HomeMy WebLinkAbout613 G St - BuildingApplication Number
Application pin number
Property Address
ASSESSOR PARCEL NUMBER
Application type description
Subdivision Name
Property Use
Property Zoning
Application valuation
Application desc
277/480 meter replacement
Owner
CITY OF PORT ANGELES
PO BOX 1150
PORT ANGELES
Permit
Additional desc
Permit pin number
Permit Fee
Issue Date
Expiration Date
Fee summary
INSPECTION TYPE
DITCH
SERVICE
ROUGH IN
FINAL
COMMENTS
WA 983620217
10 00000118
819674
613 G ST FXTUR
06 30 00 0 1 5300 0000
ELECTRICAL ONLY
UNKNOWN
0
ELECTRICAL ALTER COMMERCIAL
160440
119 90
2/10/10
8/09/10
ELECTRICAL PERMIT
CITY OF PORT ANGELES
360 417 -4735
OWNER
DATE.
Contractor
Plan Check Fee
Valuation
Qty Unit Charge Per
1 00 119 9000 ECH EL 0 200 SRV FEEDER
Charged Paid Credited
Permit Fee Total 119 90 119 90 00
Plan Check Total 00 00 00
Grand Total 119 90 119 90 00
Datelj 2/10/10
0'110
Extension
119 90
Due
00
00
00
RESULTS
00
0
Signature of owner or Electrical Contractor X Date
INSPECTOR.
--71i4AP
-7A-7/3
CITY OF PORT ANGELES PERMIT APPLICATION
Building Division/Electrical Inspections
321 East Fifth Street P 0 Box 1150 Port Angeles Washington, 98362
Ph (360) 417-4735 Fax: (360) 417 -4711
Date
1 2 Single Family Dwelling Multi Family or Commercial* Lommercial Addition Alteration Remodel Repair*
Plan Review May Be Required Please Complete Electrical Plan Review Information Sheet
Job Address: 13 ss >Fikti'�MiE
Building Square Footage:
Description of above fv\ -rzA" 1 2 72.36
Owner Information
Name: C.. CT" t?
Mailing Address: 32
City VA-
Phone:
License Exp.
1 S cr
State: a 2P ip: T Z
Fax:
Item
Service /Feeder 200 Amp.
Service /Feeder 201 -400 Amp.
Service /Feeder 401 -600 Amp
Service /Feeder 601 1000 Amp.
Service /Feeder over 1000 Amp.
Branch Circuit W/ Service Feeder
Branch Circuit W/O Service Feeder
Each Additional Branch Circuit
Temp. Service/ Feeder 200 Amp.
Temp. Service /Feeder 201 -400 Amp.
Temp. Service /Feeder 401 -600 Amp.
Temp Service /Feeder 601 1000 Amp
Portal to Portal Hourly
Sign /Outline Lighting
Signal Circuit/ Limited Energy First 1500 sf Commercial
Note: $5 00 for each additional 1500 sf
Signal Circuit/ Limited Energy 1 2 Family Dwelling
Signal Circuit/ Limited Energy Multi Family Dwelling
Manufactured Home Connection
Renewable Electrical Energy 5KVA System or Less
Thermostat
NEW CONSTRUCTION ONLY.
First 1300 Square Ft.
Each Additional 500 Square Ft. or Portion of
Each Outbuilding or Detached Garage
Each Swimming Pool or Hot Tub
Unit Charge
119.90
145.50
204.60
262.20
372.50
2.60
73.50
2.60
92.70
110.30
148 70
167.90
95.90
88.20
95.90
63.90
63.90
119.90
102.30
56.00
110.30
35.20
73.50
110.30
Contractor Information
Name:
Mailing Address:
City State: Zip:
Phoon Fax:
ense# /Exp.
Total (City Multiplied by Unit Charge)
!l7 1 42
W
Total
Owner as defined by RCW 19.28.261 (1) Owner will occupy the structure for two years after this electrical permit is finalized. (2) Owner is required
to hire an electrical contractor if above said property is for sale, rent or lease. Permit expires after six months of last inspection
After reading the above statement, I hereby certify that I am the owner of the above n property or a licensed electrical contractor I am making
the electrical installation or alteration in compliance with the electrical laws, N E.0 RCW Chapter 19.28, WAC Chapter 296 -46B, The City of Port
Angeles Municipal Code, and Utility Specifications and PAMC 14 05 050 regarding Electrical Permit Applications.
Signature of owner, electrical contractor or electrical administrator Cash Check
Credit Card#
X 97:2_4 Dated: ZI5/ /O 0110112010
w, 1373
fq 4' col -Scab. 576- /WO
RECE VED
iSEP 2 y 4U09
ELECTRICAL
Date. 0•00 INSPEC1ION$
)O 1 2 Single Family Dwelling
Multi- Family or Commercial*
Commercial Addition Alteration Remodel Repair*
Plan Review May Be Required, Please Complete Electrical Plan Review Information Sheet
Job Address: all., L,/ L Cr S
Building. Square Footage:
Description of above e A (11Z-N OP 71P VA/ &-72(--g0 M Q VC
A-7I DA/ 4/' S r 4 !_L g O A PA-A c 2 .41 -,46, A-S P 2 J M 2 r -d-
p E' P LLA/DEAze.-- 7b ct- C azii/J4/2. 2_12,o a P4.v
Owner Information Contractor informatior� 1IvM3 1*
Name: E f L L C L t) A) Name: TjDZ'►?
Main Address: 21 Z L, J. `1 f'- S Mailing. Address:
City CND e e State: twis Zip' .==itZ3G City State Zip:
Phone. 71) f Fax: Phone: Fax:
License Exp. License Exp. /-1 v fr j? /_R 4 l D S
City of Port Angeles Permit Application
Building DivisionlElectrical Inspections
321 East Fifth Street P.O. Box 1150
Port Angeles Washington, 98362
Ph. (360) 417 -4735 Fax: (360) 417 -4711
Unit Charge
93.75
$113.75
$160.00
$205.00
$291.25
2,00
57.50
2.00
72.50
86.25
$116.25
$131.25
75.00
69.00
75.00
50.00
50.00
93.75
80.00
86.25
27.50
57.50
86.25
43.75
Owner as defined by RCW 19.28.261 (1) Owner will occupy the structure for two years after this electrical permit is finalized. (2) Owner is required to hire an
electrical contractor if above said property is for sale, rent or lease.
After reading the above statement, I hereby certify that I am the owner of the above named property or a licensed electrical contractor I am making the electrical
installation or alteration in compliance with the electrical laws, N.E.C. RCW Chapter 19.28, WAC. Chapter 296.468, The City of Port Angeles Municipal Code, and
Utility Specifications.
Signature of avmer electrical contractor or electrical administrator Cash
Total (ON Multiplied by Unit Charae)
I'67 Service /Feeder 200 Amp.
Service /Feeder 201 -400 Amp.
Service /Feeder 401 -600 Amp.
Service /Feeder 601 -1000 Amp.
Service /Feeder over 1000 Amp.
4 O° Branch Circuit W/ Service Feeder
Branch Circuit W/O Service Feeder
Each Additional Branch Circuit
Temp. Service/ Feeder 200 Amp.
Temp. Service /Feeder 201 -400 Amp.
Temp. Service /Feeder 401 -600 Amp.
Temp. Service /Feeder 601 1000 Amp.
Portal td Portal Hourly
Sign /Outline Lighting
Signal Circuit/ Limited Energy Commercial
Signal Circuit/ Limited Energy 1 2 Family Dwelling
Signal Circuit/ Limited Energy Multi Family Dwelling
Manufactured Home Connection
Renewable Electrical Energy 5KVA System or Less
First 1300 Square Ft.
Each Additional 500 'Square Ft, or Portion of
Each Outbuilding or Detached Garage
Each Swimming Pool or Hot Tub
Thermostat
(9'/ 5� Total
�j nheck
Car.
0 Credit Ca; t,
8
Application Number 08 00000837 Date 8/01/08
Application pin number 896111
Property Address 613 G ST
ASSESSOR PARCEL NUMBER 06 30 00 0 1 5300 0000
Tenant nbr name AT &T (IN SHANE PARK)
Application type description COMM REMODEL
Subdivision Name
Property Use
Property Zoning PUBLIC BUILDINGS PARKS
Application valuation 20000
Application desc
REPLACE 3 ADD 3 ANTENNAS 1 EQUIP CABINET
Owner
Other Fees
Fee summary
Permit Fee Total
Plan Check Total
Other Fee Total
Grand Total
F.� tg+cv)) go
Date s Print Name
T forms /Building Division /Beding Permit (05 /13 /08).wpd
CITY OF PORT ANGELES
DEPARTMENT OF COMMUNITY DEVELOPMENT BUILDING DIVISION
321 EAST 5T1-1 STREET PORT ANGELES, WA 98362
Contractor
CITY OF PORT ANGELES OREGON ELECTRIC CONST INC
PO BOX 1150 1010 SE 11TH AVE
PORT ANGELES WA 983620217 PORTLAND OR 97214
(503) 234 9900
Structure Information 000 000 REPLACE 3 ADD 3 ANTENNAS EQUIP CAB
Construction Type UNKNOWN
Occupancy Type UNKNOWN
Permit BUILDING PERMIT COMMERCIAL
Additional desc REPLACE ADD ANTENNAS
Permit pin number 130062
Permit Fee 347 75 Plan Check Fee 226 04
Issue Date 8/01/08 Valuation 20000
Expiration Date 1/28/09
Qty Unit Charge Per Extension
BASE FEE 95 75
18 00 14 0000 THOU BL -2001 25K (14 PER K) 252 00
Special Notes and Comments
The Fire Department has reviewed the project application and
has no comments
July 28 2008 3 58 05 PM sroberds
The replacement of three telecom antennas and addition of
one equip cabinet in the PBP zone for AT &T Wireless is
approved by the property owner(City Parks)
Public Works Utility Engineering has no requirements for
this plan review
STATE SURCHARGE 4 50
Charged Paid Credited
Due
347 75 347 75 00 00
226 04 226 04 00 00
4 50 4 50 00 00
578 29 578 29 00 00
Sna ure of Contractor or Authorized Agent
Separate Permits are required for electrical work, SEPA, Shoreline ESA, utilities private and public improvements This permit becomes
null and void if work or construction authorized is not commenced within 180 days if construction or work is suspended or abandoned
for a period of 180 days after the work has commenced, or if required inspections have not been requested within 180 days from the
last inspection I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions
of laws and ordinances governing this type of work will be complied with whether specified herein or not. The granting of a permit does
not presume to give authority to violate or cancel the provisions of any state or local law regulating construction or the performance of
construction
Signature of Owner (if owner is builder)
CALL 417 -4815 FOR BUILDING INSPECTIONS CALL 417 -4735 FOR ELECTRICAL INSPECTIONS.
CALL 417 -4807 FOR PUBLIC WORKS UTILITIES CALL 417 -4886 FOR BACKFLOW PREVENTION INSPECTIONS
PLEASE PROVIDE A MINIMUM 24 HOUR NOTICE. IT IS UNLAWFUL TO COVER, INSULATE OR CONCEAL ANY WORK BEFORE
INSPECTED AND ACCEPTED. POST PERMIT IN A CONSPICUOUS LOCATION
KEEP PERMIT AND APPROVED PLANS AT THE JOB SITE.
ELECTRICAL LIGHT DEPT
INSPECTION TYPE DATE ACCEPTED
FOUNDATION:
FOOTINGS
SHEAR WALLS WALLS
FOUNDATION DRAINAGE DOWN SPOUTS
PIERS
POST HOLES (POLE BLDGS.)
I PLUMBING
UNDERFLOOR /SLAB
ROUGH -IN
WATER LINE (METER TO BLDG)
GAS LINE
BACK FLOW WATER
AIR SEAL
WALLS
CEILING
FRAMING
JOISTS GIRDERS
SHEAR WALL/HOLD DOWNS
WALLS ROOF CEILING
I DRYWALL (INTERIOR BRACED PANEL ONLY)
I T -BAR
INSULATION
SLAB
WALL FLOOR CEILING
I MECHANICAL
HEAT PUMP /FURNACE /DUCTS
GAS LINE
WOOD STOVE PELLET CHIMNEY
COMMERCIAL HOOD DUCTS
MANUFACTURED HOMES
FOOTING SLAB
BLOCKING HOLD DOWNS
SKIRTING
CONSTRUCTION R.W PW/
ENGINEERING 417 -4807
1 FIRE 417 -4653 1
1 PLANNING DEPT 417 -4750 1
I BUILDING 417 -4815 I
BUILDING PERMIT INSPECTION RECORD
YES 1 NO
I I I
I I I
1 1 I
FINAL
417-4735 ELECTRICAL
LIGHT DEPT
CONSTRUCTION R.W
PW ENGINEERING
FIRE DEPT
PLANNING DEPT
BUILDING
COMMENTS
DATE ACCEPTED BY.
FINAL DATE ACCEPTED BY.
PLANNING DEPT SEPARATE PERMIT ll's SEPA.
PARKING /LIGHTING ESA.
LANDSCAPING SHORELINE.
FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY /USE
RESIDENTIAL DATE YES NO COMMERCIAL DATE I ACCEPTED
1 YES 1 NO
I/
4
I
3
0
c
o
Applicant or Agent GAT. otz._. �"r iZ1G ,2c- �,carctc -c Phone 006 -551 50 Rq
Property Owner CAW c >1 ales Phone ?6O 1{/ 7_ #55
Property Owner's Address 21 E -t St- c i'VX6 2
Contractor /Engineer (3tzea c-tic Phone _366 30 7- 3R 1 a
Contractor /Engineer's Address ICA eve, &R. 9 ?a l
License C g 62 Expires 3/2//o 9'
PROJECT I ADDR__S t o Pori ilNi E 5 A A
Parcel Number OG --35 (ap —Q X3 GO G Lot Zoning 0.M
Project Type Brief Des
Check all that apply
New Construction
Addition
Remodel
Repair
Re -roof
Demolition
Heat System
Other
Floor Areas
Basement
1 Floor
2 Floor
3rd Floor
Garage
Carport
Covered Porch
Deck
Shed
Other
Total footprint of structures
K e,SS e' T r n L 4 Er■z- Fveb)rl'c.
I t3 G 51 1/ 191
s
BUILDING PERMIT APPLICATION Print in ink
CITY OF PORT ANGELES
Attn: Building Permit Technician
321 E. Fifth St. Port Angeles, WA 98362
(360) 417 -4815 fax (360) 417 -4711
criotion.
Max. height of proposed structures ft.
Will a lawn sprinkler system be installed? NG
Will a fire sprinkler system be installed? !U Q1
T:Forms /Building Division /Bldg Permit Appl. 2006 Code.doc
Heat pump wood- burning stove gas fireplace pellet stove other
Existing (sq. ft.) P (sq. ft.)
sq. ft. T Lot size
Occupancy group
Occupant load
Construction type
NI Pc
I have read and completed this application and know it to be true and correct. I am authorized to
understand that it is my responsibility to determine what permits are required, and to obtai
projects. -1 Date 0 kis" Print Name �C5�Z -57 Signature
iI For City Use Only
Date Received 7- ti-0
Permit (DR-- SL3"7
Date Approved 7f ?rqt,D r
Residential Commercial Multi family Industrial
fZcplfCi ,v4 3) A.Kftee iWt.14cst �3 bick vets
Gme Cikb(43 v
per sq ft.
TOTAL VALUATION 2 O,/ X GO
sq. ft. Lot coverage
of bedrooms
of full baths
of half baths
ly for this permit and
its prior to Viking on
1
7/11/08
at &t
City of Port Angeles
Building Department
321 East 5 Street
Port Angeles, WA 98362
360 417 -4815
Attn: Linda Prangrle
Re: Land Use and Building Permit Submittal West Port Angeles
Linda,
Thank you for your time yesterday
I have included the following documents for your review
Buildina Permit
Application
Copy of your email
Copy of the Cingular Lease
-CD's marked up by had showing the new equipment (3 sets 11 x 17
Site Plan (1 8 1/2 x 11)
Check for $573 79
Structural Analysis (3 sets)
Contractors License
Please let me know if you have any questions
Eric Frederick
SAI Communications
130 Andover Park East, Suite 300
Seattle, WA 98188
206 -551 5099
communications
G pro 2oSe-4 i+e
6C3
EYED NOTES
INGULAR ERICSSON GSM 1900 CABINET
ANGULAR UTILITY RACK
TO BE UPGRADE TO 200 AMP)
ANGULAR 10' -0 X 15' -8" CONCRETE SLAB
ANGULAR U.C. COAX ROUTE (EXISTING 1 -5/8"
60 REMOVED AND REPLACED) (APPROX. 112' -0•t)
INGULAR CABLE TRAY W/ DIPLEXER RACK
-0" 111014 CHAIN LINK FENCE (W/ GREEN SLATS)
5' -O" 1405 MONOPOLE
2' -O WIDE ACCESS GATE
OGHOUSE
ENTRY PORT IN EXISTING DOGHOUSE
LAR ARCUS Te20 POWER ENCLOSURE
L5 7,10/A -3)
LAR NOKIA 48V ULTRASITE CABINET
L5 5,8,8,10 /A -3)
iGULAR NOKIA 48V ULTRASTE CABINET
LS 5,6,8,10/A -3)
LAR (12) 7/8" COAX W/ (12) DIPLEXERS
61STING 1 -5/8 COAX AND ROUTE NEW COAX WITHIN
6" CONDUITS, (3) COAX PER CONDUIT)
JAR POWERWAVE 7782 ANTENNAS WITH R.E.T. TO
115150 ANTENNAS (TYP OF 3, 1 PER SECTOR)
5 2,9/A -3 1,2.3,4/A -4)
JAR CPS ANTENNA (SEE DETAIL 1 /A -3)
JAR COAX SUPPORT RACK (TYP) (SEE DETAIL 4/A-3)
I THIS IS NOT A SITE SURVEY I
1 ALL PROPERTY BOUNDARIES, ORIENTATION OF TRUE NORTH AND
STREET HALF WIOTHS HAVE BEEN OBTAINED FROM A TAX
PARCEL MAP AND EXISTING DRAWINGS AND ARE APPROXIMATE.
EQUIPMENT LAYOUT
lo
1'
L.
4' 124"X36" SCALE: 1/2".1' -0•
111'X1 r SCALE: 1 A4• =1'-0• K N.
X
(J)
cn
`2;
cc
0)
c
U
Httal t=)"iCu
ARCM'!"
NETT! D. CAMP
S ATE OF WASHINGTON.
Ott 8
e_■ 1 1
III ■■I1
■■111
Architects Engineers, P.(
4720 200TH STREET _W. SURE 260
LYNNW000, WA 98036
PHONE: 14251 670 -8651
DATE. 08/08/2005
DRAWN BY CRW
CHECKED BY EJC
1 REVISIONS
lo DATE I DESCRIPTION 16Y
R11 20051907, CD REVIEW
6/12 ISSUED FOR t
07/20 'ISSUED FOR
2005 CONSTRUCTION 1 ML
08/08 ISSUED FOR FINAL IEML
2005 CONSTRUCTION
SITE NUMBER
PA0825 (WA718)
W PORT ANGELES
1303 W 8TH STREET
PORT ANGELES, WA
98363
A -1
April 17, 2008
City of Port Angeles
321 East 5 Street
P O Box 1150
Port Angeles, WA 98362 -0217
143 '18 -417 -4551
Attn. Richard Bonnie
RE AT &T Wireless Cell Site WA718 West Port Angeles 1303 W 8 Street Light Pole
Richard Bonnie
SAO
communication
This letter is to inform you that AT &T Wireless Services, Inc would like to perform service
upgrades to the aforementioned wireless communications facility These upgrades include computer
equipment changes and /or additions
Replace 3 existing antennas with new antennas (cut sheet attached) 92
Add 3 new antennas 82' (cut sheet attached)
Add 12 RET's (Remote Electrical Tilt) (cut sheet attached)
Add 12 TMA s (Tower Mounted Amplifier) (cut sheet attached)
Add 1 cabinet (detailed dimensions attached)
Notice will be given at least fourteen (14) days prior to construction.
We will require a `man -lift" on site for 1 2 days to perform the work. Please let me know if there
are any access restrictions during that time frame, so we can arrange for the lift to be delivered.
Could you please sign and return this letter via e -mail, fax, or regular mail.
If you have any questions or concerns, please contact me at (206) 551 5099 or at
eric.frederick @sai -comm com. Thank you for your assistance
Sincerely
Eric Frederick
206 -551 -5099
SAI Consultant to AT T Wireless
C /Cick
Sielc Date
C -i/e4A _44-t.,671
N n e printed
7WZiVR 1��1�c,�� 1..1,92res
v[ 7 trd 130 Andover Park .East
Suite 300
Seattle, WA 98188
Office. (206) 244 -7484 Fax. (206) 244 -3055
Antenna Lease Agreement
THIS ANTENNA LE ;SE SE AGREEMENT, herein referred to as "Lease is made and entered
into this 41L-e-- day of r 40, 0 X20,03= bpand between the City of Port Angeles, Lessor
herein referred to as `City an. Cmgular Wireless LLC a Delaware limited liability company on
behalf of Pacific Bell Wireless, Northwest LLC a Delaware limited company d/b /a Cmgular Wireless,
herein referred to as "Lessee"
IT IS HEREBY MUTUALLY AGREED BETWEEN THE PARTIES AS FOLLOWS
1 PROPERTY City hereby grants a nonexclusive lease to Lessee for property located at
613 South G Street, Port Angeles, Washington, which shall be limited to the area as shown on
"Attachment A and A -1 which shall hereafter'be called the "Parcel Plan"
2. USE. The use of the Area shall be limited to construction, maintenance, and operation of
an equipment cabinet and tower, together with associated equipment used by Lessee. Said use shall be
in accordance with all conditions set forth m 'Attachrhent;aB Said items shall be considered "the
Antenna Facihty" Any other use of said Area shall cancel this Lease Agreement. The City grants
Lessee reasonable access to the Area twenty -four (24) hours a day, seven (7) days a week and access for
utilities necessary to operate Lessee's facility
3 TERM. The term of this lease "Term shall be five (5) years commencing upon the
start of construction. The City and the Lessee agree to enter into two five (5) year renewal terms of this
Lease, provided that Lessee shall notify the City no less than 180 days, or more than 210 days prior to
the expiration of each five year term of its desire to renew the Lease
RENT Lessee shall pay rent m advance to the City annually in the sum ofd
he rent shall be due and payable annually on
the anmversary of the commencement date, subject to the adjustment as set forth in Section 5 Payment
shall be made payable to the City of Port Angeles and sent or delivered to the Property Manager at the
City of Port Angeles, P 0 Box 1150 or 321 E 5 Street, Port Angeles, Washington 98362
March 26, 2003 (1 38pm)
G•\LEGAL\REAL ESTATE \CingularWireless2003 wpd
Page 1 of 8
13 r 718 lAJesi r
5 RENT ADJUSTMENT On each annual anniversary date, a new annual rent will be
established Failure on the part of the City to establish a new annual rent by the anniversary date shall
not preclude the City from doing so within 60 days of the anniversary date and from collecting back rent
from Lessee At the City's option, the new annual rent will be established using one of the following
two methods of adjustment.
a. Rent shall bead usted annually as of the anniversary of the Commencement Date by
the greater of:c" the percentage change which occurred in the Consumer Pnce
Index (All Items, Base 1982 -84 100) as published by the United States Department of
Labor Bureau of Labor Statistics for All Consumers for the Seattle- Tacoma Bremerton
area (hereinafter "CPI The rental adjustment shall be calculated by multiplying the
Rent then in effect by a fraction, the denominator of which is the CPI in effect as of the
calendar month fourteen full months prior to the anniversary date, and the numerator of
which is the CPI in effect two full months pnor to the anniversary date.
6 FAILURE TO PAY Any failure to pay rent or any amount due in Section 4 or 5, or any
other amount to be paid by Lessee under the terms of this agreement, shall be considered a breach of
contract and shall entitle the City to pursue all remedies legally available, including the nght to
terminate the lease
7 LATE CHARGE.
a. In the event the Lessee fails to make any payment of rent or any other payment due
hereunder upon the date due, the City shall be entitled to collect from the Lessee a late
charge equal to six percent (6 of the delinquent payment, if payment is not received
within ten (10) days of due date
b Any payment of rent or other payments received more than ten (10) days after the
date due under the Lease shall be subject to an additional charge of the highest interest
rate per month permitted by RCW 19 52 020 Acceptance of the late rent payments or
any other payments by the City from the Lessee after any breach by the Lessee shall not
constitute a waiver of any such breach or any other breach.
8 TERMINATION
a. In the event Lessee shall violate any term or condition of this Lease and Lessor has
given notice in venting to Lessee to cease the violation and comply with the terms of this
Lease and Lessee has failed to do so within thirty (30) days of such wntten notice, Lessor
may terminate this Lease and reenter the Property
b Lessor may terminate this Lease without cause upon one year's wntten notice.
c Lessee may terminate this Lease without cause upon one hundred eighty (180) days
wntten notice.
d. Lessee may terminate this Lease upon one hundred twenty (120) days wntten notice
in the event that Lessee cannot receive and transmit 360 degrees from the Area as defined
in Section 1 for reasons beyond Lessee s control. In this event, Lessee shall be entitled to
a pro rata refund for rent less any damages it may have caused the Property
e. Except as otherwise provided herein, this Lease may be terminated, without any
penalty or further liability immediately upon written notice, if the Property or the Antenna
Facilities are destroyed or damaged so as in Lessee's reasonable judgment to substantially
and adversely affect the effective use of the Antenna Facilities In such event, all nghts and
obligations of the parties shall cease as of the date of the damage or destruction, and Lessee
shall be entitled to the reimbursement of any rent prepaid by Lessee. If Lessee elects to
March 26, 2003 (1 38pm)
G•VI.EGAUR.EAL ESTATE\CingularWireless2003 wpd
Page 2 of 8
continue this Lease, then all rent shall abate until the Property and/or Antenna Facilities are
restored to the condition existing immediately pnor to such damage or destruction.
f Except as otherwise provided herein, upon termination of this Lease, Lessee will
return the Property to Lessor in good, useable condition, normal wear and tear excepted.
Lessor's failure to use remedies provided herein shall not constitute a waiver by Lessor In
the event of termination of this Lease, Lessee shall remove the Antenna Facilities from the
Property within thirty (30) days of termination.
g. If Lessor shall violate any term or condition of this Lease and Lessee has given
notice in wnting to Lessor to cease the violation and comply with the terms of this Lease and
Lessor has failed to do so within thirty (30) days of such wntten notice, Lessee may
terminate this Lease by giving Lessor wntten notice of termination. This remedy shall be
in addition to any other nghts or remedies available to Lessee at law or in equity
9 INDEMNITY Lessee shall defend, indemnify, and hold harmless the City, its officers,
agents, employees, and volunteers from any and all claims, costs, lawsuits (including but not limited to
reasonable attorneys fees), damages, actions, or liability whatsoever which may anse from Lessee s use
of said property or from the conduct of Lessee's business, or from any activity, work or thing done,
permitted, or suffered by Lessee in or about the Property The foregoing promise shall include, but not
be limited to, claims of radio television, or microwave interference, antitrust violations and
anticompetitive acts, and liability due to falling objects such as antennas or attachments of equipment
and hnes on the licensed premises. Lessee shall not be responsible for the sole negligence or
misconduct of the City's agents, officers, employees, and volunteers
10 INSURANCE The Lessee shall procure and maintain for the duration of the Agreement,
insurance against claims for injunes to persons or damage to property which may anse from or in
connection with the Lessee s operation and use of the leased Premises
A. Minimum Scope of Insurance
Lessee shall obtain insurance of the types described below
March 26, 2003 (1 38pm)
G•\LEGAL\REAL ESTATE \CingularWireless2003 wpd
Page 3 of 8
1 Commercial General Liability insurance shall be wntten on Insurance
Services (ISO) occurrence form CB 00 01 and shall cover premises and contractual
liability The City shall be named as an additional insured on Lessee s Commercial
General Liability insurance policy using ISO Additional Insured- Manager or Lessors
of Premises Form CG 20 11 or a substitute endorsement providing equivalent
coverage.
2. Property insurance shall be wntten on an all nsk basis
B. Minimum Amounts of Insurance
Lessee shall maintain the following insurance limits
1 Commercial General Liability insurance shall be wntten with limits no less
than $1,000,000 each occurrence, $2,000,000 general aggregate.
2 Property insurance shall be wntten covenng the full value of Lessee s
property and improvements with no coinsurance provisions
C Other Insurance Provisions
The insurance policies are to contain, or be endorsed to contain, the following provisions
for Commercial General Liability insurance
1 The Lessee s insurance coverage shall be pnmary insurance as respect to the
City Any insurance, self insurance, or insurance pool coverage maintained by the
City shall be excess to the Lessee s insurance and shall not contribute with it except
for claims and injunes due to the sole negligence or misconduct of the City
2 The Lessee s insurance shall be endorsed to state that coverage shall not be
canceled, except after thirty (30) days prior wntten notice by certified mail, return
receipt requested, has been given to the City
D Acceptability of Insurers.
Insurance is to be placed with insurers with a current A.M. Best rating of not less than A.VII.
E. Verification of Coverage
Lessee shall funush the City with onginal certificates and a copy of the amendatory
endorsements, including but not necessarily limited to the additional insured endorsement,
evidencing the insurance requirements of the Lessee.
F Waiver of Subrogation
Lessee and City hereby release and discharge each other from all claims, losses and
liabilities arising from or caused by any hazard covered by property insurance on or in
connection with the premises or said building. This release shall apply only to the extent
that such claim, loss or liability is covered by insurance.
11 NOTICE. Any notice required to be given under this Lease shall be deemed given
three (3) days subsequent to deposit of such notice(s), properly addressed, in the United States mail,
postage prepaid, sent by registered or certified mail or a nationally recognized couner service, return
receipt requested.
TO LESSOR. City of Port Angeles
Attn. Property Manager
321 E. 5` Street
P O Box 1150
Port Angeles, Washington 98362 -0217
TO LESSEE
March 26, 2003 (1 38pm)
G\LEGAL\REAL ESTATE \CingularWireless2003 wpd
Page 4 of 8
Cingular Wireless Administration
6100 Atlantic Boulevard, ls`
Floor Mail Code GANO2
Norcross, Georgia 30071
12 RESTRICTIONS ON USE.
With a copy to Counsel West Region
angular Wireless
2521 Micheles Dnve 2 Floor
Tustin, California 92780
angular Wireless
Attn. Property Manager
2445 140 Avenue NE, Suite 202
Bellevue, WA 98005
a. Lessee shall conform to and comply with all applicable laws and regulations of any
public authonty affecting the Property the Area or the Antenna Facility and shall assume
any costs of such compliance, including any fines or penalties
b This Lease does not grant to Lessee any zoning or land use approvals for the uses
mentioned herein. Lessee shall obtain any and all land use and zoning approvals as are
necessary for its operations, including but not limited to, permits for buildings, structures,
towers and antennas.
c Lessee shall not allow debns or refuse to accumulate on the Property
d. Lessee shall not place any advertising or other signs on the Antenna Facility without
the express written permission of the City, which permission shall not be unreasonably
withheld, conditioned, or delayed for signs required by any regulatory agency
e The color of any poles or towers that are part of the Antenna Facility shall be subject
to approval by the City
,,..,ALTERATIONS ADDITIONS L esseewshall:not -make any alterations additions, or
i :�/.'z X 'F'° ".f} :e4a.:.i.:> :�.,.,i;$`?'`;w ,'y:'-;�+,•� fir, ,,.,u.ca�w.
:unprpuei�nents in':the area except for routine maintenance, without first obtaining, the wntten consent of
the,City A11'alterations, additions, and improvements shall be at the sole cost and expense of the Lessee
and shall become the property of the City excluding antenna equipment, cabinets, and related
equipment, and shall remain in and be surrendered with the Property without disturbance, molestation,
or injury at the termination of this Lease. The City will cooperate with Lessee s efforts to obtain
utilities, electncal power, and telephone services necessary to operate Lessee's Antenna Facility If
Lessee shall perform work on the Property with the consent of the City, Lessee agrees to comply with
all laws, ordinances, rules and regulations of the City and any other authonzed authonty Lessee shall
be liable to the City for any damage or loss caused by its agents, employees, or representatives to the
Property and to any other property owned by the City
14 ADDITIONAL RIGHTS TO THE PROPERTY The City retains the sole nght and
responsibility for co- location of other parties facilities on the Property
15 OPERATION OF EOUIPMENT Lessee shall install, operate, and maintain the Antenna
Facility in accordance with all applicable laws and regulations so as not to cause interference with any
March 26, 2003 (1 38pm)
G•\LEGAL\REAL ESTATE \CingularWireless2003 wpd
Page 5 of 8
other radio commumcation device, computer or television transmitting or receiving equipment, located
on the Property with nghts of use pnor in time to those of Lessee under this Lease
16 UTILITIES AND IMPROVEMENTS. The City has no responsibility for maintenance or
for secunty for the improvements placed upon the Area by Lessee Lessee shall have the nght to install
private utilities, at Lessee s expense, and to improve the present utilities on the premises (including, but
not hmited to, the installation of emergency power generators) Lessee shall provide for the installation
of separate meters for utilities used on the Area.
17 HAZARDOUS SUBSTANCES The City represents that is has no knowledge of any
substance, chemical or waste (collectively, substance on the Property that is identified as hazardous
toxic or dangerous in any applicable law or regulation (collectively referred to as "Hazardous
Substances Neither Lessee nor the City shall introduce any such substance on the Property in
violation of any applicable law or regulation. The parties will defend, indemnify and hold the each
other their agents and employees harmless from and against any and all claims, costs, and habilities,
including reasonable attorney's fees and costs arising out of or in connection with the cleanup or
restoration of the Property associated with the indemmtor's use of such Hazardous Substances The
obligation of this section shall survive the expiration or other termination of the Lease
18 ASSIGNMENT Lessee may assign this Lease at any time to any of Lessee s partners or
affiliates. Pnor to such assignment, Lessee shall give wntten notice to the City of the names and
addresses of such assignee. Any other assignment requires the City's prior wntten approval, which
approval shall not be unreasonably withheld.
19 VENUE. In the event of litigation to enforce the terms and conditions of this Lease,
venue shall be in the Supenor Court of Clallam County, Washington law shall apply, the prevailing
party shall be awarded costs and reasonable attorney's fees
20 SUCCESSION This Lease applies to and binds the heirs, successors, executors,
administrators, and assigns of the parties to this Lease.
21 NON ATTACHMENT Lessee shall not cause or allow any hen to attach to the
Property
22. ENTRY The City, its agents, officers, employees, and volunteers, may enter the
Property at any time for the purpose of conducting inspection for compliance with the Lease or to
conduct other business associated with the operation of Antenna Facilities
23 COMPATIBLE USE BY CITY The City reserves the nght to use the Property for
purposes and in a manner that are compatible and do not interfere with Lessee s operation.
24 MISCELLANEOUS
1 The substantially prevailing party in any litigation ansmg hereunder shall be
entitled to its reasonable attorney's fees and court costs, including appeals, if any
2 Attachment A and A -1, the Parcel Plan, and Attachment B, Construction
March 26, 2003 (1 38pm)
G•\LEGAL\REAL ESTATE \CingularWireless2003 wpd
Page 6 of 8
Conditions, are incorporated herein and made part of this agreement.
3 This lease and the incorporated attachments constitute the entire agreement and
understanding of the parties, and supersedes all offers, negotiations and other
agreements There are no representations or understandings of any kind not set forth
herein. Any amendments to this Lease must be in wnting and executed by both parties
4 If any term of this Lease is found to be void or invalid, such invalidity shall not
affect the remaining terms of this lease, which shall continue in full force and effect. The
parties shall agree that if any provisions are deemed not enforceable, they shall be
deemed modified to the extent necessary to make them enforceable
5 The persons, who have executed this Lease, represent and warrant that they are
duly authonzed to execute this lease in their individual or representative capacity as
indicated.
6 This Lease may be executed in two counterpart copies, each of which shall be
deemed an onginal, but both of which together shall constitute a single instrument.
DATED as of the date set forth on the first page
LESSOR
CITY OF PORT ANGELES
Glenn Wiggins
Its Mayor
STATE OF WASHINGTON
LESSOR REPRESENTATIVE CAPACITY
SS
COUNTY OF CLALLAM
I certify that I know or have satisfactory evidence that Mayor Glenn Wiggins is the
person who appeared before me, and said person acknowledged that said person signed this
instrument, on oath stated that said person was authorized to execute the instrument and
March 26, 2003 (1 38pm)
G:\LEGAL\REAL ESTATE \CingularWireless2003 wpd
Page 7 of 8
LESSEE
CINGULAR WIRELESS, LLC
a Delaware limited liability co
on behalf of Pacific Bell Wireless
Northwest LLC, a Delaware limited
liability company, d/b /a/ CINGULAR
WIRELESS
BY
E DoTLeod
Its Seattle Network Director
acknowledged it as the Mayor of the City of Port Angeles, to be the free and voluntary act of
such party for the uses and purposes mentioned in the instrument.
DATED ,Z 0
oottmtttil y 1
g POEIE. `TO"I'
Z /init.
o t 24- 2
P 4
N U 8 t C9
����O iv P g
CINGULAR'S ACKNOWLEDGMENT
STATE OF WASHINGTON
COUNTY OF KING
I certify that I know or have satisfactory evidence that E. Don MacLeod is the person
who appeared before me, and said person acknowledged that said person signed this instrument,
on oath stated that said person was authonzed to execute the instrument and acknowledged it as
the Director of Cingular Wireless, to be the free and voluntary act of such party for the uses and
purposes mentioned in the instrument.
DATED ,36
.fuiPf/2,
Q Q�_� rIc�. R e r
12 ;++0 &C
March 26, 2003 (1 38pm)
G:\LEGAL\REAL ESTATE \CingularWireless2003 wpd
Page 8 of 8
Lt
422
ature of Notary)
U>lin ,e4/1P
(Legibly Pnnt or Stamp Name of Notary)
Notary Public in and for the State of WA
My appointment expires
SS
(Signature of Notary)
(Legibly Print or Stamp Name of Notary)
Notary Public in and for the State of Washington
My appointment expires Cdc.z42Z zap
03/14/20 03 14121 17 29 FAX 206 322 1753
ATTACHMENT A
DESCRIPTION OF PREMISES
The Premises consist of those areas described/shown below and where Lessee s communications antennae, equipment, cables
and utilities occupy Lessor's Property The Premises and the associated utility connections and access, including easements,
ingress, egress, dimensions, and locations as described/shown below are approximate only and may be adjusted or changed by
Lessee at the time of construction to reasonably accommodate sound engineering critena and the physical features of Lessor's
Property
14
1'HL ALARIS GROUP LLC Lgjuu2
REFER TO SHEET o -2.1
FOR ENLARGED
SITE PLAN
C lrol i.lar Lease
c re.a x 26
LOTS 1 THROUGH 20, BLOCK 153, TOWNSITE OF PORT ANGELES, AS PER
PLAT THEREOF RECORDED IN VOLUME 1 OF PLATS PAGE 27`, RECORDS OF
CLALLAM COUNTY, WASHINGTON
comic PARKING
AREA
EXISTING VOICESTREV7
MONOPOLE
DTISITHG TELCO
#1313
riEwaciiidtuRiss•
iR40/112POLEJOIREISAGO'
EMS7ING; IJCWS7NIDARD:
MIMING uarnsc ioe-
41.10UNTIEDr ONMETV/0
COSMIC V0ICES7REALT
EQUIPMENT ENCLOSURE
1 Y 1 'EFf.
i
EXISTING T
COURTS
N.
N..
N
GRAPHIC CALE
7
C RAP HfC SCALE
I nav
11.11
3d 3-
EXISTRIG
REFER TO SHEET 0-2
FOR ENLARGED
ARCHITECTURAL PLAN
h
SHANE PARK
PARCEL PLAN
24 SCALE 1"..50
11 x17" SCALE r 100-0
OATET 3-11-0
DRAWN 80 RAI
CHECKED EN: 0
REVISIO
OESCRIP11
1 4/21 REVIEW SET
SITE NUMEll
WA-718-
W. PORT AF'
w. 8113
PORT ANCELE
WASHINGTON 93
LPN 02013
a-
Attachment B
Cingular Wireless Lease -Shane Park
1 The dates and times for construction activities will be subject to the approval of
the Department of Parks and Recreation. Construction shall not interfere with
activities scheduled by the Department of Parks and Recreation Following
constriction the lessee shall return the site to its onginal condition unless
otherwise specified within the lease
2 Overhead wiring for field lighting on the North side of the park be placed
underground in conduit and reconnected at the lessees expense or pay the City
Department of Pubhc works Light Operations Division to perform the work.
3 Plants used for screening the equipment enclosure shall be Rhododendron or
Viburnum Tinus
4. Prior to construction the .lessee shall locate all underground utilities, and
irrigation.
5 The lessee will spot and measure current lighting conditions on the ground prior
to removal of existing field hghts Lighting reinstalled on the new pole shall be
adjusted to meet the lighting conditions found pnor to the removal from the
former light pole. If current fight fixtures are found to interfere with operation of
the cell tower the lessee will replace the light fixtures and lamps with light
fixtures and lamps acceptable to the City and at no cost to the City
6 The equipment enclosure shall be moved southwest into the tree line at a location
identified by the City
G \LEGAL\REAL ESTATE \cingular attachmentB wpd
)11
DEPARTMENT OF LABOR INDUSTRIES
PO BOX 44450
OLYMPIA WA 98504-4450
OREGON ELECTRIC CONST INC
1010 SE 11TH AVE
PORTLAND OR 97214-2507
REGIST EXP DATE
4
CCO1 o,REG0o58D4 03/24/2009
EFFECTIVE DATE 03/24/2005
OREGON ELECTRIC CONST INC
1010 SE. 11TH AVE
PORTLAND OR 97214-2507
OREGON ELECTRIC CONST INC
1010 SE liTH AVE
PORTLAND OR 97214 2507
ILI, 1 nI),1 hid 1 11.,/ ,1111, ,,,1 11
T LAB )R ND 1 mr-')
REGISTERED AS PROVIDED BY LAW AS
CONST CONT GENERAL
REGISTERED AS PROVIDED BY LAW AS
CONST CONT GENERAL
REGIST EXP DATE
.CCO1 OREGOEC958D4 03/24/2009
EFFECTIVE DATE 03/24/2005
t RT 11 1 1 r
Fre 1 1, ,V1
POST
0
PFS.
[ULF 3 1 011
La a Pt
DEPARTMENT OF LABOR INDUSTRIES
PO BOX 44460
OLYMPIA WA 98504-4460
OREGON ELECTRIC CONST INC
1010 SE 11TH AVE
PORTLAND OR 97214
E 1:1 k MF T I ‘PR 4 ..NI) NU I, 'TI4L.S
LICENSED AS PROVIDED BY LAW AS
ELEC CONTR GENERAL
LICENSE EXP DATE
ECO1 OREGOEC188MF 04/30/2009
EFFECTIVE PATE, '07/96/1982
OREGON ELECTRIC CONST INC
1010 SE 11TH AVE
PORTLAND OR 97214
LICENSED AS PROVIDED BY LAW AS
ELEC CONTR GENERAL
LICENSE EXP DATE
ECO1 OREGOEC188MF 04/30/2009
EFFECTIVE DATE 07/06/1982
OREGON ELECTRIC CONST INC
1010 SE 11TH AVE
PORTLAND OR 97214
J1 Ii Hi
)ac.
•oLi; b RT" HflR ND F LST IJ
'1' r
14 .1,E
N 11
:1
ENGINEERING EXCELLENCE
July 8, 2008
C67NSUL
SA[ Communications
c/o Julie Danforth
130 Andover Park East, Suite 300
Tukwilla, WA 98188
100 mph basic windspeed with no ice per TIAIE1A-222-F
87 mph basic wmdspeed with ice per TIAIFIA-222-F
Re Structural Report for existing 97 monopole
Site: W Port Angeles (WA-718), 1303 West 8 Si. Port Angeles, WA
CSA Job 410481
CSA Consulting Engineers' has performed a structural: wind load analysis of the above
referenced existing 97 monopole. The structural analysis has been performed in
accordance with the TIA/E1A 222 F Structural Standards for Steel kntenna Towers and
Antenna Supporting Structures. The T1A,L1A-222-F standard is recognized by the 2006
IBC and the 2007 OSSC (section 1609 1 1 Exception #4)
The existing antenna information and existing tower information was taken from the
Artisan Engineering tower mapping of the site dated 7 1/08
The results of our analysis indicate that the existing 97' monopole is structurally
adequate for the proposed antenna loading shown below using code prescribed wind
forces.
The following wmdpressure and antenna loading was used for the analysis of the 97
monopole
(3) Kathrem 742-264 (flush with (3) TMA s (6) RET s 92 (proposed),
(3) Kathrem 742-264 (flush with (3) TMA s (6) RET s 82 (proposed)
(10) 24 dia. luminaires mounted to boom mount 70
(6) 1 5/8' internal coax to 82 (6) 7'8' internal coax:to 92' (proposed)
2895 Beavercreek Rd. Oregon City, OR 97045
(503) 228-3848 FAX (503) 228-0475
C27N5L,11-77A1
ENGINEERING EXCELLENCE
STRUCTURAL REPORT (per the TIA-EIA-222-F Standard)
for 97' monopole
CALCULATIONS 4ND DESIGN
CSA JOB #10481
r)
A;r• Q
4949 c v
iONIAL
1)
I EXPIRES 2 •z,1 -0°1
c.,
OR
7/9/08
The engineering stamp affixed hereto is valid only with the original '1:1 ET stamp, with the signature in RLD ink, and only for the
specific structure at the specific location identified below
SAI/AT&T
W Port Angeles (WA-718)
1303 West 8 St.
Port kngeles, WA
2895 Beavercreek Rd. Oregon City, OR 97045
(503) 228-3848 FAX (503) 228-0475
The following are the maximum base reactions from, this analysis
Base moment (ft-k)
Base shear (k)
Base vertical (k)
We do not have information on the existing foundation. However, since the inonopole,
baseplate and anchor bolts are within acceptable limits, it is therefore likely the
foundation is also within acceptable limits.
If we can be of further help please do not hesitate to call
Cordially
l<
Chris Blaumer P
CSA Consulting Engineers
Proposed loadin?.
514 ft-k
8 4 k
4 9 k
EXPIRES 2 i Q i
Q's
'209
9506
00 0
1
I
I
SHEAR
6802 lb
SHEAR
8405 lb
AXIAL
6254 Ib
87 mph WIND 0.5000 in ICE
AXIAL
4868 Ib
.7 f
REACTIONS 100 mph WIND
(3) 742-264
(1) .42-264
TYPE
GRADE Fy
4572-65 ks
MOMENT
4221131b-ft
I
MOMENT
513638 lb-ft
CSA Consulting Engineers
2895 Beavercreek Road
Oregon City OR 97045
Phone (503) 228-3848
FAX (503) 228-0475
DESIGNED APPURTENANCE LOADING
ELEVATION
TYPE 1 ELEVATION
t
mount
92 (10p 24- cia luminalre on boo 70
i2
MATERIAL STRENGTH
Fu GRADE 1 Fy
TOWER DESIGN NOTES
1. Tower is located in Cfallam County Washington.
2. Tower designed for a 100 mph basic wind in accordance with the TIA/EIA-222-F
Standard.
3. Tower is also designed for a 87 mph basic wind with 0.50 in ice,
4. Deflections are based upon a 50 mph wind.
5. Weld together tower sections have flange connections.
6. Connections use galvanized A325 bolts, nuts and locking devices. Installation per
TIAIEIA-222 and AISC Specifications.
7 Tower members are 'hot dipped' galvanized in accordance with ASTM Al23 and
ASTM A153 Standards,
8. Welds are fabricated with ER 70S-6 electrodes.
Fu
Reanalysis of 97' monopole (CSA #10481)
ffroJed vyport Angeles (WA-718) 1303 W 8th St., Port Angeles, VW
Ghent SAI/AT&T Drawn cvvB App':
C46e TAP Eie: m
TIA/EIA-222-F 07/09/08 1 NTS
RI►SA Tower
CSA Consulting Engineers
2895 Beavercreek Road
Oregon City, OR 97045
Phone. (503) 228 -3848
FAX. (503) 228 -0475
Consider Moments Legs
Consider Moments Horizontals
Consider Moments Diagonals
Use Moment Magnification
Use Code Stress Ratios
4 Use Code Safety Factors Guys
Escalate Ice
Always Use Max Kz
Use Special Wind Profile
NI Include Bolts In Member Capacity
Leg Bolts Are At Top Of Section
Secondary Horizontal Braces Leg
Use Diamond Inner Bracing (4 Sided)
Add IBC .6D +W Combination
Job
Section Elevation Section Splice Number
Length Length of
ft ft ft Sides
L1 97.00 -72.00 25 00 3.50 18
L2 72.00 -46.50 29 00 4.30 18
Reanalysis of 97' monopole (CSA #10481)
Project
W Port Angeles (WA -718) 1303 W 8th St. Port Angeles, WA
Client
SAI /AT &T
Tower Input Data
There is a pole section.
This tower is designed using the TIA/EIA 222 -F standard.
The following design criteria apply.
Tower is located in Clallam County Washington.
Basic wind speed of 100 mph.
Nominal ice thickness of 0.5000 in.
Ice density of 56 pcf.
A wind speed of 87 mph is used in combination with ice.
Temperature drop of 50 °F
Deflections calculated using a wind speed of 50 mph.
Weld together tower sections have flange connections.
Connections use galvanized A325 bolts, nuts and locking devices. Installation per TIA/EIA 222 and AISC
Specifications.
Tower members are 'hot dipped' galvanized in accordance with ASTM Al23 and ASTM A153 Standards.
Welds are fabricated with ER 70S -6 electrodes.
A non linear (P- delta) analysis was used.
Pressures are calculated at each section.
Stress ratio used in pole design is 1.333
Local bending stresses due to climbing loads, feedline supports, and appurtenance mounts are not considered.
Options
Distribute Leg Loads As Uniform
Assume Legs Pinned
Assume Rigid Index Plate
Use Clear Spans For Wind Area
Use Clear Spans For KLIr
Retension Guys To Initial Tension
Bypass Mast Stability Checks
4 Use Azimuth Dish Coefficients
1 Project Wind Area of Appurt.
1 Autocalc Torque Arm Areas
SR Members Have Cut Ends
Sort Capacity Reports By Component
4 Triangulate Diamond Inner Bracing
Tapered Pole Section Geometry
Top
Diameter
in
10.5000
Bottom
Diameter
in
14.5600
13 6166 18.3262
L3 46.50 -0.00 50.80 18 17.2531 25.5028
Treat Feedline Bundles As Cylinder
Use ASCE 10 X -Brace Ly Rules
4 Calculate Redundant Bracing Forces
Ignore Redundant Members in FEA
SR Leg Bolts Resist Compression
1 All Leg Panels Have Same Allowable
Offset Girt At Foundation
Consider Feedline Torque
Include Angle Block Shear Check
Poles
Include Shear Torsion Interaction
Always Use Sub Critical Flow
Use Top Mounted Sockets
Wall
Thickness
in
0 1875
Bend Pole Grade
Radius
in
0 7500 A572 -65
(65 ksi)
0 1875 0 7500 A572 -65
(65 ksi)
0.2500 1 0000 A572 -65
Page
1 of 12
Date
10:4930 07/09/08
Designed by
CWB
RISA Tower
CSA Consulting Engineers
2895 Beavercreek Road
Oregon City, OR 97045 Client
Phone. (503) 228 -3848
FAX. (503) 228 -0475
Section Elevation
ft
Tapered Pole Properties
Section Tip Dia. Area 1 r C I/C J It /Q w w/t
in in in' in in in in' in in
L 1 10.6620 6.1372 82.4589 3 6609 5.3340 15 4591 165 0263 3 0692 1.5180 8.096
14 7846 8.5534 223.2249 5 1022 7.3965 30 1799 446.7435 4.2775 2.2326 1 1.907
L2 14 4038 7.9920 182.0901 4 7673 6.9172 26.3241 364 4198 3 9968 2.0665 11 021
18.6089 10.7948 448.7083 6 4392 9.3097 48 1979 898.0071 5.3984 2.8954 15 442
L3 18.2281 13 4919 492.7963 6.0361 8.7646 56.2260 986.2410 6.7473 2.5965 10.386
25.8962 20 0381 1'614 4069 8.9647 12.9554 124.6124 3230.9380 10 0210 4 0485 16.194
Tower Gusset Gusset Gusset Grade Adjust. Factor Adjust. Weight Mult. Double Angle Double Angle
Elevation Area Thickness A Factor Stitch Bolt Stitch Bolt
(per face) A, Spacing Spacing
Diagonals Horizontals
ft ft in in in
L 197 00 -72.00 1 1 1
L2 72.00 -46.50 1 1 1
L3 46.50 -0.00 1 1 1
Description
Job
Reanalysis of 97' monopole (CSA #10481)
Project Date
W Port Angeles (WA -718) 1303 W 8th St. Port Angeles, WA 10 07/09/08
SAI /AT &T
Section Splice Number Top Bottom Wall Bend Pole Grade
Length Length of Diameter Diameter Thickness Radius
ft ft Sides in in in in
Monopole Base Plate Data
Base Plate Data
Base plate is square
Base plate is grouted
Anchor bolt grade A615 -75
Anchor bolt size 2.2500 in
Number of bolts 4
Embedment length 96 0000 in
f 3 ksi
Grout space 2.0000 in
Base plate grade A633 -60
Base plate thickness 2.2500 in
Bolt circle diameter 31.5000 in
Outer diameter 36.0000 in
Inner diameter 24 0000 in
Base plate type Plain Plate
Discrete Tower Loads
(65 ksi)
Face Offset Offsets: Azimuth Placement CAAA C4A,4 Weight
or Type Hor- Adjustment Front Side
Leg Lateral
Vert
ft ft ft fi 1b
ft
.ft
Page
2 of 12
Designed by
CWB
Page
RISA Tower J Reanalysis of 97' monopole (CSA #10481) 3 of 12
CSA Consulting Engineers Project Date
2895 Beavercreek Road W Port Angeles (WA -718) 1303 W 8th St. Port Angeles, WA 10 07/09/08
Oregon City, OR 97045 Client Designed by
Phone. (503) 228 -3848 SAI /AT &T CWB
FAX. (503) 228 -0475
Description Face Offset Offsets: Azimuth Placement C C, Weight
or Type Nor- Adjustment Front Side
Leg Lateral
Vert
ft ft fie f1 lb
ft
fi
(3) 742 264 C None 0 0000 92.00 No Ice 5 19 2.92 36.37
1/2' Ice 5.60 3.25 66.91
(3) 742 264 C None 0 0000 82.00 No Ice 5 19 2.92 36.37
1/2' Ice 5 60 3.25 66.91
(10) 24' dia. luminaire on C None 0.0000 70 00 No Ice 40.00 40 00 200 00
boom mount 1/2' Ice 45 00 45 00 300.00
Tower Pressures No Ice
GH 1.690
Section K qr AG F A A Ak Leg C.,A C
Elevation a In Out
c Face Face
ft ft psf ft e ft' ft' ft ft? fi'
L1 97 00 -72.00 83 82 1.305 33 26.104 A 0 000 26.104 26.104 100.00 0 000 0 000
B 0.000 26.104 100.00 0 000 0 000
C 0 000 26.104 100.00 0 000 0 000
L2 72.00 -46.50 58.71 1 179 30 34.543 A 0 000 34.543 34.543 100 00 0.000 0 000
B 0 000 34.543 100.00 0.000 0.000
C 0 000 34.543 100.00 0 000 0 000
L3 46.50 -0 00 21.98 1 26 84 192 A 0 000 84 192 84 192 100 00 0.000 0.000
B 0 000 84 192 100 00 0.000 0.000
C 0.000 84 192 100.00 0 000 0 000
Tower Pressure With Ice
GH 1.690
Section K q: t AG F AF AR A g Leg CAAA C A AA
Elevation a In Out
c Face Face
.ft ft psf in .ft e ft' 1.12 ft ft .ft
L 1 97 00 -72.00 83 82 1.305 25 0.5000 28.188 A 0.000 28.188 28.188 100 00 0 000 0 000
B 0 000 28.188 100 00 0 000 0 000
C 0 000 28.188 100.00 0 000 0 000
L2 72.00 -46.50 58.71 1 179 23 0.5000 36 668 A 0 000 36.668 36.668 100 00 0.000 0 000
B 0 000 36.668 100.00 0 000 0 000
C 0 000 36.668 100.00 0 000 0 000
L3 46.50 -0 00 21.98 1 19 0.5000 88.067 A 0 000 88.067 88.067 100 00 0 000 0 000
B 0 000 88.067 100 00 0.000 0 000
C 0 000 88.067 100 00 0 000 0 000
RISA Tower
Job
Reanalysis of 97' monopole (CSA #10481)
CSA Consulting Engineers Project Date
2895 Beavercreek Road W Port Angeles (WA -718) 1303 W 8th St. Port Angeles, WA 10 07/09/08
Oregon City OR 97045 Client Designed by
Phone. (503) 228 -3848 SAI /AT &T CWB
FAX. (503) 228 -0475
Tower Pressure Service
GH 1.690
Section K2 q= A, F AF AR Ar Leg CAAA CAAA
Elevation a In Out
c Face Face
ft ft psf ft e ft /i z ft ft ft
L 1 97 00 -72.00 83 82 1.305 8 26.104 A 0.000 26.104 26.104 100 00 0 000 0 000
B 0 000 26 104 100 00 0 000 0.000
C 0 000 26 104 100 00 0 000 0 000
L2 72.00 -46.50 58.71 1 179 8 34.543 A 0.000 34.543 34.543 100.00 0 000 0.000
B 0 000 34.543 100.00 0 000 0.000
C 0.000 34.543 100 00 0.000 0.000
L3 46.50 -0 00 21.98 1 6 84 192 A 0.000 84 192 84 192 100 00 0.000 0 000
B 0.000 84 192 100 00 0 000 0 000
C 0.000 84 192 100 00 0 000 0 000
Tower Forces No Ice Wind Normal To Face
Section Add Self F e C RR DF DR AE F w Ctrl.
Elevation Weight Weight a Face
c
ft lb lb e ft lb plf
L 1 0 00 624 87 A 1 0 65 1 1 1 26.104 958 13 38.33 C
97 00 -72.00 B 1 0.65 1 1 1 26 104
C 1 0.65 1 1 1 26 104
L2 0.00 926.95 A 1 0.65 1 1 1 34.543 1145.21 44.91 C
72.00 -46.50 B 1 0.65 1 1 1 34.543
C 1 0.65 1 1 1 34.543
L3 46.50 -0 00 0.00 2897.96 A 1 0.65 1 1 1 84 192 2381 49 51.21 C
B 1 065 1 1 1 84 192
C 1 0.65 1 1 1 84 192
Sum Weight: 0 00 4449 78 OTM 199885 75 4484.83
lb -ft
Tower Forces No Ice -'Wind 60 To Face
Section Add Self F e CF RR DF DR AF F w CO.
Elevation Weight Weight a Face
c f
ft 1b lb e /t lb plf
L1 0 00 624.87 A 1 0.65 1 1 1 26.104 958 13 38.33 C
97 00 -72.00 B 1 0.65 1 1 1 26.104
C I 0.65 1 I 1 26.104
L2 0.00 926 95 A 1 0 65 1 1 1 34.543 1145.21 44 91 C
72.00 -46.50 B 1 0 65 1 1 1 34.543
C 1 0 65 1 1 1 34.543
L3 46.50 -0.00 0.00 2897.96 A l 0.65 1 1 1 84 192 2381 49 51.21 C
B 1 065 1 1 1 84 192
C I. 0.65 1 1 1 84 192
Sum Weight: 0 00 4449 78 OTM 199885 75 4484.83
lb -ft
Page
4 of 12
RISA Tower
CSA Consulting Engineers
2895 Beavercreek Road
Oregon City. OR 97045
Phone. (503) 228 -3848
FAX. (503) 228 -0475
Job
Reanalysis of 97' monopole (CSA #10481)
Page
5 of 12
Project Date
W Port Angeles (WA -718) 1303 W 8th St. Port Angeles, WA 10 07/09/08
Client Designed by
SAI /AT &T C
Tower Forces No Ice Wind 90 To Face
Section Add Self F e CF RR DF DR AR F w Ctrl.
Elevation Weight Weight a Face
c
ft lb lb e f lb plf
L 1 0 00 624.87 A 1 0 65 1 1 1 26.104 958 13 38.33 C
97 00 -72.00 B 1 0.65 1 1 l 26.104
C 1 0.65 1 1 I 26.104
L2 0.00 926.95 A 1 0.65 1 1 1 34.543 1145.21 44 91 C
72.00 -46.50 B 1 0 65 1 1 I 34.543
C 1 0 65 1 1 I 34.543
L3 46.50 -0.00 0.00 2897 96 A 1 0 65 1 1 I 84 192 2381 49 51.21 C
B 1 065 1 1 1 84 192
C 1 0 65 1 1 1 84 192
Sum Weight: 0 00 4449 78 OTM 199885 75 4484 83
lb-ft
Tower Forces With Ice Wind Normal To Face
Section Add Self F e C RR DF DR AR F w Ctrl.
Elevation Weight Weight a Face
c
ft lb 1b e fi lb off
LI 0 00 825.91 A 1 0 65 1 1 1 28.188 775.95 31 04 C
97 00 -72.00 B 1 0 65 1 1 1 28.188
C 1 0 65 1 1 1 28.188
L2 0 00 1190 64 A I 0 65 1 1 1 36.668 911 74 35 75 C
72.00 -46.50 B 1 0 65 1 1 1 36 668
C 1 0 65 1 1 1 36.668
L3 46.50 -0 00 0 00 3535 84 A 1 0 65 1 1 1 88 067 1868.32 40 18 C
B 1 0 65 1 1 1 88.067
C 1 0 65 1 1 1 88.067
Sum Weight 0 00 5552.39 OTM 159630 19 3556 01
lb -ft
Tower Forces With Ice. Wind 60 To Face
Section Add Self F e C RR DF DR AF F w Ctrl.
Elevation Weight Weight a Face
c
(t lb lb e ft lb Ill(
L 000 825.91 A 1 0.65 I 1 1 28188 775.95 3104 C
97 00 -72.00 B 1 0.65 1 1 1 28.188
C 1 065 1 1 1 28.188
L2 0 00 1190 64 A 1 0.65 1 1 1 36.668 911 74 35 75 C
72.00 -46.50 B 1 0 65 1 1 1 36.668
C 1 0.65 1 1 1 36.668
L3 46.50 -0.00 0 00 3535.84 A 1 0.65 1 1 1 88.067 1868.32 40 18 C
B 1 0 65 1 1 1 88.067
C 1 0.65 1 1 1 88.067
Sum Weight: 0 00 5552.39 OTM 159630 19 3556.01
lb -ft
RISA Tower
Job
Reanalysis of 97' monopole (CSA #10481)
CSA Consulting Engineers Project Date
2895 Beavercreek Road W Port Angeles (WA -718), 1303 W 8th St. Port Angeles WA 10 07/09/08
Oregon City OR 97045 Client Designed by
Phone (503) 228 -3848 SAI /AT &T CWB
FAX (503) 228 -0475
Tower Forces With Ice Wind 90 To Face
Section Add Self F e CF RR DF DR AF F w Ctrl.
Elevation Weight Weight a Face
c
ft lb lb e ft 1b plf
L 1 0 00 825.91 A 1 0 65 1 1 1 28.188 775.95 31 04 C
97 00 -72.00 B 1 0 65 1 1 1 28.188
C 1 065 1 1 1 28.188
L2 0 00 1190.64 A 1 0 65 1 1 1 36.668 911 74 35 75 C
72.00 -46.50 B 1 0 65 1 1 1 36.668
C 1 0.65 1 1 1 36 668
L3 46.50 -0.00 0 00 3535 84 A 1 0.65 1 1 1 88.067 1868.32 40 18 C
B 1 0.65 1 1 1 88.067
C 1 0 65 1 1 1 88.067
Sum Weight: 0 00 5552.39 OTM 159630 19 3556 01
lb -ft
Tower Forces Service Wind Normal To Face
Section Add Self F e CF RR DF DR AR F w Ctrl.
Elevation Weight Weight a Face
c
ft lb lb e ft lb pif
L I 0.00 624 87 A 1 0.924 1 1 1 26 104 340 48 13.62 C
97 00 -72.00 B 1 0.924 1 1 1 26.104
C 1 0 924 1 1 1 26.104
L2 0 00 926.95 A 1 0.65 1 1 1 34.543 286.30 11.23 C
72.00 -46.50 B 1 0 65 1 1 1 34.543
C 1 0.65 1 1 1 34.543
L3 46.50 -0 00 0 00 2897 96 A 1 0.65 1 1 1 84 192 595.37 12.80 C
B 1 0 65 1 1 1 84 192
C 1 0 65 1 1 1 84 192
Sum Weight: 0 00 4449 78 OTM 58433.30 1222.15
lb -ft
Tower Forces Service Wind 60 To Face
Section Add Self F e CF RR DF DR AF F w Ctrl.
Elevation Weight Weight a Face
c
ft lb lb e ft lb plf
L 1 0 00 624 87 A 1 0 924 1 1 1 26.104 340 48 13.62 C
97 00 -72.00 B 1 0.924 1 1 1 26.104
C 1 0.924 1 1 1 26.104
L2 0.00 926.95 A 1 0.65 1 1 1 34.543 286.30 11.23 C
72.00 -46.50 B 1 0.65 1 1 1 34.543
C 1 0 65 1 1 1 34.543
L3 46.50 -0 00 0 00 2897.96 A 1 0.65 1 1 1 84 192 595.37 12.80 C
B 1 065 1 1 1 84 192
C 1 0 65 1 1 1 84 192
Page
6 of 12
RISA Tower
Job
Reanalysis of 97' monopole (CSA #10481)
Tower Forces Service -Wind 90 To Face
Section Add Self F e CF RR DF DR AE F w Ctrl.
Elevation Weight Weight a Face
c
ft lb lb e fi lb plf
L1 0.00 624.87 A 1 0.924 1 I 1 26 104 340 48 13 62 C
97 00 -72.00 B 1 0.924 1 1 1 26.104
C 1 0 924 1 1 1 26.104
L2 0 00 926.95 A 1 0 65 1 1 1 34.543 286.30 11.23 C
72.00 -46.50 B 1 0.65 1 1 1 34.543
C 1 0.65 1 1 1 34.543
L3 46.50 -0.00 0 00 2897.96 A 1 0.65 1 1 1 84 192 595.37 12.80 C
B 1 0 65 1 I 1 84 192
C 1 0 65 1 1 1 84 192
Sum Weight: 0 00 4449 78 OTM 58433.30 1222.15
lb -ft
Force Totals
Load Combinations
Page
7 of 12
CSA Consulting Engineers Project Date
2895BeavercreekRoad W Port Angeles (WA -718), 1303 W 8th St. Port Angeles, WA 10"4930 07/09/08
Oregon City, OR 97045 Client Designed by
Phone (503) 228 -3848 SAI /AT &T CWB
FAX. (503) 228 -0475
Section Add Self F e CF RR DF DR AE F w Ctrl.
Elevation Weight Weight a Face
c
ft lb lb e ft lb all
Sum Weight: I 0.00 I 4449 78 I I I I I I OTM I 58433..30 I 1222.15 I
Load Vertical Sum of Sum of Sum of Sum of Sum of Torques
Case Forces Forces Forces Overturning Overturning
X Z Moments, M Moments, M
lb lb lb lb -ft lb -ft lb -ft
Leg Weight 4449 78
Bracing Weight 0 00
Total Member Self Weight 4449 78 0.00 0 00
Total Weight 4868.00 0.00 0 00
Wind 0 deg No Ice 0 00 8407.52 504835 03 0 00 0.00
Wind 90 deg No Ice 8407.52 0.00 0.00 504835 03 0 00
Wind 180 deg No Ice 0 00 8407.52 504835 03 0.00 0 00
Member Ice 1102.61
Total Weight Ice 6253.85 0 00 0 00
Wind 0 deg Ice 0 00 -6803 61 411517.35 0 00 0 00
Wind 90 deg Ice 6803 61 0 00 0 00 411517.35 0 00
Wind 180 deg Ice 0 00 6803 61 411517.35 0.00 0 00
Total Weight 4868.00 0 00 0 00
Wind 0 deg Service 0 00 2202.83 134670.62 0 00 0 00
Wind 90 deg Service 2202.83 0.00 0.00 134670 62 0 00
Wind 180 deg Service 0 00 2202.83 134670 62 0 00 0 00
Comb.
No.
1 Dead Only
2 Dead +Wind 0 deg No Ice
3 Dead +Wind 90 deg No Ice
4 Dead +Wind 180 deg No Ice
5 Dead +Ice +Temp
6 Dead +Wind 0 deg +Ice+Temp
7 Dead +Wind 90 deg +Ice+Temp
8 Dead +Wind 180 deg +Ice+Temp
9 Dead +Wind 0 deg Service
10 Dead +Wind 90 deg Service
11 Dead +Wind 180 deg Service
Location
Pole
RISA Tower
Job
Reanalysis of 97' monopole (CSA #10481)
CSA Consulting Engineers Project Date
2895 BeavercreekRoad W Port Angeles (WA -718), 1303 W 8th St. Port Angeles WA 10 07/09/08
Oregon City, OR 97045 Client Designed by
Phone. (503) 228 -3848 SAI /AT &T CWB
FAX. (503) 228 -0475
Description
Maximum Member Forces
Section Elevation Component Condition Gov Force Major Axis Minor Axis
No. ft Type Load Moment Moment
Comb. lb lb -ft lb -ft
L 1 97 72 Pole Max Tension 3 0 04 0 00 0.00
Max. Compression 5 1095.60 0 00 0 00
Max. Mx 3 -447 80 29532.17 0 00
Max. My 2 447.80 0.00 29532.17
Max. Vy 3 2648.59 29532.17 0.00
Max. Vx 2 2648.59 0 00 29532.17
L2 72 46.5 Pole Max Tension 1 0.00 0.00 0.00
Max. Compression 5 2514 13 0 00 0 00
Max. Mx 3 1340 61 150197 62 0 00
Max. My 2 1340 61 0 00 150197.62
Max. Vy 3 5937.97 150197 62 0 00
Max. Vx 2 5937.97 0 00 150197 62
L3 46.5 0 Pole Max Tension 1 0.00 0 00 0 00
Max. Compression 5 -6253 85 0 00 0 00
Max. Mx 3 -4851 40 513638.40 0.00
Max. My 2 -4851 40 0.00 513638.40
Max. Vy 3 8414.84 513638.40 0 00
Max. Vx 2 -8414 84 0 00 513638.40
Maximum Reactions
Condition Gov Vertical Horizontal, X Horzontal,
Load lb lb lb
Comb
Max. Vert 5 6253 85 0 00 0 00
Max. H 11 4867 98 0 00 2202.19
Max. H 2 4867 83 0 00 8405.35
Max. M, 2 513638.40 0 00 8405.35
Max. M, 3 513638.40 8405.35 0 00
Max. Torsion 1 0.00 0.00 0 00
Min. Vert 2 4867.83 0.00 8405.35
Min. H, 3 4867 83 8405.35 0.00
Min. H 4 4867 83 0 00 8405.35
Min. M, 4 513638.40 0.00 8405.35
Min. Nt 1 0 00 0.00 0 00
Min. Torsion 1 0.00 0 00 0.00
Page
8 of 12
RISA Tower
CSA Consulting Engineers
2895 Beavercreek Road
Oregon City, OR 97045
Phone. (503) 228 -3848
FAX (503) 228 -0475
Load
Combination
Dead Only
Dead +Wind 0 deg No Ice
Dead +Wind 90 deg No Ice
Dead +Wind 180 deg No Ice
Dead +Ice +Temp
Dead +Wind 0 deg +Ice +Temp
Dead +Wind 90 deg +Ice +Temp
Dead +Wind 180 deg +Ice +Temp
Dead +Wind 0 deg Service
Dead +Wind 90 deg Service
Dead +Wind 180 deg Service
Load
Comb.
l
2
3
4
5
6
7
8
9
l0
11
PX
lb
0 00
0 00
8407.52
0.00
0 00
0.00
6803 61
0 00
0 00
2202.83
0 00
Job
Project
Sum of Applied Forces
PY
lb
-4868 00
-4868 00
4868.00
4868.00
6253.85
6253.85
-6253 85
6253.85
-4868 00
-4868 00
-4868 00
Load Converged? Number
Combination of Cycles
1 Yes 6
2 Yes 19
3 Yes 19
4 Yes 19
5 Yes 6
6 Yes 20
7 Yes 20
8 Yes 20
9 Yes 19
10 Yes 19
11 Yes 19
Reanalysis of 97' monopole (CSA #10481)
W Port Angeles (WA -718) 1303 W 8th St. Port Angeles, WA 10 07/09/08
Client Designed by
CWB
PZ PX
Ib lb
0.00 0.00
8407.52 0.00
0 00 8405.35
8407.52 0 00
0.00 0 00
-6803 61 0 00
0.00 6801.88
6803.61 0 00
2202.83 0.00
0 00 2202.19
2202.83 0.00
SAI /AT &T
Tower Mast Reaction Summary
Vertical Shear Shear Overturning Overturning Torque
Moment, M, Moment. M
lb lb Ib lb ft lb -ft lb ft
4868.00 0.00 0 00 0.00 0 00 0 00
4867 83 0 00 8405.35 513638 40 0.00 0 00
4867 83 8405.35 0.00 0.00 513638.40 0.00
4867 83 0.00 8405.35 513638.40 0 00 0 00
6253.85 0 00 0 00 0.00 0 00 0 00
6253 74 0 00 -6801 88 422113.33 0 00 0.00
6253 74 6801 88 0.00 0.00 422113.33 0 00
6253 74 0.00 6801.88 42211 3.33 0 00 0 00
4867.98 0 00 2202.19 137327.30 0 00 0 00
4867 98 2202.19 0.00 0 00 137327.30 0.00
4867 98 0.00 2202.19 137327.30 0 00 0 00
Solution Summary
Sum of Reactions
PY
Ib
4868.00
4867.83
4867.83
4867.83
6253 85
6253 74
6253 74
6253 74
4867.98
4867 98
4867 98
Non Linear Convergence. Results
Displacement Force
Tolerance Tolerance
0 00000001 0 00000001
0.00012109 0 00014640
0.00012109 0 00014640
0.00012109 0 00014640
0.00000001 0 00000001
0.00012221 0.00009408
0 00012221 0 00009408
0 00012221 0 00009408
0 00013172 0 00009191
0 00013172 0.00009191
0.00013172 0 00009191
Page
9 of 12
Date
PZ Error
lb
0 00 0.000%
8405.35 0.022%
000 0022%
8405.35 0 022%
000 0000%
6801 88 0 019%
000 0019%
6801.88 0.019%
2202.19 0.012%
000 0012%
2202.19 0 012%
Page
RISA Ttlwer Job Reanalysis of 97' monopole (CSA #10481) Pa g 10 of 12
CSA Consulting Engineers Project Date
2895 Beavercreek Road W Port Angeles (WA -718), 1303 W 8th St. Port Angeles, WA 10 07/09/08
Oregon City, OR 97045 Client Designed by
Phone. (503) 228 -3848 SAI /AT &T
FAX. (503) 228 -0475 CWB
Maximum Tower Deflections Service Wind
Section Elevation Hor- Gov Tilt Twist
No. Deflection Load
ft in Comb.
LI 97 72 22.965 10 1.8547 0 0000
L2 75.5 46.5 14 738 10 1 7532 0 0000
L3 50 7987 0 6 772 10 1.2320 0.0000
Critical Deflections and Radius of Curvature Service Wind
Elevation Appurtenance Gov Deflection Tilt Twist Radius of
Load Curvature
ft Comb in ft
92.00 (3) 742 264 10 21 018 1 8539 0 0000 26071
82.00 (3) 742 264 10 17 171 1 8210 0 0000 8690
70.00 (10) 24' dia. luminaire on boom 10 12.747 1.6565 0 0000 3823
mount
Maximum Tower Deflections Design Wind
Section Elevation Hor- Gov Tilt Twist
No. Deflection Load
f? in Comb. w
LI 97 72 8 4.594 2 6.8004 0 0000
L2 75.5 46.5 54 475 2 6.4409 0 0000
L3 50.7987 0 25 151 2 4.5625 0 0000
Critical Deflections and Radius of Curvature Design Wind
Elevation Appurtenance Gov Deflection Tilt Twist Radius of
Load Curvature
ft Comb. in .ft
92.00 (3) 742 264 2 77 474 6.7870 0 0000 7717
82.00 (3) 742 264 2 63.392 6 6640 0 0000 2570
70 00 (10) 24' dia. luminaire on boom 2 47 164 6.1288 0 0000 1092
mount
Base Plate Design Data
CSA Consulting Engineers
2895 Beavercreek Road
Oregon City, OR 97045 Client
Phone (503) 228 -3848
FAX. (503) 228 -0475
Plate
Thickness
RISA Tower
in in
2.2500 4 2.2500
Section Elevation
No.
ft
LI 97 72 (1)
L2 72 46.5 (2)
L3 46.5 0 (3)
Section
No.
Elevation
ft
LI 97 72(1)
L2 72 46.5 (2)
L3 46.5 0 (3)
Section Elevation
No.
ft
LI 97 72 (1)
L2 72 46.5 (2)
L3 46.5 0 (3)
Number Anchor Bolt
of Anchor Size
Bolts
Size
TP 14.56x 10.5x0.1875
TP18.3262x13 6166x0 1875
TP25.5028x 17.2531 x0.25
Size
Size
Job
TP 14 56x 10.5x0.1875
TP18.3262x13 6166x0 1875
TP25.5028x 17.2531 x0.25
Reanalysis of 97' monopole (CSA #10481)
Project Date
W Port Angeles (WA -718) 1303 W 8th St. Port Angeles, WA 10'49 07/09/08
Designed by
CWB
Actual Actual Actual Actual Controlling Critical
Allowable Allowable Allowable Allowable
Ratio Ratio Ratio Ratio
Bolt Concrete Plate Stiffener
Tension Stress Stress Stress
lb ksi ksi ksi
152036 00 2.284 37.285
131210.58 2.100 45 000
1 16 1 09 0 83
Compression Checks
Pole Design Data
L L„
ft ft
25 00
29 00
50 80
97 00
97 00
9700
Pole Bending
Actual Actual
M fbx
lb ft ksi
29532.1 12.736
7
150197 -40 465
50
513638. -49 463
33
Ratio
P
P„
0 021
Ratio
fbe
Fbx
0.327
TP 14.56x 10.5x0 1875
TP18.3262x13.6166x0.1875 0 031 1 038
TP25.5028x 17.2531 x0.25 0.027 1.268
SAI /AT &T
Kl /r F
237.5
188 0
129.8
Design Data
Allow Ratio
Fire fbr
ks i
Fbr
39 000 0.327
39 000 1 038 0 00
39 000 1.268 0 00
Pole Interaction Design Data
Ratio
fb)
Fb,
0 000
0 000 1 068
0.000
ksi
2.647
4.225
8.858
Condition Ratio
Actual
lb ft
0 00
Comb.
Stress
Ratio
0.347
1.296
Bolt T
A Actual
P
in lb
8.2152
10.3793
20 0381
Actual Allow
fb) Fb,
ksi ksi
0 000 39.000
0 000 39 000 0 000
0 000 39.000 0.000
Allow
Stress
Ratio
1.333
1.333
1.333
1 16
-447 80
1340 61
-4851 40
Page
11 of 12
Allow
P
lb
2174370
43852.40
177491 00
Ratio
f
F
0.000
Criteria
HI 3
H13 1/
HI 3
Ratio
P
P„
0 021
0 031
0027
Job Page
g Pa
RISA Tower Reanalysis of 97' monopole (CSA #10481) 12 of 12
CSA Consulting Engineers Project Date
2895 Beavercreek Road W Port Angeles (WA -718) 1303 W 8th St. Port Angeles, WA 10 07/09/08
Oregon City, OR 97045 Client Designed by
Phone. (503) 228 -3848 SAI /AT &T CWB
FAX. (503) 228 -0475
Section Capacity Table
Section Elevation Component Size Critical P SF *P Pass
No. .ft Type Element Ib Ib Capacity Fail
L1 97 72 Pole TP14.56x10.5x0 1875 1 -447 80 28984.35 26 0 Pass
L2 72 46.5 Pole TP18.3262x13 6166x0 1875 2 1340.61 58455.24 80 1 Pass
L3 46.5 0 Pole TP25.5028x17.2531x0.25 3 -4851 40 236595 49 97.2 Pass
Summary
Pole (L3) 97.2 Pass
Base Plate 86.9 Pass
RATING= 97.2 Pass
Program Version 5.2.0 1 6/16/2008 File:N./NEW JOBS /TELECOM/10481 WA718 West Port Angeles SAI Struct Telecom/reanalysis/10481.eri
aM1'r'c►,ES Construction Plans
d uron these plans, specifi-
P rt prevent the building official
fi Mer •cqulr:ng ti corectlon of errors in said
pie specifications and other data, or from preventing
building operations being carried on thereunder when in
violation of all codes and ordinances of this jurisdiction.
71 at(it By 2 -e�o�p
Approval Date
FILE
VICINITY MAP
CL LL
APPROVAL /SIGN
CONSULTANT GROUP SIGN OFF DATE
CONSTRUCTION COORDINATOR
LANDLORD'S REPRESENTATIVE
PROJECT MANAGER
SITE ACQUISITION
ZONING
WA 5
0C
SIGNATURE
REVIEWERS SHALL CLEARLY PLACE INITIALS ADJACENT TO
EACH REDUNE NOTE AS DRAWINGS ARE BEING REVIEWED
-\`J
,%\sjt k... 7
y /j+
cingularSM
WIRELESS
OFF OF CONSTRUCTION DRAWINGS
CINGULAR SIGN OFF
COMPUANCE
CONSTRUCTION MANAGER
DEPLOYMENT MANAGER
E -911 ENGINEER:
EQUIPMENT ENGINEER
INTERCONNECT
OPERATIONS
RF ENGINEER
RF ENGINEER MANAGER
SITE AQUISITION MANAGER
W. P ANGEES
1303 W 8TH ST
PORT ANGELES, WA 98363
PAO825(WA7 8)
GENERAL LOCATION MAP
pn.d7w he .q m5n m. "opisn ,arq" ,..s .x. ..;,=d J3. :a Cav
Mal e7I1el n C "m endholf, ellen All d ...ever] 0,. er] .7
DRIVING DIRECTIONS FROM SEATAC AIRPORT Take Ramp (RIGHT) onto 1 -5 18.7 mi 1 -5 Portland At exit 132, turn RIGHT onto Ramp 0.1 m5 WA- 16 /So. 38th St. /Gig
Horbor /Bremerton Take Ramp (RIGHT) onto SR -16 27.0 mi WA -16 Gig Harbor Bremerton Road name changes to SR -3 25.3 mi Turn LEFT (North -West) onto SR -104 15.8 mi
Keep STRAIGHT onto US -101 36.3 mi Turn LEFT (South) onto US -101 [N Lincoln St] 0.6 mi rum RIGHT (West) onto (E) 8th St 1 4 mi Arrive 1303 W 8th St, Port Angeles, WA
98363
DATE
Y I N I INITIAL.
SIGNATURE
APPIICANT; ,LAND OWNER;
CINGULAR WIRELESS, LLC.
ON BEHALF OF PACIFIC BELL
WIRELESS, NORTHWEST LLC.
7277 164TH AVENUE NE
REDMOND, WA 98052
PROJECT ARCHITECT;
KDC ARCHITECTS ENGINEERS P.C.
4720 200TH STREET SW, SUITE 200
LYNNWOOD, WA 98036
PH: (425) 670 -8651
CONTACT ERIC CAMP
OE. INFORMATIQN;
ZONING CLASSIFICATION:
?'JILDING CODE:
CONSTRUCTION TYPE
OCCUPANCY.
JURISDICTION:
PROPOSED BUILDING USE:
PROJECT INFORMATION
PUBLIC BLDGS PARKS
INTERNATIONAL BUILDING
CODE 2003 /NEC 2002
N/A
N/A
CLALLAM COUNTY
TELECOMMUNICATIONS
SITE LOCATION; (BASED ON NAD 83)
LATITUDE 48'7'25.69" N
LONGITUDE. 123'27'43.8" W
TOP OF STRUCTURE AGL• 95'
BASE OF STRUCTURE AMSL• 230'
PROJECT AREk
WITHIN EXISTING CINGULAR LEASE AREA
C FN FRA1 I�t FO R M O ff;
1 PARKI REQUIRE MENTS ARE UNCHANGED.
2. TRAFFIC IS UNAFFECTED.
3, SIGNAGE 15 PROPOSED.
CITY OF PORT ANGELES
321 EAST 5TH STREET
PORT ANGELES, WA 98362
PH: (360) 417 -4804
CONTACT MARK MADSEN
TQwFR OWNER;
CITY OF PORT ANGELES
321 EAST 5TH STREET
PORT ANGELES, WA 98362
PH: (360) 417 -4804
CONTACT MARK MADSEN
PROJECT CONSULTANTS;
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ZONING AGENT;
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1 PROJECT DESCRIPTION;
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FINAL
CONSTRUCTION DOCUMENTS
08/08/2005
NOT FOR
CINGULAR ROUTING
N/A
T 1
G -1
A -1
A -2
A-3
A-4
RF -1
RF -2
RF -3
E -1
E -2
0-1
PROPRIETARY INFORMATION
THE INFORMATION CONTAINED IN THIS SET OF
CONSTRUCTION DOCUMENTS IS PROPRIETARY BY
NATURE. ANY USE OR DISCLOSURE OTHER THAN
THAT WHICH RELATES TO CINGULAR WIRELESS, LLC.
SERVICES IS STRICTLY PROHIBITED.
SHEET INDEX
TITLE SHEET
GENERAL NOTES, SYMBOLS ABBREVIATIONS
NEW AND EXISTING EQUIPMENT LAYOUT
NEW AND EXISTING ELEVATION
DETAILS
DETAILS
RF DATA SHEET
SWEEP TEST REQUIREMENTS
TYPICAL SECTOR PLUMBING DIAGRAM
PANEL SCHEDULE, ONE -LINE DIAGRAM AND DETAILS
GROUNDING DETAILS
QUALITY CONTROL CHECKLIST
LEGAL DESCRIPTION
C7)
U
7-KJ REGISTERED
RC CT
T -1
KENNETH D. CAMP
;TATE OF WASHINGTO
MIN 1 1
■i1
K 1111 1 1
Architects STREET Engi err 20 P
LYNMk000, 80 99025
PRONE (4451 570-8851
DATE: 08/08/2005
DRAWN BY• CRW
CHECKED BY. EJC
REVISIONS
DATE I DESCRIPTION 16
06 /12IISSUED FOR �F
2005 80% CD REVIEW
07/20 ISSUED FOR I„
2005 CONSTRUCTION
08 /08IISSUED FOR FINAL I�
2005 CONSTRUCTION
SITE NUMBER
PA0825 (WA718)
W PORT ANGELES
1303 W 8TH STREET
PORT ANGELES, WA
98363
GENERAL NOTES.
1 DRAWINGS ARE NOT TO BE SCALED. WRITTEN DIMENSIONS TAKE PRECEDENCE,
THIS SET OF DOCUMENTS S INTENDED TO BE USED FOR DIAGRAMMATIC
PURPOSES ONLY, UNLESS NOTED OTHERWISE THE GENERAL CONTRACTOR'S
SCOPE OF WORK SHALL INCLUDE FURNISHING ALL MATERIALS. EOUIPMENT.
LABOR, ANO ANY REQUIREMENTS DEEMED NECESSARY TO COMPLETE PROJECT
AS DESCRIBED IN THE DRAWINGS ANO OWNERS PROJECT MANUAL
2. PRIOR TO THE SUBMISSION OF BIOS, CONTRACTORS INVOLVED SHALL VISIT
THE J08 SITE TO FAL41UARIZE 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.
3. 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 CONFUCTS, 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.
4. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE PROJECT DESCRIBED IN
THE CONTRACT DOCUMENTS. THE CONTRACTOR SHALL BE SOLELY
RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, TECHNIQUES.
SEQUENCES, AND PROCEDURES FOR COORDINATING ALL PORTIONS OF THE
WORK UNDER THE CONTRACT.
5. THE CONTRACTOR SHALL INSTALL AU. EOUIPMENT AND MATERIALS 'ACCORDING
TO MANUFACTURER'S/VENDOR'S SPECIFICATIONS UNLESS NOTED OTHERWISE
OR WHERE LOCAL CODES OR ORDINANCES TAKE PRECEDENCE.
6. ALL WORK PERFORMED ON THE PROJECT AND MATERIALS INSTALLED SHALL
BE IN STRICT ACCORDANCE WITH ALL APPUCABLE 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 UTILJY COMPANY SPECIFICATIONS, AND
LOCAL AND STATE JURISDICTIONAL CODES BEARING ON THE PERFORMANCE
OF THE WORK.
7 GENERAL CONTRACTOR SHALL PROVIDE. AT THE PROJECT STTE. A FULL SET
OF CONSTRUCTION DOCUMENTS UPDATED WITH THE LATEST REVISIONS AND
ADDENDA OR CLARIFICATIONS FOR USE BY ALL PERSONNEL INVOLVED WITH
THE PROJECT. THIS SET 15 A VAUD CONTRACT DOCUMENT ONLY IF THE
TIRE SHEET 15 STAMPED "FOR CONSTRUCTION" AND EACH SUCCESSIVE
SHEET BEARS THE ARCHITECT'S SIGNED WET STAMP
8. THE STRUCTURAL COMPONENTS OF ADJACENT CONSTRUCTION OR FACILITIES
ARE NOT TO BE ALTERED BY TH15 CONSTRUCTION PROJECT UNLESS NOTED
OTHERWISE
9. SEAL ALL PENETRATIONS THROUGH FIRE -RATED AREAS WITH U.L LISTED OR
FIRE MARSHALL APPROVED MATERIALS IF APPUCABLE TO THIS FACILITY ANO
OR PROJECT SITE.
10. CONTRACTOR TO PROVIDE A PORTABLE FIRE EXTINGUISHER WITH A RATING OF
NOT LESS THAN 2 -A OR 2 -AIOBC WITHIN 75 FEET TRAVEL DISTANCE TO
ALL PORTIONS OF PROJECT AREA DURING CONSTRUCTION.
11 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.
12. CONTRACTOR SHALL KEEP GENERAL WORK AREA CLEAN AND HAZARD FREE
DURING CONSTRUCTION AND DISPOSE OF ALL DIRT, DEBRIS. AND RUBBISH.
CONTRACTOR SHALL REMOVE EQUIPMENT NOT SPECIFIED AS REMAINING ON
THE PROPERTY OR PREMISES. SITE SHALL BE LEFT IN CLEAN CONDITION
AND FREE FROM PAINT SPOTS. OUST, OR SMUDGES OF ANY NATURE.
13. THE GENERAL CONTRACTOR SHALL RECEIVE WRITTEN AUTHORIZATION TO
PROCEED WITH CONSTRUCTION PRIOR TO STARTING WORK ON ANY ITEM NOT
CLEARLY DEFINED BY THE CONSTRUCTION DRAWINGS /CONTRACT DOCUMENTS.
14. THE CONTRACTOR SHALL PERFORM WORK DURING OWNER'S PREFERRED
HOURS TO AVOID DISTURBING NORMAL BUSINESS.
15. THE CONTRACTOR SHALL PROVIDE CINCULAR WIRELESS, LLC. PROPER
INSURANCE CERTIFICATES NAMING CINCULAR WIRELESS, U.C. AS ADOITIONAL
INSURED. AND CINCULAR WIRELESS, LLC. PROOF OF LICENSE(S) AND PE
PD INSURANCE.
16. CONTRACTOR SHALL BE RESPONSIBLE FOR SCHEDUUNG AND COORDINATING
ALL INSPECTIONS.
17 CAUTION! CALL BEFORE YOU 0101 BURIED UTIUTIES EXIST IN THE AREA
AND UTILITY INFORMATION SHOWN MAY NOT BE COMPLETE. CONTACT THE
ONE -CALL UTILITY LOCATE SERVICE A MINIMUM OF 48 HOURS PRIOR TO
CONSTRUCTION. 1- 800- 424 -5555
18. CONTRACTOR TO DOCUMENT ALL WORK PERFORMED WITH PHOTOGRAPHS AND
SUBMIT TO CINCULAR WIRELESS. LLC. ALONG WITH REDUNED CONSTRUCTION
SET.
19. CONTRACTOR TO DOCUMENT ALL CHANGES MADE IN THE FIELD BY MARKING
UP (REDLINING) THE APPROVED CONSTRUCTION SET AND SUBMITTING THE
REDUNED SET TO CINCULAR WIRELESS, LLC. UPON COMPLETION.
20. FOR COLLOCATION SITES: CONTACT TOWER OWNER REPRESENTATIVE FOR
PARTICIPATION IN BID WALK.
21. GENERAL CONTRACTOR 15 TO COORDINATE ALL POWER INSTALLATION WITH
POWER COMPANY AS REOUIRED. CONTRACTOR TO REPORT POWER
INSTALLATION COOROINATION SOLUTION(S) TO NETWORK CARRIER
REPRESENTATIVE. PROJECT CONSTRUCTION MANAGER AND ARCHITECT.
22. ANY SUBSTITUTIONS (IF MATERIALS AND /OR EQUIPMENT, MUST BE APPROVED
BY CINCULAR CONSTRUCTION MANAGER.
23. IN THE CASE OF ROOFTOP SOLUTIONS FOR EQUIPMENT AND /OR ANTENNA
FRAMES WHERE PENETRATION OF EXISTING ROOFING MATERIALS OCCUR, THE
GENERAL CONTRACTOR SHALL COORDINATE WITH BUILDING OWNER AND
BUILDING ROOFING CONTRACTOR OF RECORD FOR INSTALLATION, PATCH,
REPAIR OR ANY AUGMENTATION TO THE ROOF, AND HAVE THE WORK
GUARANTEED UNDER THE ROOFING CONTRACTOR'S WARRANTY FOR MOISTURE
PENETRATION OR AND OTHER FUTURE BREACH OF ROOFING INTEGRITY
1 GENERAL NOTES
GENERAL NOTES (CONT'D).
24. IN THE CASE OF ROOFTOP SOLUTIONS WITH THE INSTALLATION OF ANTENNAS WITHIN
CONCEALED (SHROUDED) SUPPORT FRAMES OR TRIPODS, THE GENERAL CONTRACTOR
SHALL COORDINATE WITH THE FRP DESIGNER/FABRICATOR TO ENSURE THAT THE FINAL
FRP SHROUD 5 SIMULATING (IN APPEARANCE) DESIGNATED EXISTING EXTERIOR BUILDING
FACADE MATERIALS, TEXTURES, AND COLORS. THE CONTRACTOR SHALL FURTHERMORE
ENSURE THE USE OF COUNTERSUNK FASTENERS IN ALL FRP CONSTRUCTION. WHEN
PHOTOSIMULATIONS ARE PROVIDED. THE CONTRACTOR SHALL ENSURE THAT FINAL
CONSTRUCTION REPRESENTS WHAT 15 INDICATED IN PHOTOSIMULATION. SHOP DRAWINGS
SHALL BE PROVIDED TO THE GENERAL CONTRACTOR, CONSTRUCTION COORDINATOR, AND
ARCHITECT PRIOR TO FABRICATION AND CONSTRUCTION.
25. TN THE CASE OF ROOFTOP SOLUTIONS FOR EQUIPMENT AND /OR ANTENNA FRAMES
WHERE ANCHORING TO A CONCRETE ROOF SLAB 15 REQUIRED, CONTRACTORS SHALL
CONFIRM (PRIOR TO SUBMITTING 810) WITH CONSULTING CONSTRUCTION COORDINATOR
AND ARCHITECT THE PRESENCE OF POST TENSION TENDONS WITHIN THE ROOF SLAB
RESULTING FROM AN UNDOCUMENTED DESIGN CHANGE IN THE EXISTING BUILDING
AS -BUILT DRAWING SET" HAVING INDICATED AN ORIGINAL DESIGN SOLUTION OF
REINFORCED CONCRETE W/ EMBEDDED STEEL REBAR. IN THE EVENT POST TENSION
SLAB SOLUTION IS PRESENT. CONTRACTOR SHALL INCLUDE PROVISIONS FOR X -RAY
PROCEDURES (INCLUDED IN BID) FOR ALL PENETRATION AREAS WHERE ANCHORING
OCCURS.
25. GENERAL At SUB CONTRACTORS SHALL USE STAINLESS STEEL. METAL LOCKING TIES FOR
ALL CABLE TRAY TIE DOWNS AND ALL OTHER GENERAL TIE DOWNS (WHERE
APPUCABLE). PLASTIC ZIP TIES SHALL NOT BE PERMITTED FOR USE ON CINCULAR
PROJECTS. RECOMMENED MANUFACTURE SHALL 8E PANDUIT CORP METAL LOCKING TIES
MODEL N0. MLT4S -CP UNDER SERIES -304 (OR EQUAL). PANDUIT PRODUCT
DISTRIBUTED BY TRIARC OF TACOMA. WA.
DESIGN CRITERIA.
1. THE DESIGN OF THIS PROJECT I5 IN ACCORDANCE WITH THE
INTERNATIONAL BUILDING CODE 2003 WITH WASHINGTON STATE BUILDING
CODE AMENDMENTS (2003 IBC AND NEC 2002).
GENERAL CONCRETE NOTES.
1. ALL CONCRETE CONSTRUCTION SHALL BE IN ACCORDANCE WITH ACI -318.
2. CONCRETE SHALL BE MIXED. PROPORTIONED. CONVEYED AND PLACED IN
ACCORDANCE WITH CHAPTER .19 OF THE 2003 IBC. STRENGTHS AT 28 DAYS
AND MIX CRITERIA SHALL BE AS FOLLOWS.
TYPE OF CONSTRUCTION
A. SLABS ON GRADE
TOPPING SLABS
CONCRETE PIERS
8. ALL STRUCTURAL CONCRETE
EXCEPT WALLS
C. CONCRETE WALLS
28 DAY STRENGTHS
(I'c)
W/C
RATIO
2.400 PSI 5 45
4,000 1.51 5 45
4,000 P51 5 45
MINIMUM CEMENT
CONTENT
PER CUBIC YARD
5 1/2 SACKS
6 1/2 SACKS
7. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A -185.
8. SPIRAL REINFORCEMENT SHALL BE PLAIN WIRE CONFORMING TO ASTM A615,
GRADE 60, Ty =60,000 PSI.
9. NO BARS PARTIALLY EMBEDDED IN HARDENED CONCRETE SHALL BE FIELD BENT
UNLESS SPECIFICALLY 50 DETAILED OR APPROVED 8Y THE CONSULTANT
6 1/2 SACKS
CEMENT SHALL BE ASTM C150, PORTLAND CEMENT TYPE II U.N.O.
3. THE GENERAL CONTRACTOR SHALL SUPERVISE AND BE RESPONSIBLE FOR THE
METHOOS AND PROCEDURES OF CONCRETE PLACEMENT.
4. ALL CONCRETE WITH SURFACES EXPOSED TO STANDING WATER SHALL 8E
AR- ENTRAINED WITH AN AIR- ENTRAINING AGENT CONFORMING TO ASTM 0260,
C494, C618, C989 AND C1017 TOTAL AIR CONTENT SHALL BE IN
ACCORDANCE WITH TABLE 1904.2.1 OF THE 2003 IBC.
5. REINFORCING STEEL SHALL CONFORM TO ASTM A615 (INCLUDING SUPPLEMENT
S1). GRADE 80. y =60,000 PSI. EXCEPTIONS: ANY BARS SPECIFICALLY 50
NOTED ON THE DRAWINGS SHALL BE GRADE 40, Ty =40,000 PSI. GRADE 60
REINFORCING BARS INDICATED ON DRAWINGS TO BE WELDED SHALL CONFORM
TO ASTM A706. REINFORCING COMPLYING WITH ASTM A615(51) MAY BE
WELDED ONLY IF MATERIAL PROPERTY REPORTS INDICATING CONFORMANCE WITH
WELDING PROCEDURES SPECIFIED IN A.W.S. 014 ARE SUBMITTED.
6. REINFORCING STEEL SHALL BE DETAILED (INCLUDING HOOKS AND BENDS) IN
ACCORDANCE WITH ACT 315 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 8' AT SIDES AND ENDS.
CONCRETE NOTES (CONT'D).
10. CONCRETE PROTECTION (COVER) FOR REINFORCING STEEL SHALL BE AS
FOLLOWS:
FOOTINGS AND OTHER UNFORMED 3'
SURFACES. EARTH FACE
FORMED SURFACES EXPOSED #6 BARS OR LARGER) 2'
TO EARTH OR WEATHER (85 BARS OR SMALLER) 1 1 /2'
SLABS AND WALLS (INTERIOR FACE) 3/4'
11. BARS SHALL BE SUPPORTED ON CHAIRS OR DOBIE BRICKS.
12. ANCHOR BOLTS TO CONFORM TO ASTM A307
13. NON- SHRINK GROUT SHALL BE FURNISHED BY AN APPROVED MANUFACTURER
AND SHALL BE MIXED AND PLACED IN STRICT ACCORDANCE WITH THE
MANUFACTURER'S PUBUSHED RECOMMENDATIONS. GROUT STRENGTH SHALL BE
AT LEAST EQUAL TO THE MATERIAL ON WHICH 77 I5 PLACED (3,000 PSI
MINIMUM).
14. ALL EXPANSION ANCHORS TO BE HILT1 BRAND. ADHESIVE ANCHORS REQUIRE
TESTING TO CONFIRM CAPACITY UNLESS WANED BY ENGINEER.
STRUCTURAL STEEL NOTES.
1. SHOP DRAWINGS FOR STRUCTURAL STEEL SHALL BE SUBMITTED TO THE
CONSULTANT FOR REVIEW PRIOR TO FABRICATION.
2. STRUCTURAL STEEL DESIGN. FABRICATION AND ERECTION (INCLUDING FIELD
WELDING, HIGH STRENGTH FIELD 80LONG. EXPANSION BOLTS, AND THREADED
EXPANSION ANCHORS) SHALL BE BASED ON THE A.I,S.C. "SPECIFICATION FOR
THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR
BUILDINGS" LATEST EDITION. SUPERVISION SHALL BE IN ACCORDANCE WITH
2003 IBC CHAPTER 22, BY A OUAUFIEO 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 A38, Fy 36 KSI
ASTM A572, Fy.50 K51
ASTM A53, Fy 35 K51
ASTM A500, Fy 48 KSI
A5TM A307
ASTM A325 TWIST -OFF -TYPE
FABRICATION PER
4. ALL MATERIAL TO BE HOT DIPPED GALVANIZED AFTER
Al23/Al23M -00.
5. ALL WELDING SHALL BE IN CONFORMANCE WITH AI.S.C. AND AWS STANDARDS
AND SHALL BE PERFORMED BY WAB.O. CERTIFIED WELDERS USING E70 XX
ELECTRODES. ONLY PREOUALIFTED WELDS (AS DEFINED BY AW5) SHALL BE
USED. WELDING OF GRADE 60 REINFORCING BARS (IF REQUIRED) SHALL BE
PERFORMED USING LOW HYDROGEN ELECTRODES. WELDING OF GRADE 40
REINFORCING BARS (IF REQUIRED) SHALL 8E PERFORMED USING E70 XX
ELECTRODES. WELDING WITHIN 4" OF COLD BENDS IN REINFORCING STEEL 15
NOT PERMITTED. SEE REINFORCING NOTE FOR MATERIAL REQUIREMENTS OF
WELDED BARS.
6. COW -FORMED STEEL FRAMING MEMBERS SHALL BE OF THE SHAPE, SIZE, AND
GAGE SHOWN ON THE PLANS. PROVIDE MINIMUM SECTION PROPERTIES
INDICATED. ALL COLD -FORMED STEEL FRAMING SHALL CONFORM TO THE A.1.5.5.
'SPECIFICATION FOR THE DESIGN OF COLD FORMED STEEL STRUCTURAL
MEMBERS.
7 BOLTED CONNECTIONS SHALL USE BEARING TYPE ASTM A325 BOLTS (3/4' DIA.)
AND SHALL HAVE A MINIMUM OF TWO BOLTS UNLESS NOTED OTHERWISE.
8. NON STRUCTURAL CONNECTIONS FOR STEEL GRATING MAY USE 5/8" DIA. ASTM
A307 BOLTS UNLESS NOTED OTHERWISE
9. ALL STEEL WORK SHALL BE PAINTED IN ACCORDANCE WITH THE DESIGN
CONSTRUCTION SPECIFICATION AND IN ACCORDANCE WITH ASTM A36 UNLESS
NOTED OTHERWISE.
10. ALL WELDS TO BE I/4" FILLET UNLESS NOTED OTHERWISE.
11. TOUCH UP ALL FIELD DRILLING AND WELDING WITH 2 COATS OF GALVACON (ZINC
RICH PANT) OR APPROVED EQUAL
TOWER /POLE NOTES.
VERIFICATION THAT THE EXISTING TOWER /POLE CAN SUPPORT THE PROPOSED ANTENNA
LOADING 15 TO BE DONE BY OTHERS.
2. PROVIDE SUPPORTS FOR THE ANTENNA COAX CABLES TO THE ELEVATION OF ALL INITIAL
AND FUTURE ANTENNAS. ANTENNA COAX CABLES ARE TO BE SUPPORTED AND
RESTRAINED AT THE CENTERS SUITABLE TO THE MANUFACTURER'S REQUIREMENTS.
ABBREVIATED ROOF TOP SAFETY PROCEDURES
(WHEN APPLICABLE).
(AS PER "ACCIDENT PREVENTION PROGRAM" BY PERMISSION OF WREN
CONSTRUCTION, INC. 03/01/99)
FALL PROTECTION METHODS AND EQUIPMENT
ROOF TOP INSTALLATIONS
1. FOR WORK I5 BEING PERFORMED WITHIN 25' OF AN UNPROTECTED ROOF
EDGE. THE CONSTRUCTION SUPERVISOR SHALL DESIGNATE A TRAINED
SAFETY MONITOR TO OBSERVE THE MOVEMENTS AND ACTMTIES OF THE
CONSTRUCTION WORKERS.
2. SAFETY MONITOR SHALL WARN CONSTRUCTION WORKERS OF HAZARDS (I.E.,
BACKING UP TOWARD A ROOF EDGE. ETC.) OR UNSAFE ACTIVITIES. THE
SAFELY MONITOR MUST BE ON THE SAME ROOF AND WITHIN VISUAL AND
VERBAL DISTANCE OF THE CONSTRUCTION WORKERS.
3. 'CONSTRUCTION INVOLVING WORKERS TO APPROACH WITHIN 6' OR LESS OF
AN UNPROTECTED ROOF EDGE. REQUIRES WORKERS TO USE SAFETY UNE.
4. SAFETY LINE SHALL BE MINIMUM K" DIAMETER NYLON, WITH A NOMINAL
TENSILE STRENGTH OF 5400 LBS.
5. SAFETY UNE SHALL BE ATTACHED TO A SUBSTANTIAL MEMBER OF THE
STRUCTURE
8. SAFETY UNE LENGTH SHALL BE SET ALLOWING CONSTRUCTION WORKER TO
REACH EDGE OF ROOF BUT NOT BEYOND.
7 SAFETY BELTS SNAIL BE WORN BY ALL CONSTRUCTION WORKERS.
B. MONTHLY SAFETY INSPECTION AND MAINTENANCE OF THE FALL PROTECTION
EQUIPMENT SHALL OCCUR BY THE SAFETY COMMITTEE REPRESENTATIVES,
INCLUDING:
INSPECTION OF CONSTRUCTION AREA FOR HAZARDS
USE OF AN INSPECTION CHECKUST
INTERVIEWING COWORKERS REGARDING SAFETY CONCERNS
REPORTING ANO DOCUMENTING ANY HAZARDS
REPORTING HAZARDS 70 THE SAFETY COMMITTEE FOR CONSIDERATION
POSTING RESULTS OF INSPECTION AND ANY ACTION TAKEN
RECEIVING AN UNBIASED REVIEW OF ONE 5 OWN WORK AREA BY ANOTHER
COWORKER SAFETY REPRESENTATIVE
REFER TO ROOFTOP WORK AREA SAFETY PROTOCOL
NATIONAL ASSOCIATION OF TOWER ERECTORS 2000 PUBUCATION
REFERENCED 05HA REGULATION /STANDARDS SHALL BE REVIEWED BY TOWER
ERECTORS.
EQUIPMENT INSTALLERS, AN0 TOWER /ROOF TOP CONTRACTORS /SUBCONTRACTORS
29 CFR 1926.500 SCOPE APPLICATION. AND DEFINITIONS
29 CFR 1926.501 DUTY TO HAVE FALL PROTECTION
19 CFR 1926.502 FALL PROTECTION SYSTEMS CRITERIA AND
PRACTICES
SYMBOLS AND ABBREVIATIONS
A/C AR CONDITIONING
AGL ABOVE FINISH GRADE
APPROX APPROXIMATELY
BLDG BUILDING
BLK BLOCKING
CLG CEIUNG
CLR CLEAR
CONC CONCRETE
CONST CONSTRUCTION
CONT CONTINUOUS
DBL DOUBLE
DIA DIAMETER
W AG DIAGONAL
ON DOWN
057 DETAIL
DWG DRAWING
EA EACH
ELEV ELEVATION
ELEC ELECTRICAL
10 EQUAL
EQUIP EQUIPMENT
EXT EXTERIOR
FIN FINISH
FLUOR FLOURESCENT
71.8 FLOOR
FT FOOT
GA GAUGE
GALV GALVANIZED
GC GENERAL CONTRACTOR
CRND GROUND
GYP BD GYPSUM WALL BOARD
T- TELEPHONE
-E- POWER
0- GROUND WIRE
-COAX- COAXIAL CABLE
.Q ANTENNA
CENTERUNE
[1] EXISTING
(N) NEW
1 DETAIL NUMBER
1 SHEET NUMBER
HORZ HORIZONTAL DO SHEET
HR HOUR 51M SIMILAR
HT HEIGHT SPEC SPECIFICATTON
HVAC HEATING 5F SQUARE FOOT
VENTILATION 55 STAINLESS STEEL
AIR CONDITIONING 51L STEEL
STRUCT STRUCTURAL
D N51DE DIAMETER STD STUD
N NCH 5115P SUSPENDED
1470 NFORMATION
N SUL NSULATION THR11 THROUGH
N T NTERIOR TANG TINNED
B C NTERNATIONAL TYP TYPICAL
BUILDING CODE
UNO UNLESS NOTED
L85 POUNDS OTHERWISE
MAX MAXIMUM
M ECH MECHANICAL VERT VERTICAL
MIL METAL W7 VERIFY IN FIELD
MFR MANUFACTURE
MGR MANAGER W/ WITH
MIN MINIMUM W/0 WITHOUT
MI5C MISCELLANEOUS WP WATER PROOF
NA NOT APPLICABLE
NIC NOT IN CONTRACT
NTS NOT TO SCALE
OC ON CENTER
OD OUTSIDE DIAMETER
PLYWD PLYWOOD
PROD PROJECT
PROP PROPERTY
PT PRESSURE TREATED
REO REQUIRED
RM ROOM
RO ROUGH OPENING
1 SCALE
N.T•
5713
U
X
V., REGISTERED
ARCFJECT
CENNETri D. CAMP
ATE OF WASHINGTON
M- 1
M E III I 1
I 1
1 1
Architects Engineers, P.0
4720 MOTH STREET 5W, SUIT 200 1
LYNNW000, WA 98005
PHONE: (4251 670 -6651
DATE: 08/08/2005
DRAWN 8Y• CRW
CHECKED 8Y• EJC
REVISIONS
DATE I DESCRIPTION I BY
O6 /12IISSUED FOR KITH
2005 90X CD REVIEW
07/20I15511ED FOR ILL
2005 CONSTRUCTION
08 /08I155UE0 FOR FINAL IEML
2005 CONSTRUCTION
SITE NUMBER
PA0825 (WA718)
W PORT ANGELES
1.303 W 8TH STREET
PORT ANGELES, WA
98363
G -1
KEYED NOTES
O EXISTING CIRCULAR ERICSSON GSM 1900 CABINET
2Q EXISTING CIRCULAR UTIUTY RACK W/ 100A SERVICE
(100 AMP TO BE UPGRADED TO 200 AMP)
3Q EX1571NC CIRCULAR 1O' -0" X 15 -8" CONCRETE SLAB
EXISTING CIRCULAR U.C. COAX ROUTE (EXISTING 1 -5/8"
COAX TO BE REMOVED AND REPLACED) (APPROX. 112' -D "t)
EXISTING CIRCULAR CABLE TRAY W/ DIPLEXER RACK
EX51190 6' -0" HIGH CHAIN LINK FENCE (W/ GREEN SLATS)
07 EXISTING 95 -0" HIGH MONOPOLE
EXISTING 12' -0" WIDE ACCESS GATE
0 EXISTING DOGHOUSE
1. PRIOR TO THE SUBMISSION OF BIDS. THE BIDDING CONTRACTOR SHALL VISIT THE CELL SITE TO
FAMILIARIZE WITH THE EXI51190 CONDITIONS AND TO CONFIRM THAT THE WORN CAN BE ACCOMPUSHED
AS SHOWN ON THE CONSTRUCTION DRAWINGS. ANY DISCREPANCY FOUND SHALL BE BROUGHT 70 THE
ATTENTION OF CONTRACTOR.
2. CONTRACTOR SHALL VERIFY ALL EXISTING 01M6491041 AND CONDITIONS PRIOR TO COMMENCING ANY
WORK ALL DIMENSIONS OF EXISTING CONSTRUCTION SHOWN ON THE DRAWINGS MUST RE VERIFIED.
CONTRACTOR SHALL NOTIFY THE COMPACTOR OF ANY DISCREPANCIES PRIOR TO ORDERING MATERIAL
OR PROCEEDING WITH CONSTRUCTION.
3. THE EX1STINC CELL SITE IS IN FULL COMMERCIAL OPERATION. ANY CONSTRUCTION WORK BY
CONTRACTOR SHALL NOT DISRUPT THE EX1511140 NORMAL OPERATION ANY WORK ON E 151410
EQUIPMENT MUST BE COORDINATED WITH CONTRACTOR. AL50, WORK SHOULD BE SCHEDULED FOR AN
APPROPRIATE MAINTENANCE WINDOW USUALLY IN LOW TRAFFIC PERIODS AFT MIDNIGHT.
4. SINCE THE CELL SITE IS ACTIVE. ALL SAFETY PRECAUTIONS MUST BE TAKEN WHEN WORKING AROUND
HIGH LEVELS OF ELECTROMAGNETIC RADIATION. EQUIPMENT SHOULD DE SHUTDOWN PRIOR TO
PERFORMING ANY WORK THAT COULD EXPOSE THE WORKERS TO DANCER. PERSONAL RE EXPOSURE
MONITORS ARE ADVISED TO BE WORN TO ALERT OF ANY OANCEROUS EXPOSURE LEVELS.
1 CONTRACTOR SHALL DETERMINE ACTUAL ROUTING OF CONDUIT. POWER AND TI CABLES, GROUNDING
CABLES. CONTRACTOR SHALL L./GLEE EXISTING TRAYS ANO /OR SHALL ADD NEW TRAYS AS NECESSARY.
CONTRACTOR SHALL CONFIRM THE ACTUAL ROUTING WITH THE CONTRACTOR.
8. CONTRACTOR 5HALI. LEGALLY AND PROPERLY DISPOSE OF ALL SCRAP MATERIALS SUCH AS COAXIAL
CABLES AND OTHER HEIRS REMOVED FROM THE EXISTING FACIUIY. ANTENNAS REMOVED SHALL BE
RETURNED TO THE OWNER'S DESIGNATED LOCATOR,
GENERAL NOTES
11 EXISTING EQUIPMENT LAYOUT
THIS IS NOT A SITE SURVEY
1 ALL PROPERTY BOUNDARIES, ORIENTATION OF TRUE NORTH AND
STREET HALF WIDTHS H4VE BEEN OBTAINED FROM A TAX
PARCEL MAP AND EXISTING DRAWINGS AND ARE APPROXIMATE
I24" sCALE:
1riX17
1/2"...1
KEYED NOTES
OI o 90151ING 01NGULAR ERICSSON GSM 1900 CABINET
EXISTING CIRCULAR UTILITY RACK
(100 MAP TO BE UPGRADE TO 200 AMP)
EXISTING CIRCULAR 10' -0" X 15' -6" CONCRETE SLAB
EXISTING CIRCULAR U.G. COAX ROUTE (EXISTING 1 -5/8"
COAX TO BE REMOVED AND REPLACED) (APPROX 112' -0't)
EXISTING CIRCULAR CABLE TRAY W/ DIPLEXER RACK
EXISTING 6' -0" HIGH CHAIN LINK FENCE (W/ GREEN SLATS)
O7 EXISTING 95 -0" 14CH MONOPOLE
EXISTING 12' -0" WIDE ACCESS GATE
0 EXISTING DOGHOUSE
NEW COAX ENTRY PORT IN E 0S11NG DOGHOUSE
TI NEW CIRCULAR ARGUS Te20 POWER ENCLOSURE
(SEE 0ETN15 7,10/9 -3)
101 NEW CIRCULAR NOKIA 48V ULTRA5ITE CABINET
(SEE GUARS 0,6.8.10/A -3)
FUTURE CIRCULAR NOKIA 48V ULTRA5ITE CABINET
(SEE DETAILS 5.6,8,10/9 -3)
14 NEW CIRCULAR (12) 7/6" COAX W/ (12) DIPLECERS
(REMOVE EXISTING 1 -5/8" COAX AND ROUTE NEW COAX WITHIN
EXISTING (4) 5" CONDUITS, (3) COAX PER CONDUIT)
NEW CIRCULAR POWERWAVE 7782 ANTENNAS WITH R.ET. TO
REPLACE EXISTING ANTENNAS (7111 OF 3, 1 PER SECTOR)
(SEE DETAILS 2,9/9 -3 1.2,3.4/A -4)
1® NEW CIRCULAR GP5 ANTENNA (SEE DETAIL 1/9 -3)
NEW CIRCULAR COAX SUPPORT RACK (TYP) (SEE DETAIL 4/A-3)
21 NEW EQUIPMENT LAYOUT
THIS IS NOT A SITE SURVEY
1 ALL PROPERTY BOUNDARIES, ORIENTATION OF TRUE NORTH AND
STREET HALF WIDTHS HAVE BEEN OBTAINED FROM A TAX
PARCEL MAP AND EXISTING DRAWINGS AND ARE APPROXIMATE.
i' 4' 124"X36' SCALE: .1/2'.1' -0"
I I117L17" SCALE: 1/4 -1'-0'
U
t) Stu
ARCHIT
NETtI D CAMP
S OF WASHINGTON.
M II
=El 1
h i l l
KDC
Architects Engineers. P.(
4720 200TH STREET 5W. SUITE 200
LYNNWOOD, WA 08036
PHONE: (425) 970 -6651
DATE. 08/08/2005
DRAWN 8Y• CRW
CHECKED BY. EJC
REVISIONS
DATE I DESCRIPTION BY
26 /12IISSUEO FOR k m 2005 90X CD REVIEW r
57/201ISSUE0 FOR IEML
2005 CONSTRUCTION
58/08II1550E0 FOR FINAL ICNL
2005 (CONSTRUCTION t`
SITE NUMBER
PA0825 (WA71 8)
W PORT ANGELES
1303 W 8TH STREET
PORT ANGELES, WA
98363
A -1
1 PAINT NOTE.
ALL NEW ANTENNAS, ANTENNA MOUNTS AND MOUNTING
HARDWARE TO BE PAINTED TO MATCH EXISTING SITE
CONDITIONS
I FENCE NOTE.
I EXISTINC 6' -0" HIGH CHAIN LINK FENCE SHOWN OASHED IN
ELEVATIONS FOR CLARITY
T.O. EXISTING MONOPOLE
95' -0"
T.O. EXISTING CINCULAR ANTENNAS
h C.L OF EXISTING CINGULAR ANTENNAS
92 -0
B.O. EXISTING CINCULAR ANTENNAS
90' -0"
T.O. EXISTING UGHT STANDARD
75' -4"
1 1 EXISTING EAST ELEVATION
COAX COAX
4
GRADE,
0• -0• �T
EXISTING 95' -0" HIGH
MONOPOLE
NEW CINGULAR POWERWAVE
7782 ANTENNAS TO REPLACE
EXISTING ANTENNAS
(TYP OF 3, 1 PER SECTOR)
NEW CINGULAR DOCHOU5
AT BASE OF POLE
KEYED NOTES
(a41)N.Z.
0 EXISTING CINGULAR ERICSSON GSM 1900 CABINET
Q2 EXISTING CINCULAR UTILITY RACK W/ 100A SERVICE
(100 AMP TO BE UPGRADED TD 200 AMP)
EXISTING CINGULAR 10' -0" X 15' -8" CONCRETE SLAB
0 EXISTING CINCULAR U.G. COAX ROUTE
(EXISTING 1 -5/8' COAX TO BE REMOVED AND REPLACED)
(APPROX. 112' -O'±)
Q EXISTING CINGULAR CABLE TRAY W/ DIPLEXER RACK
EXISTING 6' -0" HIGH CHAIN LINK FENCE (W/ GREEN SLATS)
Q EXISTING 95' -0" HIGH MONOPOLE
EXISTING DOGHOUSE
GRADE
D -0
31 NEW ANT LAYOUT1 41 8' 14N311' SCALE:
11 SCALE:
1 KEYED NOTES
p1 EXISTING CINGULAR ERICSSON GSM 1900 CABINET
p2 EXISTING CINGULAR UTILITY RACK
(100 AMP TO BE UPGRADE TO 200 AMP)
p3 EXISTING CINGULAR 10' -0" X 15' -8' CONCRETE SLAB
EXISTING CINGULAR U.G. COAX ROUTE (EXISTING 1 -5/6" COAX TO
BE REMOVED AND REPLACED) (APPROX. 1 12'-O'±)
Q EXISTING CINGULAR CABLE TRAY W/ DIPLEXER RACK
EXISTING 6' -0" HIGH CHAIN LINK FENCE (W/ GREEN SLATS)
Q7 EXISTING 95' -O" HIGH MONOPOLE
0 EXISTING 12' -0" WIDE ACCESS GATE
p EXISTING DOGHOUSE
NOT USED
NEW CINGULAR ARGUS Te20 POWER ENCLOSURE
(SEE DETAILS 7,10/A -3)
NEW CINGULAR NOKIA 48V ULTRASITE CABINET
(SEE DETAILS 5,6,8.I0/A -3)
FUTURE CINGULAR NOKIA 45V ULTRASITE CABINET
(SEE OETAILS 5.6,13.10/A -3)
NEW CINGULAR (12) 7/8' COAX W/ (12) DIPI.EXERS
E (4) 6 CONDUITS, DUSTING ITS, (3) COAX PER/�CONDUIT) OAX WITHIN
NEW CINGULAR P 7782 ANTENNA WIH R.E.T. TO
REPLACE EXISTING ANTENNAS OW OF 3, 1 PER SECTOR)
(SEE DETAILS 2,9/A -3 1.2.3.4/4 -4)
G. NEW CINGULAR GPS ANTENNA (SEE DETAIL 1 /A -3)
NEW CINGULAR COAX SUPPORT RACK (TIP) (SEE DETAIL 4 /A
4 '1 1241.1(31; s cALE 1's'sr -a 21 NEW EAST ELEVATION
1 PAINT NOTE.
ALL NEW ANTENNAS. ANTENNA MOUNTS AND MOUNTING
HARDWARE TO BE PAINTED TO MATCH EXISTING SITE
CONDITIONS
1 FENCE NOTE.
EXISTING 6' -0" HIGH CHAIN UNK FENCE SHOWN DASHED IN
ELEVATIONS FOR CLARITY
COAX
T.O. EXISTING MONOPOLE
95' -0"
T.O. NEW CINGULAR AN NITS
95' -0"
C.L. OF NEW CINGU ANTENNAS
91'-8
8A. NEW CINCULAR NITS
8T -71'
.0. EXISTING UGHT STANDARD
75' -4"
COAX COAX
COAX
GRADE
II I1 I'kiT SCALE: 1/15.1' -0'
57
REGIS r.HLU
RC! /I ECT
-;ENNETrH D. CAMP
S ATE OF WASHINGTON
WW 1 r 1
MN I. 1 1
111 11
111 11 I 1 I
Architects Enyyineels P
4720 20078 STREET SW, SUIT 20
LTNNW000, WA 99036
PHDNE� 14251 670 -6651
DATE: 08/08/2005
DRAWN BY' CRW
CHECKED BY EJC
REVISIONS
DATE 1 DESCRIPTION I B
36 /121ISSUED FOR
2005 905 CD REVIEW
37 /20IISSUEO FOR
2005 CONSTRUCTION
38 /08I FOR FINAL
2005 CONSTRUCTION
A -2
�CF
1N
SITE NUMBER
PA0825 (WA718)
W PORT ANGELES
1.303 W 8TH STREET
PORT ANGELES, WA
98363
1 I GPS ANTENNA DETAIL
oB
VALMONT MICROFLECT
UNIVERSAL PIPE
ADAPTER INT PMT N0.
81534
EXISTING ICE BRIDLE POST
OR SIMILAR POST.
NOTES:
LOCATION OF ANTENNA MUST HAVE CLEAR VIEW OF SOUTHERN SKY
AND CANNOT HAVE ANY BLOCKAGES EXCEEDING 255 OF THE
SURFACE AREA OF A HEMISPHERE MOUND THE GPS ANTENNA
2. ALL GPS ANTENNA LOCATIONS MUST RE ABLE TO RECEIVE CLEAR
SIGNALS FROM A MINIMUM OF FOUR (4) SATELLITES. VERIFY WITH
HANDHELD 0P5 BEFORE FINAL LOCATION OF CPS ANTENNA.
3. THE WEIGHT OF THE ANTENNA MOUNT IS 6.5 L85.
4. IF ICE 6RIOGE OR 5165!46 POST 15 NOT GROUNDED, GROUND WITH As AWO
TINNED BARE COPPER WIRE EXOTHERMICALLY BONDED TO POST AND
CONNECTED TO GROUND RING.
30.00' [782.0) I
1
.1910T ._1(10
_ELEVATION
E911 -GPS ANTENNA PIPE MOUNT
GPS ANTENNA
,fi
1 1/4' NOMINAL DIAMETER (5.66'
ACTUAL 0.0.) X 2' -0' MAX.
SCHEDULE 40 GALVANIZED STEEL
MOUNTING PIPE
(SEE NOTE 4)
COAX CABLE
5 I ULTRASITE PERSPECTIVE
0
25.00" [635.0]
L
1
30.00" [782.0]
RIGHT sips 617‘1
7 1 ARGUS Te20 CABINET DETAIL
2 ANTENNA MOUNTING DETAIL
8CALE
NTS
SCALE:
N.TS
6 I ULTRASITE FRONT ELEV
NOTES
I). THE NUMBER OF CONNECTORS ,v•
WILL VARY BASED ON ANTENNA
TYPE.
OUTDOOR
ARGUS Te20
NOKIA ULTRASITE
CABINET
CABINET
OUT000R
ULTRASITE BTS ARGUS Te20
DIRECTION
CABINET REAR AND WALL
CABINET RIGHT /LEFT SIDE AND WALL
ABOVE TH0 CABINET
IN FRONT OF THE CABINET
PARTS.
1 ITEM 1
I U I
C) I
074
CONTRACTOR TO VERIFY EXACT PARTS UST AND ANTENNA
INSTAUATION WITH MANUFACTURERS SPECIFICATIONS AND
CONSTRUCTION MANAGER
8 I NOKIA CABINET DETAIL
m
OPTIONAL 006675LT
e'e BRACKET
PANEL ANTENNA (TYP)
VERIFY WITH RF DATA
SHEET
PIPE MOUNT (TYP)
VALMONT MICROFLECT PART
EO1478 OR APPROVED
DESCRIPTION
STANDARD MOUNTING BRACKET
DOWNTILT BRACKET PER
MANUFACTURER SPECS
NOKIA OUTDOOR DIMENSIONS
DEPTH x WIDTH x HEIGHT
29.5'x30,3 "x76.4" -NOTE 1
(750mm 770mm 1940mm)
NOKIA OUTDOOR WEIGHT SLAB LOADING
CABINET I APPROX. MAX. WT 1MAX. SLAB LOADING
OUTDOOR 844.8 LBS 138 LEIS /FP
ULTRASITE BTS (384 KG) (671 KG /M')
NOKIA OUTDOOR MINIMUM CLEARANCES
MINIMUM CLEARANCE
0' (Omm)
0' (Omm)
30' (762mm)
36" 40'(NOTE 1) 48'(NOTE 2)
CON172ETF CONSTRUC MID
1. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH A.C.I. 301 A.C.I. 318 AND
THE SPECIFICATION CAST -IN -PLACE CONCRETE.
2. UNLESS NOTED OTHERWISE. ALL CAST -IN -PLACE CONCRETE SHALL BE NORMAL WEIGHT,
AIR- ENTRAINED CONCRETE WITH A MINIMUM COMPRESSIVE STRENGTH OF 2500
POUNDS PER SQUARE INCH AT 28 DAYS. TYPE V PORTLAND CEMENT
WILL BE USED WITH A MAXIMUM AGGREGATE SIZE OF 3/4" AND 65 *15 AIR
ENTRAINMENT. AU. CONCRETE WILL HAVE A MAXIMUM WATER /CEMENT (W /C) RATIO OF 0.48.
3. ALL CONCRETE FLATWORK SHALL HAVE A STIFF BROOM FINISH AND HAVE A SLOPE OF
1/8" PER FOOT UNLESS NOTED OTHERWISE.
4. REINFORCING BARS SHALL BE NEW BILLET STEEL CONFORMING TO A.S.T.M. A615.
GRADE 60. DEFORMED.
5. DETAIL FABRICATE AND ERECT REINFORCEMENT BARS, INCLUDING BAR SUPPORTS.
SPACERS, ETC. IN ACCORDANCE WITH "DETAILING OF CONCRETE REINFORCEMENT'
(4.0.5. 315 -80. REV. 1986).
6. UNLESS OTHERWISE NOTED. ALL LAP SPLICES SHALL BE CLASS B CONFORMING TO ACI 310 -95.
7 A CHAMFER OF 3/4' SHALL BE PROVIDED AT ALL EXPOSED EDGES OF CONCRETE IN
ACCORDANCE WITH A.C.I. 301 SECTION 4.2.4 UNLESS OTHERWISE NOTED.
8. CONCRETE WORK SHALL BE COORDINATED W1TH THE MECHANICAL, EQUIPMENT
AND ELECTRICAL WORK TO ASSURE THAT ALL AFFECTED PIPES, CONDUITS
INSERTS, E7C. ARE IN PLACE AND VERIFIED BEFORE PLACING CONCRETE.
9. CONCRETE COVER FOR REINFORCING BARS SHALL CONFORM TO THE FOLLOWING
UNLESS INDICATED OTHERWISE ON THE DRAWINGS:
CONCRETE EXPOSED TO WEATHER OR IN
CONTACT WITH GROUND 2 INCHES
CONCRETE CAST AGAINST EARTH- 3 INCHES
10 COORDINATE LOCATION OF STEEL ANCHOR BOLTS WITH STEEL FABRICATOR PRIOR TO
INSTALLATION IN FIELD.
11. CONTRACTOR SHALL PROVIDE SLEEVES FOR ALL WALL /SLAB PENETRATIONS (PIPING,
CONDUIT. ETC.)
3 1 CONCRETE NOTES
11 I NOT USED
'E
I N.T.S.
P
N
POWERWAVE 7030,00
TRIPLE BAND REMOTE
ELECTRONIC TILT UNIT
9 I R.E.T DETAIL
4.82"
AISC OUTAUT'INPUT
CONNECTORS
doj
I SCALE
1 NTS
I SCALS
N.T.S.
SCALE
NTS
r
I
6619180/ 15/1' r
CHANNEL PIEDO (IYP1
USE UNI5TRLR ROME
HARDWARE AT ALL
CONNECTIONS AND BASE
(56101607 OR SIMILAR
COLO FCRAIED STRUT
CHANNEL)
EXTEND UNI51867
RACK AS REOURE0_1
Ca
SUPPORT FRAME
(NOTES 1 t 3)
NEW OUTDOOR
CABINET
EXISTING CONCRETE
SLAB
REFER 10 ANCHOR
NOTE (1YP)
I�
N
1
24 4
30.3"
PUNTH OF
CABINET 1
29.6'
T
2. TELCO CONDUIT TO RE SHORT AS POSSIBLE.
I WC00
1. KEEP AREA BEHIND 910 IAPJNL7 CUM FOR COAX CABLES
CO51N0 FROM BELOW.
3. 01806606 FROM SUPPORT FRAME TO BACK OF BPS
CABINET WILL VARY BASED ON SITE COMMONS.
SECTION A -A
ANCHOR NOTE:
3/8" 0 THREADED RODS EMBEDDED 3" (MIN.) INTO CONCRETE
SLAB SECURED WITH HIL11 HY150 INJECTION ADHESIVE ANCHOR
7 6" :I, A
I
STEEL
8 "o
5" LI 10' i
PUNH OF
N CABINET 2
4 ``11
•x
I�.
A
22"
FOUNDATION I
MATERAL
EQUIPMENT ANCHOR PLAN
CONCRETE I WE000 ANC409 W/
I/O" HAM. 0148
UM516U1 ANGIE
BRACKET AND M
PLATE
4 !COAX SUPPORT RACK DETAIL
10 I CABINET ANCHORING DETAIL
BOLT !179
1 HLH CAP SCREW
I/O LC. LAG BOLT
NEW PUNITI
o
I
u D I V v
,q L ,q b o ,.per D
"'¢y c e'er c e'�t$ c e
ISC
N.T.S.
I SCALE
I N.TS
2
I-
CD
W
1
CC
0)
U
X
V 1 2L.�.IIJ 1 i-/ iLLT
ARCIECT
Nkit D CAMP
STATE OF WASHINGTOt4
NM I 1
I_ 1 1
1 .I
III 11
KDC Q
Architects 4720 70010 STREET GO,, S U E 2
LYNNWOOD, WA 98036
PHONE: (425) 670 -9651
DATE: 08/08/2005
DRAWN BY CRW
CHECKED BY. EJC
REVISIONS
DATE I DESCRIPTION I BY
28 /121ISSUED FOR �RW
2005 9000 CD REVIEW
07/2011555E0 FOR 1761
2005 CONSTRUCTION
28/081155500 FOR FINAL IeML
2005 CONSTRUCTION 1`
I I
SITE NUMBER
PA0825 (WA718)
W PORT ANGELES
1303 W 8TH STREET
PORT ANGELES, WA
98363
A -3
MOUNTING
BRACKET
4' PORT #3
GROUND LUG
NOTE:
DIPLEXER MODEL ANDREW 641280 -OF
1 6
PORT #1 PORT
7.32'
2.13'
1 I ANDREW DIPLEXER DETAIL
NOTE
1. FOR CINGULAR LOGO SEE CINGULAR LOGO DESIGN SPECIFICATIONS (PROVIDED BY CINGULAR)
2. ALL TEXT FONT IS ARIAL U.N.O.
3. CONTRACTOR TO PROCURE FCC NO. FROM KENN GEORGE (CINGULAR COMPLIANCE SPECIALIST)
PH: (425) 595 -8938
3/18' SS THROUGH
BOLT w/ re SS
WASHER OTHERSIOE.
(4) PLACES
r /T
1 I r
ar
1 1 /4'
9 1 CINGULAR SIGNAGE DETAIL
I SCALE=
5 3/4'
1 /8" WIDE STRIPE
cngu
BAC!)OSELECQMbIIJ JICATJONSFAC
`S fE
/1 _[TE_N EE
_FCC 0000
ANTENNA PIPE MOUNT
OPTIONAL LOCATION OF TIM,
AS PER SITE CONDITIONS
PRIMARY TMA POSITION
SEE t2 /A -5
COAX TO JUMPER
KIT, GROUNDING KIT
AND CABINETS
5 3/4
,/4'
r`1. TACTPH! 1B00260:6003
i
1 4
WIRE
O
5/8'
`ANTENNA AS PER
ANTENNA SCHEDULE
-ANTENNA PIPE MOUNT
2 (EXISTING ERICSSON TMA DETAIL I
FRONT
ANTENNA POWERWAVE 7782.00
WIND AREA 6.4 50. FT.
WEIGHT 401.85 (18KC)
.5'
3 !NEW ANTENNA DETAIL
1. SIGNS PLACEMENT
A. LOW LEVEL (BLUE) WARNING SIGNS PLACE AT SITE
ENTRY /ACCESS POINTS ONLY:
ROOF TOPS: PLACE SIGNS ON THE INSIDE OF ROOF HATCH; PLACE
ON ACCESS DOOR UNLESS DOOR IS USED BY GENERAL PUBLIC OR
BUILDING TENANTS REGULARLY FOR ACCESS IN THESE CASES
CONSULT CONSTRUCTION MANAGER OR QC SUPERVISOR
WATER TANKS: PLACE SIGNS ON COMPOUND GATE
CINGULAR -OWNED SITES: PLACE ONE SIGN ON SITE GATE
B. HIGH LEVEL (RED) WARNING SIGNS PLACE Al ALL ANTENNA
SECTORS WHERE ACCESS BY THE GENERAL PUBLIC TO THE
ANTENNAS IS POSSIBLE.
ALL SIGNS WILL 180 SECURED WITH EITHER STAINLESS STEEL ZIP
TIES OR STAINLESS TECH SCREWS
2. CC PARTICIPATION IN SIGN LOCATION
CM WILL MEET WITH ALL CC'S TO OUTLINE CRITERIA FOR SGN
PLACEMENT; EMPHASIS WILL BE ON 'CRAY AREA SITES. WHERE SIGN
PLACEMENT IS PARTICULARLY CHALLENGING WE WILL GIVE CC'S
AS MUCH GUIDANCE ON SPECIFIC SITUATIONS AS WE CAN FORESEE.
BUT CC'S WILL BE ENCOURAGED TO PARTNER CM OR OC IN
DECIDING PLACEMENT OF DIFFICULT SITES. A JOINT SITE VISIT MAY
BE REQUIRED TO FULFILL REQUIREMENTS
CC WILL CALL OUT SIGN LOCATION(S) AT THE A4E WALK FOR EACH
SITE AS THOSE OCCUR
ON SITES WITH EXISTING A4E BUT NOT YET CONSTRUCTED, CC WILL
BE ASKED TO PROVIDE (WITHIN A REASONABLE THE FRAME MD) A
DETAIL FOR SIGN PLACEMENT THAT WILL BE SLIP- SHEETED INTO
EXISTING SETS
3. SIGN DISBURSEMENT FROM WAREHOUSE
SIGNS WILL BE IN STACK AT KENT WAREHOUSE
70 8E DISBURSED AS PART OF THE GC B0M AS CALLED OUT IN
AWE ORAWINCS FOR EACH 517E
11 1 RF WARNING SIGN
SIDE PERSPECTIV
3CAL.E
N.T.S.
B
FRONT
ANTENNA =EMS RR90- 17- XX -DPL2
WIND AREA =3.1 SO.FT.
WEIGHT =13.5 LBS (6.2 KG)
4 !EXISTING ANTENNA DETAIL
2.75'
SIDE PERSPECTIVE
NOTICE
010
Beyond this point you are
entering an areo where RF
Emissions may exceed the FCC
Generol Population Exposure
Limits
Follow ell posted sign nd sae guidelines
fa working RF en ronment
rue nxays u74) MM. .1.«.w
WARNING
Beyond this point you are
entering a controlled area where
RF Emissions exceed the FCC
Controlled Exposure Limits
Failure to obey oil posted signs and
site guidelines could result in serious
injury
1 edt nx 70.- ,Jrly ayw 'wn
I SCALE
I N.T.B.
SCALD
N.T.S.
X
U
577 RIEG
R T 1
wAi
i„
r _NNETrh D. CAMP
ST fE OF WASHINGTON
o— e
MN II 1 1
1 1 I
KD
Architec Engineers P.0
4720 20018 STREET SW, SUIT 200
LYNW000, WA 55036
PHONE: (4254 670 -5551
DATE. 08/08/2005
'DRAWN 8Y CRW
CHECKED BY' EJC
REVISIONS
II nATE I DESCRIPTION I AT
12 051 0% SUED CD FOR
REVIEW I"
2005[CONSTRUCTIION IENL
08 /08 FOR FINAL I,NL
2005 CONSTRUCTION r
I I
II
SITE NUMBER
PA0825 (WA718)
W PORT ANGELES
1303 W 8TH STREET
PORT ANGELES, WA
98363
A -4
Market
Zane ID
Site Name
TDMA Site Name
GSM SITe ID
USID
!Structure Type
Latitude. (dd. mm. ss)
Longitude. (dd. mm. ss)
Latitude (decimal)
Longitude (decimal)
County
Street Address
City
!Zip Code
nglg, nfivr
Number of Antennas
Antenna Port Number
Antenna Vendor
(Antenna Model
Antenna (Band /Pop
Antenna H8W
Azimuth
Electrical Tilt
Mechanical Tilt
RET.
Antenna Dimensbns (Inches) (W.L,H1
Antenna Weight (lbs)
Rad Center(It)
Number of Feeders
Feeder Type
FeederLer2th
Number of TMA
TMA Type
TMA DIM (Weight(Ib)length.heloht)
Dlpiexed
Antenna (Sharing Type)
MCPA
TRX Count
ERP (dBm Watt's
rWl7tned aanfg u r•fl
Number of Antennas
Antenna Port Number
Antenna Vendor
Antenna Model
Antenna (Band Pal)
Antenna HBW
Azimuth
Electrical TM
Mechanical TIft
RET
Antenna Dimensions (Inches) (W,L,H)
Antenna Weight(Ibs)
Rad Center (It)
Number of Feeders
Feeder Type
Feeder Length
Number of TMA
TMA Type
TMA DIM (Weight(bLlength.height)
Dlplexed
Antenna (Sharing /Type)
MCPA
TRX Count
ERP d6m Watts
1 1 RF DATA SHEET
IWaahington
161. Pt Angeles
(WA718
1 Utlllry P01e
148 17 128.89
1 -123
143.12400058
1 123.4621667
(CLALLAM
11303 W 8TH ST
IPORTANGELES (State IWA
198363-
1
1a +1b
EMS
RR9O- 17- 02 -DPL2
SBDP
90
120
2
0
No
58 x8 x2.75
18
92
2
LDF57 /8"
112
2
Ericsson
No
No
No
2
1 '1( 4 —'11;1
1
I. 1c+1d 1
PowerWave
7782
Trl DBDP
65
120
3 I 3 1 3
0
Yes
80.03 x 11.02 x 4.92
40
92
1a +1b
2
CR 1070
112
2
Ericsson
No
No
No
2
1 1
1 e +1f
2
GM 1070
112
0 I 0
None I None
Yes
No 1 No
No 1 No
2 I 2
10e1alesued 107107/05
IRevlslon Level 13.0
ICIngular RF Engineer 'Days S ennett (Phone 1206 979 3179
1 1 1 I
ICklgular RF Manager IMarkLoarle IPhane 1206698 -6004
1 1 1 1
.1i•FMRtnaY41]1"q�t#_r81E1_ 51#ISMI
127 143.8 IProlect Type I Network Consolidation
(Technology 1 ,ry's.
..^!•J1J3FEl M_
1
1
I
7a +7b
EMS
R1290- 17- 02 -DPL2
SBDP
90
210
2
0
No
56x8x2.75
18
92
2
LDF5 7/8"
112
2
Ericsson
No
No
No
1
7a +7b
secwr„rf.«."M
I 7c +7d I
PowerWave
7782
Tri DBDP
65
210
3 I 3 1 3
0
Yes
80.03 x 11.02 x 4.92
40
92
7f +7f
V c c
1
13a+13b
EMS
RR90- 17 -02 -DPL2
SBDP
90
300
2
0
No
56xBx2.75
18
92
2
LDF67 /8"
112
2
Ericsson
No
No
No
2
1
1 13c +13d
PowerWave
7782
Trl DBDP
65
300
3 1 3 I 3
0
Yes
60.03 x 11.02 x 4.92
40
92
13a+13b
1 13e+13f
2 2 2 1 2
CR 1070 CR 1070 CR 1070 1 CR 1070
112 112 112 I 112
2 0 I r0 2 1 0 I 0
Ericsson None 1 None Ericsson 1 None 1 None
I I
No Yes No 1 Yes
No No I No No 1 No 1 No
No No 1 No No I No 1 No
1 2 I 2 2 1 2 I 2
1 1 I 1 1
RFDS WA710 Ver 3.0.xle Page 1 of 3
U
5773 r REGISTERED
If CT
h
ENNETri D. CAMP
ST! TE OF WASHINGTON
ME 1 1
III 1 1
1 1 1 1 1 1 I
Architects Engineers, P.I
4110 100TH STREET SW, 5011E 100
LYNNW000, WA 98036
PHONE: (4251 670 -6551
DATE. 08/08/2005
DRAWN BY• CRW
CHECKED BY• EJC
REVISIONS
DATE I DESCRIPTION I BY
05 /12IISSUED FOR
2005 907. CD REVIEW
07 /20JISSUED FOR (EMI
2005 ICONSTRUCTION
08/08 !ISSUED FOR FINAL
2005 1CONSTRUCTION
SITE NUMBER
PA0825 (WA718)
W PORT ANGELES
1303 W 5TH STREET
PORT ANGELES, WA
98363
RF -1
SWEEP TEST REQUIREMENTS.
A) REQUIRED EQUIPMENT
1 ANRITSU SITE MASTER S331 B /C /D OR EQUIVALENT
1 OPEN, SHORT LOAD
1 DIN FEMALE TO N TYPE MALE ADAPTER (LOW LOSS)
1 DIN MALE TO N TYPE MALE ADAPTER (LOW LOSS)
2 DIN FEMALE TO DIN FEMALE ADAPTER (LOW LOSS)
1 PHASE STABLE CABLE.
1 TRUE -RMS MULTI METER.
B) TRANSMISSION LINE AND ANTENNA SYSTEM TEST
(1) TRANSMISSION LINE DISTANCE TO FAULT LOAD (RL)
(2) INSERTION LOST SHORT (RL)
(3) TRANSMISSION LINE CONTINUITY TEST (MULTI METER)
(4) ANTENNA SYSTEM (RL)
(5) ANTENNA SYSTEM WITH TMA /ANTENNA (RL)
C) CALIBRATE SITE MASTER
D) TEST FREQUENCIES:
PCS BAND F1= 1850 F2= 1990 850 BAND F1= 824 F2= 894
TX FREQ F1= 1930 F2= 1990 TX FREQ F1= 869
RX FREQ F1= 1850 F2= 1910 RX FREQ F1= 824
G8= GSM 850 T8= TDMA 850 G9= 1900 GSM U9= 1900
1 PRESS MODE AND HIGHLIGHT RETURN LOSS.
2. ENTER FREQUENCY VALUES FOR F1 AND F2. SEE TEST FREQUENCIES FOR VALUES
3 PRESS SWEEP RESOLUTION THEN SELECT 517
4 PRESS START CAL AND FOLLOW INSTRUCTIONS FOR OPEN /SHORT /LOAD
5 ONCE SITE MASTER HAS FINISHED CALIBRATING DO NOT REMOVE LOAD. VERIFY THE TRACE IS FLAT
(A FEW SPIKES ARE OK) AND MEASURES AROUND -54 DB. IF NOT RETIGHTEN ALL CONNECTORS AND
RECALIBRATE. IF IT IS NOT FAIRLY FLAT AND MEASURING -54 DB EITHER THE LOAD IS BAD OR THE
SITE MASTER HAS A PROBLEM.
6. ONCE CALIBRATION IS COMPLETED SAVE CAL /SET SETUP
E) TRANSMISSION LINE /LOAD DISTANCE TO FAULT (RL)
THIS TEST 15 A PERFORMANCE VERIFICATION AND FAILURE ANALYSIS TOOL FOR THE TRANSMISSION
LINES AND CONNECTORS.
TEST FREQUENCIES. 1900 F1 =1850 F2= 1990/850 F1= 824 F2= 894
F) INSERTION LOSS
THIS TEST WILL MEASURE THE CABLE LOSS OF THE TRANSMISSION
CABINET AND ANTENNA.
1 5/8
150'
200
250
300
7/8
135
ANDREWS EUPEN
IL IL
2.93 -3.24
-3.5 -3.8
4 1 -4.5
-4 62 -5
3.6
COMMSCOPE
IL
-2.7
3.27
3.8
-4.32
-4.2 -3.32
EXAMPLE. TA3135_A_1AG9_DTF -LOAD
F2 894
F2 849
UMTS
LINE AND JUMPERS
BETWEEN THE
TEST FREQUENCIES. 1900 F1 =1850 F2= 1990/850 F1= 824 F2= 894
1 ENTER TEST FREQUENCIES AND PERFORM CALIBRATION PROCEDURE LISTED ABOVE.
2 STARTING WITH TX /RX 1 USE THE DIN (F) TO DIN (F) CONNECTOR TO BYPASS THE TMA SHOWN
IN FIGURE 1
3 CONNECT A SHORT AT THE END OF THE ANTENNA JUMPER SHOWN IN FIGURE 1
4 PERFORM INSERTION LOST MEASUREMENT
5 MARK MAX RL WITH M1 AND MIN RL WITH M2. ADD M1 TO M2 THEN DIVIDE BY 2. M1 +M2 /2 =IL
AVERAGE SHOULD NOT BE -4 DB. IF NOT USE TABLE 1 AS A REFERENCE, M1 +M2/4 SHOULD
NOT EXCEED THE CALCULATED VALUE MORE THEN 1 D8.
6. LABEL SWEEP AS SITE ID_SECTOR_CABLE LABEL_TYPE OF SWEEP THEN SAVE SWEEP
7 REPEAT INSERTION LOSS TEST FOR THE REMAINING TRANSMISSION LINES.
G) TRANSMISSION LINE CONTINUITY TEST
THIS TEST WILL VERIFY THE CONTINUITY OF THE RX PATH BETWEEN THE BTS AND THE TMA FOR THE
15 VDC NETWORK.
1 CONTINUITY TEST SHOULD BE PERFORMED RIGHT AFTER THE INSERTION LOSS TEST WHILE THE
SHORT I5 STILL CONNECTED IF NOT CONNECT A SHORT ON THE END OF THE TMA JUMPER SHOWN
IN FIGURE 1
2. CONNECT THE METER TO THE LAST CONNECTOR RED LEAD TO CENTER PIN BLACK LEAD TO
CONNECTOR BODY
3. VERIFY METER READS A SHORT
4 REMOVE SHORT AND VERIFY METER READS OPEN
5 IF STEPS 3 OR 4 FAIL CLEAN THE GLUE OFF THE CENTER CONDUCTOR ON THE JUMPERS
6 REPEAT STEPS 1 THROUGH 6 FOR THE REMAINING RECEIVE PATHS.
EXAMPLE. TA3135_A_1AG9_IL -SHORT
H) ANTENNA SYSTEM RETURN LOSS
THIS TEST MEASURES THE RL OF THE TRANSMISSION LINE TERMINATING INTO THE ANTENNA WITHOUT
THE TMA AND DUPLEXER.
TEST FREQUENCIES. 1900 F1 =1850 F2= 1990/850 F1= 824 F2= 89
1 PRESS MODE, THEN SELECT HIGHLIGHT RETURN LOSS ON SITE MASTER
2. VERIFY CAL ON IS STILL LIGHT IN TOP LEFT CORNER OF SITE MATER, IF NOT RE- CALIBRATE SITE
MASTER.
3. PRESS LIMIT TO SET THE HORIZONTAL MARKER; SET LIMIT LEVEL TO -17 DB
4 STARTING WITH TX /RX 1 USE THE DIN (F) TO DIN (F) CONNECTORS TO BYPASS THE TMA AS
SHOWN IN FIGURE 2.
5 PERFORM RETURN LOSS MEASUREMENT
6. PRESS MARKERS SELECT M1 THEN MARK PEAK
7 VERIFY MARKER M1 IS -17 D8
8. LABEL SWEEP AS SITE ID_SECTOR_CABLE LABEL_TYPE OF SWEEP THEN SAVE SWEEP
9 REPEAT RETURN LOSS TEST FOR THE REMAINING TRANSMISSION LINES
EXAMPLE. TA3135_A_1AG9_RL -ANT
I) ANTENNA SYSTEM WITH DIPLEXER/TMA RETURN LOSS
THIS TEST MEASURES THE RL OF THE COMPLETE ANTENNA NETWORK ON THE TX AND RX PATH.
TX TEST FREQUENCIES. F1 =1930 F2 =1990
1 ENTER TEST FREQUENCIES AND PERFORM CALIBRATION PROCEDURE LISTED ABOVE.
2 PRESS LIMIT TO SET THE HORIZONTAL MARKER; SET LIMIT LEVEL TO -15 D8
3. STARTING WITH TX /RX 1 REMOVE THE DIN (F) TO DIN (F) CONNECTOR AND RECONNECT THE TMA
SHOWN IN FIGURE 1 AND DIPLEXER IF PROVIDED.
4 PERFORM RETURN LOSS MEASUREMENT
5. PRESS MARKERS SELECT M1 THEN MARK PEAK
6. VERIFY MARKER M1 IS -15 DB
7 LABEL SWEEP AS SITE ID_SECTOR_CABLE LABEL_TYPE OF SWEEP THEN SAVE SWEEP
8. DISCONNECT SWEEP GEAR FROM TX /RX. 1
9 REPEAT RETURN LOSS TEST FOR THE REMAINING TRANSMISSION LINES
EXAMPLE. TA3135_A_1AG9_RL -TX
RX TEST FREQUENCIES F1 =1850 F2 =1910
1 ENTER TEST FREQUENCIES AND PERFORM CALIBRATION PROCEDURE LISTED ABOVE.
2. PRESS LIMIT TO SET THE HORIZONTAL MARKER; SET LIMIT LEVEL TO -15 DB
3. STARTING WITH TX /RX 1 REMOVE THE DIN (F) TO DIN (F) CONNECTORS AND RECONNECT
TMA SHOWN IN FIGURE 1 AND CONNECT DIPLEXER IF PROVIDED
4 PERFORM RETURN LOSS MEASUREMENT
5. PRESS MARKERS SELECT M1 THEN MARK PEAK
6 VERIFY MARKER M1 IS -15 D8
7 LABEL SWEEP AS SITE ID_SECTOR_CABLE LABEL_TYPE or SWEEP THEN SAVE SWEEP
8. DISCONNECT SWEEP GEAR FROM TX /RX 1
9 REPEAT RETURN LOSS TEST FOR THE REMAINING TRANSMISSIONS LINES
EXAMPLE. TA3135_A_1AG9_RL -RX
TX /RX TEST FREQUENCIES. F1= 824 F2= 894
1 ENTER TEST FREQUENCIES AND PERFORM CALIBRATION PROCEDURE LISTED ABOVE.
2. PRESS LIMIT TO SET THE HORIZONTAL MARKER; SET LIMIT LEVEL TO -15 D8
3. STARTING WITH TX /RX 1 CONNECT THE DIPLEXERS IF PROVIDED
4 PERFORM RETURN LOSS MEASUREMENT
5. PRESS MARKERS SELECT M1 THEN MARK PEAK
6. VERIFY MARKER M1 IS -15 DB
7 LABEL SWEEP AS SITE ID_SECTOR_CABLE LABEL_TYPE OF SWEEP THEN SAVE SWEEP
8. DISCONNECT SWEEP GEAR FROM TX /RX 1
9 REPEAT RETURN LOSS TEST FOR THE REMAINING TRANSMISSION LINES.
EXAMPLE. TA3135_A_1AG8_RL -SYS
NOTE. FOR SITE MODIFICATION PERFORM THE ANTENNA SYSTEM WITH DIPLEXER AND
EMAIL SWEEPS TO:PIERO.ROVANI @CINGULAR.COM ERIC.JOHNSON @CINGULAR.COM
QUESTIONS CONTACT JAMES FUGATE 206 240 -9006
TMA RL
THE
CABLE MARKING TAGS
TO PROVIDE ADDITIONAL IDENTIFICATION EACH RF CABLE
SHALL BE IDENTIFIED WITH A METAL TAG MADE OF
STAINLESS STEEL OR BRASS AND STAMPED AS SHOWN.
THE ID MARKING LOCATIONS SHOULD BE AS PER 'CABLE
MARKING LOCATIONS TABLE" THE TAG SHOULD BE
ATTACHED WITH CORROSION PROOF WIRE AROUND THE
CABLE.
THE FOLLOWING ARE 3 DIFFERENT FORMATS TO BE USED
FOR THE BRASS TAGS.
1 X
FORMAT A FORMAT B
SECTOR A
RF CABLES A2
THRU AB AS
REO'D
Al
B1
CI
SECTOR C
RF CABLES C2
THRU C6 AS
NOTE: REO'D
SECTOR ORIENTATION /AZIMUTH WILL
VARY FROM REGION TO REGION AND
I5 SITE SPECIFIC. REFER TO RF
REPORT FOR EACH SPECIFIC SITE TO
DETERMINE THE SECTOR ORIENTATION.
1A
FORMAT C
DIAGRAM OF BRASS TAG FORMATS
FORMAT A IS USED WHEN THERE IS ONLY ONE TECHNOLOGY
BEING CARRIED ON A CABLE. FORMAT B IS USED WHEN
TWO TECHNOLOGIES HAVE BEEN DIPLEXED ONTO ONE CABLE
AND WILL BE BROKEN OUT THROUGH A DIPLEXOR AT THE
TOP OF THE TOWER. FORMAT C IS USED WHEN TWO
TECHNOLOGIES HAVE BEEN QUADRAPLEXED ONTO ONE CABLE
FOR ANTENNA PORT SHARING AT THE TOP OF THE TOWER.
THE FIRST NUMBER DESIGNATES THE ANTENNA POSITION, THE
SECOND CHARACTER DESIGNATES THE PORT ON THE
ANTENNA, THE THIRD CHARACTER DESIGNATES THE
TECHNOLOGY TYPE, AND THE LAST NUMBER DESIGNATES THE
FREQUENCY BAND OF THE TECHNOLOGY
SECTOR B
RF CABLES 62
THRU 86 AS
REO'D
ALL RF CABLE SHALL BE MARKED AS PER CABLE
MARKING LOCATIONS TABLE BELOW-
CABLE MARKING LOCATIONS
NO. I TAG I LOCATIONS
END OF THE MAIN COAX RUN WHERE THE
COAXIAL CABLE AND JUMPER TO THE ANTENNA
ARE CONNECTED.
2. X CABLE ENTRY PORT ON THE INTERIOR OF THE
SHELTER (AS APPLICABLE)
3. X END OF JUMPER AT BTS CABINET
CABLE COLOR MARKING
IN ADDITION TO THE IMPLEMENTATION OF BRASS TAGS,
CONTRACTORS SHALL USE ONE RAND OF COLOR TAPE
PER CABLE FOR SECTOR DESIGNATION LABELING.
THE COLORS SHALL BE AS FOLLOWS.
SECTOR A: RED
SECTOR B: BLUE
SECTOR C: GREEN
THE SECTOR DESIGNATIONS SHALL BE MARKED AS
DESCRIBED ON THE CURRENT RF DATASHEET (REDS) AT
TIME OF INSTALLATION. RF DATASHEET IS TO REMAIN
POSTED AT EVERY SITE.
COAX BOOT SPECIFICATION
ROXTE
ENTRY C B00TS H SEAL TO SEAL. COAX WITHIN r CONDUITS SHALL 8E:
H3- 150/3X(28- 54)/20
APPLICABLE) SEE COAX CONDUIT EXIT SEAL DETAIL (WHEN
CONTRACTOR SHALL USE THE ABOVE PRODUCTS OR APPROVED EQUAL
X
U
577
REGIST' AED
CHiCT
NNETrI D. CAMP
E OF WASHINGTON
-MI 1
IN 1 1
MN
1141 1 1
Engainee
Paljt- rs RC
REET 54, SUIT 200
L 980
PHONE: NN251 870 -9651
DATE. 08/08/2005
DRAWN BY- CRW
CHECKED BY- EJC
REVISIONS
DAZE I DESCRIPTION I
59 /12IISSUED FOR
W RY
2005 SOZ CD REVIEW
07 /20 ISSUED FOR EMI
2005 CONSTRUCTION
28 /0611SSUEO FOR FINAL IEMI
2005 1CONSTRUCTION
SITE NUMBER
PA0825 (WA718)
W PORT ANGELES
1303 W 8TH STREET
PORT ANGELES. WA
98.363
RF2
COSTING ERICSSON TMN—..
II
w
r�
ERICSSON GSM
L 1900
CORK ERICSSON TMA--,
uu I
FY
r
ERICSSON GSM
1900
L J
---EMSTNG MIN COAX
J
1 !SECTOR A PLUMBING DIAGRAM
TRIPLE
020P
X
X
X
-3 17
--DOSTNG AWN COAX
RX7
RX2
09011900
NOKIA GSM
00011900
A A 1
I \x--i1.
PI PI 11 11
NOKIA GSM
Eg
Mt
4
.7 "—NEW ERN COAX
w
[NEW JUMPER CABLE (lYP)
NEW MM COAX
7
1
/--NOY JUMPER CASTE (lYP)
r NEW JEWEL CABLE (1YP)
[NEW JIAAPER CABLE (TYP)
3 I SECTOR C PLUMBING DIAGRAM 4 NOTES
X
X
X
E1ISfINC Ei0CS50N TW�I rhI '77
tnI
SECTOR
SECTOR "A"
SECTOR "B"
SECTOR 'C"
cosmic MAIN COAX
r J
_a_a„
1
ERICSSON GSM
1900
L
J
2 1 SECTOR B PLUMBING DIAGRAM
DROP
I COAX LENGTH SCHEDULE
RX2
I W11
1/
J
NOKIA GSM
850/1000
1 LENGTH DIAMETER I EXISTING COAX' NEW COAX 1 TOTAL COAX
1 112'
1 112 1
I 11 1
7/8" 1 REMOVE 1 4 (7/0 1 4
7/8" 1 REMOVE 1 4 (7/8 1 I 4
7/9" 1 REMOVE I 4 (7/81 1 4 1
NEW MAIN COAX
a
M W
[NEW JUMPER CABLE (rep)
I SCALE
I N.T.S.
U
X
REGI,'RED
I MO i EGT
i safits: Lot
KNNETri D. CAMP
11E OF WASHINGTON
I tea°"
i 1 MI 1
MN III 1 1
NM III I I
1
Arehi� t t� Engin P.
4720 20004 STREET e
0 SUI 20[
LYNNW000, WA 08036
PHONE (4251 670 -8651
DATE: 08/08/2005
DRAWN BY• CRW
CHECKED BY• EJC
REVISIONS
DATE I DESCRIPTION 16't
20051 E 905 D REVIEW rR,
07 /201ISSUEO FOR I
2005 CONSTRUCTION I`
28/081591.100 FOR FINAL
2005 CONSTRUCTION
I I
SITE NUMBER
PA0825 (WA718)
W- PORT ANGELES
1303 W 8TH STREET
PORT ANGELES, WA
98363
RF-3
FLECTRICAL SPECIFICATION:
1 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 UNIFORM BUILDING CODE. THE REQUIREMENTS OF ALL APPUCABLE MUNICIPAL AND
STATE CODES AND REGULATIONS, AND UTILITY GUIDEUNES.
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 CONFORMING TO UL ARTICLE
651: WESTERN PLASTICS OR CARBON MANUFACTURER. COUPLINGS SHALL BE SLIP -0N SOLVENT SEALED T PIPE. SOLVENT,
WESTERN TYPE COMPATIBLE WITH PVC DUCT. ALL BENDS SHALL BE 30" MINIMUM RADIUS.
5. ALL WIRING SHALL 'BE STRANDED COPPER WITH MINIMUM 600V INSULATION (UNLESS OTHERWISE NOTED).
6. NEUTRAL SHALL BE COLOR COOED, INSULATION SHALL BE CROSS -LINKED POLYETHYLENE.
7 CONTRACTOR TO CONTACT ALL UTILITIES FOR LOCATION OF
UNDERGROUND SERVICES. SERVICE LOCATIONS TO BE CONFIRMED PRIOR TO CONSTRUCTION.
8. THE CONTRACTOR IS RESPONSIBLE FOR ALL PERMITTING, FLUNG. AND FEES IN CONJUNCTION WITH THE PROJECT.
9. THE CONTRACTOR SHALL SCHEDULE ALL NECESSARY INSPECTIONS WITH THE PROPER AUTHORITIES AND INFORM CINGULAR
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 MUST HAVE A UL LABEL
11 ALL WORK SHALL BE DONE BY QUALIFIED AND EXPERIENCED JOURNEYMEN AND PERFORMED IN A WORKMANLIKE MANNER AND
SHALL PROCEED IN AN ORDERLY MANNER 50 AS NOT TO HOLD UP THE PROGRESS OF THE PROJECT.
12. THOROUGHLY TEST ALL LINES FEEDERS, EQUIPMENT, AND DEVICES WITH MAXIMUM LOADS 70 ASSURE PROPER OPERATION
13. CONDUCTOR LENGTHS SHALL BE CONTINUOUS FROM TERMINATION TO TERMINATION WITHOUT SPLICES
14. PROVIDE PULL BOXES WHERE SHOWN AND /OR WHERE REQUIRED BY CODES AND /0R UTILITY COMPANIES.
15. ALL CONDUIT ROUGH IN SHALL BE COORDINATED WITH THE MECHANICAL EQUIPMENT TO AVOID LOCATION CONFLICTS
CONTRACTOR SHALL VERIFY ALL LOCATIONS
26. ALL WIRES SHALL BE TAGGED AT ALL PULL BOXES. 41-BOXES,
EOUIPMENT BOXES. ANO CABINETS WITH APPROVED PLASTIC TAGS.
17 ALL BREAKERS IN PANEL 'BOXES SHALL BE IDENTIFIED WITH TYPE WRITTEN LABELS NEATLY PLACED ALONG SIDE OF THE
BREAKER.
18. ALL FIRE RATED WALL AND FLOOR PENETRATIONS ARE TO BE CAULKED AND SEALED WITH A FIRE RESISTANT CAULKING TO
MAINTAIN THE INTEGRITY OF THE FIRE SEPARATION.
19. UTILIZE SONNEBORN TYPE NP- 1.CAULKING FOR SEALING ALL EXTERIOR WALL PENETRATIONS
1 1 ELECTRICAL SPECIFICATIONS
BACKFILL WITH
BEDDING SAND
1
I
Illl =1. Ili
R"
4 1 POWER TRENCH DETAIL
FINISHED GRADE, AC PAVING
MATCH SLOPE AND
THICKNESS OF EXISTING
CONDITIONS
UNDISTURBED
COMPACTED SOIL TO MIN
959 MODIFIED MAX DENSITY
PER ASTM 01567 METHOD
UTILITY WARNING TAPE
*POWER CONDUIT WHERE
APPLICABLE COORDINATE
SIZE AND TYPE WITH
LOCAL UTILITY
SCALE:
I N.T.S.
SCALE:
N.T.S.
OESGRIPTION
RECr61ER
RECTIFIER
RECTIFIER
SURGE ARRESTOR
SPACE
SPACE
LOAD TTPE
LIGHTING
INCANDESCENT
FLUORESCENT
RECEPTACLES
FIRST ID KW
REMAINDER
MoIORS
LARGEST
REMAINDER
OTHER
TOTAL
PHASE A
PHASE '8'
2 1 PANEL SCHEDULE
CUTLER HAMMER OUTDOOR METER BASE 14 -1/4 "X29 "X6 -1/2"
A W /200A MAIN BREAKER (MODEL# CMBEB200). ELECTRIC SERVICE
METER ENCLOSURE SUPPLIED AND INSTALLED BY CONTRACTOR PER
LOCAL UTILITY CO. REQUIREMENTS
O EYELANDER ELECTRIC CATALOG #WMTS200- 28- 1200 -22K 120/240V 10
3W 200A PANELBGARD WITH MECHANICAL INTERLOCK MAIN CIRCUIT
BREAKER FOR ALTERNATE POWER SOURCE. NEMA .3R ENCLOSURE W/ 29
BREAKER POSITIONS. (SEE OETAIL 2/E -1)
C APPLETON RECEPTACLE (CATALOG
#ADJA20044200RS) 200 AMP /3W /3P /STY 1
AC DATA SYSTEMS SURGE SUPPRESSOR (MODEL
#LW2XXC -GNA) 240/120 V SINGLE PHASE
SOURCE: EYELANDER ELECTRIC
800- 932 -8886
3601 EVERETT AVE.
PO BOX 1479
EVERETT. WA. 98206
1. PRIOR TO THE SUBMISSION OF BIDS, THE BIDDING CONTRACTOR SHALL 515TT THE CELL SITE TO
FAMILIARIZE WITH THE EXISTING CONDITIONS 110 TO CONFIRM THAT THE WORK CAN BE ACCOMPLSHED
AS 514OWN ON THE CONSTRUCTION DRAWINGS. ANY DISCREPANCY FOUND SHALL BE BROUGHT TO THE
ATTENTION OF CONTRACTOR.
2. CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS AND CONDITIONS PRIOR TO COMMENCING ANY
WORK. ALL DIMENSIONS OF EXISTING CONSTRUCTION SHOWN ON THE DRAWINGS MUST BE VERIFIED.
CONTRACTOR SHALL NOTIFY THE CONTRACTOR OF ANY DISCREPANCIES PRIOR TD ORDERING MATERIAL
OR PROCEEDING WITH CONSTRUCTION.
3. THE EXISTING CELL SITE IS IN FULL COMMERCIAL OPERATION. ANY CONSTRUCTION WORK BY
CONTRACTOR SHALL NOT DISRUPT THE EXISTING NORMAL OPERATION, ANY WORK ON EXISTING
EOUIPMENT MUST BE COORDINATED WI1H CONTRACTOR. ALSO. WORK SHOULD BE SCHEDULED FOR AN
APPROPRIATE MAINTENANCE WINDOW USUALLY W LOW TRAFFIC PERIODS AFTER MIDNIGHT.
4. SINCE THE CELL SITE I5 ACTIVE, ALL SAFETY PRECAUTIONS MUST 0E TAKEN WHEN WORKING AROUND
H1014 LEVELS OF ELECTROMAGNETIC RADIATION. EOUIPMENT SHOULD BE SHUTDOWN PRIOR 70
PERFORMING ANY WORK THAT COULD EXPOSE 114E WORKERS TO DANGER. PERSONAL RF EXPOSURE
MONITORS ARE ADVISED TO BE WORN TO ALERT OF ANY DANGEROUS EXPOSURE LEVELS.
5. CONTRACTOR SHALL DETERMINE ACTUAL ROUTING OF CONDUIT, POWER ANO T1 CABLES, GROUNDING
CABLES. CONTRACTOR SHALL URUZE EXI(TIN0 TRAYS AND/OR SHALL ADO NEW TRAYS AS NECESSARY.
CONTRACTOR SHALL CONFIRM THE ACTUAL ROUTING WITH THE CONTRACTOR.
6, CONTRACTOR SHALL LEGALLY AND PROPERLY DISPOSE OF ALL SCRAP MATERIALS SUCH AS COAXIAL
CABLES AND OTHER ITEMS REMOVED FROM THE EXISTING FACILITY. ANTENNAS REMOVED SHALL BE
RETURNED 70 THE OWNER'S DESIGNATED LOCATION.
GENERAL NOTES
A
225 A. BUS 200 A MAIN CIRCUIT BREAKER
FULL NEUTRAL BUS AND FULL GROUND BUS
240 120 VOLT. 1 PHASE 3 ME
10000 AMPERE PANEL SHORT CIRCUIT RATING
PANEL TYPE: EYELANDER
PANEL MOUNTING: SURFACE
NOTE: PANE19MR0 PROVIDED WITH INTERLOCKED
MAIN BREAKER FOR ALTERNATE POWER SOURCE
TOTAL
NAT
1980
1950
1990
1995
1980
1950
?PANEL
CONNECTED
LOAD
BREAKER CET PH SCI BREAKER
A A /9
as 1 A 5 30
2 3 B 4 2
30 5 A B 30
30 2 9 A ID 20
60 2 13 A 14 30 1
2 17 9 18 1
in 8 20 2
21 3 8 22
25 A 28
31 B 32
30- 8 36
37 A 35
41 A 42
1000150 5020007
POWER LOTD
FACTOR KVA FACTOR
Cr KW 0 1000 0.3 o 100 Y.+ KVA
KW o 95X 0 IW KVA
0.5 KW 0 100X 0.5 0 100 X- 0.5 KVA
KW 0 1009 0 50X KVA
KW BOX 0120 x-
KW 0 BOX 0 100
40.0 KW 0 (00X 40.0 0 100 40.0 KVA
KW 41 31 KVA
M151MIA4 PANEL AUDACITY
50.2 KW PANEL 4
19.9 10/ POWER
FACTOR 900(9
5 1 POWER RISER DIAGRAM AND NOTES
O1M. OE:GRPTIDN
)val
980 RECTIFIER
980
880 RECTIFIER
950
980 RECTIFIER
980
000 1E20 CABINET
840 LTG AND RECEPTACLES
7200 EXIST PANEL
7200
NEC CALCULATED
LOAD
KVA
KVA
40.2 KVA
175 AMPERES
95S PFN50
BALANCE
NOTE
ALL UNDERGROUND CONDUIT BENDS TO HAVE MIN. 24" BEND. USE
ROS CONDOR SIZING TO MATCH. WITH 90' BEND (SUPPLIED AND
INSTALLED BY CONTRACTOR)
TO EXISTING
TRANSFORMER
EXISTING TELEPHONE
SERVICE ENTRANCE
FINISH RRAOF
NEW UNDERGROUND ELECTRIC SERVICE MIN.
2"0 PVC CONDUIT TO UTILITY BACKBOARD.
FROM NEW PANEL BACK FEEDING EXISTING
NOTE
PULLBOXES AS
REQUIRED BY UTILTY.
PROVIDE CONDUCTORS DR FULL LENGTH PULL ROPE
IN CONDUIT AS REQUIRED BY LOCAL UTILITY CO.
(SUPPLIED AND INSTALLED BY CONTRACTOR).
EXISTING INSTALLATION IS CURRENTLY FED BY
AN EXISTING 100A SERVICE ENTRANCE.
CONTRACTOR SHALL PROVIDE NEW 200A
SERVICE AS SHOWN MAINTAINING EXISTING
1004 SERVICE ENTRANCE.
ONCE NEW SERVICE IS ENERGIZED,
CONTRACTOR SHALL BACK FEED EXISTING
1004 PANEL
CONTRACTOR SHALL THEN REMOVE EXISTING
100A METER. DISCONNECT SWITCH ANO
SERVICE ENTRANCE CONDUCTORS BACK TO
EXISTING UTILITY TRANSFORMER.
CONTRACTOR SHALL COORDINATE NEW
INSTALLATION AND REMOVAL OF EXISTING
SERVICES WITH UTILITY COMPANY.
O NEW SURGE ARRESTOR
NEW 200A EMERGENCY
C GENERATOR RECEPTACLE
O NEW 200A PANEL BOARD
NEW 200A METER BASE
NEW 2" MIN. CRC CONDUIT
57140 UP (SUPPLIED NNO
INSTALLED BY CONTRACTOR)
ELECTRIC SERVICE GROUND
CONDUCTOR IN 3/4"0 PVC;
SUPPLIED AND INSTALLED
BY CONTRACTOR
J
E
5/8" 8' -0" LONG
DRIVEN GROUND ROD
GROUND R0\
AS PER LOCAL
UTILITY CO.
GROUND ROD TO
BE REMOVED
I12 8J
100A /2P
EXISTING UTILITY
CO. TRANSFORMER
200A/2P
N
CO
I-.- -NEW 200A 120/240V. 10 3W
COMBINATION SERVICE ENTRANCE
DEVICE WITH 200A MAIN AND
NEMA 3R ENCLOSURE
200A MCB
MECHANICAL
INTERLOCK
EXISTING TELCO
STUB -UP
IEE�Q�R_SC�1Ep.EJ�E -_1
c" (3 13/0) 2" 5
O2 (3 13 /o 4 1/RC) 2" c
c=2)(3 11 5 1180) 1 1/2" C
(112) 3/4" c
ALL CONDUCTORS SHALL HE COPPER
COPPER 600V. RATED YATN THH1 INSULATION
GENERATOR RECEPTACLE
EXIST
PANEL
I
T
I SAT.S. LE 3 1 TYPICAL ELECTRICAL ONE -LINE DIAGRAM
N.
EXISTING 100A METER TO BE REMOVED
EXISTING 100A PANEL 80ARD 10 80045(N
EXISTING SURGE SUPPRESSOR TO BE REMOVED
ii
I
i
0
EXISTING 100A EMERGENCY GENERATOR
RECEPTACLE TO 80 REMOVED
EXISTING TEL -TREND BOX.
TELCO DEMARCATION) TO REMAIN
g l\ 1,
EXISTING POWER
FROM EXISTING UTILITY
BACKBOARD TO EQUIPMENT MIN.
1 0 PVC CONDUIT SCHED 40
NEW ELECTRICAL 5TUP -UP TO MCUS Te20
POWER ENCLOSURE
EXISTING UNDERGROUND TELCO SERVICE
EXISTING TELCO GROUND ROD TO REMAIN
OM UTILITY BACKBOARD TO EQUIPMENT
MIN. 1"0 PVC CONDUIT.
1 NOTE.
REFER TO SHEET A -1 FOR
ALL EQUIPMENT LOCATIONS
1 SCALE:
N.T.S.
X
L
U
577 3
RS A
,il fl
NNETH D. D. CAMP
ST/ [fE OF W ASHIN(TON
0
11111 11 1
I 1
K■1 1 1
■WV
Architects 0 14 STRE 55. S U IT 0 0
1164/4000, WA 98036
PHONE: 14251 670 -8851
DATE. 08/08/2005
DRAWN BY' CRW
CHECKED BY• EJC
REVISIONS
DATE I DESCRIPTION I BY
)V12 (ISSUED FOR
2005 909 CD REVIEW
27/20 115 5UED FOR `EMC
2005 CONSTRUCTION
20 ONSTRUCTION NAL 1EM1I
SITE NUMBER
PA0825 (WA718)
W. PORT ANGELES
1303 W 8TH STREET
PORT ANGELES, WA
98363
E -1
COAXIAL CABLES (TYP /fr
2 PER ANTENNA) \\1��
1 COAX GROUND
WIRE (TYP)
"ANDREW'
DIPLEXER
GROUND BAR CP
BASE OF POLE
TMA
{IF APPUCABLE)
UNISTRUT PIPE /CONDUIT CLAMP P11 i9
OR P2558-35 (GALV.) (TYPICAL)
FOLLOW MANUF RECOMMENDATIONS FOR
BOLT TORQUE
3 1/2' 0.D.
POS1�
iNISTRUT P5000 (GALVh
1.4m
UNISTRUT P5000 (GALV)
L
UNISTRUT P5000 (CALV1
18" 0 PLAIN
CONCRETE PIER it (2500 PSI) i
Is.
4 I UTILITY RACK DETAIL
SECTQR A
(2) ANTENNAS
PER SECTOR
J1,
TO GROUND RING
(SEE TOWER GROUNDING
SCHEMATIC)
4 —0' MAX. 24 MIN.
#2
TINNED COPPER BARE
ER
GROUND WIRE D)
MGB
FINISHED GRADE II
SFr QQ,TOR C
(2) ANTENNAS (2) ANTENNAS
PER SECTOR PER SECTOR
i j 7 1
TO MGB
1 1 ANTENNA GROUNDING DIAGRAM
p- PIPE CAP
(TYP)
it
GROUND BAR
W ANTENNA
#2 AWG SHIELDED
GROUND WIRE ON
ELECTRICAL ISOLATERS
JO SGM.40 NINt (GALV)
OR aL
3'0 RGS CONDUIT (GALV)
(TYP)
#2 BTCW TO
1 EXISTING MGB
#2 SOLID BARE
TINNED COPPER
GROUND WIRE
S
z
Tn
TYPE GR
TYPE SS
TYPE GT
1 5 f GROUNDING NOTES
TYPE PT
TYPE VS
NOTE. CADWELD 'TYPES" SHOWN ABOVE ARE EXAMPLES
CONSULT WITH PROJECT MANAGER FOR SPECIFIC
TYPES OF CADWELDS TO BE USED FOR THIS PROJECT.
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 PRACTICES.
3. ALL GROUND CONNECTIONS SHALL BE CADWELD ALL WIRES SHALL BE
COPPER THHN /THWN. ALL GROUND WIRE SHALL BE GREEN INSULATED
WIRE ABOVE GROUND.
4 CONTRACTOR' TO VERIFY AND TEST GROUND TO SOURCE, GROUNDING
AND OTHER OPERATIONAL TESTING WILL BE WITNESSED BY CINGULAR
WIRELESS, LLC. REPRESENTATIVE.
5,REFER TO DIVISION 16 GENERAL ELECTRIC, GENERAL ELECTRICAL
PROVISION AND COMPLY WITH ALL REQUIREMENTS OF GROUNDING
STANDARDS.
6.ELECTRICAL CONTRACTOR TO PROVIDE DETAILED DESIGN OF
GROUNDING SYSTEM, AND RECEIVE APPROVAL OF DESIGN BY
AUTHORIZED CINGULAR WIRELESS LLC. REPRESENTATIVE, PRIOR TO
INSTALLATION OF GROUNDING SYSTEM. PHOTO DOCUMENT ALL
CADWELDS AND GROUND RING
7.NOTIFY CONSTRUCTION MANAGER IF THERE ARE ANY DIFFICULTIES
INSTALLING GROUNDING SYSTEM DUE TO SITE SOIL CONDITIONS.
II NOTE. COAT ALL MECHANICAL CONNECTIONS
WITH "NOOX' OR APPROVED EQUAL
61NOT USED
O 0 0 0 0 10
O 0 0 0 0 0
00000
I N 21 CADWELD DETAILS fs 31 GROUND BAR DETAIL
0
0
0
O 0
O 0
0
0
0
0
24
FIELD VERIFY
0
0
0
0
0
0
#2 SOLID BARE TINNED COPPER
WIRE CADWELD (TYPE —GL)
0
0
0
COAXIAL GROUND KITS W/ LONG BARREL
COMPRESSION DOUBLE LUGS, ATTACH TO
GROUND BAR INSTALL BY ANTENNA
CONTRACTOR (CADWELD TYPE —GL)
4 x 24 x 1/4 thk COPPER GROUND BAR.
INSTALLED BY GENERAL CONTRACTOR
0 0 0 0
0
0
000
n
o
5773 REGfST ED
)(511,i.4 G
i
:,JNET11D.CAMP
SD-' E OF WASHINGTON
1 .,..m..
1 SCALE:
N.T.S.
SCALE
N.T.S.
co
cc W
J
0)
C
U
x
NMI MN N
mom
ME I I
y■l� l I I
KDC
Architects 2 T1 STRE 5 W SUIT 2 00 0
LYNWOOD, WA 96036
PHONE: 14201 670 -8051
DATE. 08/08/2005
DRAWN BY CRW
CHECKED BY. EJC
REVISIONS
DATE I DESCRIPTION I B(
O6 /12IISSUE0 FOR �RY,
2005 1905 CD REVIEW
37/20 ISSUED FOR ML
2005ICONSTRUCTION r
O8 /06 pssuED FOR FINAL IEML
2005 ICONSTRUCTION
SITE NUMBER
PA0825 (WA718)
W PORT ANGELES
1303 W 8TH STREET
PORT ANGELES, WA
98363
E -2
CINGULAR CONSTRUCTION QUALITY CONTROL CHECKLIST
ADMINISTRATION
Redlined Construction Drawings
Warranties
Ground Resistivity Test Report (5 OHMS or less)
Concrete Cylinder Tests Report
Certificate of Occuponcy (or equivalency)
Inspection Signoff Card
Final Release of Lien (conditional)
Building Permit (original)
Other.
.51IF Wr)RK
Access Road
Site Grading drainage
Finish Grade
Vegetation Control
Landscaping
Irregation System
Foner 0.
Gate. Stile Padlock
Gate Hardware Vandal Resistant
Fencing Barbed Wire
Fence Grounding
Gate Ground Strop
Mushroom Type Latch
J f till tirm•
Commercial Power Entrance Facility
Commercial Power Meter Installed
Ground Rod For Commercial Power
Padlock All Exterior Disconnect Panels
Telco Facility
Building Penetra tions Weather Sealed
Weather Heads (Proper Height)
Prninding•
Ground Ring
Bond Wire From Comm Power Grnd To Grnd Ring
XIT Ground Rod (When Required)
MGB Connection to Bldg. Ground
Ground Test Well (one test well w/ test loop)
TOWFR ANTFNNA MOUNTS
Foundation
Base Plate Grouting Drain Hole
Anchor Bolt Projection Lock Nuts
Erection
Height
Antenna Mounting Structure
Orientation
Step Bolts
Saftey Climbs
Coax Ladder
Paint
FM Tower Lighting
Grounding Bend Radius Locations
Bus Bars
Cadweld Quality
Art print, Mni rnte•
Antennas Located per Drawings
Hot Dip Galvanization
Orientation
Pitch Pocket Flashing
Roof Leak Tested
Grounding Bend Radius Locations
Cadweld (mounts bus bar)
Hardware Secure
Friprine rr hlp Trnlr
Install° tion
Cover
Horizontal Vertical Protection
Hot Dip Galvanization
Grounded to Ground Bus
f nnv Rridgp I nri ripr•
Bridge Protectects Coax Adequotely
Hot Dip Galvanization (all Materials)
Grounding Cadweld Quality
Weather Seal Where Attatched to Building
j:rnu no-ling
Materials
Bend Radius
Tight Connections
Double Lug Mechanical Connections
Cadweld Quality
Coldgaly. Cadwefds
No OX Grease Bus Bar Connections
C Complete
NC Not Complete
NA Not Applicable
C NC NA
C NC NA
C NC NA
COMMENTS
COMMENTS
COMMENTS
RnnftnrL nnghn uen•
Galvanized
Grounded
Weatherproof Flashing
ANTENNA HEI.IAX
Antpnnne•
Installation
Make Model
Quantity
Azimuth
Some Horizontal Plane (per sector)
Plumbness of Mount
Downtilt Bracket (confirm ea. panel antenna has one)
Measure of Downtilt (if applicable)
Size
Support 3 -0" Max.
Bend Radius (20")
Jumper Flows Directly into Antenna
Hangers 3' -0" 0.C. (no plastic devices)
Weatherproofing (Connectors Grounding Kits)
Color Coding (3 Places Minimum)
Drip Loop
Grounding (3 Ground Kits)
Tight Connection (At Bus Bars)
Antenna Specification Sheet (Filled in)
An 5..nnn Grnund Rue (Ar1R)•
Installation: Below coax port as shown on dwgs.
Size (4 x 20" x 1/4 with (27) -7/16" holes)
Insulated Standoffs
Bonding Jumpers
Bend Radius
Tight Connections (two bolt lugs except ground kits)
Cadweld Downlead
No OX Grease all Connections
EQUIPMENT ROOM
ban In niernnnprt-
Rating (200 Amp)
Interior Cleanliness
JKctruhutinn Phnpf•
Make Model (Square 0)
Rating Capacity (200 Amp)
Panel Labeling (Phenolic /Lamicoid)
Circuit Labeling (Typed Cord)
Breaker Size (Matches Drawings)
Interior Cleanliness
Wiring Quality
PnrtnhIP r:pnPl•ntnr Rorpptnrlp Pius•
Make Model
Motes with Female
Weather Sealed Caulked
Mnat nrnnnd Liue (Mag,�l•
Installation
Size (4" x 20" x 1/4' x with (27) -7/16" holes)
insulated Standoffs
Bonding Jumpers
Bend Radius
Tight Connections (two bolt connections)
Down Lead (two bolt through or cadweld)
Down Lead through wall properly sealed
Sake_
Backboard
Conduit Grounded (Bushing)
Pointed White
f:nhla I nriApr•
Installation Quality
Bonding Jumpers (two bolt connections)
Touch —up Paint
All Threads Capped
Cable Ladder End Caps
Height (7' -6" above finish Floor to bottom of troy)
c ,nnnpcc•
Building Interior
Interior Walls
Electrical Boxes and Panels
Bose Board
CLean, Wax (Anti— Static) Buff Floors
Construction Debris Removed
Other
ADDMONAL COMMENTS:
C NC NA
C /NC NA
COMMENTS
COMMENTS
2
N
en
W
J
W
CD
L
U
1
MN I♦ 1 1
R l 1 1
■■ii
ICEIC
Architects Engineers P.0
4720 20001 STREET SW, SU 200
LYNNWOOD, WA 98035
PHONE (4251 870 -5851
DATE: 08/08/2005
DRAWN BY CRW
CHECKED BY EJC
REVISIONS
DATE I DESCRIPTION I BY
06/12 ISSUED FOR RY
2005 40X CO REVIEW
07/20 ISSUED FOR IEM1
2005 CONSTRUCTION
08/08 ISSUED FOR FINAL )EA1t
2005 'CONSTRUCTION
SITE NUMBER
PA0825 (WA718)
W PORT ANGELES
1303 W 8TH STREET
PORT ANGELES, WA
98363
Q -1
eric frederick
From Linda Pangrle [Lpangrle @cityofpa.us]
Sent: Tuesday July 01 2008 1053 AM
To edf62869 @yahoo com
Subject: Permit fee breakdown for replacing antennas in Port Angeles
Hi Eric,
As you requested, the permit fee breakdown for each $20,000 00 antenna replacement project
is listed below
$226 04 Commercial Plan Check Fee
347 75 Building Permit Fee
4 50 State Surcharge
$578 29 Total cost per $20 000 00 project
Note I previously quoted you $573 79 (the cost without the $4 50 State Surcharge), but I
have been instructed to include the State Surcharge
The price will be $578 29 per $20,000 00 project
I hope this information is helpful
Linda Pangrle
Permit Technician
City of Port Angeles
321 E 5th St
Port Angeles, WA 98362
360 -417 -4815
360- 417 -4711 FAX
1pangrle @cityofpa us
1
Application Number
Application pin number
Property Address
ASSESSOR PARCEL NUMBER
Tenant nbr name
Application type description
Subdivision Name
Property Use
Property Zoning
Application valuation
Owner
CITY OF PORT ANGELES
PO BOX 1150
PORT ANGELES
Other struct info
Permit
Additional desc
Permit pin number
Permit Fee
Issue Date
Expiration Date
Other Fees
Fee summary
T \Policies \1102_15 building permit inspection record05 wpd [1/4/2005]
CITY OF PORT ANGELES
DEPARTMENT OF COMMUNITY DEVELOPMENT BUILDING DIVISION
321 EAST 5TH STREET PORT ANGELES, WA 98362
WA 983620217
Special Notes and Comments
02/05/2007 11 34 AM PERMITS
PERMIT EXTENDED AS REQUESTED BY CORY
DELIKAT ON 1/30/2007
06 00000375
570375
613 G ST
06 30 00 0 1 5300 0000
SHANE PARK DUGOUTS
COMM NEW CONST
UNKNOWN
2000
Contractor
OWNER
TOTAL LOT COVERAGE
CONSTRUCTION TYPE
HARD SURFACE AREA
NUMBER OF STORIES
EXISTING LOT COVERAGE
LOT SIZE
PROPOSED LOT COVERAGE
TOTAL LOT COVERAGE
NUMBER OF UNITS
BUILDING PERMIT COMMERCIAL
NEW BALL PARK DUGOUT
75218
95 75
4/21/06 Valuation
10/18/06
Plan Check Fee
Qty Unit Charge Per
BASE FEE
15 00 3 0500 HND BL -501 2K (3 05 PER C)
Date 2/05/07
1
1
1 0 0
1 00
1 00
1 00
1 00
1 00
1 00
Extension
50 00
45 75
STATE SURCHARGE 4 50
Charged Paid Credited
Permit Fee Total 95 75 95 75 00
Plan Check Total 00 00 00
Other Fee Total 4 50 4 50 00
Grand Total 100 25 100 25 00
Due
00
00
00
00
00
2000
Separate Permits are required for electrical work, SEPA, Shoreline, ESA, utilities, private and public improvements. This permit becomes
null and void if work or construction authorized is not commenced within 180 days, if construction or work is suspended or abandoned
for a period of 180 days after the work as commenced or if required inspections have not been requested within 180 days from the last
inspection. I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of
laws and ordinances governing this type of work will be complied with whether specified herein or not. The granting of a permit does not
presume to give authority to violate or cancel the provisions of any state or local law regulating construction or the performance of
construction.
Signature of Contractor or Authorized Agent Date Signature of Owner (if owner is builder) Date
CALL 417 -4815 FOR BUILDING INSPECTIONS. CALL 417 -4735 FOR ELECTRICAL INSPECTIONS.
CALL 417 -4807 FOR PUBLIC WORKS UTILITIES
PLEASE PROVIDE A MINIMUM 24 HOUR NOTICE. IT IS UNLAWFUL FUL TO COVER, INSULATE OR CONCEAL ANY WORK BEFORE
INSPECTED AND ACCEPTED. POST PERMIT IN A CONSPICUOUS LOCATION
KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE.
INSPECTION TYPE DATE ACCEPTED COMMENTS
FOUNDATION:
FOOTINGS
SHEAR WALLS WALLS
FOUNDATION DRAINAGE DOWN SPOUTS
PIERS
POST HOLES (POLE BLDGS.)
PLUMBING
UNDER FLOOR SLAB
ROUGH -IN
WATER LINE (METER TO BLDG)
GAS LINE
BACK FLOW WATER
AIR SEAL
WALLS
CEILING
FRAMING
JOISTS GIRDERS
SHEAR WALL/HOLD DOWNS
WALLS ROOF CEILING
DRYWALL (INTERIOR BRACED PANEL ONLY)
T -BAR
INSULATION
SLAB
WALL FLOOR CEILING
MECHANICAL
ROUGH -IN
HEAT PUMP /FURNACE /DUCTS
GAS LINE
WOOD STOVE PELLET CHIMNEY
MANUFACTURED HOMES
FOOTING SLAB
BLOCKING HOLD DOWNS
SKIRTING
PLANNING DEPT SEPARATE PERMIT #1's
PARKING /LIGHTING
LANDSCAPING
ELECTRICAL LIGHT DEPT
CONSTRUCTION RW PW/ 417 4807
ENGINEERING
417 -4653 I
I PLANNING DEPT 417 -4750 I
I BUILDING 417 -4815
T• \Policies \1102 15 building permit inspection record05.wpd [1/4/2005]
I FIRE
RESIDENTIAL
BUILDING PERMIT INSPECTION RECORD
14 -6
YES
FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/USE
DATE YES NO COMMERCIAL DATE ACCEPTED
YES I NO
417 -4735 ELECTRICAL
LIGHT DEPT
NO
FINAL
FINAL DATE
SEPA.
ESA.
SHORELINE:
CONSTRUCTION RW
PW ENGINEERING
I FIRE DEPT.
I PLANNING DEPT
I BUILDING
DATE ACCEPTED BY.
ACCEP I"EI) BY.
1 c Ain i r r o t11- J -to
W A S H I N G T O N U S A
PUBLIC WORKS UTILITIES DEPARTMENT
January 30, 2007
I would like to ,ask for an extension of the permit for the Shane Park Dugouts. This has
been a joint project between the City of Port Angeles and the Adult Softball League and
we still need to build one more dugout. Schedule completion should be in Apnl.
hank You r`
Corey Delikat
City of Port Angeles
Assistant Supenntenderit Streets/Parks
321 EAST FIFTH STREET P •0 BOX 1 1 50 PORT ANGELES WA 8362-0217
PHONE 360 -417 4805 FAX 360 -4.17 454,2 TTY 360 -417 4645
E MAIL PUBWORKS@CI PORT ANGELES WA US
r
Application Number
Application pin number
Property Address
ASSESSOR PARCEL NUMBER
Application type description
Subdivision Name
Property Use
Property Zoning
Application valuation
Owner
CITY OF PORT ANGELES
PO BOX 1150
PORT ANGELES
Other struct info
CITY OF PORT ANGELES
DEPARTMENT OF COMMUNITY DEVELOPMENT BUILDING DIVISION
321 EAST 5TH STREET PORT ANGELES, WA 98362
WA 983620217
06 00000375
570375
613 G ST
06 30 00 0 1 5300 0000
COMM NEW CONST
UNKNOWN
2000
T• \Policies \1102 15 building permit inspection record05 wpd [1/4/2005]
Contractor
OWNER
TOTAL LOT COVERAGE
CONSTRUCTION TYPE
HARD SURFACE AREA
NUMBER OF STORIES
EXISTING LOT COVERAGE
LOT SIZE
PROPOSED LOT COVERAGE
TOTAL LOT COVERAGE
NUMBER OF UNITS
1
1
Permit BUILDING PERMIT COMMERCIAL
Additional desc NEW BALL PARK DUGOUT
Permit pin number 75218
Permit Fee 95 75 Plan Check Fee 00
Issue Date 4/21/06 Valuation 2000
Expiration Date 10/18/06
Qty Unit Charge Per Extension
BASE FEE 50 00
15 00 3 0500 HND BL -501 2K (3 05 PER C) 45 75
Other Fees STATE SURCHARGE 4 50
Fee summary Charged Paid Credited Due
Date 4/21/06
1 00
1 00
1 00
1 00
1 00
1 00
1 00
Permit Fee Total 95 75 95 75 00 00
Plan Check Total 00 00 00 00
Other Fee Total 4 50 4 50 00 00
Grand Total 100 25 100 25 00 00
Separate Permits are required forelectrical work, SEPA, Shoreline, ESA, utilities, private and public improvements. This permit becomes
null and void if work or construction authorized is not commenced within 180 days, if construction orwork is suspended or abandoned
fora period of 180 days after the work as commenced, or if required inspections have not been requested within 180 days from the last
inspection. I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of
laws and ordinances goveming this type of work will be complied with whether specified herein or not. The granting of a permit does not
presume to give authority to violate or cancel the provisions of any state or local law regulating construction or the performance of
construction.
11/4,
*nature of Contractor or Authorized Agent Date Signature of Owner (if owner is builder) Date
V+
FOUNDATION:
FOOTINGS
SHEAR WALLS WALLS
FOUNDATION DRAINAGE DOWN SPOUTS
PIERS
POST HOLES (POLE BLDGS.)
PLUMBING
UNDER FLOOR SLAB
ROUGH -IN
WATER LINE (METER TO BLDG)
GAS LINE
BACK FLOW WATER
AIR SEAL
WALLS
CEILING
FRAMING
JOISTS GIRDERS
SHEAR WALL/HOLD DOWNS
WALLS ROOF CEILING
DRYWALL (INTERIOR BRACED PANEL ONLY)
T -BAR
INSULATION
SLAB
WALL FLOOR CEILING
MECHANICAL
HEAT PUMP FURNACE DUCTS
GAS LINE
WOOD STOVE PELLET CHIMNEY
COMMERCIAL HOOD DUCTS
MANUFACTURED HOMES
FOOTING SLAB
BLOCKING HOLD DOWNS
SKIRTING
CALL 417 -4815 FOR BUILDING INSPECTIONS. CALL 417 -4735 FOR ELECTRICAL INSPECTIONS.
CALL 417 -4807 FOR PUBLIC WORKS UTILITIES
PLEASE PROVIDE A MINIMUM 24 HOUR NOTICE. IT IS UNLAWFUL TO COVER, INSULATE OR CONCEAL ANY WORK BEFORE
INSPECTED AN, I ACCEPTED. POST PERMIT IN A CONSPICUOUS LOCATION
KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE.
INSPECTION TYPE DATE ACCEPTED COMMENTS
YES 1 NO
PLANNING DEPT SEPARATE PERMIT #'s
PARKING /LIGHTING
LANDSCAPING
RESIDENTIAL
ELECTRICAL LIGHT DEPT
CONSTRUCTION R.W PW/
ENGINEERING 417 -4807
FIRE 417 -46 5.3
PLANNING DEPT 417 -47
BUILDING 417-4815
BUILDING PERMIT INSPECTION RECORD
T \Policies \1102 15 building permit inspection record05.wpd [1/4/2005]
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FINAL
FINAL
SEPA.
ESA.
SHORELINE.
FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/USE
DATE YES NO COMMERCIAL DATE ACCEPTED
YES I NO
417 -4735 ELECTRICAL
LIGHT DEPT
CONSTRUCTION R.W
PW ENGINEERING
FIRE DEPT
PLANNING DEPT
1 BUILDING
DATE ACCEPTED BY.
DATE ACCEPTED BY.
Applicant or Agent:l 1 S i kont
to w
Owner l P,t't 1 C,e
Address: City
Architect/Engmeer
Contractor
Address:
PROJECT ADDRESS
LEGAL DESCRIPTION Lot: Block:
CLALLAM COUNTY PARCEL NUMBER. D C9 3 O c90 c2 h► l Cr')
TYPE OF WORK.
Residential g New Constr Re -roof Stove
Multi family Addition Move Garage
Commercial Remodel Demohtion Deck
Repair Sign Other
BRIEF DESCRIPTION OF THE PROJECT
o v7
COMMERCIAL/RESIDENTIAL. Occupancy Group
BUILDING PERMIT APPLICATION
Fill out COMPLETELY and in INK. Your application and site plan MUST BE
COMPLETE to be accepted for review If you have any questions, call
PERMITS (360) 417 -4815 FAX(360)417 -4711
State License
42 n 7 sT city.
S A tt K
No of Stones: Lot Size: Existing Sq Ft.
Total lot coverage
PLANNING USE ONLY
ESA/Wetland(s) Yes No SEPA Checklist required? Yes No Other
T•\FORMS\BIdgPermitform.wpd Applicant:
Phone: `Y! 4 1364
Phone:
Zip
Phone:
Exp Phone:
Zip
(th c_S ZONING
Subdivision.
C�d 0
SIZE/VALUATION
SF /SF
SF /SF
SF /SF
TOTAL VALUATION i C)
Occupant Load. Construction Type
Proposed Sq Ft. TOTAL Sq Ft.
VALUATION OF CONSTRUCTION In all cases, a valuation amount must be entered by the applicant.
This figure will be reviewed and may be revised by the Building Division to comply with current fee schedules. Contact the Permit
Coordmator at 417 -4815 for assistance.
PLAN CHECK FEE. IF a plan check fee is due it must be submitted at the time the building permit application and construction plans are
submitted. All other permit fees are due at the time of permit issuance.
EXPIRATION OF PLAN REVIEW If no permit is issued within 180 days of the date of application, the application will expire. The
Building Official can extend the time for action by the applicant up to 180 days upon written request by the applicant (see Section
R105.3.2 of the International Buildmg/Residential Code, 2003). No application can be extended more than once.
I hereby certify that I have read and examined this application and know the same to be true and correct. I am authorized to
apply for this permit and understand that it is my responsibility to determine what permits are required not the City's, and that I
must obtain such permits prior to w
Date: 4d at O
FOR OFFICIAL USE ONLY
Date Rec. I"' 0c
Pennit 6 /d
Date Approved:
Date Issued:
APPROVALS
PLAN
BLDG
DPWU
FIRE.
OTHER.