT SIDE.
4. SINGLE DOOR HINGED ON RIGHT
5. TERMINALS — SCREW TYPE LUGS FOR
EXTERNAL POWER CONNECTIONS.
6. THREE POLE SWITCH WITH SOLID NEUTRAL
SHOWN FOR REFERENCE.
7. THREE POLE SWITCH WITH SOLID NEUTRAL
SHOWN FOR REFERENCE.
8. NEUTRAL CONFIGURATIONS:
AN OPTIONAL FULL RATED NEUTRAL CONFIGURATION
FOR EACH SOURCE AND THE LOAD MAY BE
PROVIDED. WHEN EQUIPPED IT IS IN ONE OF THE
FOLLOWING FORMATS AS SPECIFIED BY THE
CATALOG NUMBER NO. NEUTRAL TYPE:
(A) SOLID (COPPER BUS) NEUTRAL
(B) SWITCHED NEUTRAL POLE
(C) OVERLAPPING NEUTRAL POLE
CAM —LOK CONNECTOR
ENCLOSURE
(4) .43 DIA.
MOUNTING HOLES
PROPOSED NEXTEL
5' -0" X 8' -0"
CONCRETE PAD —( 9 T 1 EXISTING GRADE
FRONT
EMERGENCY
M1�
GENERATOR VENT
PROPOSED NEXTEL
40kw SINGLE SIDE
SERVICE GENERATOR
PROPOSED NEXTEL
77 GALLON DIESEL
FUEL TANK
FRONT VIEW
WITHOUT DOOR
BOTTOM VIEW
SOLID 1
NEUTRAL
NORMAL
2"
7-5"
8' -0"
TOP
alsg
ASIt
2"
FRONT VIEW
WITH DOOR
KNOCKOUTS
LEAVE INTACT FOR TYPE 12
REMOVE FOR TYPE 12
NOT AVAILABLE ON TYPE 4,4X
GRADE LEVEL
EXTERIOR WALL
ATS CABINET (OUTDOOR)
SCALE: (24"X36'): NOT TO SCALE
SCALE: (11 "X17"): NOT TO SCALE
1' -2
RIGHT SIDE
GROUND LUG
MOUNTING STUDS
DAQE
GENERATOR
4
SCALE (24")(36"):1/2 " =1' -0"
SCALE: (11"X17"): 1/4" =1' -0"
LOAD
EMERGENCY
0
TYP TOP AND BOTTOM
TOP VIEW
FRONT VIEW
WITHOUT DOOR
SOLID
NEUTRAL
NORMAL
ODE coviputal
77 �'
U o a
SE? 2 1 01 1
City o TOO
BUILDING D 1
2
.75 —.50 COMBINATION
PILOT KNOCK —OUTS.
TOP AND BOTTOM
(4) .37 —DIA. EXTERNAL
DIMPLED MOUNTING HOLES
9 "
000
00
GENERAL NOTES
1. TYPE 1 WALL MOUNTED ENCLOSURE.
2. STANDARD FINISH — LIGHT GREY, ANSI 61.
3. KEY LOCKABLE HANDLE.
4. REMOVEABLE SINGLE DOOR.
5. TERMINALS — SCREW TYPE LUGS FOR
EXTERNAL POWER CONNECTIONS.
6. a CENTER OF GRAVITY.
7. THREE POLE SWITCH WITH SOLID NEUTRAL
SHOWN FOR REFERENCE.
, I
itti
1 —6" X
FRONT VIEW
WITH DOOR
INTERIOR
WALL
1 -1"
ATS CABINET (INDOOR)
SCALE (24"X36"): NOT TO SCALE
SCALE: (11"X17"): NOT TO SCALE
FOUNDATION SECTION
SCALE: (24"X36"): 1 -1/2" = 1' -0"
SCALE: (11 "X17"):3/4" = 1' -0"
ASCO 7000 SERIES AUTOMATIC
TRANSFER SWITCH (30 -230 AMPS)
FLOOR LEVEL
GENERATOR HOUSING
TOP OF GENERATOR
FUEL TANK
GROUND LUG
MOUNTING STUDS
RECEIVED
CITY OF TUKWILA
AUG 20 2001
PERMIT CENTEF
3
3/4 "0 HILTI EXPANSION BOLTS,
4" MIN. EMBED (TYP) TOTAL
OF (4) BOLTS MIN.
VIBRATION ISOLATION TO BE
SUPPLIED BY GENERATOR
MANUFACTURER, INSTALLED BY
CONTRACTOR
1
t.
Together with NDCTI
105.15 WILLOWS 50 90 SORT 100
REWORD, WA 91051
10020 42317.1500
PACIFIC TELECOM SERVICES,
LLC
300 ruw Avenue S. Suite 630
5•011.. WA. 06104
P5.w, (106) 3421000 Fm (206) 903 -031
4072
THOMAS R. HOLLAND
STATE OF WASHINGTON
0
0
0
JOB #
WA0234
REVISION
-3
GENERATOR AND
ECU PMENT DETAILS
DRAWING #
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545 ANDOVER PARK W
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'07/10/07
08/08/07
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ISSUED FOR PCD REVIEW
ISSUED FOR PCD REVIEW
ISSUED FOR CONSTRUCTION J
Q ..
` 4
6"
1' -2"
UNDISTURBED SOIL
c\N
O
1 -1"
12" MIN COMPACTED
CRUSHED AGGREGATE
#4 REBAR ® 12"
O.C. EACH WAY 0
MID DEPTH
5 -0"
PROPOSED NEXTEL 40kw SINGLE SIDE
SERVICE GENERATOR (ABOVE)
CONDUIT STUB -UP
PROPOSED NEXTEL 5' -0" X 8' -O"
CONCRETE PAD
SCALE: (24"X36"):1 " -1' -0"
SCALE: (11"X177:1/2 " =1' -0"
FOOTING DETAIL
SCALE: (24'X36'):1- 1/2 "=1' -0"
SCALE: (11'X17'):3/4 " =1' —O'
C- 1' -2"
3/4 "0 HILTI EXPANSION, 4" MIN. EMBED
(TYP) TOTAL OF (4) BOLTS MIN.
GENERATOR CONNECTION
3/4" CHAMFER
(TYP)
#3 STIRRUPS 0
24" O.C.
2 v
M
T
9
15
4
3
\-- THICKED -EDGE CONC PERIMETER FOOTING
12" MIN COMPACTED CRUSHED
AGGREGATE COMPACTED TO 95%
DRY UNIT WT PER ASTM D1557
6" THK CONC SLAB
W/ #4 BAR 0 MID
0 12" 0.C. E.W.
THICKED -EDGE
CONCRETE FOOTING
z
w
0
N
!
/ 1' -6"
OVERLAP
2' -0"
#4 CORNER BAR 0 TOP
& SOT
8' -0"
FOUNDATION OUT -TO -OUT
6" THK CONC SLAB
W/ #4 BAR 0 MID
0 12" 0.C. E.W.
CONCRETE PAD SECTION
SCALE: (24")35'):1" =1' -0"
SCALE: (11'X17"):1/2 " =1' —O"
NOTE:
REFER TO ARCHITECTURAL DRAWING
FOR LOCATIONS
CONCRETE PAD
SCALE: (24'X36'):3/4" = 1' —O'
SCALE: (11 "X17 "): 3/8" = 1' -0"
3/4" CHAMFER (TYP)
RECEIVED
O rry op TUVCWItA
AUG 2 0 2001►
PEEWI C i
o REVIEWED FOR
' ODE COMPLIANCE
° P P ? c,J,
SEP 12 2007
City Of Tukwila
BUILDING DIVISION
2
1
Sprint.
Together with NE7(TE
10545 WILLOWS 00 M0 sum 100
0[0110X0. WA 90052
1410•2: 42537.7400
PACIFIC TELECOM SERVICES,
LLC
366 11W Memo S. AMID 350
see114. WA. 0•104
Ph/1.w (206) 342 -9000 Fm (206) 903 - 6513
4072
THOMAS R. HOLLAND
STATE OF WASHINGTON
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JOB #
WA0234
REVISION
RED
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-4
NERATOR PAD
DETAILS
DRAWING #
A -4
0
TUKWILA, WA 98188
545 ANDOVER PARK W
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REVISIONS
07/10/07
08/08/07
Ito/El/801
ISSUED FOR PCD REVIEW
ISSUED FOR PCD REVIEW
ISSUED FOR CONSTRUCTION
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FENCING NOTES
1. CONTRACTOR TO CONTACT ALL UTILITIES FOR LOCATION OF ALL UNDERGROUND SERVICES PRIOR
TO CONSTRUCTION.
2. ALL FENCING MATERIAL SHALL BE AS FOLLOWS:
— NO. 1 CEDAR FOR:
1" X 6 ", 2" X 4"
3. ALL NAILS AND HARDWARE TO BE GALVANIZED OR ALUMINUM.
4. COLOR OF STAIN FOR FENCING MUST BE APPROVED BY THE CONSTRUCTION MANAGER AND
BLEND WITH EXISTING LANDSCAPE OR ADJOINING BUILDINGS.
5. PLYWOOD SHALL BE STRUCTURAL GRADE PRESSURE TREATED.
6. MINIMUM CONCRETE STRENGTH SHALL BE 2500PSI AT 28 DAYS.
7. GATE POST, CORNER, END OR PULL POST 3" NOMINAL (3.5" 0.0.) SCHEDULE 40 PIPE, FOR
GATE WIDTHS UP TO 6' OR 12' FOR DOUBLE SWING GATE PER ASTM —F1083
8. LINE POST: 2" (2 3/8" O.D.) SCHEDULE 40 ASTM— F1083.
9. TOP RAIL AND BRACE RAIL: 1 1/2" (1.9" O.D.) PIPE. SCHEDULE 40 ASTM— F1083. INSTALL
BRACE AT ALL CORNER LOCATIONS & ADJACENT TO GATES.
10. GATE FRAME: 1 1/2" (1.9" O.D.) SCHEDULE 40 ASTM— F1083.
11. BARB WIRE (WHEN SPECIFIED): DOUBLE STRAND 12 GA. 1/2" 0.0. TWISTED WIRE TO MATCH
W /FABRIC, 14 GA. 4PT. BARBS SPACED ON APPROX. 5 CENTERS.
12. BARB WIRE GATE GUARDS (WHEN SPECIFIED) SHALL BE FITTED WITH DOME CAPS.
13. BARB WIRE SUPPORT ARMS (WHEN SPECIFIED) SHALL BE PRESSED STEEL COMPLETE WITH SET
BOLT AND LOCK WIRE IN THE ARM.
14. GATE POSTS SHALL BE EXTENDED 12 INCHES, INCLUDING DOME CAP, TO PROVIDE ATTACHMENT
OF BARB WIRE.
15. GATE FRAMES SHALL HAVE A FULL— HEIGHT VERTICAL BRACE, AND A FULL —WIDTH HORIZONTAL
BRACE, SECURED IN PLACE BY USE OF GATE BRACE CLAMPS.
16. GATE HINGES SHALL BE MERCHANTS METAL MODEL 64386 HINGE ADAPTER WITH MODEL 6409,
180 — DEGREE ATTACHMENT OR APPROVED EQUAL.
17. ALL POSTS EXCEPT GATE POSTS SHALL HAVE A COMBINATION CAP AND BARB WIRE SUPPORTING
ARM (WHEN SPECIFIED).
18. ALL CAPS SHALL BE MALLEABLE IRON, DOME OR ACORN SHAPED AS REQUIRED BY PIPE SIZE.
19. WHERE THE USE OF CONCERTINA HAS BEEN SPECIFIED, 24 — INCH DIAMETERS COIL. BARBED
TAPE, STAINLESS STEEL, CYCLONE FENCE MODEL G8P TO TYPE 111 SHALL BE FURNISHED. IT
SHALL BE SUPPORTED ABOVE THE TOP RAIL BY USE OF (6) BARBED WIRE ARMS POSITIONED
ATOP EACH LINE /CORNER POST.
20. UNLESS NOTED OTHERWISE, ALL FENCING COMPONENTS MUST BE HOT DIPPED GALVANIZED.
1x4 CEDAR FENCE PALES
NAILED WITH (2) 1 1/2"
GALV. STAPLES PER RAIL
(TYP OF 2 RAILS PER
POLE) (TYP)
P.T. 2x4 STRINGER
P.T. 4x4 FENCE POST
SIMPSON FB24 FENCE
BRACKET (TYP OF (4)
EACH POST)
CONCRETE PEIR
.'
UI 11111 IN
mum r.
FENCE POST
ba
mom 7.,
SCALE: (24 "X36 "): 1/2" = 1' -0"
SCALE: (11"X17"):1/4" =
2
4x4 PT CEDAR
FENCE POST
EXISTING GRADE
CONCRETE PEIR
GALV. STEEL
HASP.
PROPOSED 4'
GATE
CONCRETE PEIR
TOP OF GRANULAR
"A" MATERIAL
EXISTING GRADE —�
CONCRETE PEIR -_
GATE FOUNDATION
SCALE: (24"X367: 3/4" '- 1' -0"
SCALE: (11"X17"):3/8" �= 1' -0"
4x4 PT CEDAR
FENCE POST
DATIONIIENNED FOR
t . it yy " _
SE P 12 2001
City Of IOW D S".�
FENCE FOU
SCALE: (24"X36"):3/
SCALE: (11"X17 "):3 /8
1 1 -0"
12J
PT 1X4 CEDAR
FENCING
6
PT 1X4 CEDAR
FENCING
#5 REBAR ® 36"
LONG 2 PER TIMBER
1 -0"
DA.
P.T. 2x4 RAILS (TYP)
1x4 CEDAR FENCING
P.T. 4x4 FENCE POST
■
CORNER CONNECTION
SCALE: (24"X36"):1 -1/2" - 1' -O"
SCALE: (11"X17"):3/4" - 1' -0"
GATE CONNECTION
SCALE: (24"X36"):1 -1/2"
SCALE: (t1"Xt7 "):3/4" - 1' -0"
3 HEAVY DUTY
GALV. STEEL GATE
HINGES (TYP)
PROPOSED WOOD FENCE WITH
POST ® 6' -0" O.C. (TYPICAL)
4" PALES (TYP
BEYOND)
WOOD FENCE
SCALE: (24"X361: 1/2" = 1' -0"
SCALE: (11 "X17 "): 1/2" = 1' -0"
SIMPSON
FB24 (TYP)
GATE
(IN OPEN POSITION)
FENCE
SIMPSON FB24 (TYP)
P.T. 2x4 RAILS (TYP)
1x4 CEDAR FENCING
P.T. 4x4 FENCE POST
RECEIVED
CITY OF TUKWILA
AUG 2 0 2007
PER4:1T CEMTES
5
3
PROVIDE 4" X 6" P.T. TIMBER TO
RETAIN WASHED CRUSHED STONE IN
COMPOUND. TOP OF TIMBER SHALL
BE PLACED 4" ABOVE GRANULAR "A"
MATERIAL. OUTSIDE COMPOUND RAMP
GRANULAR "A" MATERIAL AT 6:1
SLOPE TO TOP OF TIMBER TO
MINIMIZE TRIPPING HAZARD.
Sprint.
Together with NEJCTE
16546 WWW*6 96 M1 sun 100
6E0■0410. WA 60051
MOM, 425.17.7400
T�
PACIFIC TELECOM SERVICES,
LLC
596 MN Aw"w 6. 6"66 690
S"°I6ti WA 96104
PMS"= (206) 342 -6000 E6= (206) 603 -6611
4072
THOMAS R. HOLLAND
STATE OF WASHINGTON
Cr,
O
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JOB #
WA0234
REVISION
FENCE
DETAILS
TEREC
HITECT
-5
DRAWING #
A -5
0
545 ANDOVER PARK W
TUKWILA, WA 98188
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LO /EI /80
LO /80/80
ISSUED FOR PCD REVIEW
ISSUED FOR PCD REVIEW
ISSUED FOR CONSTRUCTION
Q
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GENERATOR FRAME BOND
NOT TO SCALE
❑ ❑
GENERATOR FRAME
TWO HOLE BOLTED
GROUND LUG, 5S HDW
#2 AWG TINNED WIRE
NOTE
PREP SURFACE BEFORE GROUNDING -
USE NO -OX BETWEEN LUG AND STEEL.
USE SAME COLOR TOUCH UP PAINT TO
PREVENT RUST.
❑ ❑ ❑
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PROPOSED NEXTEL 40kw DIESEL GENERATOR AND
FUEL TANK ON 5' -0" X B' -0" CONCRETE PAD
GENERATOR FRAM BO1 b 3E DETAIL yS SHEET t
SEP 12. 2001
City OfT1".11
4
PROPOSED NEXTEL A MINT _Ma
SHELTER (FIELD VERIFY EXACT LOCATION)
PROPOSED #2 AWG ATS CASE BOND
APPROX. LOCATION OF EXISTING NEXTEL
GROUND RING (FIELD VERIFY EXACT LOCATION)
APPROX. LOCATION OF EXISTING NEXTEL
HALO (FIELD VERIFY EXACT LOCATION
OF
OC
c4� i 1\
NOTES:
1. POWER INTERRUPTION IS ALLOWED ONLY UNDER
THE FOLLOWING CONDITIONS; OUTSIDE OF THE
MORNING AND AFTERNOON DRIVE TIMES, CUT
DURATION MUST BE GUARANTEED TO BE LESS
THAN 2 HOURS MAX. IF THIS CAN NOT BE
GUARANTEED STAND -BY POWER MUST BE
CONNECTED OR INTERRUPTION MUST BE
PERFORMED DURING THE MAINTENANCE WINDOW.
2.EXISTING DUPLEX GFI ON THE GENERATORS SHALL
BE CHANGED OUT TO A NON -GFl OUTLET TO
AVOID LOSS OF POWER TO THE BATTERY CHARGER
AND BLOCK HEATERS. NON-GFI OUTLET SHALL BE
SERVICED BY ONE 20AMP CIRCUIT IN FLEX
CONDUIT.
SCALE: (24' X 36") 1/2 " -1' -0"
SCALE (11' X 17") 1/4" -1' -0" 2 18" 1 6 0 2'
GROUNDING PLAN
2
GENERAL GROUNDING NOTES:
1. EXOTHERMIC WELD ALL CONNECTIONS TO BURIED GROUND RING WITH
PARRALLEL TAP WELDS, USE SHORT RODS WHERE STANDARD GROUND RODS ARE
NOT USED, SEE CABLE TO CABLE DETAIL.
2. MAKE ALL GROUNDING CONNECTIONS AS SHORT AS POSSIBLE, MINIMUM
BENDING RADIUS IS 8 ".
3. CLEAN ALL SURFACES AND BRUSH WITH BRONZE BRUSH PRIOR TO MAKING
GROUND CONNECTIONS, PAINT ALL EXOTHERMIC WELDS TO GALVANIZED OBJECTS
WITH GALVANIZE PAINT, USE NO -OX COMPOUND WITH METAL TO METAL
CONNECTIONS.
4. INSTALL 5/8" X 10' COPPER CLAD STEEL GROUND RODS IN LOCATIONS
SHOWN, DISTANCE 10' -0" MINIMUM TO 15' -0" MAXIMUM BETWEEN RODS.
5. GROUND SYSTEM MUST BE INSPECTED BY CONSTRUCTION MANAGER PRIOR TO
BACKFILL, PROVIDE 24 HOURS NOTICE.
6. ALL BONDS SHALL BE #2 AWG BARE, THINNED, SOLID COPPER UNLESS
OTHERWISE NOTED.
7. THE GENSET SHALL BE GROUNDED TWICE IN DIAGONAL CORNERS. ONE
GROUND TO THE TANK FRAME AND THE SECOND TO THE GENERATOR ENCLOSURE
FRAME. IT IS ACCEPTABLE TO GROUND THE TANK AT BOTH LOCATIONS WITH A
JUMPER FROM THE TANK TO THE GENSET ENCLOSURE. THESE GROUNDS SHALL
BE ON THE OUTSIDE OF THE UNIT TO BE VISIBLE BY ALL.
GROUNDING PLAN NOTES:
6) C)
PROVIDE AND INSTALL #2 AWG BARE, TINNED SOLID COPPER CONDUCTOR FROM
THE GENERATOR FRAME TO THE GENERATOR GROUND ROD.
PROVIDE AND INSTALL A 5/8" X 10' -0" COPPER CLAD STEEL GROUND ROD
APPROXIMATLEY 24" FROM GENERATOR PAD, FOR CASE BOND.
PROVIDE AND INSTALL A #2 AWG BARE, TINNED SOLID COPPER CONDUCTOR
FROM THE GROUND ROD TO THE NEAREST POINT ON THE EXISTING GROUND
RING.
PROVIDE AND INSTALL #2 AWG BARE, TINNED SOLID COPPER CONDUCTOR FROM
THE FUEL TANK FRAME TO THE FUEL TANK GROUND ROD.
ATS NOTES:
IF THE ATS IS INSIDE THE CELL SITE ENCLOSURE, THE ATS CASE SHALL BE
BONDED TO THE HALO GROUND RING INSIDE THE ENCLOSURE WITH A #6 AWG
COPPER WIRE. IF THE ATS IS OUTSIDE THE ENCLOSURE, IT SHALL BE BONDED TO
THE EXTERNAL GROUND RING WITH A #2 AWG SOLID TINNED COPPER WIRE.
THE SURGE ARRESTORS DESCRIBED IN THIS MOP ARE TO BE MOUNTED ON THE
MOUNTING PLATE SOLD BY THE MANUFACTURER. THEY MAY BE GROUNDED IN ONE
OF THREE WAYS:
1. IF THE ARRESTOR MOUNTING PLATE IS MOUNTED ON THE TELCO BOARD AND
IF THE TELCO GROUND BAR IS BONDED TO THE EXTERNAL GROUND RING, THE
PLATE MAY BE BONDED TO THE TELCO GROUND BAR WITH A #2 AWG INSULATED
STRANDED COPPER WIRE AND SUITABLE COMPRESSIONOTYPE 2 -HOLE LUGS.
2. IF THE ARRESTOR PLATE IS NOT MOUNTED ON THE TELCO BOARD, BOND IT
DIRECTLY TO THE EXTERNAL GROUND RING WITH A #2 AWG SOLID TINNED
COPPER WIRE. USE A PVC CONDUIT THROUGH THE SHELTER WALL AT A 45
DEGREE ANGLE TO ALLOW THE GROUND LEAD TO EXIT THE SHELTER FOR
BONDING TO THE EXTERNAL GROUND RING.
3. IF AN EXISTING #2 AWG GROUND CONDUCTOR EXISTS THE SHELTER (TO THE
EXTERNAL GROUND RING) WITHIN 2F1 OF THE MOUNTING PLATE LOCATION, THE
PLATE MAY BE BONDED USING A #2 AWG INSULATED STRANDED CONDUCTOR WITH
A COMPRESSION TYPE "C" TAP AND A SUITABLE COMPRESSION TYPE 2 HOLE LUG.
MAKE ALL CONNECTIONS TO THE ATS CASE, THE GENERATIOR FRAME, THE
EXTERNAL FUEL TANK (IF PRESENT AND IF SUPPORTED BY THE MANUFACTURER)
AND THE SURGE ARRESTOR MOUNTING PLATE WITH SUIABLE 2 -HOLE
COPRESSION -TYPE LUG RAND STAINLESS -STEEL SCREWS, STAR -TYPE LOCK
WASHERS AND NUTS. REMOVE PAINT AT THE POINT WHERE THE COMPRESSION
LUG CONTACTS THE MATING METAL SURFACE IN QUESTION TO ENSURE A GOOD
METAL -TO -METAL CONTACT. APPLY ANTIOXIDANT TO THE MATING SURFACES.
ENSURE THAT ALL UNDERGROUND OR OUTDOOR CONNECTIONS TO A GROUNDING
SYSTEM ARE EXOTHERMICALLY WELDED (CAD- WELDED).
PERFORM ALL GROUNDING WORK IN ACCORDANCE WITH STDS 2976175,
CONSTRUCTION STANDARDS
ELECTRICAL NOTES
1
10845 WILLOWS 10 N1 SUIT[ toe
REDMOND. MA 01452
MOW. 425.2747400
PACIFIC TELECOM SERVICES,
LLC
sea Mn, A...» S. S,w• 050
5.0X1., WA. 10104
Mona (200) 542 -0030 ram (201) 005 -151:
40
Together with NTDCTI
THOMAS R. HOLLAND
STATE OF WASHINGTON
s
GISTEREC
TECT
Cr)
N
O
GROU
ELE
JOB #
WA0234
REVISION
II
DING PLAN AND
TRICAL NOTES
DRAWING #
E -1
0
dv1
r I--
10 101
+/- o +/-
GND 0 a GND
1O I
O 101
GND N a GND
I
O 1
+/- L : +/-
K 0
GND 0 a GND
O 1 - �
1010
+/- 0 - +/-
cc 0
GND 0 a GND
1 o1
O 0
+/- u ~ o +/-
GND N a GND
O 0
+/- 0 1- cc 0
GND 0 a GND
I 0
ISSUED FOR PCD REVIEW
ISSUED FOR PCD REVIEW
ISSUED FOR CONSTRUCTION'
O 0
+/- o o +/-
GND 0 a GND
O 10
Q m
o
o o
+/- L.' o +/-
GND 0 a GND
O 10
o I
+/- u '- +/-
D
GND 0 a GND
o Io
o Io
+/- o o +/-
v GND
GND 0 i a
O 10
O 10
+/- u o +/-
GND N a GND
Po I0
O 10
+/- 0 o +/-
GND 0 a GND
O 1 0
I0I0
+/- o o +/-
cc
GND N a GND
I0I0I
oI
+/- o - +/-
GND 0 a GND
o lo 1
O 10
+/- u o +/-
GND = n a GND
O 1
1010
+/- u o +/-
GND 0 a GND
0 -1
1 0
+/- L +/-
GND a E GND
O 1 0 =1
I
+/- 0 Q +/—
0
0 a GND
°1° 1
" GND
dv1
r I--
IHi1
m m
18311
SNOISIA921 I
07/10/07
08/08/07
1L0 /W80
ISSUED FOR PCD REVIEW
ISSUED FOR PCD REVIEW
ISSUED FOR CONSTRUCTION'
Q m
o
OW BATT VOLTAGE
HIGH BATT VOLTAGE
LOW ENGIN TEMP
ALARM EXPANSION BOARD 1
9 NC - -BLK
K5
10 II
11 NC �--
K6 I
12 C H-
13 NC
K7
14 C H-
15 NC
K8
16 C T WHT-
21 NC I BRN —
FAULT #1 I
22 C —BLU -
23 NC 1.-RED—
FAULT #2
24 C �GRN—
WEAK BATTERY
LEAK DETECT
MQ POWER DIESEL PADMOUNT GENERATOR SET
REMOTE
START
ENGINE RUNNING 25
FAULT #3
26
35% LOW FUEL 27
FAULT #4
28
29
FAULT #5
30
CONTROL PANEL
NC
NC
C
GENERATOR FAILURE 31
FAULT OUT #5
32 F
L J
RED
—BLKJ
RED—"
C 1-1--GRN-
NC 1 —IBRN -1
C FBLU--
I
NC 1- -BLK -
WHT -
STRANDED
WIRE
STRANDED
WIRE
STRANDED
WIRE
NOTES:
ASCO
7000
ATS
L5
SOLID
WIRE
/
BLK
WHT
RED
GRN
BRN
BLU
BLK
WHT
RED
GRN
BRN
BLU
BLK
WHT
—RED
BRN
—BLU
1. SEE DETAIL 1, SHEET E -3 FOR ATS CABLE SCHEDULE
2. CONTRACTOR TO PROVIDE A NEW 66 BLOCK IF REQUIRED, WITH
FURTHER ROUTING TO THE RBS EQUIPMENT CABINET AND LEFT WITH
A 2' COIL OF WIRE. ALARM CABLING IN THE TELCO CABINET SHALL
BE INSTALLED IN A NEAT FASHION WITH A 6' SERVICE COIL
CONTRACTOR SHALL NOT MAKE PUNCH DOWNS ON THE TELCO
BOARD 66 BLOCK
WHT /BLU
(UTILITY
POWER)
BLU /WHT
WHT /ORG
(GENERATOR
POWER)
- ORG /WHT
WHT /GRN
(TRANSFER SW
POSTION)
- GRN /WHT
WHT /BLU
(GENERATOR
FAILURE)
BLU /WHT
WHT /ORG
(ENGINE
RUNNING)
- ORG /WHT
—,
WHT /GRN
(<35% FUEL
REMAINING)
GRN /WHT
WHT /BLU
(GENERATOR r
MINOR)
BLU /WHT
WHT /ORG
(LEAK
DETECTED)
ORG /WHT -_
9
SOLID
WIRE
7
SOLID
WIRE
8
SOLID
WIRE
J
/
/
WHT /BLU
\ BLU /WHT
WHT /BLU
BLU /WHT
WHT /ORG
ORG /WHT
O 0
43 rd 0
18 r ' o
44r� 0
19 r--1 0
45 0 0
20 0 0
WHT /GRN 46 r� 0
GRN /WHT 21 r 0
WHT /ORG 47 r'
22 r
WHT /GRN - — 48 0
GRN /WHT 23 r o
49 = =
24 0 =
50 0 0
25 0 0
ORG /WHT
CODE CO' z
SEP A_ 22aa1
Cif Of ,�,�
6U lg 5 I r y
36 0 0 0
11 = = 0
37 0 = 0
12 0 = 0
I 38 l 0
13 0 0 0
. 39
3 /WHT
- 14 r�i 0 0
T /BLU
40 r- 0 =
15 r l 0
41 0 = =
16 = 0 0
L_
L
17
1 0
37r
12
� 38 0 0
L
SCALE: (24'X36'): NOT TO SCALE
SCALE: (11'X177: NOT TO SCALE
SYSTEM BLOCK
0
0
0
USER BLOCK
0 0 11
0 0 37
0 0 12
0 0 38
0 0 17
= = 43 H
0 0 18
o I 44
0 0 19 ....."
O 0 45 I
= 0 20 I
= = 46 I
= = 21 EJ
= = 47
= = 22 ..,...
= 048,1
= = 23 I
0 0 49 -. I
= = 24 s�
0 0 50 I
O 0 25 .a. I
1
0
0
0
0
0
0
0
0
0
0
0
36
11
37
12
38
13
39
14
40
15
41
16
cc / Ov- s.
p11G 20 26
2EC�F��t"( OE�ITCR
MQ POWER ALARM WIRING — IDEN
1
J
_ I
H
1
Sprint.
Together with NE7(TE
,051! WILLOWS ID Id SUITE WO
AMMO.. WA 96052
MOM4 4211.273.7400
PACIFIC TELECOM SERVICES,
LLC
WS r>"1 A.a.w. S. Sul., 650
Say..... WA. N104
Maw. (206) 142 -0000 9® (206) 905 -SS1:
407
THOMAS R. HOLLAND
STATE OF WASHINGTON
N
O
-2
E
JOB /
WA0234
REVISION
C
STEREO
TECT
MO POWER DIESEL GENERATOR
ALARM WIRING - IDEN
DRAWING #
E -2
0
545 ANDOVER PARK W
TUKWILA, WA 98188
CABLE
NUMBER
FROM
TO
MANUFACTURER
PART
NUMBER
CONDUCTOR COUNT
AND GAUGE
USE
1
GENERATOR
TERMINAL STRIP
ATS
BELDEN
8442
2 (UNSHIELDED)
22 AWG
ATS GENERATOR START
SIGNAL TO GENERATOR
2
GENERATOR
TERMINAL STRIP
SURGE
ARRESTORS
BELDEN
9421
8 (UNSHIELDED)
22 AWG
GENERATOR ALARMS TO SYSTEM
BLOCK SURGE ARRESTOR
3
GENERATOR
TERMINAL STRIP
I
SURGE
ARRESTORS
BELDEN
8442
2 (UNSHIELDED)
22 AWG
FUSED 12 VDC TO SYSTEM
BLOCK SURGE ARRESTOR
4
GENERATOR
TERMINAL STRIP
SURGE
ARRESTORS
BELDEN
9421
8 (UNSHIELDED)
22 AWG
GENERATOR ALARMS TO SYSTEM
BLOCK SURGE ARRESTOR
±
( 1 5 ATS
l
SURGE
ARRESTORS
BELDEN
9421
8 (UNSHIELDED)
22 AWG
ATS ALARMS TO SYSTEM BLOCK
SURGE ARRESTOR
7
SURGE
ARRESTORS
TELCO
BOARD
SUPERIOR
/ ESSEX
12- 204 -37
8 (SOLID CONDUCTOR)
22 AWG
GENERATOR ALARM OUTPUTS FROM SYSTEM
BLOCK SURGE ARRESTOR TO SYSTEM BLOCK
8
SURGE
ARRESTORS
TELCO
BOARD
SUPERIOR
/ ESSEX
12- 204 -37
8 (SOLID CONDUCTOR)
22 AWG
GENERATOR ALARM OUTPUTS FROM SYSTEM
BLOCK SURGE ARRESTOR TO SYSTEM BLOCK
9
�SURGE
ARRESTORS
TELCO
BOARD
SUPERIOR
/ ESSEX
12- 204 -37
8 (SOLID CONDUCTOR)
22 AWG
ATS ALARM OUTPUTS FROM SYSTEM BLOCK
SURGE ARRESTOR TO SYSTEM BLOCK
dV
±
w
±
m m
m
GND
D
° a GND
GND
D
° m GND
U)
a
N
±
w
±
w
±
07/10/07
08/08/07
CO /p/80
GND
D
(n
it GND
a
ISSUED FOR PCD REVIEW
ISSUED FOR PCD REVIEW
ISSUED FOR CONSTRUCTION
±
w
±
±
w
±
GND
D
cc GND
D
cc GND
n
N
a
B
±
w
±
w
±
GND
D
it GND
N
a
a
±
w
±
±
GND
D
cc GND
N
a
±
w
±
GND
D
GND
D
()
° a GND
a
(n
0-
dV
±
w
±
m m
m
0
F-
GND
D
° m GND
d4
N
a
±
w
±
07/10/07
08/08/07
CO /p/80
GND
D CC GND
ISSUED FOR PCD REVIEW
ISSUED FOR PCD REVIEW
ISSUED FOR CONSTRUCTION
(n a
±
w
±
GND
D
cc GND
n
U)
a
±
w
±
GND
D
° a GND
(n
a
±
w
±
GND
D
it GND
N
a
±
w
±
GND
D
cc GND
(n
0-
dV
m m
m
d4
jai
REVISIONS
07/10/07
08/08/07
CO /p/80
ISSUED FOR PCD REVIEW
ISSUED FOR PCD REVIEW
ISSUED FOR CONSTRUCTION
Q m
o
UTILITY POWER
[OPTION 1 BG]
(CLOSED WHEN
POWER ON)
GENERATOR POWER
[OPTION 189] (OPEN
WHEN POWER ON)
TRANSFER SWITCH
POSITION (CLOSED FOR
UTILITY)
ASCO 7000 SERIES
TRANSFER SWITCH
BLK
WHT
BLK
WHT
GRN -'
RED
GRN
RED
BLU -
BRN -'
BLU
BRN
5
STRANDED
WIRE
BLK
6
STRANDED
WIRE
• WHT
SCALE: (24 "X367: NOT TO SCALE
SCALE: (11'X171: NOT TO SCALE
POLYPHASER
IX -6DC56 ARRESTOR
WHT
RED
GRN
BRN
BLU
BLK
RED
GRN
• BRN
BLU
NOTES:
1. SECOND POLYPHASER IS PROVIDED FOR ENVIRONMENTAL CONTROL SYSTEM (TO BE
CONNECTED BY OTHERS).
2. ALL POLYPHASERS SHALL BE MOUNTED W /IN THE EXISTING TELCO CABINET. IF THERE
IS NOT SUFFICIENT ROOM TO DO THIS, THE POLYPHASER(S) SHOULD BE MOUNTED
W /IN A NEW 18 "X18 "X12" NEMA RATED ENLCOSURE MOUNTED ON THE EXISTING
H- FRAME.
3. POLYPHASERS HAVE SPECIFIC WIRE IN /WIRE OUT ROUTING. THIS MUST BE FOLLOWED
BY INSTALLATION PERSONNEL.
4. POLYPHASER QUANTITY REQUIREMENTS;
-CDMA SITES RECEIVE 2, ONE MOUNTING PLANE FOR GENERATOR ALARMS ONLY.
NO POLYPHASERS BETWEEN ATS AND BTS.
- IDEN SITES RECEIVE 4, ONE MOUNTING PLANES, TWO FOR GENERATOR ALARMS,
ONE FOR ATS ALARMS.
- CO -HAB (IDEN AND COMA) RECEIVE 4, ONE MOUNTING PLANE, ALL GENERATOR
ALARMS GO TO THE IDEN SHELTER /CABINET, AND THE ATS ALARMS (FOR COMA
ONLY) DO NOT REQUIRE POLYPHASERS - STRAIGHT THROUGH TO BTS (RADIO
CABINET). -- IN CO -HAB INSTANCES 2 ATS WILL BE USED. THE IDEN ATS
USES POLYPHASERS BETWEEN IT AND FINAL PUNCHDOWN.
5. ALL ALARMS GO TO THE IDEN SIDE ON COHAB SITES. ATS ALARMS ALSO GO TO THE
CDMA SIDE. NO POLYPHASERS ARE REQUIRED FOR THE ATS ALARMS FOR COMA.
ATS ALARM WIRING — IDEN
2
WHT /BLU
BLU /WHT —
WHT /ORG —'
ORG /WHT
WHT /GRN
GRN /WHT
■
(UTILITY
POWER)
(GENERATOR
POWER)
(TRANSFER
SWIT H
POSITION)
9
SOLID
WIRE
L_
WHT /BLU 11 0
BLU /WHT --T 12 r-1-1
CZ 3 80
r j—
WHT /ORG 21=
47r
ORG /WHT 22 t"---, WHT /GRN
I 48 GRN /WHT -- 3 t ‘-t
23'
4 • 9 0
I 24=
5 0=
2 5 0
SYSTEM BLOCK
0
= 011
00 037
0
= 012
0
= 038
0
O
0
0
0
0
0
O
0
0
0
0 21
m=7147
0 22
= 48
=23
C=149
=124
= 50
0 25
j
1
I
t
REVIEWED FOR
CODE COMPLIANCE
SEP 12 2007
City Of Tukwila
BUILDING DIV151. V
ATS CABLE SCHEDULE
SCALE: (24'X36"): NOT TO SCALE
SCALE: (11"X17"): NOT TO SCALE
RECEIVED
err( OF TUKWILA
AUG 20 2007i
PERMIT CcJIT A
1
Together with NEORE
1054' WN1OW3 RD NC 50111 100
N OWA0. WA 59052
1.1l05L 423.I7117400
PACIFIC TELECOM SERVICES,
LLC
509 1St Avww4 0. Sotto 050
S3404, WA. 59104
Nam (200) 342 -5000 Fan (200) 903 -0512
407
GI RED
TECT
THOMAS R. HOLLAND
STATE OF WASHINGTON
0
`J
N
O
E
JOB #
WA0234
REVISION
-3
ATS CABLE SCHEDULE AND
ATS ALARM WIRING - IDEN
DRAWING #
E -3
0
TUKWILA, WA 98188
545 ANDOVER PARK W
d v
IHi
- �
m m
J J
LI Li
i
REVISIONS
08/08/07
08/13/07
ISSUED FOR PCD REVIEW
ISSUED FOR PCD REVIEW
ISSUED FOR CONSTRUCTION
m o
NOTES:
1. POLYPHASER SURGE PROTECTORS SHALL BE MOUNTED NEAR THE ATS AND CONNECTED
TO NEAREST GROUND WIRE EXITING THE SHELTER WITH A #6 WIRE WITH A TWO HOLE
LUG CONNECTION.
2.
3.
4.
ALL POLYPHASERS SHALL BE MOUNTED W /IN THE EXISTING TELCO CABINET. IF THERE
IS NOT SUFFICIENT ROOM TO DO THIS, THE POLYPHASER(S) SHOULD BE MOUNTED W /IN
A NEW 18"X18"X12" NEMA RATED ENLCOSURE MOUNTED ON THE EXISTING H -FRAME
POLYPHASERS HAVE SPECIFIC WIRE IN/WIRE OUT ROUTING. THIS MUST BE FOLLOWED
BY INSTALLATION PERSONNEL
POLYPHASER QUANTTIY REQUIREMENTS;
-CDMA SITES RECEIVE 2. ONE MOUNTING PLANE FOR GENERATOR ALARMS ONLY.
NO POLYPHASERS BETWEEN ATS AND BTS.
- IDEN SITES RECEIVE 4, ONE MOUNTING PLANES, TWO FOR GENERATOR ALARMS,
ONE FOR ATS ALARMS.
- CO -HAB (IDEN AND CDMA) RECEIVE 4, ONE MOUNTING PLANE, ALL GENERATOR
ALARMS GO TO THE IDEN SHELTER /CABINET. AND THE ATS ALARMS (FOR CDMA
ONLY) DO NOT REQUIRE POLYPHASERS - STRAIGHT THROUGH TO BTS (RADIO
CABINET). -- IN CO -HAB INSTANCES 2 ATS WILL BE USED. THE IDEN ATS USES
POLYPHASERS BETWEEN IT AND FINAL PUNCHDOWN.
5. ALL ALARMS GO TO THE IDEN SIDE ON COHAB SITES. ATS ALARMS ALSO GO TO THE
CDMA SIDE. NO POLYPHASERS ARE REQUIRED FOR THE ATS ALARMS FOR
L1 /L2
UTILITY CO. DISCONNECT
CHASSIS (AND H- FRAME) BOND
CHASSIS BOND
SHELTER DISCONNECT
"UTILITY ELECTRICAL GROUND ROD*
✓3 INCHES ABOVE SURFACE FOR INSPECTION
✓EXOTHERIC BOND TO EXTERIOR GROUND RING
N
I
"GENERATOR ELECTRICAL GROUND _
"EXOTHERMIC BONO TO EXTERIOR GROUND RING
ATS /MTS
EMERGENCY
NORMAL
*IF UTILITY DISCONNECT 15FT OR LESS FROM SHELTER, COMMON ROD PERMITTED,
OTHERWISE, TWO DISTINCT RODS.
* *BOND UTILITY DISCONNECT NEUTRAL/GROUND TO SHELTER GROUND IF UTILITY
DISCONNECT IS WITHIN SHELTER PERIMETER, OTHERWISE, NOT BOND.
SCALE: (24'X361: NOT TO SCALE
SCALE: (11'X177: NOT TO SCALE
O
CHASSIS BOND TO
HALO (INTERIOR OR
EXTERIOR (EXTERIOR)
✓SHELTER ELECTRICAL GROUND ROD*
"3 INCHES ABOVE SURFACE FOR INSPECTION
"EXOTHERMIC BOND TO EXTERIOR GROUND RING
NEUTRAL GROUND BOND
GENERATOR
LOAD CENTER
L1 /L2
CHASSIS BOND
TO HALO
3
UTILITY
DISCONNECT
EMERGENCY POWER INPUT
FROM PADMOUNT GENERATOR
GENERATOR CHARGE CONNECTION
ALARM / CONTROL CONNECTION
APPLETON
CONNECTOR
1 4J
—
ALL GENSET CONNECTIONS VIA STUB -UP AREA
GENERATOR
CHARGER /HEATERS POWER
GENSET POWER OUT
ALARM /STATUS /CONTROL
ATS
•
TS 1GRQ11N1 3 � +
rr . °143.41:1;a:7°' .
G NSET/TK
G UND ROTA 3.
SE A"11
LOAD CENTER
-�—� TO SITE
+► LOADS
ALARM Ho. TO FACILITY
.... L_._._._. -. SURGE ALARM BLOCK
PROTECTORS (PROVIDED
I I WITH SHELTER)
— J
SURGE
SUPPRESSOR
NOTES:
1. IF PORTABLE IS REQUIRED IN ADDITION TO
PADMOUNT GENERATOR, ADD PLANNING AS
REQUIRED TO ADD MANUAL TRANSFER SWITCH
AND APPLETON CONNECTOR IN EMERGENCY
BUS FROM ATS (SHOWN IN DOTTED LINES).
GENSET SINGLE -LINE DIAGRAM
SCALE (24'X361: NOT TO SCALE
SCALE: (11'X17'): NOT TO SCALE
SITE
LOAD CENTER
ATS*
SITE POWER
♦ MULTI -PAIR ALARM CABLE
SCALE: (24'X36'): NOT TO SCALE
SCALE: (11'X17'): NOT TO SCALE
POWER
SURGE
PROTECTOR
RECEIVED
CITY OF TUKWILA
AUG 20 2007
PERMIT CETJTETL
UTILITY MAINS
DISCONNECT
ALARM 66
BLOCK
CONDUIT SINGLE -LINE DIAGRAM
UTILITY POWER IN
TO IMU
2
1
0
Together with NMI
1054 MUMS 90 t Sure 100
900140■0. WA NOS,
NOW.: 425.276.9400
PACIFIC TELECOM SERVICES,
LLC
SN ,u., Avenue S. sane 650
S.at14. WA. 96104
PMnn (206) 342 -9000 Tart (2N) 905-661:
4072
THOMAS R. HOLLAND
STATE OF WASHINGTON
1
N
O
TEREC
TECT
E -4
ELECTRICAL
DETAILS
JOB # DRAWING #
WA0234 E - 4
REVISION I 0
QUASIMOTO
545 ANDOVER PARK W
TUKWILA, WA 98188