23931 HIGHWAY 99.PDFiiiiiiiiiiiiii
14081
23931 HIGHWAY 99
Q-
ADORESS:
TAX ACCOUNT/PARCEL
BUILDING PERMIT (NEW STRUCTURE):
COVENANTS (RECORDED) FOR:
CRITICAL AREAS:—qf,�Mq DETERMINATION: Ej Conditional Waiver E] Study Require Waiver
I �K
DISCRETIONARY PERMIT #'S:
DRAINAGE PLAN DATED:
PARKING AGREEMENTS DATED:
EASEMENT(S) RECORDED
PERMITS (OTHER):
PLANNING DATA CHECKLIST DATED:
SCALED PLOT PLAN DA
SEWER LID FEE $:
SHORT PLAT FILE: LOT:
SIDE SEWER AS BUILT DATED:
SIDE SEWER PERMIT(S) #:
GEOTECH REPORT DATED:
STREET USE / ENCROACHMENT PERMIT #:
FOR:
WATER METER TAP CARD DATED:
LID #:
BLOCK:
L-\TEMP\DSTs\Fomis\Strcet File Checklist.doc
PLANNING DATA
New Commercial / Multi -Family Projects
=FILE I
Name: 's eza_ ?
Date: 57.
Site Address:
Plan Check #: BLD
Project Description:
Use(s) Proposed:
Allowed Use: (YES / NO) /V,4
CUP File Number:
To Allow What Uses:
Legal Nonconforming Land Use Determination Issued: (YES l(K
Reduced Site Plan Provided: (YES / NO)
Zoning:
Map Page:
Comp Plan Designation: 44wa
q9 6v-ropf�
Corner Lor(�Y7ESS)NO) kF— e_^-A
Flag Lot: (YEi�D
ADB File Number t waived)-
_ 4
V- . 1
,,,(d,a 0, 49 5.0
Lot Area: q o
f0_1a"A_+--fV
Plans Match ADB Approved: (YES / NO)
Shoreline Required: (YES(gStI
Critical Areas Determination #: I 'It Oil? 02 �)l
El Study Required
XW—aiver
SEPA [�etermination:
E_
,1�empt
El Needed (for sites with 500 cubic yards of grading or within 200 feet of Puget Sound or Lake
Ballinger. Requires: 1 Fee, (2) Environmental Checklist, and (3) APO List with notarized form).
L
Required Setbacks
Street:
Side. ol
Side:
Rem!
ActualSetbacks
Stree"L
T§iae: 2�( .1
Side* 1051
1-""Mr-
Lot Coverage/FAR Required: "&*-n e,
Lot Coverage/FAR Provided:
Lot Coverage]FAR Calculations:
Building Height
Datum Point:
Datum Elevation:
Maximum Height:
Actual Height:
Subdivision:
Lot Aggregation Required:
Landscaping
Landscaping Matches ADB Approved:
Landscaping Bid Provided: (YES / NO)
[Bond Amount (100% Bid):
Plan Review By:
a PLANNING DATA
New Commercial / Multi -Family Projects
C, arking.Analysis
ommercialf__
Business Name
Type/Use
Parking
Ratio
Tenant
Area
Required
Parking
Total Parking Required. -
Total Parking Provided.-
:,,,,',,Wa�Y4Fam"rking.Ana
# Bedrooms per Dwelling Unit
Parking Ratio
# Units
Required
Parking
Studio
1.2/D.U.
1 Bedroom
1.5/D.U.
2 Bedrooms
1.8/D.U.
3 + Bedrooms
2.0/D.U.
Total Parking Required. -
Total Parking Pro vided.-
:Othbf�
Plan Review By:
NAME: MEW t7V
Sl YE ADDRESS:
PROJECT DESCRIP
0 PLANNING DATA �SNMEET FILE
i DATE: I Q 1141 LOD '�T
V6 1 PLAN CHK#:
REDUCED SITE PLAN PROVIDED?: (Yes I No)
MAP PAGE: 0 0 (0 CORNER LOT: &No) FLAG LOT: (Yes 16
ZONING: C, &- CRITICAL AREAS DETERMINATION #:-OA-�J-40 9 - 0 2- 3 9
Study Reguired-
Waiver
U Conditional Waive(
SEPA DETERMINATION:
cl Fee
U Checklist
U APO list w/ notatized forin
Ll(14"ded for 500 cubic yards of grading, Shoreline Area- site within 200 ft- of Puget Sound or Lake Ballinger)
10 Exe(npt
SETBACKS: PAyw c r 4
vei-io a c*- area 6k a a n4�reapecl a 6 r,--qLA I, a
Required Setbacks: Isplyeet 10Y vvi-p, Ac>a, I ri
Street:' I L-eft-Side: 444g"Side: a (. L-o Y a a vi e, w I f-VI
Actual Setbacks: W00'r
Street: -NJ V 4--e�Side: RigW Sid,: t4 Reel :_jWj C/ WleApfC-r 2,0-10,)
Street map cbeckeA for additional setback required? (Yes I No I ON�A t1lie C-C.DC,
U DETACHED STRUCTURES:
U ROCKERIES:
U FENCE S/TRELLISES:
U BAY WINDOWS I PROJEC FING MODULATION:
OrSTAIRS) DECKS: e)(C60-6 V1 �
ri o vie, c;, vwwyl
tp^ eq i -t f,, F i am,
PARKING: kc�qmif-4 [2,;;, Actual: 1`i� Lj r P Irly f 10 or , -'�, 95 7.15
10W*Y f-tDOY 2-400 91
LOTAREA: 10 )DOD
LOI UUVEKAUL:
Calculations:
��14
P-etoti Pee .300p) = 12.
f-� I peY- L+ DO 01 ) = (9
c.LA slmrne�r seoAte
cyn- %.% t-c�
BUILDING HEIGHT-
Oaturn Point: N1 0 (-",Ort4 &-e, 2�5 DaturnElevation: NO (,ttA-1sJ&-6
Maxif"um Allowed:
A-D.U- CREATED?:
SUBDIVISION,
LEGAL NONCONFORMING LAND USE DETERMINATION ISSUED:
OT"ER:AXAB� ki/y 10i+!+.
Plan Review By: W��
U
NewBPP1ann1ngDataForm,D0C
APPLICATION
for
The City of Edmonds SME SEWMR PERMT
NEW CONSTRUCTION 0 REPAIRS 0
OWNER .... Smyth ... ... Gi-..W ................ .
--------------------- ..................
ADDRESS .23CI.al ...... :Riq-h-W
I .. Ck.q� ----- ca ................... ..................
Wawa
Lu
uj
cc
co
EASEMENT No . .........
CONTRACTOR............................... ........................................................... ...... PF.I:tlm No.,:�,
LEGAL DESCRIPTION: LOT No . .............................................. BLOCK No . ............................................
NAME OF ADDITION
juna, lq-IaL
D4a, Ta-s+aci On 5qwcr
Approved:
DATE................................................ BY ................... -----------
w
m
16 tfty *F Umnds
OWNER ..........
..................................
HOUSE No . ...... ............
Lu
.j
=-MOM
uj
APPLICATION
for
SEDE SEWER PERMIT
OUTSIDE 0 INSIDE 0 REPAIRS 0
... CONTRACTOR .................. .. .... ...........
STREET
AVENUE LOT No. - ............................
NAME ADD ......................... ............
jy
I 9A
CARD No . . ..........
EASEMENT No. ....... . .............
......... ....... ............................................ PERMIT.No
..... — ....... ................... BLOCK No . .. . ..... ...... .... ... . . ..........
I ................ .. — .................... — ..................................................................
Date Approved:
BACKFILL WORK ORDER ISSUED ................... .................. DEPOSIT
t ...................................... ............. ....... . .......... ............
SEWER WORK ORDER ISSUED ...... .......... ......... - .......... DATE/... ..... BY
/' ................. ............... ....... ............. ..........
FILE NO. _Z3 'I
Pritical Areas Checkliso
--------------------------------------------------------------
Site Information (soils/topography/hyclrology/vegetation)
1. Site Address/Location: 16 KW L�,�
2. Property Tax Account Number: - cc) -CH -01
3. Approximate Site Size (acres or square feet): A e e L-5
4. Is this site currently developed? K yes; —no.
If yes; how is site developed? L � U I L-0 e_ Y_ I
5. Describe the general site topography. Check all that apply.
XFlat: less than 5-feet elevation change over entire site.
Rolling: slopes on site generally less than 15% (a vertical rise of I 0-feet over a
horizontal distance of 66-feet).
Hilly: slopes present on site of more than 15% and less than 30% ( a vertical rise of
10-feet over a horizontal distance of 33 to 66-feet).
Steep: grades of greater than 3 0% present. on site (a vertical rise of I 0-feet over a
horizontal distance of less than 33-feet).
Other (please describe):
6. Site contains areas of year-round standing water: NO Approx. Depth:
7. Site contains areas of seasonal standing water: N6 Approx. Depth:
What season(s) of the year?
8. Site is in the floodway M — floodplain of a water course.
9. Site contains a creek or an area where water flows across the grounds surface? Flows are year-
round? A �Q Flows are seasonal? (What time of year?
10. Site is primarily: forested —;.jneadow shrubs mixed
urban landscaped (lawn,shrubs etc) PA V fb
11. Obvious wetland is present on site:
D'EMMINATION
^c&_chk.doc; Ray 10/03/97
0
City of Edmonds
RECEIVE'D--
SEP 2 4 1998
PERMIT COUNTE�
'TW - CRITICAL AREAS CHECKLIST
The Critical Areas Checklist contained on this form is
to be filled out by any person preparing a
Development Permit Application for the City of
Edmonds prior to his/her submittal of a development
permit to the City.
The purpose of the Checklist is to enable City staff to
determine whether any potential Critical Areas are, or
may be, present on the subject property. The
infonnation needed to complete the Checklist should
be easily available from observations of the site or
data available at City Hall (Critical Areas inventories,
maps, or soil surveys).
An applicant, or his/her representative, must fill out
the checklist, sign and date it, and submit it to the
City. The City will review the checklist, make a
precursory site visit, and make a determination of the
subsequent steps necessary to complete a development
permit application.
Please submit a vicinity map along with the signed
copy of this form to assist City staff in finding and
locating the specific piece of property described on
this form. In addition, the applicant shall include
other pertinent information (e.g., site plan, topography
map, etc.) or studies in conjunction with this Checklist
to assist staff in completing their preliminary
assessment of the site
I have completed the attached Critical Areas Checklist and attest that the answers provided are factual, to the
best of my knowledge (fill out the appropriate column below).
Owner/Applicant:
C)Nz 7-NAG7 PAC (P 1�-
Name
I-P
si .
Street Address
city State Zip
Telephone
Signature
Date
Applicant Representative:
Name
Street Address
:i:�C' (-,4 QU k I A- 9�Ro 1) �1
city State Zip
Telephone
=hff4&�De--
Signature
9 (;q
Date
creceptionVanakacl.doc
(over)
1117 C. is) "I
Tim McFadden
P.O. Box 1321
Issaquah, WA 98027
Subject
Dear Applicant:
CITY OF EDMONDS BARBARA FAHEY
MAYOR
121 5TH AVENUE NORTH - EDMONDS, WA 98020 - (425) 771-0220 - FAX (425) 771-0221
COMMUNITY SERVICES DEPARTMENT
Public Works e Planning /Building e Parks and Recreation * Engineering - Wastewater Treatment Plant
September 28, 1998
Determination regarding Critical Areas Checklist # 98-239
Enclosed please find a copy of the Critical Areas Checklist you submitted. The "DETERMINATION" reached by the City
is located on the reverse side of the form (bottom of page).
It is very important for you to retain a copy of this Critical Areas Checklist "DETERMINATION" for your records.
........ .. ......... ............
IMPORTANT INFORMA TION TO BE NOTED:
PLEASE EXAMINE THIS" DETERMINATION" FOR ADDITIONAL REQUIREMENTS. YOU MAY NEED TO SUBMIT
ADDITIONAL INFORMATION SUCH AS AN ENVIRONMENTAL CHECKLIS OR CRITICAL AREAS STUDY.
The 'DETERMINATION' for the Critical Areas Checklist you submitted is a site -specific determination not a
project -specific determination.
wo, You must submit a copy of the CRITICAL AREAS CHECKLIST and DETERMINATION WITH ALL .40
PERMIT APPLICATIONS or YOUR APPLICATION WILL NOT BE PROCESSED.
Permit applications include the following:
Building Permits
Conditional Use Permits
Subdivisions
Variances
Applications to the ADB* Land Use Applications
Any other development permit applications.
cc: GTE Wireless of the Pacific
Enc: Determination
* Architectural Design Board
C:Reception\Jana\CRLTR.doc
Thank you.
Planning Secretary
0 Incorporated August 11, 1890 0
Sister Cities International — Hekinan, Japan
APPLICATION CARD No . ......................................
for
Vie City of Edmonds SIDDE SEWER PERN[IT
EASEMENT No . ......................................
OUTSIDE INSIDE REPAIRS
41�il - I- 1 0 [!o 2
OWNER .......... Zd!:� ...... *� .............. /,
............................................. CONTRACTOR .......... . e.d J . ......... ................................ PERMIT No . .........................
Vj
ST13MET
...........
HOUSE No. . ............................ AVENUE LOT No - ---------------------------------------------------------------------- BLOCK No . ...............................................
. ....... . .....
NAMEADD - ------------------------------------------------------------------------------------------------------------------------------------------------------------
Date Approved:
BACKFILL WORK ORDER ISSUED ................................... DEPOSIT, � .............................................
SEWERWORK ORDER ISSUED ..................... .................... DATE ................................................ Ey ...................................................................
PLANNING DATA
New Commercial I Multi -Family Projects
-(
Name.- 6_u- (Cr, I
(e-
Date:
Site Address--
Plan Check #:.BLD - 2010 —05'7Y
Project Description: TT -
Use(s) Proposed:6-- t �or S R&5 4- +e-, �r,
Allowed Use: (XE ,V/ NO)
CUP File Number:
To Allow What Uses:
Legal Nonconforming Land Use Determination Issued: (YES 1 0
Reduced Site Plan Provided: (YES /&(5)
Zoning: C 6—'
Map Page:
Comp Plan Designation:
Corner Lot: e� NO)
t
Flag Lot: (YES I
ADB File Number (date waived):
LotArea.-
Plans Match ADB Approved: (YES NO) /Aq-
Shoreline Required: (YES i(�5)
Critical Areas Determination #-.
Study Required a
El Waiver
SEPA Determination:
EN:fftempt
El Needed (for sites with 500 cubic yards of grading or within 200 fee' t of Puget Sound or Lake
Ballinger. Requires: (1) Fee, (2) Environmental Checklist, and (3) APO List with notarized form)-
�qiii
Street:
Side.-
Side:
Rear:
Ac ibks
Street-
Side:
Side:
Rear:
Lot Coverage/FAR Required:
Lot C overage/FAR Provided -
Lot Coverage/FAR Calculations:
Datum Point:
9'a'ium Elevation:
Maximum Height:
Actual Height:
Subdivision:
Lot Aggregation Requ'
Landsca g Matches ADB Approved:
"n-d-'scaping Bid Provided: (YES / NO)
Bond Amount (10 . 0% B . id):
Plan Review By:
PLANNING DATA
New Commercial I Multi-Fami ly Projects
Par*i
Cbmmprci4l, ng:Aiialysis
Business Name
Type/Use
Parking
Ratio
Tenant
r4t Area
Required
Parking
21t4 S-D 0
5t,� A
'OD
J
J ZO ID 0�,3
W/C ey, C-
Total Parking Required.
Total Parking Provided
zi
multf-F-oirilk -'P*k#i# A��
# Bedrooms per Dwelling Unit
Parking Ratio
�Its
Required
Pai I rking
Studio
1-21D.U-
I Bedroom
2 Bedrooms
1-81D.U.
3 + Bed
2.0/D.U-
Total Parking Required.,
Total Parking Provided. -
Plan Review By:
PLANNING DATA =FILE
New Commercial I Multi -Family Projects
Name: A,ne_�az., Z Z'EPAc- LJ-0�
Date:
La\ho
Site Address:
'
Plan Check #: BLD -DLO\00-583
Project Description: ko cor�_eA- 0QPce.
-cor- dr1A%Ck.ezR_�ned10z% -XrNct A-reOkMeA.
Use(s) Proposed: —"all— c-Or%e,-W�')rAllowed
Use: & NO)
CUP File Number: N/A
To Allow What Uses:
Legal Nonconforming Land Use Determination Issued: (YES /9�
Reduced Site Plan Provided: (YES
Zoning: CIG
Map Page:
Comp Plan Designation:
9C?
Corner Lot: O�0)
Flag Lot: (YES /10 �J
ADB File Number (date . waived): NIA,
OrNy.
Lot Area:
No 6--n-
Plans Match ADB Approved: (YES I NO) A/ /A
Shoreline Required: (Y�qlo
Critical Areas Determination #: NIA
El Study Required
0 Waiver
SEPA Determination: 0<eoc
NExempt
El Needed (for sites with 500 cubic yards of grading or within 200 feet of Puget Sound or Lake
Ballinger. Requires: (1) Fee, (2) Environmental Checklist, and (3) APO List with notarized form).
Street:
Side:
Side:
Rear:
Ilk
Street-
e:
Sid
ar,
Lot Coverage/FAR Required:
Lot Coverage/f_AGr� 4ed:
'010,
Lot Coverage/FAR Calculations:
P�ui�ld� �et
Datum Point:
&A�*Elevation:
Maximum Height:
XAI-Jtual Height:
Subdivision:
Lot Aggregation Required:
'or z
Landscaping Ma s A oved:
Landscaping Bid Avidec�/(YES I NO)
_Z_
Bond Amount (100% Bid):
Plan Review By__�.
"o.,
PLANNING DATA STREET FILE
New Commercial I Multi -Family Projects
Commercialfaiking A
Business Name
Type/Use
Parking
Ratio
Tenant
Area
Required
Parking
o"fce.
Lf 00
G
AM
r=A
Total Parking Required.
Total Parking Provided.
Nu1&-_Fam#yA44h7 " 'a
# Bedrooms per Dwelling Unit
Parking Ratio
# Units
Required
Parking
Studio
1.21D.U_
1 Bedroom
1_51D.U.
2 Bedrooms
1.8/D.U.
3 + Bedrooms
2.0/D.U.
Total Parking Required. -
Total Parking Provided.
Plan Re view By:
;.00
I
ql3lio * Fee5
m FILE
City of Edmonds �1 ET
Traffic Impact Analysis Worksheet
Name of Proposed Project: _Sat� AivauL� .
Owner/Applicant
4--- 1 "
Name
f=kGRA2h!1
Street/Mailing Address
'erD M L? k I Q!�-, 6J An
City State Zip
Telephone:
Traffic Engineer who gXa�g6 tk%
AP J
Firm Name
Telephone:
THRESHOLD LEVELS OF ANALYSIS
.". lb�
Applicant Contact Person:
4.0 VA:!e A A-0121 Z. er""_
Name .1 % I %
Street/Mailing Address
city
Telephone:
State Zip
ct Analysis (if applicable): AUG 18 ENO
1) 9 rE L_ 9 P W G-147 6 EIR, -,- i z-,- E G T A.
Contact Name C11Y OF Wrwokw
E-mail:
Project Traffic Levels
Sections to Complete
1. Less than 25 peak -hour trips generated
1 and 7 only (Worksheet/Checklist)
Il. More than 25 peak -hour trips generated
All sections
1. PROJECT DESCRIPTION
a. Location - Street address:
b. Specify existing land use:
STREET FILE
01
a vicinity map and site plan.)
c. Specify proposed type and size of development:
(# of residential units andlor squarefootage of building)
Revised on 6124110
E82 - Traffic Impact Analysis Worksheet
Page I of 5
d. Date construction will begin and be completed:
e. Define proposed access locations:
f. Define proposed sight distance at site egress locations:
2. TRIP GENERATION
Source shall be the Eighth Edition of the Institute of Transportation Engineers (ITE) Trip Generation
manual. For independent fee calculations, the current edition of the ITE manual may be used.
ADT = Average Daily Traffic
PM Peak -hour trips (AM, noon or school peak may also apply as directed by the City Engineer)
a. Existing Site Trip Generation Table:
Land Use
Daily (ADT)
PM Peak -Hour Trips
IN
OUT
b. Proposed Project Trip Generation Table:
Land Use
Daily (ADT)
PM Peak -Hour
Trips
IN
OUT
c. Net New Project Trip Generation Table:
Land Use
Daily (ADT)
PM Peak -Hour Trips
IN
OUT
d. State assumptions and methodology for internal, link -diverted or passby trips:
Revised on 6124110 E82 - Traffic Impact Analysis Worksheet Page 2 of 5
3. TRIP DISTRIBUTION
Prepare and attach a graphic showing project trip distribution percentages and assignments. For
developments that generate over 75 peak -hour trips, the City Engineer reserves the right to require
trip distribution to be determined through use of the City traffic model.'
4. SITE ACCESS ROADWAY/DRIVEWAYS AND SAFETY
a. Have sight distance requirements at egress location been met per AASHTO requirements?
b. Intersection Level of Service (LOS) Analysis:
Intersections to be evaluated shall be determined by the City ofEdmonds Traffic Engineer
Existing Conditions
LOS
Delays
Year of Opening
LOS
Delays
Five Years Beyond Change of
Land Use
LOS
I
�`ds
Delays
I
c. Describe channelization warrants:
(Attach stripingplan.) -
d. Vehicle Storage/Queuing Analysis (calculate 50% and 95 % queuing lengths):
50%
95%
Existing Conditions
Year of Opening
Five Years Beyond Change of
Land Use
e. If appropriate, state traffic control warrants (e.g. stop sign warrants, signal warrants):
f. Summarize local accident history2 (only required for access to principal and minor arterials):
1 Available upon request at City of Edmonds Development Services Department
2 Available upon request at City of Edmonds Police Department
Revised on 6124110 E82 - Traffic Impact Analysis Worksheet Page 3 of 5
5. TRAFFIC VOLUMES
Provide the following and other planned development traffic within the city.1
a. Describe existing ADT and peak -hour counts (less than two years old), including turning
movements, on street adjacent to and directly impacted by the project.
b. Describe the estimated ADT and peak -hour counts, including turning movements, the year the
project is fully open (with and without project traffic).
c. Describe the estimated ADT and peak -hour counts, including turning movements, five years
after the project has been fully open (with and without project traffic).
d. State annual background traffic growth factor and source:
6. LEVEL OF SERVICE (LOS) ANALYSIS
a. Summarize Level of Service Analysis below and attach supporting LOS analysis documentation.
Provide the following documentation for each arterial street or arterial intersection impacted by
ten or more peak -hour trips. Other City -planned developments' must also be factored into the
LOS calculations.
LOS
LOS
Existing Conditions
Existing
Delays
Year of Opening
With Project
Without Project
Five Years Beyond Change of
Land Use
With Project
Without Project
b. Note any assumptions/variations to standard analysis default values and justifications:
1 A list of planned developments are available at the City upon request for public records
Revised on 6124110 E82 - Traffic Impact Analysis Worksheet Page 4 of 5
7. MITIGATION RECOMMENDATIONS
State recommended measures and fees required to mitigate project specific traffic impacts. Traffic
impact fee shall be calculated from the Edmonds Road Impact Fee Rate Study Table 4 (attached)
and as identified in ECDC 18.82.120, except as otherwise provided for independent fee calculations
in ECDC 18.82.130.
CHANGE IN USE
Fee for prior use shall be based on fee established at the time the prior use was permitted. If the
previous use was permitted prior to the adoption of Ordinance 3516 (effective date: 09/12/04),
the 2004 ECDC 18.82.120 impact fee shall be used.
ITE Land Use Category
New Use
Prior Use
Per Unit
Fee Rate
$ �2
P1113 X
s 143 1 x
Units in
square feet,
# of dwelling,
vfp, etc.
C) 50
Fee
A
New Use Fee: $ Prior Use Fee: $ $ 911
El NEW DEVELOPMENT
ITE Land Use Category
Per Unit
Fee Rate
FNew Use
$
0 OTHER
X
Units in
square feet,
# of dwelling,
vfD. etc.
MITIGATION FEE RECOMMENDATION:
S
INDEPENDENT FEE CALCULATION: $200.QQ.�ultant fee)
$
TOTAL TRAFFIC IMPACT FEE
$
City of Edmonds,
n Approval
9
'No impact fees will be due, nor will a credit be given, for an impact fee calculation resulting in a net negative.
Revised on 6124110 E82 - TraJf1c Impact Analysis Worksheet Page 5 of 5
RM
2009 - Impact Fee Rate Table
Edmonds Streets and Roads Impact Fee Rate Shidy
TABLE 4
IMPACT FEE RATFS
(1)
(2)
(3)
(4)
(5)
(6)
I
Trip
ITE ITE Land Use
Trip
% New
Length
Net New Trips per
Impact Fee Per Unit @
Code Category
Ratez
Iqa!L
Factor-
Unit of Measure
$1,049.41 perTrip
110 Light Industrial
0.97
100%
1.47
1.43 1,000 sq ft
1.50 per square foot
140 Manufacturing
0,73
100%
1.47
1.07 1,000 sq ft
1.12 per square foot
151 Mini-w2rebouse
0.26
100%,
1.47
0.38 1,000 sq ft
0.40 pE square foot
Z10 Single family House
1.01
100%
1.13
1.14 dwelling
1,196.33 per dwelling unit
220 Apartment
0.62
100%
1.20
0.74 dwelling
776.56 per dwelling unit
230 Condominium
0.52
100%
1.15
0.60 dwelling
629.65 per dwelliFiq unit
240 Mobile Home
O.S9
100%
1.09
0.64 dwelling
671.62 per dwelling unit
2.51 Senior Housing
0.16
100%
0.93
0.15 dwelling
157.41 per dwelling unit
320 Motel
0.47
100%,
1.27
O.GO room
67-9.6S per room
420 Marina
0.19
100%
0.97
0.18 berth
188.89 per boat berth
444 Movie Theater
3.80
85%
0.73
2.36 1,000 sq ft
2448 per square foot
492 He2lth/Fitnes Club
3.53
75%
1.00
2.65 1,000 sq ft
2.78 per square foot
530 High School
0.97
80%
1.00
0.78 1,000 sq ft
0.82 per square foot
560 Church
0.55
100%
1.20
0.66 1,000 sq ft
0.69 per square foot
565 Day Care Center
12.46
75%,
0.67
6.26 1,000 sq ft
6.57 per square foot
620 Nursing Home
0.22
100%
0.87
0.19 bed
199.39 perbed
710 General Office
1.49
90%
1.47
1.97 1,000 sq ft
per squaro foot
3.46
75%
1.40
3.63 1,000 sq ft
8 e e-1W,
3.81 er-sauare-foa-,
014 Specloity�
2.71
55%
0.60
0.89 1,000 sq ft
per square foot
e'0*v9 3 per square foot
-e20-SF0PPrf@-Center
3.73
650A
0.53
1.28 1,000 sq R
quare
por8qu_
- Ire
SSO Supermarket
10.50
65%.
0.67
4.57 1,000 N ft
er S 'u.
Ire foot
4.80"
4.80 per
852 Convenience rnkt
34.57
40%
0.40
5.53 1,000 sq ft
5.80 per square foot
5.80 per square foot
15-16 hours
91 � Drive4n bank
2S.82
SS%
0.47
6.67 1,000 sq ft
7.00 per square foot
93Z Restaurant: s;-t-
11.15
55%
0.73
4.48 1,000 sq ft
4,70 per square foot
clown
933 Fast food, no
26.15
SO%
0.67
8.76 1,000 sq ft
9.19 per square foot
drive -up
934 Fast food, wl
33.84
51%
0.62
10.70 1,000 sq ft
11.23 per square foot
drive -up
936 Coffee/Donut
40.75
20%
0.67
SA6 1,000 sq ft
5.73 per square foot
Shop, no drive -up
938 Coffee/Donut
MOO
20%
0.67
10.OS 1,000 sq ft
10.55 per squaro foot
Shop, drive -up, no
Indoor seating
94S Gas station
13.38
4S136
0.53
3.19 vfp
3,347.62 per vfp5
w/converdence
I
F
7 ITE Trip Genefatlon (8th Edition)., 4-6 PM Peak Hour Trip Ends 4
71 Excludes pass -by trips. see 'Trip Generation Handbook: An ITE Pioposed Recommended
Practice" (1988)
4 Ratio to average trip length,
5 vfp: vehicle fuelng position
HenciotsoN City of Edmonds, Woshinglon
Young & October 29, 2009
Company EFFECTIVE 5/1/2010 Page 21
Revised on 6124110 E82 - Traffic Impact Analysis Page 3 of 4
Z061 -3.
2004 - Impact Fee Rate Table
Edmonds Poad Impor WvePateSWdy
TABLE
4
IMPACT FEE
RATES
(1)
(2)
(3)
(4)
(5)
(6)
Trip
ITE ITE Land Use
Trip
% New
Length
Net New Trips per
Impact Fee Per Unit Lb $
Code Category
Rate'
TripsO
Factor'
Unit of Measure
763.66 per Trip
110 Light Industrial
0.98
100%
1.59
1.56 1,000 sq ft
1.19 per square foot
140 Manufacturing
0.74
100%
1,59
1. 18 1,000 Sq ft
0.90 per square foot
1S1 Minli-warehouse
0.26
100%
1.59
0 41 1 ODO sq ft
0.32- 22r square foot
210 Single family
1.01
1 OOVO
1.09.
1.10 dwelling
840.72 per dwelling unit
House
220 Apartment
0.62
100%
1.15.
0.71 dwelling
544.49 per dwelling unit
230 CandomInium
0,54.
100%
1.15
0.62 dwelling
474.24 per dwelling unit
240 Mobile Home
O.S(;
10056
1.09
O.G1 dwelling
466.14 per dwelling unit
310 Hotel
0.61
100%
1.25
0.76 room
582.29 per room
320 Motel
0.47
100%
1.25
0.59 room
448.65 per room
420 Marina
0.19
100%
0.97'
0.18 berth
140.74 per boat berth
430 Golf course
0.30
100%
1.00
0.30 acre
229.10 per acre
444 Movie Theater
3.80
10056 1
0.72
2.74 1,000 sci ft
1.36 per square foot
492 Racquet club
1.83
100%
0,97
1.78 1,000 sq ft
3.58 per square foot
530 High School
1.02
100%
0.62
0.63 1,000 sq ft
0.48 rer square foot
S60 Church
0.66
1 00(ya
1,15
0.76 1.000 sq ft
O.S8 per square foot
610 Hospital
0.92
100%
1.56
1.44 1,000.sq ft
1.10 per square foot
620 Nursing home
020
10 01YO
0.87
0.17 bed
I �2.813 per bed
710 General Office
1.49
100%.
1.59
2.37 1,000 sq ft
e-TT-Vor square foot
720 Medical office
3.66
100%
in5o
5.49 1,000 sq ft
"�jUier'-�square foo . t
820 Sho.p�pinq, Cent6r.
3.74
81%
0.40
1.21 11,000 sq ft
square foot
$32 Restaurant: sit
10.86
56%
1.06
6.45 1,000 sq ft
square foot
down
833 fast food, no
26.15
52%
0,62
8.43 1,000 sq ft
6.4 4 pc r square foot
drive -up
834 Fast food, W/
33.48
51%
0.62
10.59 1,000 sq ft
8,08 per square foot
drive -up
844 Gas. statilon
14.56
60%,
0,S8
4.63 purnp
3,535.82 per vf
845 Gas. station
13.38
4796
O.S3
3.33 pump
2,54S.26 per VW
w/conventence
850 Supermarket
11.51
85%
0.65
4,11 1,000 sq ft
3.14 per square foot
851 Convenience
53.73
39%
OAO
8.38 1,000 sq ft
6.40 per square foot
market-24 hr
912 Drive-in Bank
S4.77
1 51%1
0.47
1 13.13 1,000 sq ft
1 10.03 per square foot I
2 ITE Trip Generation (61h Edition): 4-6 PM Peak Hour Irlp Ends c�,3T31 Bol 161_�5
3 Excludes pass -by irlips. see "Tilp Generation Handbook: An ITE Pioposed Recommended
Practice" ('1988)
Ratio to average trip length.
vfp: vel-Icle fueling position
Henderson, City of Edmonds, Washington
Young & Apill 15, 2003
Company EFFECTWE 9/12/2004 Page IS
Revised on 6124110 E82 - Trajfic Impact Analysis Page 4 of 4
ox/o i
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4�r
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4-74
. onfi e-
26 ""�? 6we ge�-
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4,Q 5 - -73 - //0 -3
Lab,-,2- - 5qq-
MEMORANDUM
Date: October 2, 1998
To: Planning Division
From: Gordy Hyde, Development Services Engineer
SubjeCt: ADB Application for GTE at 23931 HM 99 (ADB-98-163)
The Engineering Division reviewed the application and has no comments or
requirements at this time. The applicant will be required to obtain any necessary
permits. The application is complete.
CITY OF EDMONDS
ENGINEERING DIVISION
8163.doc
N0@i, 7�
�y
ME �A
CITY OF EDMONDS
DEPARTMENT OF BUILDINGS
CERTIFICATE OF OCCUPANCY
UNIFORM BUILDING CODE SECTION 307
At 23931 Highway 99, #B Building Permit Number
Occupancy established by this certificate:
r.]
Floor Load signs
Owner of Building
No. Units
Type Const. V-N
950585
No. Stories
Basement
in place (per Sec. 23o8 U.B.C.) — Capacity signs 5 posted (per Sec. 3302(c) U.B.C.)
Floor load and room capacity signs, when required, must remain posted at all times.
Sam Medawar
ALddress 23931 Highway 99
THE PRUDENT AUTO SALES HAS BEEN INSPECTED AND APPROVED AS COMPLYING WITH
THE REQUIREMENTS OF THE UNIFORM BUILDING CODE AS ADOPTED BY THE CITY 1994 EDITION, FOR THE
GROUP AND DIVISION OF OCCUPANCY AND THE USE FOR WHICH THE PROPOSED OCCUPANCY IS CLASSIFIED.
Issued this 25th day of October 19 95
CHIEF BUILDING OFFICIAL By
This certificate shall be posted in a conspicuous public area and shall not be removed, mutilated or obscured and shall be main-
tained in legible condition at all times. Any change of occupancy requires a new certificate.
AUG-17-99 TUE 15:34 BOWRON COMPANY
FAX NO. 2537354051 P.02
TO:
ATTN:
CASCADE TESTING LABORATORY, INC.
TESTING & INSPECTION / ENC71NEERS
12919 N.F. 126TH PLACE
KIRKLAN". WASHINGTON 98034 (425) 823-98W
EVERETT (425) 259-0817
R E t-
IT " F ILE
(2)
INSPECTION PERFORMED
i!�� RESTEEL/CONCRETE RESTEEL ONLY
— RESTEEUMASONRY STR.STlWELDiNG
—OTHER STR.$TIBOLTING
PREVIOUS
REPORT No. No 099740
CERT. NO.
Cie% Cis vz -2z F-
PROJECT
LOCATION
BCDCr.-PERMITN07—' OWNER
erov\%! at4c�5 ot IV,% C, \,.j I fk I- #_ C. ss
WEATHER TEMP. L(B-F AT (ZPIZQ AM
AT VL-60 PM,
ENGINEER TIMCK'�A-4
C - 'sc-, %4*Asb*"l - w N % s rn ci I
A,. -5-.j N,%�,OA - vi A, .5
CONTRACTOR
ITEMS INSPECTED
FOOTkNGS
AUGER CAST PILES
DRILLED PIERS
14)
LOCATION (AREAS) V_�__jtjt P�no" _Ipe -.1triA, NNC_Alc�4k
8)ONCRETEJMASONRY mix No. SW fn%
SUPPLIER rL.A.NT, _1(b
SLUMP (INCHES) -3 - -
AIR CONTENT(%) -1-44t —
FOUNDATIONS
SLAB
COLUMNS
WALLS
BEAMS
DESIGN STRENGTH (I'C) tA-1
TOTAL CU. YD. PLACED
SPECIMENS rAST_C63 6" )f
SEE CYLINDER REPORT NO. '3G4Qj
—YES —NO —ITEMS INSPECTED WERE IN CON FORMANCE WITH BLDG. DEPT. APPROVED PLANS, SET NO.
REMARKS: CA6C- tAQC-_C5 S-%'kJCXVkAt_ tsTA%l_s Pkao U.z.c- kjkcrz
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INSPECTOR: Caltmll� rAAmAws4_
,';'REPORT
COPIES TO: logz> FIELD'....
AUG-17-99 TUE 15:35
11031
A-i T N:
BOWRON COMPANY
CASCADE TESTING LABORATORY,. INC.
TESTING & INSPECTION / ENGINEERS
12919 N.C. 126TH PLACE
KIRKLAND, WASHINGTON 9803A- 1425) 823-0800
EVERETT IA2S) 259-0817
THE FOLLOWING WAS NOTED: :bev- (b% Q'ir a>\
FIFt n TFAT nATA
FAX NO. 2537354051
FIELD
REPORTNo. 4b"%00'AM
P. 03
3f;4()7
DATE
CERT. 0.
v1..jkt1c0 "
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L-kKr-- 1.3 c-r-- R
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TRUCK SAMPLED TRUCKTICKETNO. 946LAAM - MIXNO. (BIMV
TIME
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ASTMI C-143
% AIR
UNIT
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ASTM C-1064
CONC
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-9-0 :5K
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AIR TEST METHOD: OPRESSURE ASTM C-231 OR 0 VOLUME ASTM C-173 -
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(b) Cone and Splil (d) Shear
f'1'%KA00=QQ11JC IQTOCMft�
BATCH DATA FOR 1 CU. YARD
DESIGN
WEIGHTS
%
MOIST
ADJUSTED
WEIGHTS
CEMENT
FA.
CA.
I
WATER
TOTAL
-&CIND�R
NUMBER
DATE
MADE
DATE
TESTED
AGE
DAYS
SIZE
AREA
(SO. IN
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LOAD
STRENGTH
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TYPE
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6�19
/0-409
SAMPLE P/U DATE
U ANM C-1 231
0 ASTM C-61 7 SAMPLING IN ACCORDANCE WITH
TEST METHOD APPLICABLE CODES & SPECS.
PRODUCERS:
CONCRETE
N-W. - CEMENT T --M
CU. YARDS PLACED
AEA
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% 4z DESIGN STRENGTH-�-��'% �el-
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lux kF-c-y`II- 1*1
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INSPECTOR:CBRIS
COPIES
SIGNED:"--Vl .11-1/
AUG-17-99 TUE
15:38 BOWRON COMPANY
0
Eli
CO�SCADE TESTING LABORATORY, INC.
TE STING & INSPECTION / ENGINEERS
�'2919 N.E. 126TH PLACE
'KLAND WASHINGTON 9803A (A2S) 023-9800
�RETT ' IA25) 259-0817
TO:
ATT N:
THE FOLLCYVING WAS NOTED: <be-V- il�b\ COF <2>\
FIELD TEST DATA
FAX NO, 2537354051
FIELD 0
REPORTNo. VV'VI'l(b
W-11
-�f;An7
DATE
V2- Aco cv'�
PROJECT
t-Am--'
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TEMP. Lk%"'r- ATQ>OL:3(,rAM
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TRUCKSAMPLED TRUCKTICKETNO. t(,*LALA%Q MIX NO. 2OLk
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LUMP
ASTM C-143
% AIR
UNIT
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CONC
I AIR
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-LA IA-
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-41A
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AIR TEST METHOD: OPRESSUREASTMC-231 ORO VOLUME ASTMC-173
TYPE OF BREAK; (a) Cone (c) Cone and Shear (a) Columnar
(b) Cone and Split (d) Shear
COMPRFAAM! .4%TRFb)r.TW
BATCH DATA FOR 1 CU. YARD
DESIGN
WEIGHTS
%
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WEIGHTS
CEMENT
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CA.
49160,
WATER
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TOTAL
LA cz -6
CYLINDEq
NUMBER_,___MADE
DATE
DATE
TESTED
AGE
DAYS
SIZE
AREA
(SO. IN)
TOTAL
LOAD
STRENGTH
PSI
-I-'(PE
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-7
ME, 1 ZD
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SAMPLE P/U CATE
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SAMPLING IN ACCORDANCE WITH
APPLICABLE CODES & SPECS.
PRODUCEPS: CONCRETE L&4 �'!SrKt CEMENT--T- CU.YARDSPLACED
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PLACEMENT AREA & NOTES M-A -A
(Dak; \Aj I rA Q> C"Nt- -�s ov Ili\) 5K OF PkC&
INSPECTOR:QARIS kMJANW-%A
COPIES TO:
SIG NED:
t
RIEVISED - 9,97
SENT By: 9-22-95 ;.10:190 CITY OF EUMONDS-4 425 63736964 2
IRL
citAf edmonds SEP 2 FO-q '
land use application PERMIT COUNTEP-�,
ARCHITECTURAL DESIGN BOARD
0 COMP PLAN AMENDMENT
C3 CONDITIONAL USE PERMIT
U HOME OCCUPATION E#- ZONE C6
C3 FORMAL SUBDIVISION E (I �4 /�
- 2�1 REO'D BY
C] SHORT SUBDIVISION FEE o RECEIPT#
0 LOT LINE ADJUSTMENT
0 PLANNED RESIDENTIAL DEVELOPMENT HEARING DATE
C] OFFICIAL STREET MAP AMENDMENT/ 0 HE 0 STAFF L3 PS
STREET VACATION )(ADB Q cc
0 REZONE
0 SHORELINE PERMIT ACTION TAKEN:
0 VARIANCE / REASONABLE USE
EXCEPTION C3 APPROVED 0 DENIED 0 APPEALED
0 OTHER
APPEAL#
Com Sites Inci, for
Applicant GTE Wireless of the Pacific, Inc Phone (425) 837-1700
Address' P.Q. Box 1321, Issaquah, WA 98027
Property Address or Location 23931 Highway 99,.Edmonds, 98026
Property Owner Samir Medawar Phone
Address 23931 Highway_99,Jdmonds, 98026
Agent Tim McFadden Phone (425) 503-1724
Address P.O. Box 1321, Issaquah, WA 98027
Tdx Acc # 4519-002-:015-04-01 - sec. 31 Twp. 27 Rng. 4E
Legal Description
Please refer to the attached legal description
Details of Project or Proposed Use Applicant is requesting permission to install
a wireless communication facility consisting of a sixty (60) foot monopole and
an equipment cabinet. The proposed location is a 151 x 25' leased area located
i n the north east corner of the Medawar property. The . si te i s i n the rear of
The undersigned applicant, and his/ her/ Its heirs, and assigns, In consideration of the processing of the
application agrees to release, Indemnify, defend and hold the City of Edmonds harmless from any and all
damages, including reasonable attorneys fees, arising from any action or Infraction based In whole or In part upon
false, misleading, Inaccurate or incomplete information furnished by the applicant, hlsl herl Its agents or
employees.
The undersigned applicant grants his/ herl Its permission for public officials and the staff Of the City 0 . f Edmonds to
enter the subject property for the purpose of Inspection and posting attendant to this application,
SIGNATURE OF APPLICANT/ OWNER/ AGENT
Timothy J(.)McFadden, Agent
0 RECEIVED
SEP 2 4 1998
PERMIT COUNTEP
Lake Ballinger -0358
GTE WIRELESS- MEDAWAR PROPERTY
Legal Description
That portion of Lots 15 and 16, Block 2, FRUITLAND ACRES TO LAKE BALLINGER,
according to the plat thereof recorded in Volume 10 of Plats, page 47, records of Snohomish
County, Washington, described as follows:
BEGINNING at the intersection of the South line of said Lot 15 and the Easterly line of U.S.
99;
THENCE Easterly along the South line of said Lots 15 and 16 a distance of 200 feet;
THENCE Northerly at right angles 100 feet;
THENCE Westerly parallel to said South line to said Easterly line of U.S. 99;
THENCE Southwesterly along said Easterly line to the Point of Beginning;
EXCEPT that portion thereof conveyed to the State of Washington by Deed recorded under
Recording No. 1639846.
Situate in the County of Snohomish, State of Washington.
F�
z
U
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0
U
W
go
0
z
0
U
04
0
"4
I * V
CITY OF EDMONDS Permit No. 3
COMMUNITY SERVICES DEPARTMENT STREE FIL' Issue Date A-9 //o
RIGHT-OF-WAY CONSTRUCTION PERMIT f -/
A. 0 Owner: :SA M b 1; W B. 0 Contractor:
Name-
a-foco — Zia sn� S.L.J.
Maili Addreps
22m WaA W4 13021
City State' Zip
Name
Mailing Address
City State Zip
State License Number Telephone Number
Address or Vicinity of Construction:
Type of Work to be Done: 3�! �ag 6:1'AJ t�,Ee�e �J/ C;
e, S I Ad'
Work in Connection With: 0 Sub or Plat 0 Single Family 0 City Projects
A 0 Commercial 0 Multifamily 0 Utility
Pavement Cut:AY 0 N
APPLICANT TO READ AND SIGN
a- 1 0 /,/3 -Z 4 0 t-�!- -S , t.�,
INDEMNITY: Applicant understands and by his signature to this application, agrees to hold the City of Edmonds
harmless from any injuries, damages, or claims of any kind or description whatsoever, forseen or unforseen, that may
be made against the City of Edmonds, or any of its departments or employees, including or not limited to the defense
of any legal proceedings including defense costs, court costs, and attorney fees by reason of granting this permit.
THE CONTRACTOR IS RESPONSIBLE FOR WORKMANSHIP AND MATERIALS FOR A PERIOD OF ONE
YEAR FOLLOWING THE FINAL INSPECTION AND ACCEPTANCE OF THE WORK.
I e*
Funds he Id from the Security Deposit (estimated restoration fee) will be held until the final street patch is completed
by City forces, at which time a debit or credit will be processed for issuance to the applicant.
• A 24 hour notice is required for inspection; Please call Public Works: 771-3202
• Work is to be inspected during progress and at completion.
• Restoration to be in accordance with City Code.
• Street to be kept clean at all times.
• Traffi� Control to be in accordance with City regulations.
• All street -cut ditches must be patched with asphalt or City approved material prior to end of working day;
no exceptions.
I understand the above and that this permit must be available at the job site for inspection purposes at all times.
Signaiu Date:
Owner or 6ntractor
This Permit Must Be Posted at the Job Site For Inspection Purposes
Call DIAL -DIG Prior To Beginning Work
ISSUED BY -
Time Autho;ke�dl
Special Conditions:
Amendments: —
PERMIT FEE: $
after '210 days. Security Deposit:
Receipt,,No.:—
Fund I I I Fee:
Street Cut Dimensions:
X
NO WORK TO BEGIN PRIOR TO PERMIT ISSUANCE
Eng. Div. July 1985
Eng. Div. July 1985
STREET FILE
City of Edmunds
Permit Center DEC 0 5 2014
Second Floor City Hall BUILDING DEPARTMENT
121 5th Ave N 98020 CITY OF EDMONDS
RE: Response to Plan Review Comments for Plan Check #2014-1043
Antenna Replacement at 23931 Highway 99
Dear Mr. Clugston: .
100 1 SE Water Ave., Ste 180
Portland, OR 97214
(503) 708-9200
Per your checksheet dated October 29, 2014 1 am providing you the materials you have requested to complete
your review of this proposal.
Cover letter describinq the prolects compliance with ECDC 20.50.050:
20.50.050 General siting criteria and design considerations.
........................... ........................................................ . ................... I .......................................... . ..............................................................................................................................................................................................
A. The city of Edmonds encourages wireless communication providers to use existing sites or more frequent, less
noticeable sites instead of attempting to provide coverage through use of taller towers. To that end, applicants shall
consider the following priority of preferred locations for wireless communication facilities:
1. Co -location, without an increase in the height of the building, pole or structure upon which the facility would
be located;
This is an existing facility on a monopole. There will not be a change in height. Antennas are being replaced
with new antennas and additional ancillary equipment.
2. Co -location, where additional height is necessary above existing building, pole, or structure;
This is an existing facility on a monopole. There will not be a change in height. Antennas are being replaced
with new antennas and additional ancillary equipment
3. A replacement pole or structure for an existing one;
Not applicable, utilizing the existing monopole.
4. A new pole or structure altogether.
Not applicable, utilizing the existing monopole
B. Co -location shall be encouraged for all wireless communication facility applications and is implemented through
less complex permit procedures.
1. To the greatest extent technically feasible, applicants for new monopole facilities shall be required to build
mounts capable of accommodating at least one other carder.
Monopole has capacity for other carriers. Other carriers will need to supply their own mounts. Other carrier
antennas cannot occupy the same elevation because they would cause interference.
2. Any wireless communication facility that requires a conditional use permit (CUP) under the provisions of this
chapter shall be separated by a minimum of 500 feet from any other facility requiring a CUP, unless the
submitted engineering information clearly indicates that the requested site is neede d in order to provide
coverage for the particular provider and other siting options have been analyzed and proven infeasible.
This an update to an existing site. A CUP is not required.
C. Noise. Any facility that requires a generator or other device which will create noise audible beyond the boundaries
of the site must demonstrate compliance with Chapter 5.30 ECC, Noise Abatement and Control. A noise report,
prepared by an acoustical engineer, shall be submitted with any application to construct and operate a wireless
communication facility that will have a generator or similar device. The city may require that the report be reviewed by
a third party expert at the expense of the applicant.
The new equipment will not create additional noise beyond the boundaries of the site.
D. Business License Requirement. Any person, corporation or entity that operates a wireless communication facility
within the city shall have a valid business license issued annually by the city. Any person, corporation or other
business entity which owns a monopole also is required to obtain a business license on an annual basis.
AT&T (New Cingular Wireless LLC) should have a business license on fi/e with the City of Edmonds. Theyoperate
numerous sites within the City.
E. Signage. Only safety signs or those mandated -by a government entity with jurisdiction may be located on wireless
communication facilities. No other types of signs are permitted on wireless communication facilities.
Only signs required by the Federal Communications Commission (FCC) will be posted.
F. Any application must demonstrate that there is sufficient space for temporary parkingfor regular maintenance of
the proposed facility.
There will not be any changes in parking resulting from this proposal.
G. Finish. A monopole may be constructed of laminated wood, fiberglass, steel, or similar material. The pole shall be
a neutral color so as to reduce its visual obtrusiveness, subject to any applicable standards of the FAA or FCC.
The existing monopole is steel and has a neutral unpainted finish.
H. Design. The design of all buildings and ancillary structures shall use materials, colors, textures, screening and
landscaping that will blend the facilities with the natural setting and builtenvironment.
The upgrades to the facility will not alter the fencing or landscaping.
1. Color. All antennas and ancillary facilities located on buildings or structures other than monopoles shall be of a
neutral color that is identical to or closely compatible with the color of the supporting structure so as to make the
antenna and ancillary facilities as, visually unobtrusive as possible.
New antennas and equipment will be painted to match the existing facility. See note on sheet A3 of the plans..
J. Lighting. Monopoles shall not be artificially lighted unless required by the FAA, FCC or other government entity
with jurisdiction. If lighting is required, and alternative lighting options are permitted, the city shall review the lighting
alternatives and approve the design that would cause the least disturbance to the surrounding area. No strobe
lighting of any type is permitted on any monopole. If FAA guidelines would require a strobe, the location shall be
denied unless no other site or combination of sites would provide adequate coverage in accord with FCC
requirements.
No new lighting proposed.
K. Advertising. No advertising is permitted at wireless communication facility sites or on any ancillary structure or
facilities equipment enclosure.
There will not be any advertisements added to the facility.
L. Equipment Enclosure. Each applicant shall use the smallest equipment enclosure practical to contain the required
equipment and a �eserve for required co -location.
This facility uses outdoor cabinets mounted onto a concrete slab. These are the smallest possible enclosures for this
type of facility.
M. Radio Frequency Emissions Compliance. The applicant shall demonstrate that the project will not result in levels
of radio frequency emissions that exceed FCC standards, including FCC Office of Engineering Technology (OET)
Bulletin 65, Evaluating Compliance with FCC Guidelines for Human Exposure to Radio Frequency Electromagnetic
Fields, as amended. Additionally, if the director determines the wireless communication facility, as constructed, may
emit radio frequency emissions that are likely to exceed Federal Communications Commission uncontrolled/general
population standards in the FCC Office of Engineering Technology (OET) Bulletin 65, Evaluating Compliance with
FCC Guidelines for Human Exposure to Radio Frequency Electromagnetic Fields, as amended, in areas accessible
by the general population, the director may require post -installation testing to determine whether to require further
mitigation of radio frequency emissions. The cost of any such testing and mitigation shall be borne by the applicant.
t
Site easily complies with FCC standards.' See attached NIER report.
N. Landscaping and Screening.
1. The visual impacts of wireless communication facilities should be mitigated and softened through
landscaping or other screening materials at the base of a monopole, facility equipment compound, equipment
enclosures and ancillary structures. If the antenna is mounted. flush on an existing building, or camouflaged as
part of the building and other equipment is housed inside an existing structure, no landscaping is required. The
director or his designee may reduce or waive the standards for those sides of the wireless communication
facility that are not in public view, when a combination of existing vegetation, topography, walls, d ecorative
fences or other features achieve the same degree of screening as the required landscaping; in locations where
the visual impact of the facility would be minimal; and in those locations where large wooded lots not capable
of subdivision and natural growth around the property perimeter provide a sufficient buffer.
There is an existing site obscuring CMU wall that hides the support equipment and the base of the tower. Site
is located in a General Commercial zone.
2. Landscaping shall be installed on the outside of fences in accordance with Chapter 20.13 ECDC. Existing
vegetation shall be preserved to the maximum extent practicable and may be used as a substitute for or as a
supplement to landscaping or screening requirements. The following requirements apply:
a. Type I landscaping shall be placed around the perimeter of the equipment cabinet enclosure, except
that a maximum 1 0-foot portion of the fence may remain without landscaping in order to provide access
to the enclosure.
There is not any landscaping around the existing facility. It is located in the middle of a parking lot and
landscaping would restrict traffic flow. See picture below.
b. Landscaping area shall be a minimum of five feet in width around the perimeter of the enclosure.
There is not any landscaping. around the existing facility. It is located in the middle of a parking lot and
landscaping would restrict traffic flow.
c. Vegetation selected should be native and drought tolerant.
There is not any landscaping around the existing facility. It is located in the middle of a parking lot and
landscaping would restrict traffic flow.
d. Landscaping shall be located so as not to create sight distance hazards or conflicts with other
surrounding utilities.
There is not any landscaping around the existing facility. It is located in the middle of a parking lot and
landscaping would restrict traffic flow.
3. When landscaping is'used, the applicant shall submit a landscaping bond pursuant to ECDC 20.13.040.
There is not any landscaping around the existing facility. ff is located in the middle of a,pa.rking lot and
landscaping would restrict traffic flow.
4. The use of chain link, plastic, vinyl or wire fencing is prohibited. Ornamental metal or wood fencing materials
are preferred. [Ord. 3961 § 1, 2014; Ord. 3845 § 2 (Aft. A), 2011 ].
The facility is currently surrounded by a CMU wall with a wood gate. There is an adjacent dumpeter area not
connected with the facility that is fenced.
The criteria for this facility should have been addressed in previous land use decisions and allowing the
landscaping requirement to be waived.
r
Included attachments:
• NIER Report
• Propagation Plot
• Photosimulations
If you'have any questions regarding the submitted materials or the proposal, please contact me at 503/232-5213
or zphillips(cDptswa.com. Thank you for your time and consideration.
Sincerely,
Zach Phillips
PTS
RESUB
STREET FILE DEC 0 5 2014
BUILDING DEPARTMENT
CITY OF EDMONDS
NON -IONIZING ELECTROMAGNETIC EXPOSURE ANALYSIS
ENGINEERING CERTIFICATION
SITE NUMBER: WA358
SITE NAME: Lake Ballinger
SITE ADDRESS 23931 Hwy 99
Edmonds, WA 98026
DATE: November, 21, 2014
W-1442-11*01;"
. B. J. THOMAS, P.E.
7607 80t' Avenue NE
Marysville, WA 98370
(206) 851-1106
PROJECT
The proposed AT&T project consists of a WCF (Wireless Communications Facility)
located at 23931 Hwy 99, Edmonds, WA 98026, Snohomish County tax parcel
00451900201504. The planned improvements include rep lacement/ad d itional antennas
on a 57'AGL steel monopole with supporting BTS (Base Transmission System) radio
equipment located near the base of the monopole at an on -air AT&T site.
EQUIPMENT
Type of Service: GSM 850, GSM 1900, UMTS 850, UMTS 1900, LTE 700, LTE 1900 &
LTE WCS
Antennas: Commscope SBNHH-1 D65C & ALU-3JR52703AAAA
Sectors: (3) (X = 160*, Y = 270', Z = 30')
Maximum Power: GSM 850 - 633 w (58.01 dBm ERP)
GSM 1900 - 805 w (59.06 dBm ERP)
UMTS 850 - 625 w (57.96 dBrn ERP)
UMTS 1900 - 1025 w (60.11 dBrn ERP)
LTE 700 - 623 w (57.94 dBm ERP)
LTE 1900 - 860 w (59.34 dBrn ERP)
LTE WCS - 901 w (59.55 dBm ERP)
Antenna Rad Center: 57'AGL
CALCULATIONS
Calculations for RF power densities near ground level are based on the "Evaluating
Compliance with FCC Guidelines for Human Exposure to Radio Frequency
Electromagnetic Fields OET Bulletin 65" Edition 97-01, August 1997 issued by the
Federal Communications Commission Office of Engineering & Technology.
Section 2 of OET Bulletin 65 demonstrates that "for a truly worst -case prediction of
power density at or near the surface, such as at ground -level or on a rooftop, 100%
reflection of incoming radiation can be* assumed, resulting in a potential doubling of
predicted field strength and a four -fold increase in (far field equivalent) power density"
Therefore the following equation is used:
S = EIRP/-rrR'
Where S = power density (MW/CM2) , EIRP = equivalent isotropically radiated power and
R = distance to the center of the radiation antenna (cm)
Attached as an exhibit are the MPE (Maximum Permissible Exposure) calculations
using the above referenced formula and the antenna manufacturer verti.dal pattern
information using a conservative 20 dB loss below main lobe. The calculations show.
that the maximum MPE at ground level (6' above AGQ at the base of the monopole and
the power density is 0.011853 MW/CM2 With power levels asprovided by AT&T RF Data
Sheet. This is 2.5381 % of the MPE limit for the -general popu,latlion/uncontrolled
exposure of 0.467 MW/CM2 as referenced in Table I OET Bullefin 65 Appendix A for
the lowest frequency -range.
ENVIRONMENTAL EVALUATION
Routine environmental evaluation is required if the PCS broadband facility is less than
10 m, (32.81. feet) AGL and has. a total power of all channels in any given sector greater,
than 2,OOOW ERP as referenced in "Table 2 Transmitters, Facilities and Operations
subject to Routine environmental Evaluation" of Bulletin 65., As the proposed
antenna I s lowest point -above ground.le.vel is 16.5 m (53feet),. the WCF is categorically
exempt from requirement 'for routine environmental processing.
FCC COMPLIANCE
The general population/uncontrolled exposure near the monopole, including persons at
ground level, surrounding properties, inside and on existing' structures will have RF
expo I sure much lower than the "worst case" scenario, Which is a. small fraction of the.
MPE limit.
Only trained persons will be allowed -to climb the monopole for maintenance operations.
AT&T and/or its contractors will provide training to make the employees fully aw . are Of
the potential for RF ex cupatioh6l training and the ise cont I over
posure oc ro
y can exerc
their exposure that, is within the occupationallcontrol, led limits.
CONCLUSIONS
Based on calculations, th . e propos I ed WCF will comply with current FCC and county
guidelines for human exposure to radiofrequency electromagnetic fields.
All representations contained herein are true to the best.of my knowledge.
EXHIBITS
MPE Calculations
* Antenna Spec Sheets
WCF Location Map
:,A
XA�
AL
WA358
Lake Ballinger
MPE Calculations
Effective tower height assumes a person 6 ft tall. main beam
tower
heigh , \hotenuse
1 57 height (ftD y
P11.11 18E53qlma-x I ower density in mW/cm'
1 2.5381% jpercentageofstandard���j horiz. Dist., x
Note: 0.467 MW/CM2 is 100% of allowable standard for lowest ft"uency
effective
radiation
tower
center
height
minor lobe
(feet), y
(feet), y
angle
GSIVI 850
57
51
90
GSIVI 1900
57
51
90
UMTS 850
57
51
90
UMTS 1900
57
51
90
LTE 700
57
51
90
LTE 1900
57
51
.90
LTE WCS
57
51
90
ERP
ERP
Power at point x
dB below
horiz. dist.
hypotenuse
hypotenuse
hypotenuse
main lobe
main lobe
minor lobe
minor lobe
minor lobe
at ground level
main lobe
x
length (feet)
length (km)
length (cm)
(watts)
(dBm)
ERP(dBm)
EIRP(dBm)
EIRP (mW)
mW/cmA2
20
0.000
51.000
0.016
1554.480
633
58.01
38.01
40.17
10408.87
1.37E-03
20
0.000
51I.G00
0.016
1554.480
805
59.06
39.06
41.22
13237.19
1.74E-03
20
0.000
51.000
0.016
1554.480
625
57.96
37.96
40.12
102T7.32
1.35E-03
20
0.000
51.000
0.016
1554.480
1025
60.11
40.11
42.27
16854.81
2.22E-03
20
0.000
51.000
0.016
1554.480
623
57.94
37.94
40.10
10244.44
1.35E-03
20
0.000
51.000
0.016
1554.480
860
59.34
39.34
41.50
14141.60
1.86E-03
20
0.000
51.000
0.016
1554.480
901
59.55
39.55
41.71
14815.79
1.95E-03
TOTAL
Product Specifications, COMMSCOPE
POWERED BY
AXiWNW.
SBNHH- I D65C
Andrew@ Tri-band Antenna, 1 x 698-896 MHz and 2 x 1710-2360 MHz, 6SO
horizontal beamwidth, internal electrical tilt. Both high bands share the same electrical
tilt.
P;'
o Interleaved dipole technology providing for attractive, low wind load mechanical
package
The values presented on this datasheet have been calculated based on N-P-BASTA
White Paper version 9.6 by the NGMN Alliance
Electrical Specifications
Frequency Band, MHz
698-806
806-896
1710-18801850-19901920-21802300-2360
Gain by all Beam Tilts, average, dBi
15.8
15.6
17.3
17.8
18.2
18.1
Gain by all Beam Tilts Tolerance, clB
+0.4
*0.5
:0.3
*0.2
±0.5
*0.4
0 1 16.0
0 1 15.8
0 1 17.3
0 1 17.7
0 1 18.0
0 1 17.9
Ga In by Beam Tilt, average, dBi
5 1 16.0
5 1 15.8
4 1 17.4
4 1 17.8
4 1 18.2
4 1 18.2
11 1 15.5
11 1 15.2
7 1 17.3
7 1 17.7
7 1 16.1
7 1 18.2
Beamwidth, Horizontal, degrees
66
64
70
65
63
58
Beamwidth, Horizontal Tolerance, degrees
±1.2
*1.9
*3.4
*3.8
*4.7
*3.7
Beamwidth, Vertical, degrees
8.9
7.8
5.7
5.2
5.0
4.4
Beamwidth, Vertical Tolerance, degrees
+0.6
*0.5
*0.3
*0.2
:03
*0.2
Beam Tilt, degrees
0-11
0-11
0-7
0-7
0-7
0-7
USLS, clB
13
14
17
16
17
15
Front -to -Back Total Power at 1800 * 300,
clB
CPR at Boresight, dB
CPR at Sector, dB
Isolation, dB
Isolation, Intersystem, clB
VSWR I Return Loss, clB
PIM, 3rd Order, 2 x 20 W, dBc
Input Power per Port, maximum, watts
Polarization
Impedance
General Specifications
26
24
27
25
25
26
29
22
20
21
19
21
14
11
13
11
9
5
25
25
25
25
25
25
30
30
30
30
30
30
1.5 1 14.0
1.5 1 14.0
1.5 1 14.0
1.5 1 14.0
1.5 1 14.0
1.5 1 14.0
-150
-150
-150
-150
-150
--lso
400
400
350
350 -
350
300
+450
*450
*450
:E45O
±450
*450
50 ohm
50 ohm
50 ohm
50 ohm
50 ohm
50 ohm
Antenna Brand Andrew@
Antenna Type DualPol@ tri-band
Band Multiband
Brand DualPol@ I Teletilt@
Operating Frequency Band 1710 - 2360 MHz 1 698 - 896 MHz
Mechanical Specificatio ns
Color Light gray
Connector Interface 7-16 DIN Female
Connector Location
Connector Quantity, total
Lightning Protection
Radiator Material
Radome Material
Wind Loading, maximum
Bottom
6
& Ground
Aluminum I Low loss circuit board
Fiberglass, UV resistant
879.0 N @ 150 km/h
197.6 Ibf @ 150 km/h
@2013 CommScope, Inc. All rights reserved. All trademarks identified by @ or 'rm are registered trademarks, respectively, of CommScope. page I of 2
All specifications are subject to change without notice. See www.commscope.com for the most current information. Revised: October 9, 2013 December 10; 2013
a
Product Specifica'tions COMMS0*PE
SBNHH-1 D65C POWERED BY �AXVRIW
Wind Speed, maximum 241.4 km/h 1 150.0 mph
Dimensions
Depth
181.0 mm
1 7.1 In
Length
2438.0 mm
96.0 In
Width
301.0 mm
11.9 in
Net Weight
22.5 kg 1
49.6 lb
Remote Electrical Tilt (RET) Information
Annual Failure Rate, maximum 0.01%
Power Consumption, idle state, maximum 2.0 W
Power Consumption, normal conditions, maximum 11.0 W,
Power Input 10-30 V
Protocol 3GPP/AISG 2.0 Multi-RET
RET Interface RS-,485 Female (daisy chain port I) I RS-485 Male (input port, 1)
RET Interface, quantity 1 female 1 1 male
RET System Teletilt@-
Regulatory Compliance/Certifications
Agency Classification
ROHS 2011/65/EU Compliant by ll�xemption
China ROHS SJ[T 11364-2006 Above Maximum Concentration Value (MCV)
ISO 9001:2008 Designed, manufactured and/or distributed under, this quality management system
40;%
Included Products
BSAMNT-1 — Wide Profile Antenna Downtilt Mounting Kit for 2.5 - 4.5 In (64 115 mm) OD round members. Kit contains one
scissor top bracket set and one bottom bracket set.
@2013 CommScope, Inc. All rights reserved. All trademarks identified by 0 or Tm are registered trademarks, respectively, of CommScope. . page 2 of 2
All specifications are subject to'change without notice. See www.commscope.com for the most current information. Revised: October 9, 2013 December 10, 2013
Prelimina
8'AA
8'AA
WAA
WAA
4'AA
4'AIR
(B2AIB5PIS12P)
(B30A/B5PIB12P)
(B2A/ BSPIB12P)
/B12P)
(B2A/ B5P/B12P)
(B30A/B5P/B12P)
Product Number
3JR52703AAAA
3JR39282AAAA
_
3JR52702AAAA
3JR39281AAAA
3JR52701AAAA
3JR39280AAAA
PCs
wCs
PCs
wCS
PCs
wCS
Active antenna/radio
2 TX / 4 RX
4 TX / 4 RX
2 TX /A RX
4 TX / 4 RX
2 TX / 4 RX
4 TX / 4 RX
Bypass
700/850 MHz
700/850 MHz
700/850 MHz
700/850 MHz
700/850 MHz
700/850 MHz
antenna
+/-450
+/-450
+/-450
+/--450
+/-450
+/-450
650 +/- 50 (passive)
710 +/- 50 (passive)
65' +/- 50 (passive)
710 +/- 50 (passive)
650 +/- 5' (passive)
710 +/- 50 (passive)
Antenna HBW
650 +/- 50 (active)
610 +/- 50 (active)
650 +/- 50 (active)
610 +1- 50 (active)
650 +/- 50 (active)
610 +/- 50 (active
=L
90 (700/850 MHz)
90 (700/850 MHz)
110 (700/850 MHz)
110 (700/850 MHz)
160 (700/850 MHz)
180 (700/850 MHz)
Antenna VBW
5.50 (PCs)
5 0 (WCS)
5.50 (PCs)
5 0 (WCS)
r (PCs)
7 0 (WCS)
13.4 dBd (bypass)
13.4 dBd (bypass)
12.4 dBd (bypass)
12.4 dBd (bypass)
11.4 dBd (bypass)
10.9 dBd (bypass)
Antenna Gain
17.5 dBi (PCs)
17.5 A (WCS)
17.5 dBI (PCs)
17.5 dBi (WCS)
16.3 dBi (PCs)
16.3 dBi (WCS
0-11' (bypass)
0-100(bypass)
0-100 (bypass)
0- 100 (bypass)
0-10'(bypass)
0-100 (bypass)
Antenna Tilting Range
0-10"(PCS)
0-100(wCS1
0-100(pcs)
0-100(wcs)
0-100(PCS)
0-100(wCS)
-
CPR1 ports: one dedicated to WCDMA, one to LTE
Interface
RET: (Passive side) one AISG input and one AISG output port, (Active side) one AISG output port; AISG information received from
DC: nominal -48V
-F
Number of UMTS
22
N/A
I
22.
N/A
22
N/A -
carriers
LTE
Up to 20 MHz
9926 d2U (LTE)
9926 d2U (LTE)
9926 d2U (LTE)
Supported Baseband
9396 d2U/d4U
9926 d2U,(LTE)
9396 d2U/d4U
99,26 d2U (LTE)
9396 d2U/d4U
9926 d2U (LTE)
(UMTS)
(UMTS)
(UMTS)
Dimensions (HxWxD)
96.4"x11.9"x12.3"
96"x11.9"x14.2*
72.7* x 11.9" x 12.3"
72"x 11.9"x 14.2"
55.4"x11.9"x12.3"
48"x11.9"x14.2-
Weight
121 lbs
119 lbs
109 lbs
112 lbs
100 lbs
99 lbs
HW AvailabilitV
Jun.'14
Jan. '15
Jun. '14
Jan.'115
Jun.'14
Jan. "15
LRI 3.1 U (UMTS)
LRI 3.1 U (UMTS)
LRII 3.1 U (UMTS)
SW Dependency
LRI 3.1 L (LTE)
LR1 4.1 L (LTE)
LR13.1L (LTE)
LR1 4.1 L (LTE)
LRII 3.1 L (LTE)
LRII 4.1 L (LTE)
LR14.3 (mixed
LR14.3 (mixed
LR14.3 (mixed
mode)
mode)
mode)
E
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Certain mapping and direction data 0 2010 NAVTEQL All rights reserved. The Data for areas of Canada includes information taken YAM permission from Canadian authorities, including: 0 Her Majesty the Queen in Right of Canada, 0 Queen's Printer for
Ontario. NAVTEQ and NAVTEQ ON BOARD are trademarks of NAVTEQ. 0 2010 Tale Aflas North Amenca, Inc. All rights reserved. Tole Atlas and Tale Atlas North America are trademarks ofTele Atlas, Inc. 0 2010 byApplied Geographic Systems. All
rights reserved.
Existing LTE Coverage for WAL02608 with Locations of AT&T Neighboring Sites
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STREET FILE
Date: September 17, 2014
MHA%% W, "a Claw, Me,
RECEIVED UhORW, Uum & 004aWN VC
Marianne Dunst GPD Group
Crown Castle OCT 15, 2014 520 S Main St. Suite 2531
3530 Toringdon Way Suite 300 Akron, OH 44311
Charlotte, NC 28277 DEVELOPMENT SERVICES (614) 859-1607
(704) 405-6580 COUNTER dpalkovic@gpdgroup.com
Subject: Structural Analysis Report
Carrier Designation: AT&T Mobility Co -Locate
Carrier Site Number:
WA358
Carrier Site Name:
Lake Ballinger
Crown Castle Designation: Crown Castle BU Number:
840470
Crown Castle Site Name:
LAKE BALLINGER
Crown Castle JDE Job Number:
298709
Crown Castle Work Order Number:
918275
Crown Castle Application Number:
255122 Rev. 9
Engineering Firm Designation:
Site Data:
Dear Marianne Dunst,
GPD Group Project Number: 2014777.840470.01
23931 Highway 99, Edmonds, WA 98026 Snohomish County
Latitude 47046'54.3", Longitude -122020'37.9"
57 Foot — EEI Monopole Tower
GPD Group is pleased to submit this "Structural Analysis Report" to determine the structural integrity of the
above mentioned tower. This analysis has been performed in accordance with the Crown Castle Structural
'Statement of Work' and the terms of Crown Castle Purchase Order Number 703012, in accordance with
application 255122, revision 9.
The purpose of the analysis is to determine acceptability of the tower stress level. Based on our analysis we
have determined the tower stress level for the structure and foundation, under the following load case, to be:
LC5: Existing + Proposed Equipment Sufficient Capacity
Note: See Table I and Table 11 for the proposed and existing/reserved loading, respectively.
This analysis has been performed in accordance with the 2012 International Building Code based upon an
ultimate 3-second gust wind speed of 110 mph converted to a nominal 3-second gust wind speed of 85 mph per
section 1609.3.1 as required for use in the TIA-222-G Standard per Exception #5 of Section 1609.1.1.
Exposure Category C and Risk Category 11 were used in this analysis.
We at GPD Group appreciate the opportunity of providing our continuing professional services to you and
Crown Castle. If you have any questions or need further assistance on this or any other projects please give us
a call.
Structural analysis prepared by: Tommy Knott, El
Respectfully submitted by:
John N. Kabak, S.E.
Washington #: 50892
EXP M/16/15
9/17/2M4
520 South Main Street. Suite 2531 . Akron, Ohio 44311 .330-572-2100. Fax 330-572-2101 . www.GPDGroup.com
Glaus, Pyle, Schomer, Burns & De Haven, Inc. dba Glaus, Pyle, Schomer, Bums & De Haven, PC
57 It Monopole Tower Structural Analysis September 17 2014
Project Number 2014777.840470.01, Application 255122, Revision 9 CCI BU No 840470
Page 2
TABLE OF CONTENTS
1) INTRODUCTION
2) ANALYSIS CRITERIA
Table I - Proposed Antenna and Cable Information
Table 2 - Existing and Reserved Antenna and Cable Information
Table 3 - Design Antenna and Cable Information
3) ANALYSIS PROCEDURE
Table 4 - Documents Provided
3.1) Analysis Method
3.2) Assumptions
4) ANALYSIS RESULTS
Table 5 - Section Capacity (Summary)
Table 6 - Tower Components vs. Capacity
4.1) Recommendations
5) APPENDIX A
tnxTower Output
6) APPENDIX B
Base Level Drawing
7) APPENDIX C
Additional Calculations
tnxTower Report - version 6.1.4.1
57 ft Monopole Tower Structural Analysis September 17 2014
Project Number 2014777.840470.01, Application 255122, Revision 9 CCI BU No 840470
Page 3
1) INTRODUCTION
The existing 57' monopole has two major sections connected by a slip joint. It has 12 sides and is evenly
tapered from 25.0" (flat -flat) at the base to 13.5" (flat -flat) at the top. The structure is galvanized and has no
tower lighting
This tower is a 57 ft Monopole tower designed by Engineered Endeavors, Inc. in February of 1999. The tower
was originally designed for a wind speed of 90 mph per TIA/EIA-222-F.
2) ANALYSIS CRITERIA
This analysis has been performed in accordance with the 2012 International Building Code based upon an
ultimate 3-second gust wind speed of 110 mph converted to a nominal 3-second gust wind speed of 85 mph per
section 1609.3.1 as required for use in the TIA-222-G Standard per Exception #5 of Section 1609.1.1.
Exposure Category C and Risk Category 11 were used in this analysis.
Table 1 - Proposed Antenna and Cable Information
Mounting
Ir f
Le e (.t
Center
1ine
Elev�iti
pon.
N umber
of'
Antennas
Antenna
Mandfacturer.-
Antenna, Model'...
Number
-o.f Feed
Lin es.
Feed
.1ine
I n
e
Not''
�3
Alcatel Lucent
3JR52703AAAA
F -------
TAIcatel Lucent
19442 RRH_700_W_/S_0__L_AR
1 3
1 Alcatel Lucent
RRH 2x6OW-190OMHz
57.0
60.0
4
3/8
3/4
1
3
Alcatel Lucent
RRH2X40-07L-DE
3
Alcatel Lucent
RRH4_X25-WCS
3
Commscope
SBNHH-1 D65C
Raycap
DC6-48-60-18-8F
Notes:
1) See Appendix B for proposed coax layout.
tnxTower Report - version 6.1.4.1
57 ft Monopole Tower Structural Analysis September 17 2014
Project Number 2014777.840470.01, Application 255122, Revision 9 CCI BU No 840470
Page 4
Table 2 - Existing and Reserved Antenna and Cable Information
Mounting
Level (ft).
Center
Line
Elevation
(ft)
Number
of
Antennas
Antenna
Manufacturer
Antenna,Modeli
Number
of Feed
Lines
Feed
Line-,
Size,(In)
Note
12
Kathrein
86010025
1
3/8
6
Powerwave
Technologies
LGP21401
F_
Raycap
DC6-48-60-18-8F
12
7/8
6
Ericsson
KRY 112 71/2
57.0
60.0
6
Kathrein
742265
2
Powerwave
Technologies
P65-17-XLH-RR
F 1 Tommu-nications
KMW
AM-X-CD-1 6-65-OOT-RET
I
6
7/8
1
3
Kathrein
742265
3
Alcatel Lucent
9442 RRH
57.0
1
Platform Mount [LP 601 -1
42.0
3
Kathrein
84010054
41.0
6
5/16
41.0
1
Side Arm Mount [SO 104-31
38.0
3
Motorola
DAP Vx RF
40.0
40.0
1
Pipe Mount [PM 601-3]
Notes:
1 ) Equipment to be Removed
Table 3 - Design Antenna and Cable Information
Center
Number
Number,
Feed
Mouritin''
g,
-,�,Line
of
Antdinha
Mr d A
Antenna. o e
eed..
Line
'Level (ft)
Elevation
Antennas
Manufacturer
Lines
Size (in)
4
AP 193320
57
57
AP 199016
1
Low Profile Platform w/ T-
I
Mounts
Low Profile Platform wl T-
F47
47
Mounts
9
SP 9014
3) ANALYSIS PROCEDURE
Table 4 - Documents Provided
Document
Remarks
'-Reference
Source
4-GEOTECHNICAL REPORTS
Earth Consultants Project #: E-
5096443
CCISITES
7147-357, Dated 9/1/1998
4-TOWER FOUNDATION
Engineered Endeavors Project #:
5096434
1
CCISITES
1
DRAW INGS/DESIGN/SPECS
4628, Dated 2/15/1999
4-TOWER MANUFACTURER
Engineered Endeavors Project #:
5096394
CCISITES
DRAWINGS
4628, Dated 2/15/1999
tnxTower Report - version 6.1.4.1
57 ft Monopole Tower Structural Analysis September 172014
Project Number 2014777.840470. 0 1, Application 255122, Revision 9 CCI BU No 840470
Page 5
3.1) Analysis Method
tnxTower (version 6.1.4.1), a commercially available analysis software package, was used to create a
three-dimensional model of the tower and calculate member stresses for various loading cases.
Selected output from the analysis is included in Appendix A.
3.2) Assumptions
1) Tower and structures were built in accordance with the manufacturer's specifications.
2) The tower and structures have been maintained in accordance with the manufacturer's
specification.
3) The configuration of antennas, transmission cables, mounts and other appurtenances are as
specified in Tables 1 and 2 and the referenced drawings.
4) When applicable, transmission cables are considered as structural components for calculating
wind loads as allowed by TIA-222-G.
This analysis may be affected if any assumptions are not valid or have been made in error. GPD
Group should be notified to determine the effect on the structural integrity of the tower.
4) ANALYSIS RESULTS
Table 5 - Section CaDacitv (Summarv)
Section
No�'
glevation,(ft)
Component
Ty pe
Critical
Element:
1
P K.
SF*P allow
ow
(K) -
0%
Capacity
-136si Fill
Ll
57-27
Pole
TP19.82xl3.5xO.l875
1
-6.15
47
8OP24
72.2
Pass
L�
27 -,0
Pole
TP25X18.8134.25
2
-9.19
1405.97
1 723
Pass
ISummaryl
Pole (1-2)
72.3
Pass
Rating =
72.3
Pass
Table 6 - Tower Comoonent Stresses vs. CaDacitv — LC5
Nbtes
Component-
Elevatiorifft),:_.,
% Capacity'
Passl:Fai,L..�.
Anchor Rods
0
73.7
Pass
2
Base Plate
0
83.8
Pass
1
Base Foundation
0
43.6
Pass
1
Base Foundation
Soil Interaction
0
35.1
Pass
Structure Rating (max frdin all,ddlmp6rients)
Notes:
1 See additional documentation in "Appendix C — Additional Calculations" for calculations supporting the % capacity
consumed.
2) Capacities up to 105% are considered acceptable based on analysis methods used.
4.1) Recommendations
The existing tower and its foundation are sufficient for the proposed loading and do not require
modifications.
tnxTower Report - version 6.1.4.1
57 ft Monopole Tower Structural Analysis September 17 2014
Project Number 2014777.840470.01, Application 255122, Revision 9 CCI BU No 840470
Page 6
5) DISCLAIMER OF WARRANTIES
GPD GROUP has not performed a site visit to the tower to verify the member sizes or antenna/coax loading. If
the existing conditions are not as represented on the tower elevation contained in this report, we should be
contacted immediately to evaluate the significance of the discrepancy. This is not -a condition assessment of the
tower or foundation. This report does not replace a full tower inspection. The tower and foundations are
assumed to have been properly fabricated, erected, maintained, in good condition, twist free, and plumb.
The engineering services rendered by GPD GROUP in connection with this Structural Analysis are limited to a
computer analysis of the tower structure and theoretical capacity of its main structural members. No allowance
was made for any damaged, bent, missing, loose, or rusted members (above and below ground). No allowance
was made for loose bolts or cracked welds.
This analysis is limited to the designated maximum wind and seismic conditions per the governing tower
standards and code. Wind forces resulting in tower vibrations near the structure's resonant frequencies were
not considered in this analysis and are outside the scope of this analysis. Lateral loading from any dynamic
response was not evaluated under a time -domain based fatigue analysis.
GPD GROUP does not analyze the fabrication of the structure (including welding). It is not possible to have all
the very detailed information needed to perform a thorough analysis of every structural sub -component and
connection of an existing tower. GPD GROUP provides a limited scope of service in that we cannot verify the
adequacy of every weld, plate connection detail, etc. The purpose of this report is to assess the capability of
adding appurtenances usually accompanied by transmission lines to the structure.
It is the owner's responsibility to determine the amount of ice accumulation in excess of the code specified
amount, if any, that should be considered in the structural analysis.
The attached sketches are a schematic representation of the analyzed tower. If any material is fabricated from
these sketches, the contractor shall be responsible for field verifying the existing conditions, proper fit, and
clearance in the field. Any mentions of structural modifications are reasonable estimates and should not be
used as a precise construction document. Precise modification drawings are obtainable from GPD GROUP, but
are beyond the scope of this report.
Miscellaneous items such as antenna mounts, etc., have not been designed or detailed as a part of our work.
We recommend that material of adequate size and strength be purchased from a reputable tower manufacturer.
Towers are designed to carry gravity, wind, and ice loads. All members, legs, diagonals, struts, and redundant
members provide structural stability to the tower with little redundancy. Absence or removal of a member can
trigger catastrophic failure unless a substitute is provided before any removal. Legs carry axial loads and derive
their strength from shorter unbraced lengths by the presence of redundant members and their connection to the
diagonals with bolts or welds. If the bolts or welds are removed without providing any substitute to the frame,
the leg is subjected to a higher unbraced length that immediately reduces its load carrying capacity. If a
diagonal is also removed in addition to the connection, the unbraced length of the leg is greatly increased,
jeopardizing its load carrying capacity. Failure of one leg can result in a tower collapse because there is no
redundancy. Redundant members and diagonals are critical to the stability of the tower.
GPD GROUP makes no warranties, expressed and/or implied, in connection with this report and disclaims any
liability arising from material, fabrication, and erection of this tower. GPD GROUP will not be responsible
whatsoever for, or on account of, consequential or incidental damages sustained by any person, firm, or
organization as a result of any data or conclusions contained in this report. The maximum liability of GPD
GROUP pursuant to this report will be limited to the total fee received for preparation of this report.
tnxTower Report - version 6.1.4.1
57 ft Monopole Tower Structural Analysis September 17 2014
Project Number 2014777.840470.01, Application 255122, Revision 9 CCI BU No 840470
Page 7
APPENDIX A
TNXTOWER OUTPUT
tnxTower Report - version 6.1.4.
8
0;
C;
cNi
z
57.0 ft I
2740 it
0.0 it
DESIGNED APPURTENANCE LOADING
TYPE
ELEVAT10N
TYPE
ELEVATION
Platform Mount [LP 601-11
57
RRH 2x60W-190OMHz
57
Side Arm Mount [SO 701-31
57
RRH 2x6OW-190OMHZ
57
SBNHH-1065C wl Mount Pipe
57
9442 RRH 700 WISOLAR
57
SBNHH- I D65C w/ Mount Pipe
57
9442 RRH 700 WISOLAR
57
SBNHH-1 D65C wl Mount Pipe
57
9442 RRH 700 W/SOLAR
57
(2) 742 265 wl Mount Pipe
57
(2) KRY 112 71/2
57
(2) 742 265 wl Mount Pipe
57
(2� KRY 112 71/2
57
(2) 742 265 wl Mount Pipe
57
(2� KRY 112 71/2
57
3JR52703AAAAw/ Mount Pipe
57
OC648-6D-18-8F
57
3JR52703AAAA wl Mount Pipe
57
DC6-48-60-18-BF
57
3JR52703AAAA wl Mount Pipe
57
(4) 860 10025
57
-�RWX25-WCS
57
(4) 860 10025
57
RRH4X25-WCS
57
(4) 860 10025
57
ARH4X25-WCS
57
Side Arm Mount (SO 104-31
41
RRH2.X40-07L-DE
57
540 10054 wl Mount Pipe
41
RRH2X40-07L-DE
57
840 10054 wl Mount Pipe
41
ARH2.X40-07L-DE
57
640 10054 wl Mount Pipe
41
(2) LGP21401
57
DAP Vx RF
41
(2) LGP21401
57
DAP Vx AF
41
LGPL1,Ll
LRR
7
DA! Vx R.F
41
.W.1 90OMHz
57
ip. 0 , [PM 601-31
140 —j
MATERIAL
TOWER DESIGN NOTES
1 . Tower is located in Snohomish County, Washington.
2. Tower designed for Exposure C to the TIA-222-G Standard.
3. Tower designed for a 85 mph basic wind in accordance with the TIA-222-G Standard.
4. Tower is also designed for a 30 mph basic wind with 0.25 in ice. Ice is considered to
increase in thickness with height.
5. Deflections are based upon a 60 mph wind.
6. Tower Structure Class II.
7. Topographic Category 1 with Crest Height of 0.00 It
8. TOWER RATING: 72.3%
!EACTIONS
-ACTORED
VIAL
12 K
MOMENT
T--� 4 7 kip-ft
WE 0 kip-ft
D - 0.2500 in ICE
VIAL
9K
MOMENT
T-� 507 kip-ft
TORQUE 0 kip-ft
REACTIONS - 85 mph WIND
GPD Group
520 S Main St. Suite 2531
GPD GROUP Akron, OH 44311
GPD Group Phone: (330) 572-2289
FAX: (330) 572-2102
lob: LAKE BALLINGER BU#. 84047(
Protect: 2014777.840470.01
client: Crown Castld
Drawn by: 0
tkno
Appd:
Code: TIA-222-G
IDa,e:09/17/1
Scale: NTS
Path: TX—k$40470,01%TNXwA40470.Mi
Dw9 No- E- I
Feed Line Distribution Chart
0' - 57'
I Round _ Flat _ App In Face _ App Out Face _ Truss Leg
C
0
LU
Fad-P A Fai-P R Fa(-p r-
GPD Group
41k. 520 S Main St. Suite 2531
GPD GROUP Akron, OH 44311
GPO Group Phone: (330) 572-2289
FAX: (330) 572-2102
lob: LAKE BALLINGER BU#: 84047(
Project: 2014777.840470.01
Client: Crown Casti� Drawn by:
Code: TIA-222-G 1Dae:09/17/14JSca'e:
NTS
Path: T�r—n\84047001WNV340470
I Dwg No- E-7,
57 ft Monopole Tower Structural Analysis September 17 2014
Project Number 2014777.840470.01, Application 255122, Revision 9 CCI BU No 840470
Page 8
TowerinputDati
There is a pole section.
This tower is designed using the TIA-222-G standard.
The following design criteria apply:
1) Tower is located in Snohomish County, Washington.
2) Basic wind speed of 85 mph.
3) Structure Class 11.
4) Exposure Category C.
5) Topographic Category 1.
6) Crest Height 0.00 ft.
7) Nominal ice thickness of 0.2500 in.
8) Ice thickness is considered to increase with height.
9) Ice density of 56 pcf.
lo) A wind speed of 30 mph is used in combination with ice.
11) Temperature drop of 50 OF.
12) Deflections calculated using a wind speed of 60 mph.
13) A non -linear (P-delta) analysis was used.
14) Pressures are calculated at each section.
15) Stress ratio used in pole design is 1.
16) Local bending stresses due to climbing loads, feed line supports, and appurtenance mounts are not
considered.
Consider Moments - Legs
Consider Moments - Horizontals
Consider Moments - Diagonals
Use Moment Magnification
Use Code Stress Ratios
Use Code Safety Factors - Guys
Escalate Ice
Always Use Max Kz
Use Special Wind Profile
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
Options -
Distribute Leg Loads As Uniform
Assume Legs Pinned
Assume Rigid Index Plate
Use Clear Spans For Wind Area
Use Clear Spans For KUr
Retension Guys To Initial Tension
Bypass Mast Stability Checks
Use Azimuth Dish Coefficients
Project Wind Area of Appurt.
Autocalc Torque Arm Areas
SR Members Have Cut Ends
Sort Capacity Reports By Component
Triangulate Diamond Inner Bracing
Use TIA-222-G Tension Splice
Capacity Exemption
Treat Feedline Bundles As Cylinder
Use ASCE 10 X-Brace Ly Rules
Calculate Redundant Bracing Forces
Ignore Redundant Members in FEA
SR Leg Bolts Resist Compression
All Leg Panels Have Same Allowable
Offset Girt At Foundation
4 Consider Feedline Torque
Include Angle Block Shear Check
0031M
4 Include Shear -Torsion Interaction
Always Use Sub -Critical Flow
Use Top Mounted Sockets
Tap'ered..Pole Section Geometry
Section Elevation
Section
Splice
Number
Top
Bottom
Wall
Bend
Pole Grade
Length
Length
of
Diameter
Diameter
Thickness
Radius
ft
ft
ft
Sides
in
in
in
in
Ll 57.00-27.00
30.00
3.00
12
13.5000
19.8200
0.1875
0.7500
A572-65
(65 ksi)
L2 27.00-0.00
30.00
12
18.8130
25.0000
0.2500
1.0000
A572-65
(65 ksi)
-Tapered Pole Properties
WIt
Section Tip Dia.
Area
r
C
I/C
J
It/0
w
in
in2
in4
in
in
in 3
0
#72
in
Ll 13.9762
8.0374
181.8118
4.7659
6.9930
25.9991
368.3999
3.9558
3.1155
16.616
20.5192
11.8531
583.1361
7.0284
10.2668
56.7985
1181.5918
5.8337
4.8093
25.649
L2 20.1172
14.9432
657.2435
6.6456
9.7451
67.4433
1331.7536
7.3546
4.3719
17.488
25.8819
19.9237
1557.7847
8.8605
12.9500
120.2923
3156.4942
9.8059
6.0300
24.12
tnxTower Report - version 6.1.4.1
57 ft Monopole Tower Structural Analysis
Project Number 2014777.840470.01, Application 255122, Revision 9
September 17 2014
CCI BU No 840470
Page 9
Tower
Gusset
Gusset Gusset GradeAdjust Factor Adjust.
Weight Mult. Double Angle Double Angle
Elevation
Area
Thickness Af Factor
Stitch Bolt Stitch Bolt
(per face)
A,
Spacing Spacing
Diagonals Horizontals
ft
fe
in
in in
Ll 57.00-
1 1
1
27.00
L2 27.00-0.00
Feed lin6lUnear A . ppurteha'ndes' - Entered. As Rdund Or Flat
Description
Secto
Component
Placement
Total
Number
StartlEn
Width or Perimete
Weight
r
Type
Number
Per Row
d
Diamete r
ft
Position
r
plf
in in
Step Pegs
B
Surface Ar
57.00-8.00
1
1
0.000
0.8000
2.720
(CaAa)
0.000
Safety Line 3/8
B
Surface Ar
57.00-8.00
1
1
0.000
0.3750
0.220
(CaAa)
0.000
3" Flex Conduit
B
Surface Ar
48.50 - 41.00
1
1
0.000
3.0000
0.478
(CaAa)
0.000
Feed U ne/Li near Ap'pU' denances', Entered, As Area
Description Face Allow Component Placement Total CAAA Weight
or Shield Type Number
Leg ft felft plf
LDF5-5 A(7/8")
B
No
Inside Pole
57.00-8.00
12
No Ice
0.00
0.330
1/2" Ice
0.00
0.330
CR 50 396 PE(3/8")
B
No
Inside Pole
57.00-8.00
1
No Ice
0.00
0.090
1/2" Ice
0.00
0.090
FB-L98-002-XXX( 3/8)
C
No
Inside Pole
57.00-8.00
2
No Ice
0.00
0.065
1/2" Ice
0.00
0.065
WR-VG86T(3/4)
C
No
Inside Pole
57.00-8.00
4
No Ice
0.00
0.529
1/2" Ice
0.00
0.529
9207(5/16")
B
No
Inside Pole
41.00-8.00
6
No Ice
0.00
0.600
1/2" Ice
0.00
0.600
3" Flex Conduit
B
No
Inside Pole
48.50-8.00
1
No Ice
0.00
0.478
1/2" Ice
0.00
0.478
Line/Linear n" e'
A"pldetena c s'Sectidn'Ar6as',
P
Tower
Tower
Face
An
AF
CAAA
CAAA
Weight
Sectio
Elevation
In Face
Out Face
n
ft
ft,
ft,
ft2
ft,
K
Ll
57.00-27.00
A
0.000
0.000
0.000
0.000
0.00
B
0.000
0.000
5.775
0.000
0.27
C
0.000
0.000
0.000
0.000
0.07
L2
27.00-0.00
A
0.000
0.000
0.000
0.000
0.00
B
0.000
0.000
2.232
0.000
0.21
C
0.000
0.000
0.000
0.000
0.04
-Feed L! ne/Li near,. ApOuitenances Section Areas'-- With- Ice
Tower
Tower
Face
Ice
An
AF
CAAA
CAAA
Weight
Sectio
Elevation
or
Thickness
In Face
Out Face
n
ft
Leg
in
fe
f?
ft2
ft2
K
Ll
57.00-27.00
A
0.511
0.000
0.000
0.000
0.000
0.00
B
0.000
0.000
12.532
0.000
0.33
C
0.000
0.000
0.000
0.000
0.07
tnxTower Report - version 6.1.4.1
57 ft Monopole Tower Structural Analysis
September 17 2014
Project Number,9014777.840470.01, Application 255122,
Revision 9
CCI BU No 840470
Page 10.
Tower Tower Face Ice
AR
AF
CAAA
CAAA
Weight
Sectio Elevation or Thickness
In Face
Out Face
n ft Leg in
te
fe
ft,
ft-1
K
L2 27.00-0.00 A 0.455
0.000
0.000
0.000
0.000
0.00
B
0.000
0.000
6.119
0.000
0.24
C
0.000
0.000
0.000
0.000
0.04
Feed. U ne0enter bf "N6�su re
Section Elevation
CPX
CPZ
CPX
CPZ
Ice
Ice
ft
in
in
in
in
Ll 57.00-27.00
0.2303
-0.1329
0.4123
-0.2380
L2 27.00-0.00
0.0987
-0.0570
0.2423
-0.1399
Shielding FactorKa.
Tower
Feed Line
Description
Feed Line
Ka
Ka
Section
Record No.
Segment
No Ice
Ice
Elev.
Ll
1
Step Pegs
27.00-
1.0000
1.0000
57.00
Ll
2
Safety Line 3/8
27.00-
1.0000
1.0000
57.00
Ll
11
3" Flex Conduit
41.00-
1.0000
1.0000
1
48.50
Disdrete Tower Loaft
Description
Face
Offset
Offsets:
Azimuth
Placement
CAAA
CAAA
Weight
or
Type
Horz
Adjustmen
Front
Side
Leg
Lateral
t
Vert
ft
ft
fe
fe
K
ft
o
ft
Platform Mount [LP 601 -1
C
None
0.0000
57.00
No Ice
28.47
28.47
1.12
1/2"
33.59
33.59
1.51
Ice
Side Arm Mount [SO 701 -
C
None
0.0000
57.00
No Ice
2.83
2.83
0.20
3]
1/2"
3.92
3.92
0.24
Ice
SBNHH-1 D65C w/ Mount
A
From Leg
4.00
0.0000
57.00
No Ice
11.59
9.79
0.10
Pipe
0.00
1/2"
12.31
11.31
0.19
3.00
Ice
SBNHH-1 D65C w/ Mount
B
From Leg
4.00
0.0000
57.00
No Ice
11.59
9.79
0.10
Pipe
0.00
1/2"
12.31
11.31
0.19
3.00
Ice
SBNHH-1 D65C wl Mount
C
From Leg
4.00
0.0000
57.00
No Ice
11.59
9.79
0.10
Pipe
0.00
1/2"
12.31
11.31
0.19
3.00
Ice
(2) 742 265 w/ Mount Pipe
A
From Leg
4.00
0.0000
57.00
No Ice
7.85
6.41
0.08
0.00
1/2"
8.45
7.63
0.14
0.00
Ice
(2) 742 265 w/ Mount Pipe
B
From Leg
4.00
0.0000
57.00
No Ice
7.85
6.41
0.08
0.00
1/2"
8.45
7.63
0.14
0.00
Ice
(2) 742 265 w/ Mount Pipe
C
From Leg
4.00
0.0000
57.00
No Ice
7.85
6.41
0.08
0.00
1/2"
8.45
7.63
0.14
0.00
Ice
tnxTower Report - version 6.1.4.1
57 ft Monopole Tower Structural Analysis
September 172014
Project Number 2014777.840470.01, Application 255122, Revision 9
CCI BU No 840470
Page 11
Description
Face
Offset
Offsets:
Azimuth
Placement
CAAA
CAAA
Weight
or
Type
Horz
Adjustmen
Front
Side
Leg
Lateral
t
Vert
It
It
fe
ft2
K
It
o
ft
3JR52703AAAA wl Mount
A
From Leg
4.00
0.0000
57.00
No Ice
11.60
13.66
0.15
Pipe
0.00
1/2"
12.22
15.11
0.26
3.00
Ice
3JR52703AAAA w/ Mount
B
From Leg
4.00
0.0000
57.00
No Ice
11.60
13.66
0.15
Pipe
0.00
1/2"
12.22
15.11
0.26
3.00
Ice
3JR52703AAAA w/ Mount
C
From Leg
4.00
0.0000
57.00
No Ice
11.60
13.66
0.15
Pipe
0.00
1/2"
12.22
15.11
0.26
3.00
Ice
RRH4X25-WCS
A
From Leg
4.00
0.0000
57.00
No Ice
4.45
3.81
0.09
0.00
1/2"
4.77
4.11
0.13
3.00
Ice
RRH4X25-WCS
B
From Leg
4.00
0.0000
57.00
No Ice
4.45
3.81
0.09
0.00
1/2"
4.77
4.11
0.13
3.00
Ice
RRH4X25-WCS
C
From Leg
4.00
0.0000
57.00
No Ice
4.45
3.81
0.09
0.00
1/2"
4.77
4.11
0.13
3.00
Ice
RRH2X40-07L-DE
A
From Leg
4.00
0.0000
57.00
No Ice
4.00
2.56
0.07
0.00
1/2"
4.29
2.81
0.10
3.00
Ice
RRH2X40-07L-DE
B
From Leg
4.00
0.0000
57.00
No Ice
4.00
2.56
0.07
0.00
1/2"
4.29
2.81
0.10
3.00
Ice
RRH2X40-07L-DE
C
From Leg
4.00
0.0000
57.00
No Ice
4.00
2.56
0.07
0.00
1/2"
4.29
2.81
0.10
3.00
Ice
(2) LGP21401
A
From Leg
4.00
0.0000
57.00
No Ice
1.29
0.23
0.01
0.00
1/2"
1.45
0.31
0.02
3.00
Ice
(2) LGP21401
B
From Leg
4.00
0.0000
57.00
No Ice
1.29
0.23
0.01
0.00
1/2"
1.45
0.31
0.02
3.00
Ice
(2) LGP21401
C
From Leg
4.00
0.0000
57.00
No Ice
1.29
0.23
0.01
0.00
1/2"
1.45
0.31
0.02
3.00
Ice
RRH 2x6OW-190OMHz
A
From Leg
4.00
0.0000
57.00
No Ice
2.19
1.41
0.04
0.00
1/2"
2.40
1.59
0.06
3.00
Ice
RRH 2x6OW-190OMHz
B
From Leg
4.00
0.0000
57.00
No Ice
2.19
1.41
0.04
0.00
1/2"
2.40
1.59
0.06
3.00
Ice
RRH 2x6OW-190OMHz
C
From Leg
4.00
0.0000
57.00
No Ice
2.19
1.41
0.04
0.00
1/2"
2.40
1.59
0.06
3.00
Ice
9442 RRH 700 W/SOLAR
A
From Leg
4.00
0.0000
57.00
No Ice
2.49
2.21
0.05
0.00
1/2"
2.71
2.42
0.07
0.00
Ice
9442 RRH 700 W/SOLAR
B
From Leg
4.00
0.0000
57.00
No Ice
2.49
2.21
0.05
0.00
1/2"
2.71
2.42
0.07
3.00
Ice
9442 RRH 700 W/SOLAR
C
From Leg
4.00
0.0000
57.00
No Ice
2.49
2.21
0.05
0.00
1/2"
2.71
2.42
0.07
0.00
Ice
(2) KRY 112 71/2
A
From Leg
4.00
0.0000
57.00
No Ice
0.68
0.45
0.01
0.00
1/2"
0.80
0.56
0.02
0.00
Ice
(2) KRY 112 71/2
B
From Leg
4.00
0.0000
57.00
No Ice
0.68
0.45
0.01
0.00
1/2"
0.80
0.56
0.02
0.00
Ice
(2) KRY 112 71/2
C
From Leg
4.00
0.0000
57.00
No Ice
0.68
0.45
0.01
0.00
1/2"
0.80
0.56
0.02
0.00
Ice
DC6-48-60-18-8F
A
From Leg
4.00
0.0000
57.00
No Ice
2.57
2.57
0.02
0.00
1/2"
2.80
2.80
0.04
3.00
Ice
DC6-48-60-18-8F
B
From Leg
4.00
0.0000
57.00
No Ice
2.57
2.57
0.02
0.00
1/2"
2.80
2.80
0.04
3.00
Ice
tnxTower Report - version 6.1.4.1
57 It Monopole Tower Structural Analysis
Project Number 2014777.840470.01, Application 255122, Revision 9
Description Face Offset Offsets: Azimuth Placement
or Type Horz Adjustmen
Leg Lateral t
Vert
ft It
ft o
ft
September 17 2014
CCI BU No 840470
Page 12
CAAA CAAA Weight
Front Side
fe fe K
(4) 860 10025
A
From Leg
4.00
0.0000
57.00
No Ice
0.16
0.14
0.00
0.00
1/2"
0.23
0.20
0.00
3.00
Ice
(4) 860 10025
B
From Leg
4.00
0.0000
57.00
No Ice
0.16
0.14
0.00
0.00
1/2"
0.23
0.20
0.00
3.00
Ice
(4) 860 10025
C
From Leg
4.00
0.0000
57.00
No Ice
0.16
0.14
0.00
0.00
1/2"
0.23
0.20
0.00
3.00
Ice
Side Arm Mount [SO 104-
C
None
0.0000
41.00
No Ice
3.30
3.30
0.29
3]
1/2"
4.13
4.13
0.32
Ice
Pipe Mount [PM 601-3]
C
None
0.0000
40.00
No Ice
4.39
4.39
0.20
1/2"
5.48
5.48
0.24
Ice
840 10054 w/ Mount Pipe
A
From Leg
2.00
0.0000
41.00
No Ice
6.48
3.66
0.08
0.00
1/2"
7.31
4.75
0.13
1.00
Ice
840 10054 w/ Mount Pipe
B
From Leg
2.00
0.0000
41.00
No Ice
6.48
3.66
0.08
0.00
1/2"
7.31
4.75
0.13
1.00
Ice
840 10054 w/ Mount Pipe
C
From Leg
2.00
0.0000
41.00
No Ice
6.48
3.66
0.08
0.00
1/2"
7.31
4.75
0.13
1.00
Ice
DAP Vx PIF
A
From Leg
2.00
0.0000
41.00
No Ice
2.27
2.27
0.03
0.00
1/2"
2.51
2.51
0.05
-3.00
Ice
DAP Vx FIF
B
From Leg
2.00
0.0000
41.00
No Ice
2.27
2.27
0.03
0.00
1/2"
2.51
2.51
0.05
-3.00
Ice
DAP Vx FIF
C
From Leg
2.00
0.0000
41.00
No Ice
2.27
2.27
0.03
0.00
1/2"
2.51
2.51
0.05
-3.00
Ice
ToWer Forces N6',1ce,,mWnd'Nor'ma1'To Face'
Section
Add
Self
F
e
CF
q�
DF
DR
A6
F
w
Ctrf.
Elevation
Weight
Weight
a
Face
C
Psf
ft
K
K
e
fe
K
plf
Ll 57.00-
0.34
1.02
A
1
1
18
1
1
43.119
0.87
29.071
C
27.00
B
1
1
1
1
43.119
C
1
1
1
1
43.119
L2 27.00-
0.25
1.78
A
1
1
15
1
1
51.749
0.85
31.488
C
0.00
B
1
1
1
1
51.749
C
1
1
1
1
51.749
Sum Weight:
0.59
2.79
OTM
47.05 kip-
1.72
I
ft
Tower FdrdeS- 7 No Ice - Wind 60 To Face_
Section
Add
Self
F
e
CF
qz
DF
DR
AE
F
w
Ctrl.
Elevation
Weight
Weight
a
Face
C
Psf
ft
K
K
e
ft,
K
Plf
Ll 57.00-
0.34
1.02
A
1
1
18
1
1
43.119
0.87
29.071
C
27.00
B
1
1
1
1
43.119
tnxTower Report - version 6.1.4.1
0 1
57 ft Monopole Tower Structural Analysis September 172014
Project Number 2014777.840470.01, Application 255122, Revision 9 CCI BU No 840470
Page 13
Section
Add
Self
F
e
CF
qz
DF
DR
AE
F
w
Ctrl.
Elevation
Weight
Weight
a
Face
c
psf
ft
K
K
e
K
plf
C
1
1
1
1
43.119
L2 27.00-
0.25
1.78
A
1
1
15
1
1
51.749
0.85
31.488
C
0.00
B
1
1
1
1
51.749
C
1
1
1
1
51.749
Sum Weight:
0.59
2.79
OTM
47.05 kip-
1.72
ft
7 Tower Forces'"'NoAce- Wind 90.To"Face
Section
Add
Self
F
e
CF
qz
DF
DR
AE
F
w
Ctrl.
Elevation
Weight
Weight
a
Face
c
Psf
It
K
K
e
ft'
Pff
Ll 57.00-
0.34
1.02
A
1
1
18
1
1
43.119
_K
0.90
30.084
B
27.00
B
1
1.035
1
1
43.119
C
1
1
1
1
43.119
L2 27.00-
0.25
1.78
A
1
1
15
1
1
51.749
0.85
31.488
C
0.00
B
1
1
1
1
51.749
C
1
1
1
1
51.749
Sum Weight:
0.59
2.79
OTM
48.30 kip-
1.75
I
ft
Tower'Porces, -With -ice - Wind Normal, To Face.
Section
Add
Self
F
e
CF
q,
DF
DR
AE
F
w
CO.
Elevation
Weight
Weight
a
Face
c
psf
ft
K
K
e
ft,
K
Plf
Li 57.00-
0.40
1.35
A
1
1.2
2
1
1
45.676
0.14
4.603
C
27.00
B
1
1.2
1
1
45.676
C
1
1.2
1
1
45.676
L2 27.00-
0.28
2.13
A
1
1.2
2
1
1
54.050
0.13
4.916
C
0.00
B
1
1.2
1
1
54.050
C
1
1.2
1
1
54.050
Sum Weight:,
0.681
3.471
1
1
1
1
1 OTM
1 7.43 kip-ft 1
0.27,
1
Tower, Fo rces -With Ice Wind ZO ToTace
Section
Add
Self
F
e
CF
qz
DF
DR
AE
F
w
CO.
Elevation
Weight
Weight
a
Face
c
psf
It
K
K
e
fe
K
plf
Li 57.00-
0.40
1.35
A
1
1.2
2
1
1
45.676
0.14
4.603
C
27.00
B
1
1.2
1
1
45.676
C
1
1.2
1
1
45.676
L2 27.00-
0.28
2.13
A
1
1.2
2
1
1
54.050
0.13
4.916
C
0.00
B
1
1.2
1
1
54.050
C
1
1.2
1
1
54.050
Sum Weight:,
0.68,
3.47,
1
1
1
1
1 OTM
7.43 kip-ft
0.27,
Tower Forces - With Ice - Wind 90 To Face,
tnxTower Report - version 6.1.4.1
57 It Monopole Tower Structural Analysis September 17 2014
Project Number 2014777.840470.01, Application 255122, Revision 9 CCI BU No 840470
Page 14
Section
Add
Self
F
e
CF
qz
DF
DR
AE
F
W
CO.
Elevation
Weight
Weight
a
Face
c
PSI`
It
K
K
e
fe
K
Pff
Ll 57.00-
0.40
1.35
A
1
1.2
2
1
1
45.676
0.14
4.603
C
27.00
B
1
1.2
1
1
45.676
C
1
1.2
1
1
45.676
L2 27.00-
0.28
2.13
A
1
1.2
2
1
1
54.050
0.13
4.916
C
0.00
B
1
1.2
1
1
54.050
C
1
1.2
1
1
54.050
1 Sum Weight: 1
0.681
3.471
1
1
1
1
1 OTM
1 7.43 kip-ft
1 0.271
Tower Forces -..Seit�fice -Wind, Normal,, Toface
Section
Add
Self
F
e
CF
qz
DF
DR
AE
F
w
CO.
Elevation
Weight
Weight
a
Face
C
Psf
ft
K
K
e
fe
K
Plf
Ll 57.00-
0.34
1.02
A
1
1
8
1
1
43.119
0.39
12.961
C
27.00
B
1
1
1
1
43.119
C
1
1
1
1
43.119
L2 27.00-
0.25
1.78
A
1
1
7
1
1
51.749
0.38
14.038
C
0.00
B
1
1
1
1
51.749
C
1
1
1
1
51.749
Sum Weight:
0.59
2.79
OTM
20.97 kip-
0.77
Ift
Towerforces-Service.,_ Wind 60 Toface'. ,
Section
Add
Seff
F
a
CF
qz
DF
DR
AE
F
w
Ctri.
Elevation
Weight
Weight
a
Face
C
PSI`
It
K
K
e
ft2
K
plf
Ll 57.00-
0.34
1.02
A
1
1
8
1
1
43.119
0.39
12.961
C
27.00
B
1
1
1
1
43.119
C
1
1
1
1
43.119
L2 27.00-
0.25
1.78
A
1
1
7
1
1
51.749
0.38
14.038
C
0.00
B
1
1
1
1
51.749
C
1
1
1
1
51.749
Sum Weight:
0.59
2.79
OTM
20.97 kip-
0.77
ft
Tower Forces �,.,Ser'vice -Wind 90 To Face
Section
Add
Self
F
e
CF
q.
DF
DR
AE
F
w
CO.
Elevation
Weight
Weight
a
Face
C
Psf
ft
K
K
e
If
K
pif
Ll 57.00-
0.34
1.02
A
1
1
8
1
1
43.119
0.40
13.412
B
27.00
B
1
1.035
1
1
43.119
C
1
1
1
1
43.119
L2 27.00-
0.25
1.78
A
1
1
7
1
1
51.749
0.38
14.038
C
0.00
B
1
1
1
1
51.749
C
1
1
1
1
51.749
Sum Weight:
0.59
2.79
OTM
21.53 kip-
0.78
ft
tnxTower Report - version 6.1.4.1
57 ft Monopole Tower Structural Analysis September 172014
Project Number 2014777.840470.01, Application 255122, Revision 9 CCI BU No 840470
Page 15
Load Com'bin''ations
Comb. Description
No.
1 Dead Only
2 1.2 Dead+1.6 Wind 0 deg - No Ice
3 0.9 Dead+1.6 Wind 0 deg - No Ice
4 1.2 Dead+1.6 Wind 30 deg - No Ice
5 0.9 Dead+1.6 Wind 30 deg - No Ice
6 1.2 Dead+1.6 Wind 60 deg - No Ice
7 0.9 Dead+1.6 Wind 60 deg - No Ice
8 1.2 Dead+1.6 Wind 90 deg - No Ice
9 0.9 Dead+1.6 Wind 90 deg - No Ice
10 1.2 Dead+1.6 Wind 120 deg - No Ice
11 0.9 Dead+1.6 Wind 120 deg - No Ice
12 1.2 Dead+1.6 Wind 150 deg - No Ice
13 0.9 Dead+1.6 Wind 150 deg - No Ice
14 1.2 Dead+1.6 Wind 180 deg - No Ice
15 0.9 Dead+1.6 Wind 180 deg - No Ice
16 1.2 Dead+1.6 Wind 210 deg - No Ice
17 0.9 Dead+ 1.6 Wind 210 deg - No Ice
18 1.2 Dead+1.6 Wind 240 deg - No Ice
19 0.9 Dead+1.6 Wind 240 deg - No Ice
20 1.2 Dead+1.6 Wind 270 deg - No Ice
21 0.9 Dead+1.6 Wind 270 deg - No Ice
22 1.2 Dead+1.6 Wind 300 deg - No Ice
23 0.9 Dead+1.6 Wind 300 deg - No Ice
24 1.2 Dead+1.6 Wind 330 deg - No Ice
25 0.9 Dead+1.6 Wind 330 deg - No Ice
26 1.2 Dead+1.0 lce+1.0 Temp
27 1.2 Dead+1.0 Wind 0 deg+1.0 Ice+1.0 Temp
28 1.2 Dead+1.0 Wind 30 deg+1.0 Ice+1.0 Temp
29 1.2 Dead+1.0 Wind 60 deg+1.0 lce+1.0 Temp
30 1.2 Dead+1.0 Wind 90 deg+1.0 Ice+1.0 Temp
31 1.2 Dead+1.0 Wind 120 deg+1.0 lce+1.0 Temp
32 1.2 Dead+1.0 Wind 150 deg+1.0 lce+1.0 Temp
33 1.2 Dead+1.0 Wind 180 deg+1.0 Ice+1.0 Temp
34 1.2 Dead+1.0 Wind 210 deg+1.0 Ice+1.0 Temp
35 1.2 Dead+1.0 Wind 240 deg+1.0 Ice+1.0 Temp
36 1.2 Dead+1.0 Wind 270 deg+1.0 lce+1.0 Temp
37 1.2 Dead+1.0 Wind 300 deg+1.0 lce+1.0 Temp
38 1.2 Dead+1.0 Wind 330 deg+1.0 lce+1.0 Temp
39 Dead+Wind 0 deg - Service
40 Dead+Wind 30 deg - Service
41 Dead+Wind 60 deg - Service
42 Dead+Wind 90 deg - Service
43 Dead+Wind 120 deg - Service
44 Dead+Wind 150 deg - Service
45 Dead+Wind 180 deg - Service
46 Dead+Wind 210 deg - Service
47 Dead+Wind 240 deg - Service
48 Dead+Wind 270 deg - Service
49 Dead+Wind 300 deg - Service
50 Dead+Wind 330 deg - Service
-Maximum Tower, Deflections, - Service.Wind
Section
Elevation
Horz.
Gov. Tilt Twist
No.
Deflection
Load
ft
in
Comb. o o
Ll
57-27
9.003
50 1.4146 0.0049
L2
30-0
2.501
44 0.7694 0.0012
Critical,Deflectiorisa'nd Radkit"of, I Curvature.-� Service Wind
tnxTower Report - version 6.1.4.1
57 ft Monopole Tower Structural Analysis
September 17 2014
Project Number 2014777.840470.01, Application 255122, Revision 9
CCI BU No 840470
Page 16
Elevation Appurtenance
Gov.
Deflection
Tilt
Twist
Radius of
Load
Curvature
It
Comb.
in
o
o
ft
57.00 Platform Mount [LP 601 -1
50
9.003
1.4146
0.0049
7824
41.00 Side Arm Mount [SO 104-3]
50
4.762
1.0364
0.0025
2445
40.00 Pipe Mount [PM 601-3]
50
4.526
1.0125
0.0023
2301
I .. '- 1. , . Maximum Tower Deflections- Design Win&
Section
Elevation
Horz.
Gov. Tilt Twist
No.
Deflection
Load
It
in
Comb. o o
Ll
57-27
32.432
24 5.1006 0.0176
L2
30-0
9.014
24 2.7750 0.0042
1, :,� �,. Critical Deflections and Radius of Curvature- Design Wind �=
Elevation
Appurtenance
Gov.
Deflection
Tilt
Twist
Radius of
Load
Curvature
ft
Comb.
in
o
0
ft
57.00
Platform Mount (LP 601 -1
24
32.432
5.1006
0.0176
2194
41.00
Side Arm Mount [SO 104-3]
24
17.161
3.7382
0.0088
684
40.00
Pipe Mount [PM 601-31
24
16.310
3.6518
0.0084
643
Compressio" Chedks
m
:.P6Ie..D'esign,:Data,
Section Elevation Size L L�
K11r A
P.
OPn
Ratio
No.
P�
ft It ft
in2
K
K
op�
Ll 57-55.5789 TP19.82xl 3.50.1875 30.00 0.00
0.0 8.2182
-3.64
605.76
0.006
55.5789-
8.3989
-3.70
619.08
0.006
54.1579
54.1579-
8.5796
-3.77
632.41
0.006
52.7368
52.7368-
8.7604
-3.85
645.73
0.006
51.3158
51.3158-
8.9411
-3.92
659.05
0.006
49.8947
49.8947-
9.1219
-4.00
672.37
0.006
48.4737
48.4737-
9.3026
-4.08
685.70
0.006
47.0526
47.0526-
9.4834
-4.17
699.02
0.006
45.6316
45.6316-
9.6641
-4.25
712.34
0.006
44.2105
44.2105-
9.8449
-4.34
725.66
0.006
42.7895
42.7895-
10.025
-4.43
735.01
0.006
41.3684
6
41.3684-
10.206
-5.43
743.97
0.007
39.9474
3
39.9474-
10.387
-5.53
752.78
0.007
38.5263
1
38.5263-
10.567
-5.63
761.45
0.007
37.1053
8
37.1053-
10.748
-5.73
769.95
0.007
35.6842
6
35.6842-
10.929
-5.83
778.31
0.007
tnxTower Report - version 6.1.4.1
57 ft Monopole Tower Structural Analysis
September 17 2014
Project Number 2014777840470.01, Application 255122, Revision 9
CCI
BU No 840470
Page 17
Section Elevation Size L L� K11r
A
P.
op�
Ratio
No.
P.
ft It ft
in,
K
K
OPn
34.2632
3
34.2632-
11.110
-5.93
786.51
0.008
32.8421
1
32.8421 -
11.290
-6.04
794.57
0.008
31.4211
8
31.4211-30
11.471
-6.15
802.47
0.008
6
30-27
11.853
-2.85
818.65
0.003
1
L2 30-27 TP25xl8.813xO.25 30.00 0.00 0.0
15.441
-3.69
1138.18
0.003
3
27-25.5789
15.677
-6.66
1155.57
0.006
2
25.5789-
15.913
-6.79
1172.96
0.006
24.1579
1
24.1579-
16.149
-6.92
1190.34
0.006
22.7368
0
22.7368-
16.384
-7.05
1207.73
0.006
21.3158
9
21.3158-
16.620
-7.18
1225.12
0.006
19.8947
9
19.8947-
16.856
-7.31
1242.51
0.006
18.4737
8
18.4737-
17.092
-7.45
1259.90
0.006
17.0526
7
17.0526-
17.328
-7.58
1277.29
0.006
15.6316
6
15.6316-
17.564
-7.72
1293.65
0.006
14.2105
5
14.2105-
17.800
-7.86
1305.54
0.006
12.7895
5
12.7895-
18.036
-8.01
1317.28
0.006
11.3684
4
11.3684-
18.272
-8.15
1328.88
0.006
9.94737
3
9.94737-
18.508
-8.29
1340.32
0.006
8.52632
2
8.52632-
18.744
-8.44
1351.63
0.006
7.10526
2
7.10526-
18.980
-8.59
1362.79
0.006
5.68421
1
5.68421 -
19.216
-8.74
1373.80
0.006
4.26316
0
4.26316-
19.451
-8.89
1384.67
0.006
2.84211
9
2.84211 -
19.687
-9.04
1395.39
0.006
1.42105
8
1.42105-0
19.923
-9.19
1405.97
0.007
7
-C a a-
Polb,gending,Design. ) t
Section Elevation Size
M.
Om-
Ratio
M-Y
OM,,
Ratio
No.
M.,
Ky
ft
kip-ft
kip-ft
OW
KIP-n
kip-ft
'010n,
Ll 57-55.5789 TP19.82x13.5xO.1875
20.89
167.01
0.125
0.00
167.01
0.000
55.5789-
30.75
174.49
0.176
0.00
174.49
0.000
54.1579
54.1579-
40.69
182.13
0.223
0.00
182.13
0.000
52.7368
52.7368-
50.72
189.94
0.267
0.00
189.94
0.000
51.3158
51.3158-
60.84
197.91
0.307
0.00
197.91
0.000
49.8947
49.8947-
71.04
206.04
0.345
0.00
206.04
0.000
48.4737
48.4737-
81.32
214.34
0.379
0.00
214.34
0.000
47.0526
47.0526-
91.69
222.80
0.412
0.00
222.80
0.000
tnxTower Report - version 6.1.4.1
57 ft Monopole Tower Structural Analysis September 17 2014
Project Number 2014777.840470.01, Application 255122, Revision 9 CCI BU No 840470
Page 18
Section Elevation Size
M.
OW
Ratio
M-Y
O/Wn,
Ratio
No.
M.
Ky
It
kip-ft
kio-ft
-OM,�
KIP-ft
kip-ft
'Omny
45.6316
45.6316-
102.15
231.43
0.441
0.00
231.43
0.000
44.2105
44.2105-
112.72
240.21
0.469
0.00
240.21
0.000
42.7895
42.7895-
123.38
247.82
0.498
0.00
247.82
0.000
41.3684
41.3684-
134.78
255.42
0.528
0.00
255.42
0.000
39.9474
39.9474-
146.87
263.07
0.558
0.00
263.07
0.000
38.5263
38.5263-
159.05
270.78
0.587
0.00
270.78
0.000
37.1053
37.1053-
171.32
278.54
0.615
0.00
278.54
0.000
35.6842
35.6842-
183.67
286.34
0.641
0.00
286.34
0.000
34.2632
34.2632-
196.11
294.20
0.667
0.00
294.20
0.000
32.8421
32.8421 -
208.64
302.09
0.691
0.00
302.09
0.000
31.4211
31.4211 -30
221.26
310.03
0.714
0.00
310.03
0.000
30-27
110.67
326.90
0.339
0.00
326.90
0.000
L2 30-27 TP25xl8.813xO.25
137.56
442.54
0.311
0.00
442.54
0.000
27-25.5789
261.15
456.25
0.572
0.00
456.25
0.000
25.5789-
274.15
470.17
0.583
0.00
470.17
0.000
24.1579
24.1579-
287.22
.484.31
0.593
0.00
484.31
0.000
22.7368
22.7368-
300.37
498.65
0.602
0.00
498.65
0.000
21.3158
21.3158-
313.59
513.20
0.611
0.00
513.20
0.000
19.8947
19.8947-
326.89
527.96
0.619
0.00
527.96
0.000
18.4737
18.4737-
340.26
542.93
0.627
0.00
542.93
0.000
17.0526
17.0526-
353.72
558.11
0.634
0.00
558.11
0.000
15.6316
15.6316-
367.25
573.04
0.641
0.00
573.04
0.000
14.2105
14.2105-
380.86
586.16
0.650
0.00
586.16
0.000
12.7895
12.7895-
394.54
599.36
0.658
0.00
599.36
0.000
11.3684
11.3684-
408.31
612.63
0.666
0.00
612.63
0.000
9.94737
9.94737-
422.16
625.98
0.674
0.00
625.98
0.000
8.52632
8.52632-
436.09
639.39
0.682
0.00
639.39
0.000
7.10526
7.10526-
450.10
652.87
0.689
0.00
652.87
0.000
5.68421
5.68421 -
464.19
666.41
0.697
0.00
666.41
0.000
4.26316
4.26316-
478.36
680.01
0.703
0.00
680.01
0.000
2.84211
2.84211 -
492.62
693.67
0.710
0.00
693.67
0.000
1.42105
1.42105-0
506.96
707.39
0.717
0.00
707.39
0.000
Pole Shear Design Data
Section Elevation Size
Actual
0 V�
Ratio
Actual
T�
Ratio
No.
V.
V.
T.
T.
ft
K
K
--�V-
kio-ft
kip-ft
0 T�
Ll 57-55.5789 TP19.82xl 3.54.1875
6.90
302.88
0.023
0.21
338.65
0.001
55.5789-
6.97
309.54
0.023
0.21
353.82
0.001
54.1579
tnxTower Report - version 6.1.4.1
J e
57 It Monopole Tower Structural Analysis September 17 2014
Project Number 2014777.840470. 01, Application 255122, Revision 9 CCI BU No 840470
Page 19
Section Elevation size
Actual
0 K
Ratio
Actual
Tn
Ratio
No.
V.
V.
T.
T.
It
K
K
0 K
kio-ft
kio-ft
0 T�
54.1579-
7.03
316.20
0.022
0.21
369.31
0.001
52.7368
52.7368-
7.09
322.86
0.022
0.00
385.14
0.000
51.3158
51.3158-
7.15
329.53
0.022
0.00
401.30
0.000
49.8947
49.8947-
7.21
336.19
0.021
0.00
417.79
0.000
48.4737
48.4737-
7.27
342.85
0.021
0.00
434.61
0.000
47.0526
47.0526-
7.33
349.51
0.021
0.00
451.77
0.000
45.6316
45.6316-
7.41
356.17
0.021
0.42
469.26
0.001
44.2105
44.2105-
7.47
362.83
0.021
0.42
487.08
0.001
42.7895
42.7895-
7.54
367.50
0.021
0.42
502.51
0.001
41.3684
41.3684-
8.49
371.99
0.023
0.42
517.91
0.001
39.9474
39.9474-
8.55
376.39
0.023
0.42
533.43
0.001
38.5263
38.5263-
8.61
380.72
0.023
0.42
549.05
0.001
37.1053
37.1053-
8.67
384.98
0.023
0.42
564.79
0.001
35.6842
35.6842-
8.73
389.15
0.022
0.42
580.62
0.001
34.2632
34.2632-
8.79
393.26
0.022
0.42
596.54
0.001
32.8421
32.8421 -
8.86
397.28
0.022
0.42
612.55
0.001
31.4211
31.4211 -30
8.92
401.23
0.022
0.42
628.64
0.001
30-27
4.09
409.32
0.010
0.19
662.86
0.000
L2 30-27 TP25xl8.813xO.25
4.99
569.09
0.009
0.23
897.33
0.000
27-25.5789
9.13
577.78
0.016
0.42
925.13
0.000
25.5789-
9.18
586.48
0.016
0.42
953.37
0.000
24.1579
24.1579-
9.23
595.17
0.016
0.42
982.02
0.000
22.7368
22.7368-
9.29
603.87
0.015
0.42
1011.10
0.000
21.3158
21.3158-
9.34
612.56
0.015
0.42
1040.61
0.000
19.8947
19.8947-
9.39
621.26
0.015
0.42
1070.54
0.000
18.4737
18.4737-
9.45
629.95
0.015
0.42
1100.89
0.000
17.0526
17.0526-
9.50
638.65
0.015
0.42
1131.68
0.000
15.6316
15.6316-
9.56
646.83
0.015
0.42
1161.95
0.000
14.2105
14.2105-
9.61
652.77
0.015
0.42
1188.55
0.000
12.7895
12.7895-
9.67
658.64
0.015
0.42
1215.32
0.000
11.3684
11.3684-
9.73
664.44
0.015
0.42
1242.22
0.000
9.94737
9.94737-
9.78
670.16
0.015
0.42
1269.28
0.000
8.52632
8.52632-
9.84
675.82
0.015
0.42
1296.47
0.000
7.10526
7.10526-
9.90
681.39
0.015
0.42
1323.81
0.000
5.68421
5.68421 -
9.96
686.90
0.014
0.42
1351.27
0.000
4.26316
4.26316-
10.01
692.34
0.014
0.42
1378.85
0.000
2.84211
2.84211 -
10.07
697.70
0,014
0.42
1406.56
0.000
1.42105
1.42105-0
10.13
702.98
0.014
0.42
1434.38
0.000
tnxTower Report - version 6.1.4.1
a , 1.
57 It Monopole Tower Structural Analysis September 17 2014
Project Number 2014777840470.01, Application 255122, Revision 9 CCI BU No 840470
Page 20
Pole, Interaction D6iiqn Data
Section
Elevation
Ratio
Ratio
Ratio
Ratio
Ratio
Comb.
Allow.
Cnfteria
No.
P�
M.�
M-Y
V�
T�
Stress
Stress
ft
Ofn
OW
Wny
0 Vn
0 T"
Ratio
Ratio
Ll
57-55.5789
0.006
0.125
0.000
0.023
0.001
0.132
1.000
4.8.2
V
55.5789-
0.006
0.176
0.000
0.023
0.001
0.183
1.000
54.1579
1/
4.8.2
54.1579-
0.006
0.223
0.000
0.022
0.001
0.230
1.000
52.7368
V
4.8.26/
52.7368-
0.006
0.267
0.000
0.022
0.000
0.273
1.000
51.3158
6/
4.8.2
51.3158-
0.006
0.307
0.000
0.022
0.000
0.314
1.000
49.8947
V
4.8.2
49.8947-
0.006
0.345
0.000
0.021
0.000
0.351
1.000
48.4737
V
4.8.2
48.4737-
0.006
0.379
0.000
0.021
0.000
0.386
1.000
47.0526
V
4.8.2
47.0526-
0.006
0.412
0.000
0.021
0.000
0.418
1.000
45.6316
V
4.8.2
45.6316-
0.006
0.441
0.000
0.021
0.001
0.448
1.000
44.2105
V
4.8.2
44.2105-
0.006
0.469
0.000
0.021
0.001
0.476
1.000
42.7895
V
4.8.24/
42.7895-
0.006
0.498
0.000
0.021
0.001
0.504
1.000
41.3684
V
4.8.2
41.3684-
0.007
0.528
0.000
0.023
0.001
0.536
1.000
39.9474
V
4.8.2
39.9474-
0.007
0.558
0.000
0.023
0.001
0.566
1.000
38.5263
V
4.8.2
38.5263-
0.007
0.587
0.000
0.023
0.001
0.595
1.000
37.1053
V
4.8.2
37.1053-
0.007
0.615
0.000
0.023
0.001
0.623
1.000
35.6842
V
4.8.2
35.6842-
0.007
0.641
0.000
0.022
0.001
0.649
1.000
34.2632
V
4.8.2
34.2632-
0.008
0.667
0.000
0.022
0.001
0.675
1.000
32.8421
V
4.8.2
32.8421 -
0.008
0.691
0.000
0.022
0.001
0.699
1.000
31.4211
1/
4.8.2
31.4211 -30
0.008
0.714
0.000
0.022
0.001
0.722
1.000
4.8.2
30-27
0.003
0.339
0.000
0.010
0.000
0.342
1.000
4.8.26/
L2
30-27
0.003
0.311
0.000
0.009
0.000
0.314
1.000
4.8.2
27-25.5789
0.006
0.572
0.000
0.016
0.000
0.578
1.000
4.8.26/
25.5789-
0.006
0.583
0.000
0.016
0.000
0.589
1.000
24.1579
V
4.8.26/
24.1579-
0.006
0.593
0.000
0.016
0.000
0.599
1.000
22.7368
V
4.8.2
22.7368-
0.006
0.602
0.000
0.015
0.000
0.608
1.000
21.3158
V
4.8.2
21.3158-
0.006
0.611
0.000
0.015
0.000
0.617
1.000
19.8947
V
4.8.2
19.8947-
0.006
0.619
0.000
0.015
0.000
0.625
1.000
18.4737
S/
4.8.26/
18.4737-
0.006
0.627
0.000
0.015
0.000
0.633
1.000
17.0526
V
4.8.2
17.0526-
0.006
0.634
0.000
0.015
0.000
0.640
1.000
4.8.2
tnxTower Report - version 6.1.4.1
a ( I
57 ft Monopole Tower Structural Analysis
Project Number 2014777.840470.01, Application 255122, Revision 9
September 17 2014
CCI BU No 840470
Page 21
Section Elevation
Ratio
Ratio
Ratio
Ratio
Ratio
Comb.
Allow.
Criteria
No.
P�
M.
M-Y
V.
T�
Stress
Stress
It
�fn
OKY
0 V�
0 T�
Ratio
Ratio
15.6316
V
15.6316-
0.006
0.641
0.000
0.015
0.000
0.647
1.000
14.2105
V
4.8.2
14.2105-
0.006
0.650
0.000
0.015
0.000
0.656
1.000
12.7895
V
4.8.26/
12.7895-
0.006
0.658
0.000
0.015
0.000
0.665
1.000
11.3684
V
4.8.2
11.3684-
0.006
0.666
0.000
0.015
0.000
0.673
1.000
9.94737
V
4.8.2
9.94737-
0.006
0.674
0.000
0.015
0.000
0.681
1.000
8.52632
V
4.8.2
8.52632-
0.006
0.682
0.000
0.015
0.000
0.689
1.000
7.10526
V
4.8.2
7.10526-
0.006
0.689
0.000
0.015
0.000
0.696
1.000
5.68421
V
4.8.2
5.68421 -
0.006
0.697
0.000
0.014
0.000
0.703
1.000
4.26316
V
4.8.2
4.26316-
0.006
0.703
0.000
0.014
0.000
0.710
1.000
2.84211
V
4.8.2
2.84211 -
0.006
0.710
0.000
0.014
0.000
0.717
1.000
1.42105
V
4.8.26/
1.42105-0
0.007
0.717
0.000
0.014
0.000
0.723
1.000
V
4.8.2
Section Capacity Table: -
Section
No.
Elevation
ft
Component
Type
Size Critical P
Element K
Opab.
K
%
Capacity
Pass
Fail
Ll
57-27
Pole
TP19.82xl3.5xO.l875 1 -6.15
802.47
72.2
Pass
L2
27-0
Pole
TP25xl8.813xO.25 2 -9.19
1405.97
72.3
Pass
Summary
ELC:
LC 5
Pole (L2)
72.3
Pass
Rating =
72.3
Pass
tnxTower Report - version 6.1.4.
f. , I
57 ft Monopole Tower Structural Analysis September 17 2014
Project Number 2014777.840470.01, Application 255122, Revision 9 CCI BU No 840470
Page 22
APPENDIX B
BASE LEVEL DRAWING
tnxTower Report - version 6.1.4.1
CROWN REGMN ADDRESS
LISA
-,V;- T-.'O
57 Fr LEVEL
Z 57 Fr LEVEL
m
" LEVEL
al Fo
37 rr LEVEL
rr LEVEL
rr LEVEL
al
06TALLED-IN r CMDUM
6/1W TO
(8) 41 Fr LEVEL
CLIMM PEGS
.W/ SAFUY GM
0 BY: CW
C ECKEDDY.-
DRAWING DATE: 07M7tl4
WYE muldoat
sm NAME
I SITE NALCE
VALLEY
fBUSMESSUNIT�
Mom
I SITE ADDRESS
EAU n3*4 WELLEUEY AVENIM
OTM ORC"AROS. WA IMMU
SPOKA COLN"
OLMEN tMM 8W70 MER iDs C-MBIVEL
USA
I SKEET TME
BASE LEVEL
BASE LEVEL DRAVWNG
I
ISM ET NUMER
Al-0
R,066@jl�,6 MjajWMjj�"jWELI
la 1 9, &
57 ft Monopole Tower Structural Analysis September 17 2014
Project Number 2014777.840470.01, Application 255122, Revision 9 CCI BU No 840470
Page 23
APPENDIX C
ADDITIONAL CALCULATIONS
tnxTower Report - version 6.1.4.1
V.-� 1 0 i
Stiffened or Unstiffened, Ungrouted, Circular Base Plate - Any Rod Material
TIA ReV Assumption: Clear space between bottom of leveling nut and top of concrete not exceeding (1)*(Rod Diameter)
Site Data
BU#: 840470
Site Name: Lake Ballinger
App#: 255122Re .9
Pole Manufacturer: 1 i Other
Anchor Rod Data
.
oty.
Diam:
Rod Material:
Strength (Fu):
Yield (Fy):
Bolt Circle:l
I . .
r 4
in
ksi
ksi
lin
� 2.25
A615-J
100
75
33--
Plate Data
Diam:
Thick:
Grade:
Single -Rod B-eff:
.39
in
in
ksi
in
1.75
60 .
18.25
Stiffener Data (Welding at both sides)
Config:
Weld Type:
Groove Depth:
Groove Angle:
Fillet H. Weld:
Fillet V. Weld.
Width:
Height:
Thick:
Notch:
Grade:
Weld str.:r7=
.0
Disregard
Disregard
in
in
in
in
in
in
ksi
ksi
Pole Data
Diam:
Thick:
Grade:
# of Sides:
Fu
I Reinf. Fillet Weld,
25�
in
in
ksi
*0" IF Round
ksi
"0" if None
0.25
65
- 12
1 80
� 0.:,
Reactions
Mu:
'507
Ift-kips;
Axial,Pu:
ki
Shear,Vu:
lai
Eta Factor, n
0.5
TIA G (Fig. 4
III No stiffeners, Criteria: I AISC L <-Only Appfcable to Unstiffened Cases
Anchor Rod Results
Non-Ri id
Max Rod (Cu+ Vu/�):
191.6 Kips AISC LRFID
Allowable Axial, (D*Fu*Anet:
260.0 Kips (p*Tn
Anchor Rod Stress Ratio:
73.7% Pass
Base Plate Results
Flexural Check
-Non-Rigid
Base Plate Stress:
45.3 ksi
AISC LRFID
Allowable Plate Stress:
54.0 ksi
(P*Fy
Base Plate Stress Ratio:
83.8% Pass
Y.L. Length:
21.54
n/a
Stiffener Results
Horizontal Weld:
n/a
Vertical Weld:
n/a
Plate Flex+Shear, fb/Fb+(fv/Fv)A2:
n/a
Plate Tension+Shear, ft/Ft+(fv/Fv)A2:
n/a
Plate Comp. (AISC Bracket):
n/a
Pole Results
Pole Punching Shear Check:
n/a
01
n
0 J".
V14
t' I.;
0 = none, I = every bolt, 2 = every 2 bolts, 3 = 2 per bolt
** N2tq� for complete joint penetration groove welds the groove depth must be exactly 1/2 the stiffener thickness for calculation purposes
CCIplate v2.0
Analysis Date: 9/17/2014
%.,- .4 0 ii
Pier
Moment
Shear
Pier Diameter
Height Above Grade
Depth Below Grade
Donut Diameter
Donut Depth
Site Number
840470
ISite Name Like�Ballinger
Caisson Analysis
)erties
5071kip-ft
��kip
Analysis
Properties
TIA Code
Soil Safety Factor
G
1.33
4.5
ft
Water Table Depth
�1.0
1,00.
ft
Ignored Soil Depth
2.3
18.00
ft
Cohesion Based on
AS Caisson
.1ft
Max Soil Capacity
110%
IN
Soil Properties
Top of Soil
Layer
Bottom of
Friction
Soil Unit Cohesion
Layer
Layer
Thickness
Soil Layer
Angle
Weight (pcf) (psf)
(ft)
(ft)
(ft)
(degrees)
Soil.Loyer
Soil. Top
Soil.Thick
Soil.Bottom
Soil.Weight Soil.Cohesion
Soil.Phi
1 0.00
3.00
2
3.00
'-,18
21.00
i 0:
31.4,
3
4
5
6
7
- %m
8
9
10
Critical Depths Below Grade
Results
Rotation Axis 13.21 ft
Zero Shear 5.01 ft
Soil Capacity 3 5. 1%
Max Pier Moment 558 kip-ft
Moment At User Defined Depths Below Grade
kip-ft kip-ft
kip-ft kip-ft
V1.0
Moment Capacity of Drilled Concrete Shaft (Caisson) for TIA Rev F or G
Note: Shaft assumed to have ties, not spiral, transverse reinforcing
Site Data
BU #: 840470
Site Name: Lake Ballinger
Application #:1255122 Rev. 9
Loads Already Factored
For M (WL) 1.3 < --- Disregard
For P (DL) 1� I 1 1 < --- Disregard
Pier Diameter = ft
Concrete Area = 2290.2 in 2
Reinforcement:
Clear Cover to Tie
4.00
in
Horizontal Tie Bar Size
5
Vertical Cage Diameter 3.65
ft
Vertical Cage Diameter 43.75
in
Vertical Bar Size
Bar Diameter 1.00
in
Bar Area 0.79
in 2
Number of Bars
As Total= 12.64
in 2
As/ Acorc. (R h o) = 0.0055
0.55%
ACI 10.5, ACI 21.10.4, and IBC 1810.
Min As for Flexural, Tension Controlled, Shafts:
(3)*Sqrt(f'c) / Fy = 0.0032
200 / Fy = 0.0033
Minimum Rho Check:
Actual Req'd Min. Rho =1 0.33% IFlexural
Provided Rho = CK
Ref� Shaft Max Axial Capacities,
(b Max(Pn or Tn):
Max Pu = ((p=0.65)*Pn.
Pn per ACI 318 (10-2)
4421.13
kips
at Mu = ((p=0.65)*Mn
1703.92
Ift-kips
Max Tu, ((p=0.9)*Tn
682.56
kips
at Mu = ((p=0.90)*Mn =1
0.00
Ift-kip
Maximum Shaft Superimposed Forces
TIA Revision:
Max. Factored Shaft Mu:
Max. Factored Shaft Pu:
Max Axial Force Type:
G
ft-kips (Note)
kips
558.00
9
Comp.
Note: Max shaft superimposed moment does not necessarily
equal the shaft top reaction moment.
Load Factor
Shaft Factored Loads
1.0
1
Muj
Pul
558
ft-kips
ikips
1.0
9
Material Properties
Concrete Compressive Strength, 'c =
4000 psi
Reinforcement Yield Strength, Fy =
60 ksi
Reinforcing Modulus of Elasticity, E =
29000 ksi
Reinforcement Yield Strain =
0.00207
Limiting Compressive Strain =1
0.003
ACI 318 Code
Select Analysis ACI Code =1
2008
Seismic Properties
Seismic Design Category =1
B
Seismic Risk =
Low
<--- Press Upon Completing All Input
Results:
Governing Orientation Case: 1
Mu
Case 1
Case 2
Distance From Edge to Neutral Axis = 7.88 in
Extreme Steel Strain, e, = 0.0156
ct > 0.0050, Tension Controlled
Reduction Factor, (p = 0.9
Output Note: Negative Pu = Tension
For Axial Compression, �*Pn = Pu = 9.00 kips
Drilled Shaft Moment Capacity, cp*Mn = 1279.00 ft-kips
Drilled Shaft Superimposed Mu = 558.00 ft-kips
r -(Mu/ ymn, Drilled Shaft Flexure CSR = 1 43.6% 1
Drilled -Shaft -Moment -Capacity, DSMC, Version 1. 1 - Effective 04/01/ 2010 Analysis Date: 9/17/2014
01 owns on
q 1JEET.
7. MITIGATION RECOMMENDATIONS
State recommended measures and fees required to mitigate project specific traffic impacts. Traffic
impact fee shall be calculated from the Edmonds Road Impact Fee Rate Study Table 4 (attached)
and as identified in ECDC 18.82.120, except as otherwise provided for independent fee calculations
in ECDC 18.82.130.
CHANGE IN USE
Fee for prior use shall be based on fee established at the time the prior use was permitted. If the
previous use was permitted prior to the adoption of Ordinance 3516 (effective date: 09/12/.04),
the 2004 ECDC 18.82.1,20 impact fee shall be used.
ITE Land Use Category
Per Unit
Fee Rate
New Use
Offiie,, -i i p—
s -�,O�
VN
. Units in
square feet,
# of dwelling,
vfb. etc.
Fee
(,Z,�r 10 Prior Use
$ X
Prior Use F I ee: $ Ls 0 1
New Use Fee: $ I
11 NEW DEVELOPMENT
ITE Land Use Category
New Use 1 1 $
0 OTHER
Units in
Per Unit square feet,
Fee. Rate # of dwelling,
vfp, etc.
X
MITIGATION FEE RECOMMENDATION:
INDEPENDENT FEE CALCULATION: $200.00 (+ consultant fee)
$
TOTAL TRAFFIC IMPACT FEE
$
city
Division Approval
I/
1 No impact fees will be due, nor will a credit be given, for an impact fee calculation resulting in a net negative.
Revised on 6124110 E82 - Traffic Inipact Analysis Worksheet Page 5 of 5
City of Ed . monds Permit No:r4mll
RIGHT-OF-WAY CONSTRUCTION PERMIT Issue Date:- /-A �—
A. Address or Vicinity of Construction:
B. Type of Work (be specific): A151oll 6we . egmzaey ax ��h
C. Contractor: 71�'�NAVr, Contact: M
MailingAddress: 4,Aba 16P St S. -3/ Phone: t- ) f) L-/ r
State License #:- '11 r I Liability Insurance: .2D01"0()§_ond: $
I'V
D. Building Permit # (if applicable). Side Sewer Permi t # (if applicable):
E. 6pq Commercial F1 Subdivision El City Project E] - EUC (PUD, VERIZON, PSE, AT& T, OVWli)
Fj Multi -Family [:1 SingleFamily El Other
INSPECTOR: Ak,) 4�5
F. PAVEMENT CUT: YES LI, No G. SIZE OF CUT X
CONCRETE CUT: El YES El NO
INDEMNITY. Applicant understands by hisAer signature to this application he./she -holds the City of Edmonds harmless ftom
injuries, damages or claims of any kind or description whatsoever, foreseen or un/breseen, that may be made against the City of
Edmonds or any of its departments or employees including but not limited to the defense of any legal proceedings including defense
costs and attorneyfees by reason ofgranting this permit.
THE CONTRACTOR IS RESPONSIBLE FOR WORKMANSHIP AND MATERIALS FOR A PERIOD OF ONE YEAR FOLLOWING THE FINAL
INSPECTION AND ACCEPTANCE OF THE WORK ESTIMATED RESTORATION FEES 97LL BE HELD UNTIL THE FINAL STREET PATCH IS
COMPLETED BYCITYFORCES, AT WHICH TIMEA DERITOR CREDIT WILL BEPROCESSED FOR ISSUANCE TO THEAPPLICANT
* Traffic control and public safety shall be in accordance with City regulations as required by the City Engineer. Every
flagger must be trained as required by (WAC) 296-155-305 and must have certification verifying completion of the
required training in their possession.
* Restoration is to be in accordance with City codes. All street -cut trench work shall be patched with asphalt or City -
approved material prior to the end of the workday - NO EXCEPTIONS,-
* Three sets of construction drawings of proposed work are required with the permit application.
CALL DIAL -A -DIG (1-800-424-5555) PRIOR TO BEGINNING WORK
I HA VE READ THE ABOVE STATEMENTS AND UNDERSTAND THE PERMIT REQUIREMENTS AND ACKNOWLEDGE
THA T I MUST MAKE THE PINK COPY OF THE PERMIT A VAILABLE ON SITE A T ALL TIMES FOR INSPECTIONS
Signature:
or Agent)
FOR CITY USE ONLY
Approved by: A6.e:�#
Time Authorized: Void After
Special Conditions: xk'��
4W
Date: /—If— 0 LP
Right-of-way Fee: j450
Disruption Fee/Fund 111:
Restoration Fee:
Total Fee::��ig'e-
Receipt No: 40�Wvww
Issued -by:
UPON COMPLETION OF PERMITTED WORK, AN ENGINEERING FINAL
INSPECTION IS REQUIRED PER CHAPTER 18.00 OF THE, EDMONDS
COMMUNITY DEVELOPMENT CODE (Phone 425-771-0220 Ext. 1326)
FINAL APPROVAL OFPERMITTED WORK. DATE:
Inspector's Signature -
For inspection requirements see Engineering Inspection Information handout.
r
I
DAMy Documents\Forms\Engnmg\ROWpermit—.doc
IV�, 0 5TAL
q FE RECEIVED
q14
rPERMIT
EXPIRES
14W I
7DMONDS
PtRMIT
CITY OF
NUMBER
CONSTRUCTION PERMIT APPLICATION
JOB SUITE/APT#
ADDRESS &3qg. q
OWNER NAME/NAME OF BUSINESS
jj�vj q
C.6 mg W
PLAT NAME/SUBDIVISION NO.
LOT NIS. LID
NO.
IX MAILINGADDRESS
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LID
FEE $
PUBLIC RIGHT OF WAY PER OFFICIAL STREET MAP TESCP
RW
A,,,oed
P rmil Required 13
01
Street
use Pennit Required 13
CITY ZIP
TELEPHONE
EXISTING PROPOSED Inspection
Required
Vh6 HiP.4, ad, fga&
V7S**2 y-eq_
Side.alk
REQUIRED DEDICATION FT Underground
Required
13
4t9f5j
Wiring
required 13
NAMEk*
METER SIZE INE
SIZE
NO. OF FIXTURES
PRV REQUIRED
/A
YES 0 NO
I=
uj
Lu
REMARKS uj
OWNER/CONTRACTOR RESPONSIBLE FOR EROSION CONTROUDRAINAGE z
Ix
-///,, S; A, WA4_1
4 -7
uj
CITY ZIP ITELEPHONE
7 JI
;5 J(,JJNUR��
NAME
CBL#
'r
ADDRESS
ENG INEERINQ REVIEWED BY DIE
141
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-CITY ZIP
TELEPHONE
FIRE R WE
'A
0
rV7_z__C; I
VAR1r OR CU
SHORE=1 B#
�INSPECTIO
REQ'D
SEPA
STATE LICENSE NUMBER EXPIRATIO
CHECKED BY
A
COMPLETED
EXEMPT
I
13 YES ONO
Y
1-1:hn
ZONE
SIGN AREA
HEIGHT
La
PROPERTYTAXA OUNTPARCELNO.
0
WAIVER
ALLOWED PROPOSE
ALLOWED PROPOSED
STUDY 13
tj 0�
L-1k
17 NEW
1:1 RESIDENTIAL
PLUMBING MECH
LOT COVERAGE
'PROPOSED
kEQQIRED SETBACKS (FT)
-PROPOSE D SETBACKS (FT.)
000,
�9COMMERCIAL
COMPLIANCE OR
ALLOWED
, . I L'..
' '
SIDE REAR
FRONT- L/RSIDE REAR
a
K
ADDITION
I
:
I d
. , I
16 '91�
- I kw&/6
MIXED USE
CHANGE OF USE
PARKIR10GV'6Eo
LOTAREX
PLAN NI NG'REVIEWE!316�1�� 4W 2-CO(O 5
REMODEL
MULTIFAMILY
SIGN
'REQ'D"
P
0.
k� 12,D1 1) 6'
FENCE
GRADING
REPAIR CYDS
X FT.)
DEMOLISH TANK OTHER.
REMARKS
h 0 ff/kl �y IA 4 AA Ail,/ Z
V r '44 L'
1 U
.
6-r "WnL'k Wqht of c, I c! Lt r e- -
GARAGE RETANING WALL FIR E SPRINKLER
CARPORT
:CkA
f 1, . W,
z ROCKERY .13 FIREALARM
.
i ftc't
(TYPE OF USE, BUSINESS OR ACTIVITY) EXPLAIN:
U kIrgs s-
TYPE-OL.CONSTRUCTION
CODE, I
"�� ':5
OCCUPANT
GROUP 51 M
Lu
NUMBER
OF
NUMBER OF
DWELLING
lAr
SPECIAL INSPECTION
CONSULTANT dfCCUPANT
0 STORIES
UNITS n
REQUIRE
LOAD
DES RIBE WORK TO BE DONE
REMARKS
\12464' WOO K-4 M Al A- W- (R1,79
_j
GEOTECH REPORT :3
BY,
-_TURAVJ�sg�
7jr
VALUATION
Description
-FEE
Description
FEE
Plan Check
State
Surcharge
Z/ 60
HEAT SOURCE—T
LOTSLOPE%
VESTED DATE
�Permit
Build ind
City
Surcharge
PLAN Cq_ECK NO:
045
:Plumbing"
Base
Fee
Z2Z2
Mechanical
THIS PERMIT AUTHORIZES ONLY THE WORK NOTED. THIS PERMIT COVERS WORK TO
BE DONE ON PRIVATE PROPERTY ONLY. ANY CONSTRUCTION ON THE PUBIC
Grading
DONMAIN (CURBS, SIDEWALKS, DRIVEWAYS, MARQUEES, ETC.) WILL REQUIRE
SEPARATE PERMISSION.
Engr. Review
Lu
PERMIT APPLICATION: SEE ECDC 19.00.005(A)(5)
PERMIT LIMIT: SEE ECDC 19.00.005(A)(6)
Engr. Inspection
SEE BACK OF PINK PERMIT FOR MORE INFORMATION
APPL CANT, ON BEHALF OF HIS OR HER SPOUSE, HEIRS, ASSIGN C E S S 0 R S
IC S AND SUCCESSORS
;N
Fire Review
Plan
Mv
Chk. Deposit
Lu
C T Y 0 F
_j INTEREST, AGREES TO INDEMNIFY, DEFEND AND HOLD HARMLESS THE CITY OF
A N D
2 EDMONDS, WASHINGTON, ITS OFFICIALS, EMPLOYEES, AND AGENTS FROM ANY AND
A N Y
x
Fire Inspection
Receipt
#
al-'324--
D I R E C T LY
< ALL CLAIMS FOR DAMAGES OF WHATEVER NATURE, ARISING DIRECTLY OR INDIRECTLY
L�2a_
No T BE
x FROM THE ISSUANCE OF THIS PERMIT. ISSUANCE OF THIS PERMIT SHALL NOT BE
'.5z )
to N
I ANC E
0�1 DEEMED,TO MODIFY, WAIVE OR REDUCE ANY REQUIREMENT OF ANY CITY ORDINANCE
Landscape Insp.
Total
Amt. Due
OVIS ION.
0 NOR LIM T IN ANY WAY THE CITY'S ABILITY TO ENFORCE ANY ORDINANCE PROVISION. -
]R
Recording Fee
Receipt
#
L
RMATION
I HEREBY ACKNOWLEDGE THAT I HAVE READ THIS APPLICATION; THAT THE INFORMATION
APPLICATION APPR6VAL'/
GENT OF
GIVEN IS CORRECT; AND THAT I AM THE OWNER, OR THE DULY AUTHORIZED AGENT OF
ST UC_
THE OWNER. I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUC-
CALL
This application is not a permit until signed by the
IN
PLOYED
TION; AND IN DOING THE WORK AUTHORIZED THEREBY, NO PERSON WILL BE EMPLOYED
Building Official or his/her Deputy: and Fees are paid, and
TI NG To
IN VIOLATION OF THE LA%O*.&ODE OF THE STATE OF WASHINGTON RELA TING TO
FOR INSPECTION
receipt is acknowledged in space provided.
WORKMEN'S COMPENSApr INS�RANCE AND RCW 18:27.
S�&RE ATE
SI WN
R 0or OR
DATE Sl ED
_ %11
Zi; X 0
771-0220
CAI
E DA-ff
ATTENTiON
EXT. 1333
IT IS UNLAWFUL TO USE 113116_103�IV6TURE UNTIL
A FINAL INSPECTION H E AND APPROVAL OR A CERTI-
FICATE OF OCCUPANCY HAS BEEN GRANTED. UBC109 / IBC110 / IRC110.
YrI
ORIGINAI - Fit E 10 INSPECTOR
PINK - OWNER GO' EXASSESSOR
10104 PRESS HARD - YOU ARE MAKING 4 COPIES
CITY OF EDMONDS
BUILDING DEPARTMENT
' p, cp�—' J
WORK C eUL-- MCD� L(
ADDRESS 2,�:-�?
OWNER A —L
APPROVED DATE: 30-Ir
BLDG. 0[+10AL-
PERMIT NUMBER
PR-qECT INFOR-MATION
PROJECT DESCRIPTION
AT&T PROPOSES TO MODIFY AN EXISTING UNMANNED TELECOMMUNICATIONS FACILITY BY REMOVING (6) EXISTING ANTENNAS AND ADDING
(6) LTE PANEL ANTENNAS (2 PER SECTOR). (9) RRH UNITS (2 PER LTE ANTENNA). AND (1) SURGE SUPPRESSION UNIT MOUNTED
NEAR RRHS TO MOUNnNG FRAME. AT&T ALSO PROPOSES TO INSTALL NEW LIE EQUIPMENT IN AN EXISTING SHELTER.
APPLICANT
AT&T MOBILITY
PROPERTY OWNER:
SAMIR MEDAWAR
RTC BUILDING 3
1155 N. 130TH ST
16221 NE 72ND WAY
SEATTLE, WA 98138
REDMOND, WA 98052
CONTACT: SAMIR MEDAWAR
H: (206) 4-43-3232
CODE INFORMATION
ZONING CLASSIFICATION: GC (GENERAL COMMERCIAL)
TOWER OWNER
AT&T MOBILITY
BUILDING CODE: 2012 IBC
RTC BUILDING 3
CONSTRUCTION TYPE: IIB
16221 NE 72ND WAY
REDMIND, WA. 98052
OCCUPANCY: S-2
JURISDICTION: CITY OF EDMONDS
CURRENT USE: TELECOMMUNICATIONS FACILITY
TEAM LEAD:
PROPOSED USE: TELECOMMUNICKIIONS FACILITY
WESTOWER COMMUNICAnONS
7525 SE 24TH STREET, SUITE 500
MERCER ISLAND, WA
CONTACT: ANGIE PRETTY
SITE LOCATIOW (BASED ON NAD 83),
PH: (425) 941-5941
LAITFUDE.' 47 46- 54.3" N (47.781775)
LONGITUDE: 127 20' 37.8996" W (-122.3438611)
SITE ACOUISMON:
PACIFIC TELECOM SERVICES. U-C
TOP OF STRUCTURE AGL- 57'-0'
506 2NO AVENUE . SUITE 210
BASE OF STRUCTURE AMSL ±431'-O'
SEATTLE. WA 98056
CONTACT: JOSHUA ROBERTS
H: (206) 342-6382
PARCEL NUMBER (S)e
OG451900201504
CONSTRUCTION MANAGER:
WESTOWER COMMUNICATIONS
7525 SE 24TH STREET. SUITE
MERCER ISLAND . WA
CONTACT: STEVEN EVENSON
PH: (425) 301-4633
APPROVED
FIRE DEPARTME T
GENERAL INFORMATION: f '-k
'. PARKING, REQUIREMENTS ARE UNCHANGED.
2. TRAFFIC S UNAFFECTED.
mqECT TEAM
PROJECT ARCHITE
THOMAS R. HOLLAND. ALA
PROJECT CONSU
WESTOWER
PACIFIC TELECOM SERVICES, U-C
7525 SE 24TH STREET, SUITE 500
506 SECOND AVE. SUITE 210
MERCER ISLAND, WA 98040
SEATTLE. WA 98104
CONTACT: ZACHARY NESGODA
PH: (206) 819-4727
PH : (206) 342-6383
EMAIL., ZNESGODA6PTSWA.COM
at&t
mobility
LAKL BALLINGLR-
WA358
23931 HWY 99
EDMONDS, WA 98026
zone C'7 Corner X Flag_ -.RROPRIETARY INFORMATION
S,gbAcks %�jred Actual -T11E INFORMATION CONTAINED IN THIS SET OF
E2 CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE.
Front 3c.> ANY USE OR DISCLOSURE OTHER THAN THAT WHICH
-IIELATES TO CARRIER SERVICES IS STRICTLY PROHIBITED.
Sides -J/4 APPROVED By FLANNIN
Rear
VICINITY MAP
e
<
th St SW-41
--234thPlg�
N
23�ft.,5,
1614, -Sw
177-
SITE
'24M.St 241khStSW�
-SW
Jr
=242nd5l4w-
4=t�— I
? IF
<
I
-205'�,St
th, tAwI
E
--A, ;k�d4l
W2 iL-14�'203,dSt�
i=�— wSt
DP,IVING DIR-ECTIONS
START FROM REGIONAL OFFICE:
DEPART NE 72ND WAY TOWARD 164TH AVE NE<
0.1 MI
TURN RIGHT ONTO 164TH AVE NE. AND THEN IMMEDIATELY TURN RIGHT ONTO BEAR CREEK PKWY
0.4 MI
TURN LEFT ONTO LEARY WAY NE
0.1 MI
ROAD NAME CHANGES TO NE LEARY WAY
0.2 MI
TAKE RAMP RIGHT FOR SR-520 WEST TOWARDSEATTLE
11.6 MI
TAKE RAMP RIGHT FOR 1-5 NORTH TOWAREIVANCOUVER BC
9.5 MI
AT EXIT 177. TAKE RAMP RIGHT FOR SR-104 WEST / 244TH ST SW WEST
TOWARDEDMONDS / KINGSTON FERRY
0.7 MI
KEEP STRAIGHT ONTO SR-104 / NE 205TH ST / 244TH ST SIN
1.0 MI
KEEP RIGHT TO STAY ON SR-1154 WEST / EDMONDS WAY
0.2 MI
TAKE RAMP RIGHT FOR SR-99 NORTH TOWARDLYNNWOOD / EVERETT
0.2 MI
TURN RIGHT ONTO SR-99 / HIGHWAY 99<
0.1 MI
ARRIVE AT 23931 SR 99, EDMONDS, WA 98026
APPROVAL
I DATE
SIGNATURE
APPROVAL
DATE
SIGNATURE
RF ENGINEER:
LANDLORD:
RF MANAGER:
SITE ACQUISITION:
OPPS MANAGER:
ZONING AGENT:
CONSTIR MANAGER:
PROJECT MANAGER
NSB MANAGER:
jCONSTR MANAGER:
TRANSPORT:
ENGINEER:
�.Q—umlppu-CE:
I REVIEWERS SHALL CLEARLY PLACE INITIALS ADJACENT TO EACH REDUNE NOTE AS DRAWINGS ARE BEING REVIEWED
Other
6',
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STREET FILE
3 o/I =
FINAL
CONSTR-LICTION
Df�AWINGS
05-14-2014
I R FIDS V2.01
103/09/2014
DR -AWING INDEX
LEGAL DESCR-IPTION
SHEET DESCRIPTION
THAT PORTION OF LOTS 15 AND 16, PRUITLAND ACRES
TO LAKE BALLINGER, ACCORDING TO THE FLAT THEREOF
RECORDED IN VOLUME 10 OF FLATS, PAGE 67, RECORDS
T-1 TITLE SHEET
G- 1
GENERAL NOTES
OF SNOHCNISH COUNTY, WASHINGTON, DESCRIBED AS
FOLLOWS:
G-2
GENERAL NOTES & SYMBOLS
A -I
SITE PLAN
BEGINNING AT THE INTERSECTION OF THE SOUTH LINE OF
SAID LOT 15 AND THE EASTERLY LINE OF O.S. 99:
A-2
EXISTING EQUIPMENT PLAN
THENCE EASTERLY ALONG THE SOUTH LINE OF SAID LOTS
15 AND 16, A DISTANCE OF 200 FEET: THENCE
A-3
PROPOSED EQUIPMENT PLAN
NORTHERLY AT RIGHT ANGLES. 100 FEET., THENCE
A-4
EXISTING & PROPOSED SOUTH ELEVATION
WESTERLY PARALLEL TO SAID SOUTH LINE. TO SAID
EASTERLY LINE OF U.S. 99; THENCE SOUTHWESTERLY
A-5
CONSTRUCTION DETAILS
ALONG SAID EASTERLY LINE TO THE POINT OF BEGINNING:
RF-1
ANTENNA CONFIGURATIONS
EXCEPT THAT PORTION THEREOF CONVOYED TO THE STATE
OF WASHINGTON BY DEED RECORDED UNDER RECORDING
RF-2
RF & EQUIPMENT DETAILS
NO. 1639846.
E-1
E-2
SCHEMATIC GROUNDING PLAN
--j
GROUNDING DETAILS
45112
REGISTERED
ARCHIT T
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THOMAS R. HOLLAND
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STATE OF WASHINGTON
REN. 02-1 &-15
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ABBR-EVIATIONS
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AIR CONDITIONING HORZ
HORIZONTAL
PLYWD PLYWOOD
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ABOVE GROUND LEVEL HR
HOUR
PRCJ PROJECT
APPROX
APPROXIMATELY KT
HEIGHT
PROP PROPERTY
HVAC
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PrT PRESSURE TREATED
BLDG
BUILDING
VENTILATION
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AIR CONDITIONING REQ REQUIRED
RF RADIO FREQUENCY
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COAXIAL CABLE INFO
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CONST
CONSTRUCTION
INTERIOR
SHT SHEET
CONT
CONTINUOUS IBC
INTERNATIONAL
Sim SIMILAR
BUILDING CODE
SPEC SPECIFICATION
DBL
DOUBLE
SF SQUARE FOOT
DLA
DIAMETER LBS
POUNDS
SS STAINLESS STEEL
DLAG
DIAGONAL LTE
LONG TERM EVOLUTION STL STEEL
DN
DOWN
STRUCT STRUCTURAL
DET
DETAIL MAX
MAXIMUM
STID STANDARD
DWG
DRAWING MECH
MECHANICAL
SUSP SUSPENDED
WTL
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MANUFACTURE
THRIJ THROUGH
ELEV
ELEVATION MGR
MANAGER
TNNG TINNED
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ELECTRICAL M
MINIMUM
TYP TYPICAL
ED
MIN
EQUAL SC
MISCELLANEOUS
EQUIP
EQUIPMENT
UNO UNLESS NOTED OTHERWISE
EXT
EXTERIOR NA
NOT APPUCABLE
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NOT IN CONTRACT VERT VERTICAL
FIN
FINISH NTS
NOT TO SCALE
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REVISIONS
NO.
DATE
DESCRIPTION
INMAL
04/111/14
ISSUED FOR PCD REVIEW
0
05/13/14
ISM MR RK CONSTRUMM
Me FM FW
WJR
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NOT FOR CONSTRUCTION UNLESS
LABELED AS CONSTRUCTION SET
SHEET TITLE
TITLE S
SHEET NUMBER
T-1
Ec
QTR.
HL [WUHMAIJUN CUNIAINLU IN IH]b �L] U� UUN�IKUL;HUN UVQJMLN1b 1'� HHUHH10ARY BY NATURE. ANY USE OR UIh(;LQ5UHE OIHLH IHAN IKAI WHIUH KLLAIL� IU �-11L. L—'�L� lb WKIULT VHVHIUIILU.
GENERAL NOTES:
1. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT AND NETWORK CARRIER OF ANY
ERRORS I OMISSIONS, OR INCONSISTENCIES AS THEY MAY BE DISCOVERED IN
PLANS. DOCUMENTS. NOTES. OR SPECIFICATIONS. PRIOR TO STARTING
CONSTRUCTION INCLUDING. BUT NOT LIMITED BY. DEMOLITION. THE
CONTRACTOR SHALL BE RESPONSIBLE FOR CORRECTING ANY ERROR. OMISSION.
OR INCONSISTENCY AFTER THE START OF CONSTRUCTION WHICH HAS NOT BEEN
BROUGHT TO THE ATTENTION OF ARCHITECT AND NETWORK CARRIER
CONSTRUCTION PROJECT MANAGER AND SHALL INCUR ANY EXPENSES TO RECTIFY
THE SITUATION. THE MEANS OF CORRECTING ANY ERROR SHALL FIRST BE
APPROVED BY ARCHITECT AND NETWORK CARRIER CONSTRUCTION PROJECT
MANAGER.
2. PRIOR TO THE SUBMISSION OF BIDS. CONTRACTORS INVOLVED SHALL VISIT THE
JOB SITE TO FAMILIARIZE THEMSELVES WITH ALL CONDITIONS AFFECTING THE
PROPOSED PROJECT. CONTRACTORS PRIOR TO THE COMMENCEMENT OF
CONSTRUCTION AND THE CONTRACTOR HAVING BEEN AWARDED THIS PROJECT
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 NETWORK CARRIER PROJECT SCOPE AND THE INTENT
OF THESE DOCUMENTS. THE BIDDER SHALL BEAR THE RESPONSIBILITY OF
NOTIFYING (IN WRITING) THE ARCHITECT/ENGINEER OF ANY CONFLICTS, ERRORS.
OR OMISSIONS PRIOR TO SUBMISSION OF CONTRACTOR'S PROPOSAL IN THE
EVENT OF DISCREPANCIES THE CONTRACTOR SHALL PRICE THE MORE COSTLY OR
EXTENSIVE WORK, UNLESS DIRECTED OTHERWISE.
4. DRAWINGS ARE NOT TO BE SCALED DUE TO DISTORTIONS RESULTING FROM
MULTIPLE REPROGRAPHIC COPIES. WRITTEN DIMENSIONS TAKE PRECEDENCE
OVER SCALES SHOWN ON PLANS.
5. OWNER. CONTRACTOR. AND NETWORK CARRIER REPRESENTATIVE SHALL REVIEW
AND CONFIRM THAT PROJECT SCOPE, DESIGN INTENT AND UTILITY COORDINATION
ITEMS ARE INCLUDED IN THE DRAWINGS AND SPECIFICATIONS PRIOR TO THE
START OF CONSTRUCTION.
6. THE CONTRACTOR SHALL RECEIVE WRITTEN AUTHORIZATION FROM NETWORK
CARRIER REPRESENTATIVE TO PROCEED WITH CONSTRUCTION PRIOR TO STARTING
WORK ON ANY ITEM NOT CLEARLY DEFINED ETY THE CONSTRUCTION
7. DRAWINGS/CONTRACT DOCUMENTS.
THE CONTRACTOR SHALL PERFORM WORK DURING OWNER'S PREFERRED HOURS
TO "DID DISTURBING NORMAL BUSINESS OR TENANTS.
8- THE CONTRACTOR SHALL PROVIDE NETWORK CARRIER PROPER INSURANCE
CERTIFICATES NAMING NETWORK CARRIER AS ADDITIONAL INSURED. AND PROVIDE
NETWORK CARRIER PROOF OF LICENSE(S) INCLUDING PE & PD INSURANCE.
9. 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 P09TIONS OF THE WORK UNDER THE
CONTRACT.
10. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS ACCORDING TO
MANUFACTURER'S/VENDOR'S SPECIFICATIONS UNLESS NOTED OTHERWISE OR
WHERE LOCAL CODES OR ORDINANCES TAKE PRECEDENCE.
11. ALL WORK PERFORMED ON THE PROJECT ALONG WITH ALL MATERIALS INSTALLED.
SHALL COMPLY IN STRICT ACCORDANCE WITH ALL APPLICABLE CODES,
REGULATIONS, AND ORDINANCES. CONTRACTOR SHALL LIKEWISE ISSUE NOTICE
TO ALL SUB -CONTRACTORS THAT THEY SHALL COMPLY WTTH ALL LAWS.
ORDINANCES, RULES, REGULATONS AND LAWFUL ORDERS OF ANY PUBLIC
AUTHORITY, MUNICIPALITY, UTILITY COMPANY AND LOCAL/STATE JURISDICTIONAL
CODES BEARING ON THE PERFORMANCE OF THE WORK.
12. A COPY OF THE GOVERNING AGENCY ISSUED AND APPROVED PLANS SHALL BE
KEPT IN A PLACE SPECIFIED BY THE GOVERNING AGENCY. AND BY LAW, SHALL
BE AVAILABLE AT THE JOB SITE FOR INSPECTION AT ALL TIMES. THE ORIGINAL
PERMIT SET PLANS ARE NOT TO BE USED BY THE WORKMEN. ALL
CONSTRUCTION SETS SHALL REFLECT THE SAME INFORMATION AS GOVERNING
AGENCY APPROVED PLANS. THE CONTRACTOR SHALL ALSO MAINTAIN ONE SET OF
PLANS, IN GOOD CONDITION, COMPLETE WITH ALL REVISIONS, ADDENDA. AND
CHANGE ORDERS ON THE PREMISES AT ALL TIMES UNDER THE DIRECT CARE OF
THE SUPERINTENDENT. THE CONTRACTOR SHALL SUPPLY THE NETWORK CARRIER
CONSTRUCTION PROJECT MANAGER WITH A COPY OF ALL REVISIONS, ADDENDA.
AND/OR CHANGE ORDERS AT THE CONCLUSION OF THE WORK AS A PART OF
THE AS -BUILT DRAWING RECORDS.
13. THE STRUCTURAL COMPONENTS OF ADJACENT CONSTRUCTION OR FACILITIES ARE
NOT TO BE ALTERED BY THIS CONSTRUCTION PROJECT UNLESS NOTED
OTHERWISE.
14. THE CONTRACTOR SHALL STUDY THE STRUCTURAL, ELECTRICAL, MECHANICAL, AND
PLUMBING PLANS AND CROSS CHECK THEIR DETAILS, NOTES, DIMENSIONS, AND
ALL REQUIREMENTS PRIOR TO THE START OF ANY WORK. NOTIFY THE ARCHITECT
OF ANY DISCREPANCIES.
15. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COMPLETE SECURITY OF THE
JOB SITE WHILE WORK IS IN PROGRESS UNTIL THE JOB IS COMPLETE.
16. THE CONTRACTOR HAS THE RESPONSIBILITY OF LOCATING ALL EXISTING UTILITIES
SHOWN OR NOT SHOWN ON THE PLANS, ALONG WITH PROTECTING THEM FROM
DAMAGE. THE CONTRACTOR AND SUBCONTRACTOR SHALL BEAR THE EXPENSES OF
REPAIR AND/OR REPLACEMENT OF UTILITIES OR OTHER PROPERTY DAMAGE
RESULTING FROM OPERATIONS IN CONJUNCTION WITH THE EXECUTION OF THE
WORK.
17. ALL EXISTING CONSTRUCTION, EQUIPMENT. AND FINISHES NOTED TO BE REMOVED
SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND WILL
BE REMOVED FROM THE SITE WITH THE FOLLOWING EXCEPTIONS:
A. PROPERTY NOTED TO BE RETURNED TO THE OWNER.
B. PROPERTY NOTED TO BE REMOVED BY THE OWNER.
18. THE GOVERNING AGENCIES. CODE AUTHORITIES, AND BUILDING INSPECTORS SHALL
PROVIDE MINIMUM STANDARDS FOR CONSTRUCTION TECHNIQUES, MATERIALS. AND
FINISHES USED THROUGHOUT THE PROJECT. TRADE STANDARDS AND/OR
PUBLISHED MANUFACTURERS SPECIFICATIONS MEETING OR EXCEEDING DESIGN
REQUIREMENTS SHALL BE USED FOR INSTALLATION.
19. WHEN ROOF TOP OR TOP FLOOR DECK TEMPORARY STAGING IS REQUIRED.
MATERIALS SHALL BE EVENLY DISTRIBUTED OVER ROUGH FRAMED FLOORS OR
43. THE CONTRACTOR SHALL PROVIDE ADEQUATE PROTECTION FOR THE SAFETY OF
40V72
7-j
ROOFS SO AS NOT TO EXCEED THE DESIGNED LIVE LOADS FOR THE STRUCTURE.
THE OWNER'S EMPLOYEES, WORKMEN, AND ALL TIMES DURING THE
CONSTRUCTION OF THE PROJECT.
REGISTERED
TEMPORARY SHORING AND/OR BRACING IS TO BE PROVIDED WHERE THE
N4
ARCHIT T
STRUCTURE DOESN'T HAVE THE DESIGN STRENGTH FOR ADDITIONAL LOADING.
44. THE CONTRACTOR SHALL BE REQUIRED TO PAY FOR ALL NECESSARY PERMITS
AND/OR FEES WITH RESPECT TO THE WORK TO COMPLETE THE PROJECT.
20. SEAL ALL PENETRATIONS WITHIN FIRE -RATED AREAS WITH U.L LISTED OR FIRE
BUILDING PERMIT APPLICATIONS SHALL BE FILED ETY THE OWNER OR HIS
�tOMAS
MARSHALL APPROVED MATERIALS IF APPLICABLE TO THE SUBJECT FACILITY AND
REPRESENTATIVE. CONTRACTOR SHALL OBTAIN PERMIT (UNLESS OTHER
05
OR PROJECT SITE.
ARRANGEMENTS HAVE BEEN MADE) AND MAKE FINAL PAYMENT FOR SAID
DOCUMENT(S).
TH
R. HOLLAND
21. BUILDING INSPECTORS AND/OR OTHER BUILDING OFFICIALS ARE TO BE NOTIFIED
PRIOR TO ANY GROUND DISTURBANCE, CONSTRUCTION. AND ANY OTHER PROJECT
45. NETWORK CARRIER'S REPRESENTATIVE SHALL REVIEW AND APPROVE SHOP
STATE
OF WASHINGTON
EFFORT AS MANDATED BY THE GOVERNING AGENCY.
DRAWINGS AND SAMPLES FOR CONFORMANCE WITH DESIGN CONCEPT. NETWORK
REN.
02-18-15 wawwZ
22. CONTRACTOR TO PROVIDE A PORTABLE FIRE EXTINGUISHER WITH A RATING OF
CARRIER'S REPRESENTATIVE PROJECT APPROVAL OF A SEPARATE ITEM SHALL NOT
INCLUDE APPROVAL OF AN ASSEMBLY IN WHICH THE ITEM FUNCTIONS.
00000 woo
NOT LESS THAN 2-A OR 2-AIOBC WITHIN 75 FEET TRAVEL DISTANCE TO ALL
PORTIONS OF PROJECT AREA DURING CONSTRUCTION.
46. ALL ANTENNAS MOUNTED ON ROOF SUPPORT FRAMES TO BE PROVIDED BY
23. CONTRACTOR SHALL MAKE NECESSARY PROVISIONS TO PROTECT EXISTING
NETWORK CARRIER.
IMPROVEMENTS, EASEMENTS, PAVING, CURBING, DURING CONSTRUCTION UPON
47. CONTRACTOR SHALL PROVIDE HEAVY STEEL PLATES AT OPEN TRENCHES FOR
COMPLETION OF WORK. CONTRACTOR SHALL REPAIR ANY DAMAGE TiW MAY HAVE
SAFETY AND TO PROTECT EXISTING GROUND SURFACES FROM HEAVY EQUIPMENT
OCCURRED DUE TO CONSTRUCTION ON OR ADJACENT TO THE PROPERTY.
UTILIZED DURING CONSTRUCTION.
24. CONTRACTOR SHALL KEEP GENERAL WORK AREA CLEAN AND HAZARD FREE
DURING CONSTRUCTION DISPOSING 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, DUST, OR SMUDGES OF ANY NATURE.
25. NEW CONSTRUCTION INSTALLED ADJACENT EXISTING BUILDINGS OR CONSTRUCTION
SHALL ARCHITECTURALLY MATCH THE EXISTING IN TERMS OF COLOR, TEXTURE,
FINISH MATERIALS, ETC.. EXCEPT AS NOTED IN THE PLANS AND SPECIFICATIONS.
26. THE CONTRACTOR SHALL PROVIDE ALL NECESSARY BACKING, BLOCKING, AND/OR
OTHER ANCHORAGE DEVICES REQUIRED FOR THE INSTALLATION OF FIXTURES.
MECHANICAL EQUIPMENT. PLUMBING, HARDWARE, AND FINISH ITEMS TO INSURE A
PROPER AND CODE COMPLIANT INSTALLATION.
27. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING INSTALLATIONS THAT ARE
CONSTRUCTED LEVEL, ERECT. EVENLY ALIGNED, PLUMB AND TRUE BASED ON THE
CONSTRUCTION DRAWINGS. THE CONTRACTOR SHALL COMPARE EXISTING
CONDITIONS WITH THE PROPOSED DESIGN PRIOR TO CONSTRUCTION AND REPORT
ANY DISCREPANCIES OR INCONSISTENCIES TO THE NETWORK CARRIER'S
REPRESENTATIVE AND FURTHER TO THE A&E SUCH THAT THE NEW INSTALLATION
WILL LIKEWISE BE LEVEL. ERECT, EVENLY ALIGNED. PLUMB AND TRUE. ARCHITECT
AND NETWORK CARRIER SHALL BE NOTIFIED OF ANY ERRORS, OMISSIONS, OR
INCONSISTENCIES PRIOR TO ANY CONSTRUCTION.
28. THE CONTRACTOR IS TO PROVIDE PROTECTION FOR ADJOINING PROPERTIES FROM
PHYSICAL HARM, NOISE, DUST. DIRT, AND FIRE AS REQUIRED BY THE GOVERNING
AGENCIES.
29. WHERE SPECIFIED, MATERIALS TESTING SHALL BE TO THE LATEST STANDARDS
AND/OR REVISIONS AVAILABLE AS REQUIRED BY THE GOVERNING AGENCY
RESPONSIBLE FOR RECORDING THE RESULTS.
30. THE CONTRACTOR IS RESPONSIBLE FOR THE STORAGE OF ALL MATERIALS AND
SHALL NOT STORE OR STAGE MATERIALS ON PUBLIC PROPERTY WITHOUT A
PERMIT TO DO SO FROM THE GOVERNING AGENCIES FOR THIS PURPOSE.
31. GENERAL NOTES AND STANDARD DETAILS ARE THE MINIMUM REQUIREMENTS TO
BE USED IN ALL CONDITIONS UNLESS ILLUSTRATED AND NOTED OTHERWISE.
32. TRADES INVOLVED IN THE PROJECT SHALL BE RESPONSIBLE FOR THEIR OWN
CUTTING. FFTTING. PATCHING. ETC., SO AS TO BE PREPARED PROPERLY BY THE
WORK OF OTHER TRADES.
33. ALL DEBRIS AND REFUSE SHALL BE REMOVED FROM THE PROJECT PREMISES
AND LEFT IN A CLEAN SWEPT CONDITION AT ALL TIMES BY EACH TRADE AS
THEY PERFORM THEIR OWN PORTION OF THE WORK.
34. NETWORK CARRIER DOES NOT GUARANTEE ANY PRODUCTS. FIXTURES, AND/OR
ANY EQUIPMENT NAMED BY A TRADE OR MANUFACTURER. GUARANTEE OR
WARRANTY THAT MAY BE IN EFFECT IS DONE THROUGH THE COMPANY OR
MANUFACTURER PROVIDING THE PRODUCT. FIXTURE, AND/OR EQUIPMENT
UNLESS SPECIFIC RESPONSIBILITY IS ALSO PROVIDED BY THE
CONTRACTOR/SUBCONTRACTOR IN WRITTEN FORM.
35. CAUTION! CALL BEFORE YOU DIG! BURIED UTILITIES EXIST IN THE AREA AND
UTILITY INFORMATION SHOWN MAY NOT BE COMPLETE. CONTACT THE ONE -CALL
UTILITY LOCATE SERACE A MINIMUM OF 48 HOURS PRIOR TO CONSTRUCTION.
36. WHEN APPLICABLE, CONTRACTOR IS RESPONSIBLE TO CALL, COORDINATE AND
MAKE ARRANGEMENTS FOR R.O.W. AND/OR PRIVATE PROPERTY LOCATES BASED
ON SPECIFIC SITE REQUIREMENTS.
37. SEE CIVIL DRAWINGS FOR ADDITIONAL SITE INFORMATION AS APPLICABLE.
38. CONTRACTORS TO DOCUMENT ALL WORK PERFORMED WITH PHOTOGRAPHS AND
SUBMIT TO NETWORK CARRIER'S REPRESENTATIVE ALONG WITH REDUNED
CONSTRUCTION SET.
39. CONTRACTOR SHALL DOCUMENT ALL CHANGES MADE IN THE FIELD 13Y MARKING
UP (REDUNING) THE APPROVED CONSTRUCTION SET AND SUBMITTING THE
REDUNED ALONG WITH PHOTOGRAPHS PER NETWORK CARRIER REQUIREMENTS.
40. CONTRACTOR SHALL COORDINATE AND SEEK APPROVAL OF ALL POWER DRAW.
INSTALLATION AND/OR MODIFICATIONS WITH POWER COMPANY, OWNER AND
JURISDICTION AS REQUIRED. CONTRACTOR SHALL REPORT POWER INSTALLATION
SOLUTION(S) TO NETWORK CARRIER REPRESENTATIVE, PROJECT CONSTRUCTION
MANAGER AND ARCHITECT.
41. ANY SUBSTITUTIONS OF MATERIALS AND/OR EQUIPMENT, MUST BE APPROVED BY
NETWORK CARRIER CONSTRUCTION MANAGER.
42. THE CONTRACTOR SHALL BE RESPONSIBLE FOR AND SHALL REMEDY ALL FAULTY.
INFERIOR, AND/OR IMPROPER MATERIALS, DAMAGED GOODS. AND/OR FAULTY
WORKMANSHIP FOR ONE (1) YEAR AFTER THE PROJECT IS COMPLETE ACCEPTING
UNDER THIS CONTRACT BETWEEN THE OWNER AND THE CONTRACTOR.
EXCEPTION: THE ROOFING SUBCONTRACTOR SHALL FURNISH A MAINTENANCE
AGREEMENT FOR ALL WORK DONE, COSIGNED BY THE CONTRACTOR, TO MAINTAIN
THE ROOFING IN A WATERTIGHT CONDITION FOR A PERIOD OF TWO (2) YEARS
STARTING AFTER THE DATE OF SUBSTANTIAL COMPLETION OF THE PROJECT,
UNLESS OTHERWISE WRITTEN IN THE CONTRACT BETWEEN THE OWNER AND THE
CONTRACTOR.
48. CONTRACTOR SHALL PATCH AND REPAIR ALL GROUND SURFACES WITHIN THE
CONSTRUCTION AREA AS NECESSARY TO PROVIDE A UNIFORM SURFACE AND
MAINTAIN EXISTING SURFACE DRAINAGE SLOPES.
49. CONTRACTOR SHALL REPLACE EXISTING LANDSCAPE VEGETATION DAMAGED DUE TO
CONSTRUCTION ACTIVITIES. AND REPAIR, RESTORE AND MODIFY EXISTING
IRRIGATION LINES IF NECESSARY TO OPERATING CONDITION, PROVIDING FULL
COVERAGE TO IMPACTED AREAS.
50. IN THE CASE OF ROOFTOP SOLUTIONS FOR EQUIPMENT AND/OR ANTENNA
FRAMES WHERE PENETRATION OF EXISTING ROOFING MATERIALS OCCUR,
CONTRACTOR SHALL COORDINATE WITH BUILDING OWNER TO OBTAIN CONTACT
INFORMATION AND UTILIZE THE EXISTING ROOFING CONTRACTOR OF RECORD FOR
INSTALLATION. PATCH. REPAIR OR ANY AUGMENTATION TO THE ROOF. AND HAVING
THE WORK GUARANTEED UNDER THE ROOFING CONTRACTOR'S EXISTING WARRANTY
ENSURING 100% MOISTURE PROTECTION.
51. IN THE CASE OF ROOFTOP SOLUTIONS WITH THE INSTALLATION OF ANTENNAS
WITHIN CONCEALED (SHROUDED) SUPPORT FRAMES OR TRIPODS. CONTRACTOR
SHALL COORDINATE WITH THE FRIP DESIGNER/FABRICATOR TO ENSURE THAT THE
FINAL FRP SHROUD IS SIMULATING (IN APPEARANCE) EXISTING EXTERIOR
BUILDING FACADE MATERIALS, TEXTURES, AND COLORS. THE CONTRACTOR SHALL
FURTHERMORE ENSURE THE USE OF COUNTERSUNK OR FLATHEAD FASTENERS IN
ALL FRIP CONSTRUCTION. WHEN PHOTOSIMULATIONS ARE PROVIDED, THE
CONTRACTOR SHALL ENSURE THAT FINAL CONSTRUCTION REPRESENTS WHAT IS
INDICATED IN PHOTOSIMULATION. SHOP DRAWINGS SHALL BE PROVIDED TO THE
CONTRACTOR. CONSTRUCTION COORDINATOR. AND ARCHITECT PRIOR TO
FABRICATION AND CONSTRUCTION.
52. IN THE CASE OF ROOFTOP SOLUTIONS FOR EQUIPMENT AND/OR ANTENNA
FRAMES WHERE ANCHORING TO AN EXISTING CONCRETE ROOF SLA13 IS REQUIRED,
CONTRACTORS SHALL CONFIRM (PRIOR TO SUBMITTING BID) 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 SEr 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.
53. CONTRACTOR SHALL USE STAINLESS STEEL METAL LOCKING TIES FOR ALL
CABLING TIE DOWNS AND ALL OTHER GENERAL TIE DOWNS (WHERE APPLICABLE).
PLASTIC ZIP TIES SHALL NOT BE PERMITTED FOR USE ON TOWER NETWORK
CARRIER PROJECTS. RECOMMENDED MANUFACTURE SHALL BE: PANDUIT CORP.
METAL LOCKING TIES MODEL NO. MLT4S-CP UNDER SERIES-304 (OR EQUAL).
PANDUIT PRODUCT DISTRIBUTED BY TRLARC.
54. CONTRACTOR SHALL OBTAIN, REVIEW AND EXECUTE ALL NETWORK CARRIER
CONSTRUCTION STANDARDS (MOST RECENT REVISION) AS A PART OF THIS BID
AND CONSTRUCTION PROJECT.
55. CONTRACTOR SHALL BE RESPONSIBLE TO SET ELECTRONIC TILTS FOR NEWLY
INSTALLED ANTENNAS UNDER THE CONDITION THAT THE CONTRACTOR OBTAIN THE
MOST RECENT COPY OF THE RF TILT INFORMATION SUCH THAT THE ACCURATE
CONTROLLER CAN BE ORDERED AND INSTALLED.
56. A STRUCTURAL ANALYSIS SHALL BE COMPLETED AND SUBMITTED TO THE
NETWORK CARRIER REPRESENTATIVE AND CONTRACTOR DEMONSTRATING CAPACITY
AT THE EXACT LOCATION OF EXISTING CONDITIONS TO SUSTAIN ADDITIONAL HEAVY
BATTERY CABINETS OR OTHER OUT OF SCOPE EQUIPMENT.
57. THE CONTRACTOR SHALL PROVIDE MATERIALS LIST (BOM) TO THE NETWORK
CARRIER REPRESENTATIVE PRIOR TO CONSTRUCTION.
400-IT)
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DEVELOPiWENT SERViCES C
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REVISIONS
NO.
I DATE
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INFIAL
A
ID4/18/141
ISSUED FOR PCD REVIEW
GAP
0
05/13/14
SM FOR Fk4L MNGn&CnDN
WJR
NOT FOR CONSTRUCTION UNLESS
LABELED AS CONSTRUCTION SET
SHEET TITLE
GENERAL NOTES
SHEET NUMBER
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DESIGN CRITERIA:
1 . THE STRUCTURAL DESIGN OF THIS PROJECT IS IN ACCORDANCE WITH THE
INTERNATIONAL BUILDING CODE 2012 WITH
WASHING -TON STATE BUILDING
CODE AMENDMENTS (2012 IBC)
2. DESIGN LOADS,
DESIGN DATA FOR EDMONDS, WA 98026
-ROOF SNOW LOAD
N/A (Nar A ROOFTOP SOLUTION)
-BASIC WIND SPEED
85 MPH (100 MPH 3 SECOND GUSTS)
-WIND EXPOSURE
C
-SEISMIC ZONE
D
CONCRUE NOTES: (WHEN APPLICABLE)
1. CONCRETE SHALL BE MIXED. PROPORTIONED, CONVEYED AND PLACED IN ACCORDANCE
WITH IBC SECTION 1905, 1906 AND ACI 301, INCLUDING TESTING PROCEDURES I
CONCRETE SHALL ATTAIN A 28-DAY STRENGTH OF fc=2,500 PSI AND MIX SHAI
CONTAIN NOT LESS THAN 5-1/2 SACKS OF CEMENT PER CUBIC YARD AND SHALL BE
PROPORTIONED TO PRODUCE A SLUMP OF 5' OR LESS
2. ALL CONCRETE WITH SURFACES EXPOSED TO STANDING WATER SHALL BE
AJR-ENTRAJNEO WITH AN AIR -ENTRAINING AGENT CONFORMING TO ASTM C260, C494,
AND C618 TOTAL AIR CONTENT FOR FROST -RESISTANT CONCRETE SHALL BE IN
ACCORDANCE WITH TABLE 1904 .2.1 OF THE INTERNATIONAL BUILDING CODE EXPOSED
CONCRETE SHALL HAVE A COMPRESSIVE STRENGTH OF 2,500 PSI. NO SPECIAL
INSPECTION IS REQUIRED FOR 2,500 PSI INSTALLED SOLELY TO SATISFY EXPOSED
CONCRETE REQUIREMENTS.
3. REINFORCING STEEL SHALL CONFORM TO ASTM A615 (INCLUDING SUPPLEMENT SI),
GRADE 60, fy=60,000 PSI. WELDED WIRE FABRIC SHALL CONFORM TO ASIM A-185
SPIRAL REINFORCEMENT SHALL BE PLAIN WIRE CONFORMING TO ASIM 615, GRADE 60.
fy=60,000 PSI.
4. REINFORCING STEEL SHALL BE DETAILED (INCLUDING HOOKS AND BENDS) IN
ACCORDANCE WITH ACI 315-92 AND 318-02 LAP ALL CONTINUOUS REINFORCEMENT
#5 AND SMALLER 40 BAR DIAMETERS OR 2'-0- MINIMUM PROVIDE CORNER BARS AT
ALL WALL AND FOOTINGS INTERSECTIONS LAP CORNER BARS #5 AND SMALLER 40
BAR DIAMETERS OR 2'-0" MINIMUM. LAPS OF LARGER BARS SHALL BE MADE IN
ACCORDANCE WITH ACI 318-02, CLASS B LAP ADJACENT MATS OF WELDED WIRE
FABRIC A MINIMUM OF 8' AT SIDES AND ENDS.
5. NO BARS PARTIALLY EMBEDDED IN HARDENED CONCRETE SHALL BE FIELD GENT
UNLESS SPECIFICALLY SO DETAILED OR APPROVED BY THE STRUCTURAL ENGINEER
CONCRETE PROTECTION (COVER) FOR REINFORCING STEEL SHALL BE AS FOLLOWS
FTGS & OTHER UNFORMED SURFACES CAST AGAINST & PERMANENTLY EXPOSED
TO EARTH 3'
FORMED SURFACES EXPOSED TO EARTH OR WEATHER (#6 BARS OR LARGER) 2-
FORMED SURFACES EXPOSED TO EARTH OR WEATHER (#5 BARS OR
SMALLER) 1-1/2-
COLUMN TIES OR SPIRALS AND BEAM STIRRUPS 1-1/2-
SLABS AND WAU.S (INTERIOR FACE) GREATER OF BAR DIAMETER PLUS 1/8- OR
3/4'
STRUCTURAL STEEL NOTES:( WHEN APPLICABLE1
1. STRUCTURAL STEEL DESIGN. FABRICATION, & ERECTION SHALL BE BASED ON
EITHER AJSC-LRFD, AISC 355, OR AlSC-HSS AND SECTION 2205 2 OF THE
INTERNATIONAL BUILDING CODE
2. A EITHER AlSC-LRFD. AJSC 355, OR AJSC-HSS & SECTION 2205.2 OF THE INT-L
BUILDING CODE
B MARCH 7, 2000 AISC CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS &
BRIDGES. AMENDED AS NOTED IN THE CONTRACT DOCUMENTS AND BY THE
DELETION OF PARAGRAPH 441
C SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS.
3. WIDE FLANGE SHAPES SHALL CONFORM TO ASTM A992, FY=50 KSI OTHER
ROLLED SHAPES INCLUDING PLATES, SHALL CONFORM TO ASTM A36, Fy-36 KSI.
STEEL PIPE SHALL CONFORM TO ASTM A-53. TYPE E OR S, GRADE B, Fy=35
KSI STRUCTURAL TUBING SHALL CONFORM TO ASTM A500. GRADE 8, Fy=46KSI.
CONNECTION BOLTS SHALL CONFORM TO ASTM A325.
4. ALL WELDING SHALL BE IN CONFORMANCE WITH AISC AND AWS STANDARDS AND
SHALL BE PERFORMED USING E70 XX ELECTRODES. ONLY PRE QUALIFIED
WELDS (AS DEFINED BY A.W.S.) SHALL BE USED ALL COMPLETE JOINT
PENETRATION GROOVE WELDS SHALL BE MADE WITH A FILLER MATERIAL THAT
WAS A MINIMUM CVN TOUGHNESS OF 20 Fr-UETS AT -20 DEGREES F, AS
DETERMINED BY AWS CLASSIFICATION OR MANUFACTURER CERTIFICATION.
TOWER/POLE NOTES (WHEN APPLICABLE):
1. VERIFICATION THAT THE EXISTING APPLICABLE BUILDING. TOWER, POLE OR WATER
TANK CAN SUPPORT THE PROPOSED ANTENNA LOADING SHALL BE PERFORMED BY
A REGISTERED STRUCTURAL ENGINEER.
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):
FALL PROTECTION METHODS AND EQUIPMENT
ROOF TOP INSTALLATIONS
1. FOR WORK IS BEING PERFORMED WITHIN 25' OF AN UNPROTECTED ROOF
EDGE. THE CONSTRUCTION SUPERVISOR SHALL DESIGNATE A TRAINED
SAFETY MONITOR TO OBSERVE THE MOVEMENTS AND ACTIVITIES OF THE
CONSTRUCTION WORKERS.
2. SAFETY MONITOR SHALL WARN CONSTRUCTION WORKERS OF HAZARDS (I.E.,
BACKING UP TOWARD A ROOF EDGE, ETC.) OR UNSAFE ACTIVIFFIES. THE
SAFETY MONITOR MUST BE ON THE SAME ROOF AND WITHIN VISUAL AND
VER13AL 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 LINE.
4. SAFETY LINE SHALL BE MINIMUM %" DIAMETER NYLON. WITH A NOMINAL
TENSILE STRENGTH OF 5400 LBS.
5. SAFETY LINE SHALL BE ATTACHED TO A SUBSTANTIAL MEMBER OF THE
STRUCTURE.
6. SAFETY LINE LENGTH SHALL BE SET ALLOWING CONSTRUCTION WORKER TO
REACH EDGE OF ROOF, BUT NOT BEYOND.
7. SAFETY BELTS SHALL 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 CHECKLIST
INTERVIEWING COWORKERS REGARDING SAFETY CONCERNS
REPORTING AND DOCUMENTING ANY HAZARDS
REPORTING HAZARDS TO THE SAFETY COMMITTEE FOR CONSIDERATION
POSTING RESULTS OF INSPECTION AND ANY ACTION TAKEN
RECEIVING AN UNBIASED REVIEW OF ONE'S OWN WORK AREA 13Y ANOTHER
COWORKER SAFETY REPRESENTATIVE
REFER TO ROOFTOP WORK AREA SAFETY PROTOCOL
NATIONAL ASSOCIATION OF TOWER ERECTORS 2000 PUBLICATION
REFERENCED OSHA REGULATION/STANDARDS SHALL BE REVIEWED 13Y TOWER
ERECTORS,
EQUIPMENT INSTALLERS. AND 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
SPECIAL INSPECTIONS REQUIRED:
SYMBOLS:
G)
GRID REFERENCE
DETAJL REFERENCE
ELEVATION REFERENCE
SECTION REFERENCE
CENTERUNE
PROPERTY/LEASE LINE
MATCH LINE
WORK POINT
GROUND CONDUCTOR
—T—
TELEPHONE CONDUIT
—E—
ELECTRICAL CONDUIT
---A—
COAXIAL CABLE
---O/H—
OVERHEAD SERVICE
CONDUCTORS
GROUT OR PLASMR
G-_555S (E) BRICK
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NEW
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GROUND BUS BAR
MECHANICAL CRND. CONN.
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TELEPHONE BOX
LIGHT POLE
0
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REVISION
SOILS COMPLIANCE PRIOR TO FOUNDATION INSPECTION
E] VERiFicKnONS OF MILL REPORT
SPRAYED -ON- FIREPROOFING
CONCRETE OVER 2,500 PSI (% SACK MIX) AT 28 DAYS
IDENTIFICATION OF STEEL AND AT JOB SITE
STRUCTURAL MASONRY
CONCRETE PLACEMENT AT SLAB ON GRADE
WRITTEN CERTIFICATION FOR PROPER PLACEMENT OF
ADHESIVE BOLTS IN CONCRE TE OR MASONRY
PRESTRESSED CONCRETE
REINFORCEMENTS AT SLAB ON GRADE
ALL FIELD WELDING
FOUNDATION EXCAVATION AND FILL INCLUDING UTILITY TRENCHES
ANCHOR BOLTS INSTALLATION AND PLACEMENT IN
[j REINFORCING PLACEMENT
CERTIFICATION OF BUILDING PAD, FOUNDATION AND FILL BY
CONCRETE
THE GEOTECHNICAL ENGINEER OF THE RECORD
HIGH STRENGTH BOLTING
DESIGNER SPECIFIED (SEE SHEET#—)
OTHER
SUBMITTAL DOCUMENTS FOR DEFERRED SUBMITTAL ITEMS SHALL BE SUBMITTED
TO THE ARCHITECT OR ENGINEER OF RECORD,
WHO SHALL REVEW THEM AND FORWARD THEM TO THE BUILDING OFFICIAL
WITH A NOTATION INDICATING THAT THE DEFERRED
SUBMITTAL DOCUMENTS HAVE BEEN REVEWED AND THAT THEY HAVE BEEN
FOUND TO BE IN GENERAL CONFORMANCE WITH
THE DESIGN OF THE BUILDING. THE DEFERRED AND SUBMITTAL ITEMS SHALL NOT BE INSTALLED UNTIL THEIR DESIGN AND
SUBMITTAL DOCUMENTS HAVE BEEN APPROVED BY THE BUILDING OFFICIAL
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SHEET NUMBER
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UNITS (2 PER LTE ANTIODIA). AND (1) SURGE SUPPRESSION UNIT
MOUNTED WAR RRHS TO MOUNTING FRAIIE. AT&T ALSO PROPOSES
TO INSTALL NEW LTE EQUIPMENT IN AN EXISTING SHELTER 71 1
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-- — - — - --- RIGHT-OF-WAY CENTERILINE
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SECTIONAL BREAKDOWN LINE
OHP— OHF OVERHEAD POWER LINE
— Ucp— ucp— UGP — BUR�Ea POWER LINE
- BUR ED GAS LINE
OFIT — ONT OVERHEAD TELEPHONE LINE
— UGT — UGT — UCT — BURIED TELEPHONE LINE
—W —W —w —w — BURIED WATER LINE
—ss—ss—ss— SEWER
—SD—SD—SD— STORM DRAINAGE
DITCH LINE/FLOW LINE
............ ........................ ROCK RETAINING WALL
. . . . . . VEGETATION LINE
X - X - Y - x - x - CHAIN LINK FENCE
EY-----O— WOOD FENCE
x - x - x - x - x - BARGED WIRE/WIRE FENCE
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A UGHT STANDARD M GATE VALVE
�P] POWER VAULT E3 WATER METER
9 UTILITY BOX )CL FIRE STAND PIPE
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(11 GAS VALVE - SIGN
33 GAS METER BOLLARD
TELEPHONE VAULT MAIL BOX
TELEPHONE RISER 234-21 SPOT ELEVATION
LEGAL DESCRIPTION:
THAT PORTION OF LOTS 15 AND 16, FRUITLAND ACRES TO LAKE
BALLINGER. ACCORDING TO THE FLAT THEREOF RECORDED IN VOLUME
10 OF FLATS, PAGE 57, RECORDS OF SNOHONISH COUNTY.
WASHINGTON, DESCRIBED AS FOLLOWS:
BEGINNIN
AN6 G AT THE INTERSECTION OF THE SOUTH LINE OF SAID LOT 15
THE EASTERLY LINE OF O.S. 99: THENCE EASTERLY ALONG THE
SOUTH LINE OF SAID LOTS 15 AND 16. A DISTANCE OF 200 FEET:
THENCE NORTHERLY AT RIGHT ANGLES. 100 FEET; THENCE WESTERLY
PARALLEL TO SAJD SOUTH LINE. TO SAID EASTERLY LINE OF U.S. 99;
ll-ENCE SOUTHWESTERLY ALONG SAO EASTERLY LINE TO THE POINT OF
BEGINNING: EXCEPT THAT PORTION THEREOF CONVOYED TO THE STATE
OF WASHINGTON BY DEED RECORDED UNDER RECORDING NO. 1639846.
PARCEL NUMBER (S):
00451900201504
M .11 - �- & g�g
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DISCLAIMER
THESE DRAWINGS WERE PRODUCED WITHOUT THE BENEFIT OF
A CURRENT LAND SURVEY. ALL PROPERTY LINES. EASEMENTS.
SETBACKS AND EXISTING CONDITIONS ARE APPROXIMATE AND
SHALL BE VERIFIED PRIOR TO START OF CONSTRUCTION.
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REVISIONS
NO.
I DATE
I DESCRIPTION
INITIAL
A
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HARDWARE TO BE PAINTED TO MATCH
EXISTING MONOPOLE.
2.VERinCATION THAT EXISTING MONOPOLE &
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NO.
DATE
DESCRIPTION
INITIAL
04/111/14
ISSUED FOR PCD REVtEW
GAP
05/13/14
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24::36" SCALE: 1/4' = 1'-0 MST[ NG SOUTH ELEVATION
I _.
1 17 SCALE: 1/8' 1 -0 4' 3' 2' V 0' 4'
11 17" SCALE: 1/8' - 1'-0 4' 3' 2' 1' 0" 4'
THF INFnPMATInN rr1NTAINFn IN THiq qr'r nF r.nNR7R1Ir11f)N nnrumFNTq IS PROPRIFTARY NAT11— IIqF' m niqnnqLjpp nTHFP THAN THAT WHICH RFIATFS TO CARRIER SERMCES is
smirmy
PRnHIRITFn
6)at&t
mobility
40-009)
WE r.* Td
COMMUNI rio-R.R
PACIFIC TELECOM SERVICES,
LLC
NOV 0 9 2015
DEVELUPMeNT SERvIcES I
CITY OF EDMONDS
02
04
00
c:)
00
0
Ln
<
-Z
c'j 0
REVISIONS
NO.
DATE
DESCRIPTION
INITIAL
A
04/15 L14
IS -SUED FOR 0 REVIEW
rOP
0
05/13/14
ISM FOR FKA1. 00115�
WJR
NOT FOR CONSTRUCTION UNLESS
LABELED AS CONSTRUCTION SET
SHEET TITLE
EXISTING & PROPOSED SOUTH ELEVATION
SHEET NUMBER
A-4
144UO72 REGISTERED
ARCHITECT at&t
- —4— mobility
THOMAS R. HOLLAND
'05 a
TH
PURCELL CABINET MOUNTED tSTATE OF WASHINGTON WAF.*Td AwR
TO UNISTRUT PER REN. 02-18-15 COMMUNI" "ONS
MANUFACTURER'S SPECS-----_ woo
PlOOOT S.S. UNISTRUT
CONNECTION SHALL NOT BE USED FOR ANTENNA MOUNTINGS ATTACHED TO EXISTNG
MAXIMUM EQUIPMENT LOAD IS 200 PUF, (100 PLF TO EA. UNISTRUT) BUILDING WALL PACIFIC TELECOM SERVICES,
LLC
CONNECTION SHALL NOT BE USED FOR EQUIPMENT MOUNTED OVER 8'
EQUIPMENT SHALL BE ANCHORED TO -0- ABOVE FLOOR ROOF LEVELS
UNISTRUT W/ (GALV.) BOLTING PER
MFR RECOMMENDATIONS, PROVIDE
UNISTRUT CHANNEL NUTS OR CHANNEL
STUD NUTS AS REQ'D EXISTING
r5 2x4's 0 24"o.c. (MIN.) WAI I BUILDING
(CONTRACTOR TO FIELD 0�
PRIOR TO CONSTRUCTION) R
EXISTING ABANDONED L-C:;;;
WALL ATTACHMENT, COVERED CABLE
M 75STRUT (GALV.) TOP AND BOT. PORT (DOGHOUSE)
ATTACH TO WALL w/ 3/8' DLA x 4'
(GALV.) LAG BOLTS TO EACH STUD
(24*o.c. MAX. SPACING) MIN. 1 EA. END. 140V 0 9 2015
NOTE,
IN AREAS WHERE THERE IS NO STUD DI VELOPiVIENT SEF, VICES C-M
PROVIDE SOLID DEPTH 2x BLK'G BETWEEN
STUDS. ATTACH TO EA STUD AT EA CITY OF EDMONDS
SEE SECTION 4/A-5 FOR END. (SI M PSON L30 FOR 2x4'S AND A
UNISTRUT CONNECTION WALL SIMPSON L50 FOR 2x6's)
'k
EQUIPMENT CONNECTIONF-5 UNISTRUT TO WALL MOUNTING PURCELL CABINET MOUNTINGF—,
24:x36: SCALE: NOT TO SCALE 24*x36" SCALE- 3/4'=I'-O: 4
24 x36: SCALE: 1:=I:-O:l 04
11 x, 7 SCALE, NOT TO SCALE 11"x17" SCXUE: 3/8'-1'-0 1 21 Dq 0
D, 00
Ln
U1
EQUIPMENT MOUNTING NOTE ON GPS ANTENNA.
IF MORE THAN (1) PURCELL CABINET (OR
12RU 19- RAILS. FRONT TO BACK ADJUSTABLE RACK MOU D LTE BASE BAND UNIT) IS 04 0
INSTALLED NOTNE STE; INSTALL GPS SPUTTER:
CONSTRUCTION MATERIALS LUCENT, 408762045, KS24535LIO, 1:2 GPS Ld
SPUTrER, ASSEMBLY
MATERIAL- ALUMINUM (LIGHTWEIGHT, CORROSION -RESISTANT
PAINT: GR-487 TESTED & CERTFIED POWER COAT
DOOR/SIDE PANEL CONSTRUCTION
* DOOR: FRONT DOOR WITH DOOR ALARM AND OPTIONAL AIR
CONDITIONER, HEAT EXHANGER,OR THERMOELECTRIC COOLER
LATCHES: TWO -POINT LATCHED, PAD LOCKABLE NOTE:
CABINET WEGHT: 50 LBS
FULLY LOADIED CABINET: 100 LBS ea.
ENVIRONMENTAL OP7nONa
. THERMOELECTRIC COOLER: 40OW 0 O'dT. +24VDC, 25'
-48VDC OR I 20VAC CABINET
. AIR CONDITIONER: UP TO 2.000 BTU/HR AIR
CONDITIONER WITH HEATER
. HE -AT EXCHANGER: UP TO 39W/�C HEAT EXCHANGER,
+24VDC OR -48VDC
ACCOMMODATES UP TO 60AHR BATTERIES
CABLE ENTRY
K
(3) 1/2"; (3) 1"; (1) 2" 31/2" OR 2" KNOCKOUTS
AC POWER OPTIONS
30A-MAJN POWER WITH OPTIONAL TRANSIENT VOLTAGE
URGE PROTECTION 15A GENERATOR CONNECTION CABLE
FRONT DOOR
z
—FRONT DOOR —SWING HANDLE
SWING HANDLE
6-POSITION 19" RACK -MOUNTED (IRU) OR 12-POSITION
(2U) AC LOAD CENTERS AVAILABLE IN VARIOUS FRONT DOOR
CONFIGURATIONS- CAN BE EQUIPPED WITH SURGE PROTECTION
DEVICES THAT OCCUPY 1-POSITION OR 2-POSITIONS AND FLX16WS FRONT ELEVATION FLX16WS SIDE ELEVATION
6-POSITION DIN -MOUNTED AC BREAKER PANEL (120V OR 240V
CONFIGURATIONS). OPTIONAL DIN -MOUNTED TVSS
. 15A GFCI DUAL OUTLET RECEPTACLE CONVENIENCE OUTLET SHEET TITLE
MOUNTING OPTIONS CONSTRUCTION DETAILS
4".PUNTH
14 PUNTH
POLE MOUNT KIT
WALL MOUNT KIT
VERnCAL CAE31NET-ON-CABINET STACKING SHEET NUMBER
NOT LISEP — PURCELL CABINET DETAIL (FLX1 ZWS AND FLX1 6WS F
24:x36: SCALE: NOT US D [2 24:.36: SCALE: 1:=,::O: A-5
L 11 X17 SCALE: NOT U 1Ix17 SCALE: 1/2=1 0
THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURF ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CARRIER SERMCES IS STRICTLY PROHIBITED.
Y 1PT"
SWING
HANDLE
5i
7V
REVISIONS
NO.
I DATE
I DESCRIP10N
INrrtAL
A
04/13/141
ISSUED FOR PCD REVIEW
GAP
0
05/13/14
MUS) FOR FW 00N9RLL11DN
WJR
I
NOT FOR CONSTRUCTION UNLESS
LA13ELED AS CONSTRUCTION SET
PROPOSED ANTENNA CONFIGLIPLATION AND SCHEDULE
SECTOR A
AZIMUTH
RADCENTEIR
NUMBER OF
ANTENNAS
VENDOR
MODEL
ELEC.
TILT
MECH.
TILT
RET
TMA
NUMBER OF
COAX
COAX 0
OOAX
LENGTH
DIP LEXED
GSM 1900
150'
57'-0*
1
KATHREIN
742-265
2'
2'
YES
(2) ERICSSON KRY 112 71/2
2
7/8-
86'-0'
1
NO
GSM 850
5!
LTE- 1900
160'
56'-2"
1
ALU
3JR52703
AAAA
0'
-
1
FIBER
80,-0"
-
700
7
UwTS 1900
150'
57'-0"
1
KATHREIN
742-265
7
2'
YES
(2) LOP 21401
2
7/a-
86'-0'
YES
(Us Ug)
UMTS aw
5*
LTE INCS
160'
56'-2*
1
COMMSCOPE
5MM-ID5%
V
-
I
nBER
86'-0"
SECTOR 8
AZIMUTH
RADCENTEJR
NUMBER OF
ANTENNAS
VENDOR
MODEL
ELEC.
TILT
MECH.
TILT
RET
TMA
NUMBER OF
COAX
COAX 0
COAX
LENGTH
DIPLEXED
GSM 1900
270'
57'-0'
1
KATHREIN
742-265
7
0'
YES
(2) ERICSSON KRY 112 71/2
2
7/8-
86'-0-
NO
GSm a5O
5*
LTE 19W
270'
56'-2"
1
ALU
3JR52703
AAAA
0'
1
nBER
e0'-O'
-
LTE 700
2*
UMTS 1900
1 2717
57'-0"
1
KATHREIN
742-265
2'
0'
YES
1
(2) LCP 21401
1
2
7/8-
86'-0"
YES
I(U8 ug),
UMTS 850
51
LTE WCS
270'
56'-2'
1
COMMSCOPE
--I"
T
I
FIBER
86'-0'
-
SECTOR C
AZImuTH
RADCENTER
NUMBER OF
ANTENNAS
VENDOR
MODEL
ELEC*
TILT
MECH
TILT
RET
TMA
NUMBER OF
COAX
COAX 0
COAX
LENGTH
DIPLEXED
GSM 1900
30'
57'-0'
1
KATHREIN
742-265
2*
T
YES
(2) ERICSSON KRY 112 71/2
2
7/8-
86'-0-
NO
GSM 850
5*
LTE 1900
30'
56'-2"
1
ALU
3JR52703
AAAA
01
1
FIBER
80,-0"
-
LTE
—
2'
UWTS 19DO
30*
57- 0.
1
KATHREIN
1 742-265
7
YES
(2) LGP 21401
1 2
7/8*
1 86'-0"
YES
(U8 Uq)
UMTS 850
1�±d
LTE WCS
30,
56'-2-
1
ICOMMSCOPE"H-ID"
0'
1
1 1
FIBER
1 86--o-
NOTES:
DO NOT USE COAX LENGTHS FOR CUT LENGTHS: ESTIMATES ONLY
CONFIRM THAT GENERAL CONTRACTOR IS USING LATEST VERSION OF RFDS.
PROPOSED AT&T RRH
WCS UNITS (1 EACH
PER SECTOR. 6 TOTAL) SM
W::;A �F-
PROPOSED AT&T LTE WCS
PANEL ANTENNAS (I PER LTE
SECTOR. 3 TOTAL) wCS
EXI� NG AT&T TMA'S (4 PER
SErTOR, 12 TOTAL) TO RENAI
EXISTING AT&T UMTS PANEL -:1
(I PER SECTOR. 3 TOTAL) ... .....
SECTOR 'B'
�GSM & U�WUS
270' AZIMUTH UMTS
EXISTING AT&T 70OMHz RRH UNIT
(I PER SECTOR. 3 TOTAL) —
PROPOSED AT&T RRH 1900
UNIT (1 PER SECTOR, 3 TOTAL)-
LTE
PROPOSED . L�r
700/1900 PANEL NA
(I PER SECTOR. 3 TOT
,"SECTOR *B' LTE
UMTS
csM
EXISTING AT&T GSM PANEL
ANTENNA (1 PER SECTOR,
C,
15'.;
UNITS
LTE
LTE
wCS
GSM
EXISTING AT&T (1) SURGE
SUPPRESSION UNIT TO
REMAIN
LNISTING ANTENNA CONIFIGUKATION AND SCHEDULE
SECTOR A
AZIMUTH
RADCENTER
NUMBER OF
ANTENNAS
VENDOR
MODEL
ELEC
TILT
MECH.
TILT
RET
TMA
NUMBER OF1
COAX
COAX 0
COAX
LENGTH
DIPLD(ED
GSM 8!90
150'
57'-0*
2
KATHREIN
742-265
5'
2'
YES
NONE
2
1 7/8"
BO'-O'
NO
GSM 1900
0.
—
7
YES
(2) ERICSSON KRY 112 71/2
2
7/8
80'-0'
NO
UMTS 850
150'
57'-0*
1
KATHREIN
742-265
5*
2'
YES
NONE
2
7/8-
86'-0'
YES
(U8 Ug)
UwTS 1900
57'-0*
7
YES
(2) LGP 21401
LTE 700
160'
I
57'-0'
1
I
WIN
kY-X-CD-If
I 65-ODT-REI
9*
7
I
YES
I
0
FIBER
86'-0'
I
NO
I
SECTOR B
AZIMUTH
RADcafTER
NUMBER OF
ANTENNAS
VENDOR
MODEL
ELEC
TILT
MECH.
TILT
RET
TMA
NUMBER OF
COAX
COAX 0
COAX
LENGTH
DIPLEXED
GSM 850
270'
57'-0*
2
KATHREIN
742-265
01
0'
YES
NONE
2
7/8-
80'-0'
NO
GSM 1900
57'-0*
7
YES
(2) ERICSSON KRY 112 71/2
2
7/8'
80'-0"
NO
UMTS 850
279
57'-0*
1
KATHREIN
742-265
T
0'
YES
NONE
2
7/8"
86'-0'
YES
(U8 U9)
UMTS 1900
---;7-7—
-0.
—
0'
YES
(2) LGP 21401
LTE 700
270'
57'-0"
1
POWERWAVE
165-17-X"
O'_
a
YES
0
FIBER
86'-0'
NO
SECTOR C
AZIMUTH
RADCENTER
NUMBER OF
ANTENNAS
VENDOR
MODEL
ELEC.
TILT
MECH.
TILT
RET
TMA
NUMBER OF
COAX
COAX 0
COAX
LENGTH
DIPLEXED
GSM 850
30'
57'-0'
2
KATHREIN
742-265
5*
2'
YES
NONE - --
2 _
7 8
80-0
NO
GSM 1900
57'-0'
7
YES
(2) ERICSSON KRY 112 71/2
2
7/8'
80*-0'
NO
UMTS 850
30'
57'-0'
1
KATHREIN
742-265
51
T
YES
NONE
2
7/8*
86'-0'
(U YES
8 Ug)
UMTS 1900
57'-0*
T
YES
(2) LGP 21401
LTE 700
3(r—
57'-0"
1
POWERWAVE
Y
01
YES
0
FIBER
86'-0'
NO
EXISTING AT&T LTE PANEL
ANTENNA (I PER SECTOR.
3 TOTAL) TO BE REMOVED
<L
O!gR,"B' LTE
2N . MUTH
EXISTING AT&T TMA'S (4 PER
SECTOR, 12 TOTAL) TO REMA
EXISTING AT&T UMTS PANEL ANTENNA
(I PER SECTOR, 3 TOTAL) TO REMAIN
6,S,E.CTOR
.'J� UMTS
EXISTING AT&T 700MHz RRH
UNIT (1 PER SECTOR,
3 TOTAL) TO REMAIN
GSM
URY,
LTE
GSM
UMTS
EXISTING AT&T GSM PANEL
ANTENNA (I PER SECTOR. GSM
3 TOTAL) TO BE REMOVED—��
<SECTOR a GSM
27ff —.1A
EXISTING AT&T GSM PANEL
ANTENNA (I PER SECTOR.
3 TOTAL) TO REMAIN-� CSM
LTE
\—PROPOSED
wCS
AT&T (1) SURGE
SUPPRESSION UNIT STRAP -
MOUNTED TO POLE
TRUE NORTH
24*x36' SCALE: 3/8* = 1'-D'
711—
PR-OPOSED ANTENNA CONFIGILIKATION1212,4,::3,7:
6 CALE:
SCALE:
11"07' SCALE: 3/16" - 1'-0
TWF impnp—nm rn—mwn IM ��
nP rnNqTPHrnnm nnrijm��
iq Ppnppi�Apy RY N-1—
— i iqr np niqri mt jpr nTWPP TWAN �AT WH]r.H RFi AM; TO rARRIFR 'FRNACFS IS
5MRICT]
Y PPnHIRITrn
0
LTE 07
T
UMTS
Ale,
UMTS
csM
R --j
EGISTERED
ARCHIT T
t'05
THOMAS R. HOLLAND
T
STATE OF WASHINGTON
REN. 02-18-15
00000
LTE
GSM
' ul
\—EXISTING AT&T (1) SURGE
0
SUPPRESSION UNIT TO
REMAIN
f
TRUE NORTH
- b,
EXISTING ANTENNA CONFIGUITATION
6)at&t
mobility
40-00%)
Wkr,irTdwzR-
COMMUNICA rIONS
PACIFIC TELECOM SERVICES,
LLC
C—
NOV 0 9 2015
'I'V'
-or f SERVICES CTR.
C17Y OF EDJWOiVDS
all
�ij0 n
CN
00
M 0
00
0)
Ln
M
z
M
REVISIONS
NO.
DATE
DESCRIPTION
INITAL
A
N/13/14
ISSUED FOR PCD REVILW
CAP
0
05/13/14
SM0 FOR FDIC OMMX=M
VFJR
NOT FOR CONSTRUCTION UNLESS
LABELED AS CONSTRUCTION SET
SHEET TITLE
ANTENNA COWCURATIONS
SHEET NUMBER
R-F-1
0
0
F
R
H
NOTES
1 . LOCAMON OF ANTENNA MUST HAVE CLEAR VIEW OF SOUTHERN SKY AND CANNOT
HAVE ANY BLOCKAGES EXCEEDING 25% OF THE SURFACE AREA OF A HEMISPHERE
AROUND THE CPS ANTENNA-
2. ALL CPS ANTENNA LOCATIONS MUST BE ABLE TO RECEIVE CLEAR SIGNALS FROM A
MINIMUM OF FOUR (4) SATELLITES. VERIFY NTH HANDHELD CPS BEFORE FINAL
LOCATION OF CPS ANTENNA-
3. CPS ANTENNA TO BE MOUNTED A MINIMUM OF 10' AWAY FROM ANY EXISTING CPS
ANTENNA
4. :F MORE THAN (1) PURCELL CABINET (OR RACK MOUNTED LTE BASE BAND UNIT) IS
NSTALLED ON SITE; INSTALL CPS SPLITTER: LUCENT. 408762045, KS245351_10. 1:2
CPS SPLrrrER , ASSEMBLY
.140012 REG17STERED
ARCHIT T
THOMAS R. HOLLAND
T
"'tSTATE OF WASHINGTON
REN. 02-18-15
00000 wo
010-572-20 3.1 kW 24Vdc MODULAR
SWITCHED MODE RECTIFIER
MANUFACTURER: CORDEX
HEIGHT (H)
WIDTH (W)
DEPTH (D)
�EIGHT (LBS)
6.3'
3.4"
11.8*
1 10
91
GPS SPECIFICATION
24:06: SCALE: NOT To SCALEF-8
VERIFY EXISTING CONDITIONS -
ALL MOUNTING ATTACHMENTS AND
HARDWARE SHALL BE VERIFIED BY
ATTACHMENT MANUFACTURER.
A-i
TOP
_U F�CTURER: ALCATEL-LUCENT
Mo 'DEL RRI12�40-071_-DE
.T.
EG
W T
ID
D H
WEI.H'.
. ' . . I LBS
1%1%1
51 4
24:x36: SCAL� TO SCALE 24"x 1 - 1 12: 1:70'
11 x 17 SCALE NQTT TO 'SWCANE I I- 7%C!&E: 4 1 0 :
TWP IN-PRIAT-M rnNTAimpn IN nP r—T-r— nnrijmr� 1� P-PPI-APY MY NAT.- ANY 11- np ni-n-pr nTWFP TWAN TWAT WHIrk
MANUFACTURER: ANDREW
MODEL' SBNHH-lD65C
WEIGHT: 66.14 LBS
DIMENSIONS: 96.0' X 11.85" X 7.1"
FREOUENCY: REFER TO RF DATA SHEET
OEM
Ir 11 ' 85
RF CONNECTOR, TYP
REMOTE ELECTRICAL r_-,_;r
DOWNTILT ACTUATOR. TYP_/ BOTTOM
VERIFY EXISTING CONDITIONS -
ALL MOUNTING ATTACHMENTS AND
HARDWARE SR41 BE VERIFIED BY
ATTACHMENT MANUFACTURER.
VERIFY EXISTING CONDITIONS -
ALL MOUNTING ATTACHMENTS AND
HARDWARE SHALL BE VERIFIED BY
ATTACHMENT MANUFACTURER.
o
TOP
11.52*
FRONT
MANUFACTURER: ALCATEL—LUCENT
MODEL RRH2X60-1900
HEIGHT: 18.90"
WIDTH: 11.52"
DEPTH: 9.05'
WEIGHT: 50 LBS
RRH2x6O—l9OO
SPECIE1 N —
24'x36" SCALE: 1-1/2: 1:-0:[ 3
_11"x`17" SCALE, 3/4 -0
TO rAPPIFR 'FR\ACFS IS 9TRI('TIY PRn�
11.85
MECHANICAL
DOWNTILT
RF CONNECTOR, TYP
REMOTE ELECTRICAL
DOWNTILT ACTUATOR, TYP
VERIFY EXISTING CONDITIONS -
ALL MOUNTING ATTACHMENTS AND
HARDWARE SHALL BE VERIFIED BY
ATTACHMENT MANUFACTURER
o
Id
(0000
TOP
12.00"
MANUFACTURER:
ALCATEL-LUCENT
MODEL:
RRH4X25_WCS
HEIGHT:
31.5"
MOTH:
12.0"
DEPTH:
8.7'
WEIGHT:
70 LBS
7
13.4'
MANUFACTURER: ALCATEL LUCENT
MODEL., 3JR52703AAAA
WEIGHT: PER MANUFACTURER
DIMENSIONS: 96" X 13.4" X 16.5'
FREQUENCY: REFER TO RF DATA SHEET
13.4"
16
13.4"
in
RF CONNECTOR, TYP 16
REMOTE ELECTRICAL
DOWNTILT ACTUATOR
CONNECTION. TYP
BOTTOM
VERIFY EXISTING CONDITIONS -
ALL MOUNTING ATTACHMENTS AND
HARDWARE SHALL BE VERIFIED BY
ATTACHMENT MANUFACTURER. 1�
ELEVATION
MONOPOLE
1 7/8-0 PIPE INCLUDED IN
MOUNTING KIT (#B1841)
RAYCAP DC SURGE
SUPPRESSION UNIT
STANDOFF SS BANDING
16
MECHANICAL
oowmnLT
BRACKET
sm
CONNECTOR,
TYP
` ""'w"I 6
24'x36' $CALE: 1/Z- l'-O"
STANDOFF SS BANDING
1 7/8-0 PIPE INCLUDED
IN MOUNTING KIT (#BlBl
RAYCAP DC SURGE
SUPPRESSION UNIT
PLAN
SURGE SUPPRESSION UNIT MOUNTING
24:06: SCALE: 1:=l:-D: HIB
MOUNTING PIPE
0
MOUNT
21
RAYCAP DC SURGE
SUPPRESSION UNIT
NOTE: TO BE
INSTALLED WITHIN 6
FEET OF RADIO UNIT
48
1� wclliln:
1P.-ii
BRACKET BY
MANUFACTURER
lAl
Wmirr0 Ip
'sTown,
COMMUNICA rIONS
=11
PACIFIC TELECOM SERVICES,
LLC
NOV 0 9 2015
I EVELOPjjr,,aj�T SEi-lv'L;LS CT 3.
CITY OF EDMONDS
04
0
0, 00
m
Ln
a-
Z-
04
Ld
REVISIONS
I
NOT FOR CONSTRUCTION UNLESS
LABELED AS CONSTRUCTION SET
SHEET TITLE
RF & EQUIPMENT DETAILS
SHEET NUMBER
R-F-2
24*,36: S E: �112 1:-.:
": � 1 2-
S= -- -0 2 1. 0. SCHEMATIC (113.0UNDING PLAN
THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURF ANY U�F OR nISCIOSURF OTHER THAN THAT WHICH RELATES TO CARRIER SERVICES IS STRICTLY PROHIRITFn
GROUNDING KEYED NOTES:
NOTE:
ANTENNA/RRH GR
CAD WELD (TYP). SEE DETAIL 2/E-2.
IS TYPICAL FOR A
ANTENNA GROUND BUS BAR NEAR TOP OF MONOPOLE WITH
COAX GROUND KrT. SEE DETAIL 9/E-2 FOR GROUND BAR
CONSTRUCTION, SEE DETAIL 7/E-2 FOR GROUND WIRE
CONNECTIONS. AND SEE DETAIL 6/E-2 FOR COAX GROUNDING.
MONOPOLE GROUND BUS BAR AT BASE OF MONOPOLE. SEE
DETAIL 9/E-2 FOR GROUND BAR CONSTRUCTION, SEE DETAIL
7/E-2 FOR GROUND WIRE CONNECTIONS.
#6 AWG ANTENNA MOUNT GROUND TO ANTENNA GROUND BUS
BAR (TYP OF 6) SEE DETAIL 5/E-2.
GROUND FROM ANTENNA GROUND BUS BAR TO MONOPOLE
GROUND BUS BAR (TYP OF (2) PLACES).
SEE DETAIL 7/E-2.
#6 AWG RRH UNIT GROUND TO ANTENNA GROUND BUS BAR
(TYP OF 9) SEE DETAIL 5/E-2.
NOTE USED.
#6 AWG PURCELL CABINET CABINET TO TIE INTO EXISTING SYSTEM
GROUND RING.
#6 AWG SURGE SUPPRESSION UNIT GROUND TO ANTENNA
GROUND BUS BAR SEE DETAIL 5/E-2.
@#6 AWG TMA GROUND TO ANTENNA GROUND BUS BAR (TYP OF
6) SEE DETAJL 5/E-2.
#6 AWG GROUND FROM MONOPOLE GROUND BAR TO TIE INTO
EXISTING MONOPOLE GROUND RING (TYP OF (2) PLACES)
@ CONTRACTOR SHALL VERIFY EXISTING CONDITIONS WITH
PROVISIONS FOR (2) #2 AWG BARE TINNED GROUND LEADS FROM
MONOPOLE MGB TO TOWER GROUND RING
>40 12 R
EGISTERED
ARCHIT CT
-`tTHOMAS R. HOLLAND
T
STATE OF WASHINGTON
REN. 02-18-15
WW-00 ww
GROUNDING NOTES & LEGEND
GENERAL GROUNDING NOTES
1. ALL DETAILS ARE SHOWN IN GENERAL TERMS. ACTUAL INSTALLAT10N
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 M
SURFACE MOUNTED BUS BARS. FOLLOW ANTENNA AND STS
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/rHWN. ALL GROUND WIRE SHALL BE GREEN INSULATED
WIRE ABOVE GROUND.
4. CONTRACTOR M VERIFY AND TEST GROUND TO SOURCE. GROUNDING
AND OTHER OPERATIONAL TESTING WILL BE WITNESSED BY AT&T
MOBI LffY 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 13Y
AUTHORIZED AT&T MOBIUTY REPRESENTATIVE, PRIOR TO INSTALLATION
OF GROUNDING SYSTEM. PHOTO DOCUMENT ALL CADWELDS AND
TRUE NORTH GROUND RING
— . . 1-1 "
7. NOTIFY CONSTRUCTION MANAGER IF THERE ARE ANY DIFFICULTIES
INSTALLING GROUNDING SYSTEM DUE TO SITE SOIL CONDITIONS.
GROUNDING ROD NOTES
SYMBOL
DESCRIPTION SYMBOL DESCRIPTION
(WHERE WP-9636T)'
1. ELECTRICAL CONTRACTOR SHALL ORDER GROUND RESISTANCE
TESTING ONCE THE GROUND SYSTEM HAS BEEN INSTALLED; A QUAIJFIED
0 COPPER GROUND ROD TEST WELL
INDrVIDUAI, UTILIZING THE FALL OF POTENTIAL METHOD SHOULD
PERFORM THE TEST. THE REPORT WILL SHOW THE i7dCATION OF THE
0
CADWELD CONNECTION GROUND BAR
TEST AND CONTAIN NO LESS THAN 9 TEST POINTS ALONG THE TESTING
LINE, GRAPHED OUT TO SHOW THE PLATEAU.
0
SIDE SPLICE CADWELD
2 2-POINT GROUND TEST OR 3-POINT 62% TESTS WILL NOT BE
A*CCEPTED AS ALTERNATIVES TO THE AFORE MENTIONED GROUND TESTS.
TEST SHALL BE PERFORMED WHILE THE COUNTERPOISE IS ISOLATED
FIELD VERIFY & TIE INTO EXISTING GROUNDING SYSTEM
FROM THE A/C SYSTEM GRIDS AND EXISTING COMMUNICATIONS FACILITY.
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REVISIONS
NO.
DATE
DESCRII ON
INITIAL
A
04/18/141
ISSUED FOR PCID REIAEW
GAP
0
05/13/14
SSMUMED oot�
WJR
NOT FOR CONSTRUCTION UNLESS
LABELED AS CONSTRUCTION SET
SHEET TITLE
SCHEMATIC GROUNDING PLAN
SHEET NUMBER
E-1
4072 REGISTERED
ARCHIT CT
TH
THOMAS R. HOLLAND
�tSTA o5
STATE OF WASHINGTON
NOT USED
NOT USED[1_4
NOT USEDFI_3
REN. 02-18-15
NOT USED
24'.36" SCALE: NOT TO SCALE
15
24�x36: SCALE: NOT TO SCALE
24:x36: SCALE NOT TO SCALE
24:06: SCALE: NOT TO SCALE 12
11 17' SCALE: NOT TO SCALE
11 17 SCALE, NOT TO SCALE
11 x17 SCALE NOT TO SCALE
11 xl 7 SCALL NOT TO SCALE
COAXIAL GROUND KITS W/ LONG BARREL
NOTE COAT ALL MECHANICAL CONNECTIONS
INS
COMPRESSION DOUBLE LUGS. ATTACH TO
WITH: NOOX" OR APPROVED EQUAL
GROUND BAR & INSTALL BY ANTENNA
CONTRACTOR
FO-1
COPPER GROUND BAR.
0
INSTALLED BY GENERAL CONTRACTOR
0000 0 0
0
0 0 0 0 0 0 0000
000 0 0
0 0 0 0
0
0
0 000
0 0 0 0 0 0 0
o
00 0 0 0 0
0
0 0 0 0 0 0 Ao
0
0
24'
11
FIELD VERIFY
SOLID BARE TINNED
NOT USED
NOT USE
QFlo
COPPER WIRE CADWELD
GROUND BARI
NOT TO SCALE
SCALE: NOT CALE
24:06 TO S
24:x 6" SCALE: NOT TO SCALE
3
24"06" SCALE:
l"xl7" SCALE: NOT TO SCALE
:
11 17 SCALE: NOT TO Sc�'
11 X1 7" SCALE: NOT TO SCALE
#6 AWG FROM ANTENNA
TO ANTENNAS
CABLE GROUND KIT
ANTENNA CABLE
COPPER GROUND
120' MAX.
0
TX1/RX1
"RX2 TXI/RX1"
RX2 WEATHERPROOFING
BAR ON WALL, ICE
BRIDGE, FLOOR OR
ON ANTENNA TOWER
WEATHERPROOFING KIT
COAX JUMPER
(TYP-) UMPER
GROUND KIT (TYP.)
(SEE NOTE 3)
CABLE GROUND KIT
CONNECTOR
, #6 AWG
#6 AWG STRANDED COPPER
WEATHERPROOFING
SEE NOT
KIT (TYP. E V2
GROUND WIRE (GROUNDED TO
ISOLATE FROM TOWER HALO
GROUND BAR). SEE NOTE 1 & 2
./ #2 TO LOWERTOWER BUS
'BAR
CABLE CONNECTOR
-TWO HOLE LUG, OR
NOTES
NA CAB
ANTENNA CABLE
COPPER ANTENNA GROUND
EXOTHERMIC WELD TO BE
TH #2 AWG BCW TO
USED WI "-GROUND
l.Do NOT INSTALL CABLE GROUND KIT AT A
BEND AND ALWAYS DIRECT GROUND WIRE
U'PMENT (TYP
TO EQUIPMENT (TYP.)
BAR. WITH INSULATORS.
BONDED DIRECTLY TO TOP OF
BUILDING SERVICE GROUND CONDUCTOR SHALL
OR GROUND RING BE ELIMINATED WHEN
DOWN TO GROUND BAR.
MONOPOLE OR UTILITY POLE
TO GROUND RING
GROUND BAR IS
2.GROUNDING KIT SHALL BE TYPE AND PART
NUMBER AS SUPPLIED OR RECOMMENDED
NOTES,
ELECTIRCALLY BONDED TO
BY CABLE MANUFACTURER.
Do NOT INSTALL CABLE GROUND KIT AT
A BEND AND ALWAYS DIRECT GROUND WIRE
NOTE, MErAL TOWER/MONOPOLE
DOWN TO ANTENNA GROUND BAR.
GROUND BARS AT BOTTOM OF TOWERS/MONOPOLES STRUCTURE
3.WEokTHER PROOFING SHALL BE TWO-PART TAPE
KIT. COLD SHRINK SHALL NOT BE USED.
SHALL ONLY USE EXOTHERMIC WELDS.
WEATHER PROOFING SHALL BE TWO-PAffr
TAPE KIT. COLD SHRINK SHALL NOT BE USED.
NOT USED
GROUND WIRE INSTALLATIONF-7
CABLE GROUND
KIT CONNECTIONF-6
GROUND CABLE CONNECTION[—,
24 S
SCALE: NOT TO CALE
8
24:06: SCALE: NOT TO SCALE
24'.36' SCALE NOT TO SCALE
24:x36: SCALE: NOT TO SCALE
1 :x36:
1 xl 7 SCALE: NOT TO SCAI E
1 S
1 07 CALE, NOT TO SCALE
11 SGAI F
11 xl 7 SCALE: NOT TO SCALE
TYPE TA
qq
11
Z��t
TYPE
TYPE VB
TYPF PT
TYPE GT
TYPE GR
TYPE GIL
NOT USEDF41
NOT USEP
NOT USED[—,
CADWELD
GROUNDING
CONNECTIONS
24"x36' SCALE: NOT TO SCALE
24:06" SCALE: NOT TO SCA
3
2
24 x36' SCALE: NOT TO SCALE
:x
24 x36:
:X,7
NOT TO SCALE
1 I"xl 7" SCALE: NOT TO SCALE
I I x 17- SCALE: NOT TO SCA
SSCALE-
1 CALE
NOT To SCAI E
11 17" SCALE: NOT TO SCALE
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REVISIONS
NO.
DATE
DESCRIPTION
INITIAL
A
D4/15/14
ISSUED FOR PCD REVIEW
GAP
0
M/13/14
ISM FOR FW OX6nWnDN
WJR
NOT FOR CONSTRUCTION UNLESS
LABELED AS CONSTRUCTION SET
SHEET TITLE
GROUNDING DETAILS
SHEET NUMBER
E-2
THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CARRIER SERVICES IS STRICTLY PROHIBITED.
I
aEZ:; T
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2. XEA POYIER AND -V14cm. qa!=Sq -0
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5E=_ NOTE; ASOVE
SEE NOTE 2 A50VE
A -I
SURVEY 4CINT 1033
I ANrEI04A PLATFORM EXISTING POWEq POLE, rYP.
OF E T. Sk�LOING
'0'
TO P-ROPERT- �..NE 19 S* A.C.L., 7YP.
v I FOUND BAR & ZAP
jiLLECISLE
00 'EXISTIW7
-1XISTINC LANDSCAPE ARE�'
PAPXIN.5
0)
'�;w S
tXISTING CHAIN LINK ;1NCE
217* 0" E7BA4rK -
' A ENKA PLAIFORM
NT"
TO PROP�VZ7' LINE
00100- 'es CATCH/ SASN
'R
So* 46,
& -E 3E�!LH�tAF?
31
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!0
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U of 1!,Lp
.0tiG 6INC 0
-'s
SUC ap
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EXISTING Cr to AT
71RE HYDRANT
SE� NOTE 2,.'
?
S88'46'57:%- =CO
07
3 . a'
\240TH STREET SW
-- - - - - - - - - - -
-------------
�!E;-EAD
ANO w-E�-CNE LiNES
SITE PLAN
SCALE : 1*-20*-0* (Tr ?
.CODE DATA
1. SIZE OF PWtgT SITE-.
R QUiPMENr
FOR ACCESS EASEuE,4r
TOTAL
2. EXISTING ZVNG OF SITE,
I PREVIOUS PERMITS:
4. VALUATION OF PROjECT:
ESTIMATED CONSTRUCTION '�OS:
SITE WORK, ACCESS & PENCE
ANTENNA SUPPORT SrRUC.
TOTAL
S. PARKING STALLS;
6. QFSQ4ArEQL.ZNS1TIVE AREAS:
N/A
7 PRInionsro Usp.
COMMUNICA11ONS FACUrY
8, EXISTING SUILDINCS ON grE-
I STORY 8USI.ES;
9. BREAKDOWN Or USES:
COMMUNICATIONS FACILITY
10.
USC _'CCUPANCY OF PROPOSED '.JSE:
4!6 1 SF
4/A
NONE (UNMA.14NEO rAC1,Ury)
?I.
CODE USED ;OR -HIS wORK.
1997 USC
12,
FIRE -ROrECnON-
N/A
13.
ENERCY CODE COMPLIANCE -
NIA
14.
WIND DESIGN --�XPOSURE:
80 MPH. EXP. C
15.-SCIL
SEARINC CAPACITY:
N/A
16. FIRE PROTECTION ENGINEERS STAMP:
f7, NEW ;YPERNAOUS COVER,
416 SF
VICINITY MAP
4 SITE--\
,:- t it
238TH ST. To
14orw St..
Mw ZwrH
Tr TH
ALL C3NS_-RUCrON %-MLL BE OONE -.4 ACC=R0-CZ- M�,
ALL APOUCABLE CODES AND OROm"CES. r 1
2. F-ELO *x-Rw*f ALL OruENstams * ,mmoinams aqirR �ji C AND
4OTIFY ARCHITECT
aEr_4NlNc ccNs-.Ruc7!C%. . OF wo OANCES.
I 4"tENNA CABLE RDU.-,NO 1S SCHEMArtr_ CONTRACTOR -0
3E--LRUNE MOST MOT 41Otj'.lNC AS APP90YED 3� O�Ms. .
4. ALL S`iEEL --XPOSE,3 -0 'KArHER SHALL BE :ALvAmZ-_O-
S. SUPOCRT STRUCTU'RE WECHANICAL. AND �L_41CAL
SYSTEMS SHALL BE :E9CNEO rCR �ACH :NS'ALLA7!CN STE
W COMPLIANCE AIIrk '997 *j8C ANIi ALL LOCAL. -
APPLICABLE COOES. AhICHEVER �S MOST :tES-.4lC7!VE.
S. REMOVE ALL BURRS AND BREAK ALL SHARP S�:CES.
7. ALL COAXJAL CA13LE CONNECTORS AND TRANSMIiR -CUIPMENT SHAU
BE AS SPEOPEO BY -HE mRELESS COMPANY AND :S -40T wNCLUDEO !N
THESE CONSTRUCTION OCCUMENM CONTRACTOR SHALL URNISH ALL
CONNECTION HAROwARO SHALL BE StALNLESS S-,E---- :OR AS APPROVED
By WIRELESS COMPANY.
TRENCH LOCATION 940VO is APPROMMATE. PRIOR '0 CONSTRUCTION.
CONTRACTOR SHALL MARK PROPOSED LOCATION -OR nvIEW
AND APPROVAL BY 2ROPERrY OWNER. SAWCLIr -XISTING ASPHALT
AS JEOUIREO AND 2A`C_� TO MATCH EXTSTINQ ;VOO ROOT
STRUCTURE Of EXISTING SHRUBS AND 7REES. REMOVE AND RELOCATE
SHRUBS AND '.REES AS mECESSARY PER OWNER MwqOVAL FOR
LACEMEtIr OF TRENCH.
CONCRETE NOTES:
1. ALL ZCNCREM SHALL BE MADE -RCM TYPE 2 �ZYE47 AND SHALL
�4AVE A MINIMUM i;L!'.MA7- :CuPqESSvE STRE4C-� ZF .5CC PS
At 23 �AYS. MAXIMUNI SIZE 7 ACCRECArE 3�'ALL 40'. -XCEfO
J/4" SLUMP '0 2* '0 5' SUBMIT %Nx OESCN.
2. ALL _'CNCRVE SHALL BE =45CLOATED By .4-.LR'iAL *ABRA7!.CN
4 ACCORDANCE "'.54 A C.. STANDARDS 1ECCMUENCE-3 �RAC%E
FCR =11SOLOA71ION OF ZZ.4CRE.
I ALL ::OLD MEATIHER/4CT 4EAtHER CONCRETE kACEVE4-1 SHAL
BE 4 ACCOROANrZ Al!'M AC.L S7ANOARCS.
4, ASSUMED SOL 3EARINC -RESSQRE 7 2OG0 PSF 2EARNC SOIL
'0 BE UNDISTURBED %A_.U.RAL SOIL OR :DUPA=,' STRUCIURAL
'LL AS APPROVE-0.
5. AL' 4EW SOIL AND SAhO NOE4 rOUNDATION OR SLAB SHALL BE
:CUPAC�EO 41NIUUW 95% 'VR ASTU -)!557.
6. -.;NCEq r1UNOA-tCN/SLA9 ALL --1(1SrNG ',E:E7A7'.C.% 5 73 BE qEuCvEO
'0 A :E>rH OF S' BE, Zw :RAUE.
E;�T�E-NFCRC2,_NC STEEL BE ASTM A6:5 :RACE -0 3ARS.
AS-14 A!35 STEEL MES� �ALSO 3E- SPE,::F,CA�CSS*.
DOCUMENT REVIEW/APPROVALS
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DATE
jIMCG - i-LIP
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PROP. OWNER
OA-,
D A 7-
SAM 4MA0AR
23931 11CHIA- 19
EDMONDS. NA ;SC26
'2C4) 3
-a-a-.39
Alr-t-LIIII-AINI F_
C�. APIRELEM OF 7HE -ACFIC
25 40 VE 4E
Sul M. 201
_x'__ acos
(425) *3
CONTACT: CONTACT:
I 4PP' ICA TIMN
U CONS147NC ;ROUP. ..4C.
-'M ZCNSL1L71NC CROUP. !NC.
:2828 40R"�UP -AY
12a2a 4ORTHUP 'NAY
SUI TE 301
SuIrE -101
RELLZVUE. NA ;8COS
3ELL-&E. NA 10005
382-?.72
'A257
1 882-7481
SITE ADDRESS:
W&M BALLOONS JC PARTY SLIPPLES
23931 HICkWAY 99
EDMONDS. WA 38026
PROJECT DESCRIPTION:
INSTALLATION OF AN UNMANNED WRELESS COMM1,NICATION FAC:UrY:
'CNS1SrINC OF 4ADIO EQUIPMENT LOCATED AT VADE LEVEL
AND (3) AN7414A SECTjRS AI-,H A MAXIMUM OF CA) ANTENNAS
PER SEC'-CR. _OwEO AT TOP OF 'tEW 60' S-,E---L MONOPOLE.
PROJECT INFO:
CCNS7RUCT:ON
OCC1UPA"CY-.
NO. OF STORIES.
TAX PARCEL '40, 4519-002-015-04-al
BUILDING :DOE: 1997 u8C
AiRISDICTION: CITY OF EDMONDS
ZONNG. GC
ACqEACE: 0.5
LEGAL DESCRIPTION
14Ar -IORTION OF _07S 15 AND -5. 31.00C 2, rRUITLANO ACRES '0 -AKE 3A NCEq.
ACCCOCNO '-' --' :'-A: 7HERE-Y RECORDED , A)LLME !0 OF 2LATS. 2ACELl"j7.
1ECOROS 0' D-O��CWISH OUNty. #ASHN(:TCN"OESC;h9E3 is -OU.CWS.
BEC�4NINC A.' -44t 4!�qSEC!ON Y -kE Sotjj� .1NE Y SAO or !s AND �41E TAS7;L1
UK ;f J.S. 39: C: �AS,EqLr ALONG 7�E SOUTH ME OF SAO OTS 15 AND *6 A
0IS7ANC: 7 �'Oc
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�XCEP7 NAT, -Cq7Cs -�.EREOF :3NvEYE3 '0 7HE STA-.E OF #ASHING"ON 3y OE-o
RECORDED U%CEI qE-.OR0.'-NG 40. 1539846.
S1'.0 A M 4 _E OF 940HOMIS14. STAiE OF WAS-INCTON.
PER ITLE IEPCRT "qCVOEO BY -ARCREEN ITL :OUPkNy. NC.
DRAWING INDEX
Z'_AN AND ZENERAL NF._RMA;CN
C-:
?'_ANS AND :_`_z'VA7L'%
A-2
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GROUNDING O!-AN
RECEIVED
SEP 2 4 1998
PERMIT COUNTEIP,
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site name:
LAKE BALLINGER
MEDAWAR PROP.
Sheet title :
NOTES AND
DETAILS
Shoat no. :
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2821 'ACRNUP. SUME '^0
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205- '39-5000
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F-,ajcct title
sife no: WA035f
sife name:
LAKE BALUNGER
MEDAWAR PROP.
Sheet tltl* :
EQUIPMENT
GROUNDING
PLAN
IS oft 'G. :
Is E-2
I Evil
All changes in plans and field
modifications shall be approved by
the local jurisdiction. The design
professional shall prepare drawings as
required for approval.
City of Edmonds Building Division
IBC 107.4
APPROVED PLAN-1
PR.OJECT INFORMATION
at&t
mobilih
CITY OF
BUILDING
WORK -Th U-L'0�
ADDRESS
OWNER
APPROVED
BLDG. OF
LAKE BALLINGERI-
WA358
ra=23931 HWY 99
DMONDS, WA 98026
PROJECT DESCRIPnON:
AT&T PROPOSES TO MODIFY AN EXISTING UNMANNED TELECOMMUNICATIONS FACILITY BY REMOVING (5) EXISTING ANTENNAS AND ADDING
(6) LTE PANEL MTENNAS (2 PER SECTOR). (9) FIRM UNITS (2 PER LTE ANTENNA). AND (1) SURGE SUPPRESSION UNIT MOUNTED
NEAR FIFTHS TO MOUNTING FRAMF- AT&T ALSO PROPOSES TO INSTALL NEW LTE EQUIPMENT IN AN EXISTING SHELTER
APPLICANTO
AT&T MOBILITY
PROPERTY OWNER:
ShMIR MEDAWAR
RTC BUILDING 3
1155 N. 130TH ST
16221 NE 72ND WAY
SEATTLE. WA 98138
REDMOND, WA 98052
CONTACT- SAMIR MEDAWAR
PH: (206) "3-3232
CODE INFORMnON:
ZONING CLASSIFICATION: GC (GENERAL COMMERCIAL)
MWER OWNER
BUILDING.CODE. 2012 ISC
AT&T MOBILITY
RTC BUILDING 3
CONSTRUCTION TYPE. IIB
16221 NE 72ND WAY
REDMIND, WA. 98052
OCCUPANCY: S-2
JURISDICTION: CITY OF EDMONDS
CURRENT USE. TELECOMMUNICATIONS FACILITY
TEAM LEAD&
PROPOSED USE. TELECOMMUNICATIONS FACftJTY
WESTOWER COM UNICA71ONS
INEET,
7525 SE 24TH SUITE 500
MERCER MAND. WA
CONTACT., ANGIE PRETTY
SITE LOCATION& (BASED ON NAD a3k.
PH: (425) 941-5941
LATITUDE, 47 46- 54.3" N (47.781775)
LONGITUDE: 127 20' 37.8996" W (-122.3438611)
SITE ACOUISITION:
PACIFIC TELECOM SERVICES. LLC
TOP OF STRUCTURE AGL- 5r-O'
506 2ND AVENUE. SUITE 210
BASE OF STRUCTURE AMSL* *431'-0*
SEATTLE. INA 98056
CONTACT: JOSHUA ROBERTS
PH: (206) 342:-6382
PARCEL NUMBER (S)e
00451900201504
CONSTRUCTION MANAGER:
WESTOWER COMMUNICATIONS
7525 SE 24TH STREET. SUITE
MERCER si-MO, WA
CONTACT, STEVEN EVENSON
PH: (425) 301-4633
C4 -tl L6-%-t�E�
GENERAL INFORMAMONE
': PARKING REOUREMENTS ARE UNCHANGED.
2 TRAFFIC IS UNAFFECTED.
PKOJECT TEAM
PROJECT ARCHITECT
THOMAS R. HOLLAND. AIA
PROJECT CONSU
WESTOWER
PACIFIC TELECOM SERVICErh LLC
7525 SE 24TH STREET. SUITE 500
506 SECOND AVE. SUITE 210
MERCER ISLAND. WA SW40
SEATTIZ WA 98104
PH: (206) 819-4727
CONTACT ZA04ARY NESCODA
PH: (206) 342-6383
EMAIL' ZNESGODAGPTSWA-COM
VICINITY MAP
23.2,�q 01 W
4-03r�ipl 5 W
2?4#t St S%y
-234!LhPISW;�
2 3(Ah St sv�."-�
.'236th St SW,%
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-N 205th
N
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.105,th-St--.
SC
14 20j,d St
N 2.02nd 51
N 201rd �t
131.
DIUVING DIR-ECTIONS
START FROM REGIONAL OFFICE:*
DEPART NE 72ND WAY TOWARD 164TH AVE NE<
0.1 MI,
TURN RIGHT ONTO 164TH AVE NE. AND THEN IMMEDIATELY TURN RIGHT ONTO BEAR CREEK PKWY
0.4 MI
TURN LEFT ONTO LEARY WAY NE
0.1 MI
ROAD NAME CHANGES TO NE LEARY WAY
0.2 MI
TAKE RAMP RIGHT FOR SR-520 WEST MWARDSEATTLE
11.8 MI
TAKE RAMP RIGHT FOR 1-5 NORTH TOWARDVANCOUVER BC
9.5 MI
AT EXT 177, TAKE RAMP RIGHT FOR SR-104 WEST / 244TH ST SW WEST
TOWARDEDMONDS / IGNOSTON FERRY
0.7 MI
KEEP STRAIGHT ONTO SR-104 / NE 205TH ST / 2"TH ST SW
1.0 MI
KEEP RIGHT TO STAY ON SR-104 WEST / EDMONDS WAY
0.2 MI
TAKE RAMP RIGHT FOR SR-99 NORTH TOWARDLYNNWOOD EVERETT
0.2 MI
TURN RIGHT ONTO SR-99 / HIGHWAY 99<
0.1 MI
ARRIVE AT 23931 SIR 99, EDMONDS. INA 98026
APPROVAL
DATE
SIGNATURE
APPROVAL
DATE
SIGNATURE
RF ENGINEER:
LANDLORD:
RF MANAGER:
SITE ACQUISITION:
OPPS MANAGER.
ZONING AGENT:
CONSIIR MANAGER:
PROJECT MANAGER:
NSE1 MANAGER:
ICONSTR MANAGER:
TRANSPORT.
EQUIP ENGINEER:
COMPLIANCE:
REVIEWERS SHALL CLEARLY PLACE INITIALS ADJACENT TO EACH RECLINE NOTE AS DRAWINGS ARE BEING REVIEWED
EDMONDS
DR -AWING INDEX
?i0.P2WTARY INFORMATION
INFORMATI CONTAINED IN THIS SET OF
MAT' a
TRUCTION MENTS IS PROPRIETARY BY NATURE.
USE OR DI GLOSURE OTHER THAN THAT WHICH
rES TO NMR SERVICES IS STRICTLY PROHIBITED.
FINAL
6TR-1-ICTION M
R-AWINGS M
IER 05-14-2014
SHEET
IDESCRIPTION
T-1
TITLE SHEET
G- I
GENERAL NOTES
G-2
GENERAL NOTES & SYMBOLS
A -I
SITE PLAN
A-2
EXISTING EQUIPMENT PLAN
A-3
PROPOSED EQUIPMENT PLAN
A-4
EXISTING & PROPOSED SOUTH ELEVATION
A-5
CONSTRUCTION DETAILS
RF-I
ANTENNA CONFIGURATIONS
RF-2
RF & EQUIPMENT DETAILS
E-I
SCHEMATIC GROUNDING PLAN
-E-2
GROUNDING DETAILS
ENGINEER
-APf?Fq),VE4
R-FDS V2.0
03/09/2014
LEGAL DESCP.IPTION
THAT PORTION OF LOTS 15 AND 16, PRUTTLAND ACRES
TO LAKE BALLINGER. ACCORDING TO THE FLAT THEREOF
RECORDED IN VOLUME 10 OF FLATS, PAGE 67, RECORDS
OF SNOHONISH COUNTY, WASHINGTON. DESCRIBED AS
FOLLOWS:
BEGINNING AT THE INTERSECTION OF 114E SOUTH LINE OF
SAID LOT 15 AND THE EASTERLY LINE OF O.S. 99:
THENCE EASTERLY ALONG THE SOUTH LINE OF SAID LOTS
15 AND I S. A DISTANCE OF 200 FEET: THENCE
NORTHERLY AT RIGHT ANGLES, 100 FEET, THENCE
WESTERILY PARALLEL TO SAID SOUTH LINE TO SAID
EASTERLY LINE OF U.S. 99; THENCE SOUTHWESTERLY
ALONG SAID EASTERLY LINE TO THE POINT OF BEGINNING:
EXCEPT THAT PORTION THEREOF CONVOYED TO THE STATE
OF WASHINGTON BY DEED RECORDED UNDER RECORDING
NO. 16398".
4072 R
EGISTERED
ARCHIT T
tTHOMAS R. HOLLAND
T
SZTE OF WASHINGTON
REN. 02-18-15
60111100 11110
DIVISION
NOTED
ABBR-EVIATIONk)
)
r I
A/C
AIR CONDITIONING
HORZ
AORIZONTAL
PLYWD
PLYWOOD
AGL
ABOVE GROUND LEVEL-
HR
HOUR
PROJ
PROJECT
APPROX
APPROXIMATELY
HT
HEIGHT
PROP
PROPERTY
WAC
HEATING
PT
PRESSURE TREATED
BLIDG
BUILDING
VENTILATION
BILK
BLOCKING
AIR CONDITIONING
REQ
REQUIRED
RF
RADIO FREQUENCY
CLIG
CEILING
ID
INSIDE DIAMETER
RM
ROOM
CLR
CLEAR
N
:NFO
:NCH
RO
ROUGH OPENING
COAX
COAXIAL CABLE
NFORMATION
FIFTH
REMOTE RADIO HEAD
CONIC
CONCRETE
INSUL
INSULATION
CONST
CONSTRUCTION
INT
NTER OR
10
iNTERNA
SKIT
SHEET
cow
CONTINUOUS
18C
TIO MAL
Sim
SIMILAR
BUILDING CODE
SPEC
SPECIFICATION
DBL
DOUBLE
SF
SQUARE FOOT
CIA
DIAMETER
LOS
POUNDS
SS
STAINLESS STEEL
DING
DIAGONAL
LIE
LONG TERM EVOLUTION STL
STEEL
ON
DOWN
STRUCT
STRUCTURAL
DET
DETAIL
MAX
MAXIMUM
STID
STANDARD
DWG
DRAWING
MECH
MECHANICAL
SUSP
SUSPENDED
MTL
METAL
EA
EACH
MFR
MANUFACTURE
THRU
THROUGH
ELEV
ELEVATION
MGR
MANAGER
TNNG
TINNED
ELEC
ELECTRICAL
MIN
MINIMUM
TYP
TYPICAL
EQ
EQUIP
EQUAL
EQUIPMENT
MISC
MISCELLANEOUS
LIND
UNLESS NOTED
EXT
EXTERIOR
NA
NOT APPLICABLE
171MCEFIVIE
NIC
NOT IN CONTRACT
VERT
VERTICAL
FIN
FINISH
NIS
NOT TO SCALE
VIF
VERIFY IN FIELD
FLUOR
FLR
FLUORESCENT
FLOOR
0C
ON CENTER
W/
WITH
OCT 15 2W
FT
FOOT
OD
OUTSIDE DIAMETER
W/o
WITHOUT
WP
WATER PROOF
GA
GALY
GAUGE
GALVANIZED
OEVELOPMENT SE1
GC
GENERAL CONTRACTOR
GRIND
GROUND
COUNTER
at&t
mobility
WA9;OMW'JffR- I
COMMUNICATIONS I
PACIFIC TELECOM SEIMCES,
LLC
00
Lr)
"1
A z
rn 0
4
REVISIONS
W
DATE
5E scFaRnoN
04MAL
A
04/tOP4
ISSUED FOR PCO REAEW
GAP
0
DVW14
IMM FM RVIL C01106AM
VUR
NOT FOR CONSTRUCTION UNLESS
LABELED AS CONSTRUCTION SET
SHEET TITLE
TITLE SHEET
SHEET NUMBER
1:S T
THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO
PROHIBITED.
GENERAL NOTES:
1. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT AND NETWORK CARRIER OF ANY
ERRORS I OMISSIONS. OR INCONSISTENCIES AS THEY MAY BE DISCOVERED IN
PLAN% D&�jMENM NOTES. OR SPECIFICATIONS, PRIOR M STARTING
CONSTRUCTION INCLUDING. BUT N(Tr LIMITED BY. DE)VOLITION. THE
CONTRACMR SHALL BE RESPONSIBLE FOR CORRECTING ANY ERROR, OMISSION,
OR INCONSISTENCY AFTER THE START OF CONSTRUCTION WHICH HAS NOT BEEN
BROUGHT TO THE ATTENTION OF ARCHITECT AND NETWORK CARRIER
CONSTRUCTION PROJECT MANAGER AND SHALL INCUR ANY EXPENSES TO RECTIFY
THE SITUATION. THE MEANS OF CORRECTING ANY ERROR SHALL FIRST BE
APPROVED BY ARCHIrTECT AND NETWORK CARRIER CONSTRUCTION PROJECT
MANAGER.
2- PRIOR M THE SUBMISSION OF BIM CONTRACTORS INVOLVED SHALL VISIT THE
JOB SITE M FAMILIARIZE THEMSELVES WITH ALL CONDITIONS AFFECTING THE
PROPOSED PROJECT. CONTRACTORS PRIOR M THE COMMENCEMENT OF
CONSTRUCTION AND THE CONTRACTOR HAVING BEEN AWARDED THIS PROJECT
SHALL VISIT THE CONSTRUCTION SITE WITH THE CONSIRUCTION/CON'TRACT
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 ARCHTTECT/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 IKE JOB ARE NEVERTHELESS CAU71ONED THAT MINOR
OMISSIONS OR ERRORS IN THE DRAWINGS AND OR SPECIFICATIONS SHALL NOT
EXCUSE SAID CONTRACTOR FROM COMPLETING THE PROJECT AND IMPROVEMENTS
IN ACCORDANCE WrTH IKE NETWORK CARRIER PROJECT SCOPE AND THE INTENT
OF THESE DOCUMENTS. THE BIDDER SHALL BEAR THE RESPONSIBILITY OF
NOTIFYING (IN WRITING) THE ARCHITECT/ENGINEER OF ANY CONFLICTS. OMRS.
OR OWSSIONS PRIOR M. SUBMISSION OF CONTRACTOR'S PROPOSAL IN THE
EVENT OF DISCREPANCIES THE CONTRACTOR SHALL PRICE THE MORE COSTLY OR
EXTENSIVE WORK. UNLESS DIRECTED OTHERWISE.
4. DRAWINGS ARE NOT M BE SCALED DUE TO DISTORTIONS RESULTING FROM
MULTIPLE REPROGRAPHIC COPIES. WRITTEN DIMENSIONS TAKE PRECEDENCE
OVER SCALES SHOWN ON PLAM.
5. OWNER. CONTRAC11DR. AND NETWORK CARRIER REPRESENTATIVE SHALL REVIEW
AND CONFIRM THAT PROJECT SCOM DESIGN INTENT AND UTILITY COORDINATION
ITEMS ARE INCLUDED IN THE DRAWINGS AND SPECIFICATIONS PRIOR M THE
START OF CONSTRUCTION.
6. THE CONTRACTOR 94ALL RECEIVE WRITTEN AUTHORIZATION FROM NETWORK
CARRIER REPRESENTATIVE TO PROCEED WITH CONSTRUCTION PRIOR TO STARTING
WORK ON ANY ITEM NOT CLEARLY DEFINED BY THE CONSTRUCTION
7. DRAWINGS/CONTRACT DOCUMENTS.
THE CONTRACTOR SHALL PERFORM WORK DURING OWNER'S PREFERRED HOURS
M AVOID DISTURBING NORMAL BUSINESS OR TENANTS.
IL THE CONTRACTOR SHALI. PROVIDE NETWORK CARRIER PROPER INSURANCE
CERTIFICATES NAMING NETWORK CARRIER AS ADDITIONAL INSURED. AND PROVIDE
NETWORK CARRIER PROOF OF LICENSE(S) INCLUDING PE & PD INSURANCE.
9. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE PROJECT DESCRIBED IN
THE CONTRACT DOCUMENTS. THE CONTRACTOR SMALL BE SOLELY RESPONSIBLE
FOR ALL CONSTRUCTION MEANS. METHODS. TECHNIQUES, SEQUENCES, AND
PROCEDURES FOR COORDINATING ALL PORTIONS OF THE WORK UNDER THE
CONTRACT.
10. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS ACCORDING M
MANUFACTURER'S/VENDOR'S SPECIFICATIONS UNLESS NOTED OTHERWISE OR
WHERE LOCAL CODES OR ORDINANCES TAKE PRECEDENCE. .
IT. ALL WORK PERFORMED ON THE PROJECT ALONG WITH ALL MATERIALS INSTALLED,
94MI COMPLY IN STRICT ACCORDANCE WITH ALL APPUCABLE CODES.
REGULATIONS, AND ORDINANCES. CONTRACTOR SHALL LIKEWISE ISSUE NOTICE
TO ALL SUB--CONTRACMRS TKAT THEY SMALL COMPLY WITH ALL LAvv%
ORDINANCES, RULES. REGULATIONS AND LAWFUL ORDERS OF ANY PUBLIC
AUTHORITY, MUNICIPALITY. UTILITY COMPANY AND LOCAL/STATE JURISDICTION&
CODES BEARING ON THE PERFORMANCE OF THE WORK.
12. A COPY OF THE GOVERNING AGENCY ISSUED AND APPROVED PLANS SHALL BE
KEPT IN A PLACE SPECIFIED BY THE GOVERNING AGENCY. AND BY LAW. SMALL
BE AVAILABLE AT THE JOB SITE FOR INSPECTION AT ALL TIMES. THE ORIGIN&
PERMIT SET PLANS ARE NOT M BE USED BY THE WORKMEN. ALL
CONSTRUCTION SETS SHALL REFLECT THE SAME INFORMAT10N AS GOVERNING
AGENCY APPROVED PLANS. THE CONTRACTOR SHALL ALSO MAINTAIN ONE SET OF
PLANS, IN GOOD CONDITION. COMPLETE WrTH ALL REVISIONS. ADDENDA. AND
CHANGE ORDERS ON THE PREMISES AT ALL TIMES UNDER THE DIRECT CARE OF
THE SUPERINTENDENT. THE CONTRACTOR SHALL SUPPLY THE NETWORK CARRIER
CONSTRUCTION PROJECT MANAGER WITH A COPY OF ALL REVISIONSN ADDENDA.
AND/OR CHANGE ORDERS AT THE CONCLUSION OF THE WORK AS A PART OF
THE AS -BUILT DRAWING RECORDS.
13. THE STRUCTURAL COMPONENTS OF ADJACENT CONSTRUCTION OR FACILITIES ARE
NOT TO BE ALTERED BY THIS CONSTRUCTION PROJECT UNLESS NOTED
OTHERWISE.
14. THE CONTRACTOR SHALL STUDY THE STRUCTURAL. ELECTRICAL. . MECHANICAL. AND
PLUMBING PLANS AND CROSS CHECK THEIR DETAILS, NOTES. DIMENSIONS, AND
A,LL REQUIREMENTS PRIOR TO THE START OF ANY WORK. NOTIFY THE ARCHITECT
OF ANY DISCREPANCIES.
15. THE CONTRACMR SMALL BE RESPONSIBLE FOR THE COMPLETE SECURITY OF THE
JOB SITE WHILE WORK IS IN PROGRESS UNTIL THE JOB IS COMPLETE.
16. THE CONTRACTOR HAS THE RESPONSIBILITY OF LOCATING ALL EXISTING UTILITIES
SHOWN OR NOT SHOWN ON THE PLANS. ALONG WITH PROTECTING THEM FROM
DAMAGE. THE CONTRACTOR AND SUBCONTRACTOR SHALL BEAR THE EXPENSES OF
REPAIR AND/OR REPLACEMENT OF LfTILITIES OR OTHER PROPERTY DAMAGE
RESULTING FROM OPERATIONS IN CONJUNCTION WITH THE EXECUTION OF THE
WORK.
17. ALL EXISTING CONSTRUCTION, EQUIPMEISIT. AND FINISHES NOTED TO BE REMOVED
SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND WILL
BE REMOVED FROM THE SITE WITH THE FOLLOWING EXCEPTIONS:
A. PROPERTY NOTED TO BE RETURNED M THE OWNER.
B. PROPERTY NOTED M BE REMOVED BY THE OWNER.
IEL THE GOVERNING AGENCIES, CODE AUTHORITIES, AND BUILDING INSPECTORS SH41L
PROVIDE MINIMUM STANDARDS FOR CONSTRUCTION TECHNIQUES, MATERIALS. AND
FINISHES USED THROUGHOUT THE PROJECT. TRADE STANDARDS AND/OR
PUBLISHED MANUFACTURERS SPECIFICATIONS MEETING OR EXCEEDING DESIGN
REQUIREMENTS SHALL BE USED FOR INSTALLATION.
19. WHEN ROOF TOP OR TOP FLOOR DECK TENPORARY STAGING IS REQUIRED.
MATERIALS SMALL 13E EVENLY DISTRIBUTED OVER ROUGH FRAMED FLOORS OR
ROOFS SO AS NOT TO EXCEED THE DESIGNED LIVE LOADS FOR THE STRUCTURE.
TEMPORARY SHORING AND/OR BRACING IS TO BE PROVIDED WHERE THE
STRUCTURE DOESN'T HAVE THE DESIGN STRENGTH FOR ADDITIONAL LOADING.
20. SEAL ALL PENETRA71ONS WITHIN FTRE-RATED AREAS WITH U.L LISTED OR FIRE
MARSHALL APPROVED MATERIALS IF APPLICABLE M THE SUBJECT FACILITY AND
OR PROJECT SITE.
21. BUIIIDING INSPECTORS AND/OR OTHER BUILDING OFFICIALS ARE M BE NOTIFIED
PRIOR TO ANY GROUND DtS`TURELANCE. CONSTRUCTION. AND ANY OTHER PROJECT
EFFORT AS MANDATED BY THE GOVERNING AGENCY.
22. 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.
23. CONTRACTOR SHALL MAKE NECESSARY PROVISIONS M PROTECT EXISTING
IMPROVEMENTS. EASEMENTS, PAVING. CURBING. DURING CONSTRUCTION. UPON
COMPLETION OF WORK. CONTRACTOR SHALL REPAIR ANY DAMAGE THAT MAY HAVE
OCCURRED DUE TO CONSTRUCTION ON OR ADJACENT TO THE PROPERTY.
24. CONTRACTOR SHALL KEEP GENERAL WORK AREA CLEAN AND HAZARD FREE
DURING CONSTRUCTION DISPOSING 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. DUST, OR SMUDGES OF ANY NATURE.
25. NEW CONSTRUCTION INSTALLED ADJACENT' EXISTING BUILDINGS OR CONSTRUCTION
SHALL ARCHrTEMRALLY MATCH THE EVSTING IN TERMS OF COLOR, TEXTURE.
FINISH MATERIAI.S. ETC., EXCEPT AS NOTED IN THE PLANS AND SPECIFICATIONS.
26. THE CONTRACTOR SHALL PROVIDE ALL NECESSARY BACKING, BLOCKING, AND/OR
OTHER ANCHORAGE DEVICES REQUIRED FOR THE INSTALLATION OF FDCrURES.
MECHANICAL EQUIPMENT. PLUMBING. HAROWAFM AND FINISH ITEMS M INSURE A
PROPER AND CODE COMPLIANT INSTALLATION.
27. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING INSTALLATIONS THAT ARE
CONSTRUCTED LEVEI_ ERECT, EVENLY ALIGNED. PLUMB AND TRUE BASED ON THE
CONSTRUCTION DRAWINGS. THE CONTRACTOR SHALL COMPARE EXISTING
CONDITIONS WITH THE PROPOSED DESIGN PRIOR M CONSTRUCTION AND REPORT
ANY DISCREPANCIES OR INCONSISTENCIES M THE NETWORK CARRIER'S
REPRESENTATIVE AND FURI M THE A&E SUCH THAT THE NEW INSTALLATION
WILL LIKEWISE BE LEVEL. ERECT. EVENLY ALIGNED. PLUMB AND TRUE ARCHITECT
AND NETWORK CARRIER SHALL 13E NOTIFIED OF ANY ERRORS. OMISSIONS, OR
INCONSISTENCIES PRIOR TO ANY CONSTRUcnON.
28. THE CONTRACII08 IS TO PROVIDE PROTECTION FOR ADJOINING PROPERTIES FROM
PHYSICAL HARM. NOISE. DUST. DIRT, AND FIRE AS REQUIRED BY THE GOVERNING
AGENCIES.
29. WHERE SPECIFIED. MATERIALS TESTING SHALL BE M THE LATEST STANDARDS
AND/OR REVISIONS AVAILABLE AS REQUIRED BY THE GOVERNING AGENCY
RESPONSIBLE FOR RECORDING THE RESULTS.
30. THE CONTRACTOR IS RESPONSIBLE FOR THE STORAGE OF ALL MATERIALS AND
SHALL NOT STORE OR STAGE MATERIALS ON PU13UC PROPERTY WITHOUT A
PERMIT TO DO SO FROM THE GOVERNING AGENCIES FOR THIS PURPOSE.
31. GENERAL NOTES AND STANDARD DETAILS ARE THE MINIMUM REQUIREMENTS TO
BE USED IN ALL CONDITIONS UNLESS ILLUSTRATED AND NOTED OTHERWISE.
3Z TRADES INVOLVED IN THE PROJECT SHALL BE RESPONSIBLE FOR THEIR OWN
CUTTING. FTTTING. PATCHING, ETC.. SO AS TO BE PREPARED PROPERLY BY THE
WORK OF OTHER TRADES.
33. ALL DEBJ;"S AND REFUSE SMALL BE REMOVED FROM THE PROJECT PREMISES
AND LEFT IN A CLEAN SWEPT CONDITION AT ALL TIMES BY EACH TRADE AS
THEY PERFORM THOR OWN PORTION OF THE WORK.
34. NETWORK CARRIER DOES NOT GUARANTEE ANY PROIDUCTS. FIX11JRES. AND/OR
ANY EQUIPMENT NAMED BY A TRADE OR MANUFACTURER. GUARANTEE OR
WARRANTY THAT MAY BE IN EFFECT IS DONE THROUGH THE COMPANY OR
MANUFACTURER PROVIDING THE PRODUCT. FIXrUM AND/OR EQUIPMENT
UNI SPECIFIC RESPONSIBILRY IS ALSO PROVIDED BY THE
CONTRACMR/SUBCONTRACrOR IN WRITTEN FORM.
35. CAUTIONI CALL BEFORE YOU DIGI BURIED UTILITIES 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.
36. WHEN APPLICABLE. CONTRACTOR IS RESPONSIBLE M CALL. COORDINATE AND
MAKE ARRANGEMENTS FOR R.O.W. AND/OR PRIVATE PROPERTY LOCATES BASED
ON SPECIFIC SITE REQUIRENIENTS.
37. SEE CIVIL DRAWINGS FOR ADDITIONAL SITE INFORMATION AS APPLICABLE.
38. CONTRACTORS TO DOCUMENT ALL WORK PERFORMED WITH PHOTOGRAPHS AND
SUBMIT M NETWORK CARRIER'S REPRESENTATIVE ALONG WITH RIEDLINED
CONSTRUCTION SET.
39. CONTRACTOR SHALL DOCUMENT ALL CHANGES MADE IN THE FIELD BY MARKING
UP (REDUNING) THE APPROVED CONSTRUCTION SET AND SUBMITTING THE
REDUNED AL014G WITH F440TOGRAPHS PER NETWORK CARRIER REQUIREMENT&
40. CONTRACTOR SMALL COORDINATE AND SEEK APPROVAL OF ALL POWER DRAW,
INSTALLATION AND/OR MODIFICATIONS WITH POWER COMPANY. OWNER AND
JURISDICTION AS REQUIRED. CONTRACTOR 94ALL REPORT POWER INSIAlIATION
SOLUTION(S) TO NETWORK CARRIER REFRESEN[TATNE. PROJECT CONSTRUCTION
MANAGER AND ARCHITECT.
41. ANY SUBSTITUTIONS OF MATERIALS AND/OR EQUIPMENT, MUST BE APPROVED BY
NETWORK CARRIER CONSTRUCTION MANAGER.
42. THE CONTRACTOR SHALL BE RESPONSIBLE FOR AND SHALL REMEDY ALL FAULTY.
INFERIOR. AND/OR IMPROPER MATERIALS. DAMAGED GOODS. AND/OR FAULTY
WORKMANSHIP FOR ONE (1) YEAR AFTER THE PROJECT IS COMPLETE ACCEPTING
UNDER THIS CONTRACT BETWEEN THE OWNER AND THE CONTRACMR.
EXCEPTION: THE ROOFING SUBCONTRACTOR SHALL FURNISH A MAINTENANCE
AGREEMENT FOR ALL WORK DONE. COSIGNED ErY THE CONTRACTOR. M MAINTAIN
THE ROOFING IN A WATERTIGHT CONDITION FOR A PERIOD OF TWO (2) YEARS
STARTING AFTER THE DATE OF SUBSTANTIAL COMPLETION OF THE PROJECT.
UNLESS OTHERWISE WR1nrLN IN THE CONTRACT BETWEEN THE OWNER AND THE
CONTRACTOR.
43. THE CONTRACTOR SHALL PROVIDE ADEQUATE PROTECTION FOR THE SAFETY OF
THE OWNER'S EMPLOYEES. WORKMEN. AND ALL TIMES DURING, THE
CONSTRUCTION OF THE PROJECT.
44. THE CONTRACMIR SHALL BE REQUIRED M PAY FOR ALL NECESSARY PERMITS
ANO/OR FEES WITH RESPECT M THE WORK -TO COMPLETE THE PROJECT.
BUILDING PERMIT APPLICATIONS SHALL BE FILED BY THE OWNER OR HIS
RE11RIESENTATIVE. CONTRACTOR SHALL OBTAIN PERMIT (UNLESS OTHER
ARRANGE]MENTS HAVE BEEN MADE) AND MAKE FINAL PAYMENT FOR SAID
DOCUMENT(S).
45. NETWORK CARRIER'S REPRESENTATIVE SHALL REVIEW AND APPROVE SHOP
DRAWINGS AND SAMPLES FOR CONFORMANCE WITH DESIGN CONCEPT. NETWORK
CARRIER.S REPRESENTATIVE PROJECT APPROVAL OF A SEPARATE ffEM SHALL NOT
INCLUDE APPROVAL OF AN ASSEMBLY IN WHICH THE ITEM FUNCTIONS.
46. ALL ANTENNAS MOUNTED ON ROOF SUPPORT FRAMES TO BE PROVIDED BY
NETWORK CARRIER.
47. CONTRACTOR SHALL PROVIDE HEAVY STEEL PLATES AT OPEN TRENCHES FOR
SAFETY AND M PROTECT EXISTING GROUND SURFACES FROM HEAVY EQUIPMENT
UTILIZED DURING CONSTRUCTION.
48. CONTRACTOR SHALL PATCH AND REPAIR ALL GROUND SURFACES WITHIN THE
CONSTRUCTION AREA AS NECESSARY TO PROVIDE A UNIFORM SURFACE AND
MAINTAIN EXISTING SURFACE DRAINAGE SLOPES.
49. CONTRACTOR SHALL REPLACE EASTING LANDSCAPE VEGETATION DAMAGED DUE TO
CONSTRUCTION ACTIVITIES. AND REPAIR. RESTORE AND MODIFY EXISTING
IRRIGATION LINES IF NECESSARY TO OPERATING CONDITION. PROVIDING FULL
COVERAGE M IMPACTED AREAS.
50. IN THE CASE OF ROOFTOP SOLUTIONS FOR EQUIPMENT AND/OR ANTENNA
FRAMES WHERE PENETRATION OF EXISTING ROOFING MATERIALS OCCUR.
CONTRACTOR SHALL COORDINATE WITH BUILDING OWNER TO OEMAIN CONTACT
INFORMATION AND UTILIZE THE EXISTING ROOFING CONTRACTOR OF RECORD FOR
INSTALLATION, PATCH, REPAIR OR ANY AUGMENTATION M THE ROOF, AND HAVING
THE WORK GUARANTEED UNDER THE ROOFING CONTRACTOR'S EXISTING WARRANTY
ENSURING 100% MOSTLIRE PROTECTION.
51. IN THE CASE OF ROOFTOP SOL.UTIONS WITH THE INSTALLATION OF ANTENNAS
WITHIN CONCEALED (SHROUDED) SUPPORT FRAMES OR TRIPODS. CONTRACTOR
SHALL COORDINATE WITH THE FRP DESIGNER/FABRICATOR TO ENSURE THAT THE
FINAL FRP SHROUD IS SIMULATING (IN APPEARANCE) EXISTING EXTERIOR
BUILDING FACADE MATERIALS. TEXTURES. AND COLORS. THE CONTRACTOR SHALL
FURTHERMORE ENSURE THE USE OF COUNTERSUNK OR FLATHEAD FASTENERS IN
ALL FRP CONSTRUCTION. WHEN PHOTOSIMULATIONS ARE PROVIDED. THE
CONTRACTOR SHALL ENSURE THAT FINAL CONSTRUCTION REPRESENTS WHAT IS
INDICATED IN PHOTOSIMULATION. SHOP DRAWINGS SHALL BE PROVIDED M THE
CONTRACTOR. CONSTRUCTION COORDINATOR. AND ARCHITECT PRIOR M
FABRICATION AND CONSTRUCTION.
52, IN THE CASE OF ROOFTOP SOLUTIONS FOR EQUIPMENT AND/OR ANTENNA
FRAMES WHERE ANCHORING TO AN EXISTING CONCRETE ROOF SLAB IS REQUIRED.
CONTRACTORS SHALL CONFIRM (PRIOR TO SUBMITTING 80) WITH CONSULTING
CONSTRUCTION COORDINATOR AND ARCHITECT THE PRESENCE OF POST TENSION
TENDONS WrTHIN THE ROOF SLAB RESULTING FROM AN UNDOCUMENIm DESIGN
CHANGE IN THE ENISTING BUILDING 'AS -BUILT DRAWING SEr HAVING INDICATED
AN ORIGIN& DESIGN SOLUTION OF REINFORCED CONCRETE W/ EMBEDDED STEEL
REBAR. IN THE EVENT POST TENSION SLAB SOLUTION IS PRESENT, CONTRACT -OR
SMALL INCLUDE PROVISIONS FOR X-RAY PROCEDURES (INCLUDED IN 810) FOR
ALL PENETRATION AREAS WHERE ANCHORING OCCURS.
53. CONTRACTOR SHALL USE STAIN STEEL METAL LOCKING TIES FOR ALL
CABUNG TIE DOWNS AND ALL OTHER GENERAL TIE DOWNS (WHERE APPLICABLE).
PLASTIC ZIP TIES SHALL NOT BE PERMITTED FOR USE ON TOWER NETWORK
CARRIER PROJECTS. RECOMMENDED MANUFACTURE SMALL BE- PANDUIT CORP.
METAL LOCKING TIES MODEL NO. MLT4S--CP UNDER SERIES-304 (OR EQUAL).
PANDUrT PRODUCT DISTRIBUTED BY TRIARC.
54. CONTRACTOR SHALL 09TAIN, REVIEW AND EXECUTE ALL NETWORK CARRIER
CONSTRUCTION STANDARDS (MOST RECENT REVISION) AS A PART OF THIS BID
AND CONSTRUCTION PROJECT.
55. CONTRACTOR SHALL BE RESPONSIBLE TO SET ELECTRONIC TILTS FOR NEWLY
INSTALLED ANTENNAS UNDER THE CONDITION THAT THE CONTRACTOR OBTAIN THE
MOST RECENT COPY OF THE RF TILT INFORMATION SUCH THAT THE ACCURATE
CONTROLLER CAN BE ORDERED AND INSTALLED.
56. A STRUCTURAL ANALYSIS SHALL BE COMPLETED AND SUBMITTED M THE
NETWORK CARRIER REPRESENTATIVE AND CONTRACTOR DE)AONSTRAIING CAPACITY
AT THE EXACT LOCATION OF EXISTING CONDITIONS TO SUSTAIN ADDITIONAL HEAVY
BATTERY CABINETS OR OTHER OUT OF SCOPE EQUIPMENT.
57. THE CONTRACMR SHALL PROVIDE MATERIALS LIST (80M) TO THE NETWORK
CARRIER REPRESENTATIVE PRIOR M CONSTRUCTION.
4 1 �J
072 REGISTERED
ARCHIT T
t'MHOMAS FL HOLLAND
T
STATE OF WASHINGTON
REN. 02-18-15
0000, 000
Sound/noise originating from
temporary construction sites as a
result of construction activity are
exempt from the noise limits only
during the hours of 7:00arn to 6:00pm
on weekdays and 10:00am and
6:00pm on Saturdays, excluding
Sundays and Federal Holidays. At all
other times the noise originating from
construction sites/activities must
comply with the noise limits, unless a
variance has been granted. -
ECDC Chapter 5.30
Nothing in this permit approval
process shall be interpreted as
allowing or permitting the
maintenance of any currently existing
illegal, nonconforming, or
unpermitted building, structure, or
site condition which is outside the
scope of the permit application,
regardless of whether such building,
structure, or condition is shown on the
site plan or drawing. Such building,
structure, or condition may be the
subject of a separate enforcement
action.
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SHEET TITLE
GENERAL 140TO
SHEET NUMBER
G-1
THE
ANY
RELATES TO CARRIER SERVICES IS
DESIGN CRITERIA:
1. THE STRUCTURAL DESIGN OF THIS PROJECT IS IN ACCORDANCE WITH THE
INTERNATIONAL BUILDING CODE 2012 WITH
WASHINGTON STATE BUILDING
CODE AMENDMENTS (2012 ISC)
2. DESIGN LOADS,
DESIGN DATA FOR DMONM WA 9=6
-ROOF SNOW LOAD
N/A (NOT A Rowrop SOLUTION)
-BASIC WIND SPEW
85 MPH (100 MPH 3 SECOND MISTS)
-WIND EX]POSURE
C
-SEIS4MIC ZONE
D
CONCRETE NOTES: (WHEN APPLICABLE1
1. CONCRETE SHALL BE MIXED, PROPORTIONED, CONVEYED AND PLACED IN ACCORDANCE
WITH ISC SECTION 1905, 1906 AND ACI 301, INCLUDING TESTING PROCEDURES.
CONCRETE 94ALL ATTAIN A 28-DAY STRENGTH OF fc-2.500 PSI AND MIX SHALL
CONTAIN NOT LESS THAN 5-1/2 SACKS OF CEMENT PER CUBIC YARD AND SHALL BE
PROPORTIONED TO PRODUCE A SLUMP OF 5' OR LESS
2. ALL CONCRETE WITH SURFACES EXPOSED TO STANDING WATER SHALL BE
AIR -ENTRAINED WITH AN AIR-ENTUNING AGENT CONFORMING TO ASTM C260. C494,
AND COTS TOTAL AIR CONTENT FOR FROST -RESISTANT CONCRETE 94ALL BE IN
ACCORDANCE WITH TABLE 1904.2.1 OF THE wrmmnoNAL BUILDING CODE EXPOSED
CONCRETE SHALL HAVE A COMPRESSIVE STRENGTH OF 2.500 PSI. NO SPECIAL
INSPECTION IS REQUIRED FOR Z500 IS INSTALLED SOLELY TO SATISFY EXPOSED
CONCRETE REQUIREMENTS.
3. REINFORCING STEEL SHALL CONFORM M ASTM A615 (INCLUDING SUPPLEMENT SI).
GRADE 60, fy-60.000 PSI. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185
SPIRAL. REINFORCEMENT SHALL BE PLAIN WIRE CONFORMING TO ASTM 615, WADE 60,
fy-60,000 PSI.
4. REINFORCING STEEL SHALL BE DETAILED (INCLUDING HOOKS AND BMOS) IN
ACCORDANCE WITH Arl 315-92 AND 318-02 LAP ALL CONTINUOUS REINFORCEMENT
#5 AND SMALLER 40 BAR DIAMETERS OR 2'-0- MINIMUM PROVIDE CORNER BARS AT
ALL WALL AND FOOTINGS INTERSECTIONS LAP CORNER BARS 05 AND SMALLER 40
BAR DIAMETERS OR 2'-0" MINIMUM. LAPS OF LARGER BARS SHALL BE MADE IN
ACCORDANCE WITH ACI 318-02. CLASS 8 LAP ADJACENT MATS OF WELDED WIRE
FABRIC A MINIMUM OF 8* AT SIDES AND ENDS.
5. NO BARS PARIDALLY EMBEDDED IN HARDENED CONCRETE SHALL BE FIELD SENT
UNLESS SPECIFICALLY SO DETAILED OR APPROVED BY THE STRUCTURAL ENGINEER
CONCRETE PROTECTION (COVER) FOR REINFORCING STEEL SHALL BE AS FOLLOWS
FrGS & OTHER UNFORMED SURFACES CAST AGAINST & PERMANENTLY EXPOSED
TO EARTH..X
FORMED SURFACES EXPOSED M EARTH OR WEATHER (06 BARS OR LARGER) 2-
FORMED SURFACES EXPOSED M EARTH OR WEATHER (05 BARS OR
SMALLER) 1-1/2-
COLUMN TIES OR SPIRALS AND BEAM STIRRUPS 1-1/2-
SLABS AND WALLS (INTERIOR FACE) GREATER OF BAR DIAMETER PLUS 1/8- OR
3/4'
STRUCTURAL STEEL NOTES:( WHEN APPLICABLE1
1. STRUCTURAL STEEL DESIGN, FABRICATION. & ERECTION SHALL BE BASED 0
IN
EITHER AISC-LRFD, AISC 355, OR AISC-HSS AND SECTION 2205 2 OF THE
INTERNATIONAL BUILDWG CODE
2. A EITHER AISC-LRFD. AISC JIM, OR AiSC-HSS & SECTION 2205.2 OF THE INI-L
BUILDING CODE
0 MARCH 7. 2000 AISC CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS
BRIDGES, AMENDED AS NOTED IN THE CONTRACT DOCUMENTS AND BY THE
DELETION OF PARAGRAPH 441
C SPECIFICATION FOR STRUCTURAL JONTS USING ASTM A325 OR A490 BOLTS.
3. WIDE FLANGE SHAPES SHALL CONFORM TO ASTM A992. FY-50 KSI OTHER
ROLLED SHAPES INCLUDING PLATES, SHALL CONFORM TO ASTM A36, Fy-38 KSI.
STEEL PIPE SHALL CONFORM TO ASTM A-53. TYPE E OR S. GRADE 8, Fy-35
IM STRUCTURAL TUBING SHALL CONFORM TO ASTM A500, GRADE B. Fy-46KSI.
CONNECTION BOLTS SHALL CONFORM M ASTM A325.
4. ALL WELDING SHALL BE IN CONFORMA14CE WITH AISC AND AWS STANDARDS AND
SHALL. BE PERFORMED USING E70 XX ELECTRODES. ONLY PRE QUALIFIED
WELDS (AS DEFINED BY A.W.S.) SHALL BE USED ALL COMPLETE JOINT
PENETRATION GROOVE WELDS SHALL BE MADE WITH A FILLER MATERIAL THAT
WAS A MINIMUM CVN TOUGHNESS OF 20 FT-LBS AT -20 DEGREES F. AS
DETERMINED BY AWS CLASSIFICATION OR MANUFACTURER CERTIFICATION.
TOWER/POLE NOTES (WHEN APPLICABLE):
1. VERIFICATION THAT THE EXISTING APPLICABLE BUILDING. TOWER. POLE OR WATER
TANK CAN SUPPORT THE PROPOSED ANTENNA LOADING SHALL BE PERFORMED BY
A REGISTERED STRUCTURAL ENGINEER.
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 PR CEDURES
(WHEN APPLICABLE):
FALL PROTECTION METHODS AND EQUIPMENT
ROOF TOP INSTALLATIONS
1. FOR WORK IS 88NG PERFORMED WITHIN 25' OF AN UNPROTECTED ROOF
EDGE. THE CONSTRUCTION SUPERVISOR SHALL DESIGNATE A TRAINED
SAFETY MONITOR TO OBSERVE THE MOVEMENTS AND ACTIVITIES OF THE
CONSTRUCTION WORKERS.
2. SAFETY MONITOR SHALL WARN CONSTRUCTION WORKERS OF HAZARDS (I.E..
BACKING UP TOWARD A ROOF EDGE. ETC.) OR UNSAFE ACTIVITTES. THE
SAFETY 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 LINE.
4. SAFETY LINE SHALL BE MINIMUM %" DIAMETER NYLON, WITH A NOMINAL
TENSILE STRENGTH OF 5400 LBS.
5. SAFETY LINE SHALL BE ATTACHED TO A SUBSTANTIAL MEMBER OF THE
STRUCTURE
6. SAFETY UNE LENGTH SHALL BE SET ALLOWING CONSTRUCTION WORKER TO
REACH EDGE OF ROOF. BUT NOT BEYOND.
7. SAFETY BELTS SHALL BE WORN BY ALL CONSTRUCTION WORKERS.
8. 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 CHECKLIST
INTERVIEWING COWORKERS REGARDING SAFETY CONCERNS
REPORTING AND DOCUMENTING ANY HAZARDS
REPORTING HAZARDS TO THE SAFETY COMMITTEE FOR CONSIDERATION
POSTING RESULTS OF INSPECTION AND ANY ACTION TAKEN
RECEIVING AN UNBIASED REMEW OF ONES OWN WORK AREA BY ANOTHER
COWORKER SAFETY REPRESENTATIVE
REFER TO ROOFTOP WORK AREA SAFETY PROTOCOL
NATIONAL ASSOCIATION OF TOWER ERECtORS 2000 PUBLICATION
REFERENCED OSHA REGULATION/STANDARDS SHALL BE REVIEWED BY TOWER
ERECTORS,
EQUIPMENT INSTALLERS. AND TOWER/ROOF TOP CONTRACTORS/SUBCONTRACTORS
29 CFR 1926.500 SCOPF_ APPUCATION. AND DEFINITIONS
29 CFR 1926.501 DUTY TO HAVE FALL PROTECTION
19 CFR 1926.502 FALL PROTECTION SYSTEMS CRITERIA AND
PRACTICES
SPECIAL INSPECTIONS REQUIRED:
SOILS COMPLIANCE PRIOR TO FOUNDATION INSPECTION 0 VERIFICATIONS OF MILL REPORT
SYMBOLS:
(D GRID REFERENCE
DETAIL REFERENCE
ELEVATION REFERENCE
SECTION REFERENCE
CENTERUNE
PROPERTY/LEASE LINE
MATCH LINE
WORK POINT
— GROUND CONDUCTOR
T— TELEPHONE CONDUIT
E— ELECTRICAL CONDUIT
—A— COAXIAL CABLE
—o/H— OVERHEAD SERVICE
CONDUCTORS
GROUT OR PLASTER
(E) BRICK
MAZZOAZZAMA (E) MASONRY 4072 REGISTERED
CONCRETE �j
ARCHIT T
EARTH
GRAVEL
PLYWOOD THOMAS R. HOLLAND
SAND tSZTE OF WASHINGTON
REN. 02-18-15
WOOD CONTINUOUS *WON
WOOD BLOCKING
(N)
NEW
(E)
EXISTING
cp
NEW ANTENNA
4.'�
EXISTING ANTENNA
GROUND ROD
GROUND BUS BAR
MECHANICAL GRIND. CONN.
CADWEL D
GROUND ACCESS WELL
ELECTRIC BOX
TELEPHONE. BOX
LIGHT POLE
0
FND. MONUMENT
SPOT ELEVATION
SET POINT
REVISION
CONCRETE OVER 2,500 PSI (58 SACK MIX) AT 28 DAYS C] IDENTIFICATION OF STEEL AND AT JOB SITE
CONCRETE PLACEMENT AT SLAB ON GRADE
WRITTEN CERTIFICATION FOR PROPER PLACEMENT OF [:]ADHESIVE BOL13 IN CONCRETE OR MASONRY
REINFORCEMENTS AT SLAB ON GRADE
FOUNDATION EXCAVATION AND FILL INCLUDING UTILITY TRENCHES ANCHOR BOLTS INSTALLATION AND PLACEMENT IN
CERTIFICATION OF BUILDING PAD. FOUNDATION AND FILL BY CONCRETE
THE GEOTECHNICAL ENGINEER OF THE RECORD HIGH STRENGTH BOLTING
SUBMITTAL DOCUMENTS FOR DEFERRED SUBMITTAL ITEMS SHALL BE SUBMITTED TO THE ARCHITECT OR ENGINEER OF RECORD,
WHO 94ALL REVIEW THEM AND FORWARD THEM TO THE BUILDING OFFICIAL WITH A NOTATION INDICATING THAT THE DEFERRED
SUBMITTAL DOCUMENTS HAVE BEEN REVIEWED AND THAT THEY HAVE BEEN FOUND TO BE IN GENERAL CONFORMANCE WITH
THE DESIGN OF THE BUILDING. THE DEFERRED AND SUBMITTAL ITEMS SHALL NOT BE INSTALLED UNTIL THEIR DESIGN AND
SUBMITTAL DOCUMENTS HAVE BEEN APPROVED BY THE BUILDING OFFICIAL-
0 SPRAYED -ON- FIREPROOFING
0 STRUCTURAL MASONRY
0 PRESTRESSED CONCRETE
C] ALL FIELD WELDING
[-] REINFORCING PLACEMENT
C1 DESIGNER SPECIFIED (SEE SHEETI—)
0 OTHER
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NOT FOR CONSTRUCTION UNLESS
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SHEET TITLE
GENERAL NOTES & SYMBOLS
SHEET NUMBER
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CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USF OR DISCLOSURE OTHER THAN THAT WHICH RELATES
AT&T PROPOSES TO MODIFY AN 83STIA
7ELECOMMU?8CATIONS FACWY BY REW
AND ADDING (8) LTE PANEL ANTENNAS
UNIITS (2 PER LTE ANrENNA). AND (1)
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PROPERTY LINE
PAIiiO 6"ZIEA
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4072 REG71STERED
SU.ErT BOUNDARY LINE
-- — - — - --- RIGHT-OF-WAY CENTERLINE
�>'v
ARCHI T
RIGHT-OF-WAY LINE
- - - - - - - - - - - - - ADJACENT BOUNDARY LINE
'05
SECTIONAL BREAKDOWN LINE
THOMAS R. HOL D
tSTAATE
OHP— OHP— OVERHEAD POWER LINE
OF WASHINGTON
UGP— uc�— UGP— BURIED POWER LINE
REN. 02-18-15
BURIED GAS LINE
son
0Hr— OKT— OVERHEAD TELEPHONE LINE
00000
UGT — UCT — UGT — BURIED TELEPHONE LINE
—w —w —w —w — BURIED WATER LINE
—Ss—ss—ss— SEWER
--75D—SD—SD— STORM DRAINAGE
DITCH LINE/FLOW LINE
..................... ...... ROCK RETAINING WALL
. . . . . . . . . VEGETATION LINE
—X—X—X—X—X— CHAIN LINK FENCE
0 0 0— WOOD FENCE
— X — x — X — X — x — BARBED WIRF/WIRE FENCE
:A:] TRANSFORMER -(;>- FIRE HYDRANT
9 LIGHT STANDARD D4 GATE VALVE
-:P:] POWER VAULT IS WATER METER
M LMUTY BOX ja FIRE STAND PIPE
0 UTILITY POLE C3 CATCH BASIN. TYPE I
— POLE GUY WIRE CATCH BASIN, TYPE 11
(1) GAS VALVE SIGN
33 GAS METER BOLLARD
Ef] TELEPHONE VAULT MAIL BOX
0 TELEPHONE RISER 234.21 SPOT ELEVATION
LEGAL DESCRIPTIONe
THAT PORnON OF LOTS 15 AND 16, PRUTTLAND ACRES TO LAKE
BALLINGER, ACCORDING TO THE FLAT THEREOF RECORDED IN VOLUME
10 OF FLATS. PAGE 67. RECORDS OF SNOHIONISH COUNTY.
WASHINGTON. DESCRIBED AS FOLLOWS:
BEGINNING AT THE INTERSECTION OF THE SOUTH LINE OF SAID LOT 15
AND THE EASTERLY LINE OF 04. 99: THENCE EASTERLY ALONG THE
SOUTH LINE OF SAID LOTS 15 AND 16. A DISTANCE OF 200 FEET:
THENCE NORTHERLY AT RIGHT' ANGLES, 100 FEET. THENCE WESTERLY
PARALLEL TO SAID SOUTH LINE. TO SAID EASTERLY LINE OF U.S. 99;
THENCE SOUTHWESTERLY ALONG SAID EASTERLY LINE TO THE POINT OF
BEGINNING: EXCEPT THAT PORTION THEREOF CONVOYED TO THE STATE
OF WASHINGTON BY DEED RECORDED UNDER RECORDING NO. 16398".
PARCEL NUMBER (S):
00451900201504
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DISCLAIMER
THESE DRAWINGS WERE PRODUCED WITHOUT THE BENEFIT OF
A CURRENT LAND SURVEY. ALL PROPERTY LINES. EASEMENTS,
SETBACKS AND EXISTING CONDMONS ARE APPROXIMATE AND
SHALL BE VERIFIED PRIOR TO START OF CONSTRUCTION.
VICINITY MAP
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THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY ErY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CARRIER SERVICES IS STRICTLY PROHIBITED -
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-- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — -- FARHI E'
THOMAS R. HOL D
STA
tTE OF WASHINGTON
PROPOSED AT&T PURCELL EQUIPMENT CABINET REN. 02-18-15
',A WALL MOU114TED TO EXIISTM BUILDING
EXISTING ABANDONED COVERED
COAX PORT (DOGHOUSE)
PROPOSED ANTENNA
EXISTING AT&T CONFIGURATION
ICE BRIDGE
PROPOSED AT&Ir (2) DC
=MIPE121=0 RUN 8. 6- V-4'
4 4
EXISTING
AT&T SBU
CABINET WITH
(16)
BATTEMES
. 4
4
Z'
NOTE:
1.PROPOSED ANTENNAS. MOUNTING
HARDWARE TO BE PAINTED TO MATCH
EXISTING MONOPOLE.
2.VERIFICATION THAT EXISTING MONOPOLE
MOUNTING ATrACHIMENTS CAN SUPPORT THE
PROPOSED LOADING WILL BE PERFORMED 91
A REGISTERED STRUCTURAL ENGINEER.
3.PROPOSED ANTENNAS ARE NOT TO EXCEED
THE HEIGHT OF THE EXISTING ANTENNAS
WOOD FENCE
A
L Mg )
ADDITIONA ON
BOkTrERtES FOR A
TOTAL OF (20)
EXISTING AT&T FIBER
JUNCTION BOX
\—EXISTING EQUIPMENT
0- 0
AND H-FRAME
EXISTING AT&T
�U
EXISTING
AT&T GSM
ARGUS CABINET
WITH (a)
a EXISTING AT&T a
UMTS CABINET
CABINEr
BATTERIES
0 01
PROPOSED A ADD1ITQ?%AL
TW
I
MARATHON 3A E FOR A
3
OF (10) AP: (1) CORDEX RECITM(a
EXISTING 4'-0'
EXISTING
WOOD GATE
CMU EXISTING AT&T (2)
�j
.aT
GPS ANTENNAS
TRUE NORTH
— — —
— — — — — --- — — — — — —
— — — — — — — — — — — — — — — — — — — — — — — —
— — -- *
24'x3;' SCALE. 3/4' - 1'-0'
s6- 40- =1
PROPOSED EQUIPMEN
11"07' SCALE: 3/8* - V-O'
I'M
THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE.
ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CARRIER SERVICES IS STRICTLY PROHIBITED.
QDaw
mobility
Wj&T6wER-
COMMUNICArIONS
PACIRC TELECOM SERVICES.
LLC
00
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04
LJ
REVISIONS
NO.
I DATE
DESCRpnoN
WITIAL
A
IWI041
tSSUM FOR PCO REVIEW
GAP
0
1 14
SM RIR RK
WJR
NOT FOR CONSTRUCTION UNLESS
LABELED AS CONSTRUCTION SET
SHEET TITLE
PROPOSED EQUIPMENT PLAN
NU
HEET
S A_U
Add "Do not
exceed note"
RFDS has
RAID at 60'
NOTE'
I.PROPOSED ANTENNAS, MOUNTING
HARDWARE TO BE PAINTED TO MATCH
EXISTING MONOPOLE.
2.VERIFICATION THAT EXISTING MONOPOLE &
MOUNTING ATTACHMENTS CAN SUPPORT THE
PROPOSED LOADING WILL BE PERFORMED BY
A REGISTERED STRUCTURAL ENGINEER.
3.PROPOSED ANTENNAS ARE NOT TO EXCEED
THE HEIGHT OF THE EXISTING ANTENNAS
PROPOSED ffaff LIE VICS PANEL
ANTEN14AS (I PER SEMM 3 TOTAL)
EXISTING AT&T UMTS PANEL ANTENNA
(1 PER SECTOR, 3 TOTAL)
PROPOSED AT&T LTE 700/1900 PANEL
ANTENNAS (I PER SECTOR, 3 TOTAL)
EXISTING AT&T GSM PANEL ANTENNA
(1, PER SECTOR, 3 TOTAL)
PROPOSED AT&T RRH 1900
UNIT (I PER SECTOR. 3 TOTAL)
EXISTING AT&T TMKS
(4 PER SECTOR. 12 TOTAL)
DUSTING AT&T 700MHz RRH UNIT
(1 PER SECTOR. 3 MTAL)
-DQSnNG AT&T (1) SURGE
SUPPRESSION UNIT
-PROPOSED AT&T (1) SURGE
SUPPRESSION UWr f
STRAP —MOUNTED 70 POLE qE�w
PROPOSED AT&T RRH r2'V-4'\
WCS UNITS (I EkCH
PER SECIM 6
DUSTING AT&T 57'-0*
AGL MONOPOLE
jj,�-410072. REGISTERED
ARCHITECT
'05
THOMAS R. HOLLAND
T
tSTATE OF WASHINGTON
REN. 02-18-15
sop
DUSTING AT&T GSM PANEL
ANTENNA (I PER SECTOR,
3 TOTAL) TO BE REMOVED
DUSTING AT&T UWTS PANEL
ANTENNA (I PER SECTOR,
3 TOTAL) TO ROM
DUSTING AT&T LTE PANEL
ANTENNA (I PER SECTOR,
3 MTAL) M BE REMOVED
DUSTING AT&T GSM PANEL
ANTENNA (I PER SECTOR.
3 TOTAL) TO REMAIN
DUSTING AT&T TMA!S
PER SECTOR, 12 TOTAL)
REMAIN
EXISTING AT&T 70OMHz RRH UNIT
VPER SECTOR. 3 TOTAL)
0 REMAIN
*EXISTING AT&T (1) SURGE
SUPPRESSION UNIT
70 REIM
DUSTING AT&T 57*-0*
AGL MONOPOLE
DUSTING BUILDING
DUSTING BUILDING
z
v
t�
2
0
_%
. — . . . .
M
1
-
4 .
R
0
0
1,
z
0
0
0
(L
0
EXISTING UTILITY POLE
,—EXISTING UTILITY POLE
AT&T (2) OC
RL045 AND (1) FIBER RUN
ROUTED WITH EXISTING
COAX (FIELD VERIFY)
PROPOSED AT&T
PURCELL EQUIPMENT
CABDU WALL MOUNITED
TO EXISTING BUILDING
EXISTING AT&T
CABLE TRAY
EXMING ABANDONED CC
EXISTING AT&T
CABLE TRAY
EXISTING ABANDONED COVERED
COAX PORT (DOGHOUSE)
COAX PORT (DOGHOUSE)
EXISTING 4--0'
EXISTING AT&T
sasnNG 4*-0.
AT&T PURCELL
WOOD GATE
PURCELL CABINET
WOOD GATE
CABINET TO REMAIN
—DUSTING AT&T ARGUS TE43
AT&T ARGUS
CABINET WrrH CONSOLIDATED
TE43 CABINET M REMAIN
RADIO EOUIPMEKr
AND BE MODIFIED
EXISTING AT&T FIBER
DUSTING AT&T FIBER
JUNCTION BOX
��JUNCTION BOX
DUSTING AT&T BBU
PROPOSED A"Taff)
CABINET WITH (16)
BATTERIES TO REMAIN
ADDITIONAL
BATTERIES FOR A TOTAL
_T
OF (20)
G5 RADE _F
G.L.
—U A.U.L
____EXISTING
AT&T BBU
CABINET WITH (16)
BATTERIES
24-X36- SCALE- 1/4 0.
PF32 51 R-O PFLOPOSED SOUTH ELEVATION
2
24'x36' SCALE. 1/4 1:-0:
'4' EXISTING SOUTH ELEVATI EIN
1I"xI7* SCkZ: 1/8 '1:— 0' 4-
11"07' SCALE: 1/5 -0 4-3' 2' V 0'
THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY ErY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CARRIER SERVICES IS
STRICTLY
PROHIBITED.
(DaW
mobility
MiM WER-
COMMUNICA TIONS
PACIFIC TELECOM SERVICES.
LLC
C-4
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C, 00
0)
LQ
<
0 z
0
LJ
REVISIONS
NO.
I OATE
I DESCRIPTION
imnui.
14
S U
ISSUED FOR PCO REVIEW_
GAP
a
13/4
WO FOR FIIK ONMCM
WJR
R�_!_
OTFOR CONSTRUCTION UNLESS
LABEI AS CONSTRUCTION SET
AB.,q
SHEET TITLE
DUSTING & PWOW S" O.V0011
SHE NUMBER
A_4
4072 REGISTERED
ARCHIT T
PURCELL CABINET MOUNTED
THOMAS RL H LLAND
STATE OF WASHINGTON
REN. 02-18-15
TO UNISMUT PER
I
goo
MANU F=RER`S SPECS------_
PIOOOT S.S. UNSTRUT
CONNECTION SHALL
NOT BE USED FOR ANTENNA MOUNnNGS
ATTACHED TO EXISTING
MAXIMUM EQUIPMENT LOAD IS 200 PLF. (100 PLF TO Ek UNISTRUT)
BUILDING WALL ------------
CONNECTION SHALL
NOT BE USED FOR EQUIPMENT MOUNTED OVER a'
r4
A EQUIPMENT SHALL BE ANCHORED TO
-0- ABOVE FLOOR
/ ROOF LEVELS
UNISMUT W/ (GALV.) BOLTING PER
MFR RECO MENQATIONS, PROVIDE
M a
UNWRIJT CHANNEL NUTS OR CHANNEL
STUD NUTS AS REO'D
EXISTING
0 24'p.c. (MIN.) STUD
BUILDING WALL
,,.�2x4*a
(CONTRACTOR TO FIELD VERIFY
PRIOR TO CONSTRUCTION)
EXISTING ABANDONED
WALL ATTACHMENT,
95 �19ISTRUT
COVERED CABLE
(GALV.) TOP AND SOT.
PORT (DOGHOUSE)
ATTACH TO WALL w/ 3/8' DIA x 4'
(GALV.) LAG BOLTS TO EACH STUD
0
(24*0.c. MAX. SPACING) MIN. I EA. END.
.1
IN AREAS WHERE THERE 15 NO STUD
PROVIDE SOLID DEPTH 2x BLK ' G BETWEEN
STUDS. ATTACH TO Ek STUD AT Ek
SEE SECTION 4/A-5 FOR
END. (SIMPSON L30 FOR 2x4'S AND A
UNISTRUT CONNECTION WALL
SIMPSON LSO FOR 24's)
4c
EQUIPMENT CONNECTION
UNISTRUT TO WALL MOUN'
PURCELL CABINET MOUNTING
24-VS: NOT TO SCALE
151
24*x&6'
/4 F4
2*x36 '::,
W,
17 NOT TO
SCALE-
SCALE
1 X, 7: 1/2
EQUIPMENT MOUNTING
NOTE ON GPS ANTENN&'
IF MORE THAN (1) PURCELL CABINET (OR
12RU IS* RAILS, FRONT TO BACK ADJUSTABLE
RACK MOUNTED LTE BASE BAND UNIT) IS
INSTALLED ON SIM INSTALL GPS SPUTTER.
LUCENT. 408762045. KS24535LIO. 1:2 GPS
SPUTTER, ASSEMBLY
MATERIAL ALUMINUM (LIGHTWEIGHT. CORROSION -RESISTANT
PAINT. GR-487 TESTED & CERTIFIED POWER COAT
DOOR/SIDE PANEL CONSTRUCTION
DOOR: FRONT DOOR WITH DOOR ALARM AND OPTIONAL AIR
6 NDITIONER, HEAT EXHANGER.OR THERMOELECTRIC COOLER
LATCHES: TWO -POINT LATCHED, PAD LOCKABLE
NOTE:
CABINET WEIGHT- 50 LBS
FULLY LOADED CABINET. TOO LBS so.
ENVIRONMENTAL OPTIONS
25"
THERMOELECTRIC COOLER. 40OW 0 O'dT. +24VDC.
CABINET
48VDC OR 12CIVAC
AIR CONDITIONER: UP TO 2,000 8TU/HR AJR
F I
?0 NDMONER WITH HEATER
HEAT EXCHANGER: UP TO 39W/C HEAT EXCIAANGER.
OR
---+RONT DOOR
+24VDC -48VDC
BATTERY PEDESTAL
SWING
ACCOMMODATES UP TO 6OA&iR BATTERIES
HANDLE
CABLE
z
DOOR
—SWING HANDLE
(3) 1/2'; (3) 1' (1) 2" 31/2' OR 2" KNOCKOUTS
AC POWER OPTIONS
3OA-MAIN POWER WITH OPTIONAL TRANSIENT VOLTAGE
SURGE PROTECTION. 15A GENERATOR CONNECTION CABLE
SWING HANDLE—"--���
94
19* RACK -MOUNTED (1RU) OR 12-POSMON
FRONT
6S-POSITION
) AC LOAD CENTERS AVAILABLE IN VARIOUS
DOOR
CONFIGURATIONS- CAN BE EQUIPPED WITH SURGE PROTECTION
DEVICES THAT OCCUPY I -POSITION OR 2-POSITIONS AND
FLX16WS FRONT ELEVATION
FLX16WS SIDE ELEVATION
6-POSTTION DIN -MOUNTED AC BREAKER PANEL (12OV OR 240V
CONFIGURATIONS). OPTIONAL DIN -MOUNTED rGs
15A GFCI DUAL OUTLET RECEPTACLE CONVENIENCE OUTLET
4" PLINTH
14* PLINTH
POLE KIT
MMOUNT
WALL OUNT KIT
VERTICAL CABINET-ON-CASINEr STACKING
NOT USED
PURCELL CABINET
DETAIL (FLX12WS AND FLX16WS)
24-r6: SCALE- NOT USED[ 21
24*x36 SCALE-
1/1::,1::0
7: SCAI F' 0
(SaW
mobility
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MiMmm-
COMMUNICATIONS
I A=11I
PACIFIC TELECOM SERVICES.
LLC
00
04
0) 00
Lr)
<
<
<
c) Z
0
LJ
REVISIONS
NNO.
FD—ATE
I DESCRIPTION
DMM
A
VDI/14
113SUED FOR PCD REVIEW
0
MORRMILOWROM
WJR
NOT FOR CONSTRUCTION UNLESS
LABELED AS CONSTRUCTION SET
SHEET TITLE
CONSTRUCTION DETAILS
SHEET NUMBER
A_5
THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CARRIER SERVICES IS STRICTLY PROHIBITED.
PROPOSED ANTENNA CONFIGURATION AND SCHEDULE
SECTOR A
AZIMUTH
RADCENTER
NAuNm1BE1RNA0SF
v0d=
MODEL
ELEC.
TILT
MECH
TLT
RET
TMk
NUMBER OF
ow
COAX 0
COAX
LENGTH
DIPLEXED
GSM 19M
1501
luo
KATHREIN
742-265
Z
YES
(2) ERICSSON KRY 112 71/2
2
7/5-
86'-0-
NO
GSM sw
5.
L7E 11900
160*
56'-2*
1
ALU
3JR52703
0'
1
FIBER
80.-0.
LTE 700
Z
UMTS 1900
150'
57'-0*
1
KATHREIN
742-265
Z
Z
YES
(2) LGP 21401
2
7/8'
86'-0*
YES
1 (Us US)
uvrs a5o
1 5-
LTIE WCS
1w
56'-2'
1
COMMSCOPE
MM-IDM
Cr
I
FIBER
86'-0'
-
SECTOR B
A23MUTH
RADC
WER
NUMBER OF
ANTENNAS
VENDOR
MODEL
ELEC.
11LT
MECK
TILT
RET
TMA
NUMBER OF
COAX
COAX 0
COAX
LENGTH
DIPLEXED
asm igoo
270'
57'
-0"
1
KATHREIN
742-265
cr
YES
(2) ERICSSON KRY 112 71/2
2
7/8-
86--o-
NO
M 00
a T
270'
56'-2'
1
ALU
3JR52703
I AAAA
0'
-
1
FIBER
80--o'
1
LTE Z
7
270'
57
0.
1
1
KATHREIN
742-265
01
YES
(2) LGP 21401
2
7/8*
a6'-O'
(U YES
a ug)
TMTS 2- 1
51
LTE WCS
270'
56
-2'
-1
COMMSOOPE
Ww6I`-IMc
Cr
-
I
FIBER
Ba'-O*
-
SECTOR C
AZIMUTH
RADC
Mgt
NUMBER OF
ANTENNAS
VENDOR
MODEL
EUEr-
MT
MEML
TLT
RET
TMA
NUMBER OF
COAX
coo 0
COAX
OPLEXED
OSM 11900
30'
57
-0'
1
KATHREIN
742-265
Z
YES
(2) ERICSSON KRY 112 71/2
2
—
7/8.
-LENGTH
86'-0-
NO
GSM am
LTE
30'
56
-2"
1
ALU
3JR52703
Cr
I
FIBER
80'-0
LTE T—
2*
3(r
57
0"
1
KATHREIN
742-265
YES
(2) LOP 21401
2
7/8"
86'-0'
YES
(ua Ug)
30*
5dv-2"
I
COMMSCOPE
—1—
0'
1
FIBER
Sa'-O*
-
NOTES:,
00 NOT USE COAX LENIGM FOR CUT UENGTHS:- ESTIMATES ONLY
CONIFIRM THAT GENERAL CONTRACTOR IS USING LATEST VERSION OF WDS.
PROPOSED AT&T MIN
wCS uwm (I
PER SEI:M 3 GsM
WZ;AEF-
y
PROPOSED AT&T LTE WCS
PANEL AMMOIAS (I PER LTE
SECTOR. 3 INCS
LTE
DUSTING AT&T TWS (4 PER
SECTOR. 12 TOTAL) TO
00STING AT&T UMTS PANEL ANTENNA
(I PER SECTOR. 3 TOTAL)
< MSE%R
UMTS
27(r AZIMUTH UMTS
EXISTING AT&T 7 MHz FIR UNIT
DO H
(I PER SECTOR. 3 TOTAL)
PROPOSED AT&T RRH 1900
UNIT (I PER SECTM 3 TOTAL)
LTE
WCS
EXISTING ANTENNA CONFIGURATION AND SCHEDULE
SECTOR A
AZIMUTH
RAWaM
NUMBER OF
ANTENNAS
VENDOR
MODEL
ELEC
TILT
MECH*
TILT
RET
TMA
NUMBER OF
COAX
COAX 0 1
COAX
LENGTH
IDIPLEXED
GSM B!'10
150'
57*-0*
2
KATHREIN
742-265
S'
Z
YES
NONE
2
7/8'
1 80'-0*
NO
0SM 19OWD
;-7—
7 _O.
YES
(2) ERICSSON KRY 112 71/2
2
7/8*
80'-0'
NO
UMIS am
150'
57*-0'
1
KATHREIN
742-265
r
YES
NONE
2
7/8*
86*-0*
(U YES
a Uq)
UWTS 1900
57'-0'
r
YES
(2) LGP 21401
LTE 700
160'
57*-0'
1
KMW
IM-X-CD-If
-65-M-M
w
2'
YES
0
FIBER
as'-O"
NO
SECTOR B
AZIMUTH
RADCENTER
NUMBER OF
ANTENNAS
VENDOR
MODEL
ELEC.
TILT
NECK
TILT
RIET
um
NUMBER OF
COAX
COAX 0
COAX
LENGTH
OIPUEICED
cSM &.50
270'
57'-0"
2
KATHREIN
742-265
0'
Or
YES
NONE
2
7/8"
801-0.
NO
OW 1900
57,-0"
—
2.
YES
1(2) ERICSSON KRY 112 71/2
2
7/8'
80'-0'
NO
UMTS 850
270'
57'-0'
1
KATHREIN
742-265
3.
IT
YES
NONE
2
7/8*
86*-0'
YES
(U8 Uq)
UwTS 1900
-- ;71—
W
or
YES
—
(2) LGP 21401
LTE 700
270'
57'-0'
1
POWERWAVE
LO-17-111"
0'
0'
YES
0
FIBER
88'-0'
NO
SECTOR C
AZIMUTH
RADCENTER
NUMBER OF
ANTENNAS
VW=
MODEL
ELM
TILT
MECH.
TILT
FtEr
TMA
NUMBER OF
COAX
COAX 0
COAX
LENGTH
DIPLEXED
GSM 850
3cr
57'-0"
2
KATHRE3N
742-265
S*
7
YES
NONE
2
7/8*
80'-0*
NO
GSM 19W
57*-0"
7
YES
(2) ERICSSON KRY 112 71/2
2
7/8"
80'-0*
NO
UMTS 850
3a
57'-0'
1
KATHREIN
742-265
T
21
I NONE
2
7/8*
86'-0'
( YES
U8 ug)
UWTS 1900
57'-0*
r
M
(2) U3P 21401
LYE 700
30*
. 57'-0'
1
POWERWAVE
--047-0-0
'r
I
YES
I -
1 0
FIBER
86'-0*-
140
DaSTING AT&T LTE PANEL
ANTENNA (I PER SECTOR.
3 TOTAL) TO BE REMOVED
W LTE
< 22R60%
D=NG AT&T TMAS (4 PER
SECTOR. 12 TO`rAL) TO REMA9+—
DaSTING AT&T UWTS PANEL ANTENNA
(I PER SECTOk 3 TOTAL) TO REMAIN
�G,S'ECTOR
U11TS
IDWNG AT&T 7OOMKz: RRH
UNIT (I PER SECTOR.
3 TOTAL) TO REMAM
DaSTING AT&T CSM PANEL
WrENNA (1 PER SECTOR,
3 TOTAL) TO BE REMOVED -
GSM
LTE
GSM
4.
N, UMTS
LIMTS
cSM
4
V072 REG71STERED
�>"j ARCHIT T
tTHOMAS R. HOLLAND
r
STAATE OF WASHINGTON
REN. 02-18-15
00000 aw
LTE
GsM GSM
5�
LTE
R
700/19W PANEL ANTIDINA SEW
PROPOSED AT&T LTE
<27U M J8TH' OSM GSM
(I PER SECTOR. 3 701
LTE
EXISTING AT&T GSM PANEL
EXISTING AT&T (1) SURGE
ANTENNA (1 PER SECTOR. UMTS SUPPRESSION UNIT TO
UMTS DOSTING AT&T (1) SURGE 3 TOTAL) TO REMAIN
270" ALIMUIPI GSIM SUPPRESSION UNIT TO
REMAIN GSM
EXISTING AT&T GSM PANEL
ANTENNA (I PER SECTOR. TA
LTE
LTE
WCS AT&T (1) SURGE
SUPPRESSION UWr STRAP -
MOUNTED TO POLE WZV14F-
TRUE NORTH TRUE NORTH
W � b,
c" P�)- ft W br
24"'(361 SCALE. 3/8- V.-O. -36- SCALF- 3/.'
11"07' SCAM, apts PROPOSED ANTENNA CONFIGUR-ATION12 EXISTING ANTENNA CONFIGILIPLATION
1--0- 2- 1- 0- 2- 11*xI7' SCALE: 3/16' V-10' 2 1 0 2'
_I 24*.
THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE- ANY USE OR DISCLOSURE OTHER T14AN THAT WHICH RELATES TO CARRIER SERVICES IS STRICTLY PROHIRITFD
Oat&t
mobility
11-0 ��—
WkibT6wjffR-
CONfif UNI" rIONS
PACIFIC TELECOM SERVICES.
LLC
00
C4
0)0
00
4M Z
04
L'i
REVISIONS
NO.
I DATE
I OESCRpnoN
INITIAL
A
WtA(I4
ISSUED FOR PCO REVIEW
GAP
0
05113A4
=0 FCR FIK C==WC=
WJR
NOT FOR CONSTRUCTION UNLESS
LABELED AS CONSTRLJCT10N SET
SHEET TTn-E
ANTENNA CONMURATIONS
SHEET NUMBER
R-F-1-
AT&T GPS A
7/8" 0.0
-SITE PRO I PIP
CLAMP SET (PAR
OR APPROVE[
NOTES
1. LOCATION OF ANTENNA MUST HAVE CLEAR VIEW OF SOUTHERN SKY AND CANNOT
HAVE ANY BLOCKAGES EXCEEDING 25X OF THE SURFACE AREA OF A HEMISPHERE
AROUND THE GPS ANTENNA.
2. ALL GPS ANTENNA LOCATIONS MUST BE ABLE TO RECEIVE CLEAR SIGNALS FROM A
MINIMUM OF FOUR (4) SATELLITES. VERIFY WITH HANDHELD GPS BEFORE FINAL
LOCATION OF GPS ANTENNA.
3. GPS ANTENNA TO BE MOUNTED A MINIMUM OF 10' AWAY FROM ANY EXISTING GPS
ANTENNA
4. IF MORE THAN (1) PURCELL CADNET (OR RACK MOUNTED LTE BASE BAND UNIT) IS
INSTALLED ON SITE, INSTALL GPS SPUTTER: LUCENT, 408762045. KS24535LIO. 1:2
GPS SPUTTER. ASSEMBLY
4
072 REG17STERED
ARCHIT T
tTHOMAS R. H LLAND
r
STAATE OF WASHINGTON
REN. 02-18-15
wwww
010-572-20 3.1 kW 24Vdc MODULAR
SWn=C>KED MODE
MANUFACTURER: CORDEX
HEIGHT (H)
WIDTH (W)
DEPTH (0)
�213HT (Les]
6.3'
3.4"
11.8'
1 10
91
24:x36: SCALE. 'SCALE
' "w" --,o,--TT T, -"'15
11 x1 7 SCALE: SCALE
THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY RY NATURE
9
VERIFY EXISTING CONDITIONS
ALL MOUNTING ATTACHMENTS AND
HARDWARE SHALL BE VERIFIED 13Y
ATTACHMENT MANUFACTUREFIL I
MANUFACTURER: ALCATEL-WCENT
MODEL, RRH2X40-07L-DE
HEIGHT: 24.8"
WIDTH: 11.5'
DEPTH: 5 ' 7'
WEIGHT. 52.91 LEIS
MANUFACTURER� ANDREW
MODEL- SBNHH-ID65C
WE3GHT* 66.14 LEIS
DIMENSIONS: 96.0" X 11.85" X 7.1"
FREQUENCY: REFER TO RF DATA SHEET
11.85
�4
ME
I 1.a5
RF CONNECTOR. TYP
REMOTE ELECTRICAL
DOWNTILT ACTUATOR. TYP BOTrOM
VERIFY EXISTING CONDITIONS -
ALL MOUNTING ATTACHMENTS AND
HARDWARE SHALL BE VERIFIED BY
ATTACHMENT MANUFACTURER.
VEMFY EXISTING CONDITIONS -
ALL MOUNTING ATTACHMENTS AND
HARDWARE SHALL BE VERIFIED BY
ATTACHMENT MANUFACTURER. I
0 0*
IF 11.52"
.0
FRONT
MANUFACTURER: ALCATEL-LUCENT
MODEU
RRH2X6O_19OO
HEIGHT.,
18.90*
WIDTH: -
11.52*
DEPTH:
9.05'
WEIGHT*
50 USS
�' ��'! lw�lvwlNj 4 1
1p- §P�� 1-1//2: - 1:-0: 24
07 SCALE, 4 - 1-0
OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO
91
IT
MECHANICAL
DOWNTILT
rp
REMOTE ELECTRICAL
OOWNTILT ACTUATOP, TYP
VERIFY EXISTING CONDITIONS -
ALL MOUNTING ATTACHMENTS AND
HARDWARE SHALL BE VERIFIED BY
ATTACHMENT %MURACTURER
10 ID 0 10
me
17-00'
FRONT
MANUFACTURER: ALCATEL-WCENT
MODEL*
RRH4X25-WCS
HEIGHT-
31.5'
WIDTH:
12.0
DEPTH:
8.7"
WEIGHT:
70 LEIS
A
MANUFACTURER: ALCATEL LUCENT
MODEL- IJR52703AAAA
WEIGHT. PER MANUFACTURER
DIMENSIONS: 96' X 13.4" X 15.5"
FREQUENCY: REFER TO RF DATA SHEET
13.4*
fp
me
13.4"
RF CONNECTOR. TYP
REMOTE ELECTRICAL t
DOWNTILT �QR
CONNECT! N, TYP
BOTTOM
VERIFY EXISTING CONDITIONS -
ALL MOUNTING ATTACHMENTS AND
HARDWARE SHALL BE VERIFIED BY
ATTACHMENT MANUFACTURER.
MONOPOLE
1 7/8'0 PIPE INCLUDED IN
MOUNTING KIT (091541)
RAYCAP DC SURGE
SUPPRESSION UNIT
STANDOFF SS BANDING
ELEVATION Sul
11 a*
I
c
MIJUN I
21
13.4'
I I
0
MECHANICAL
DOWNTILT
BRACKET
INP f�.t
I
FRONT \_RF
CONNECTOR.
TYP
16.5"
M, %.
i2
- -1. 6
24*x36-
"::o
MONOPOLE
STANDOFF SS BANDING
1 7/8-0 PIPE INCLUDED
IN MOUNTING KIT (081841)
RAYCAP DC SURGE
SUPPRESSION UNIT
PLAN
IESSION UNIT MOUNTIN [-IB]
24'.36* SCALE*
11%17' SCAIE' 1/2*-1' 0'
RAYCAP DC SURGE
SUPPRESSION UNIT
NOTE., TO BE
INSTALLED WITHIN 6
MANUFACTURER: RAYCAP
MODEL* DCO-48-60-18-SF
MOUNTINC
BRACKET BY
MANUFACTURER
I 1A I
(DaW
mobility
WJ&r6 MVJffR-
CONfif UNI" TIONS
PACInC TELECOM SEWCES,
UJC
00
C1
<
<
4M z
rn 0
C4
REVISIONS
NO.
DATE
A
WU04
tSSUM FOR PCD RENAEW
GAP
NOT FOR CONSTRUCTION UNLESS
LABELED AS CONSTRUCTION SET
SHEET TITLE
IT & EQUIPMENT DETAILS
SHEET NUMBER
R-F-2
24-X36- SCALE. 1/2- - 1'-0-
11'07" SCALE. 1/4" - 1'-0 Zr,nFp �0�
NE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION
SCHEMATIC GkOLINDING PLAN I I
GROUNDING KEYED NOTES:
(D CADWELD (TYP). SEE DETAIL 2/E-2.
ANTENNA GROUND 13US BAR NEAR TOP OF MONOPOLE WITH
COAX GROUND KIT. SEE DETAIL 9/E-2 FOR GROUND BAR
CONISIRUCTION. SEE DETAIL 7/E-2 FOR GROUND WIRE
NOTE:
ANTENNA/RRH
IS TYPICAL FO
CONNECTIONS. AND SEE DETAIL 6/E-2 FOR COAX GROUNDING.
MONOPOLE GROUND BUS BAR AT BASE OF MONOPOLE. SEE
DETAIL 9/E-2 FOR GROUND BAR CONSTRUCTION, SEE DETAIL
7/E-2 FOR GROUND WIRE CONNECTIONS.
#6 AWG ANTENNA MOUNT GROUND TO ANTENNA GROUND 13US
BAR (TYP OF 6) SEE DETAIL 5/E-2.
GROUND FROM ANTENNA GROUND BUS BAR TO MONOPOLE
GROUND BUS BAR (TYP OF (2) PLACES).
SEE DETAIL 7/E-2-
#6 ANG RRH UNIT GROUND M ANTENNA GROUND BUS BAR
(TYP OF 9) SEE DETAIL 5/E-2.
NOTE USED.
06 AWG PURCELL CABINET CABINET TO TIE D(M E)aST1NG SYSTEM
GROUND RING.
06 ANG SURGE SUPPRESSION UNIT GROUND TO ANTENNA
GROUND BUS BAR SEE DETAIL S/E-2.
06 AWG TMA GROUND M ANTENNA GROUND BUS BAR (TYP OF
6) SEE DETAIL 5/E-2.
#6 AWG GROUND FROM MONOPOLE GROUND BAR TO TIE INTO
EXISTING MONOPOLE GROUND RING (TYP OF (2) PLACES)
@CONTRACTOR SHALL VERIFY EMSTING CONDITIONS WITH
PROVISIONS FOR (2) 02 AWG BARE TINNED GROUND LEADS FROM
MONOPOLE MGB TO TOWER GROUND RING
TRUIi NORTH
4 1 �j
072 REGISTERED
ARCHIT T
tTHOMAS R ' HOLLAND
r
STAN OF WASHINGTON
REN. 02-18-15
00-W
GROUNDING NOTES & LEGEND
GENERAL GROUNDING NOTES
1. ALL DETAILS ARE SHOWN IN GENERAL TERMS. ACTUAL INSTALLATION
AND CONSTRUCT10N 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 SM ENDS AND EXIT FROM TOWER OR POLE USING
MFR'S PRACTICES.
3. ALL GROUND CONNECTIONS SHALL BE CADWELD. ALL WIRES SMALL BE
COPPER THHN/THWN. ALL GROUND WIRE SHALL BE GREEN INSULATED
WIRE ABOVE GROUND.
4. CONTRACTOR TO VERIFY AND TEST GROUND M SOURCE. GROUNDING
AND OTHER OPERATIONAL TESTING WILL BE WITNESSED BY AT&T
MOBILITY REPRESENTATIVE
5. REFER M 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 AT&T MOBILITY 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.
I GROUNDING ROD NOT I
I SYMBOL DESCRIPTION SYMBOL DESCRIPTION I
0 -COPPER GROUND ROD TEST WELL
0 CADWELD CONNECTION GROUND BAR
N SIDE SPLICE CADWELD
FIELD VERIFY & TIE INTO Eyjs-nNG GROUNDING SYSTEM
1. ELECTRICAL CONTRACTOR SHALL ORDER GROUND RESISTANCE
TESTING ONCE THE GROUND SYSTEM HAS BEEN INSTALLED: A QUALIFIED
INDIVIDUAL. UTILIZING THE FALL OF POTENTIAL METHOD. SHOULD
PERFORM THE TEST. THE REPORT WILL SHOW THE LOCATION OF THE
TEST AND CONTAIN NO LESS THAN 9 TEST POINTS ALONG THE TESTING
LINE. GRAPHED OUT TO SHOW THE PLATEAU.
2. 2—POINT GROUND TEST OR 3—POINT 62X TESTS WILL NOT BE
ACCEPTED AS ALTERNATIVES TO THE AFORE MENTIONED GROUND TESTS.
TEST SHALL BE PERFORMED WHILE THE COUNTERPOISE IS ISOLATED
FROM THE A/C SYSTEM GRIDS AND EXISTING COMMUNICATIONS FACILITY.
(SaW
mobility
WA9;OTW'JffR-
COSIAFUNI" TIONS
PACInC TELECOM SERVICES.
LLC
00
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LJ
REVISIONS
NO.
I DATE
I DESCRFn5N
INITIAL
A
WUV14
ISSUED FOR PCO REVIEW
GAP
05/11VU
=0 FCA FOK CIAM101121
NOT FOR CONSTRUCTION UNLESS
LABELED AS CONSTRUCTION SET
SHEET TnU
saiEwAnc ammom PLAN
SHEET NUMBER
E-1
PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO
�j
4072 REGISTERED
�>t'j
ARCHIT T
7
e5
THOMAS R. HOLLAND
STATE OF WASHINGTON
NOT USEDFI-5
NOT USED
NOT USED
REN. 02-18-15
son
NOT USED
24 X-3 To SCALE
24'M36 SCALE:* NOT TO SCALE
14
OT
24,,36 TO SCALE
ME NNOT
131
F
24 N WALE 12
�17
WN
11 -.167: NOT 'TO SCALE
SCALE
7:
NOT 'TOO SCALE
COAXIAL GROUND KITS W/ LONG BARREL
NOTE, COAT ALL MECHANICAL CONN7nj
RESSION DOUBLE LUGS, ATTACH TO
'--'C0=".ND
WITH 'NOOX' OR APPROVED EQUAL
BAR & INSTALL BY ANTENNA
CONTRACTOR
R
COPPER GROUND BAR.
F0
INSTALLED BY GENERAL CONTRACTOR
0000 0 0
0
0 0 0 0 0 0 0 0
000
0 0 0 0
0
0 0 0 0 0 0 0 000
0
moo 0 0 0
0
0 0 0 0 0 0
L01
24*
FIELD VERIFY
SOLID BARE TINNED
NO
NOT USE
COPPER WIRE CADW&O
GROUND BA
214N.'3176: TO
To
24*436 N SCALE
SCALE: FI-0
24 6: SCALL NOT TO SCALE 9
',317
NOT TO
S NOT
CALQ OT TO SCALE
N
SCALE., OT TO SCALE
#6 AWG FROM ANTENNA
TO ANTENNAS
CABLE GROUND KIT
es4�_Pq
24
ANTENNA CABLE - - - -
12-70
COPPER GROUND
12cr MAX
T
'RAX2TX1/RXO
RX2 TX1/RXI WEATHERPROOFING
BAR ON WAU, ICE
KIT (TYP.)
BRIDGF. FLOOR OR
p
ON ANTENNA TOWER
WEATHERPROOFING KIT
COAX JUMPER
'UM ER
(TYP.)
GROUND KIT (TYP.)
(SIX NOTE 3) -
CABLE GROUND KIT
CONNECTOR
#6 AWG
I
WEATHERPROOFING
00
#6 AWG STRANDED COPPER
TE
KIT (TYP.) SEE NOTE 2
GROUND WIRE (GROUNDED TO
1 ISOLATE FROM TOWER HALO
GROUND BAR). SEE NOTE I & 2
-
'w/ #2 TO LOWER TOWER BUIS
'BAR
CABLE CONNECTOR
-TWO HOLE LUG, OR
NA LE
ANTENNA CABLE
I COPPER ANTENNA GROUND
EXOTHERMIC WELD TO BE
USED WITH 12 AWG SCW TO
NOTES
LOD NOT INSTALL CABLE GROUND KIT AT A
SEND AND ALWAYS DIRECT GROUND WIRE
TO EQUIPMENT (TYP.)
I , BAR, WITH INSULATORS.
BONDED DIRECTLY TO TOP OF
BUILDING SERVICE GROUND
GROUND CONDUCTOR SHALL
BE ELIMINATED WHEN
DOWN TO GROUND BAR.
I MONOPOLE OR UTILITY POLE
TO GROUND RING
OR GROUND RING
GROUND BAR IS
2.GROUNDING KIT SHALL BE TYPE AND PART
NUMBER AS SUPPLIED OR RECOMMENDED
NOTES,
ELECTRICALLY BONDED TO
BY CABLE MANUFACTURER.
DO NOT INSTALL CABLE GROUND KIT AT A SEND AND ALWAYS DIRECT GROUND WIRE
METAL TOWER/MONCIPOLE
DOWN TO ANTENNA GROUND BAR.
GROUND BARS AT BOTTOM OF TOWERS/MONCIPOLES STRUCTURE
94ALL ONLY USE EXOTHERMIC WELDS. -
3. WEATHER PROOFING SHALL BE TWO-PART TAPE KIT. COLD SHRINK SHALL NOT BE USED.
WEATHER PROOFING SHALL BE TWO-PART TAPE KIT. COLD SHRINK SHALL NOT BE USED.
NOT USEDF-8
GROUND
WIRE INSTALLATIO�F7_
CABLE GROUND
KIT CONNECTION177
GROUND CABLE CONNECTIONF5-
24:x36: SCALE NOT TO SCALE
11 x17 SCALE. NOT TO SCALE
24 NOT TO SCA
I I N OT
.17 TO SCALE
24*:r; W N TO SCAI E
OT,
NOT TO SCALE
24 SCA - NOT TO SCALE
176: SCALLFE NOT TO SCALE
I-r
TYPE TA TYPE VN
en
TYPE Nc
TYPE SS
TYPE VV
TYPE QT
TV= PT
NOT USED
NOT USE
CADWELD GROUNDING
NOT USEDF
CONNECTIONS
F41
24" SCALE-- NOT TO
1�
2 6: SCA NOT TO SCALE
LE_-
017
2 �qq: R�� NOT TO
7:
if
14:'
1 SCALE, OT TO SCAI E
(SaW
mobility
400-99N)
WkibT6wNR-
COMMUNICArIONS
PACInC M.ECOM SEINICES,
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00
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<
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04
w
REVISIONS
NO.
DATE
I CEScRFnoN
Wr'AL
A
OV"ItMWED
FOR PCI) REMEW
0
05/14t4
W=FCRF*ftawsm=m
WJR
1
L
r.0 GO
L:T:IOFI CONSTRUCTION UNLESS
LABELED AS CONSTRUCTION SET
SHEET TnE
SHEET NUMBER
-E-2
THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCIION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CARRIER SERVICES IS STRICTLY PROHIBITED.
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r-F-UPOI-OU WY; UJL Pacific Tblecom Servic6s, LLC
2hillins - Phnna! (Sn-ql 2-q2.521.14 3199 C Airood LoOD DdV6. Costa Mesa. CA 92626-3414
.,WA358
LAKE BALLINGER
23931 HWY 99
EDMONDS, WA 98026
AT&T Mobility
16221 NE 72nd Way
Redm.oq0j WA 980512
View: #;.2— November 12, 2014
The illustration above is a represent I ation of . the p ropos4
for any. post production design.changes. h6notree disc
actual livingtree. The final Installation will have cables,
baselon information provided by the client.'Actual construction may vary dependent on approved construction plans and therefore PTS (Pacific Telecom Services) is not responsible
i the event that the proposed i - risfallation includes wrrionotree) The proposed installation is an artistic representation of a tree, and not intended to be an exact reproduction ofan
s, and various atta6hirfients, such asanterihas, nuts, and bolts. While every effort will be made to disguise these components, they will not be readily apparent to the casual;observ&
or, passerby. However,, upon close.. scrutiny, I the true nature of the Installation will be apparent
Prepared by: CJL Pacific Tblecom Servicbs', I LLC
3190 C Aliport Lioip DrIvi, dosta Mesia, CA 02626-3414
Zaiph* Phillips - Phone: (503) 232-5213
4X, 4 TK I
TKI
TV
zone ___C/�
Set —backs
Front 5/yv/
Sides
Rear
Other
.,mmivu or/Auca ncu u.
,"%RKING SPACES PROK
'/ATION
APPROVED BY PLANNING
C o r n e'r� 4-
-d
al
Actu
:1 f 71
EXISTING OUILDING--�,q
R3�21 HWY .99
I/EDMONN
RED LETTERING
ON A WFIITE BACKGROUND
METAL SIGN BOLT TO POST
3"'? QALV. PIPE - PAINTED
EMBED IN CONC. Ft
FINISH GRADE
6" *CONC. FOOTM
n n Ki nT P'KITP-P
WHITE LETTERINr-, SYM130L
ON A BLUE SACKGR"D
-PER $TATE HJC� CQ0.E.
_MFT�L -S ' TION BOLT TO POST
_1��/ .
�M 'M
. _41 _jb I
V'GALV. PIPE - PAINTED
EmBEb. im coNc. r-6"
FINISH GRAM
81 CONC. 1`00TING
HC SIGN AND SYMBOLS
SCALE:NTS
NEW DUMSTER LOCATION
AND NEW ENCLOSURE
PER DI/A-0.2
REMOVE EXISTING
00 NOT ENTER WHEEL STOPS
SIGN FACING EAS
PER D3/A-0.2
FKVftKIY LINE 1601
-- - ------ ------ T
FG
EXISTING
PARKING
8'-6" TYP
S-1 S-10
CZ====3
S-16
44" WIDE WALKWAY STRIPES PAINTED
WITH SLIP RESISTANT PAINT TO DEFIND ROUTE
6' 7.
I
!.�arbageftecycle collection area/enclosure
ize and location approved by.,
ad
R
EXISTING CELLIJI.AR
TRANSMITTER 1OWER
5
Ato
PARKING STRIPING AND WHEEL STOP
Y6
to
C14
-J .
PRO
12�11phl�'NO EP
IN H L IMKING"
TER
V / �, I I'
1 71
*rqFzff
S-17 TYP PAVEMENT
J"
0
8YMILULAKWINTE
9� DD
PER STA HC CODE S-25
S PER D5/1-0.2
�0\#" -RoDr T 36"
Lj -0 ID
ED WHEEL ST P
RELO
V, V1
1A fjV4
Li
Y;
— -- — -- . .. . .. . .. . .. J_ f
PROPERTY LINE 200'
8
APPR 241-611
EXISTING CURBING E
TO REMAJN VAN ACC HC SIGN PER STATE HC CODE
PER 05/A-0.2
E�rqartment FEB 17 2006
A RESUB
5
- - - - - - -- - - - --- - - - - - - - - - - - - - - - - - - - - - - - - - --- - - - EDGE OF DRIVE LANE/PAVED RIGHT OF WAY FROM - STREET TO PARKIN3 LOT - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - City 0 f E el rL nnc rL"4
7 --------------------------------- -- BUILDING DEPARTMENT
APP110VED AS NOTED CITY OF EDMONDS
N01N
B . Y E 21
RESUB
Date:
240THSTREET SW FEB 17 2006
- - — - — - — - — - — - - — - — - — - — - — - — - — - — - — -- - — - - — - - — - — - — - — - — - — - — --- - — --- - — - — - — - — - — - — - — - — - - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — -- — - — - — - — - — - — - — - — - — - — - — - BUILDING DEPARTMENT
-------------------------
CITY OF EDMONDS
NORTH
SITE PLAN
A 1
SCALE: V-10'-011
"O"'T?"EET FILE
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ISSUED REVISED
DATE
PERMIT REV #1
01/18106
PERMIT REV #2
PERMIT REVISION SET
02116/06
SITE
PLAN
A=0111112
I A
10
k
AR, Eq U.6
FEB 17 2006
"""'N
Cir, .0,%,P@,F,3TMENT
NDS
Tq -r
9; FIL E
AfRCHITECTURAL
ALI
51TE PLAN
SITE $ PROJECT INFORMATION
AI,2
GENERAL NOTES / SPECIFICATIONS
AL5
5PECIFICATION5
A2.1
BUILDING PLAN
A3.1
E3UILDIN6 ELEVATIONS
A3.2
BUILDING ELEVATIONS
A4,1
ViALL 5ECTION5
A4.2
DETAIL5
� �S7
E ISTIN6 CONC, STAIRS
. / NEN HANDRAI L5 AND
TREAD RETURNS
NEV4 ENTRY FACADE V41
REMODELED 5TAIR5
AND RAILING
-0
RED SPIRE"
PEAR TREE
RED ROCK R05E
015TU5 CIR15PU5 '5UN T
- (10) TYPICAL -
NEV4 4'-0" VIIDE
LANDSCAPE AREA
REMOVE ASPHALT/
P A V I N 6
EX15TIN6
LAND50APE AREA
TO REMAIN
LINE OF EXIST.
DAY VIINDOIN5 - ABOVE
'Nothn* x- i,.4w sMI be
pernzy-o -dng the
intapretedaaalkw=.got z
. . . . . . . . . . . . . . . . . .
ce� of ey M�y�,t y
nonconforming or unwwlifteff building strixtue
or site oondition whi&. i&. omtsWe: tbe ;;;�; of -the
ffnit aWheation, regairfResas-of.whether at&
ilding, gtradurf., wr condition is .4hown on the
site plan or dra-W"Irig. Su6 building, strucWn or
condition mmy be the m'tia?"t of a,4,-r,,.3,-ate
SITE PLAN
111�_kvcc&
C
EXISTIN6
5UILDIN6
0WNr_R/C0NTFt4r'T0R IS RESPONSIBLE FOR
EROSION CONTROLAND DPAIIVAGE
2
NEN GONG. ADA
RAMP @ I: P
SLOPE MAX.
/ 421, H
ONNER: SEAPAG LLC.,
1155 NORTH 130TH STREET - SUITE 200
SEATTLE, �NA5141N&TON 1,5155
PROJECT ADDRESS: 23q5l H16MAY q1
EDMOND5, NASHIN6TON q50269
LEC7AL PE5(:,RIPTION: FRUITLAND AGRE5 TO LAKE BALLINGER ELK 002
D-04-DEO AT INT E LN 5T RD I AS PREVIOU5LY
DEEDED $ 5 LN LOT 15 50 FLAT TH E 200 FT
TH NLY AT R/A 100 FT TH INLY $ PLT 5 LN LOTS
15 $ 16 TO 5T RD I AS PREVIOUS-LY DEEDED TH
SINLY AL6 5D RD TO P05 LE55 WHY
TAX AGGOUNT NO.: 0045lqOO201504
ZONINO: 50 - GENERAL COMMERCIAL
LOT AREA: 16,qae) S.F. (3CI ACRES)
OV4NER: 5EAPAC LL6
1155 NORTH 150TH ST 5TE 200
SEATTLE, NASHIN6TON q65155
ARCHITECT: FRED BAXTER s A55OGIATE5, ARCHITECTURE
(o4q FIFTH STREET, SUITE 205
MUKILTEO, NA5HINOTON 15215
(4:25) 348-3115
VqATER; ALPERV4000 VqATER DISTRICT
5ENER: NE LAKE NASHIN6TON 5ENER DISTRICT
FLOOR AREAS: (EXISTING To REMAIN)
DA5EMENT 5,40 5,F.
MAIN FLOOR 3,415 S.F.
TOTAL5 6,b5(v 5,F.
NOTE;
516NA6E: SEPARATE PERMITS
r— — PROPE .-YLINE
61A' RAIL F NEIN GUARORA�L
AND �HRAIL AT EXIST. CONC. LANDING
Le
NEV4 ENTRY FACADE
FEX15TIN6 CONCRETE LANDING
AND STAIRS TO REMAIN
W, f,
%VPi
el W_
:77 i7t
o
ENTRYAT
DA5EMENT LEVEL
EX15T. AD PARKII`
TO REMA114
11 15
240TH STREET SN
...... ------
Applicant shall repairl.replace all damage to
WNW or frontagsimprovementsIrt City
dght-of-way per City stkndarcWthtft is caused
tied.
or 00cum'during 1hoa Perm p�ojpc_
VICINITY MAP
.2-3-IT11 P'l "SW'
ep
2 3 6 U. S r. S vv,,
-,-._i�qul St, S)w
I) th
S,
v
IQ
Wa,
y
2,1;1 St Sw
N 205t� St,
N 2031'd L11
N 21)3uJ St
N 202nd St
EXISTINC7
TRASH
ENCL05URZ:
EXISTING A5PHALT
PARKING LOT - NO 6HAN6E5
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ARCHITECTURAL
ALI SITE PLAN
51TE $ PROJECT INFORMATION
A1.2
GENERAL NOTES / SPECIFICATIONS
A13
5PECIFICATION5
A2.1
NEIN BUILDING PLAN
A3,1
NEN BUILDING ELEVATIONS
A5.2
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A4.1
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A4.2
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STRUCTUR.AL
5-1
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5-2
DETAILS
5-5
DETAILS
V,
PROJECT
INFORMATION
ONNER.
5EAPAr., LLC
1155 NORTH 150TH STREET - SUITE 200
SEATTLE, AA5141N67TON qe)155
PROJECT ADDRE55:
25151 H16HNAY q1
EDMONDS, NASHIN(5TON 1502(o
LEGAL DE5CRIPTION:
FRUITLAND ACRES TO LAKEBALLIN6ER BLK 002
V-04-BEC7 AT INT E LN 5T RD I AS PREVIOUSLY
DEEDED $ 5 LN LOT 15 SID PLAT TH E 200 FT
TH NLY AT R/A 100. FT TH NLY 4 FLT .5 LN LOTS
15 $ I(b TO 5T RD I AS PREVIOUS-LY DEEDED TH
5NLY ALG 5D RD To FOB LE55 5/HY
TAX ACCOUNT NO.;
00451,qOO201504
ZONING:
6C - GENERAL COMMERCIAL
LOT AREA:
16,0185 S.F. (.511 ACRES)
ONNER.
SEAPAC LLC
1155 NORTH 150TH 5T STE 200
SEATTLE, NA5HIN6TON qe,155
ARCHITECT:
FRED BAXTER $ ASSOCIATES, ARCHITECTURE
(o4q FIFTH STREET, SUITE 205
MUKILTEO, NASHINGTON qZ3215
(425) 548-5115
NATER;
ALDERV400D NATER DISTRICT
5ENFR:
NE LAKE AA5HIN6TON 5ENER DISTRICT
FLOOR AREA5:
(EXISTING TO REMAIN)
BASEMENT
5,418 S.F.
MAIN FLOOR
5,41f5 S.F.
TOTALS
S.F.
515NAOE, SEPARATE PERMITS
DEFERED 5UBMITtAL5:
1) CANVAS ANNINC75
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236th sw�,,:
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S,etbagks 00
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Sides 0
Rear
Other
Height No Ck el
01
U 4
Applicant shall repair/replace all damage to
utilkies or frontage improvements In City
right-of-way per Chy standards that Is caused
or OCCUrs during the permitted project. 240TH STREET 51/� ft K
r%Tn"EET FILE" RESUB
...... ...... ...... ...... ...... ...... ...... ...... ------ ...... %J
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . North
. . . . . . FEB 0 5 2009
A PROVED BY LANNING
0 5 10 20
SITE PLAN Al m.1
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NEN ENTRY TONER STRUCTURE N1
NEN COLUMNS
FEX15TINC; CONCRETE LANDING
AND STAIRS TO REMAIN
AS NOTED
43
10 -1 11
NEN ENTRY AT
BASEMENT LEVEL
NEN SCREEN @ EXTERIOR
STORAGE AND MECHANICAL
EXIST, ADA PARKING
TO REMAIN
16
EXISTING ASPHALT
PARKIN6 LOT - NO CHAN6E5
FROFERT7 LINE
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44
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RECEIVED
OCT 0279
�"' COM
LAMONFING DOENPTD!
mire
71
RECEIVED
OCT 0 279
CITY OF E . DMONDS
PLANNING DEPT,
. .. ..... . ..
14
oz
AT&T PROPOSES TO MODIFY AN EXISTING UNSTAFFED TELECOMMUNICATION
FACILITY BY ADDING (3) LTE PANEL ANTENNAS (11 PER SECTOR) MOUNTED ON
AN EXISTING 60'-0" MONOPLOE, (6) RRH UNITS (2 PER LTE PANEL
ANTENNA) MOUNTED AT EXISTING ANTENNA MOUNT PLATFORM, (1) SQUID
MOUNTED AT EXISTING ANTENNA LEVEL, (1) GPS ANTENNA MOUNTED NEAR
EXISTING GPS ANTENNA, AND LTE 9412 COMPACT ENCLOSURE TO BE
MOUNTED ON NEW H-FRAME NEXT TO AN EXISTING TE43 EQUIPMENT CABINET.
0)
0)
t'NUt-t.K I T LIINIL
- 240TH ST SW -
PROPERTY LINE
EXISTING ASPHALT�
PARKING AREA
EXISTING
TREES AREA
A
Y
V
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PROPERTY LINE
LLJ
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(If
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EXISTIN'G
PARKING AREA -
77/77////
EXISTING
'7
BUILDING
41r:
LEGEND
SUBJECT BOUNDARY LINE
RIGHT-OF-WAY CENTERLINE
RIGHT-OF-WAY LINE
- — —
— — — — — — — — —
- ADJACENT BOUNDARY LINE
SECTIONAL BREAKDOWN LINE
OHP- OHP-
OVERHEAD POWER LINE
UGP
- UGP - UGP —
BURIED POWER LINE
BURIED GAS LINE
—
OHT - OHT -
OVERHEAD TELEPHONE LINE
UGT
- UGT - UGT —
BURIED TELEPHONE LINE
—W
—W —W —W —
BURIED WATER LINE
—SS—SS—SS—
BURIED SANITARY SEWER
SID
- SID - SID —
BURIED STORM DRAIN
DITCH LINE/FLOW LINE
ROCK RETAINING WALL
VEGETATION LINE
x
X X X X
CHAIN LINK FENCE
WOOD FENCE
X
X X X X
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FA
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ID WATER METER
M
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El CATCH BASIN, TYPE I
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POLE GUY WIRE
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M
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ri SIGN
0
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0 BOLLARD
M
TELEPHONE VAULT
=1 MAIL BOX
0
TELEPHONE RISER
234-21 SPOT ELEVATION
NOTE:
PROPOSED AT&T LTE ANTENNAS,
MOUNTING HARDWARE AND
EQUIPMENT CABINETS TO BE
PAINTED TO MATCH EXISTING
PARCEL NUMBER(S):
00451900201504
LEGAL DESCRIPTION:
THAT PORTION OF LOTS 15 AND 16, PRUITLAND ACRES TO LAKE
BALLINGER, ACCORDING TO THE FLAT THEREOF RECORDED IN VOLUME
10 OF FLATS, PAGE 67, RECORDS OF SNOHONISH COUNTY,
WASHINGTON, DESCRIBED AS FOLLOWS:
BEGINNING AT THE INTERSECTION OF THE SOUTH LINE OF SAID LOT
15 AND THE EASTERLY LINE OF O.S. 99: THENCE EASTERLY ALONG
THE SOUTH LINE OF SAID LOTS 15 AND 16, A DISTANCE OF 200
FEET: THENCE NORTHERLY AT RIGHT ANGLES, 100 FEET; THENCE
WESTERLY PARALLEL TO SAID SOUTH LINE. TO SAID EASTERLY LINE OF
U.S. 99; THENCE SOUTHWESTERLY ALONG SAID EASTERLY LINE TO THE
POINT OF BEGINNING: EXCEPT THAT PORTION THEREOF CONVOYED TO
THE STATE OF WASHINGTON BY DEED RECORDED UNDER RECORDING
NO. 1639846.
VICINITY MAP
MPROVIKIII BY PLANNING
A
North to be determined by
site survey (if possible).
at&t
Your world. Delivered.,
PACIFIC TELECOM SERVICES,
LLC
8828 \ REGISTERED
%I'- ARCHITECT
STATE OF WASHINGTON
EXPIRATION DATE OF THE
LICENSE: 08/20/13
0-)
0
00
cy)
<
0
LLJ
REVISIONS
NO.
DATE
DESCRIPTION
INITIAL
A
12/22/10
ISSUED FOR PCD REVIEW
A�
0
05/10/11
ISSUED FOR FINAL CONSTRUCTION
WC
NOT FOR CONSTRUCTION UNLESS
LABELED AS CONSTRUCTION SET
SHEET TITLE
SITE PLAN
24"x36" SCALE: 1" = 30'-0" !!!5-WEE COMMOM
11"x17" SCALE: 1" = 60'-0" 30' 15' 0" 30' SITE PLAN
THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CARRIER SERVICES IS STRICTLY PROHIBITED.
RECEIVED
JUL 2 9 2011
BUILDING DEPARTMENT
MY OF EDMONDS
a
APPROVED BY PLANNING
CONSTRUCTION TYPE _V�
VV?14L
OCCUPANCY GROUP Uu t�
OCCUPANT LOAD _L&::!�K,
PARKING SPACES RE7QD7-::Lq::Z
PARKING SPACES PROPOSED:
BARRIER FREF PARKING SPACES:
14-24ly-1
a
REMOVE EX. SHRUBS &
PATCH ASPHALT
DICAP/
klZO M E
POSTED
'ENTER ONLY'
_�lo
1-00
5:
E-XISTING BUILDING
23931 HI -WAY 99
EDMONDS, WA
0
I \ -A /--'N J V
Ee
POSTED ONE WAY
'PARI�NG PERMIT REQUIRED'/c
6 r?a
0 /"*\ @
-----------------------
I I + 4
EXISTING ........
CELLULAR
EXISTING
TRANSMITTER . . . . . .
PLANTED
AREA
TOWER .......
BARRIER FREE
DROP ZONE
Li
_j
V)
BARRIER FREE
PARKING STALLS
STANDARD PARKING 25
STALLS
POSTED
'PARKING PERMIT REQUIRED'
100
.00 CD
lq ui
4q
0
<
20V P.L.
12.94 20.00
Noe
ENTER ONLY'
C>
c�
C'4
S.W. 240th STREET
PARKING PLAN
SCALE: 1" = 10'-0"
N
ONE WAYo,
m
20.00
Nil
Of C)
rol
uj
20.00
1 4
Ld
z
12.86 12.00
NOTE:
ALL ISLANDS AND STALL OUTLINES
SHALL BE A PAINTED STRIPE PER
ECDC 18.95.020
POSTED
'EXIT ONLY'
"--wwst)
REV. 1
REVISE PARKING STALL LAYOUT
SHOW CURB REQUIREMENTS
REVIEW COMMENTS FROM CITY OF EDMONDS
PROJECT:
TENANT IMPROVEMENT
23931 HWY. 99 -
EDMONDS, WA 98026
OWNER:
YOUG-HWA KIM
23931 HWY. 99
EDMONDS, WA .98026
GENERAL CONTRACTOR:
FRANK CONSTRUCTION, INC.
4400 168TH ST SW SUITE 103
LYNNWOOD, WA 98037
POC
YOUNGYU
PHONE: 425-745-3121
FAX: 425-745-3987
SHEET TITLE
SITE PARKING PLAN
DATE:
JANUARY 5th, 2004
DRAWING NO,
c 410 zi
FA
SHEETINDEX
PROJECT
INFORMATION
ARZHITECTURAL
5EAPAr., LLr.,
AIJ 51TE PLAN
1155 NORTH [BOTH STREET - SUITE 200
51TE $ PROJECT INFORMATION
SEATTLE, ViA514INGTON c15153
A1.2 6ENERAL NOTES / 5PECIFICATION5
AI.5 5PECIFICATION9
PROJECT ADDRE55;
25431 HI&HNAY C11
A2.1 BUILDING PLAN
EDMONDS, VqA5HINC7TON cle,026
A3.1 BUILDINS ELEVATIONS
A3.2 BUILDINC7 ELEVATIONS
LEC7AL DESCRIPTION:
FRUITLAND ACRES TO LAKE BALLINC7ER BLK 002
A4.1 VqALL SECTIONS
P-04-13E6 AT INT E LN 5T RE? I AS PREVIOUSLY
A4.2 DETAILS
DEEDED $ 5 LN LOT 15 5D PLAT TH E 200 FT
be
TL j�iA ADV
�Oi � '18:1A91 00be
tetg fe�txv el
ce
OT OW�l DU i�ve
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Vag$
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NEYi HANDRAI L5 AND
T TRE P p
'I
REAP RETURNS
x
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REMODELED STAIRS
AND RAILIN6
CO.
"RFD SPIRE"
PEAR TREE
RED ROCK R05E
015TU5 CRI5PU5'5UN)rET'
(10) TYPICAL
NEN 4'-0" AIDE 0,
LANDSCAPE AREA
REMOVE A5PHAL
FAVIN6
EXI57INr7
LANP50APE A EA�
To REMAIN -4
ONE OF EXIST,
BAY V41NOOV45 - ABOV
TH NLY AT R/A 100 FT TH NLY $ PLT 5 LN LOTS
15 $ 16 TO 5T RD I AS PRE\/IOU5-LY PEEPED TH
5NLY ALG 5D RD TO POB LF-55 5/14Y
TAX ACCOUNT NO.:
00451100201504
ZONINO;
6r-. - 6ENERAL COMMERCIAL
LOT AREA:
I(M55 S.F. (.5cf ACRES)
OVqNER:
SEAPAC LLC
1155 NORTH 150TH 5T STE 200
SEATTLE, NA5HINC77ON 18153
ARCHI TECT:
FRED BAXTER s ASSOCIATES, ARCHITECTURE
(W FIFTH STREET, SUITE 205
MUKILTE0, NA5HINGTON q5215
(425) 34a-3q15
NATER:
ALPERV400D NATER P15TRIOT
5ENER:
NE LAKE V4A5HIN6TON 5EVqF-R DISTRICT
Zone Comer Flag_
Setback Re%L�ired Actual
FLOOR AREAS:
(EXISTING To REMAIN)
Front
Sides ........
BASEMENT
MAIN FLOOR
5,415 S.F.
5,415 S.P.
Rear
TOTAL5
S.F.
Other
hight
NOTE:
51r7NA(5E: SEPARATE
PERMITS
PARKING SPACES REM: Mcl
I Z
C41A TIEWNV� 7
PARKING
Ctweq-�'�, v&c- "0
SPACES PROPOSED: a��
BARRIER FREE PARKINGSPACES:
I
— — - --- — — — I — L — 7,--
T-10 4 5
NEVi GONO. ADA
RAMP @ Id2
SLOPE MAX,
4
NEN 6UARPRAIL
AT EXIST. 0ON0. LANDIN6
r--NEV`4 ENTRY FACADE
EXIST145 CONCRETE LANDINe
AND STAIRS To REMAIN
ENTRY AT
BASEMENT LEVEL
240TH'STREET S�N
...... ...... ......
46 1-0
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N 1-026d St
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