Application~E IDIAN~ •
IDAHO
TRANSMITTALS TO AGENCIES FOR COMMENTS ON
DEVELOPMENT PROJECTS WITH THE CITY OF MERIDIAN
Mayor Tammy de Weerd
City Council Members:
Keith Bird
Brad Hoaglun
Charles Rountree
David Zaremba
To ensure that your comments and recommendations will be considered by
the Meridian Planning and Zoning Commission please submit your
comments and recommendations to Meridian City Hall
Attn: Jaycee Holman, City Clerk, by: 28-Apr-11
Transmittal Date: April 19, 2011 File No.: CUP 11-001
Hearing Date: May 5, 2011
Request: Public Hearing -Conditional Use Permit approval of a 100-foot tall wireless
communication (cell tower) facility in an R-4 zoning district for Verizon Wireless
Meridian High School
By: Nefi Garcia, Technology Associates
Location of Property or Project: 1900 W. Pine Avenue
Joe Marshall (No FP)
Scott Freeman (No FP)
Steven Yearsley (No FP)
Michael Rohm (No FP>
Tom O'Brien (No FP)
Tammy de Weerd, Mayor
Charlie Rountree, C/C
Brad Hoaglun, C/C
Keith Bird, C/C
David Zaremba C/C
Sanitary SeNICeS (No VAR, VAC, FP)
Building Department /Rick Jackson
Fire Department
Police Department
City Attorney
City Public Works/Scott Steckline
City Planner
Parks Department
Economic Dev. (cuP only>
City Engineer
Your Concise Remarks:
Meridian School District (IVo FP)
Meridian Post Office (FP/PP/sHP only>
Ada County Highway District
Ada County Development Services
Central District Health
COMPASS (Comp Plan only)
Nampa Meridian Irrig. District
Settlers Irrig. District
Idaho Power Co. (FP,PP,cuP/SHP only)
QWest (FPlPP/SHP only)
IntermOUntaln G8S (FP/PP/SHP only)
Idaho Transportation Dept. (IVo FP)
Ada County Ass. Land Records
Downtown Projects:
Meridian Development Corp.
Historical Preservation Comm.
South of RR / SW Meridian:
NW Pipeline
New York Irrigation District
Boise-Kuna Irrigation District
Boise Project Board of Control /Tim Page
City Clerk's Office • 33 E. Idaho Avenue, Meridian, ID 83642
Phone 208-888-4433 •Fax 208-888-4218 • www.meridiancity.org
•
E IDIAN--- Planning Department
p c:~ ~ ~ COMMISSION & COUNC VIEW APPLICATION
"` ,~°
Type of Review Requested (check all that apply) ;;°'; „
^ Alternative Compliance "~
^ Annexation and Zoning ,,,
^ Comprehensive Plan Map Amendment
^ Comprehensive Plan Text Amendment STAFF USE ONLY:
^ Conditional Use Permit
^ Conditional Use Permit Modification File number(s): L'll P - I l -Oq l
^ Design Review
^ Final Plat
^FinalPlatModification Project name: 1~2ri?-~'- V~/irG1tSS Mtri~l;ar-
^ Planned Unit Development Date filed: - I ( Date complete: - ~ 1
^ Preliminary Plat
^ Private Street Assigned Planner: ~hY'ti u.JA-~1"fCrS
^ Rezone Related files:
^ Short plat
^ Time Extension (Commission or Council)
^ UDC Text Amendment Hearing date: 5-5 - I 1 jt~ Commission ~ Council
^ Vacation (Council)
^ Variance
^ Other
Applicant Information
Applicant name: Nefi Garcia--Technologv Associates Phone: 702-429-0410
Applicant address: 9847 S 500 W. Sandy, UT Zip: 84070
Applicant's interest in property: ^ Own ~ Rent ^ Optioned ^ Other
Owner name: Joint School District #2
Phone: 208-350-5217
Owner address: 2301 E. Lanark St, Meridian ID Zip: 83642
Agent name (e.g., architect, engineer, developer, representative): Nefi Garcia
Firm name: Technology Associates, agent to Verizon Wireless Phone: 702-429-0410
Address: same as applicant Zip:
Primary contact is: ~ Applicant ^ Owner ^ Agent ^ Other
Contact name: Phone:
E-mail: Fax:
Subject Property Information
Location street address: 1900 W. Pine Ave Meridian, ID 83642
Assessor's parcel number(s): S12111-316-25
Township, range, section: 3N, 1 W, Sec. 11 Total acreage: 5.469
Current land use: baseball field at MHS Current zoning district: R-4
s~~-
33 E. Broadway Avenue, Suite 210 • Meridian, Idaho 83642
Phone: (208) 884-5533 • Facsimile: (208) 888-6854 • Website: www.meridiancity.org
1
Project Description
Project/subdivision name: BOI Cherry--Verizon Wireless
General description of proposed project/request: replace 80' baseball field light (SE line) with a 100'. Lights will
stav at 80 and VZW at 100'. Place a 12' x 26' shelter on grade
Proposed zoning district(s): n/a
Acres of each zone proposed: n/a
Type of use proposed (check all that apply):
^ Residential ^ Commercial ^ Office ^ Industrial ^~ Other cell site
Amenities provided with this development (if applicable): improved VZW coverage
Who will own & maintain the pressurized irrigation system in this development? n/a
Which irrigation district does this property lie within? Nampa and Meridian
Primary irrigation source: n/a
Secondary:
Square footage of landscaped areas to be irrigated (if primary or secondary point of connection is city water): n/a
Residential Project Summary (if applicable)
Number of residential units: n/a Number of building lots: n/a
Number of common and/or other lots:
Proposed number of dwelling units (for multi-family developments only):
1 Bedroom:
Minimum square footage of structure(s) (excl. garage):
Minimum property size (s.fj:
Gross density (DU/acre-total land):
Percentage of open space provided:
Percentage of useable open space:
Proposed building height: _
Average property size (s.f.):
Net density (DU/acre-excluding roads & alleys):
Acreage of open space:
(See Chapter 3, Article G, for qualified open space)
Type of open space provided in acres (i.e., landscaping, public, common, etc):
Type of dwelling(s) proposed: ^single-family ^ Townhomes ^Duplexes ^Multi-family
Non-residential Project Summary (if applicable)
Number of building lots: n/a Other lots: n/a
Gross floor area proposed: 312 sq feet for shelter Existing (if applicable):
Hours of operation (days and hours): Building height: shelter is 10'
Percentage of site/project devoted to the following:
Landscaping: n/a Building: n/a Paving: n/a
Total number of employees: n/a Maximum number of employees at any one time: n/a
Number and ages of students/children (if applicable): n/a Seating capacity: n/a
Total number of parking spaces provided: n/a Number of compact spaces provided: n/a
Authorization
Print applicant name: N ~f' v
Applicant signature: ,/~/i~_~,~
2 or more Bedrooms:
Date: 5 Apri12011
33 E. Broadway Avenue, Suite 210 • Meridian, Idaho 83642
Phone: (208) 884-5533 • Facsimile: (208) 888-6854 • Website: www.meridiancity.org
2
Technology Associates
^
Technology Associates
www.taic.net
5 Apri12011
City of Meridian
33 E. Broadway #210
Meridian, ID 83642
Attn: Planning and Zoning Department
Re: Request for Conditional Use Permit
1900 W. Pine-Meridian High School
Verizon Wireless (VZW) is constantly looking at improving their wireless network and they have
determined that improved cell phone coverage is needed in and around Meridian High School. As a result,
VZW is proposing to place a cell site at MHS.
VZW prefers to use any "vertical real estate" (aka: collocation) that is available in the area for the cell site.
There are baseball field lights at the school and VZW proposes to replace the existing 80 foot light
standard that is at the SE line of the field. It will be replaced with a 100 foot light standard, because that is
the needed height to fulfill VZWs coverage objectives. The baseball field lights will be replaced at their
current height.
On the east side of the pole, VZW will place an unmanned shelter that will house all the electronic
equipment. The dimensions of the shelter is 12' x 26'.
A CUP and variance are needed for this application due to a number of factors: the high school is zoned
residential and the "new tower" exceeds the maximum height allowed for the district.
Per 11-4-43, paragraph D, certain documentation is required for approval:
1. Letter stating that the facility will be in compliance with FCC standards for RF emissions.
Said letter is attached, written by the VZW RF engineer.
2. A letter committing the tower owner to allow collocation. The school will own the tower, not
VZW, so the school will allow other carriers to collocate, because they will gain additional
revenue. The pole will be designed to hold 1 more carrier.
3. After zoning approval is granted, the VZW compliance department will file with the FAA for
their approval/no approval. At this location, FAA approval will not be needed, but VZW will
still apply and get a formal letter from the FAA.
4. Propagation charts showing before and after coverage is included in this packet.
5. The proposed site is the most appropriate site for this area, because VZW will use an existing
structure. The terrain is relatively flat and nothing will obstruct the facility.
Please find attached all the necessary documentation to support this application.
9847 S. 500 W. Sandy, UT 84070
801-463-1020 (Office) 801-562-0661 (Fax)
•
Technology Associates
^
Technology Associates
www.taic.net
Should you have any questions, please don't hesitate to call me at 702-429-0410.
Sincerely,
_p ~ /
~~ • ~~~~
Nefi Garcla
Technology Associates, Agent for Verizon Wireless
9847 S. 500 W. Sandy, UT 84070
702-429-0410 (Mobile)
E-Mail Address: nefi.garcia(a t`aic.net
9847 S. 500 W. Sandy, UT 84070
801-463-1020 (Office) 801-562-0661 (Fax)
•
5 April 2011
City of Meridian
33 E Broadway
Meridian, ID 83642
Meridian School District is entering into a cell tower lease with Verizon Wireless at Meridian High
School. Verizon will swap out one of the baseball field light poles with a taller and stronger one. The
additional height will also allow the school district to collocate other carriers on that pole. The school
will own the pole and as a result we will allow the shared use of the tower (as required by Meridian code
section 11-4-3-43D.3), if an additional user agrees in writing to meet reasonable terms and conditions
for shared use.
Should you have any questions, please do not hesitate to contact me.
Sincerely,
til/ayne ?fanners
Wayne Hanners
ver~Lnw~~iess
City of Meridian,
I am working as the RF Engineer on this proposed modification to
the existing unmanned communication pole and light tower at the
Boise Cherry site at 1900 West Pine Avenue for Verizon Wireless.
Verizon is proposing to replace the light pole with its own
communications pole. Verizon Wireless will ensure that all FCC
standards and requirements are met including compliance with the
Commission's regulations regarding human exposure to radio
frequency emissions and transmit levels. Access to the site and the
appropriate signage will be in compliance with the FCC guidelines.
KC Gibson
RF Engineer, Idaho
208-251-7506 (mobile)
208-346-9954 (office)
Verizon Wireless
•
11 April 2011
City of Meridian
Attn: Sonya Watters
33 E Broadway
Meridian, ID 83642
Per UDC 11-4-3-43H.2, should a carrier wish to install a new cell tower, it must first be explained why
existing structures cannot be used.
First of all, the Verizon Radio Frequency (RF) Engineer has determined that in order to meet VZW's
coverage objectives, the needed height is 100'. Within a mile radius of the proposed site at MHS are 3
existing cell towers (see map below)and why they cannot be used for VZW:
1. Clearwire site at Meridian Junior High School-it's only a 45' structure so it's too short plus
it's maxed to its structural capacity
2. AT&T guyed tower about a mile to the north-tower has enough height but will be coming
down in a few years, plus it's too far north
3. T-Mobile tower (owned by Mobility) about %:mile to the south-tower is 100' tall with T-
Mobile ontop. 90' and lower is available. The issue is that VZW won't get the required
coverage objectives, which is primarily inside coverage to MHS and the neighborhood to the
north.
Within the required search ring (and even beyond it) there are no structures that are 100' tall. The
closest tallest structure are the ball field lights at MHS and that is why the school has been selected-
they have existing vertical real estate (80' field lights) and locating a cell site at the school allows VZW to
meet their coverage objectives.
Should you have any questions, please do not hesitate to contact me.
Sincerely,
Nefi Garcia
•
EXISTING TOWERS WITH A MILE RADIUS OF MHS
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791361~~ WARRANTY DEED 43E •~ Lg~a,
For Valuc Rocaived LOUi3 L. KI$SR and NORMA J. KISER, husband
and wife,
the gfantors , do hereby rrant, burgaia, sell and convey aato
JOINT SCHOOL DISTRICT N~~O••. 2, ADAppaAlp CANYON CO[1NTIES, ', t;.
tho gtstnteoa~ho~lowincrfbed ~nlse°7~~vit~`4~~~'~ g~y'~
PARCEL A
A parcel of land in Section 11, Township 3 North,•Range 1 Nest, Boise
Meridian, Ada County, Idaho, more particularly described as f=ollows s.•
Commencing at the East one-quarter section cornier of Section ll, TowYti,..lp•
3 North, Range 1 West, Boise Meridian, Ada Cousity; Zdaho; thence West aloe
the half section line, 1326.35 feet to a point; thecae North 0.02' east,'
265.20 feet to a point; thence South 69°30' West, 153.60 feet to a point=
thence North 77°39' West, 95.10 feet to a point; thence North 84°33' West,
22.00 feet to the REAL POZNT OF BEGINNING: thence North 84°33' west 196.27
feet to a point; thence North 0°02' East, 566.25 feet to a steel pin on
the centerline of an irrigation ditch; thence Sotith 73°24'30"• Bast, along
said centerline, 88.16 feet to a steel pin; thence South 83.46' Sast,
along said centerline 69.01 feet to a point; thence South 72°55'30" East,
along said centerline 44.22 feet to a point; thence South 0°02' West,
539.25 feet to the REAi, PLACE OF BEGINNING.
PARCEL B
A tract of land in Section 11, Township 3 North, Mange 1 West, Boise
Meridian, Ada County, Idaho, more particularly described as follows•s
Yi ..
Commencing at the East quarter section corner•of said Ssction'li; thence
west along the: Mid-section line 1326.35 feet.to a point; thence North
0°02' East, 265.20 #eet to a iron pin, the REAL POINT OF BEGINNING= thence
North 0°02' East 445.54 feet to an iron pins thenae•NOrth 81°46' west,
99.44 feet to an iron pin; thence'Nort:h 65°09' west '140.82 feet to an iron
pin; thence North 72°26' west 96.12 feet to an iron pin= thsnas South
O°02' West 519.72 feet to an•iron pan= thence South 64°33' East 22.00.
feet to an iron pin= thence. South 77°39! East, 95.10 feet'to•an iron pin=
thence orth 89°30' East 153. feet tike REAL POINT OF BEGINNING.
CONTINUED ON I~v>~R~E S~E NF.RE) •
TO HA E AND TO IIOLA a seta pro sea, with sir itpputteoinees unto the said Grantee
its heirs and assigns forever. And• the said Grantors ' do hereby eoueoant to• and •
with the said Grantee ,that they are the owners in tee simple of said premises; that said
p+cmisea nro free tram +tll incumbrnnoes except for taxes for the year 1978, 'and
assessments for 1979,
and that they wit! warrant and defend the sutne from all lawful claifns whatsoever.
Dated: ~'li•.~ r /. sx i~ 7r,
STATI: OF IDAHO, COUNTY OF ADA,
o" this _i^"f• •i any sr March , ID 79,
botore me, 0.aio~C tpa~`bi gyi3i,and for said State, Doreonaily
LOL'IS•LL KISEI~i:and
NORMA J. "IrI$EB;,~l~tusband and
known to"•me to•Ire ehb p`eRwnS'+ wehose nrme s as
aubser'bed ~ lhs w~Qljn~inj~rument, and ackno.vlsdQed to
m thgt ~``•.i,.(~~,~Ipy•~) a_ tad wme.
/ ~ ~ ~/~
Notary ubfia
I~..iain ae Meridian . nd.ho
Comm. Eupins
STATl+1 OF IDAHO, COUNTY OF~•~N~t/
i hereby eerti4 that this imtromeat seas ekd tar t~smed at
the Bequest or CHICAGO TITLE CU. p
at ~ mfm~tes past ~~ etdoek
this t ~~ ~' ~ day nt ~il.Q~ m ;
tD ~~ in +r: oAiee, and duly recorded ie Boot~r`
of Deeds st f~•~s Ap•~•
;viil~~i•'1.7i;~-4
,. ~~
By
Fns s~' .•~ ~tT
$sll•to+
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4~6 8 c2
TOGETHER with the following described easements
An easement fvr a Roadway, 16 feet in width, adjacent on the West .
and the Northerly to the following described lines '
Beginning at the East 1/4 corner of Section 11, Township 3 North,
Range 1 West of the noise Meridian, in Ada County, State of Idaho;
thence West along the East West mid-section line a distance of
1790.15 feet to the real point of beginning; thence North 0°02' East ~ .
a distance of 304.6 feet to a point; thence South 84°33' East a
distance of 196.4 feet.
x* '~•
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ADA COUNTY RECORDER ~. DAVID NAVARRO AMOUNT B.BD
BO1SE IDAHO 06109~B 03;~9 PM
DEPUtIf Gail Qanaft
RECORDED-REQUEST OF III ~'ll'I~'ll~'~I'~II'~I'll~ ~ III
FoPoyFreemaa Borton 1060gi835
QUITCLA][M DEED
For Value Received, Grantor, JOIlVT SCHOOL DISTRICT N0.2, an Idaho school district
and body corporate and politic of the State of Idaho, does hereby convey, release, remise, and forever
quit claim unto Grantees, THOMAS A. GE1LE and BARBARA J. GEILE, husband and wife ,whose
current address is 2150 W. Pine Street, Meridian, Idaho 83642, all of Grantor's right, title, and
interest in an easement over and across the following described property located in Meridian, Ada
County, State of Idaho, to wit:
An easement for. a Roadway, l6 feet in width,. adj scent on the West and the Northerly
to the following described Line:
Beginning at the East 1/4 corner of Section 11, Township 3 North, Range 1 West of
the Boise Meridian, in Ada County, State of Idaho; thence West along the East West
mid-section line. a distance of 1790.15 feet to the real point of beginning; thence
North 0°02' East a distance of 304.6 feet to. a point; thence South 84°33' East a
distance of 196.4 feet.
TO. HAVE AND TO HOLD the. said premises, unto the said Grantees and their heirs and assigns
forever.
Dated this ~ day of May, 2006.
JOINT SCHOOL DISTRICT N0.2
By:
r. PNDA CLARK
Its: Superintendent
QUITCLAIM DEED - 1
..
-- •
._ • -- --
STATE OF IDAHO )
ss.
County of Ada ) '
On the _~ day of May, 2006, before ~me, the undersigned, a Notary Public in and for said
State, personally appeared Dr. Linda Clazk, known or identified to me to be the Superintendent of
Schools and Authorized Representative of Joint School District No. 2 wha executed the within and
foregoing instrument on behalf of said school district, and acknowledged to me that said school
district executed the same.
IN WITNESS WHEREOF, I have hereunto affixed my official seal the day aad year first
above written.
Notary Pub 'c or Idaho
Residing at Idaho
,~~.a`~~. ~A, Dtj^; •y~ My Commission Expires: 3 .Z?-0 9
.•~ 4~G C
4 ~pTARr
~~~ ~
Z
s * pUBL~~
r
• QUITCLAIM DEED - 2
._ ~ ._ ._ •
Exhibit A
A parcel of land in Section 11, Township 3 North, Range 1 West, Boise Meridian, Ada
County, Idaho, more particularly described as follows:
Commencing at the East one-quarter section corner of Section 11, Township 3 North,
Range 1 West, Boise Meridian, Ada County, Idaho; thence West along the half section
Ifne,1326.35 feet to a point; thence North 0°02' East, 265.20 feet to a point; thence
South 89°30' West, 153.60 feet to a point; thence North 77°39' West, 95.10 feet to a
point; thence North 84°33' West, 22.00 feet to the REAL POINT OF BEGINNING;
thence North 84°33' West 196.27 feet to a point; thence North 0°02' East, 566.25 feet to
a steel pin on the centerline of ~n irrigation ditch; thence South 73°24'30" East, along
said centerline, 88.16 feet to a steel pin; thence South 83°46' East, along said centerline
69.01 feet to a point; thence South 72°55'30" East, along said centerline 44.22 feet to a
point; thence South 0°02' West, 539.25 feet to the REAL PLACE OF BEGINNING.
AND
A tract of land in Section 11, Township 3 North, Range 1 West, Boise Meridian, Ada
County, Idaho, more particularly described as follows:
Commencing at the East quarter section corner of said Section 11; thence West along
the Mid-section line 1326.35 feet to a point; thence North 0°OZ' East, 265.20 feet to a
iron pin, the REAL POINT OF BEGINNING; thence North 0°02' East 445.54 feet to an
iron pin; thence North 81°46' West, 49.44 feet to an iron pin; thence North 65°09' West
140.82 feet to an iron pin; thence North 72°26' West 96.12 feet to an iron pfn; thence
South 0°02' West 519.72 feet to an iron pin; thence South 84°33' East 22.00 feet to an
iron pin; thence South 77°39' East, 95.10 feet to an iron pin; thence North 89°30' East
153.60 feet to the REAL POINT OF BEGINNING.
Chicago Title 5001151182SRJ
.. ~o.r C:b.,,„a.~
M•~.s_
AFFIDAVIT 4F LEGAL INTEREST
STATE OF IDAHO
COUNTY OF ADA
I, t-irda Clark 1303 ~ Gc~t~•ra•l br ~ ve
(name) (address)
IV~IX~.QQ~VI ~~
(city} (state)
being Cirst duly sworn upon, oath, depose and say:
That I am the record owner of the property described on the attached, and I grant my
permission to: S/a.,~, ~ v
~Sy? S. ~ w. Y, r
~~ 2 ~, .mac ~ ~ j -~ ~ c. :.~~.,-.~ +~~ ~ r~,~_ ~ ~,-tN~~.~ i3,~--~ 6€~;..; ~ rlo~
~~ ` ' ,
(name) (address) ~j ~ j t t ~~-
to submit the accompanying application(s) pertaining to that property.
2. I agree to indemnify, defend and hold the City of Meridian and its employees harmless
from any claim or liability resulting from any dispute as to the statements contained
herein or as to the ownership of the property which is the subject of the application.
I hereby grant permission to City of Meridian staff to enter the subject property for the
purpose of site inspections related to processing said application(s).
Uated this ~ ~ day of ~tt.I'l;t. , 20 (0
(Signature
SUBSCRIBED AND SWORN to before me the day and year first above written.
~~`°•••1A •q'••••~,~~~ y~(Notary Public for Idaho)
`',,~.~~ ~~,...+•••y (~~~,~,~r Residing at: i.LI Q11-~ /.lw~Ct.Lc~ ~.j
OTq ~ y~
~ ~ R My Commission Expires: 3 •a?-!5
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•
CITY OF MERIDIAN
• /5~i C
PRE-APPLICATION MEETING NOTES _
Project/Subdivision Name:1VLe~',~~~~ f-(i 9~- S~~tero( Q~r/zc (es ,f- ~-~~^*c Date: 3~15-I1
Applicant(s)/Contact(s):. tip~;~ Ga~c~a
City Staff: Pe- i3:1! S~ o ~`
Location: ! yao W . ~~~ r.~
Comprehensive Plan Future Land Use Map Designation: G; r,c Size of Property: ~ 3 ~c~es
Design Guidelines Development Context N~
Proposed Use: u/'~ax less ~~,~,.~,.,;~.ti.L;a~ ~~,/;~ Proposed Zoning: n/A
Existing Use: =A/<' S~lua Existing Zoning: ~'-U
Surrounding Uses: e s, ,l ~, -r!-~ a ~ / a -~'-F'r
Street Buffer(s) and/or Land Use Buffer(s): N~
Open Space/Amenities/Pathways: __~~+
Access/Stub StreetslStreet System: ~h
Sewer & Water Service: ~/q
Topography/Hydrology/Floodplain Issues: N/~- -
Canals/Ditches/Irrigation/Hazards:
History: C u ~ ~a - o a
Additional Meeting Notes: ~ ~-C, ~~ ~ ,~ o .G~ ~s- n,, ~ p -~; ~ , ~ / ~a~' ~ : ws
Other AgencieslDepartments to Contact:
^ Ada County Highway District ^ Nampa Meridian Irrigation District ^ Public Works Department
^ Idaho Transportation Department ^ Seftler's Irrigation District ^ Building Department
^ Sanitary Services Company ^ Police Department ^ Parks Department
^ Central District Health Department ^ Fire Department ^ Other.
A plication(s) Required:
Administrative Design Revievw~i~3.~ ^ Conditional Use Permit ModificationlTransfer ^ Short Plat
Alternative Compliance ^ Development Agreement Modification ^ Time Extension -Council
^ Annexation ^ Final Plat ^ UDC Text Amendment
^ City Council Review ^ Final Plat Modification ^ Vacation
^ Comprehensive Plan Amendment -Map ^ Planned Unit Development ^ Variance
^ Comprehensive Plan Amendment -Text ^ Preliminary Plat ^ Other
Conditional Use Permit ~ i369,uo ^ Private Street
Notes: 1) Applicants an; n;quired to hold a neighborhood meeting in accord with UDC 11-5A-5C prior to submittal of an application
requiring a public hearing (except for a vacation or short plat); and 2) All applicants for permits requiring a public hearing shall post the
site with a public hearing notice in accord with UDC 11-5A-5D.3 (except for UDC text amendments, Comp Plan text amendments, and
vacations). The information provided during this meeting is based on current UDC requirements and the Comprehensive Plan. Any
subsequent changes to the UDC and/or Comp Plan may affect your submittal and/or application. This pre-application meeting shall be
valid for four (4) months.
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__
• •
COMMITMENT OF PROPERTY POSTING
Per Unified Development Code (UDC) I 1-SA-5D, the applicant for all applications requiring a
public hearing (except for a UDC text amendment, a Comprehensive Plan text amendment
and/or vacations) shall post the subject property not less than ten (10) days prior to the hearing.
The applicant shall post a copy of the public hearing notice of the application(s) on the property
under consideration.
The applicant shall submit proof of property posting in the form of a notarized statement and a
photograph of the posting to the City no later than seven (7) days prior to the public hearing
attesting to where and when the sign(s) were posted. Unless such Certificate is received by the
required date, the hearing will be continued.
The sign(s) shall be removed no later than three (3) days after the end of the public hearing for
which the sign(s) had been posted.
I am aware of the above requirements and will comply with the posting requirements as stated in
UDC 11-SA-5.
/ S~-APa~~ 2~1t
~-~ ~ ?~ ca
Applicant/a nt si ature Date
File No.: CUP-11-001
Project Name: Verizon Wireless Meridian High School
Request: Request for conditional use permit approval of a 100-foot tall wireless
communication (cell tower) facility in an R-4 zoning district, by Nefi Garcia,
Technology Associates.
Location: 1900 W. Pine Avenue, in the NE '/ of Section 11, Township 3 North, Range 1 West.
•
`'''
`~Ehr~smann
~ ~n inners In .
and Associates
BOI Cherry, ID
100' Ehresmann
81390-10
August 10, 2010
4400 West 31st St. -Yankton, SD 57078
Phone: (605) 665-7532 Fax: (605) 665-9780
E-Mail: infoca ehresmannengineering.com
Web Address: www.ehresmannengineering.com
Engineering Inc. Monopole
Enclosures: (1) Monopole Cover Sheet EEI Dwg# 81390E01
(2) Calculations
Antenna Support Strictures -Guyed and Self,Sipporting Towers and Monopoles -Steel Fabrication
Structural Analysis -Inspection -Specifications -Project Management -Detailing - P.E. Certification
100.o n
•
DESIGNED APPURTENANCE LOADING
TYPE ELEVATION TYPE ELEVATION
(4) 6' x 1' Panel 96 (4) Stadium Lights 73
(4) 6' x 1' Panel 96 14' Low Profile Plattorm 60
(4) 6' x 1' Panel 96 (3) 4' x 1' Panel 60
14' Low Profile Platform 96 (3) 4' x 1' Panel 60
(6) Stadium Lights 79 (3) 4' x 1' Panel 60
(6) Stadium Lights 76 (2) Andrew 6' wlRadome 55
MATERIAL STRENGTH
GRADE Fy Fu GRADE F Fu
A572-65 65 ksi fio ksi
47.5 n
o.o n
TOWER DESIGN NOTES
1. Tower is located in Ada County, Idaho.
2. Tower designed for Exposure C to the TIA-222-G Standard.
3. Tower designed fora 90 mph basic wind in accordance with the TIA-222-G Standard.
4. Tower is also designed fora 40 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 ft
8. Weld together tower sections have slip joint connections.
9. Connections use galvanized A325 bolts, nuts and locking devices. Installation per
TIA/EIA-222 and AISC Specifications.
10. Tower members are "hot dipped" galvanized in accordance with ASTM A123 and
ASTM A153 Standards.
11. Welds are fabricated with ER-70S-6 electrodes.
12. TOWER RATING: 92.3%
_L REACTIONS
3E FACTORED
AXIAL
24 K
aR MOMENT
185 kip-ft
WIND - 0.2500 in ICE
AXIAL
20 K
MOMENT
1050 kip-ft
TORQUE 1 kip-ft
REACTIONS - 90 mph WIND
Eltresmann Engineering Inc. °b' BO/ CHERRY, ID
4400 W. 31st Street Project: 100FT EHRESMANN MONOPOLE
Yankton
SD client: VERIZON °rawn ny:~SR App'd:
,
Phone: (605) 665-7532 code: TIA-222-G °81e 08/09/10 scale: NTS
FAX: 605 665-9780 path. C:UeMRI5A1Enresmann P°les\8139 601 Che r~ No. E-1
RISATower
Jo Page
1 of 13
BOI CHERRY, ID
Ehresnu~nn E~zgineering Inc. Project
100FT EHRESMANN MONOPOLE Date
11:25:59 08/09/10
4400 w. 3~ststreet
Yankton, SD Client Designed by
Phone: (605) 665-7532 VERIZON JSR
FAX: (605J 665-9780
Tower Input Data
There is a pole section.
This tower is designed using the TIA-222-G standard.
The following design criteria apply:
Tower is located in Ada County, Idaho.
Basic wind speed of 90 mph.
Structure Class II.
Exposure Category C.
Topographic Category 1.
Crest Height 0.00 ft.
Nominal ice thickness of 0.2500 in.
Ice thickness is considered to increase with height.
Ice density of 56 pcf.
A wind speed of 40 mph is used in combination with ice.
Temperature drop of 50 °F.
Deflections calculated using a wind speed of 60 mph.
Weld together tower sections have slip joint connections..
Connections use galvanized A325 bolts, nuts and locking devices. Installation per TIA/EIA-222 and AISC
Specifications..
Tower members are "hot dipped" galvanized in accordance with ASTM A123 and ASTM A153 Standards..
Welds are fabricated with ER-70S-6 electrodes..
A non-linear (P-delta) analysis was used.
Pressures are calculated at each section.
Stress ratio used in pole design is 1.
Local bending stresses due to climbing loads, feedline supports, and appurtenance mounts are not considered.
Options
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
Distribute Leg Loads As Uniform
Assume Legs Pinned
Assume Rigid index Plate
Use Clear Spans For Wind Area
Use Clear Spans For KL/r
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
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
Consider Feedline Torque
Include Angle Block Shear Check
Poles
Include Shear-Torsion Interaction
Always Use Sub-Critical Flow
Use Top Mounted Sockets
Tapered Pole Section Geometry
J Page
RIS'AToweY BOI CHERRY, ID 2 of 13
Ehresmann Engineering Inc. Project
100FT EHRESMANN MONOPOLE Date
11:25:59 08/09/10
4400 W. 31st Street
Yankton, SD Client Designed by
Phone: (605) 6G5-7532 VERIZON JSR
FAX: (605) 665-9780
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
L I 100.00-47.50 52.50 4.50 18 17.2500 26.7700 0.1875 0.7500 A572-65
(65 ksi)
L2 47.50-0.00 52.00 18 25.5790 35.0083 0.2500 1.0000 A572-65
(65 ksi)
Tapered Pole Properties
Sectia~ Tip Diu. Area / r C //C J It/Q w w/t
in in' in' in in inj in' in' in
-
Ll - -
17.5161
10.1543 373.4854 6.0572 8.7630 42.6207 747.4623 5.0781 2.7060 14.4s
27.1830 15.8199 1412.3200 9.4368 13.5992 103.8535 2826.4984 7.9115 4.3815 23.368
L2 26.8022 20.0986 1629.0654 8.9918 12.9941 125.3693 3260.2743 10.0512 4.0619 16.248
35.5484 27.5807 4209.7976 12.3392 17.7842 236.7152 8425.1345 13.7930 5.7215 22.886
Toy+~er Gusset Gusset Gusset Grade Adjust. Factor Adjust. Weight Mult. Double Angle Double Angle
Elevatiar~ Area Thickness AJ Factor Stitch Bolt Stitch Bolt
(per face) Ar Spacing Spacing
Diagonals Horizontals
fl fC in in in
___
~j ] 1.03 1.01
100.00-47.50
L2 47.0-0.00 1 1.03 I.O1
Feed Line/Linear A purtenances -Entered As Area
_---
Description __
Face
Allow
Component
Placement
Total
,~ ,~
eig t
or Shield Type Number
Leg ft ft'/ft Pf
---
LDF7-SOA (I-5/8
C
No
Inside Pole
96.00 - 0.00
12
No Ice
0.00
1. 4
FOAM) 1/2" Ice 0.00 1.04
LDF4-50A (I /2 FOAM) C No lnside Pole 76.00 - 0.00 16 No Ice 0.00 0.15
1/2" Ice 0.00 0.15
LDF7-BOA (I-5/8 C No Inside Pole 60.00 - 0.00 9 No Ice 0.00 1.04
FOAM) I/2" Ice 0.00 1.04
LDF7-50A (1-5/8 C No Inside Pole 55.00 - 0.00 2 No Ice 0.00 1.04
FOAM) 1/2" ]ce 0.00 1.04
Feed Line/Linear Appurtenances Section Areas
__ ---
Tower
Tower
Face
A~i
A,:
C,,A;, __
C,,A,,
Weight
Section Elevation /n Face Oul Face
ft fr' fr' fr' fr' K
LI _
100.00-47.50 A 0.000 0.000 0.000 0.000 0.00
B 0.000 0.000 0.000 0.000 0.00
C 0.000 0.000 0.000 0.000 0.81
L2 47.50-0.00 A 0.000 0.000 0.000 0.000 0.00
B 0.000 0.000 0.000 0.000 0.00
C 0.000 0.000 0.000 0.000 1.25
R~SAToweY J Page 3 of 13
BOI CHERRY, ID
Ehresmann Engineering Inc. Project Date
nano w. 3lsrstreet 100FT EHRESMANN MONOPOLE 11:25:59 08/09/10
Yankton, SD Client Designed by
Phone: (605J 665-7532 VERIZON JSR
FAX: (605) 665-9780
Feed Line/Linear Appurtenances Section Areas -With Ice
Tower ' Tower Face Ice Apt Ar C,,A;, C,,A,~ Weight
SC'Ct[017 Elevation or Thickness In Face Out Face
ft Leg in fC fr fC fC K
_
LI -.
100.00-47.50 A 0.541
0.000
0.000
0.000
0.000
0.00
B 0.000 0.000 0.000 0.000 0.00
C 0.000 0.000 0.000 0.000 0.81
L2 47.50-0.00 A 0.484 0.000 0.000 0.000 0.000 0.00
B 0.000 0.000 0.000 0.000 0.00
C 0.000 0.000 0.000 0.000 1.25
Shielding Factor Ka
Tower Feed Line Description Feed Line K° K„
Section Record No. Segment Elev. No Ice Ice
Discrete Tower Loads
Description Face Offset Offsets: Azimuth Placement C,,A,~ C,,A,., Weight
or Type IIOrZ Adjustment Front Side
Leg Lateral
Vert
fr fi fr' fr' x
fr
ft
_ _
(4) 6' x 1' Panel C From Face 4.35 0.0000 96.00 No Ice 8.40 4.70 0.04
0.00 1/2" Ice 8.95 5.15 0.09
0.00
(4) 6' x I' Panel B From Face 4.35 0.0000 96.00 No Ice 8.40 4.70 0.04
0.00 1/2" Ice 8.95 5.15 0.09
0.00
(4) 6' x 1' Panel A From Face 4.35 0.0000 96.00 No Ice 8.40 4.70 0.04 .
0.00 1/2" Ice 8.95 5.15 0.09
0.00
14' Low Profile Platform C None 0.0000 96.00 No Ice 19.00 19.00 2.00
1/2" Ice 23.00 23.00 2.50
(3) 4' x 1' Panel C From Face 4.35 0.0000 60.00 No Ice 5.60 2.87 0.03
0.00 1/2" Ice 5.99 3.18 0.06
0.00
(3) 4' x 1' Panel B From Face 4.35 0.0000 60.00 No Ice 5.60 2.87 0.03
0.00 1/2" Ice 5.99 3.18 0.06
0.00
(3) 4' x I' Panel A From Face 4.35 0.0000 60.00 No Ice 5.60 2.87 0.03
0.00 1/2" Ice 5.99 3.18 0.06
0.00
14' Low Protle Platform C None 0.0000 60.00 No Ice 19.00 19.00 2.00
1/2" Ice 23.00 23.00 2.50
(6) Stadium Ligh[s C None 0.0000 79.00 No Ice 20.00 20.00 0.80
1/2" Ice 23.00 23.00 1.00
(6) Stadium Lights C None 0.0000 76.00 No Ice 20.00 20.00 0.80
1/2"Ice 23.00 23.00 1.00
(4) Stadium Lights C None 0.0000 73.00 No lce 15.00 15.00 0.70
RISAToweY J ~ Page
BOI CHERRY, ID 4 of 13
Ehresmuizn Engineeri~zg Inc. Project Date
4400 W. 31st Street 100FT EHRESMANN MONOPOLE 11:25:59 08/09/10
Yankton, SD Client Designed by
Phone: (605J 665-7532 VERIZON JSR
FAX.• (605) 6G5-9780
Description Face Offset Offsets: Azimuth Placement C,,A~ C,,A,., Weight
or Type Horz Adjustment Front Side
Leg Lateral
Vert
ft fr fr' fr' K
ft
ft
1/2" Ice 18.00 18.00 0.90
Dishes
Description Face Dish Offset Offsets: Azimuth 3 dB Elevation Outside Aperture Weight
or Type Type Horz Adjustment Beam Diameter Area
Leg Lateral Width
Vert
fr fi ft fr' K
(2) Andrew 6' Paraboloid None Worst 55.00 6.00 No Ice 28.27 0.38
w/Radome w/Radome 1/2" Ice 29.07 0.45
Tower Pressures - No Ice
Gy = ].100
Section z Kz y~ Ac, F A~ Ae A~~.F Leg CaA,, C.,A,,
Elevation a % /n Out
c Face Face
fi fr psf fr' e fr' r' fr' r' fr'
Ll 72.35 1.182 23 97.779 A 0.000 100.713 100.713 100.00 0.000 0.000
100.00-47.50 B 0.000 100.713 100.00 0.000 0.000
C 0.000 100.713 100.00 0.000 0.000
L2 47.50-0.00 23.70 0.935 18 123.402 A 0.000 127.104 127.104 100.00 0.000 0.000
B 0.000 127.104 100.00 0.000 0.000
C 0.000 127.104 100.00 0.000 0.000
Tower Pressure -With Ice
Cy = 1.100
Sectia~ K, yL t, Ao F A~ Apt A~~.x Leg C.aA:~ C;,A:,
Elevatia~ a % !n Out
c Face Face
fr ft s in r' e r' r' r' r' r'
LI 100.00-47.50 72.35 1.182 5 0.5408 102.512 A 0.000 105.587 105.587 100.00 0.000 0.000
B 0.000 105.587 100.00 0.000 0.000
C 0.000 105.587 100.00 0.000 0.000
L2 47:50-0.00 23.70 0.935 4 0.4837 127.684 A 0.000 131.514 131.514 100.00 0.000 0.000
B 0.000 131.514 100.00 0.000 0.000
C 0.000 131.514 ]00.00 0.000 0.000
RISATower J Page
f 1
BOI CHERRY, ID 5 o
3
Ehresnumn Engineering Inc. Project Date
aann w. 3lststreet 100FT EHRESMANN MONOPOLE 11:25:59 08/09/10
Yankton, SD Client Designed by
Pl~one: (605) 665-7532 VERIZON JSR
FAX: (GOS) 665-9780
Tower Pressure -Service
Gy = 1.100
Section z K, y~ Ao F Ar: AR ArrR Leg C,4A,~ C:,A,,
Elevation a % In Out
c Face Face
ft t sf t e t t C C C
LI 72.35 1.182 9 97.779 A 0.000 100.713 100.713 100.00 0.000 0.000
100.00-47.50 B 0.000 100.713 100.00 0.000 0.000
C 0.000 100.713 100.00 0.000 0.000
L2 47.50-0.00 23.70 0.935 7 123.402 A 0.000 127.104 127.104 100.00 0.000 0.000
B 0.000 127.104 100.00 0.000 0.000
C 0.000 127.104 100.00 0.000 0.000
Tower Forces - No Ice -Wind Normal To Face
Section Add Self F e Cr. yr Dr: D,: AF F iv Ctrl.
Eievatia~ Weight Weight a Face
c psf
>l K K e r' K l
L 1 0.81 2.34 A I 0.65 23 1 1 100.713 1.67 31.81 C
100.00-47.50 B 1 0.65 1 1 100.713
C 1 0.65 1 1 100.713
l.2 47.50-0.00 1.25 4.26 A 1 0.65 18 1 1 127.104 1.66 34.96 C
B 1 0.65 1 1 127.104
C 1 0.65 1 1 127.104
Sum Weight: 2.06 6.60 OTM 160.19 3.33
kip-ft
Tower Forces - No Ice -Wind 60 To Face
Section
Elevatia!
rt Add
Weight
K Self
Weight
K F
a
c
e e C~ q=
psf D,. DR Ac
r' F
K w
!f Ctrl.
Face
L 1 0.8 ] 2.34 A 1 0.65 23 1 1 100.713 1.67 31.81 C
100.00-47.50 B 1 0.65 1 1 100.713
C 1 0.65 1 1 100.713
1..2 47.50-0.00 1.25 4.26 A 1 0.65 18 I ] 127.104 1.66 34.96 C
B ( 0.G5 I ] 127.104
C 1 0.65 1 1 127.104
Sum Weight: 2.06 6.60 OTM 160.19 3.33
kip-ft
Tower Forces - No Ice -Wind 90 To Face
RISATower J ~
BOI CHERRY, ID Page 6 of 13
Ehresniann Engineering Inc. Project Date
100FT EHRESMANN MONOPOLE 11:25:59 08/09/10
4400 w. 31st Street
Yankton, SD Client Designed by
Phone: (605) 665-7532 VERIZON JSR
FAX: (605) 665-9780
Sectia~ Add Self F e Cr q= Dr DR AF F w Ctrl.
Elevation Weight Weight u Fuce
c psf
ft K K e 1"' K If
L I 0.81 2.34 A 1 0.65 23 1 I 100.713 1.67 31.81 C
100.00-47.50 B 1 0.65 1 1 100.713
C 1 0.65 1 1 100.713
L2 47.50-0.00 1.25 4.26 A 1 0.65 18 1 1 127.104 1.66 34.96 C
B 1 0.65 1 1 127.104
C 1 0.65 1 ] 127.104
Sum Weight: 2.06 6.60 OTM 160.19 3.33
kip-ft
Tower Forces -With Ice -Wind Normal To Face
Sectia~ Add Self F e C,: y= Dr Dir A,; F w Ctrl.
Elevulio~a Weight Weight a Face
c psf
ft K K e C K I
LI 0.81 3.13 A 1 1.2 5 1 1 105.587 0.64 12.16 C
100.00-47.50 B 1 1.2 1 1 105.587
C 1 1.2 1 1 105.587
L2 47.50-0.00 1.25 5.14 A 1 1.2 4 1 1 131.514 0.63 13.19 C
B 1 1.2 1 1 131.514
C 1 1.2 1 1 131.514
Sum Weight: 2.06 8.28 OTM 61.05 1.27
kip-ft
Tower Forces -With Ice -Wind 60 To Face
Sectiaa Add Self F e Cr g~ D~. DR Ae F w Ctrl.
Elevutia7 Weight Weight a Face
c psf
rl K K e r' K pl
L I 0.81 3.13 A 1 1.2 5 1 1 105.587 0.64 12.16 C
100.00-47.10 B 1 1.2 I 1 105.587
C 1 1.2 1 1 105.587
L2 4750-0.00 1.25 5.14 A 1 1.2 4 I I 131.514 0.63 13.19 C
B 1 l.2 I I 131.514
C 1 1.2 1 1 131.514
Sum Weight: 2.06 8.28 OTM 61.05 1.27
ki -ft
Tower Forces -With Ice -Wind 90 To Face
J Page
RISAToweY ~ 7 of 13
BOI CHERRY, ID
Ehresmunn Engineeringlnc. Project Date
4400 W. 31st Street 100FT EHRESMANN MONOPOLE 11:25:59 08/09/10
Yankton, SD Client Designed by
Phone: (60S) 665-7532 VERIZON JSR
FAX: (60SJ 665-9780
Seclior7 Add Self F e Cr: y: DF DR A~ F rn Ctrl.
ElevatiorT Weight Weight a Face
c psf
. ft K K e t' K
LI 0.81 3.13 A 1 1.2 5 1 1 105.587 0.64 12.16 C
100.00-47.50 B I 1.2 1 1 105.587
C 1 1.2 1 1 105.587
L2 47.50-0.00 1.25 5.14 A 1 1.2 4 1 1 131.5]4 0.63 13.19 C
B 1 1.2 1 1 13].514
C 1 1.2 1 1 131.514
Sum Weight. 2..06 8.28 OTM 61.05 1.27
kip-ft
Tower Forces -Service -Wind Normal To Face
Section Add Self F e Cr• y: Dr D~ AF F w Ctrl.
Elevation Weight Weight a Face
c psf
fi K K e C K !
L I 0.81 2.34 A 1 0.65 9 ] 1 100.713 0.66 12.65 C
100.00-47.50 B 1 0.65 1 1 100.713
C ] 0.65 1 1 100.713
L2 47.50-0.00 1.25 4.26 A 1 0.65 7 l 1 127.104 0.66 13.90 C
B ] 0.65 1 1 127.104
C 1 0.65 1 1 127.104
Sum Weight: 2.06 6.60 OTM 63.70 1.32
kip-ft
Tower Forces -Service -Wind 60 To Face
Sectton Add Self F e Cr y= Dr: D~ At F w Ctrl.
Elevation Weight Weight a Face
c psf
ft K K e fr' K if
L I 0.81 2.34 A 1 0.65 9 1 1 100.713 0.66 12.65 C
100.00-47.50 B 1 0.65 I 1 100.713
C 1 0.65 1 I 100.713
L2 47.50-0.00 1.25 4.26 A 1 0.65 7 1 1 127.104 0.66 13.90 C
B 1 0.65 1 1 127.104
C 1 0.65 ] 1 127.104
Sum Weight: 2.06 6.60 OTM 63.70 1.32
kip-fr
Tower Forces -Service -Wind 90 To Face
RISATower J Page
BOI CHERRY, ID 8 of 13
Ehres»uuzn Engineering Inc. Project Date
aann w. 3rsrstreer 100FT EHRESMANN MONOPOLE 11:25:59 08/09/10
Yankton, SD Client Designed by
r~hone: (~ns~ ~~s-7s3z VERIZON JSR
FAX.• (605J 665-9780
Sectia~ Add Self F e C~: y~ Dr DR Ar F w Ctrr.
Elevutioia Weight Weight a Face
c psf
ft K K e C K if
L I 0.81 2.34 A 1 0.65 9 1 1 100.713 0.66 12.65 C
100.00-47.50 B 1 0.65 1 1 100.713
C 1 0.65 l 1 100.7]3
1.2 47.50-0.00 1.25 4.26 A 1 0.65 7 1 1 127.104 0.66 13.90 C
B 1 0.65 1 1 127.104
C 1 0.65 1 ] 127.104
Sum Weight: 2.06 6.60 OTM 63.70 1.32
kip-ft
Force Totals
Load
Cuse Vertical
Forces
K Suna of
Forces
X
K Sum of
Forces
Z
K Sum of
Overturning
Moments, Mx
kin-ft Sum of
Overturning
Moments, M,
ki - t Sum of Torques
ki - t
Lei Weight 6.60 - ~
Bracing Weight 0.00 ~ ,z~: ,~ ,~~,~~ '"1 •~ ' _
'total Member Self-Weight 6 ~0 , ~ 0:00 0 00 ,~-
'Total Weight
16 ~1- „
~ ~
r ~_~-~ '~
0.00
0.00 ,
f~
Wind 0 deg - No Ice
~- ~ ~
_
0.00
-9.45
-627.60
0.00 .,_ ,__
_.
0.00
Wind 90 deg-No Ice 9.33 0.00 0.00 -6]7.45 0.75
Wind 180 deg - No Ice _
wv _„ 0.00 9.45 627.60 0.00 0.00
Member Ice I ~ - "'a'te
~ ~
~ 'aa'~" °.
"~ a -
~
"1'otal Weightlce ,~~ ~~~~ ;~,~~;~~_,~ ~~ "~ 0.00 0.00 ~ '
Wind 0 deg -Ice 0100 -2.74 -174.46 0.00 0.00
Wind 90 deg -Ice " 2.74 0.00 0.00 -174.46 0.00
Wind 180 deg - [ce ~~ ~ ~` `~ O.nn 2 74 174.46 0.00 0.00
Total Weight 1~~-1- w 0.00 0.00 ''.:. _ ~_
Wind 0 deg -Service ~,', ` 0.00 .
-3.76 -249.57 0.00 0.00
Wind 90 deg -Service ~ ~ *' 3.71 0.00 0.00 -245.54 0.30
Wind 180 deb -Service - +~y~ 0.00 3.76 249.57 0.00 0.00
Load Combinations
Comb. Description
No.
I 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+l.6 Wind 90 deg - No Ice
5 0.9 Dead+1.6 Wind 90 deg - No Ice
6 1.2 Dead+1.6 Wind 180 deg - No Ice
7 0.9 Dead+l .6 Wind 180 deg - No Ice
8 1.2 Dead+l .0 Ice+] .0 Temp
9 1.2 Dead+1.0 Wind 0 deg+l.0lce+I.O Temp
10 ].2 Dead+1.0 Wind 90 deg+1.O lce+1.0 Temp
1 1 1.2 Dead+1.0 Wind 180 deg+1.0 Ice+1.0 Temp
12 Dead+Wind 0 deg -Service
13 Dead+Wind 90 deg -Service
14 Dead+Wind 180 deg -Service
RIS'AToweY J Page
BOI CHERRY, ID 9 of 13
EkresnuuTn Engiiieeri~zg Inc. Project Date
4400 W. 31st Street 100FT EHRESMANN MONOPOLE 11:25:59 08/09/10
Yankton, SD Client Designed by
Phone: (605J 665-7532 VERIZON JSR
FAX.• (605J 665-9780
Maximum Member Forces
Sec7ion
No. Elevation
fl Component
Type Condition Gov.
Load
Contb. Axial
K Major Axis
Moment
kip ft Minor Axis
Moment
kip ft
LI 100-47.5 Pole Max Tension 2 0.00 0.00 -0.00
Max. Compression 8 -16.34 0.00 0.00
Max. Mx 4 -12.04 -308.80 0.03
Max. My 6 -12.01 0.00 -315.35
Max. Vy 4 12.75 -308.80 0.03
Max. Vx 6 12.96 0.00 -315.35
Max. Torque 5 -1.19
L2 47.5 - 0 Pole Max Tension 1 0.00 0.00 0.00
Max. Compression 8 -24.36 0.00 0.00
Max. Mx 4 -19.74 -]033.23 0.01
Max. My 2 -19.74 0.00 1050.25
Max. Vy 4 14.96 -1033.23 0.01
Max. Vx 6 15.15 0.00 -1050.25
Max. Torque 5 -1.19
Maximum Reactions
Location Condition Gov.
Load
Comb. Vertical
K Horizontal, X
K Horizontal, Z
K
Pole Max. Vert 9 24.36 0.00 2.74
Max. H., 14 16.47 0.00 -3.76
Max. H, 2 19.76 0.00 15.12
Max. M., 2 1050.25 0.00 15.12
Max. M, 4 1033.23 -14.93 -0.00
Max. Torsion 1 0.00 0.00 0.00
Min. Vert 5 14.82 -14.93 -0.00
Min. H, 4 19.76 -14.93 -0.00
Min. H, 6 19.76 0.00 -15.12
Min. M,,. 6 -1050.25 0.00 -15.12
Min. M, 1 0.00 0.00 0.00
Min. Torsion 5 -1.19 -14.93 -0.00
Tower Mast Reaction Summary
Load Vertical Shear,. Shear, Overturning Overturning Torque
Combhaation Moment, Mx Moment, M~
K K K kip ft kip ft kip ft
Dead Only 16.47 0.00 0.00 0.00 0.00 0.00
1.2 Dead+I.6 Wind 0 deg - No 19.76 0.00 -15.12 -1050.25 0.00 0.00
Ice
(l.9 Dead+1.6 Wind 0 deg - No 14.82 0.00 -15.12 -1037.91 0.00 0.00
Ice
1.2 Dead+I.b Wind 90 deg - No 19.76 14.93 0.00 -0.01 -1033.23 1.19
Ice
0.9 Dead+1.6 Wind 90 deg - No 14.82 14.93 0.00 -0.01 -1021.12 1.19
Ice
RISATowe~ J Page 10 of 13
BOI CHERRY, ID
Ehresmunn Eizgineering Inc. Project Date
.1400 w. 3/stStreet 100FT EHRESMANN MONOPOLE 11:25:59 08/09/10
Yankton, SD Client Designed by
Phone: (G05) 665-7532 VERIZON JSR
FAX (605J 665-9780
Loud Vertical Shearx Shear Overturning Overturning Torque
Combination Moment, M Moment, Mz
K K K kip ft kip ft kip f! __
__ ---
1.2 Dead+1.6 Wind 180 deg -
19.76
0.00
15.12
1050.25
0.00
0.00
No Ice
0.9 Dead+1.6 Wind 180 deg - 14.82 0.00 15.12 1037.91 0.00 0.00
No Ice
1.2 Dead+l .0 Ice+1.0 Ternp 24.36 0.00 0.00 0.00 0.00 0.00
1.2 Dead+1.0 Wind 0 deg+1.0 24.36 0.00 -2.74 -185.13 0.00 0.00
Ice+I.O Temp
1.2 Dead+I.O Wind 90 deg+I.O 24.36 2.74 0.00 0.00 -185.13 0.00
Ice+l .0 Temp
1.2 Dead+1.0 Wind 180 24.36 0.00 2.74 185.13 0.00 0.00
de:,+I.O Ice+I.O Temp
Dead+Wind 0 deg -Service 16.47 0.00 -3.76 -259.29 0.00 0.00
Dead+Wind 90 deg -Service ] 6.47 3.71 0.00 -0.00 -255.08 0.30
Dead+Wind 180 deg -Service 16.47 0.00 3.76 259.29 0.00 0.00
Solution Summa
Sum of Applied Forces Sum of Reactions
Loud PX PY PZ PX PY PZ % Error
Cornb. K K K K K K
_ __
I 0.00 -16.47 0.00 0.00 16.47 0.00 0.000%
2 0.00 -19.76 -15.12 0.00 19.76 15.12 0.000%
3 0.00 -14.82 -15.12 0.00 14.82 15.12 0.000%
4 14.93 -19.76 0.00 -14.93 19.76 -0.00 0.000%
5 14.93 -14.82 0.00 -14.93 14.82 -0.00 0.000%
6 0.00 -19.76 15.12 0.00 19.76 -15.12 0.000%
7 0.00 -14.82 15.12 0.00 14.82 -15.12 0.000%
8 0.00 -24.36 0.00 0.00 24.36 0.00 0.000%
9 0.00 -24.36 -2.74 0.00 24.36 2.74 0.000%
10 2.74 -24.36 0.00 -2.74 24.36 0.00 0.000%
11 0.00 -24.36 2.74 0.00 24.36 -2.74 0.000%
12 0.00 -16.47 -3.76 0.00 16.47 3.76 0.000%
13 3.71 -16.47 0.00 -3.71 16.47 -0.00 0.000%
14 0.00 -16.47 3.76 0.00 16.47 -3.76 0.000%
Non-Linear Convergence Results
Load Converged? Number Displacement Force
rbiraation
Con of Cycles Tolerance Tolerance
_
1 Yes 4 0.00000001 0.00000001
2 Yes 4 0.00000001 0.00047753
3 Yes 4 0.00000001 0.00014730
4 Yes 4 0.00000001 0.00097882
5 Yes 4 0.00000001 0.00057498
6 Yes 4 0.00000001 ~ 0.00047753
7 Yes 4 0.00000001 0.00014730
8 Yes 4 0.00000001 0.00000001
9 Yes 4 0.00000001 0.00045492
10 Yes 4 0.00000001 0.00045492
Il Yes 4 0.00000001 0.00045492
12 Yes 4 0.00000001 0.00002486
13 Yes 4 0.00000001 0.00006567
14 Yes 4 0.00000001 0.00002486
RIS"AToweY J Page
BOI CHERRY, ID 11 of 13
Elrresnurnn Engineering Inc. Project Date
~400W.3lstStreet 100FT EHRESMANN MONOPOLE 11:25:59 08/09/10
Yankton, SD Client Designed by
Phone: (605J 665-7532 VERIZON JSR
FAX.• (605) 665-9780
Maximum Tower Deflections -Service Wind
Section Elevation Horz. Gov.
No. Deflectio~a Loud
_-
ft
---
in
Comb.
L 1 100 - 47.5 16.177 12
L2 52 - 0 4.881 12
Tilt Tivist
1.2630 0.0069
0.8403 0.0021
Critical Deflections and Radius of Curvature -Service Wind
Elevation Appurtenance Gov. Deflection Tilt Twist Radius of
Load Curvature
ft __ Comb. in ft
96.00 (4) 6' x 1' Panel 12 15.101 1.2347 0.0065 27166
79.00 (6) Stadium Lights 12 10.659 1.1080 0.0046 6467
76.00 (6) Stadium Lights 12 9.918 1.0834 0.0042 5659
73.00 (4) Stadium Lights 12 9.197 1.0578 0.0039 5030
60.00 (3) 4' x 1' Panel 12 6.349 0.9323 0.0027 3395
>6.00 (2) Andrew 6' w/Radome 12 5.402 0.8763 0.0023 3024
Maximum Tower Deflections -Design Wind
_ ___--
Section Elevation
Horz.
Gov. Tilt Tivist
No. Deflection Load
__ _ ft in Comb. °
I_ I 100 - 47.6 65.594 2 5.1268 0.0277
L2 62 - 0 19.792 2 3.4094 0.0083
'Critical Deflections and Radius of Curvature -Design Wind
Elevation Appurtenance Gov. Deflection Tilt Twist Radius of
Load Curvature
ft__ Comb. in ° ft
96.00
(4) 6' x 1' Panel
2
61.231
6.0121
0.0259 _
6777
79.00 (6) Stadium Lights 2 43.218 4.4968 0.0182 1611
76.00 (6) Stadium Lights 2 40.216 4.3968 0.0169 1409
73.00 (4) Stadium Lights 2 37.289 4.2927 0.0167 1262
60.00 (3) 4' x ]' Panel 2 25.743 3.7830 0.0108 842
66.00 (2) Andrew 6' w/Radome 2 21.904 3.5667 0.0092 760
Compression Checks
RJ~SATower J Page 12 of 13
BOI CHERRY, ID
Ehresnuuin Engineering Inc. Project Date
440o w. 31st Street 100FT EHRESMANN MONOPOLE 11:25:59 08/09/10
Yankton, SD Client Designed by
Phone: (605) 665-7532 VERIZON JSR
FAX• (605) 665-9780
Pole Design Data
Section Elevation Size L L„ Kl/r A P„ ~P„ Ratio
No. P„
ft ft ft in' K K ~p~
Ll 100-47.5(1) TP26.77x17.25x0.1875 52.50 0.00 0.0 ]5.3343 -12.01 897.06 0.013
L2 47.5 - 0 (2) TP35.0083x25.579x0.25 52.00 0.00 0.0 27.5807 -19.74 1613.47 0.012
Pole Bending Design Data
-----
S'ection
Elevation Size
M„r
~M„x
Ratio
M~,,
rbM,,,,
Ratio
No. AI , M
ft kip ft kip ft ~M x kip ft kip ft ~M
Ll 100-47.5(1) TP26.77x17.25x0.1875 315.35 475.57 0.663 0.00 475.57 0.000
L2 47.5 - 0 (2) TP35.0083x25.579x0.25 1050.25 ] 153.98 0.910 0.00 1153.98 0.000
Pole Shear Design Data
Sectiat Elevation Size Actual ~~ Ratio Actual ~T Ratio
No. V V T T
ft K K ~ y kip ft kip ft ~T
LI 100-47.5(1) TP26.77x17.25x0.1875 12.96 448.53 0.029 0.00 952.31 0.000
L2 47.5 - 0 (2) TP35.0083x25.579x0.25 15.15 806.74 0.019 0.00 2310.79 0.000
Pole Interaction Design Data
Section Elevation Ratio Ratio Ratio Ratio Ratio Comb. Allow. Criteria
No. Pu M x M ~ V T Stress Stress
_ ft
-_-- ~P„ rpM,,x ~M„~ ~V ~T Ratio Ratio
---
L I 100 - 47.5 (I) 0.013 0.663 0.000 0.029 0.000 0.677 1.000 4 8 2
L2 47.5 - 0 (2) 0.012 0.910 0.000 0.019 0.000 0.923 1.000 4 8 2 ;~^''~"'
Section Capacit Table
____
Section
Elevation
Component
Size Critical P
aPai~,,,,.
%
Pass
No. _ ft Type Element K K Capacity Fail
LI 100-47.5 Pole TP26.77x17.25x0.1875 1 -12.01 897.06 67.7 Pass
L2 47.5 - 0 Pole TP35.0083x25.579x0.25 2 -19.74 1613.47 92.3 Pass
J Page
RIS'ATower BOI CHERRY, ID • 13 of 13
Ehresmaniz Engineering Inc. Project
100FT EHRESMANN MONOPOLE Date
11:25:59 08/09/10
4400 W. 31st Street
Yankton, SD Client Designed by
Phone: (605J 665-7532 VERIZON JSR
FAX: (605) 665-9780
$eclia, Elevation Component Size Critical P aPan„..• % Puss
No ft Type Element K K Capacity Fuil
--- --_
Summary
Pole (L2) 92.3 Pass
RATING = 92.3 Pass
Program Version 5.4.2.0 - 6/17/2010 File:C:/Jeff/RISA/Ehresmann Poles/8139 BOI Cherry.eri