HomeMy WebLinkAboutST - 18700 ORILLIA RD S - VERIZON WIRELESS - STORAGE TANKSTANKS)
UNDERGROUND STORAGE TANKS (UST) I ABOVE GROUND STORAGE TANKS (AST)
18700 ORILLIA RD S
RELATED PERMIT NUMBER(S)
725-7
Date: 12/17/07
Tukwila Fire Department
OPERATIONAL PERMIT
By virtue of The Provisions of the International Fire Code adopted by City of Tukwila Ordinance,
Verizon Wireless located at 18700 Orillia Road South
725-07
having made application in due form, and as the conditions, surrounding, and arrangements are, in my opinion, such that the intent of the
Ordinance can be observed, authority is hereby given and the PERMIT is granted for *To install, alter, remove, abandon or otherwise dispose of
a flammable or combustible liquid tank per Chapter 34 of the International Fire Code*
This PERMIT is issued and accepted on condition that all Ordinance provisions now adopted, or that may hereafter be adopted, shall be complied with.
THIS PERMIT IS VALID FOR
This permit does not take the place of any
License required by law and is not transferable. Any
change in use or occupancy of premises shall require
a new permit
-Ninety Days -
Fire Marshal
THIS PERMIT MUST BE POSTED ON THE PREMISES MENTIONED ABOVE
T.F.D./F.P. #2
'450 CCILIA
TUKWILA FIRE DEPARTMENT
UNDERGROUND/ABOVEGROUND FUEL TANK REMOVAL/INSTALLATION PERMIT
FIRE DEPARTMENT SPECIAL PERMIT #
RECEIPT #-Z,T, ' DATE RECEIVED: /Z -7/7-40 7 DATE ISSUED:
FIRM NAME:
Verizon Wireless (Contact: Jennifer Taylor)
PHONE: 206-228-2127
FIRM ADDRESS: 14432 SE Eastgate Way Suite 260 Bellevue, WA 98007
JOB SITE: 18700 Orillia Road South
NUMBER OF TANKS TO BE REMOVED/INSTALLED: One to be installed
INDIVIDUAL TANK CAPACITY (GALS): 52 gallons
PRODUCT TO BE STORED: Biodiesel fuel
TOTAL AGGREGATE CAPACITY (GALS): 52 gallons
NAME OF BUSINESS AT JOB SITE: Verizon cell site - SEA Brisco
PERSON IN CHARGE: PHONE:
To install or remove any flammable or combustible liquid tank per Chapter 34, section
3404 of the International Fire Code.
Installation of aboveground tanks shall be limited to MIC/H, MIC/L, LI and C/LI zones.
A site plan showing property lines, building location(s), storm drain location(s), public
access, proposed screening and containment must be submitted for review prior to
approval.
THIS APPLICATION MUST BE RETURNED WITH ASCALED DRAWING OF THE SITE AND
YOUR CHECK IN THE AMOUNT OF $ , TO THE TUKWILA FIRE
DEPARTMENT, 444 ANDOVER PARK EAST, TUKWILA, WASHINGTON, 98188.
TANKREMV.PER Rev. 11/1/07 T.F.D. Form F.P. 31
Tukwila Fire Department
InterOffice Memo
R.E COPY
July 12, 2007
To: Finance & Safety Committee
From: B/C Don Tomaso
Re: Above Ground Diesel Fuel Tank Installation
Issue: Verizon Wireless has requested a permit to install a standby power generator
with an attached 210 gallon diesel fuel tank for their cellular site located at 18700 '
Background: Per City Ordinance 2047 and codified as TMC 16.16.040, the City
restricts the installation of above ground fuel tanks to the following zoning
classifications, MIC, LI, and CLI. The zoning for this location is TVSMPA, and
exceptions have historically been approved by the City Council under TMC 16.16.090
and TMC 16.16.100.
Discussion: The proponent's proposal is to install a standard Genset with an intergal
fuel tank with a 210 gallon capicity. This Genset is typical for the use intended, and we
currently have several installed within the City. Most notably, the ones you would see
most are installed by the City at pump station locations (Andover Park West & Strander)
and for ValVue Sewer District for their pump station locations (Boeing Access Road and
East Marginal).
The proponent has an operational need to install the Genset to insure system reliability
for their celluar network, as with other busineses who discovered reliability issues as a
result of the December wind storm and the timeliness of public utility power supply
restoral.
The proposed installation will be located within the King County Solid Waste Transfer
Station site, specifically located on the West side boarding the WSDOT ROW for I — 5.
The site is screened by a berm from I — 5, but is visible from the transfer site. I have told
the proponant that landscape screening would be required, and they have agreed to
installing landscape screening.
I recommend that this variance be approved with provisions for the installation of
landscape screening that is consistant with requirements from the planning department
for type Ill landscape screening. Type Ill screening is what was required at the Cendant
Rental Car facility on International Boulevard.
DRAWING INDEX
DWG' '
DESCRIPTION
R O.
T - I
COVER SWEET
2
A -I
SPECIFICATIONS
2
A-2
SITE PLAN
2
A-3
COMPOUND LAYOUT
2
A-4
EAST AND WEST ELEVATIONS
2
A -4A
NORTW AND SOUTH ELEVATIONS
2
A-5
GENERATOR FUEL TANK
2
S -I
STRUCTURAL DETAILS
2
E -I
SINGLE LINE DIAGRAM
2
E-2
ELECTRICAL LAYOUT
2
E-3
GROUNDING DETAILS
2
Oct) nowi1 K�
C
011 wireless
SEA BRISCO
GENERATOR INSTALLATION
PROJECT SUMMARY
SITE NAME:
SITE ADDRESS:
ASSESSOR'S PARCEL ":
CURRENT ZONING:
GOVERNING CODE:
JURISDICTION:
CONSTRUCTION TYPE:
OCCUPANCY:
PROPERTY OWNER:
SITE ACQUISITION:
ZONING CONTACT:
PROJECT MANAGER:
CONSTRUCTION MANAGER:
APPLICANT:
CONSULTANT:
SURVEYOR:
POWER:
TELCO:
PREVIOUS PERMIT APPROVALS:
SEA BRISCO
18100 ORILLIA RD S
TUKWILA, WA
352304-9031
TUKWILA VALLEY SOUTH (TVS)
IBC 2005
CITY OF TUKWILA
N/A
N/A
KING COUNTY
500 KING COUNTY ADMINISTRATION
BUILDING
SEATTLE, WA 58104
DANIEL BONNINGTON
PHONE: (425) 214-4444 (EXT. 125)
JENNIFER TAYLOR
14432 SE EASTGATE WAY, SUITE 260
BELLEVUE,WA 55001
PHONE: (425) 214-4444 (EXT. 141)
EMAIL: ,JtaylorereaIcomassoc.com
JULEI HINTY
PHONE: (425) 214-4444 (EXT. 125)
CHRIS STEPHENS
15900 SE EASTGATE WAY
BELLEVUE, WA 98005
PHONE: (425) 603-2128
VERIZON WIRELESS
TRK ENGINEERING LTD
"20I - 11685 - 56TH AVE
SURREY, BC V35 1X1, CANADA
CONTACT: DENNIS AMANTEA
TEL: (604) 514-6432
FAX: (604 514-6431
TOLL FREE: 1-811-345-4045
EMAIL: MAILeTRKENGCOM
N/A
T.BD.
T.B.D.
MI99-0221 AND MI99-0203
5 188TH ST
VERIZON
WIRELESS SITE
�4
v
S 190TH LN
S 192ND ST
4
F-
KEY PLAN
N.T.S.
NAVP 88:
GROUND ELEV.= T.BD.
TRANSFER
STATION
ACCESS
ROAD
NAP 83
LAT. 41' 26' 0.1 N
LONG. 122' 16' 10.5 W
DIRECTIONS FROM BELLEVUE
TAKE 1-405 (SOUTH). ROAD NAME CHANGES TO SR -5I5. TAKE RAMP (RIGHT)
ONTO I-5 (TOWARDS I-5 / PORTLAND). AT EXIT 152, TURN RIGHT ONTO RAMP
(SOUTH 188TH STREET / ORILLIA ROAD). KEEP LEFT TO STAY ON RAMP
TOWARDS ORILLIA ROAD. TURN LEFT (SOUTH-EAST) ONTO SOUTH 188TH
STREET. TURN LEFT (NORTH) ONTO ORILLIA ROAD SOUTH. ARRIVE AT 18100
ORILLIA ROAD SOUTH (TRANSFER STATION). SITE IS PAST TRANSFER
STATION TOOL BOOTH ON LEFT SIDE.
PROJECT DESCRIPTION
-INSTALLATION OF A I2kW CABINET STYLE BIODIESEL DC GENERATOR WITH
A 52 GALLON DOUBLE WALLED FUEL TANK ON CONCRETE PAD NEAR
EXISTING VERIZON EQUIPMENT
APPROVAL LIST
TITLE
SIGNATURE
DATE
RF ENGINEER
PROJECT MANAGER
SITE ACQUISITION
ZONING CONTACT
PROPERTY OWNER
LEGAL DESCRIPTION
REFER TO A-2
P®Wiwireless
REALCOM
401 - 11600 - 66114 AVE
SURREY, BC V36 1X1, CANADA
TEL: (604) 514-6432
FAX: (604) 514-6431
TOLL FREE: I-811-345-4045
EMAIL: mell"trkargcom
1.1.E15:II«: w614. oom
PROJECT NO:
0630-020
DRAIN BY,
GH.
CHECKED ST,
FPL
CAD FILE:
0630.02011
SUBMITTALS
2
OCT 0/01
GENERATOR RES/SIGN
.ANE 25/01
GENERAL REN6:0 40
MAY 14/01
165UED FOR SP/CONST.
A
APR 20101
ISSUED FOR REVIEW
THE IN FOR'1ATION CONTAINED N TH16
SET OF DOCUMENTS IS PROPRIETARY
BY NATURE. ANY USE OR DISCLOSURE
011¢R THAN THAT WHICH RELATES TO
THE CLIENT NAMED IS STRICTLY
PROHIBITED.
AIE SEAL
SITE
SEA BRISCO
18100 ORILLIA RD 5
TUKWILA, WA
SHEET TITLE
COvER SHEET
SHEET NUMBER
T-1
GENERAL NOTES:
I. THE PROPOSED INSTALLATION WILL BE UNMANNED AND DOES NOT
REQUIRE POTABLE WATER OR SEWER SERVICE.
2. THE PROPOSED INSTALLATION IS UNMANNED AND IS NOT FOR HUMAN
HABITATION. (NO HANDICAP ACCESS IS REQUIRED).
3. OCCUPANCY IS LIMITED TO PERIODIC MAINTENANCE AND INSPECTION,
APPROXIMATELY 2 TIMES PER MONTH, BY VERIZON WIRELESS TECHNICIANS.
4. NO NOISE, SMOKE, DUST OR ODOR WILL RESULT FROM THIS PROPOSAL.
5. OUTDOOR STORAGE AND SOLID WASTE CONTAINERS ARE NOT PROPOSED.
6. ALL REFERENCES TO SPECIFIC STANDARDS FOR THIS PROPOSAL ARE
UNDERSTOOD TO BE THE LATEST VERSION.
1. THE TENDERER MUST UNDERGO A SITE VISIT TO CAREFULLY EXAMINE AND
UNDERSTAND THE SCOPE OF THE WORK REQUIRED BEFORE BID
SUBMISSION. NO COMPENSATION IN ANY FORM WILL BE PAID FOR
EXPENSES RESULTING FROM FAILURE TO DO SO.
8. IF THE SPECIFIED EQUIPMENT CAN NOT BE INSTALLED AS 51-101154 ON THESE
DRAWINGS, THE CONTRACTOR SHALL PROPOSE AN ALTERNATIVE
INSTALLATION FOR APPROVAL BY THE CONSTRICTION MANAGER
9. CONTRACTOR IS RESPONSIBLE FOR FIELD MEASUREMENTS TO CONFIRM
LENGTHS OF CABLE TRAYS, ELECTRICAL LINES, AND ANTENNA CABLES.
10. ROUTING OF ALL CONDUITS, CABLES, CABLE TRAY, ETC. IS INDICATED AS
PROPOSED LOCATIONS ONLY. CONFIRM THE EXACT ROUTING WITH THE
ON-SITE CONSTRUCTION MANAGER PRIOR TO THE START OF WORK
II. ALL DAMAGE OR OPENING UP OF THE EXISTNG STRUCTURE MUST BE MADE
GOOD TO THE FIE -CONSTRUCTION CONDITION OR BETTER.
12. INSPECTION OF COMPLETED WORK IS REQUIRED BEFORE COVERING UP.
PROVIDE MINIMUM 24 HOURS NOTICE TO CONSULTANT.
B. REMOVE AND CLEAN UP ANY DEBRIS OR MATERIAL FROM TEE SITE
THROUGHOUT THE DURATION OF THE CONTRACT ON A DAILY BASIS AND
UPON COMPLETION OF THE WORK AS DIRECTED BY THE CONSTRUCTION
MANAGER
14. OBTAIN AND PAY FOR ALL ELECTRICAL PERMITS AND INSPECTIONS
REQUIRED FOR COMPLETION OF WORK AND ACCEPTANCE. PROVIDE
CERTIFICATES TO THE CONSTRICTION MANAGER VERIFYING THAT THE WORK
CONFORMS TO THE REQUIREMENTS OF ALL CODES AND AUTHORITIES
HAVING JURISDICTION
IS. PROVIDE VERIZON WIRELESS WITH A WRITTEN WARRANTY, EFFECTIVE FOR
ONE YEAR AFTER DATE OF ACCEPTANCE, FOR THE COMPLETE
INSTALLATION. REPAIR OR REPLACE ANY DEFECTS ARISING DURING THIS
PERIOD AT NO EXTRA COST TO VERIZON WIRELESS.
16. NO DEVIATIONS FROM DESIGN SHOW ON THESE DRAWINGS IS ALLOWED,
WITHOUT WRITTEN APPROVAL FROM THE CONSULTANT. FAILURE TO
OBSERVE THIS RULE MAY RESULT N CONTRACTOR CORRECTING THE
INSTALLATION AT THEIR EXPENSE.
M. ALL ITEMS NOT LISTED A6 'EXISTING. OR 'PROVIDED DY OTHERS' ARE TO
BE SUPPLIED AND 146TALLED DT THE CONTRACTOR.
DESIGN CRITERIA:
L THE STRUCTURAL DESIGN OF THIS INSTALLATION IS IN
ACCORDANCE WITH IBC 2006.
2. DESIGN LOADS:
DESIGN DATA FOR TUKWILA, WA:
• GROUND SNOW LOAD 25 par
• BASIC WIND SPEED (3 SEC GUST) 85 mph
• WIND EXPOSURE C
• SEISMIC DESIGN CATEGORY 02
• MAPPED SPECTRAL ACCELERATIONS
FOR SHORT PERIODS SB • 1350 9
• MAPPED SPECTRAL ACCELERATIONS
FOR A 1 SECOND PERIOD SI • 0.415 9
CONCRETE NOTES:
I. ALL CONCRETE CONSTRUCTION SHALL BE IN ACCORDANCE WITH ACI -318.
2. CONCRETE SHALL BE MIXED, PROPORTIONED, CONVEYED AND PLACED IN
ACCORDANCE WITH IBC 2006 SECTION 1905 AND ACI 301. STRENGTHS AT 25
DAYS AND MIX CRITERIA SHALL BE AS FOLLOWS.
3. TYPE OF CONSTRUCTION 28 DAY STRENGTHS W/C
(Tc) RATIO
A SLABS ON GRADE
TOPPING SLABS
CONCRETE PIERS
3000 PSI 5 .45
MINIMUM CEMENT
CONTENT
PER CUBIC YARD
5 1/2 SACK
B. ALL STRUCTURAL CONCRETE 4000 PSI 5.45 6 I/t SACKS
C. FOUNDATIONS 3,000 PSI S .45 5 I/J SACKS
CEMENT SHALL BE ASTM C150, PORTLAND CEMENT TYPE II UNO.
4. THE GENERAL CONTRACTOR SHALL SUPERVISE AND BE RESPONSIBLE FOR
THE METHODS AND PROCEDURES OF CONCRETE PLACEMENT.
5. ALL CONCRETE WITH SURFACES EXPOSED TO STANDING WATER SHALL BE
AIR -ENTRAINED WITH AN AIR -ENTRAINING AGENT CONFORMING TO ASTM
C260, C454, C615, C983 AND CI011. TOTAL AIR CONTENT SHALL BE IN
ACCORDANCE WITH TABLES I9042J OF THE IBC 2006.
6. REINFORCING STEEL SHALL COI -FORM TO ASTM A615 (INCLUDING
SUPPLEMENT SI), GRADE 60, fy60000 PSI. EXCEPTIONS: ANY BARS
SPECFICALLY SO NOTED 04 THE DRAWINGS SHALL BE GRADE 40,
fy40000 PSI. GRADE 60 REINFORCING BARS INDICATED ON DRAWINGS TO
BE WELDED SHALL CONFORM TO ASTM A106. REINFORCING COMPLYING
WITH ASTM A615(61) MAY BE WELDED ONLY IF MATERIAL PROPERTY
REPORTS INDICATING CONFORMANCE WITH WELDING PROCEDURES SPECIFIED
IN ANUS. 014 ARE SUBMITTED.
1. REINFORCING STEEL SHALL BE DETAILED (INCLUDING HOOKS AND BENDS) IN
ACCORDANCE WITH ACI 35 AND 318. LAP ALL CONTINUOUS REINFORCEMENT
AT LEAST 30 BAR DIAMETERS OR A MINIMUM OF 2'-0". PROVIDE CORNER
BARS AT ALL WALL AND FOOTING INTERSECTIONS. LAP CORNER BARS AT
LEAST 30 BAR DIAMETERS OR A MINIMUM OF 2'-0". LAP ADJACENT MATS OF
WELDED WIRE FABRIC A MINIMUM OF 5' AT SIDES AND ENDS.
B. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A -IBS.
9. SPIRAL REINFORCEMENT SHALL BE PLAIN WIRE CONFORMING TO ASTM A6E,
GRADE 60, (5.60000 PSI.
10. NO BARS PARTIALLY EMBEDDED N HARDENED CONCRETE SHALL BE FIELD
BENT UNLESS SPECFICALLY 50 DETAILED OR APPROVED BY THE
CONSULTANT.
IL CONCRETE PROTECTION (COVER) FOR REINFORCING STEEL SHALL BE AS
FOLLOWS:
• FOOTINGS AND OTHER UNFORMED 3•
SURFACES, EARTH FACE
• FORMED SURFACES EXPOSED 06 BARS OR LARGER) 2"
TO EARTH OR WEATHER 05 BARS OR SMALLER) 11/2"
• SLABS AND WALLS (INTERIOR FACE)
U. BARS SHALL BE SUPPORTED ON CHAIRS OR DOBIE BRICKS.
13. ANCHOR BOLTS TO CONFORM TO ASTM A301.
3/4'
14. NON -SHRINK GROUT SHALL BE FURNISHED BY AN APPROVED MANUFACTURER
AND SHALL BE MIXED AND PLACED N STRICT ACCORDANCE WITH THE
MANUFACTURER'S PUBLISHED RECOMMENDATIONS. GROUT STRENGTH SHALL
BE AT LEAST EQUAL TO THE MATERIAL ON WHICH IT IS PLACED (3000 PSI
MINIMUM).
STRUCTURAL STEEL NOTES:
I. SHOP DRAWINGS FOR STRUCTURAL STEEL SHALL BE SUBMITTED TO THE
CONSULTANT FOR REVIEW PRIOR TO FABRICATION.
1. STRUCTURAL STEEL DESIGN, FABRICATION, PAINTING AND ERECTION
(INCLUDING FIELD WELDING, HIGH STRENGTH FIELD BOLTING, EXPANSION
BOLTS, AND THREADED EXPANSION ANCHORS) SHALL BE BASED ON THE
A.I.SO. "SPECIFICATION FOR THE DESIGN, FABRICATION. AND ERECTION OF
STRUCTURAL STEEL FOR BUILDINGS" LATEST EDITION. SUPERVISION SHALL
BE IN ACCORDANCE WITH CHAPTER IT OF THE INC 2006, BY A QUALIFIED
TESTING AGENCY DESIGNATED BY THE CONSULTANT. THE CONSULTANT
SHALL BE FURNISHED WITH A COPY OF ALL INSPECTION REPORTS AND TEST
RESULTS.
3. STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING REQUIREMENTS:
TYPE OF MEMBER
A, PLATES, SHAPES. ANGLES, AND RODS
B. SPECIAL SHAPES AND PLATES
C. PIPE COLUMNS
D. STRUCTURAL TUBING
E. ANCHOR BOLTS
F. CONNECTION BOLTS
ASTM A36, Fy 36 KSI
ASTM A512. Fy 50 K61
ASTM A53, Fy 35 KSI
ASTM A500, Fy 46 KSI
ASTM A301
ASTM A325 TWIST -OFF -TYPE
4. ALL MATERIAL TO BE HOT DIPPED GALVANIZED AFTER FABRICATION PER
AI23/A123M-00.
5. ALL WELDING SHALL BE IN CONFORMANCE WITH A.ISO. AND AWS STANDARDS
AND SHALL BE PERr-OR"ED BY WABO. CERTIFIED WELDERS USING 810 XX
ELECTRODES. ONLY PREQUALIFIED WELDS (AS DEFINED BY AWS) SHALL BE
USED. WELDING OF GRADE 60 REINFORCING BARS (IF REQUIRED) SHALL BE
PERFORMED USING LOW HYDRIVSFN ELECTRODES. WELDING OF GRADE 40
REINFORCING BARS (IF REQUIRED) SHALL BE PERFORMED USING E10 XX
ELECTRODES. WELDING WITHIN 4" OF COLD BENDS N REINFORCING STEEL 15
NOT PERMITTED. SEE REINFORCING NOTE FOR MATERIAL REQUIREMENTS OF
WELDED BARS.
6. COLD -FORMED STEEL FRAMING MEMBERS SHALL BE OF THE SHAPE, SIZE.
AND GAGE SHOWN ON THE PLANS. PROVIDE MINMUI SECTION PROPERTIES
INDICATED. ALL COLD -FORTED STEEL FRAMING SHALL CONFORM TO THE
AISS. "SPECIFICATION FOR THE DESIGN OF COLD -FORMED STEEL
STRUCTURAL MEMBERS."
1. BOLTED CONNECTIONS SHALL USE BEARING TYPE ASTM A325 BOLTS
DIA) AND SHALL NAVE A MINIMUM OF TWO BOLLS UNLESS NOTED OTHERWISE.
ALL ASSEMBLY ARE TO BE TIGHTENED IN ACCORDANCE WITH
"SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A430"., JUNE
30, 2004. FOR BEARING -TYPE CONNECTIONS, AS A MINIMUM, THE BOLTS
SHALL BE TIGHTENED TO A "SNUG TIGHT" CONDITION AS DEFINED IN THE
ABOVE REFERENCED CODE.
8. NON-STRUCTURAL CONNECTIONS FOR STEEL GRATING MAY USE 5/8" DIA.
ASTM A301 BOLTS UNLESS NOTED OTHERWISE.
9. ALL WELDS TO BE 1/4" FILLET UNLESS NOTED OTHERWISE
10. TOUCH UP ALL FIELD DRILLING AND WELDING WITH 2 COATS OF GALVACON
(ZINC RICH PAINT) OR APPROVED EQUAL.
SPECIAL INSPECTIONS:
SPECIAL INSPECTION6 N ACCORDANCE WTH SECTION 1104 OP THE IBC 2006.
SOILS/GEOTECFANICAL:
❑ SHORING INSTALLATION AND MONITORING
❑ OBSERVE AND MONITOR EXCAVATION
❑ VERIFY SOIL BEARSG PSF BEARING
❑ SUBSURFACE DRAINAGE PLACEMENT
O VERIFY FILL MATERIAL AND COMPACTION
0 VERIFY CONDITIONS AS ANTICIPATED
O PILE PLACEMENT (AUGER CAST/DRIVEN PILE)
❑ OTHER
REINFORCED CONCRETE:
0 REINFORCING STEEL AND CONCRETE PLACEMENT
0 PRESTRESSED/PRECAST CONCRETE FABRICATION AND ERECTION
❑ BATCHPLANT INSPECTION
❑ SHOTCRETE
❑ GROUTING
❑ OTHER
STRUCTURAL STEEL
❑ FABRICATION AND SHOP WELDS
0 ERECTION AND FIELD WELDS AND BOLTING
❑ OTHER
STRUCTURAL ALUIINIM:
0 FABRICATION AND SHOP WELDS
0 ERECTION. FIELD WELDS AND BOLTING
❑ OTHER
STRUCTURAL MASONARY:
0 CONTINUOUS
0 PERIODIC
OTHER
ANCHORING TO CONCRETE:
0 BOLTS INSTALLED 51 CONCRETE
0 POST -INSTALLATION ADHESIVE ANCHORS
0 POST -INSTALLATION MECHANICAL ANCHORS
RE*LCOM
ENGINEERING
401 - 11608 - 66TH AVE
SURREY, BC V35 1X1, CANADA
TEL: (604) 514-6432
FAX: (6041 514-6431
TOLL FREE: 1-511-345-4045
EMAIL: nall•trkengcom
WEB: www.trken com
PROJECT NO,
0630-020
DRAIN SY.
010055D eY.
Fri
CAD FILE:
0630-020AI
SUBMITTALS
OCT 5/01
GENERATOR REv5ION
JUNE 23/01
GENERAL RE14I5.0
0
MAY 14/01
I56IIED FOR 8PJCONBT.
APR 20/01
ISSUED FOR REVIEW
THE INFORMATION CONTAINED N THIS
SET OF DOCUMENTS IS PROPRIETARY
BY NATURE. ANY USE OR DISCLOSURE
OTHER THAN THAT WHICH RELATES TO
THE CLIENT NAMED IS STRICTLY
PROHIBITED.
AAE SEAL
SITE
SEA BRISCO
18100 ORILLIA FRO 6
TUKWILA, WA
SHEET TITLE
SPECIFICATIONS
SHEET NUMBER
A-1
/
I
/
/4
//
/
EXISTING
BUILDING
FOUND 4"x4" RIGHT
OF WAY MONUMENT
ABANDONED
. TELEPHONE POLE
EXISTING 51GN
EXISTING LIGHT POLE
EXISTING DIRT
ACCESS ROAD
EXISTING
POUTER POLE
10'-0"
EASE
EXISTING
CNAINLINK FENCE
EASEM
III
APPROXIMATE LOCATION
OF EXISTING SCALE
EXISTING TRANSFER I
STATION TOLL BOOTH
EXISTING
POWER POLE
OENLARGED SITE PLAN
0 1020 50
GUY POLE CONNECTING
TO EXISTING POWER
POLE TO THE WEST
TAX LOT NO.
352304-901S
EXISTING TREE LINE
S
m
TAX LOT NO.
352304-9031
W
Q
W
4
TREE NORTH ARROW 5HOUN ON TI -US
DRAWING IS APPROXIMATE ONLY AND
MUST BE VERIFIED BY CONTRACTOR
i--- IS 81'56'02" EI
I ii 352304-9031 j
I i
1 ---1
TAX LOT NO.
.Ebh% I 352304-9034 /
I ` �,
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1
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1 \ J
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\`G II
v5i I i TAX LOT NO.
T SEE ENLARGED I 352304-9051
/ %/
NOTES:
I. SITE PLAN INFORMATION WAS OBTAINED FROM AN EXISTING DRAWING
PROVIDED BY OTHERS. THIS DRAWING DOES NOT REPRESENT A
SURVEY. ALL DIMENSIONS TO PROPERTY LINES ARE APPROXIMATE
ONLY.
LEGAL DESCRIPTION:
BEGINNING AT THE WEST 1/4 CORNER OF SECTION 35, TOUNSHIP 23
NORTH, RANGE 4 EAST, WM.;
THENCE SOUTH 51'56' EAST 960 FEET;
THENCE SOUTH 53'24'59" LEST 12151 FEET;
THENCE SOUTH 38'42'02" EAST 114463 FEET;
THENCE SOUTH 4'04' WEST 490 FEET;
THENCE NORTH 81'51' WEST 123831 FEET;
THENCE NORTH 5'44'13" EAST 181511 FEET TO BEGINNING; EXCEPT ROADS;
EXCEPT STATE HIGHWAY
SITUATE M THE COUNTY OF KING, STATE OF WASHINGTON.
PER TITLE REPORT NO. N311315 ISSUED BY FIDELITY NATIONAL TITLE
COMPANY OF WA511MGTON.
2
W
UTILITY EASEMENT
F\41.
I I
FOUND 4"x4" RIGHT
OF WAY MONUMENT _
I iI II
I1
, I I
hLL 1
II
4I
I1
i I
1,
/ I
1
I; \\ TAX LOT NO.
•x352304-9048
TAX LOT NO. 1
352304-031 w1 I O m
Z fil
eee1xp
Z �IW 09
E QIm Xn
O 'II
01Y I I_ m
ZJ I /
34
3
T 123831' '-
i��TAX LOT NO.
352304-9018
TAX LOT NO.
352304-9068
TAX LOT NO.
352304-9016
FOUND MONUMENT AT
INTERSECTION OFTAX LOT NO.
/5 188TH ST AND THE 352304-9045
OFF/ON RAMPS OF I-5
FOUND MONUMENT AT THE
SOUTHWEST SECTION CORNER OF
SEC. 35, TSP. 23 N, RNC. 4 E. WM.
SITE PLAN
0 80 ISO 240
TAX LOT NO.
I 35230479015
°5 I
tiailiMwireless
REX►LCOM
,ENGINEERING
.201 - 11688 - 66TH AVE
SURREY, BC V35 TXI, CANADA
TEL: (604) 514-6432
FAX: (604) 514-6431
TOLL FREE: I-811-345-4045
EMAIL: mall•trken9row
UEB: wuw.trkengcan
PROJECT NO.
0630-010
DRAWN 81,
GM
ct£QCED Or
FM.
CAD FILE:
0630-01042
SUBMITTALS
2
001 11/01
GENERATOR REVISION
ANE 25/01
GENERAL REVISIONS
0
MAY H/01
INSIED FOR BP/CONLST.
A
APR 20/01
136E0 FOR REVIEW
THE INFORMATION CONTAINED N THIS
SET OF DOOJIENTS IS PROPRIETARY
BY NATURE. ANY USE OR DISCLOSURE
OTHER THAN TWAT WHICH RELATES TO
THE CLIENT NAMED IS STRICTLY
PROHIBITED.
ANE SEAL
SITE
SEA BRISCO
18100 ORILLIA RD 5
TUKWILA, WA
SHEET TITLE
SITE PLAN
SHEET NUMBER
A-2
TRUE NORTH ARROW SHOWN ON THIS
DRAWING 15 APPROXIMATE ONLY AND
MUST BE VERIFIED BY CONTRACTOR
EXISTING CHAINLINK FENCE
C/B PRIVACY SLATS
14' -Il'
EXISTING GRASS -AREA
EXISTING VERIZON WIRELESS
EQUIPMENT CABINET, TTP.
EXISTING ELECTRICAL CABINET
EXISTING VERIZON WIRELESS RAISED
PLATFORM CAU EQUIPMENT CABINETS
VERIZON WIRELESS CABINET
STYLE BIODIESEL DC GENERATOR
„ REFER TO A-5 FOR DETAILS
EXISTING VERIZON WIRELESS
ELECTRICAL H -FRAME
EXISTING VERIZON WIRELESS
SERVICE METER
REMOVE THIS PORTION OF EXISTING
EQUIPMENT FRAME GRATING TO
FACILITATE INSTALLATION OF
EMERGENCY GENERATOR REFER
TO 5-I FOR DETAILS
RELOCATE EXISTING BEAM AS
SI -TOWN FASTEN GRATING TO BEAM
AS PER MANUFACTURES
RECOMMENDATIONS
EXISTING VERIZON WIRELESS
WAVEGUIDE BRIDGE
EXISTING RIDGE OF BANK
EXISTING MONOPOLE
EXISTING MONOPOLE
FOUNDATION
EXISTING ELECTRICAL
H -FRAME CN) ICE BRIDGE
EXISTING TELCO PEDESTAL
EXISTING T -MOBILE
WAVEGUIDE BRIDGE
EXISTING WOOD UTILITY POLE
EXISTING EQUIPMENT PAD
G/W EQUIPMENT
EXISTING GRASS AREA
EXISTING GUY WIRE
EXISTING T -MOBILE EQUIPMENT
PAD CAW EQUIPMENT
0 COMPOUND LAYOUT
I 2 5
I I
NOTES:
I. CONTRACTOR'S WOW SHALL COMPLY WITH ALL APPLICABLE NATIONAL.
STATE, AND LOCAL CODES AS ADOPTED BY THE LOCAL AUTHORITY
HAVING JURISDICTION (AHJ) FOR THE LOCATION. THE EDITION OF THE
AHJ ADOPTED CODES AND STANDARDS N EFFECT ON THE DATE OF
CONTRACT AWARD SHALL GOVERN THE DESIGN.
C
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REILCOM
ENGINEERING
F201 - 11688 - 66TH AVE
SURREY, BC VES TXI, CANADA
TEL: (604) 514-6432
FAX, (604) 514-6431
TOLL FREE: I-011-345-4045
EMAIL: mall.trkengcom
I1EB: www.trkangcom
PROJECT NO:
0630-020
DRAW eY:
GH
CHECKED 5T:
Fit
GAD FILE:
0630-020A3
SUBMITTALS
OCT 0101
GE8ERATOR REVISION
J11E 25/01
GENERAL RE VISIONS
e
MAT 4/el
IS91ED FOR EP/CONST.
A
APR 2P/el
ISSUED FOR REVIEW
THE IWORMATION CONTAINED IN THIS
SET OF DOCUMENTS IS PROPRIETARY
By NATURE. ANY USE OR DISCLOSURE
OTHER THAN THAT IWICH RELATES TO
THE CLIENT NAMED IS STRICTLY
PROHIBITED.
ASE SEAL
SITE
SEA BRISCO
18100 ORILLIA RD 5
TUKWILA, WA
SHEET TITLE
COMPOUND LAYOUT
SHEET NUMBER
A-3
EXISTING WOOD UTILITY POLE
EXISTING OVERHEAD
UTILITY LINE
EXISTING GUY WIRE
EXISTING LIGHTNING ROD
T.O. EXISTING MONOPOLE/ VERIZON
WIRELESS ANTENNA TIP HEIGHT
60'-0"i A.G.L.
NOTES:
I. ELEVATION IS DIAGRAMMATIC ONLY.
2. CONTRACTOR'S WORK SHALL COMPLY WITH ALL APPLICABLE NATIONAL,
STATE, AND LOCAL CODES AS ADOPTED BY THE LOCAL AUTHORITY
HAVING JURISDICTION (AHJ) FOR THE LOCATION. THE EDITION OF THE
AHJ ADOPTED CODES FWD STANDARDS IN EFFECT ON THE DATE OF
CONTRACT AWARD SHALL GOVERN THE DESIGN.
EXISTING VERIZON WIRELESS
ANTENNA PLATFORM CNB ANTENNAS
EXISTING T -MOBILE RAD CENTER
4l' -611t AGL.
EXISTING T -MOBILE ANTENNA
PLATFORM CNB ANTENNAS
EXISTING WOOD UTILITY POLE
EXISTING OVERHEAD
UTILITY LINE
it
EXISTING ANTENNA PLATFORM
EXISTING 60'-0" MONOPOLE
EXISTING VERIZON WIRELESS
ANTENNA WAVEGUIDE BRIDGE
VERIZON WIRELESS CABINET STYLE
BIODIESEL DC GENERATOR
REFER TO 5-1FOR DETAILS
EXISTING T -MOBILE
WAVEGUIDE BRIDGE
EXISTING TELCO PEDESTAL
EXISTING CHAINLINK FENCE
CAI PRIVACY SLATS
EXISTING T -MOBILE
EQUIPMENT PAD CNB
EQUIPMENT
EXISTING VERIZON WIRELESS
EQUIPMENT CABINET
EXISTING GUY WIRE
EXISTING T -MOBILE
WAVEGUIDE BRIDGE
EXISTING CNAINLINK FENCE
CNI PRIVACY SLATS
EXISTING ELECTRICAL I4 -FRAME
CNB ICE BRIDGE
DEA5T ELEVATION
0 2 4
EX STING VERIZON
WIRELESS EQUIPMENT PAD
EX STING VERIZON WIRELESS
ELECTRICAL H -FRAME
EXISTING MONOPOLE
FOUNDATION
CDLUEST ELEVATION
0 2 4
FT-- I . '01
Cfer'c1nwire&eSS
RE*LCOM
• ENGINEERING
401 - 1158$ - 66T1-1 AVE
SURREY, BC V3S TXI, CANADA
TEL: (604) 514-6432
FAX: (604) 514-6431
TOLL FREE: I-811-345-4045
EMAIL: RAII0trke.$OOR
WEB: 20454rkang400
PROJECT NO:
0630-020
DRAW( BY:
GH.
442004ED BY.
FM.
0.40 FILE:
0630-020A4
SUBMITTALS
1
OCT 12/01
GENERATOR REVISION
JUNE 15/01
GENERAL REVISIONS
MAY M/01
ISSUED FOR BP/CONST.
A
APR 20/01
ISSUED FOR REVIEW
THE IFFORMATION CONTAINED IN THIS
SET OF DOCUMENTS IS PROPRIETARY
BY NATURE ANY USE OR DISCLOSURE
OTFER THAN THAT IWICH RELATES TO
TI -E CLIENT NAMED IS STRICTLY
PROHIBITED.
425 SEAL
SITE
SEA BRISCO
15100 ORILLIA RD 5
TUKWILA, WA
SFEET TITLE
EAST AND WEST
ELEVATIONS
SHEET NUMBER
A-4
EXISTING T -MOBILE
EQUIPMENT CABINET
EXISTING ELECTRICAL
I -I -FRAME CNl ICE BRIDGE
C...
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n • 1! ( N
EXISTING LIGHTNING ROD
TA. EXISTING MONOPOLE/ VERIZON
WIRELESS ANTENNA TIP HEIGHT
60'-o"± A. L.
EXISTING VERIZON WIRELESS
ANTENNA PLATFORM C W ANTENNAS
EXISTING T -MOBILE RAD CENTER
41'-6"t ACL.
EXISTING T -MOBILE ANTENNA
PLATFORM CAU ANTENNAS
EXISTING ANTENNA PLATFORM
EXISTING 60-0" MONOPOLE
EXISTING WOOD UTILITY POLE
EXISTING VERIZON WIRELESS
EQUIPMENT CABINET
CDNORTI-1 ELEVATION
0 2 4 8
I
EXISTING VERIZON WIRELESS
ELECTRICAL I -I -FRAME
NOTES:
I. ELEVATION IS DIAGRAMMATIC ONLY.
2. CONTRACTOR'S WORK SHALL COMPLY WITH ALL APPLICABLE NATIONAL.
STATE, AND LOCAL CODES AS ADOPTED BY THE LOCAL AUTHORITY
HAVING JURISDICTION (AHJ) FOR THE LOCATION. THE EDITION OF THE
AHJ ADOPTED CODES AND STANDARDS IN EFFECT ON THE DATE OF
CONTRACT AWARD SHALL GOVERN THE DESIGN,
EXISTING LIGHTNING ROD
TA. EXISTING MONOPOLE/ VERIZON
WIRELESS ANTENNA TIP HEIGHT
T1fint t1I,Iltil
1
SII
II
.
O
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60'-0"= A.G.L.
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ANTENNA ALATEORFM CO ANTENNAS
EXISTING T -MOBILE RAD CENTER
41'-6"t
EXISTING T -MOBILE ANTENNA
PLATFORM C/U) ANTENNAS
EXISTING ANTENNA PLATFORM
EXISTING 60'-0" MONOPOLE
EXISTING WOOD UTILITY POLE
VERIZON WIRELESS CABINET STYLE
BIODIESEL DC GENERATOR
REFER TO S-1 FOR DETAILS
EXISTING VERIZON WIRELESS
EQUIPMENT CABINET
EXISTING ELECTRICAL H -FRAME
C/U) ICE BRIDGE
O
SOUTH ELEVATION
0 2 4 8
terwireless
REI►LCOM
..--ENGINEERING
401 - 11689 - 66TH AVE
SURREY, BC V39 -1XI, CANADA
TEL: (604) 514-6432
FAX: (604) 514-6431
TOLL FTSE: 1-811-345-4045
EMAIL: mailatrkangcom
WEB: Wuw.trkangcom
PROJECT NO.
0630-020
DRAN BT:
GFL
CLEMED Et.
FM.
CAD FILE.
0630-020A4A
SUBMITTALS
1
OCT 11/01
GENERATOR REVISION
JItE 25/01
GENERAL REVISIONS
MAY LU01
ISSUED FOR BP/CONST.
A
APR 20/01
(SEED FOR REVIEW
THE SPOS'IATION CONTAUED IN THIS
SET OF DOOMENTS IS PROPRIETARY
BY NATURE. ANY USE OR DISCLOSURE
OTHER THAN THAT IWICH RELATES TO
TIE CLIENT NAMED IS STRICTLY
PROHIBITED.
ANE SEAL
SITE
SEA BRISCO
18100 ORILLIA RD S
TUKWILA, WA
SLEET TITLE
NORTH AND SOUTH
ELEVATIONS
SLEET NUMBER
A -4A
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GENERATOR REVBION
I
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GENERAL REVISIONS
0
MAY H/Cl
163IED FOR BP/CONST.
A
APR 20/01
ISSD FOR REVIEW
ISSUED
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RELATES TO
OTHER THAN THAT 111-11014 RELATES
THE CLIENT NAMED IS STRICTLY
PROHIBITED.
34.00
CAPACITY 52.67 GALLON S
ASE SEAL
A
VICTORY
1115 DRAINING OPSORGIN4®EYAND 19TH E EXCLITEIJE P RJ PETR YOF
VICTORY INOUSTRUIL PRO DUCTS NC. ITS FURNRHEO FOR CUSTOMER
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MICE THE CO N3lRICCTON CR TO RJR NISH THIS INFO MATO 5TO OTHERS.
A.INFORMATION
SITE
SEA BRISCO
18100 ORILLIA RD 5
TUKWILA, WA
SUB BASE TANK
INDUSTRIAL PRODUCTS
MOtotd•OHD
N.e7..E.,
LAYOUT-TANK
UNDERWRITERS LABORATORIES INC.
COMPLETE UNIT EST INEIGHT USTED (UL142) FILE; MH17934
WEr=908 LB [ 412 KG] COMPUES NTH NFPA NO. 30 ALL DIMENSIONS ARE IN INCHES.
DRAWN 136
GE PORTER
S12£
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8471742
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RAISED PLATFORM C/W
EQUIPMENT CABINETS
VERIZON WIRELESS
CABINET STYLE BIODIESEL
DC GENERATOR
REMOVE THIS PORTION OF EXISTING
EQUIPMENT FRAME GRATING TO FACILITATE
INSTALLATION OF EMERGENCY GENERATOR
AS SHOWN. TOUCH UP CUT ENDS OF
GRATING WITH 2 COATS OF GALVACON
ea
OGENERATOR PLINTH LAYOUT
O 2
EDGE OF EXISTING
CONCRETE PAD 2" SIDE AIR
SPACE REQUIRED
®GENERATOR DETAILS
0 6"
NOTES:
I. REFER TO A -I FOR SPECIFICATIONS.
2. REFER TO A-8 FOR DR£1481CN8.
- 0- 0 -
CABINET STYLE
DC 81ODIESEL
GENERATOR
9 IV -
1/2" DIA. HILTI KWIK BOLT III
CONCRETE ANCHOR
EMBEDED 4", TYP. OF 6
OGENERATOR BOLT DOU1N LAYOUT
O 2
CABINET STYLE
BIODIESEL DC
GENERATOR
°GENERATOR ISOMETRIC
N.T.S.
ven wireless
REA►LCOM
ENGINEERING
20I - 11688 - 66T1-1 AVE
SURREY. BC V39 1X1, CANADA
TEL: (604) 514-6432
FAX: (604) 514-6431
TOLL FREE, I-811-345-4045
EMAIL: na114trkeegcom
¢E8: www.vlurgcon
PROJECT No.
0630-020
DRAIN BY,
GH
CHECKED D,
F.M.
CAD FILE.
0630-02051
SUBMITTALS
OCT 12/01
GE,ERAT e: REVISION
.NE 25/01
GENERAL REVISIONS
0
MAY 14/01
ISSUED FOR BP./CONST.
A
AMR 20/01
158.E0 FOR REVIEW
Toff INFORMATION CONT4RED IN THIS
SET OF 00312 ENT9 19 PROPRIETARY
BY NATURE. MY 119E OR DISCLOSURE
OTWER THAN THAT 91 -)ICH RELATE5 TO
7141 CLIENT NAMED 15 STRICTLY
PROHIBITED.
AHE 5843
61TE
SEA BRISCO
18100 ORILLIA RD 5
TUKWILA, WA
SWEET TITLE
STRUCTURAL DETAILS
SWEET NUMBER
S-1
EXISTING METER
EXISTING CONDUCTORS
EXISTING 200A, 2 POLE
MAIN DISCONNECT
C
EXISTING CONDUCTORS
EXISTING POWER CABINET
EXISTING ELECTRICAL
PANEL
C �J
20A, IP
n
20.4, IP
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RECEPTACLE
2-'12 T141 -IN (SIGNAL),
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PLUS 012 GROUND IN I" RMC
CABINET STYLE BIODIESEL
f DC GENERATOR
500
2 RUNS OF 250 MCM
TI -II -IN IN 2" RMC
EXISTING POWER/BATTERY/
CABINET
DESIGN WAS BASED ON 24VDC GENERATOR.
CONTRACTOR TO CONFIRM WITH CONSTRUCTION MANAGER
IF SITE WILL BE 24V OR 48v DC PRIOR TO CONSTRUCTION
SINGLE LINE DIAGRAM
ELECTRICAL SPECIFICATION
I. ALL ELECTRICAL WORK SHALL BE COMPLETED IN ACCORDANCE
WITH THE LATEST EDITION OF THE NATIONAL ELECTRICAL CODE.
2. COMPLY WITH THE LATEST EDITION OF THE INTERNATIONAL BUILDING
CODE. THE REQUIREMENTS OF ALL APPLICABLE MUNICIPAL AND
STATE CODES AND REGULATIONS. AND UTILITY GUIDELINES.
3. PERFORM ALL VERIFICATION. OBSERVATIONS, TESTING AND
EXAMINATION OF WORK PRIOR TO THE ORDERING OF ELECTRICAL
EQUIPMENT AND THE ACTUAL. CONSTRUCTION. ISSUE A WRITTEN
NOTICE OF ALL FINDINGS TO THE CONSTRUCTION MANAGER LISTING
ALL MALFUNCTIONS, FAULTY EQUIPMENT AND DISCREPANCIES.
4. UNDERGROUND CONDUIT SHALL BE RIGID POLYVINYL CHLORIDE
CONDUIT: SCHEDULE 40, TYPE I, CONFORMING TO UL ARTICLE 651:
WESTERN PLASTICS OR CARBON MANUFACTURER COUPLINGS SHALL
BE SLIP-ON SOLVENT SEALED T PIPE: SOLVENT, WESTERN TYPE
COMPATIBLE WITH PVC DUCT, ALL BENDS SHALL BE 30" MINIMUM
RADIUS.
5. ALL WIRING SHALL BE STRANDED COfTLR WITH MINIMUM 600V
INSULATION (UNLESS OTHERWISE NOTED).
6. NEUTRAL SHALL BE COLOR CODED, INSULATION SHALL BE
CROSS-LINKED POLYETHYLENE.
1. CONTRACTOR TO CONTACT ALL UTILITIES FOR LOCATION OF
UNDERGROUND SERVICES. SERVICE LOCATIONS TO BE CONFIRMED
PRIOR TO CONSTRUCTION.
S. THE CONTRACTOR IS RESPONSIBLE FOR ALL PERMITTING, FILING,
AND FEES IN CONJUNCTION WITH THE PROJECT.
B THE CONTRACTOR SHALL SCHEDULE ALL NECESSARY INSPECTIONS
WITH THE PROPER AUTHORITIES AND INFORM VERIZON 24 -HOURS IN
ADVANCE. ALL TICKETS AND INSPECTION VERIFICATIONS WILL BE
SUBMITTED TO THE OWNER'S REPRESENTATIVE WITHIN 24 -HOURS
AFTER THE INSPECTION HAS TAKEN PLACE.
10. ALL EQUIPMENT, WIRING, AND MATERIALS FEST HAVE A UL LABEL.
U. ALL WORK SHALL BE DONE BY QUALIFIED AND EXPERIENCED
JOURNEYMEN AND FEW -OWED IN A WOR :IANNLIKE MANNER AND
SHALL PROCEED IN AN ORDERLY MANNER SO A5 NOT TO .OLD UP
THE PROGRESS OF THE PROJECT.
12. THOROUGHLY TEST ALL LINES, FEEDERS, EQUIPMENT, AND DEVICES
WITH MAXIMUM LOADS TO ASSURE PROPER OPERATION.
13. CONDUCTOR LENGTHS SHALL BE CONTINUOUS FROM TERMINATION TO
TERMINATION WITHOUT SPLICES.
K . PROVIDE PULL BOXES WHERE SHOWN AND/OR WHERE REQUIRED BY
CODES AND/OR UTILITY COMPANIES.
B. ALL CONDUIT ROUGH IN SHALL BE COORDINATED WITH THE
MECHANICAL EQUIPMENT TO AVOID LOCATION CONFLICTS.
CONTRACTOR SHALL VERIFY ALL LOCATIONS.
16. ALL WIRES SHALL BE TAGGED AT ALL PULL BOXES, J -BOXES,
EQUIPMENT BOXES, AND CABINETS WITH APPROVED PLASTIC TAGS.
Il. ALL BREAKERS IN PANEL BOXES SHALL BE IDENTIFIED WITH TYPE
WRITTEN LABELS NEATLY PLACED ALONG SIDE OF THE BREAKER
EQUIPMENT SPECIFICATION
L DUPONT MATERIALS INC. CARNET STYLE DC GENERATOR
GENERATOR MODEL: DDC -12-24, 125W, 24VDC, 500 AMPS
EXPIRES 09/11/ .9,o0S
tFerilMwireless
REX►LCOM
ENGINEERING
"201 - 116es - 66TH AVE
SURREY, BC V3S 9X1, CANADA
TEL: (604) 514-6432
FAX: (604) 514-6431
TOLL FREE: I -S11-345-4045
EMAIL: neiHtrkengcom
WEB: uFmltrkerlocon
PROJECT NO.
0630-020
DRAIN PY,
GH.
CHEOCED ST.
SLI.
CAD FILE,
0630-020EI
SUBMITTALS
OCT Orel
GETERATOR REVISION
JUNE 25/01
GENERAL REVISIONS
0
MAY 4/01
15SUED FOR 5PJCO IST.
A
APR 20/01
ISSIED FOR REVIEW
THE INFORMATION CONTAINED N THIS
SET OF DOOUMENTS IS PROPRIETARY
BY NATURE. ANY USE OR DISCLOSURE
OTHER THAN THAT WITCH RELATES TO
THE CLIENT NAMED IS STRICTLY
PROHIBITED.
A.E SEAL
SEA BRISCO
18100 ORILLIA RD S
TUKWILA, WA
SHEET TITLE
SINGLE LINE DIAGRAM
SHEET NJIMBER
E-1
TRUE NORTH ARROW SHOIIN ON TI -115
DRAWING IS APPROXIMATE ONLY AND
MAST BE VERIFIED BY CONTRACTOR
EXISTING VERIZON WIRELESS
EQUIPMENT CABINETS, TYP.
EXISTING POWER CABINET
EXISTING ELECTRICAL
PANEL INSIDE CABINET
2-.12 TI41-IN (SIGNAL), 2-92
THHN (AUXILIARIES) PLUS
ell GROUND IN I" RMC
EXISTING SERVICE METER
2 RUNS OF 250 MCM TI-IHN IN 2" RMC TO
EXISTING POWER/BATTERY CABINET.
TERMINATION LOCATION T.B.D.
EXISTING MONOPOLE
VERIZON WIRELESS CABINET STYLE
BIODIESEL DC GENERATOR
TERMINATE AT GENERATOR IN
ACCORDANCE WITH
MANUFACTURER'S INSTRUCTIONS
FASTEN CONDUIT TO
CONCRETE PAD AT 36" 0/C
CD
COMPOUND ELECTRICAL LAYOUT
0 I 2 3
I .
NOTES:
I. OBTAIN LOCATES PRIOR TO ANY EXCAVATION. REFER TO
SITE WORK GENERAL NOTES ON DRAWING A-3.
2. CONTRACTOR To VERFY AVAILABILITY OF EPARE CIRCUIT
BREAKERS PRIOR TO CON$TRUCTICK TRIC ENGINEERING DID
NOT HAVE ACCESS TO INTERIOR OF ELECTRICAL CARNET
DURING SITE WALK
E)W509„0D2 1
Bewireless
RE*LCOM
"201 - 11688 - 6611-1 AVE
SURREY, BC V3S 1X1, CANADA
TEL: (604) 514-6432
FAX: (604) 514-6431
TOLL FREE: I -S11-345-4045
EMAIL, nellItrkergiccn
IIEB wuu.lrkeng.con
PROJECT NO.
0630-020
DRAIN BY.
GK
OEOCEP BY.
CAD FILE:
0630-020E2
SUBMITTALS
OCT 0/01
GENERATOR REVI5104
AAE 25/01
GENERAL REVI5045
0
HAY 14/01
150E0 FOR 15P/CO15T.
A
APR 20/01
150E0 FOR RENEW
THE PFORTIATION CONTAINED IN THIS
SET OF DOCUMENTS IS PROPRIETARY
BY NATURE. ANT USE OR DISCLOSURE
OTHER THAN THAT 1114110H RELATES TO
THE CLIENT NAMED IS STRICTLY
PROHIBITED.
AlE SEAL
SITE
SEA BRISCO
15100 ORILLIA RD S
TUKWILA, WA
SHEET TITLE
ELECTRICAL LAYOUT
SHEET N216ER
E-2
TRUE NORTH ARROW SHOU.N ON THIS
DRAWING IS APPROXIMATE ONLY AND
MUST BE VERIFIED BY CONTRACTOR
EXISTING ELECTRICAL
7 -CABINET
1,
J
EXISTING VERIZON WIRELESS
EQUIPMENT CABINET, TYP.
(EXISTING GRASS AREA
VERIZON WIRELESS CABINET STYLE
BIODIESEL DC GENERATOR
"r-- APPROXIMATE LOCATION OF
� " EXISTING GROUND RING
EXISTING MONOPOLE
DCOMP0UND GROUNDING LAYOUT
2 3
CADWELD
2 SOLID BARE
TINNED COFFER TO
GENERATOR FRAME
GROUNDING SPECIFICATION
I. GROUNDING SHALL COMPLY WITH LATEST EDITION OF THE
NATIONAL ELECTRICAL CODE AND VERIZON WIRELESS
STANDARDS.
2. MINIMUM BENDING RADIUS FOR GROUND CONDUCTOR IS 8".
3. NO SPLICES PERMITTED IN GROUND CONDUCTORS.
4. INTERCONNECT ANTENNA GROUND LUG TO •2 SOLID BARE TINNED
COPPER (IF APPLICABLE).
5. ALL GROUNDING CONNECTORS TO BE CLEAN AND FREE OF
PAINT AT THEIR MATING SURFACES AND INSTALLED PER
MANUFACTURER'S RECOMMENDATIONS. USE PENETROX OR
EQUIVALENT ANTIOXIDANT GREASE.
6. ALL GROUND BAR CONNECTIONS ARE TO BE 2 HOLE LUG 5/8"
BOLT CONNECTOR COMPRESSION TYPE. STACKED CONNECTIONS
ARE NOT ACCEPTABLE. BACK TO BACK CONNECTIONS ON
OPPOSITE SIDES OF THE GROUND BAR WILL BE PERMITTED.
1. ENSURE ALL MECHANICAL CONNECTORS ARE TORQUED TO THE
MANUFACTURER'S SPECIFIED VALUES.
B. MULTIPLE BONDS ON GROUND RODS TO BE SEPARATED BY AT
LEAST 6".
5. MAXIM -51 RESISTANCE OF THE COMPLETED GROUND SYSTEM
SHALL NOT EXCEED A RESISTANCE OF 5 OHMS TO EARTH.
10. GROUND WIRES SHALL NOT BE INSTALLED THROUGH HOLES IN
ANY METAL OBJECTS OR SUPPORTS TO PRECLUDE
ESTABLISHING A 'CHOKE" POINT.
II. FERROUS METAL CLIPS WHICH COMPLETELY SURROUND THE
GROUND WIRE SHALL NOT BE USED. METAL CLIPS THAT DO NOT
COMPLETELY SURROUND THE GROUND WIRE OR PLASTIC CLIPS
ARE ACCEPTABLE.
12. GROUND BARS SHALL NOT BE FIELD MODIFIED.
13. VERIFY ALL GROUND CONNECTIONS WITH SHELTER ON SITE.
14. ALL EXTERIOR GROUND BARS TO EE TINNED COPPER
LEGEND
GROUND ROD WITH INSPECTION PORT
® GROUND ROD
▪ CADWELD
® 2 HOLE LUG CONNECTION
BURNDY TYPE YGHC-C
COMPRESSION CONNECTOR
JEXPIRES 09/11/ . 0"),
IfeirgLx_NEwireless
RE*►LCOM
`ENGINEERING
X201 - 11688 - 66TH AVE
SURREY, BC V35 1X1, CANADA
TEL: (604) 514-6432
FAX: (604) 514-6431
TOLL FREE: I-811-345-4045
EMAIL: mgII•tlkgng.pom
WEB: www.trksng.00m
PROJECT NO,
0630-020
DRAIN BY,
GM
CHECKED BY,
SAL
CAD FILE,
0630-020E3
SUBMITTALS
2
OCT 12/01
GEI.ERATOR REVISION
NIDE 25/01
GENERAL REVISIONS
0
HAT 14/01
ISSUED FOR BP/CONST.
APR 20/01
ISSUED FOR RENEW
THE INFORMATION CONTAINED N THIS
SET OF DOCUMENTS IS PROPRIETARY
BY NATURE. ANY USE OR DISCLOSURE
OTHER THAN THAT WHICH RELATES TO
THE CLIENT NAMED IS STRICTLY
PROHIBITED.
ASE SEAL
SITE
SEA BRISCO
15100 ORILLIA RD S
TUKWILA, WA
SHEET TITLE
GROUNDING DETAILS
SHEET NUMBER
E-3