HomeMy WebLinkAbout4.0 Correspondence & Conditions of Approval•111 rri'1111N1 it 11111
Reception#: 911867
09/18/2018 12:42:11 PM Jean P16erioo
1 of 3 Reo Fee:$23.00 Doc Fee:0.00 GARFIELD COUNTY CO
AIRPORT INFLUENCE ZONE NOTICE AND ACKNOWLEDGMENT
Notice is hereby given by Garfield County, Colorado, that the real property parcel in the
County of Garfield County, Colorado, known as Parce12/7P 233 -DO -253 and more particularly
described on Exhibit "A," attached hereto (the "Subject Property"), is located in the immediate
vicinity of the Rifle Garfield County Airport ("Airport") and may be subject to noise, vibrations,
odors, fumes, vapors, dust, fuel particles, air currents, aircraft accident potentials, or other effects
that are incident to or caused by the operation of aircraft landing at, taking off from, or operating
at or in the vicinity of the Airport.
The purpose of this Notice is to notify current and future owners and any other party
acquiring an interest in the Subject Property of the potential for the Subject Property to be
subjected to noise, vibrations, odors, fumes, vapors, dust, fuel particles, air currents, aircraft
accident potentials or other effects that are incident to or caused by the operation of aircraft
landing at, taking off from, or operating at or in the vicinity of the Airport.
This Notice notifies future owners and any other party acquiring an interest in the Subject
Property that the Airport has been at its present location for many years and that airport
operations may significantly change in the future which may subject the Subject Property to
changes in noise, vibrations, odors, fumes, vapors, dust, fuel particles, air currents, aircraft
accident potentials, or other effects that are incident to or caused by the operation of aircraft
landing at, taking off from, or operating at or in the vicinity of the Airport.
This Notice shall be recorded in the real property records at the County Clerk of Garfield
County and shall run with the land and shall serve as notice to successive owners and any other
party acquiring an interest in the Subject Property.
The undersigned represent that they own the Subject Property, acknowledge this notice,
and will ensure that the Notice is recorded as described above.
[Remainder of page intentionally left blank— signature page follows]
J
1111IMMICIhiliklhA tiWiTh 'IMI+iliiliik 11 III
Receptlonp: 911867
09/10!2018 12;42:11 PH Jean Alberto°
2 of 3 Rec Fee:S23.00 Doe Fee:0.00 GARFIELD COUNTY CO
IN WITNESS WHEREOF, /�/uv� L� the owner(s) of the Subject
Property, has/have hereunto set their hand and seal this /tday of,/o.4 4 r20/S
By: 72.4-, 1,1�..., f7`n�-J`-6�
Name: �.�
By: 75 q,S/vn
Name: 6AvytC P
STATE OF COLORADO )
)ss.
COUNTY OF GARFIELD )
The foregoi g�},nstrument was acknow edged before me this /�f day of /
20/9, by g1is;1- /�I1_,, St
Witness my hand and official seal.
My commission expires: `1 "% ;-1 a
BRIAN KEITH SUTTON
IIOTARYPUBUC
SDtTEOFC0.ORADO
NOTARY 1920044038022
W 001/1 E9SION EXPIRES JULY 21, 2021
Not ry Public
■III Kak,1LrJ .1,* WYh lirkii§lA ULMI 1111
Receptionp: 911867
09118!2010 12:42:11 PM Jean glberioo
3 of 3 Roo Fee:823.00 Doo Fee:0.00 GARFIELD COUNTY CO
EXIHIBIT A
The following described real property situated in the County of Garfield, State of Colorado:
Township 6 South, Range 93 West of the 6th Principal Meridian
Section 23: NW'/.SW''%
EXCEPTING a tract of land described as follows:
Commencing at the Southwest corner of said NW'/,SWY.,
Thence Northerly along the West line of said NW'/,SW'/. 466.7 feet,
Thence Easterly and parallel with the South line of said NW'/.SW'/, 466.7 feet,
Thence Southerly and parallel with the West line of said NW%SWY, 466.7 feet to the South line of said NW'/,SWY,,
Thence Westerly along the South line of said NWYSWY. 466.7 feet, more or less, to the point of beginning.
FURTHER EXCEPTING therefrom that portion conveyed via Quit Claim Deed recorded August 8, 2001 in Book 1275
at Page 859 as Reception No. 585895 and Quit Claim Deed recorded January 14, 2004 in Book 1554 at Page 486 as
Reception No. 644561.
also known by street address as: 1885 County Road 319, Rifle, CO 81650
and assessor's parcel number: 2177-233-00-253
IN REPLY REFER TO:
COC 78794
281001
United States Department of the Interior
BUREAU OF LAND MANAGEMENT
Colorado River Valley Field Office
2300 River Frontage Road
Silt, Colorado 81652
March 19, 2018
CERTIFIED MAIL 7017 0190 0000 4890 8093
RETURN RECEIPT REQUESTED
Dave Hatch
1885 CR 319
Rifle, CO 81650
Decision
Right -of -Way Grant
Serial No. COC 78794
Right -of -Way Grant COC 78794 Issued
Rental Determined
Monitoring Fee Determined
Enclosed is a copy of your right-of-way (ROW) grant, serial number COC 78794 which allows
the use of public land for a access road. It was approved by the BLM on 3/19/2018.
The advance rental for the ROW is determined to be $496.01 for the period from 4/1/2018 to
12/31/2028. BLM has received your advance rental for this period. All subsequent rental
billings will be due at the beginning of the calendar year starting 01/01/2029. Future billings
will be based on the rent schedule in effect at that time.
The monitoring fee for this ROW is determined to be a Category 1, which is $125.00. BLM has
received your monitoring fee.
This decision may be appealed to the Interior Board of Land Appeals, Office of the Secretary, in
accordance with the regulations contained in 43 CFR, Part 4 and the enclosed Form 1842-1. If an
appeal is taken, your notice of appeal must be filed in this office (at the above address) within 30
days from receipt of this decision. The appellant has the burden of showing that the decision
appealed from is in error.
If you wish to file a petition (request) pursuant to regulations 43 CFR 2801.10 or 2881.10 for a
stay (suspension) of the effectiveness of this decision during the time that your appeal is being
reviewed by the Board, the petition for a stay must accompany your notice of appeal. A petition
for a stay is required to show sufficient justification based on the standards listed below. Copies
of the notice of appeal and petition for a stay must also be submitted to each party named in this
decision and to the Interior Board of Land Appeals and to the appropriate Office of the Solicitor
(see 43 CFR 4.413) at the same time the original documents are filed with this office. If you
request a stay, you have the burden of proof to demonstrate that a stay should be granted.
Standards for Obtaining a Stay
Except as otherwise provided by law or other pertinent regulation, a petition for a stay of a
decision pending appeal shall show sufficient justification based on the following standards:
(1) The relative harm to the parties if the stay is granted or denied,
(2) The likelihood of the appellant's success on the merits,
(3) The likelihood of immediate and irreparable harm if the stay is not granted, and
(4) Whether the public interest favors granting the stay.
If you have any questions contact Monte Senor, Realty Specialist, at (970)876-9053.
Enclosure(s)
ROW Grant
BLM Form 1842-1 (Appeal Form)
2
Sincerely,
i
Glor Tibbetts
ting Field Manager
Form 2800-14
(August 1985)
UNITED STATES
DEPARTMENT OF THE INTERIOR
BUREAU OF LAND MANAGEMENT
RIGHT-OF-WAY GRANT/TEMPORARY USE PERMIT
Issuing Office
LLCON04000
Serial Number
COC78794
1. A (right-of-way) (permit) is hereby granted pursuant to:
a. ❑✓ Title V of the Federal Land Policy and Management Act of October 21, 1976 (90 Stat. 2776;
43 U.S.C. 1761);
b. ❑ Section 28 of the Mineral Leasing Act of 1920, as amended (30 U.S.C. 185);
c. ❑ Other (describe)
2. Nature of Interest:
a. By this instrument, the holder Dave Hatch
right to construct, operate, maintain, and terminate a access road
receives a
on public lands (or Federal land for MLA Rights -of -Way) described as follows:
Sixth Principal Meridian, Colorado
T. 6 S., R. 93 W.,
sec. 23, SW1/4NW1/4, and NEI/4SW1/4.
b. The right-of-way or permit area granted herein is 50
Tess. If a site type facility, the facility contains N/A
feet wide, 541
acres.
feet long and contains 0.62 acres, more or
c. This instrument shall terminate on 12/31/2048 30 years from its effective date unless, prior thereto, it is relinquished,
abandoned, terminated, or modified pursuant to the terms and conditions of this instrument or of any applicable Federal law or regulation.
d. This instrument ❑✓may ❑may not be renewed. If renewed, the right-of-way or permit shall be subject to the regulations existing at the time of renewal and
any other terms and conditions that the authorized officer deems necessary to protect the public interest.
e. Notwithstanding the expiration of this instrument or any renewal thereof, early relinquishment, abandoment, or termination, the provisions of this instrument,
to the extent applicable, shall continue in effect and shall be binding on the holder, its successors, or assigns, until they have fully satisfied the obligations
and/or liabilities accruing herein before or on account of the expiration, or prior termination, of the grant.
(Continued on page 2)
3. Rental:
For and in consideration of the rights granted, the holder agrees to pay the Bureau of Land Management fair market value rental as determined by the authorized
officer unless specifically exempted from such payment by regulation. Provided, however, that the rental may be adjusted by the authorized officer, whenever
necessary, to reflect changes m the fair market rental value as determined by the application of sound business management principles, and so far as practicable
and feasible, in accordance with comparable commercial practices.
4. Terms and Conditions:
a. This grant or permit is issued subject to the holder's compliance with all applicable regulations contained in Title 43 Code of Federal Regulations parts 2800 and 2880.
b. Upon grant termination by the authorized officer, all improvements shall be removed from the public lands within 120
disposed of as provided in paragraph (4)(d) or as directed by the authorized officer.
days or otherwise
c. Each grant issued pursuant to the authority of paragraph (1)(a) for a term of 20 years or more shall, at a minimum, be reviewed by the authorized officer at
the end of the 20th year and at regular intervals thereafter not to exceed 10 years. Provided, however, that a right-of-way or permit granted herein may be
reviewed at any time deemed necessary by the authorized officer.
d. The stipulations, plans, maps, or designs set forth m Exhibit(s) A dated 0 111 7/2 0 1 8
attached hereto, are incorporated into and made a part of this grant instrument as fully and effectively as if they were set forth herein in their entirety.
e. Failure of the holder to comply with applicable law or any provision of this right-of-way grant or permit shall constitute grounds for suspension or termination thereof.
f. The holder shall perform all operations in a good and workmanlike manner so as to ensure protection of the environment and the health and safety of the public.
IN WITNESS WHEREOF, The undersigned agrees to the teens and conditions of this right-of-way grant or permit.
(Signature of Holder)j /(Signature of Authorized Officer)
0w --a) 4 r' Acting Field Manager
(Title) (Title)
(Date) ��Effec ive Date of Grant)
(Form 2800-14, page 2)
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LAND USE PLAN CONFORMANCE.
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STIPULATIONS.
1. The holder shall contact the Authorized Officer (AO) at least 180 days prior to the non-
emergency anticipated start of any surface disturbing activities. It is the holder' s
responsibility to comply with all applicable Federal, State, and local laws and regulations
existing or hereafter enacted or promulgated. The BLM will determine if any surveys or
inventories are required. As necessary, the holder shall demonstrate compliance in
writing, i.e., with surveys and inventories completed by qualified individuals, with the
following laws including, but not limited to, the Endangered Species Act (if potential
habitat is determined to be present), the National Historic Preservation Act, and the
Native American Graves Protection and Repatriation Act. Evaluations and inventories
can be completed by BLM, or by the holder in order to meet the holder's schedule and
subject to approval by the AO. Inventories may be time sensitive and may require US
Fish and Wildlife Service concurrence, therefore this process could take longer than 60
days to complete.
2. Cultural Resources - Education/Discovery Stipulations.
A. Pursuant to 43 CFR 10.4(g) the holder of this authorization or its contractor must
notify the AO, by telephone, with written confirmation, immediately upon the
discovery of human remains, funerary items, sacred objects, or objects of cultural
patrimony. Further, pursuant to 43 CFR 10.4(c) and (d), the holder must stop
activities in the vicinity of the discovery and protect it for 30 days or until notified to
proceed by the AO.
B. The operator or its contractor is responsible for informing all persons who are
associated with the project operations that they will be subject to prosecution for
knowingly disturbing historic or archaeological sites, or for collecting artifacts. If
historic or archaeological materials are uncovered during any project or construction
activity, the operator must stop work in the area of the discovery that might further
disturb such materials, and immediately contact the AO. Within five working days the
AO will inform the operator as to the mitigation measures the operator will likely
have to undertake before the site can be used (assuming in place preservation is not
necessary).
C. The holder shall notify the AO at least 180 days prior to non -emergency activities that
would cause surface disturbance in the lease, ROW, or TUP. The BLM will
determine if a cultural resource inventory, treatment, or mitigation is required.
D. A "Notice to Proceed" stipulation shall be required for any non -emergency activities
as defined above that would cause surface disturbance on the lease, ROW, or TUP.
Any request for a "Notice to Proceed" should be made to the AO, who shall review
the proposed action for consistency with resource management concerns such as
wildlife, big game winter range, paleontology, threatened and endangered species,
and cultural resource protection. Additional measures may be required to protect
these resources.
Page 1 1
3. Paleontological Resources — Discovery Stipulations.
The applicant is responsible for informing all persons who are associated with the project
operations that they will be subject to prosecution for disturbing or collecting vertebrate
or other scientifically -important fossils, collecting large amounts of petrified wood (over
25Ibs./day, up to 2501bs./year), or collecting fossils for commercial purposes on public
lands.
If any paleontological resources are discovered as a result of operations under this
authorization, the applicant or any of his agents must stop work immediately at that site,
immediately contact the BLM Paleontology Coordinator, and make every effort to protect
the site from further impacts, including looting, erosion, or other human or natural
damage. Work may not resume at that location until approved by the AO. The BLM or
designated paleontologist will evaluate the discovery and take action to protect or remove
the resource within 10 working days. Within 10 days, the operator will be allowed to
continue construction through the site, or will be given the choice of either (a) following
the Paleontology Coordinator's instructions for stabilizing the fossil resource in place and
avoiding further disturbance to the fossil resource, or (b) following the Paleontology
Coordinator's instructions for mitigating impacts to the fossil resource prior to continuing
construction through the project area.
4. The holder shall comply with applicable State standards for public health and safety,
environmental protection and siting, construction, operation and maintenance, if these
State standards are more stringent than Federal standards for similar projects.
5. The holder shall comply with all applicable Federal laws and regulations existing or
hereafter enacted or promulgated regarding toxic substances or hazardous materials. In
any event, the holder shall comply with the Toxic Substances Control Act of 1976, as
amended (15 U.S.C. 2601, et m.) with regard to any toxic substances that are used,
generated by or stored on the lease or on facilities authorized under this lease. (See 40
CFR, Part 702-799 and especially, provisions on polychlorinated biphenyls, 40 CFR
761.1-761.193.) Additionally, any release of toxic substances (leaks, spills, etc.) in
excess of the reportable quantity established by 40 CFR, Part 117 shall be reported as
required by the Comprehensive Environmental Response, Compensation and Liability
Act of 1980, section 102b. A copy of any report required or requested by any federal
agency of state government as a result of a reportable release or spill of any toxic
substances shall be furnished to the authorized officer concurrent with the filing of the
reports to the involved Federal agency of State government.
6. All construction, operation and maintenance shall be within the authorized limits of the
lease granted herein.
7. No construction or routine maintenance activities shall be performed during periods when
the soil is too wet to adequately support such equipment. If the equipment creates ruts in
excess of four (4) inches deep, the soil shall be deemed too wet to adequately support the
construction equipment.
Page 1 2
8. Prior to termination of the lease, the holder shall contact the authorized officer to arrange
a joint inspection of the lease. This inspection will be held to agree to an acceptable
termination and rehabilitation plan as necessary. This plan shall include, but is not
limited to, removal of facilities, drainage structures, or surface material, recontouring,
topsoiling, and seeding. The authorized officer must approve the plan in writing prior to
the holder's commencement of any termination activities.
9. The holder shall be responsible for weed control within the limits of the lease. The
holder is responsible for consultation with the authorized officer and/or local authorities
for acceptable weed control methods (within limits imposed in the grant stipulations)
including pesticides/herbicides approved for use on BLM land. Use of
pesticides/herbicides shall comply with the applicable Federal and state laws.
Pesticides/herbicides shall be used only in accordance with their registered uses and
within limitations imposed by the Secretary of the Interior. Prior to the use of
pesticides/herbicides, the holder shall obtain from the authorized officer written approval
of the applicant's plan showing the type and quantity of material to be used, pest(s) to be
controlled, method of application, location of storage and disposal of containers, and any
other information deemed necessary by the authorized officer. The plan should be
submitted no later than March 1 of any calendar year to cover the proposed activities for
the next growing season. Emergency use of pesticides/herbicides shall be approved in
writing by the authorized officer prior to such use.
10. As directed by the authorized officer, all road segments shall be winterized by providing
a well -drained roadway by water barring, maintaining drainage, and any additional
measures necessary to minimize erosion and other damage to the roadway or the
surrounding public lands.
11. The holder shall seed all disturbed areas with the seed mixture(s) listed below. The seed
mixture(s) shall be planted in the amounts specified in pounds of pure live seed (PLS) per
acre. There shall be no primary of secondary noxious weed seed in the seed mixture.
Seed shall be tested and the viability testing of seed shall be done in accordance with
State law(s) and within 12 months prior to purchase. Commercial seed shall be either
certified or registered seed. The seed mixture container shall be tagged in accordance
with State law(s) and available for inspection by the authorized officer.
Fire Prevention and Control Stipulations
1. The Holder shall indemnify the United States for any and all injury, loss or damage to life
or property, including fire suppression costs, the United States may suffer as a result of
losses, claims, demands or judgments caused by Holder's use or occupancy of public
lands under this grant or permit.
2. Holder shall maintain the lease in a safe, usable condition.
Page 1 3
4. When performing construction and maintenance (including emergency repairs) activities
during the "closed" fire season (May 10 — October 20), as set by Colorado State Law, or
during any other closed fire season prescribed by the BLM Colorado State Director, the
Holder, including any persons such as contractors, etc. working on their behalf, shall
equip at least one on-site vehicle with firefighting equipment, including, but not limited
to, fire suppression hand tools (i.e. shovels, rakes, Pulaski's, etc.), a 16-20 pound fire
extinguisher, and a sufficient supply of water for initial attack, with a mechanism to
effectively spray the water (i.e. backpack pumps, water sprayer, etc.).
5. During conditions of extreme fire danger or when the State of Colorado and/or the BLM
Colorado State Director issues a fire restriction order, operations shall be limited or
suspended in specific areas, or additional mitigation measures may be required by the
BLM Authorized Officer.
6. In accordance with 43 CFR 2805.12(d) (or subsequent revisions), the Holder shall do
everything reasonable to prevent fires on or in the immediate vicinity of the lease. The
Holder will immediately report fires to the BLM Authorized Officer or local fire dispatch
(970) 257-4800 and take all necessary fire suppression actions, when safe to do so, with
their personnel and equipment on any fires they cause to ignite.
7. Holder shall maintain the condition of the origin area of the fire from further damage to
enable the Fire Investigator to properly assess the origin area and cause of the fire.
The Holder shall report to the Fire Investigator or BLM Incident Commander and shall
not enter into the origin area on fires unless given permission to do so.
8. The Holder will cooperate with the BLM in its efforts to investigate, suppress and
respond to all future fires. The duty to "cooperate" includes, but is not limited to, the
following duties regardless of whether BLM is on the scene:
A. The duty to provide the BLM (Authorized Officer or local fire dispatch (970) 257-
4800 with reasonable and timely notice concerning all fires involving the Holder's
facilities, or discovered during routine operations.
B. The duty to share factual information with the BLM concerning fires, including but
not limited to the names of Holder's employees and/or contractors with knowledge of
the incident; and to allow employees and/or contractors to be interviewed by BLM's
investigators regarding factual information relating to a fire.
C. It is the duty of the Holder to preserve the point of ignition, fire scene and reasonably
account to the BLM for Holders actions taken at the scene of a fire.
D. The duty to minimize disturbance of potential evidence located at the scene; to not
engage in any evidence collection or destructive testing without BLM and or its
counsel's express written consent; to properly handle and preserve any evidence
collected and to make all documents and evidence, including expert reports, available
to the BLM in a rapid and timely manner upon request of BLM and/or its counsel.
E. The duty to not hamper the BLM investigation of origin and cause of the fire; and to
reasonably assist BLM's investigation at the scene.
Page 14
F. The duty to provide information upon request of BLM and/or its counsel concerning
the construction, monitoring, inspection, maintenance and/or repairs of any of
Holder's facilities located at or adjacent to a fire.
G. The duty to provide information upon request of BLM and/or its counsel concerning
the monitoring, inspection, and or alteration by Holder of any condition on public
land, including but not limited to, public land adjacent to any of the Holder's
facilities.
H. The duty, during BLM fire suppression efforts: to defer to and follow the instructions
of the BLM's Incident Commander regarding activities within the boundaries of the
fire and checking in and out of the fire; and to recognize BLM's primary authority
over the incident scene.
Page 1 5
March 29, 2018
Mountain Radio Systems
Attn: Mike Kelly
489 1/2 28 1/2 Road
Grand Junction, CO. 81501
1 Fairholm Avenue
Peoria, IL 61603 USA
Phone 309-566-3000
FAX 309-566-3079
Reference: Grass Mesa, Garfield County, CO.
145' RT Tower
File Number: 224954
Enclosed, please find the following for your use:
opies____ Draw inbNumber Description
3 224954-01-D1 Design Drawing Sealed for the State of Colorado
3 224954-01-F1 Foundation
3 B090548R2 Standard Foundation Notes
Contact Phone Number: 970 986 0042
Email Also: mike@mmps.net
Sincerely,
JD Long
Mike Hurst
crp
Products for a Growing World of Technology®
1 Fairholm Avenue
Peoria, IL 61603 USA
Phone: (309)-566-3000
Fax: (309)-566-3079
DATE: MARCH 29, 2018
PURCHASER: MOUNTAIN RADIO SYSTEMS
PROJECT: 145 FT RT SELF SUPPORT TOWER
GRASS MESA, COLORADO
FILE NUMBER:224954
DRAWINGS: 224954-01-D1, 224954-01-F1, B090548
I CERTIFY THAT THE REFERENCED DRAWINGS WERE PREPARED UNDER MY SUPERVISION IN
ACCORDANCE WITH THE DESIGN AND LOADING CRITERIA SPECIFIED BY THE PURCHASER AND
THAT I AM A REGISTERED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF
COLORADO.
THE REFERENCED FOUNDATION DESIGN IS BASED ON PRESUMPTIVE SOIL PARAMETERS. A
GEOTECHNICAL SITE INVESTIGATION SHALL BE PERFORMED PRIOR TO INSTALLATION FOR
COMPETENT PROFESSIONAL EXAMINATION AND VALIDATION OF THE SUITABILITY OF THE
PRESUMPTIVE SOIL PARAMETERS FOR THE SITE.
CERTIFIED BY:
DATE:
Products for a Growing World of Technology®
NOMINAL
TOP SPREAD -[--y
4,-10" I
TOWER STEEL HEIGHT
RTSO4C
RTTO6
5TT08
RTT1O
117112
01714
RTT18
MAXIMUM FACTORED REACTIONS
COMPRESSION =
TENSION =
TOTAL SHEAR =
287.4 KIPS
257.9 KIPS
56.7 KIPS
O.T.M. = 4,571.2 FT -KIPS
(6) ANOIOR BOLTS (18 TOTAL)
1.1/2- DIA. X 74" LONG
ASTM F1654 Gr. 105
NOMINAL
— BASE SPREAD —
GENERAL NOTES
1. ROHN PRODUCTS, LLC TOWER DESIGNS CONFORM TO ANSI/17A-222-G UNLESS OTHERWISE
SPECIFIED UNDER TOWER DESIGN LOADING.
2. THE DESIGN LOADING CRITERIA INDICATED HAS BEEN PROVIDED TO ROHN. THE DESIGN LOADING
CRITERIA HA5 BEEN ASSUMED TO BE BASED ON SITE-SPECIFIC DATA IN ACCORDANCE WITH
ANSI/116-222-G AND MUST BE VERIFIED 8Y OTHERS PRIOR TO INSTALLATION.
3. ANTENNAS AND LINES LISTED IN TOWER DESIGN LOADING TABLE ARE PROVIDED BY OTHERS UNLESS
OTHERWISE SPECIFIED.
4. STEP BOLTS ARE PROVIDED ASA CISMBING FACILITY FOR THE INSTALLATION OF THE STRUCTURE.
5. TOWER MEMBER DESIGN DOES NOT INCLUDE STRESSES DUE TO ERECTION SINCE ERECTION
EQUIPMENT AND CONDITIONS ARE UNKNOWN. DESIGN ASSUMES COMPETENT AND QUALIFIED
PERSONNEL WILL ERECT THE TOWER.
6. WORK SHALL BE IN ACCORDANCE WITH ANSI/TIA-222-G, "STRUCTURAL STANDARDS FOR STEEL
ANTENNA TOWERS AND ANTENNA SUPPORTING STRUCTURES".
7. THE MINIMUM YIELD STRENGTH OF STRUCTURAL STEEL MEMBERS SHALL 8E 50 KSI.
8. FIELD CONNECTIONS SHALL BE BOLTED. NO FIELD WELDS SHALL BE ALLOWED.
9. STRUCTURAL BOLTS SHALL CONFORM TO GRADE A325 PER ASTM F3125, EXCEPT WHERE NOTED.
10. PAL NUTS ARE PROVIDED FOR ALL TOWER BOLTS.
11. STRUCTURAL STEEL AND CONNECTION BOLTS SHALL BE HOT -DIPPED GALVANIZED AFTER
FABRICATION IN ACCORDANCE WITH AN51/TIA-222-6.
12. ALL HIGH STRENGTH BOLTS ARE TO BE TIGHTENED TO A "SNUG TIGHT" CONDITION AS DEFINED IN
THE RCS0 'SPECIFICATION FOR STRUCTURAL JOINTS USING HIGH-STRENGTH BOLTS". NO OTHER
MINIMUM BOLT TENSION OR TORQUE VALUES ARE REQUIRED.
13. PURCHASER SHALL VERIFY THE INSTALLATION TS IN CONFORMANCE WITH LOCAL, STATE, AND
FEDERAL REQUIREMENTS FOR OBSTRUCTION MARKING AND LIGHTING.
14. TOLERANCE ON TOWER STEEL HEIGHT IS EQUAL TO PLUS 1% OR MINUS 1/2%.
15. DESIGN ASSUMES THAT, AS A MINIMUM, MAINTENANCE AND INSPECTION WILL BE PERFORMED OVER
THE LIFE OF THE STRUCTURE IN ACCORDANCE WITH ANSI/TIA-222-G.
16. DESIGN ASSUMES LEVEL GRADE AT TOWER SITE.
17. DESIGN ASSUMES ALL ANTENNAS ARE MOUNTED SYMMETRICALLY TO MINIMIZE TORQUE, IF
APPLICABLE.
18. FOR FOUNDATION DETAILS, SEE DRAWING NUMBER 224954-01-F1. THE PURCHASER SHALL VERIFY
THAT ACTUAL SITE SOIL PARAMETERS MEET OR EXCEED ANSI/TIA-222-G PRESUMPTIVE CLAY SOIL
PARAMETERS.
19. TOWER DESIGN INCLUDES AN ADDITIONAL 40% ANTENNA LOADING AND LINES.
FILE NO,
224954
REVISIONS
REVj DESCRIPION IDWNJ CHK API
SECTION MAIN MEMBER SCHEDULE
TOWER DESIGN LOADING
DESIGN WIND LOAD PER ANSI/TIA-222.G:
ASCE 7-16 ULTIMATE WIND SPEED (NO ICE) = 104 MPH
STRUCTURE CLASS = II
EXPOSURE CATEGORY = C
TOPOGRAPHIC CATEGORY = 2
CREST HEIGHT = 850 FT
EARTHQUAKE SPECTRAL RESPONSE ACCELERATION: S5 = 0.336; 51 = 0.077
THIS TOWER IS DESIGNED TO SUPPORT THE FOLLOWING LOADS:
ELEVATION (FT)
ANTENNA TYPE
UNE SIZE (NOM)
TOP
BEACON AND LIGHTNING ROD
(1) 3/4" CONDUIT
TOP
(9) 050901146, (3) [10063025000 [8 FT PANELS], &
(1) 20 FT WHIP ON (3) LEG -MOUNTED SECTOR FRAMES
(12) 1-5/8",
(3) HYBRID, (1) 1/2"
130
(2) 2 FT STANDARD DISHES, LEG -MOUNTED
0 & 280 DEG] [6 GH2]
() 7/8"
(2)
130
(1) CL-FMRX YAGI, LEG -MOUNTED
(1) 1/2"
130
(1) SIRA FMC -01, LEG -MOUNTED [AZ. 355 DEG]
(1) 1/2"
125
(3) 12"X12" PANELS & (2) 36"X02" PANELS
04 (1) LEG -MOUNTED SECTOR FRAME
1
(5) /2
100
(1) 3 FT STANDARD DISH, LEG -MOUNTED
[AZ. 280 DEG) [6 GHZ]
1
() 7/8
100
(3) I2"X12" PANELS, (2) 36"112" PANELS, & (1) 20 FT
WHIP ON (1) LEG -MOUNTED SECTOR FRAME
(6) 1/2"
90
(1) SIRA FMC -01, LEG -MOUNTED [AZ. 90 DEG]
(1) 1/2"
80
(1) 3 FT STANDARD DISH, LEG -MOUNTED
[AZ. 0 DEG] [6 GHZ]
!8"
(1)7
50
(2) 4 FT STANDARD DISHES, LEG -MOUNTED
[AZ. 290 & 90 DEG] [6 GHZ]
(2) 7/8"
45
(2) 3 FT STANDARD DISHES, LEG -MOUNTED
[AZ. 90 & 270 DEG] [6 0HZ]
(2) 7/6"
30
(3) 2 ET STANDARD 131511E5, LEG -MOUNTED
[AZ. 0, 90, & 270 DEG] [6 GL1Z]
(3) 7/G"
MAXIMUM FACTORED REACTIONS
COMPRESSION =
TENSION =
TOTAL SHEAR =
287.4 KIPS
257.9 KIPS
56.7 KIPS
O.T.M. = 4,571.2 FT -KIPS
(6) ANOIOR BOLTS (18 TOTAL)
1.1/2- DIA. X 74" LONG
ASTM F1654 Gr. 105
NOMINAL
— BASE SPREAD —
GENERAL NOTES
1. ROHN PRODUCTS, LLC TOWER DESIGNS CONFORM TO ANSI/17A-222-G UNLESS OTHERWISE
SPECIFIED UNDER TOWER DESIGN LOADING.
2. THE DESIGN LOADING CRITERIA INDICATED HAS BEEN PROVIDED TO ROHN. THE DESIGN LOADING
CRITERIA HA5 BEEN ASSUMED TO BE BASED ON SITE-SPECIFIC DATA IN ACCORDANCE WITH
ANSI/116-222-G AND MUST BE VERIFIED 8Y OTHERS PRIOR TO INSTALLATION.
3. ANTENNAS AND LINES LISTED IN TOWER DESIGN LOADING TABLE ARE PROVIDED BY OTHERS UNLESS
OTHERWISE SPECIFIED.
4. STEP BOLTS ARE PROVIDED ASA CISMBING FACILITY FOR THE INSTALLATION OF THE STRUCTURE.
5. TOWER MEMBER DESIGN DOES NOT INCLUDE STRESSES DUE TO ERECTION SINCE ERECTION
EQUIPMENT AND CONDITIONS ARE UNKNOWN. DESIGN ASSUMES COMPETENT AND QUALIFIED
PERSONNEL WILL ERECT THE TOWER.
6. WORK SHALL BE IN ACCORDANCE WITH ANSI/TIA-222-G, "STRUCTURAL STANDARDS FOR STEEL
ANTENNA TOWERS AND ANTENNA SUPPORTING STRUCTURES".
7. THE MINIMUM YIELD STRENGTH OF STRUCTURAL STEEL MEMBERS SHALL 8E 50 KSI.
8. FIELD CONNECTIONS SHALL BE BOLTED. NO FIELD WELDS SHALL BE ALLOWED.
9. STRUCTURAL BOLTS SHALL CONFORM TO GRADE A325 PER ASTM F3125, EXCEPT WHERE NOTED.
10. PAL NUTS ARE PROVIDED FOR ALL TOWER BOLTS.
11. STRUCTURAL STEEL AND CONNECTION BOLTS SHALL BE HOT -DIPPED GALVANIZED AFTER
FABRICATION IN ACCORDANCE WITH AN51/TIA-222-6.
12. ALL HIGH STRENGTH BOLTS ARE TO BE TIGHTENED TO A "SNUG TIGHT" CONDITION AS DEFINED IN
THE RCS0 'SPECIFICATION FOR STRUCTURAL JOINTS USING HIGH-STRENGTH BOLTS". NO OTHER
MINIMUM BOLT TENSION OR TORQUE VALUES ARE REQUIRED.
13. PURCHASER SHALL VERIFY THE INSTALLATION TS IN CONFORMANCE WITH LOCAL, STATE, AND
FEDERAL REQUIREMENTS FOR OBSTRUCTION MARKING AND LIGHTING.
14. TOLERANCE ON TOWER STEEL HEIGHT IS EQUAL TO PLUS 1% OR MINUS 1/2%.
15. DESIGN ASSUMES THAT, AS A MINIMUM, MAINTENANCE AND INSPECTION WILL BE PERFORMED OVER
THE LIFE OF THE STRUCTURE IN ACCORDANCE WITH ANSI/TIA-222-G.
16. DESIGN ASSUMES LEVEL GRADE AT TOWER SITE.
17. DESIGN ASSUMES ALL ANTENNAS ARE MOUNTED SYMMETRICALLY TO MINIMIZE TORQUE, IF
APPLICABLE.
18. FOR FOUNDATION DETAILS, SEE DRAWING NUMBER 224954-01-F1. THE PURCHASER SHALL VERIFY
THAT ACTUAL SITE SOIL PARAMETERS MEET OR EXCEED ANSI/TIA-222-G PRESUMPTIVE CLAY SOIL
PARAMETERS.
19. TOWER DESIGN INCLUDES AN ADDITIONAL 40% ANTENNA LOADING AND LINES.
FILE NO,
224954
REVISIONS
REVj DESCRIPION IDWNJ CHK API
SECTION MAIN MEMBER SCHEDULE
SECTION
LEG
DIAGONAL
HORIZONTALS
RTSO4C
PIPE 3.500,0.216
Ll 3/4x1 3/481/8 (3)
LI 1/281 1/2x3/16(1)
51706
PIPE 3.50000.216
9.1 3/4x1 3/4x1/8 (4)
11 1/281 1/2x3/16 (1)
51108
PIPE 4,500,0.237
L2 1/2x2 1/20/16 (3)
N/A
51710
PIPE 5.5630.258
L2 1/2x2 1/2x3/16 (3)
N/A
RTT12
PIPE 5.56380.375
138393/16 (2)
N/A
R1114
PIPE 6.625x0.340
L38381/4(2)
N/A
R1118
PIPE 8.625x0.375
L3 1/2x3 1/281/4 (3)
N/A
NOTE: SECTION NUMBERS ARE FOR REFERENCE ONLY, FOR NOMINAL FACE WIDTH DIMENSIONS, REFER
TO 1H5 STRESS ANALYSIS.
THE NUMBERS SHOWN IN PARENTHESES INDICATE 11-10 NUMBER OF BAYS FROM TOP TO BOTTOM.
R
00 808 5999
PEOR1A, IL 61601-5999
TOLL FREE 800-727-ROHN
, M 1
�rorn,aPcw[oORLCED TIM."an H1v *wmur
MR WW1. coRsen
MOUNTAIN RADIO SYSTEMS
DESIGN PROFILE
145 FT RT TOWER
GRASS MESA, CO
OWN:
A5
`11"//-4
DATE:
1/29/20(8
ENG'R: j-y��
/'" r
SHEET •:
I Of
PR. ENGR:
A5
PRI. MM9GR:
DRAWING NO:
224954-01-D1
REV
0
NOTE: SEE DRAWING NO. 8090548 FOR STANDARD FOUNDATION NOTES.
26 -0"
16x-0"
CENTROID
OF TOWER/
/
CENTROID
OF MAT
ROUND PIER
PLAN VIEW
(2) NO. 4 CIRCULAR TIES W/ SEISMIC
HOOKS ENCLOSING VERTICAL BARS
r °'-6"3•-6" w/ 24" LAPS ON 2.5" CENTERS
(VIP) - ,I
)
6-0"
(28) NO. 7 HORIZ. BARS
EQUALLY SPACED EACH WAY,
TOP 8 BOTTOM (112 TOTAL)
FACTORED REACTIONS
Maximum 0.T.M = 4,571.17 FT -K
Total Tower Wt= 30.32 KIPS
Total Shear= 56.74 KIPS
Max. Shear/Leg = 35.77 KIPS
Max. Ten./Leg = 257.52 KIPS
Max. Comp./Leg = 287.42 KIPS
NO. 4 CIRCULAR TIES
ENCLOSING VERTICAL BARS
w/24" LAPS ON 6" CENTERS (TYP)
SEE NOTE #22
(12) NO. 8 VERT. BARS EQUALLY
SPACED ON 33" DIA. CIRCULAR
CAGE W/90° HOOKS AT BOTTOM
(TYP)
ELEVATION VIEW
12 BAR DIA.(MIN)
CONCRETE VOLUME (cu.yds)
ROUND
PIER 5.1
PAD 43.8
TOTAI. 48.9
FILE N0.
224954
REVISIONS
REV{ DESCRIPTION ) OWN' CHI APP
R
PO EOE 5999
PEORIA, 11.61601-5999
TOLL FREE 600-727-60490
MIS DRAWING IS THE PROPERTY or ROM IT IS HOT TO RE
REPRODUCED C.014%0; m MOLE OR mr4n MOOJ1
MAT WITH RAISED PIERS
PRESUMPTIVE CLAY PER ANSI/TIA-222-G
OWN:
AS
aro: /4/..4',
DATE:
3/29120/6
ENG71
/P9
PR2. ENG'R:
A5
SHEET 6-
1 OF 1
PR). NANGR:
DRAWING N0:
224954-01-F1
0
STANDARD FOUNDATION NOTES
ANSI/TIA-222-G
1. STANDARD FOUNDATION DESIGNS ARE IN ACCORDANCE WITH ANSIj1IA-222-G, "STRUCTURAL
STANDARDS FOR STEEL ANTENNA TOW ERS AND ANTENNA SUPPORTING STRUCTURES", SECTION 9
AND ANNEX F FOR THE FOLLOWING PRESUMPTIVE CLAY SOIL PARAMETERS:
II
(W/R3)
I
]psf)
Ultimate Bearing
[kPa]
Ultimate(Mews/ft)m
Skin FICOQfl
(1.3)
lsa
(b)owofm]
WO
(14'0131
[kPa]
5dallow j Deep
(kP)]
1V0131
Fnds. I FnOs.
tl [26]
0
110
[17)
1000
I [481
5000 5005
[240] I [431)
500
(24]
150
(41,000]
0.01
2 THE PURCHASER MUST VERIFY THAT ACTUAL SITE SOIL PARAMETERS MEET OR EXCEED
AN5I/TIA-222-G PRESUMPTIVE 51AY SOIL DESIGN PARAMETERS AND THAT THE PENETRATION
AND/OR ZONE OF SEASONAL MOISTURE VARIATION AT THE SITE. FOUNDATION DESIGN
MODIFICATIONS MAY BE REQUIRED IN THE EVENT PRESUMPTIVE CLAY SOIL PARAMETERS ARE NOT
APPLICABLE FOR THE ACTUAL SUBSURFACE CONDITIONS ENCOUNTERED.
3 A SITE-SPECIFIC INVESTIGATION IS REQUIRED FOR CLASS III STRUCTURES IN ACCORDANCE WITH
ANSI(TIA-222-G.
4 FOUNDATION DESIGNS ASSUME FIELD INSPECTIONS WILL BE PERFORMED BY THE PURCHASER'S
REPRESENTATIVE TO VERIFY THAT CONSTRUCTION MATERIALS, INSTALLATION METHODS AND
ASSUMED DESIGN PARAMETERS ARE ACCEPTABLE BASED ON THE CONDITIONS EXISTING AT THE
SITE.
5. WORK SHALL BE IN ACCORDANCE WITH LOCAL CODES, SAFETY REGULATIONS AND UNLESS
OTHERWISE NOTED, THE LATEST REVISION OF ACI 31.8, "BUILDING CODE REQUIREMENTS FOR
REINFORCED CONCRETE". PROCEDURF5 FOR TICE PROTECTION OF EXCAVATIONS, E#STING
CONSTRUCTION AND LITRTTIES SHALL BE ESTABLISHED PRIOR TO FOUNDATION INSTAUATION.
6. CONCRETE MATERIALS SHALL CONFORM TO THE APPROPRIATE STATE REQUIREMENTS FOR
EXPOSED STRUCTURAL CONCRETE.
7. PROPORTIONS OF CONCRETE MATERIALS SHALL BE SUITABLE 500 THE INSTAT .ATION METHOD
UTILIZED AND SHALL RESULT IN DURABLE CONCRETE FOR RESISTANCE TO LOCAL ANTICIPATED
AGGRESSIVE ACTIONS. THE DURABILITY REQUIREMENT OF ACL 310 CHAPTER 4 SHALT. BE SATISFIED
BASED ON THE CONDITIONS EXSECTED AT THE SITE. ASA MINIMUM, CONCRETE SIIALL DEVELOP A
MINIMUM COMPRESSIVE STRENGTH OF 4550 PSI (31.0 MPa) IN 28 DAYS.
8. MAXIMUM SIZE OF AGGREGATE SHALL NOT EXCEED SIZE SUITABLE FOR IN5TALIATION METHOD
UTILIZED OR 1/3 CLEAR DISTANCE BEHIND OR BETWEEN REINFORCING. MAXIMUM SIZE MAY BE
INCREASED TO 2/3 CLEAR DISTANCE PROVIDED WORKABILITY AND METHODS OF CONSOLIDATION
511CH A5 VIBRATING WILL PREVENT HONEYCOMBS OR VOIDS.
9, REINFORCEMENT SHALL BE DEFORMED AND CONFORM TO THE REQUIREMENTS OF A5194 A610
GRACIE 60 UNLESS OTHERWISE NOTED. SPLICES 111 REINFORCEMENT SHALL NOT BE ALLOWED
UNLESS OTHERWISE INDICATED.
10. REINFORCING CAGES SHALL BE BRACED TO:RETAIN PROPER DIMENSIONS DURING HANDLING,
THROUGHOUT PLACEMENT OF CONCRETE AND DURING EXTRACTION OF TEMPORARY CASING.
11. WELDING IS PROHIBITED ON REINFORCING STEEL AND EMBEDMENTS.
12. MINIMUM CONCRETE COVER FOR REINFORCEI4ENT SHALL BE 3 INCHES (76 mm) UNLESS
OTHERWISE NOTED. APPROVED SPACERS SHALL BE USED TO INSURE A 3 INCH (76 ma]) MINIMUM
COVER ON REINFORCEMENT. CONCRETE COVER FROM TOP OF FOUNDATION TO ENDS OF
VERTICAL REINFORCEMENT SHALL. NOT EXCEED 3 INCHES [76 mm) NOR BE LESS THAN 2 INCHES
(51 mm),
13. SPACERS SHALL BE ATTACHED INTERMITTENTLY THROUGHOUT 1116 ENTIRE LENGTH OF VERTICAL
REINFORCING CAGES TO INSURE CONCENTRIC PLACEMENT OF CAGES IN EXCAVATIONS.
14. FOUNDATION DESIGNS ASSUME STRUCTURAL BACKFILL TO BE COMPACTED 10 8 INCH (200 mm)
MAXIMUM LAYERS TO 95% OF MAXIMUM DRY DENSITY AT OPTIMUM MOISTURE CONTENT IN
ACCORDANCE WITH ASTM 0698 ADDITIONALLY, STRUCTURAL BACKFILL MUST HAVE A M1841MUM
COMPACTED UNIT WEIGHT OF 100 POUNDS PER CUBIC FOOT (16 kN/m3).
1S. FOUNDATION DESIGNS ASSUME LEVEL GRADE AT THE SITE.
16. FOUNDATION INSTALLATION SHALL BE SUPERVISED BY PERSONNEL KNOWLEDGEABLE AND
EXPERIENCED WITH THE PROPOSED FOUNDATION TYPE. CONSTRUCTION SHALL BE IN
ACCORDANCE WITH GENERALLY ACCEPTED INSTALLATION PRACTICES.
17. FOR FOUNDATION AND ANCHOR TOLERANCES SEE DRAWING A810214.
18. LOOSE MATERIAL SHALL BE REMOVED FROM BOTTOM OF EXCAVATION PRIOR TO CONCRETE
PLACEMENT. SIDES OF EXCAVATION SHALL BE ROUGH AND FREE OF LOOSE CUTTINGS
19. CONCRETE SHALL BE PLACED INA MANNER THAT WILL PREVENT SEGREGATION 05 50950ZE
MATERIALS, INFILTRATION OF WATER OR SOIL AND OTHER OCCURRENCES WHICH MAY DECREASE
THE STRENGTH OR DURABILITY OF THE FOUNDATION.
20. FREE FALL CONCRETE MAY BE USED PROVIDED FALL L5 VERTICAL DOWN WITHOUT HITTING
5IDE5 OF EXCAVATION, FORMWORK, RINFORCING BARS, FORM TIES, CAGE BRAI]NG OR OTHER
OBSTRUCTIONS. UNDER NO CIRCUMSTANCES SHALL CONCRETE FALL THROUGH WATER.
21. CONCRETE SHALL 8E PLACED AGAINST UNDISTURBED SOIL EXCEPT FOR PIERS OR PIER AND PAD
FOUNDATIONS. FORMS FOR PIERS SHALL BE REMOVED PRIOR TO PLACING STRUCTURAL BACKFILL.
22. CONSTRUCTION 201NT5, IF REQUIRED IN 5I52 MUST BE AT LEAST 12 INCHES (305 mm) BELOW
BOTTOM OF EMBEDMENTS AND MUST BE INTENTIONALLY ROUGHENED TO A FULL AMPLITUDE OF
1/4 111C11 (6 mm). FOUNDATION DESIGN ASSUMES NO OTHER CONSTRUCTION JOINTS.
23. CASING, IF USED, SHAH NOT BE LEFT IN PUCE. EQUIPMENT, PROCEDURES, AND PROPORTIONS
OF CONCRETE MATERIALS SHALL INSURE CONCRETE WILL NOT BE ADVERSELY DISTURBED UPON
CASING REMOVAL. DRILLING FLUID, IF USED, SHALL BE FULLY 015514CE0 BY CONCRETE AND
SHALL NOT BE DETRIMENTAL TO CONCRETE OR SURROUNDING SOIL CONTAMINATED CONCRETE
SHALL BE REMOVED FROM TOP OF FOUNDATION AND REPLACED WITH FRESH CONCRETE.
29. TOP OF FOUNDATION STALL BE SLOPED TO DRAIN WITH A FLOATED FINISHED. EJ(POSED EDGES
OF CONCRETE SHAD. BE CHAMFERED 3/4" X 3/4° (19 mm X 19 mm) MINIMUM.
25. FOR ANCHOR BLOCK TYPE FOUNDATIONS, FOR GUYED TOWERS, ADDITIONAL CORROSION
PROTECTION MAY BE REQUIRED FOR STEEL GUY ANCHORS IN DIRECT CONTACT WITH SOIL
DESIGN ASSUMES PERIODIC INSPECTIONS WILT. BE PERFORMED OVER THE LIFE OF THE
STRUCTURE TO DETERMINE IF ADDITIONAL ANCHOR CORROSION PROTECTION MEASURES MUST
BE IMPLEMENTED BASED ON OBSERVED SITE-SPECIFIC CONDITIONS.
9410 ND.
#415)000
DesaFmn
50,549A 9,5545 my }N Plrt
95,0 91050<,
PO BOX 5599
PEORIA, IL 61611.5490
'.17,1 FREE 8CO59950HV
4s 03.510113545 iNCOHOTO$ tSiw 950"5-1
xa4*4`+".�tvnse'
ANSI/T1A-222
STANDARD FOUNDATION NOTES
OWN:
FAD
CNKO.
h1A 1DATE
0DV,RO/7009
09311
5NErl r.
IU l
FRJ. 09GTI
501. FONG'S:
LVAWIN4 Nu:
8090548
Rev
2
ROIN
TowerSoft
/1► ENGINEERING SOFTWARE
TSTower - v 5.6.0 Tower Analysis Program Licensed to: ROHN Products LLC
(c) 1997-2015 TowerSoft www.TSTower.com Peoria, IL
File: W:\Jobs\2018\224954\224954.out
Contract: 224954
Project: 145 FT RT TOWER
Date and Time: 3/29/2018 9:55:20 AM
DESIGN SPECIFICATION
Design Standard: ANSIITIA-222-G-2005 Add.2
Ultimate Design Wind Speed (No Ice) = 104 0 (mph)
Nominal Design Wind Speed (No Ice) = 80 6 (mph)
Structure Class = II
Exposure Category = C
Topographic Category = 2
Set. Length Top W. Bot Width
(ft) (in) (in)
1 30.00 18197 229.97
2 20 00 156 24 181 97
3 20:00 131.32 156 24
4 20.00 107.32 13132
5 20 00 82.40 107 32
6 2000 5753 8240
7 15 00 57 53 57 53
MAXIMUM BASE REACTIONS
Download (Kips)
Uplift (Kips)
Shear (Kips)
O.T.M. (Ft -Kips)
287 4
257.5
35.8
4,571.2
Revision: 0
Site: GRASS MESA- CO
Engineer: AS ✓ ,J
15.00
20.00
20.00
20.00
20 00
20 00
30.00
(6) 1-1/2" X 74" ANCHOR BOLTS PER LEG
(18 TOTAL)
TowerSoft
ENGINERNG SOFTWARE
TSTower - v 5.6.0 Tower Analysis Program
(c) 1997-2015 TowerSoft www.TSTower.com
Licensed to: ROHN Products LLC
Peoria, IL
File: W:\Jobs\2018\224954\224954.00t
Contract: 224954 Revision: 0
Project: 145 FT RT TOWER Site: GRASS MESA- CO
Date and Time: 3/29/2018 9:55:20 AM Engineer: AS
Section A: PROJECT DATA
a,met Nam,: RAD:
(..;RA,D
,t. (1
• on :
AS
e : r20 14
1;9:'-,1;7C.)
De. F
2 nI. 3 rd 214011 / T: -222 ": 209
GENFRAL 201713.331 921717111277
wa.nd dl1 00 ([1 14)
r ea nd lon : 330.0D
rn w ind re, t D.00 (D,..^(7)
D .90
St r•:Icrt 11
• r c tr. y : 2
• (-A ,arr,pFt. e,De 3,1 C f di I,: 830 (ft )
Mrn.-MUP, 1-317
11
,1 • 10" 1.1 :
17.. 11.1 -
Lcad F ;
; f
y
'7 1 1
7,17.11 1/ 1,1;1 -1
114.00Duph)
30.11 :1:97)
9.145
1.00
1.1,0
1.20
C.90
.9)7
,11177 .-171 711',4 . '11
C0
ys; Der z)vr,r-,1 17117 '' 1111 i
Page A 1
p.TowerSoft
hENGINEERING SOFTWARE
TSTower - v 5.6.0 Tower Analysis Program
(c) 1997-2015 TowerSoft www.TSTower.com
File: W:\Jobs\2018\224954\224954.out
Contract: 224954
Project: 145 FT RT TOWER
Date and Time: 3/29/2018 9:55:20 AM
Section ES: STRUCTURE GEOMETRY
'F7WEP GE(HET67y
Hel.o44. 1'44_ 64:Seiv:-
44')
Irlangusor 115_ 55 145, 05
SECTION GEOMET95
Sec Sec. S. ••• 9,ievats6.44,
6.ottom Tee.
(tL)
7 FTSC,, ..30.00 145.06
0 14.3366 110.00 130.0
6 93306 90.30 110.0S
6 RTTH. 70.00 90.00
3 61712 50.00 40.00
2 61114. 30.00 50.01
PTTIB 6.00 30.06
4csa.1 me6e.
644NEL 5111L15'9 1'
66ik rypC
Sec!sr. c
RI1IN
Licensed to: ROHN Products LLC
Peoria, IL
Revision: 0
Site: GRASS MESA- CO
Engineer: AS
(ftS 4o)
3None)
Yo. 5.0 51 7..,,
(14eice
21 N,6 66.•• 5.0 1'444-o-
1 Y.None 5.1.)
(None)
1 X (None) S,).o•. 5.0
X(Non) No -00 5.0 es
e
6'.
(Nene)
(Slone) ',',67o,e 6.7 ,:.
X
(None; Nc6,4 6.7 6•••••
i X, X Ncise 6.1 IL
None)
U'Ide) No.:: 6.7
, X )None) cr.,:... 6.7
, X (21000) 110:3:0 5.7 4. ':.'. (Nor4o
.,4 OX4.6• t
X
(None) Nf.
)) 00:1. 10.6 215.6
X
No., 10.,
C.4,,r2c0
' X
Noce .6665,4 1 0 . (. 3 ,1'.1. 2 2 .. 3_ N,....,20.2 -,
X.H2..(2, 16s.1 ,,Nen,....S ,,.-,...,,1'.,..6,
X U4onej
0.S
X
(None) None 10.r
No,-,.. 10.C. 61.1.6 196.4 eo46s • . '7,06' 0 . -.
(None)
X (None) I Ie S :1.5O, 5 iIss, . • 5e6 0.
MEMBER F939EOZE6
P1.61, 7.s06x6,216 9060 qr.357121'46co06 4 X. r64,
7/3 05.51; 01 3/4x1 gi
Page 3 1
TowerSoft
%` ENGINEERING SOFTWARE
TSTower - v 5.6.0 Tower Analysis Program
(c) 1997-2015 TowerSoft www.TSTower.com
File: W:\Jobs\2018\224954\224954.out
Contract: 224954
Project: 145 FT RT TOWER
Date and Time: 3/29/2016 9:55:20 AM
Page B 2
Licensed to: ROHN Products LLC
Peoria, IL
Revision: 0
Site: GRASS MESA- CO
Engineer: AS
owe rSoft
ENGINEERING SOFTWARE
TSTower - v 5.6.0 Tower Analysis Program
(c) 1997-2015 TowerSoft www.TSTower.com
File: W:\Jobs\2018\224954\224954.out
Contract: 224954
Project: 145 FT RT TOWER
Date and Time: 3/29/2018 9:55:20 AM
Section C: ANTENNA DATA
StrJcture I,]Tnlith from
ANTENNAS
Ant Elctv. Antenna Ant. Mcunt. Moow.
No. U0 Type Aim.
(a.) . •
10.90 (1) 9921t TTI,. win co
3.00
Vert.. Offsct 55.ti
2 130.00 (1) 302ft TIT wr5 rradome
2E9 3.00
• Offset. 0.°C
100.00 (1) 303ft TIT wer, rardeme
289
Vert. Off5et 0.DD (ft)
4 80.00 (1) 59.3ft. TTA
6.00
VerAL. ClfseL 0.0C' P.,±)
5 50.09 (1) 3)3)1 69, TIA wre Ladome
255 1.50
C.Aifset (fL)
(1) S041.9. '03.Aw/o
• Orfser
3.99
15.00 (1) 2193,):1 .It w/o radomw
9G 1.00
Ve 13..Off5et. 0.00 (f()
a 41 (0) (1) SO3fr TIT wee rad5q05
2)70 9.90 1.00
016r:er 0.E0 3
9 30.00 (I) 3D 2 7TA
Vert, ,9ftscr2.. 0.0C YeT,)
10 20.E0 (3) 8(32f1. T)9
96 9.01 1.90
Licensed to: ROHN Products LLC
Peoria, IL
Revision: 0
Site: GRASS MESA- CO
Engineer: AS
1.00
1.00
1.00
• 0' 50) 0.0C
II 30.09 (1) SD2f.1... TTT. w/e radomc
270 9.0E
Vert. 9211500 0.00 yer)
TT5T0 ‘42:T2,:ei
. •
(1). rt)
11 ENGINEERINGSOFTWARE
TSTower - v 5.6.0 Tower Analysis Program
(c) 1997-2015 TowerSoft www.TSTower.com
TowerSoft
File: W:\Jobs\2018\224954\224954.out
Contract: 224954
Project: 145 FT RT TOWER
Date and Time: 3/29/2018 9:55:20 AM
Section D: TRANSMISSION LINE DATA
3,00 113.60 218 AABLE 2.00 0.00 0.00 1 i
2 0.00 115.00 5Ld Ladder 2.00 0.00 0.00 1
2 0,00 145.00 200.76 Cnd 9.64 60,00 5.00 1
4 0.00 143.00 TX 122.eliA92 6.39 60.00 30.00
6. 0.00 145.00 LL16111 61A 6.39 60.00 30.00 1
6 0.00 145.05 1,11112 55 7.22 00.00 20.00 4 1
7 125.00 145.00 LDF4P--69A 1.77 300.00 270.00 2 1
6 0.00 140.00 TX L2d5A•A 6.39 300.00 270.00 1
) 0.00 130.00 TX Lad:2:22 6.39 180.00 150.00 '
10 110.00 125.00 LDE11' 662A 2.29 300.00 270.0) 12
11 100.00 129.00 1,21E5P 51A 2.63 180.00 150.00 3
12 100.00 110.00 ILDE/P-65A 2.63 300.00 220.00 13
13 B0.00 100.00 "1.7.1031,666-A 3.31 180.00 150.00 5
11 90.06 100.00 "1,1)F1P-66"3 2.98 300.00 2)0.00 21
15 0.00 90.00 1,DF1P-59A 6.39 300.00 270.00 23
12 50.00 80.00 1,36F51' 'DCA 4.34 1E0.00 7.0.00 A
17 45.00 50.00 1,12951. 65A 4.52 180.00 150.00 9
16 30.00 15.00 L1,151' 66A 5.05 180.00 156.110 12
19 0.00 30.00 L0F611 '66A 6.39 180.00 150.00
::/7/:.S:5./.. 6:. 0e6.2_,.12
DAp,A, Unit. 42s2,
(00/12)
1/8 CABLE "1 0.39
2. S',.d 1,22:1der , 2.98 1.25
3 0CC.36 6::-1,-3 1.05
4 rx LAddAT / 4.11 1.50
LLF31 62 2.1 2.01
LDEAL--50
6 0.43
"..11.661.P6.6"D0. 6.1 0.63
A 0 LAdder e 4.1(.1 1.50
TX Ladder 1 1.69 1.50
11: LE:FAB-LOA • U.b3 0,63
11 LD111"P 6607" 1.1C 1.10
10 6DP4P 501, 0,63 0.63
1X LLF5F1 :_-.31'A 1.16 1,10
14 tr..3"617'•6.4 0.63 0.63
16 LDF4P-166.1 1 3 0.63
l':.: 1.5175P 50A , 1.15 1.10
1
1.195.5A 50A 1 16 .10.'
1E .7/ 'P 1.10
19 LDE5F-L90A 1.1A 1.10
Page 0 1
RON
Licensed to: ROHN Products LLC
Peoria, IL
Revision: 0
Site: GRASS MESA- CO
Engineer: AS
TowerSoft
ENGINEERING SOFTWARE
TSTower - v 5.6.0 Tower Analysis Program
(c) 1997-2015 TowerSoft www.TSTower.com
Licensed to: ROHN Products LLC
Peoria, 11,
File: W:\JObs\2018\224954\224954.out
Contract: 224954 Revision: 0
Project: 145 FT RT TOWER Site: GRASS MESA- CO
Date and Time: 3/29/2018 9:55:20 AM Engineer: AS
Section F: POINT LOAD DATA
21-1,1cur0 AzImuth from N1,IJ,:0.40
POINT 2.0P.04
N. Dc.scrIptin
(it) ..
. .
1 BEACON AND LR 141,.04, 0.00
2 C'ARRI7R 144.0C 1.00
40% .1..4..00 .0
()'16 DISH 1.74,04
5 40% DISH 130.0C) ?,.011
6 (I) C.2,--FMRX, Y0'31, LEG 40JNT12`J.007118,11.00
"7 404, 125.00 3.00 0.0
4 ,',1) SIPA FMC Cl, 2E2: 4M017...11E1810..8,0D 3.00
9 40% 180.00 7.0r, 31.").0
10 14) 117NEL.41, (1) 7,7,C,TC,4 1 ,17,1"8.7.00T. C.44 i 12CHO
li 40', .125.40 4.10
STRA FMC -01, LEG 110..112T711.4.00D 4.00
401i, 10.00 4.1)G 90.2) 120.0
14 40% DISH 100.01) 4.75 280.,.... 221D.0
11 (4) 77.0171.4, 11) SECTC)R :"1u '0' 7.24 12C.2 220.01
11, 111, 11)0.50 8.2C 12(.22,
1' (1) SI7A FMC -C81, 112EG-1/U1.12487(2.01.2"...
117 404. 90.072 5.00 355.D 0.0
1' 19% f -15.62H PC! .(PD r0.120 i 90.0! 1...,.0
20 40% D11:41 50.00 r.40 981.0 111.21'.0
1 407 611B ,j.0(.) .).!.',0 2'.-)e.::., .82..1).0
22 401. LI0E 10.0C 8.00 99.9
2% 10% D669,0 0(2, 8.60 ./12.,.0
24 tr.)4, T.21.59 70.00 9.7:0
2.'", 409 DI99 30.G0 ''d l 90.() 120.0
26 01 Das,...i 30.00 9.39
Dscr2tic,n
2 (8,42.1f4
ili /".66F9P-9X )66.5.12, L7G-M28NT4...82170 ,.u.": i c 81
412'6 i.71 t.71 0.J1
1, -,8 70, , ,-: . 6210
10 150 PTNT1.6. ,H 6E051110 065,-,,1 36 90.
46,6 7
12 .1) 5:P/ P!,„. 55, LC.6 60.0590i- '. 'c0 3.94
107 1.,.15 ].44
14 401, 2.4H 1.117 0.12
17 (5) 1AN224, (1) 4E72012 FR01.127„02.
10 40% 11.20 1 0.1
11 C..,) STRA FM71-01, 27C M074 277.4,'17 8.64
18 '107 -.1,4/
147 4.77 0.12
2G 4(0,'., D.104 0.112
21 140 777HC
88 ,10% :81,211 '1'-1' Y...117'.2.2.
28 101 50,',27 7.12 / 5,3
77.
167 171 7/1 1 5 ' 0.0J.., C 6
1101 490 01090.6' 1 0.C:-.
! .
Page F 1
TowerSoft
ENGINEERING SOFTWARE
TSTower - v 5.6.0 Tower Analysis Program
(c) 1997-2015 TowerSoft www.TSTower.com
File: W:\Jobs\2018\224954\224354.out
Contract: 224954
Project: 145 FT RT TOWER
Date and Time: 3/29/2018 9:55:20 AM
Licensed to: ROHN Products LLC
Peoria, IL
Revision: 0
Site: GRASS MESA- CO
Engineer: AS
Section H: STRUCTURE DISPLACEMENT DATA
Load Combination 5I19 - Servdeabthcy
Node Elev. Vet:
(ft.) (aid 52
145.0 5.6 4. 4
.4- 0.70
4
6C 140.0 5.2 5.6 52.1 0, i 0.42 (,,, 05
57 135.0 4.8 5.1 O.', 0.4i
0.1C 0.-1)8
51 130.0 4 ..1 1.; , 0. -'.
51 125.0 4.0 1.3 7.1 0. o• 0.4F, 00'' '''
.0'
13 120.0 3.6 3.9 0.9 0. -)4 0,3E,
.33 0.07
4% 115 "1 G. .0 3.3 0.0 0 0
,41 0.06
42 110.0 2.9 3.1 0.0 0.26 0.3C, -0.03
79 103.3 2.5 2.7 0.0 0.36 0.275.
36 96.7 2.2 2.3 0.0 0.06
0,0 .)..?:-.%.,
33 90.0 a.c.., 2.0 0.-,-1
-(f2()
79 83.3 1.6 1.7 0.0 0.)4 0.21 ):;:1
27 76.7 1.3 1.1 0.0 0.14(. "2.04•
.71 70.0 1.1 1.2 0.0 0.1; 0)):'7 11 t;0.01
60.0 0.8 0.8 0.0 0. 1 0.2
13 50.0 0.5 0.6 0.0 0.05 0.10
-3.C.
33 40.0 0.3 0.1 0.0 0.47 0.07 0.01
30.0 0.2 0.2 0.0 0."40.05 .
-0.0
920.0 0.1 0.1 0.0 0.0))
° 0.00
,,, 10.0 0.C. 0.0 0.0 :-J(J.1
0.0 0.0 0.0 0.0 0.173 0,00
,0.00
Page H 1
RIAO ENGINEERING SOFTWARE
TSTower - v 5.6,0 Tower Analysis Program
(c) 1997-2015 TowerSoft www.TSTower.com
TowerSoft
File: W:\Jobs\2018\224954\224954.out
Contract: 224954
Project: 145 FT RT TOWER
Date and Time: 3/29/2018 9.55:20 AM
Section J: ANTENNA DISPLACEMENT DATA
1.1
J3C.00 6..r;
100,0e
50.00 0.5
45,20
15.00
0.2
0,2
30.50 0.0
Page 3 1
Cl..01"nin
Licensed to: ROHN Products LLC
Peoria, IL
Revision: 0
Site: GRASS MESA- CO
Engineer: AS
III
III. ENGINEERING SOFTWARE
TSTower - v 5.6.0 Tower Analysis Program
(c) 1997-2015 TowerSoft www.TSTower.com
File: W:\Jobs\2018\224954\224954.out
Contract: 224954
Project: 145 FT RT TOWER
Date and Time: 3/29/2018 9:55:20 AM
TowerSoft
Section L: STRENGTH ASSESSMENT SORTED DATA
Load Combination Max 6r1211ope
Wind Direction Mr.II"Fum
Sec Pci Elev. P4)6yp
(ft)
Lcn 21/2. ,0cv. (7272.
cap.
it) )Fps) (0111,1)
Licensed to: ROHN Products LLC
Peoria, IL
Revision: 0
Site: GRASS MESA- CO
Engineer: AS
140.00 PIPL a.500x0.216 5.00 51.7 82 1011.4
1. . ,
. .
'
2 135.00 Leg PIPE 7)600x0.716 5.00 51.7 F2.5 00 4 . .
•
1 130.00 Leg PTPE 3)500x0.218 5.00 51.7 62.5 160.1
6 4 125.00 Leo PIPE 3)500x0.216 5.01 5.1.8100.4
6 120.00 1.2755! PIPF 2500x0.216 5.01 51.5 62.5 108.1
6 2 115.0C L/25 8186 7.500x0.216, 5.01 51.8 82.5 100.4
.
0 1 110.00 )271/6, 3.500x6.216 5.01 51.6 82.5 100 4
5 3 103.33 Leg PI1,,11 ,"1.'1,•00xU,1,117 6.66 53.1 116.1 142.6
2 96.671,c..2) FIFE 4.500x0.223 6.68 53.1 116.1 112.6
5 1 40.00 1.c.7 FIEF 1.500;80.732 6.68 53.1 116.1 142.6
4 3 83.33 17c 171)8Ei 5.567x0,258 6.68 42.6 164.4 143.5 _ ..
,. .
, . .
4 a 76.67 1.7.7). 15168 5.563x0,252 6.68 42.6 165,4
4 1 70.00 Lag 21162. 5.563x0)258 6.68 42.6 169.4 193.5
3 2 60.00 leg PIFE 5.563x0.375 10.02 69.3 201.2 275.0
3
5/.00 160 7 U.563x0.315 10.02 66.2 261.2 275.0 16,1. i• -u,''
)7
2 2 40.00 Ecg 11117 6 . 62 ':.,x(1 . 1,1D 10.02 54,0 244.0 302.1 .2
2 1 70.00 616E 6.625x0.540 10.02 54.0 244.0 302.1
1 3 21.00 Leg 171PE 8.625x4_725 10.07 41.2 3E6.3 177.4
1 2 10.00 P7827, 8.685x0. ))),), 10.03 41.2 32)6.3 477.1
1 0.60 Lco 811/7) 6.623x0.275 10.03 41.2 396.3 437.4 :,.'1,.1
11 146.00 Dla))) Ll 3/421 2/Ix/8 6.93 IC6.6 0 6.8
7 2 135.00 Li 3/4x1 3/4x1/8 6.93 106.6 8.2 6.1 1.1 . .
• .•
7 i 130.00 11,1aq Li 3/1x1 3/4x1/8 6.93 11)..6 3.2 6.6 5. 5.1 0.75
6 I 125.00 Diac, Ll 2/1x1 2/4x1/8 7.11 1....3 7.i 1.5
6 120.00 014g Li 7/4x1 2/4x1/6 7.49 118.5 6.8 6.2 . .
•.
5 a .6 11,16x2 1,333.. 6. '''1(:)
96 7 g L2 1/2 /2x3/16 10 4 1 1 9 1 2 i
6 2 115.00 uliJg 1,1 7 4.2
.37
/1 3/4x1/8 7.88 171.2 6.1 6.8 6.0 , .._••
• .•
6 1 110.00 Dlag Ll 324x1 7/ Ix 1 /8 9.29 17, ... 8, 5.1 6.8 ).i.8
5 3 103.33 D2881 L2 1/2x2 1/2x3/15 9.82 11 ...(1 9.7 `..,
5
I 90.00 D1.67,
83.33 Dlay L2 142x2 1/2x3/16 11.43 131.0 9.4
L9 1/2x2 1/2x3/16 10.8P 125.7 97
7) 8.1
6.9
°
2 76.67 Diaq L2 1/2x2 1/2) 0:7:(1/15 11.97 .1 76.6 9.7 •
4 3 70.00 28143D L2 122x2 142x3/16 12.59 11-ce 9.1 1,2 .4 C.78 /
3 2 60.00 F1).g
1.1x9x3416 15.21 112.3 11.9 14.7 E.! 11-1 0.79
4 50.00 L3x3x3116 16.01 15n.7 :'). 11 2.,•
2 2 0.00 Dia0 L3x3x1/) 3.85 161.5 12.0 10 i '..; 9
C99
1 30.00 67120 13x3x1/4 17.72 ' 71 . C.7, 10.e .15.2
lo. , .io.::.,11.67
3 20.00 )111a.8) 1)3 1/203 1/2x1/4 18.73 :66.5 15.2 15.2
13 . -", 1
1 2 10.00 F,1a,19
,, L3 142x3 1/2x1/4 .97 .11. 1 1
1.1 13.7 11., ',.
11.23
1 1 0.00 Elag L3 1/2x3 1/2x1/1 21.03 l".0 12.2 9..2
11.2 9.! 9.2 0.20
7 3 140.00 50112 11 1/291 122x1/16 L2 6.27
6 t 12'5.00 Heri9 LI 1/2x1 1229.3/10 1.1P. 11..r.1, 4.:....
Page L 1
1111 ENGINEERING SOFTWARE
TSTower - v 5.6.0 Tower Analysis Program
(c) 1997-2015 TowerSoft www.TSTower.com
File: W:\Jobs\2018\224954\224954.0ut
Contract: 224954
Project: 145 FT RT TOWER
Date and Time: 3/29/2018 9:55:20 AM
TowerSoft
Section M: SECTION PROPERTIES DATA
Mem19.
.1 //7:/
Ee.re, Holt 122
lyee 0238(s ::71.2 Th.
70) (1h)
Licensed to: ROHN Products LLC
Peoria, IL
Revision: 0
Site: GRASS MESA- CO
Engineer: AS
Leg AS00 qs.CS 702455,8A 4 0.257 A525,31. , / 5 11/A :..1.-/ >-.. 121. 'T
7 2 Diaq A529 gr.50 Belted 0.01 13552. 1 . , 1. 7 . 2 51:: 1,50.0 1. 12.1 9.753 7 5 C.8
Hri..2 A529 qr.56 ». r,2 0,502 li.2.;'2X 1.2'0 0.25A. 172 3 8 3 16.0 9.22', 11
7 2 Leg 1 0. Aa2AX 1.12e 15A 1,1.1 '52 100.1 121.7T
7 2 :21a77 A529 qr.50 82'.11.H,ci 1 0.Y77 60252.. 0.20 120.0 8 ,1 4 2./22
Leg A500 qt.CS Ter..03. 4 0.751 Aa2521. 1..20 4/ 1 .2I N/A N.'A
:Nag A2,29 2r.200 401Led 1 0.000 A52.,X 1 2 0,250 IC6.0 6 0.27 2.0 0.6
0 1 Lec A509 gr0C0 125.80323er 5 0.' A11,25Y, 1. ,L1 42A 7 8 6.2 3.
6 4 212aq A529 gr,00 11001A00.1 0.'A-, A325Y, 2.2 ,0 0,25e - ..3 7.4 0 '
00012 1529 7i.002 B5.1t,251 1 0.505, 01,252'. 1.2 9 0 :7 .2 4.0
0 'A1620 gl.C1.1, Te550 A 7. a.075 A1.325x N/A 51 8 02.5
9 3 Leg
221aN A529 qt.na 13ed 5,1t 1 oc,
.r:.:-:- A.225X 1,2 ,(. 0.2593.0 7'? ... -)I ..1/!;:i 0-1.
6 2 Leg ALCO 2,A,..0'11 1,53.86101. 0.676 A225X 1.1 Al 4/77, . 00A
6 2 19.1,9q A51.1 gr.50 B511,533 :1 0 ;,.2.'2
0.06.0 A225X 1,2 .0 0.25( .6..2 6.1
4 1 Lee, AS/21 9r.C.2:. .-.1-4, 6.675 4). 2'. N/A ' 8 1-2 ../A
1 5.222q A52;...47-00 11.32.teA 1 C.0.00 A7.2'....Y. 1.: H' 0.2.!:,7
Leg,
A1290 o',0521 Tenr.Lion : e,A,
1.000 1.:.2 N/A 53.1 110
8' A099 gr,00 kolred 1 3.000 A12524 1.2.0 0.260 111.0 13
.....
00
Leg A500 gr.,521 19,3556i(2n E 1.000 A321.Y. 1.2.0 NiA :,-...,?.-d 11( ,
2N.ag A5L9 33.0.50 4)1Aq77 1. 1.23° 0.250 1.2.1 14.3 1.2
Acq1
13."011!)
NIA 53.1 116.. N6A
5 Diaq A.526 qr .20 i1.:710.C'c1 10.250 '.,,.7..7 1: ! 11
(2.500
1.,aq 1.000 1.1'3 N/A 12.6 1,19. 1 NIA
1.12.J52(..'..:3 A529 42.06 1210h.(221 _I 0.500 11,3215/ 0.259 131.0 11.6
A5CC 83, .0.6 1,..'f, , 1608 13.20 11.2 1, (
Diaq 1..000 A9952 1.255 61/A 42.6 .19.1 :..71.,.771- 42A
I A520 (4;2.50 e15.,..6,1 ] 0.500
2 1.1. .1 2.2120 :20.0 1 .7 .7--: 11.7 1 (
1 1 Leg A51912 gr.(502 22 87/ E. 1.090 1 NIA 12.0 1EL. 1 2215.6T N/A N i
4 1 1.11aq A529 qr.60 8< .1 1 0.560 A.625)11 12.200 :46.6 9.7 9.7e6 11.7 12.2
2 LA82 A1902 1r.123, 02AL15.-.0.8 0 1.060 A121212X .1.2.09 N/0 55.2 261 2
Alag 3529 q2.50 P(311.031 1 0.625 36285X 1.2200 9.250 ,013..3 111.2
1 1.25g 1.000 '2 2' 1.220 N/A 05.11 2C1 2 5 2.1A N/A
3 1 19Laq 0.6.25 A320X 1.500 0,271 '4`.:4.,.7 1L..0
A529 433.1,0 11192,N,(51 !131.7 17.5
/ 2 Leg 1.00(0 A321301 1.1 '5 NiA 04.0 241 . . . 1 N/A N/A
882,71 A529 03.112A 11133130d , 0.626 0.253 23.2
,e, 2- N/A N/A
2 AL90 gr.00 19.05,. 0, 3 1.500 0/:
1 ,-1::122:1.20
AS29 gr.50 B22,' - 0.625 0.211,0 173.0 10.0 1 19.5 23.2
e0111, qt.02.9 '12-n-,:,:, L 1.5(.0 A9252. N/A390EA '2 N2A N/A
629 q.3.06 .13Cte3.1 1 0.625 A -220X 61.2 .2
0.20 156.5 15.6 7,7 .'....'
y,,Iyi 9i.cs Teneic: . 5.506,3 4325X N/A 111.2 686.3 137.1 15.20 19.5 27.0
N/A
,..)r."-(; P.2,,! 0.1.:.24) A2:2-2-2/. 1 . 2i2 0.250 160.7 7-3.7 54.0 27.9
1, 3 8500 ,J2.(727, T' -'11f, i,t, : 1.5oe ,-,,,:,2,,X N/A 81.2 8940.3 N/A
'
p, 0.025 A32522 0.23.2.3 177.0 50.2 61.80; .9.5 27.9
,
Page M 1
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ENGINEERING SOFTWARE
TSTower - v 5.6.0 Tower Analysis Program
(c) 1997-2015 TowerSoft www.TSTower.com
File: W:\Jobs\2018\224954\224954
224954
Project: 145 FT RT TOWER
Date and Time: 3/29/2018 9:55:20 AM
Section N: LEG REACTION DATA
Lo6d Combindt_ion Max Env_c/F.,
Wind Dirc.cT:Ion M‘Lx 1 MUM
Fc-rce Fcrce "
(Kips)
F, 7,4i E, .
Page N 1
DwowAsoolowle.
Licensed to: ROHN Products LLC
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Revision: 0
Site: GRASS MESA- CO
Engineer: AS
OTowerSoft
ENGINEERING SOFTWARE
TSTower - v 5.6.0 Tower Analysis Program
(c) 1997-2015 TowerSoft www.TSTower.com
File: W:\Jobs\2018\224954224954.out
Contract: 224954
Project: 145 FT RT TOWER
Date and Time: 3/29/2018 9:55:20 AM
Section O: TOWER FOUNDATION DATA
i_oac Coolba0,», Ma:‹ Env
WInd MJx.,raaa,
Axial
Load Load -X.
(Kaps)
, )
)101ft ) 't
Page 0 1
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Site: GRASS MESA- CO
Engineer: AS
Customer: MOUNTAIN RADIO SYSTEMS
Project: 145 FT RT TOWER
Site: GRASS MESA- CO
Eng. File: 224954
Build Code: ANSI/T1A-222-G-2005
Design Parameters
Mat Foundation
Products
ver.2.2.9
Foundation
Load
3
Case
Descri'tion
1
2
4
5
Service
Total Moment, ft -kips
4,568.94
4,571.17
N/A
466.28
462.55
1,608,36
Total Shear, kips
56.74
56.74
Friction Angle, 4), deg.
4.36
4.36
20.07
Total Tower Wt, kips
36.39
27.29
None
36.39
27.29
30.32
\i... Uplift. kip,.
254.62
257.52
15.60
18.50
84.36
Shear, kips
32.18
32.45
1.75
2.01
10.88
Max Download, kips
287.42
284.52
40.22
36.97
107.02
Shear
35.77
35.50
3.89
3.61
13.15
Soil L.F.
1.20
0.90
1.20
0.90
1.00
Concrete L.F.
1.20
0.90
1.20 .,
0.90 /
1.00
Foundation
Ht. AGL. ft
0.50
Depth, ft.
6.00
Tower
13.00
Face Width, ft
, 19.16
Offset, in
. 36.00
Soil
N/A
Blow Count
N/A
lnplace Unit Wt, pcf
110.00
Submerged Unit Wt, pcf
60.00
Friction Angle, 4), deg.
30.00
Cohesion, ksf
N/A
Uplift Angle, deg.
30.00
Water Depth, ft
None
Ult Bearing Capacity, ksf ,
, 5.00
Results
41 MN - Parallel Axis
4) MN - Diagonal Axis
Moment - Interaction Ratio
VN - Lateral Load
Lateral Load - Interaction Ratio
Mat
Thickness, ft
1.75
Width, ft
26.00
EA, in
13.00
Batter, in/ft
0.00
Anchor Bolts
Diameter, in
1.5000
No.
6
Length, in
74.00
Bolt Circle, in
20.00
Projection, in
6.00
Concrete
28 Day Strength, ksi
' 4.50
Dry Unit Wt, pcf
150.00
Wet Unit Wt, pcf
88.00
Pier
Height, ft
4.75
Diameter, ft
3.50
No. Piers
3
Shape
Round
Pocket
Diameter, in
N/A
Thickness, ft
N/A
Rebar Fy
Vertical, ksi
60.00
Circular, ksi
60.00
Horizontal, ksi
60.00
5,329.54 ft -kips
5,456.28 ft -kips
0.946
125.42 kips
0.452
Final Mat Dimension : 26.00 x 26.00 x 1.75 ft. thick w/ (3) 3.50 ft. Dia. Piers
Final Pocket Dimension : Pockets not required
Total Volume of Concrete : 48.9 yd3
Designed By: AS
Dale: 29 Mar,18 @ 10:04 AM
Checked By:
Date:
rfr /// Pagel
Customer:
Project:
Site:
Engr File:
Build Code:
MOUNTAIN RADIO SYSTEMS
145 FT RT TOWER
GRASS MESA- CO
224954
ANSI/TIA-222-G-2005
Mat Foundation
OTM Capacity
Controlling Load Case: 2 [Wind w/Min. Dead Load]
Foundation Width = 26.00 ft
Mu = 5,043.1 ft -kips
CMN, ft -kips 1 x, ft
N
Parallel
5,329.5 1 5.115
Diagonal 5.456.3 11.532
0.197
5.00
0.314
5.00
4MN= 5,329.54 ft -kips IRatio = 0.946
AVN = 125.42 kips IRatio = 0.452
Mat Design
y,,=121.67pcf
Exterior
Slab
x, ft
Parallel 6.174
Diagonal 12.707
N
0.237
tSR, ksf
3.10
0.346
3.08
Ps
ki Es_
20.95
20.95
Interior
Slab
Moment, ft-kips/ft
DownLoad
Side
14.59
Uplift
Side
46.86
Products
ver.2.2.9
Moment, ft-kips/ft
Shear, kips/ft
Psu
kips
0.00
0.00
DownLoad Uplift
Side Side
12.42
Download
Side
3.64
6.72
Download Uplift
Side Side
7.79
3.51
56.15
25.36
15.41
6.93
Shear. ki ' s/ft
Uplift
L Side
6.43
Soil Pressure
Termination
4.59
Punching
Shear
Download
Interior
15.08
Uplift
Description
2 -Way Shear
Interior
Edge
Corner
Edge
14.38
Corner
11.66
b,„ ft
17.74
15.71
12.32
Vsu, psi
100.00
120.53
228.08
163.36
103.23
114.39
151.48
4Vc, psi
228.08
228.08
228.08
228.08
228.08
IR
0.44
0.53
0.72
0.45
0.50
0.66
M,,,, ft -kips
101.9
92.5
7.4
12.5
Moment transfer to
slab
Be, ft
7.8
M,,, ft-kips/ft
13.1
Edge Distances: a = 4.94 ft. b = 3.42 ft. c = 4.47 ft.
Summary
Max.
Value
Utilization
Slab Moment, ft-ki s/ft 56.15
Slab Shear, ki s/ft 15.41
PunchinShear, 'si 163.36
4.13
Soil Bearing Required, aim, ksf
0.998
0.704 '
0.716
0.827
Mat Reinforcement
Min. Steel Area (Strength)
Min. Steel Area (Temperature)
Steel Strain Actual
.647 in'/ft.
.227 int/ft.
0.020
Minimum Steel Strain Required
0.005
28 - #7 Horizontal bars equally spaced @11.33 in., each way, top and bottom, total of 112, A, = 0.648 int/ft
Designed By: AS
Date 29 Mar,18 @ 10:04 AM
Checked By:
Date.
Page ii
Customer: MOUNTAIN RADIO SYSTEMS
Project: 145 FT RT TOWER
Site: GRASS MESA- CO
Engr. File: 224954
Build Code: ANSI/T1A-222-G-2005
IVlat Foundation
Pier Design
Controlling Load Case: 2 [Wind w/Min. Dead Load]
C = 284.52 kips
T = 257.52 kips
Fy = 60.00 ksi
H =42.00 in.
U = 1.00
Vc = 35.50 kips Mc = 168.63 ft -kips
Vt = 32.45 kips Mt = 154.14 ft -kips
Fyt = 60.00 ksi L.F. = 1.00
Ds = 33.00 in. ' F'c = 4.50 ksi
lrs = Round
*** NOTE: Pier cross section is Round ***
SUMMARY OF ANALYSIS
Minimum area of steel required = 9.170 in2 (Rhomin = 0.0066)
Area of steel provided. = 9.425 in2 ✓ (Rhoactual = 0.0068)
Maximum steel area limit = 110.836 in2 (Rhomax = 0.0800)
(12) #8 Vertical Bars equally spaced w/ #4 Circular Ties @ 6" on center.
CIRCULAR TIE DATA
Vu < 0.85*Vc/2, shear reinforcement is not required
Use maximum tie spacing specified in ACI 318,
Section 7.10.5 for compression reinforcement.
Products
DEVELOPMENT LENGTH MODIFIERS FOR BAR DEVELOPMENT
Modifier for tension development = 1.000
Modifier for compression development = 0.143
REQUIRED Ld = MODIFIER * BASIC Ld * ACI 318 MODIFIERS, (12 in. min.)
Designed By: AS
Date: 29 Mar. 18 (iu I(1:0.1 AM
Checked By:
Date:
/h
ver.2.2.9
Page in
Patrick Waller
From: Orrin Moon <Orrin.Moon@Crfr.us>
Sent: Friday, December 1, 2017 2:13 PM
To: Patrick Waller
Cc: David Hatch; Anna Smith; Matt Provost
Subject: RE: Garfield County Community Development - Referral Request
Patrick:
I want to follow up with you on the Hatch Telecommunications Tower address issue. We have decided to flag each
address on the private road in the Communications Computer Aided Dispatch System (CAD), which will give us directions
to each property from CR 319. This will allow us to receive the directions on our Mobile Data Terminal (MDT) or via
mobile radio from the dispatch center, which will aid us to find the address. Dave Hatch as also agreed to post a sign on
the private road entrance off of Grass Mesa Road that will show all the addresses on that road. Matt Provost with the
Garfield County Building Department is in the process of assigning an address for the Radio Tower that will be sequential
with the other addresses on that road. I believe this will solve the unique emergency response issues with this area until
a better solution is found.
Please feel free to contact me with any questions or concerns. I will be on my cellular phone the rest of the day, 970-
379-2932.
THANK YOU,
ORRIN D. MOON
PREVENTION DIVISION CHIEF/FIRE MARSHAL
COLORADO RIVER FIRE RESCUE
970-625-1243
orrin.moon@crfr.us
1
From: Patrick Waller [mailto:pwaller@garfield-county.com]
Sent: Monday, October 16, 2017 3:23 PM
To: Kelly Cave; Morgan Hill; Wyatt Keesbery; Brian Condie; Steve Anthony; scott.hoyer@state.co.us; Taylor Elm - DNR;
msenor@blm.gov; nlindquist@rifleco.org; Chris Hale; Orrin Moon; klammey@elkpeaks.com;
tillmon.mcschooler@xcelenergy.com; fred.eggleston@xcelenergy.com; kelly.mcbartlett@xcelenergy.com
Subject: Garfield County Community Development - Referral Request
Good Afternoon,
Garfield County Community Development is requesting referral comments for an application submitted by David and
Roslyn Hatch for a Land Use Change Permit to allow for a Telecommunication Facility use. The proposed development
includes a 160 foot tall self-supporting telecommunication tower with supporting infrastructure and an accessory
structure. The total disturbance footprint of the project is approximately 2,000 square feet. The property is located
south of the Rifle airport and is zoned rural.
The link to the application is available here and the referral request form is attached to this email
Garfield County Community Development is requesting any responses to referral comments by Monday, November 6,
2017.
Thanks for your help and please contact me with any questions,
Patrick Waller
Senior Planner
Garfield County
Community Development Department
108 8th Street, Suite 401
Glenwood Springs, CO 81601
(970) 945-1377 ext. 1580
pwaller@garfield-county.com
http://www.garfield-county.com/community-development/
2
Patrick Waller
From: Chris Hale <chris@mountaincross-eng.com>
Sent: Wednesday, April 25, 2018 11:36 AM
To: Patrick Waller
Subject: RE: Sealed Drawings
Patrick:
I reviewed the structural calculations provided for the below subject Grass Mesa Tower. The engineer that prepared the
drawings and the calculations did account for wind and gravitational forces in the design of the tower and the
foundation.
However, no verification of his assumptions or calculations was performed as part of my review.
Thank you. Call or email any questions or comments.
Sincerely,
Mountain Cross
Engineering, Inc.
Chris Hale, P.E.
826 1/2 Grand Avenue
Glenwood Springs, CO 81601
Ph: 970.945.5544
Fx: 970.945.5558
From: Anna Smith [mailto:asmith@hrlcomp.com]
Sent: Friday, April 06, 2018 1:37 PM
To: Chris Hale <chris@mountaincross-eng.com>
Cc: Patrick Waller <pwaller@garfield-county.com>; 'Vala Berry' <vala@gjradio.com>
Subject: FW: Sealed Drawings
Hi Chris,
am forwarding on to you another pdf of sealed plans for the Grass Mesa Tower on the Hatch property in Rifle. I haven't
reviewed these plans to compare them to what I had previously sent you but I'm hoping, between my 2 emails, you now
have everything to review and approve the engineering of the tower.
If you can confirm receipt of this information I would greatly appreciate it. Also, please feel free to contact me with any
questions.
Anna
Anna Smith I Environmental Program Manager
HRL Compliance Solutions, Inc.
2385 F 1/2 Road l Grand Junction, CO 81505
main 970.243.3271 Ex.417 1 mobile 970.623.1242
Web vCard l Map l ❑ ❑
HRL
COMPLIANCE
SOLUTIONS
t
Confidentiality Note: This email and any attachments are confidential and only for the use as authorized by HRL Compliance Solutions, Inc. If you
receive this message in error or are not the intended recipient, you should not retain, distribute, disclose or use any of this information.
Permanently delete the e-mail and any attachments or copies.
2
Patrick Waller
From: Chris Hale <chris@mountaincross-eng.com>
Sent: Wednesday, April 25, 2018 11:36 AM
To: Patrick Waller
Subject: RE: Sealed Drawings
Patrick:
I reviewed the structural calculations provided for the below subject Grass Mesa Tower. The engineer that prepared the
drawings and the calculations did account for wind and gravitational forces in the design of the tower and the
foundation.
However, no verification of his assumptions or calculations was performed as part of my review.
Thank you. Call or email any questions or comments.
Sincerely,
Mountain Cross
Engineering, Inc.
Chris Hale, P.E.
826 1/2 Grand Avenue
Glenwood Springs, CO 81601
Ph: 970.945.5544
Fx: 970.945.5558
From: Anna Smith [mailto:asmith@hrlcomp.com]
Sent: Friday, April 06, 2018 1:37 PM
To: Chris Hale <chris@mountaincross-eng.com>
Cc: Patrick Waller <pwaller@garfield-county.com>; 'Vala Berry' <vala@gjradio.com>
Subject: FW: Sealed Drawings
Hi Chris,
I am forwarding on to you another pdf of sealed plans for the Grass Mesa Tower on the Hatch property in Rifle. I haven't
reviewed these plans to compare them to what I had previously sent you but I'm hoping, between my 2 emails, you now
have everything to review and approve the engineering of the tower.
If you can confirm receipt of this information I would greatly appreciate it. Also, please feel free to contact me with any
questions.
Anna
Anna Smith I Environmental Program Manager
HRL Compliance Solutions, Inc.
2385 F 1/2 Road I Grand Junction, CO 81505
main 970.243.3271 Ex.417 I mobile 970.623.1242
Map 1 ❑ 1 ❑
HRin,L
COMPLIANCE
SOLUTIONS
Web vCard
Confidentiality Note: This email and any attachments are confidential and only for the use as authorized by HRL Compliance Solutions, Inc. If you
receive this message in error or are not the intended recipient, you should not retain, distribute, disclose or use any of this information.
Permanently delete the e-mail and any attachments or copies.
2
111114.E IJCIAL41L' PE lin IV 10lis tP f11'�MM %UR,.II
Reception#: 896788
08!3012017 02:14:23 PM Jean Rlberico
1 of 2 Rec Fee:$18.00 Doc Fee 0.00 GARFIELD COUNTY CO
SURFACE FACILITY GRANT
FOR AND IN CONSIDERATION of the sum of $1250.00 each month and other good
and valuable consideration, this 31st of March, 2017, David Hatch and Roslyn R.
Hatch, 1885 County Road 319, Rifle, Colorado 81650, "GRANTORS," hereby
grant unto MBC Grand Broadcasting Inc, 1360 E. Sherwood Dr, Grand Junction,
Colorado 81501, "GRANTEE," its successors and assigns, a surface facility grant
located upon the following tract of land in Garfield County, Colorado to -wit:
39.30.42 N 107.44.56 W
Township 6 South, Range 93 West, 6th P.M.
Section 23 N W/4SW/4
Grantee shall have the right to erect and install, maintain, inspect, replace, operate,
and remove one Radio Tower upon the above described lands at a location agreed to
by GRANTORS and GRANTEE, with the full right of ingress and egress to and from
Radio Tower Site (Site).
IT IS MUTALLY UNDERSTOOD AND AGREED BETWEEN THE PARTIES AS
FOLLOWS:
1. Payment due date will be the first of every month. It will commence on the
first month construction begins.
2. The term of this agreement shall be for 25 years from the above written date
and shall renew for an additional 25 years unless cancelled by either party
180 days prior to expiration.
3. Grantee agrees to indemnify and hold Grantors harmless for any damages
caused by Grantee's operations on the premises.
4. Upon the termination of this Grant, Grantee shall remove all structures and
equipment placed upon the premises and restore the surface to a condition
as nearly as possible as existed prior to the Grantee's disturbances thereto.
This agreement shall be binding upon the parties hereto, then heirs, successors and
assigns.
11111 10. Pe 14:1341.0.1114, 1111
Reception#: 896788
08/30/2017 02:14:23 PM Jean Alberico
2 of 2 Pec Fee:$18.00 Doc Fee:0.00 GARFIELD COUNTY CO
SURFACE FACILITY GRANT
David Hatch, GRANTOR
Roslyn R. Hatch. GRANTOR
MBC Grand Broadcasting, Inc, GRANTEE
Page two
IN WITNESS WHEREOF, Grantors have executed this agreement the day and year
first written above
GRANTORS:
David Hatch
Roslyn R. Hatch
STATE OF COLORADO )
COUNTY OF GARFIELD )
ss.
The foregoing instrument was acknowledged before me this LA of
2017, by David Hatch and Roslyn R. Hatch,
IN WITNESS WHEREOF, I have hereunto set my hand and affirmed my notarial seal
the day and year above written.
My Commission Expires 3 I 1 1 Notary Public
KIYVON MARIE NYE
ND1 Af.ZY PLieitiC
S. TATE OF COLORAGO
;I.")
2-.21
November 30, 2017
Anna Smith
Permitting Program Manager
HRL Compliance Solutions, Inc.
2385 F Y2 Road
Grand Junction, CO 81 505
3799 HIGHWAY 82 • P.O. BOX 2150
GLENWOOD SPRINGS, COLORADO 81602
(970) 945-5491 • FAX (970) 945-4081
RE: Hatch Property
Dear Ms. Smith
The above mentioned development is within the certified service area of Holy Cross Energy.
Holy Cross Energy has adequate power supply to provide electric power to the development, subject to tariffs,
rules and regulations on file. Any power line enlargements, relocations, and new extensions necessary to deliver
adequate power to and within the development will be undertaken by Holy Cross Energy upon completion of
appropriate contractual agreements and subject to necessary governmental approvals.
Please advise when you wish to proceed with the development of the electric system for this project.
(3LA (.6tizt
Phyllis Wittet
Engineering Department
970-945-5491
A Touchstone Energy Cooperative?
GOLUBA & GOLUBA P.C.
ATTORNEYS AT LAW
823 COOPER AVENUE.
P.O. BOX 931
GLEN WOOD SPRINGS, COLORADO 81602
TELEPHONE: (970) 945-9141
FAX (970) 945-9143
NEIL W. GOLUBA golubapc( omcast.net
June 26, 2018
Via email: pwaller@garfield-county.com
Patrick Waller
Garfield County Community Development
108 8th Street, Suite 401
Glenwood Springs, CO 81601
Re: Legal Access - 1885 County Road 319, Rifle, Colorado
Parcel No. 2177-233-00-253
Dear Mr. Waller:
lam representing David and Roslyn Hatch in connection with their Land Use Change Permit
for a telecommunication facility on their property described above (the "Property"). Pursuant to
Resolution No. 2018-05, issuance of the Land Use Change Permit was conditioned upon
demonstrating legal access to the Property.
The Property is accessed from County Road 319 over a portion of Grass Mesa Road together
with a right-of-way across property owned by the BLM. It is my understanding that Applicants
previously provided documentation evidencing the right-of-way permit across the BLM property,
leaving only that portion of Grass Mesa Road located on the property owned by SREI MAMM, LLC
in question.
The road in question has existed since the 1930s. Attached hereto is a copy of the Quitclaim
Deed, dated October 9, 1981, to the previous owners of the Property which includes the following
language: "Together with an easement or right-of-way thirty feet in width over and across the
existing roadway for access purposes from the County road to the above described property." The
road in question was and remains the only "existing roadway" from a county road to the Property
and has therefore served as access to the Property for at least 36 years.
At the very least, the Property has a prescriptive easement for access across the existing road
as it traverses the SREI property. A prescriptive easement is created through continuous, open and
adverse use for the statutory period of 18 years. Proper v. Greager, 827 P.2d 591, 595 (Colo. App.
1992). There is no question that use of the road to access the Property has been of a continuous and
open nature for over 18 years, which creates a presumption that such use has been adverse. Id.
Accordingly, the elements required to establish a prescriptive easement for access to the Property
have clearly been met with regard to the road in question.
The prescriptive easement across the SREI property coupled with the right-of-way across the
BLM property provide sufficient legal access to the Property.
Very truly yours,
NEIL W. GOLUBA