HomeMy WebLinkAboutResolution No. 2010-017
CITY OF THE COLONY, TEXAS
RESOLUTION NO. 2010- 01 7
A RESOLUTION OF THE CITY OF THE COLONY, TEXAS,
APPROVING A COMMUNICATION FACILITY LICENSE
AGREEMENT WITH T-MOBILE WEST CORPORATION FOR
INSTALLATION OF A COMMUNICATIONS FACILITY AT 4350
MEMORIAL DRIVE; AUTHORIZING THE CITY MANAGER TO
EXECUTE THE AGREEMENT; PROVIDING AN EFFECTIVE
DATE
WHEREAS, it is the desire of T-Mobile West Corporation to install a
communications facility at 4350 Memorial Drive in the City of The Colony, Texas; and,
WHEREAS, it is determined that approving the Communication Facility License
Agreement is hereby in the best interest of the City of The Colony.
NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF
THE CITY OF THE COLONY, TEXAS:
Section 1. That the City Council of the City of The Colony, Texas hereby
approves the Communication Facility License Agreement with T-Mobile West
Corporation for installation of a communications facility at 4350 Memorial Drive.
Section 2. That the City Manager is hereby authorized to execute the
Agreement.
Section 3. That this resolution shall take effect immediately from and after its
passage.
Section 4. That a copy of the Agreement is attached as Exhibit A.
PASSED AND APPROVED by the City Council of the City of The Colony,
Texas, this 16th day of February, 2010.
G -
J e McCourry, Mayor
//City of The Colony, Texas
ES r:
ristie Wilson, TRMC, City Secretary ; Y'..
3
P DAST
eff Moo ity Attorney'`
STATE OF TEXAS § COMMUNICATION
§ FACILITY LICENSE
COUNTY OF DENTON § AGREEMENT
THIS License Agreement ("Agreement") is entered into this day of 2K ,
2010, between T-Mobile West Corporation, a Delaware corporation ("Licensee"), and
the City of The Colony, Texas, a municipal corporation ("Licensor"), acting by and through their
authorized representatives.
For good and valuable consideration the receipt and sufficiency of which is hereby
acknowledged, the parties hereto agree as follows:
1. Premises. Licensor is the owner,of a parcel of land (the "Land") located in the City of
The Colony, County of Denton, State of Texas, 75056, and more particularly described in
Exhibit "A" attached hereto. Licensor hereby licenses to Licensee, and Licensee licenses from
Licensor, ground space under the TXU Transmission Tower 50/4, more particularly described in
Exhibit "A," and grants Licensee all licenses for access and utilities on, under and/or over the
Land necessary to operate L'icensee's communications facility, except that Licensee's utilities
cannot interfere with any existing facilities on, under and/or over the Land.
2. Use. The Land may be used by Licensee for any activity in connection with the
provision of telecommunications services. Licensor agrees to cooperate with Licensee in making
application for and obtaining all licenses, permits and any and all other necessary approvals, at
Licensee's expense, that may be required for Licensee's intended use of the Land.
3. _ Tests and Construction. Licensee shall have the right at any time following the last date
of execution of this Agreement by all parties to enter upon the Land for the purpose of making
appropriate engineering surveys, inspections, and other reasonably necessary tests. Prior to the
construction of Licensee's Facilities (herein defined), Licensee shall submit all plans and
specifications related to the placement of Licensee's Facilities on the Land to Licensor for
review and approval, which approval shall not be unreasonably denied, delayed or conditioned.
Upon Licensee's request, Licensor agrees to provide to Licensee copies of all plans,
specifications and surveys or site plans for the Land.
4. Term. The term of this Agreement shall be Five (5) years commencing on the earlier of
the start of construction of Licensee Facilities or twelve (12) months after full execution of this
Agreement by both parties ("Commencement Date"), and terminating on the fifth anniversary of
the Commencement Date (the "Term") unless otherwise terminated as provided herein. This
Agreement will automatically renew for three (3) additional five (5) year term(s) (e4- h five (5)
year term shall be defined as the "Extension Term"), upon the same terms and conditions unless
the Licensee notifies the Licensor in writing of Licensee's intention not to renew this Agreement
at least sixty (60) days prior to the expiration of the existing Term or Extension Term. It is
expressly understood that all rights granted to Licensee under this Agreement are irrevocable
until this Agreement expires or sooner terminates as provided herein.
Page 1 of 13 CITY OF THE COLONY, TEXAS
GROUND LICENSE AGREEMENT
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5. License Fees.
(a) Within fifteen (15) days of the Commencement Date and on the first day of each
month thereafter, Licensee shall pay to Licensor a license fee in the amount of One Thousand
Five Hundred Dollars ($1,500.00) per month ("License Fee"). The License Fee shall be payable
to Licensor at City of The Colony, 6800 Main St., The Colony, Texas 75056, Attn: Finance
Director.
(b) The License Fee shall be increased at the commencement of each Extension Term
by an amount equal to fifteen percent (15%) of the license fee in effect for the previous Term or
Extension Term.
6. Facilities; Utilities; Access.
(a) Licensee has the right to erect, maintain and operate on the Land communications
facilities, including without limitation utility lines, transmission lines, equipment shelter(s),
electronic equipment, transmitting and receiving antennas and supporting equipment and
structures thereto ("Licensee Facilities"), which facilities are depicted in the schematic or
diagrams shown on Exhibit "B" attached hereto and is, by this reference, incorporated herein as
if fully set out. In connection therewith, Licensee has the right to do all work necessary to
prepare, maintain and alter the Land for Licensee's business operations and to install
transmission lines connecting the antennas to the transmitters and receivers. Licensee further has
the right but not the obligation to add, modify and/or replace equipment in order to be in
compliance with any current or future federal, state or local mandated application, including, but
not limited to, emergency 911 communication services, at no additional cost to Licensee or
Licensor. Licensee has the right to install and operate transmission cables from the equipment
shelter or cabinet to the antennas, electric lines from the main feed to the equipment shelter or
cabinet and communication lines from the main entry point to the equipment shelter or cabinet.
Licensee has the right to modify, supplement, replace, upgrade, and/or expand the equipment at
any time during the term of this Agreement. All of Licensee's construction and installation work
shall be performed at Licensee's sole cost and expense and in a good and workmanlike manner.
Title to the Licensee Facilities shall be held by Licensee. All of Licensee Facilities shall remain
Licensee's personal property and are not fixtures. Licensee has the right to remove all Licensee
Facilities at its sole expense any time before, or within sixty (60) days after the expiration or
earlier termination of the Agreement; provided Licensee repairs any damage to the Land caused
by such removal. LICENSEE SHALL NOT DAMAGE, INJURE OR IMPAIR ANY
FACILITIES OR EQUIPMENT ON, UNDER OR OVER THE LAND IN THE ERECTION,
INSTALLATION, CONSTRUCTION OR MAINTENANCE OF LICENSEE'S FACILITIES
AND SHALL INDEMNIFY, HOLD HARMLESS AND DEFEND LICENSOR FROM ANY
AND ALL LOSS, DAMAGE OR INJURY CAUSED IN WHOLE OR IN PART BY
LICENSEE OR ITS AGENTS, REPRESENTATIVES OR EMPLOYEES IN THIS REGARD,
REGARDLESS OF ANY SOLE OR CONCURRENT NEGLIGENCE OF LICENSOR.
(b) Licensor waives any lien rights it may have concerning the Licensee Facilities, all
of which are deemed Licensee's personal property and not fixtures, and Licensee has the right to
Page 2 of 13 CITY OF THE COLONY, TEXAS
GROUND LICENSE AGREEMENT
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remove the same at any time without Licensor's consent, whether or not the same is deemed real
or personal property under applicable laws, and provided Licensee does not damage, injure or
impair any other facilities or equipment on, over, and/or under the Land.
(c) Licensee shall have the right to install utilities on, under and across the Land, at
Licensee's expense, and to improve the present utilities on the Land (including, but not limited
to, the installation of emergency power generators). Licensee agrees to obtain separate utility
service from any utility company that will provide service to the Land. Licensor agrees to sign
such documents or easements as may be required by said utility companies to provide such
service to the Land, including the grant to Licensee or to the servicing utility company, of an
easement in, over across or through the Land as may be reasonably required by such servicing
utility company to provide utility services as provided herein.
(d) Licensee, Licensee's employees, agents, subcontractors, lenders and invitees shall
have access without prior notice to Licensor twenty-four (24) hours a day, seven (7) days a week,
from the public right of way to the Land.
(e) Licensor shall maintain existing access roadways from the nearest public roadway
to the Land in a manner sufficient to allow pedestrian and vehicular access at all times under
normal weather conditions. Licensor shall be responsible for maintaining and repairing such
roadway, except for any damage caused by Licensee's use of such roadways.
7. Interference.
(a) Licensee shall operate the Licensee Facilities in a manner that will not cause
interference to Licensor and other licensees using the Land, provided such equipment is properly
installed and lawfully operated, and predates the installation of the Licensee Facilities. All
operations by Licensee shall be in compliance with all Federal Communications Commission
("FCC") requirements.
(b) The Licensor will not grant a License to any other party for the use of the Licensor's
Land without including in that License a provision stating that the parry's use will not in any way
adversely affect or interfere with the Licensee's use of the Land for telecommunication
services.Furthermore, the Licensee shall have the right to terminate this Agreement upon thirty (30)
days notice to the Licensor if another user of the Land causes significant interference with
Licensee's operations, and such interference is not corrected within thirty (30) days following the
notice. Licensee shall have the sole burden of, and be responsible for all costs associated with,
alleging and proving that another user of the Land is causing significant interference, or for
otherwise enforcing Licensee's rights under this Agreement.
8. Taxes. Licensee shall be responsible for and pay any lawful taxes directly attributable to the
Licensee Facilities or Licensee's use of the Land.
9. Condition of Site. Licensee accepts the Land as is, in its current condition, and the
Licensor makes no representations or warranties, and. hereby disclaims any and all such
representations or warranties, express or implied, of any kind or nature, with regard to the Land.
Page 3 of 13 CITY OF THE COLONY, TEXAS
GROUND LICENSE AGREEMENT
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Upon expiration, cancellation, or termination of this Agreement, the Licensee shall remove its
equipment, antenna systems and structures from the Land at Licensee's sole cost and expense.
However, upon vacation of this site, Licensee shall surrender the Land in substantially the same
condition as received, except for ordinary wear and tear, as reasonably determined by the Licensor.
If, as determined by the Licensor, the Land is not surrendered in reasonably satisfactory condition,
the Licensee shall be liable to the Licensor for an amount representing the actual cost to restore the
Land to substantially the same condition as received. Should Licensee fail to remove the equipment,
antenna systems and structures, Licensor may, upon thirty (30) days' notice by Licensor to
Licensee, remove and store such equipment, antenna systems and structures. In the event that
Licensee shall not effect such timely removal, and provided at least sixty (60) days have elapsed
since the original written notice to Licensee, the equipment, antenna systems and structures shall be
deemed abandoned and Licensor may remove and dispose of such equipment, antenna systems and
structures.
Any permanent improvements or fixtures installed on the Land by Licensee shall become the
property of the Licensor upon the expiration of this Agreement.
10. Termination. This Agreement may be terminated without further liability on thirty (30)
days prior written notice as follows: (i) by either party upon a default of any covenant or term
hereof by the other party, which default is not cured within sixty (60) days of receipt of written
notice of default, provided that the grace period for any monetary default is twenty (20) business
days from receipt of notice; (ii) by Licensee for any reason or for no reason, provided Licensee
delivers written notice of early termination to Licensor no later than thirty (30) days prior to the
Commencement Date; (iii) by Licensee if it does not obtain or maintain any license, permit or
other approval necessary for the construction and operation of Licensee Facilities; (iv) by
Licensee if Licensee is unable to occupy and utilize the Land due to an action of the FCC,
including without limitation, a take back of channels or change in frequencies; (v) by Licensee if
Licensee determines that the Land is not appropriate for its operations for economic or
technological reasons, including, without limitation, signal interference; or (vi) by Licensor in the
event of an overriding public need or a determination of the governing body of Licensor that such
termination is necessary to preserve the public health, safety or welfare, as determined by the
Licensor in its reasonable discretion, by written notice, delivered not less than ninety (90) days prior
to termination of the then current term.
11. Destruction or Condemnation. If the Land or Licensee Facilities are materially
damaged, abandoned, removed, destroyed, or condemned, Licensee may elect to terminate this
Agreement as of the date of the damage, destruction, or condemnation by giving notice to
Licensor no more than forty-five (45) days following the date of such damage, destruction, or
condemnation. In the event of damage or destruction, if Licensee elects to continue this
Agreement, then all License Fees shall continue for the term or extension term of the Agreement.
12. Insurance. Licensee, at Licensee's sole cost and expense, shall procure and maintain on
the Land and on the Licensee Facilities, bodily injury and property damage insurance with a
combined single limit of at least One Million and 00/100 Dollars ($1,000,000.00) per
occurrence. Such insurance shall insure, on an occurrence basis, against liability of Licensee, its
employees and agents arising out of or in connection with Licensee's use of the Land, all as
Page 4 of 13 CITY OF THE COLONY, TEXAS
GROUND LICENSE AGREEMENT
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provided for herein. Licensor shall be named as an additional insured on Licensee's policy.
Licensee shall provide to the Licensor a certificate of insurance evidencing the coverage within
thirty (30) days of the Commencement Date.
13. Assignment. Licensee may not without the prior written consent of Licensor (1) assign
or otherwise transfer all or any part of its interest in this Agreement or (2) permit another to use
the Land; provided, however, that Licensee may assign or transfer without Licensor's consent
Licensee's interest to its parent company, any subsidiary or affiliate of it or its parent company
or to any successor-in-interest or entity acquiring fifty-one percent (51%) or more of its stock or
assets, subject to any financing entity's interest, if any, in this Agreement as set forth in
Paragraph 6(b) above. Upon assignment, Licensee shall be relieved of all future performance,
liabilities, and obligations under this Agreement, provided that the assignee assumes all of
Licensee's obligations herein. Licensor may assign this Agreement, which assignment may be
evidenced by written notice to Licensee within a reasonable period of time thereafter, provided
that the assignee assumes all of Licensor's obligations herein, including but not limited to, those
set forth in Paragraph 6(b) above.
14. Warranty of Title. Licensor warrants that: (i) Licensor owns the Land in fee simple
and has rights of access thereto and the Land is free and clear of all liens, encumbrances and
restrictions; and (ii) Licensor has full right to make and perform this Agreement.
15. Hazardous Substances. Licensee agrees that it will not use, generate, store or dispose of
any Hazardous Material on, under, about or within the Land in violation of any law or regulation.
Licensee agrees to assume all duties, responsibilities and liabilities at their sole cost and expense for
payment of penalties, sanctions, forfeitures, losses, costs or damages, and for responding to any
action, notice, claim, order, summons, citation, directive, litigation, investigation or proceeding
which is related to (i) Licensee's failure to comply with any environmental or industrial hygiene
law, including without limitation any regulations, guidelines, standards or policies of any
governmental authorities regulating or imposing standards of liability or standards of conduct with
regard to any environmental or industrial hygiene conditions or matters as may now or hereafter be
in effect, or (ii) any environmental or industrial hygiene conditions that arise out of or are in any
way related to the condition of the Land and Licensee's activities conducted by the party thereon,
unless the environmental conditions are caused by another party. The provisions of this section will
survive the expiration or termination of this Agreement.
16. Liability and Indemnity.
(a) LICENSEE SHALL AT ALL TIMES COMPLY WITH ALL LAWS AND
ORDINANCES AND ALL RULES AND REGULATIONS OF MUNICIPAL, STATE AND
FEDERAL GOVERNMENT AUTHORITIES RELATING TO THE INSTALLATION,
MAINTENANCE, HEIGHT, LOCATION, USE, OPERATION, AND REMOVAL OF THE
EQUIPMENT, ANTENNA SYSTEMS, AND OTHER ALTERATIONS OR
IMPROVEMENTS AUTHORIZED HEREIN, AND SHALL FULLY INDEMNIFY THE
LICENSOR AGAINST ANY LOSS, DAMAGE, COST, OR EXPENSE WHICH MAY BE
SUSTAINED OR INCURRED BY THE LICENSOR AS A RESULT OF LICENSEE'S
Page 5 of 13 CITY OF THE COLONY, TEXAS
GROUND LICENSE AGREEMENT
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INSTALLATION, OPERATION, OR REMOVAL OF SAID IMPROVEMENTS,
REGARDLESS OF LICENSOR'S SOLE OR CONCURRENT NEGLIGENCE.
(b) LICENSEE AGREES AND IS BOUND TO INDEMNIFY, DEFEND, AND
HOLD HARMLESS LICENSOR AGAINST ANY AND ALL CLAIMS FOR ANY LOSS OR
DAMAGES THAT MAY ARISE OUT OF THE USE, MAINTENANCE, AND OCCUPANCY
OF LICENSEE'S FACILITIES AND USE OF THE LAND BY LICENSEE, REGARDLESS
OF LICENSOR'.S SOLE OR CONCURRENT NEGLIGENCE.
(c) LICENSEE AGREES THAT LICENSEE SHALL INDEMNIFY, DEFEND,
RELEASE, ACQUIT, AND HOLD FREE AND HARMLESS THE LICENSOR, ITS AGENTS,
REPRESENTATIVES AND EMPLOYEES FROM AND AGAINST ANY AND ALL
CLAIMS, DEMANDS, CAUSES OF ACTION, LIABILITIES, LOSSES, AND DAMAGE,
WHETHER ASSERTED BY LICENSEE, ITS AGENTS, REPRESENTATIVES OR
EMPLOYEES, OR ANY THIRD PARTY WHICH IN ANY WAYS RELATES TO OR
ARISES FROM LICENSEE'S FACILITIES OR THE INSTALLATION OR MAINTENANCE
THEREOF, OR FROM LICENSEE'S ENTRY ONTO AND UTILIZATION OF THE LAND,
INCLUDING BUT NOT LIMITED TO CLAIMS OR CAUSES OF ACTION ALLEGING
THAT LOSS, INJURY OR DAMAGE WERE CAUSED IN WHOLE OR IN PART BY THE
LICENSOR'S NEGLIGENCE, BUT NOT INCLUDING THOSE CAUSED IN WHOLE OR IN
PART BY THE GROSS NEGLIGENCE OR WILLFUL MISCONDUCT OF THE LICENSOR,
ITS AGENTS, SERVANTS OR EMPLOYEES.
17. Miscellaneous.
(a) This Agreement constitutes the entire agreement and understanding between the
parties, and supersedes all offers, negotiations and other agreements concerning the subject
matter contained herein. Any amendments to this Agreement must be in writing and executed by
both parties.
(b) If any provision of this Agreement is invalid or unenforceable with respect to any
party, the remainder of this Agreement or the application of such provision to persons other than
those as to whom it is held invalid or unenforceable, shall not be affected and each provision of
this Agreement shall be valid and enforceable to the fullest extent permitted by law.
(c) This Agreement shall be binding on and inure to the benefit of the successors and
permitted assignees of the respective parties.
(d) Any notice or demand required to be given herein shall be made by certified or
registered mail, return receipt requested, or reliable overnight courier to the address of the
respective parties set forth below:
Licensor: City of The Colony Licensee: T-Mobile USA, Inc.
ATTN: Utility Director 12920 SE 38th Street
6800 Main St. Bellevue, WA 98006
The Colony, Texas 75056 Attn. PCS Lease Administrator
Page 6 of 13
CITY OF THE COLONY, TEXAS
GROUND LICENSE AGREEMENT
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With a copy to: Legal Dept.
With a copy to: T-Mobile West Corporation
7668 Warren Pkwy
Frisco, TX 75034
Attn. Lease Administration Manager
With a copy to: Legal Dept.
Licensor or Licensee may from time to time designate any other address for this purpose by
written notice to the other party. All notices hereunder shall be deemed received upon actual
receipt.
(e) This Agreement shall be governed by the laws of the State of Texas; and venue
for any action shall be in any court of proper jurisdiction in Denton County, Texas.
(f) In any case where. the approval or consent of one party hereto is required,
requested or otherwise to be given under this Agreement, such party shall not unreasonably delay
or withhold its approval or consent.
(g) All Exhibits annexed hereto form material parts of this Agreement. There are no
other agreements, oral or otherwise, which form any part of the agreements between the parties
hereto other than this Agreement.
(h) This Agreement may be executed in duplicate counterparts, each of which shall
be deemed an original.
(i) Licensor agrees to provide Licensee with a completed IRS Form W-9, upon
execution of this Agreement and at such other times as may be reasonably requested by
Licensee.
(j} Licensor agrees to execute and deliver to Licensee a Memorandum of Agreement
in the form annexed hereto as Exhibit C, and acknowledges that such Memorandum of
Agreement will be recorded by Licensee in the official records of the County where the Land is
located.
***SIGNATURES ON FOLLOWING PAGE***
Page 7 of 13 CITY OF THE COLONY, TEXAS
GROUND LICENSE AGREEMENT
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IN WITNESS WHEREOF, the parties have executed this Agreement as of the date first
above written.
LICENSOR LICENSEE
CITY OF THE COLONY, TEXAS T-MOBILE WEST CORPORATION
By: By:
'or
Name: Antonio Johnston Name: Jeff Hooper
Title: City Manager Title: Area Director-Engineering and
Operations
Date: /0 Date:
Page 8 of 13 CITY OF THE COLONY, TEXAS
GROUND LICENSE AGREEMENT
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EXHIBIT A
DESCRIPTION OF LAND
The Land is described and/or depicted as follows (metes and bound description):
Page 9 of 13 CITY OF THE COLONY, TEXAS
GROUND LICENSE AGREEMENT
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FIELD NOTES
LICENSE AREA
BEING a 0.007 acre (300.00 sq. ft.) tract and being all that certain lot, tract or parcel of land situated in the H.
Hedgecox Survey, Abstract No. 533, in the City of the Colony, Denton County, Texas, and being part of called 7.165
acre tract described in a deed from Colony 34, Ltd. to the City of the Colony as recorded in Deed No. 2006-153879,
Deed Records of Denton County, Texas, and being more particularly described as follows:
COMMENCING from a 1/2 inch iron rod found at the southeast corner of said 7.165 acre tract;
THENCE N 65°59'01" W along the south line of said 7.165 acre tract a distance of 145.57 feet and N 24°25'54" E
across said 7.165 acre tract a distance of 605.75 feet to a 1/2 inch iron rod set at the POINT OF BEGINNING of said
license area;
THENCE N 65°34'06" W across said 7.165 acre tract a distance of 15.00 feet to a 1/2 inch iron rod set, for a corner;
THENCE N 24°25'54" E across said 7.165 acre tract a distance of 20.00 feet to a 1/2 inch iron rod set, for a corner;
THENCE S 65°34'06" E across said 7.165 acre tract a distance of 15.00 feet to a 1/2 inch iron rod set, for a corner;
THENCE S 24°25'54" W across said 7.165 acre tract a distance of 20.00 feet to the POINT OF BEGINNING and
containing 0.007 acres (300.00 sq. ft.) of land.
I, Ronald D. Wimberley, Registered Professional Land Surveyor, State of Texas, do certify that the field notes hereon
are a true, correct and accurate representation of the property as determined by an on the ground survey conducted on
March 31, 2009, under my supervision.
Ronald D. Wimberley, R.P.L.S. No. 6005
WIMBERLEY SURVEYING PROFESSIONALS
DATE: FEBRUARY 1, 2010 P.O. BOX 9237
JOB NO. 09029 GREENVILLE, TEXAS 75404
903-450-8100
T
~F ,OF.e~F1
T
RONALD D. WIMBERLEY
~ 6005 ~y
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Site Name: TXU Colony 50/4
Site No.: DA 1365-B
FIELD NOTES
ACCESS LICENSE
BEING all that certain lot, tract or parcel of land situated in the H. Hedgecox Survey, Abstract No. 533, in the City of
the Colony, Denton County, Texas, and being part of called 7.165 acre tract described in a deed from Colony 34, Ltd.
to the City of the Colony as recorded in Deed No. 2006-153879, Deed Records of Denton County, Texas, and being a
12 feet in width access license, the centerline of said license being more particularly described as follows:
COMMENCING from a 1/2 inch iron rod found at the southeast corner of said 7.165 acre tract;
THENCE N 65°59'01" W along the south line of said 7.165 acre tract a distance of 145.57 feet and N 24°25'54" E
across said 7.165 acre tract a distance of 619.75 feet to the POINT OF BEGINNING of the centerline of said license;
THENCE S 65°34'06" E across said 7.165 acre tract a distance of 30.00 feet to a point, for a corner;
THENCE N 24°25'54" E across said 7.165 acre tract a distance of 211.92 feet to the POINT OF TERMINATION of
the centerline of said 12 feet in width access license.
I, Ronald D. Wimberley, Registered Professional Land Surveyor, State of Texas, do certify that the field notes hereon
are a true, correct and accurate representation of the property as determined by an on the ground survey conducted on
March 31, 2009, under my supervision.
V
Ronald D. Wimberley, R.P.L.S. No. 6005
WIMBERLEY SURVEYING PROFESSIONALS
DATE: FEBRUARY 1, 2010 P.O. BOX 9237
JOB NO. 09029 GREENVILLE, TEXAS 75404
903-450-8100
RONALD D. WIMBERLEY
~6005
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Site Name: TXU Colony 50/4
Site No.: DA 1365-B
FIELD NOTES
IRRIGATION LICENSE
BEING all that certain lot, tract or parcel of land situated in the H. Hedgecox Survey, Abstract No. 533, in the City of
the Colony, Denton County, Texas, and being part of called 7.165 acre tract described in a deed from Colony 34, Ltd.
to the City of the Colony as recorded in Deed No. 2006-153879, Deed Records of Denton County, Texas, and being a 5
feet in width irrigation license, the centerline of said license being more particularly described as follows:
BEGINNING at a 1/2 inch iron rod found in the west line of said 7.165 acre tract which bears N 33°43'06" E a distance
of 332.08' from the southwest corner of said 7.165 acre tract;
THENCE N 44°30'39"E across said 7.165 acre tract a distance of 241.16 feet to a point for corner in the centerline of
said 5 feet in width irrigation license.
THENCE N 24°25'54" E across said 7.165 acre tract a distance of 15.13 feet to the POINT OF TERMINATION of the
centerline of said 5 feet in width irrigation license.
I, Ronald D. Wimberley, Registered Professional Land Surveyor, State of Texas, do certify that the field notes hereon
are a true, correct and accurate representation of the property as determined by an on the ground survey conducted on
March 31, 2009, under my supervision.
e"'V 54 -
Ronald D. Wimberley, R.P.L.S. No. 6005
WIMBERLEY SURVEYING PROFESSIONALS
DATE: FEBRUARY 1, 2010 P.O. BOX 9237
JOB NO. 09029 GREENVILLE, TEXAS 75404
903-450-8100
RONALD D. WIMBERLEY
r;~o 6005
Site Name: TXU Colony 50/4
Site No.: DA 1365-B
FIELD NOTES
UTILITY LICENSE (POWER)
BEING all that certain lot, tract or parcel of land situated in the H. Hedgecox Survey, Abstract No. 533, in the City of
the Colony, Denton County, Texas, and being part of called 7.165 acre tract described in a deed from Colony 34, Ltd.
to the City of the Colony as recorded in Deed No. 2006-153879, Deed Records of Denton County, Texas, and being a 5
feet in width utility license, the centerline of said license being more particularly described as follows:
COMMENCING from a 1/2 inch iron rod found at the southeast comer of said 7.165 acre tract;
THENCE N 65°59'01" W along the south line of said 7.165 acre tract a distance of 145.57 feet and N 24°25'54" E
across said 7.165 acre tract a distance of 611.25 feet to the POINT OF BEGINNING of the centerline of said license;
THENCE S 40°52'34" E across said 7.165 acre tract a distance of 187.53 feet to the POINT OF TERMINATION of the
centerline of said 5 feet in width utility license.
I, Ronald D. Wimberley, Registered Professional Land Surveyor, State of Texas, do certify that the field notes hereon
are a true, correct and accurate representation of the property as determined by an on the ground survey conducted on
March 31, 2009, under my supervision.
Ronald D. Wimberley, R.P.L.S. No. 6005
WIMBERLEY SURVEYING PROFESSIONALS
DATE: FEBRUARY 1, 2010 P.O. BOX 9237
JOB NO. 09029 GREENVILLE, TEXAS 75404
903-450-8100
~P G\ OFeRF1
RONALD D. WIMBERLEY
:SAO 6005
Site Name: TXU Colony 50/4
Site No.: DA 1365-B
FIELD NOTES
UTILITY LICENSE (TELCO)
BEING all that certain lot, tract or parcel of land situated in the H. Hedgecox Survey, Abstract No. 533, in the City of
the Colony, Denton County, Texas, and being part of called 7.165 acre tract described in a deed from Colony 34, Ltd.
to the City of the Colony as recorded in Deed No. 2006-153879, Deed Records of Denton County, Texas, and being a 5
feet in width utility license, the centerline of said license being more particularly described as follows:
COMMENCING from a 1/2 inch iron rod found at the southeast corner of said 7.165 acre tract;
THENCE N 65°59'01" W along the south line of said 7.165 acre tract a distance of 145.57 feet and N 24°25'54" E
across said 7.165 acre tract a distance of 605.75 feet and N 65°34'06" W across said 7.165 acre tract a distance of 15.00
feet and N 24°25'54" E across said 7.165 acre tract a distance of 2.50 feet to the POINT OF BEGINNING of the
centerline of said license;
THENCE N 65°34'06"W across said 7.165 acre tract a distance of 3.21 feet to a point for corner in the centerline of
said 5 feet in width utility license.
THENCE S 65°37'02" W across said 7.165 acre tract a distance of 114.67 feet to the POINT OF TERMINATION of
the centerline of said 5 feet in width utility license.
I, Ronald D. Wimberley, Registered Professional Land Surveyor, State of Texas, do certify that the field notes hereon
are a true, correct and accurate representation of the property as determined by an on the ground survey conducted on
March 31, 2009, under my supervision.
Ronald D. Wimberley, R.P.L.S. No. 6005
WIMBERLEY SURVEYING PROFESSIONALS
DATE: FEBRUARY 1, 2010 P.O. BOX 9237
JOB NO. 09029 GREENVILLE, TEXAS 75404
903-450-8100
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ROND IM
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Site Name: TXU Colony 50/4
Site No.: DA 1365-B
EXHIBIT B
SCHEMATIC/DIAGRAM OF LICENSEE'S FACILITIES
Page 10 of 13 CITY OF THE COLONY, TEXAS
GROUND LICENSE AGREEMENT
76678
TM 41511
G 106' HIGH IXU LATTICE TOWER 1NM NEW ANTENNAS AT 75' AND NEW RELATED UNMANNED APPROVED FOR CONSTRUCTION
NICARON EQUIPMENT.
PROPERTY OWNER OR REP, RF
7Y: 6.4 MILES (8 MINUTES) T o
]668 WARREN PKWY, FRISCO, TX 75034 ON WARREN PKWY (lVEST)0.3 MITURN LEFT (SWAN) ■ - LAND USE PLANNER NETWORK
ALLAS PKWY N MI TAKE TAKE RAMP (RIGHT) ONTO SR-121 2.41 T%-121 ROAD NAME CHANCES 1 a9n^v^sse°~
(-121 21 YDS 21 YOS ROAD NAME CHANCES TO SR-121 (E TX-1211 2.3 MI TURN RIGHT
1 ONTO MARKET ST, THEN IMMEDIATELY TURN RIGHT (EAST) ONTO MEMORIAL DR 0.3 MI TURN i-MOBILE CONTRACTOR
EAST) ONTO LOCAL ROAD(S) 32 YDS ARRIVE 33.06601N 96.89456Y1 a
OPERATIONS V a 'ma`r'
ENLARGED VICINITY MAP SITE NAME T-1 TITLE SHEET SHEET INDEX wz U
N-1 GENERAL NOTES s
Y LL
TXU THE COLONY 5014 N - 2 GENERAL NOTES
N-3 GENERAL NOTES
N-4 GENERAL NOTES
R.» SV-1 SURVEY
C-1. OVERALL SITE PLAN
" SITE NUMBER C-2 ENLARGED SITE PLAN
DA01365B C-3 ELEVATION
C-4 ANTENNA DETAILS & COAX SPECIFICATIONS PROJECT N0: DA73658
C-5 512000 NORTEL EQUIPMENT CABINET DETAILS
SITE C-6 EQUIPMENT LAYOUT DRAWN 8Y: CG
C-7 FENCE DETAILS CHECKED ev: Rs
SITE ADDRESS C-s PIPE GATE/FENCE PLAN & DETAILS
4350 MEMORIAL DR. 0-1 DRAINAGE AREA PLAN 92SO RMD~
Y „4 L-i LANDSCAPE PLAN & DETAILS
8 10 frf.V FlNALB F£R DRC COF
THE COLONY, TX 75065 IR-1 RRGATION PLAN & DETAILS 909A FlNA PER ORC CA
IR-2 IRRIGATION DETAILS 69/16/09 REVFlNALSPERDRCCa
5 7 09 EV WP 6 PER DAC C01
& ELECTRICAL PLAN POWER ONE LINE
DENTON COUNTY E-1 POWER/TELCO
DIAGRAM M & ELECTRICAL NOTES
E-2 POWER/TELCO RISER DIAGRAM
E-3 GROUNDING DIAGRAM & ANTENNAS DETAILS O E7:
E-4 UTILITY RACK DETAIL OPTIONS cv,
a
SITE DATA (as per SURVEY) E-s DETAILS a m~;
VICINITY MAP LATITUDE: 3303.57.5' N LONGITUDE: 9653'40.4' W ELEV. 572.9 US FT E-6 DETAILS
NORTH
~H 1. IT H S-1 PLATFORM DETAILS '=•A
ny
S-2 CABLE BRIDGE DETAILS & STRUCTURAL NOTES
4na1 = } [y F l r
S 3 PAVING DETAILS t
72F IiI,
9
<M. PROJECT SUMMARY
SITE INFORMATION K
HT URISOICTIO THE ao LANDLORD APPLICANT N' C NY 7X0 ENERGY
ZONING BY RIG
Tia CY i-MOBILE USA PHONE: 1-888-399-5501 DUKE BRIDGES CAMPUS 7668 WARREN PARKW AY r 11300 _ _ t l_( CONSTRUCTION TYPE: CO-Lo / SST FRISCO, TX 75034 / RAJESH SEHGAL
All¢n
Y i 3' /
PHONE: (972) 464-3479 68639
k 1 4 (I
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G 4TIe L Flj I s'r'E xtA 5 b 4S FA%1 (972464-3510 +~1,~~~.S~~ENS..,~
-L II ~s ) r '"1 { a 5[ Pa.>- •170NALE
_FL T, Hn CONTRACTORS 1iWll 9 IMP 9omNeil :n
1 4 PIxgO~ C j L L 'd Ihoized by `K0 Schgd, P,E.
02/05/10
PRIME CONTRACTOR SURVEYOR TOWER °°'PA°Ni 4g*)
t _ ALLPRO CONSULTING GROUP, INC. WIMBERLEY SURVEYING PROFESSIONALS
J3r"P L M 1(n - ( ,E` -I~ 9221 LYNDON B JOHNSON FREEWAY p204 P.O. BO% 93 ENGINEER
c a iolitanY T DA01365B
DALLAS, TX 75243 1022 RIDGE ROAD BY OTHERS
t rt~. ` ~~ihS by e-Y'sH OFFICE: 972-231-8893 ROCKWALI, 1FX15 75087 TXD COLONY 50/4
w S 1 ,n li ~'M FAX: 866-364-8375 CONTACT: RON WIMBERLEY
)1"' ^ro+! P~kV`'= ) z 1 FI I CONTACT: JWI M. GEORGE P.E. PHONE: (214) 771-3333
-FM1F1 N . RI 9350 MEMORIAL OR.
FAX: (214) 771-3378 THE COLONY, TX 75065
6Mn hr-+1}~,~2~ .i
i
~DFT~ smDnao Lat UTILITIES IlESNEET
aye no L.~ r I ~ I ~.L I
.rl, "f 1 'y TEXAS ONE CALL POWER
! 'I -t~• xf f~ I y -r ~f, I q r ~A.,ti ' TELCO
CONTRACTOR TO CALL
48
EI ti I yh 4` - I y>/ CONTACT T-MOBILE CONTACT T-MOBILE sn[
HOURS BEFORE DIGGING! cT NOMTisR
4 ~.ux_L?+ U L•X Par1c PHONE: 800-545-6005 PROJECT MANAGER PROJECT MANAGER
..4. INDEPENDENT LOCATORS GREG WILLABY GREG WILLABY
gg PHONE: 214-682-8146 PHONE 214-682-8146
i' ry' t,, 1.' 21 1 F • i0 BE USED ON ALL SITES T~1
THESE DRAWINGS ARE SCALED FOR 24"X36" SHEET
J i -GENERAL REQUIREMENTS 1, REMOVE ALL TRACES OF SPLASHED MATERIALS FROM COORDINATED LEWIN OTHER T ELEMENTS OF WORK AND C. CONSTRUCT TEMPORARY CONSTRUCTION ZONE ALONG
ADJACENT SURFACES. SHOWING COMPLETION N OF OF THE WORN SUFFICIENTLY IN ACCESS DRIVE, IN ACCORDANCE WITH ALL LOCAL, STALE
ADVANCE OF THE DATE ESTABLISHED FOR SUBSTANTIAL & FEDERAL RULES. d"*°^
GENERAL 2. If NECESSARY TO ACHIEVE A UNIFORM DECREE OF COMPLETION OF THE WORK.
CLEANLINESS, HOSE DOWN THE EXTERIOR OF THE STRUCTURE, D. THE SITE AREA WILL BE BROUGHT TO SUB-BASE COURSE
:NT C. PRIOR TO COMMENCING C C TON, THE OWNER SHALL ELEVATION AND THE ACCESS ROAD TO BASE COURSE -
C. INTERIOR: VISUALLY INSPECT INTERIOR SURFACE AND SCHEDULE AN N ON ON- -SITE MEETING EETING ALL MAJOR ELEVATION PRIOR TO FORMING FOUNDATIONS. Q
HESS SPECIFICATIONS AND CONSTRUCTION DRAWINGS REMOVE ALL TRACES OF SOIL, WASTE MATERIALS, PARTIES THIS WOULD INCLUDE (THOUGH NOT LIMITED 22
ACCOMPANYING THEM DESCRIBE THE WORK TO BE DONE SMUDGES AND OTHER FOREIGN MATTER FROM TO) THE' OWNER, PROJECT MANAGER, CONTRACTOR, LAND E. IF REQUIRED, GRADE, SEED, FERTILIZE AND MULCH
4ND TIHE MATERIALS TO BE FURNISHED FOR WALLS/FLOOR/CEILING. OWNER REPRESENTATIVE, LOCAL TELEPHONE COMPANY, DISTURBED AREAS IMMEDIATELY AFTER BRINGING THE
:ONSTRUCTION, TOWER ERECTION FOREMAN (IF SUBCONTRACTED). SITE AND ACCESS ROAD TO BASE COURSE ELEVATION.
1. REMOVE ALL TRACES OF SPLASHED MATERIAL FROM ADJACENT WATER TO ENSURE GROWTH. w 1
HE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO SURFACES. D. CONTRACTOR SHALL BE EQUIPPED WITH SOME MEANS OF G Ci
M FULLY EXPLANATORY AND SUPPLEMENTARY. HOWEVER, CONSTANT COMMUNICATIONS, SUCH AS A MOBILE PHONE F. REMOVE GRAVEL FROM TEMPORARY CONSTRUCTION ZONE. m
SHOULD ANYTHING BE SHOWN, INDICATED OR SPECIFIED 2. REMOVE PAINT DROPPINGS, SPOTS, STAINS AND DIRT FROM OR A BEEPER. THIS EQUIPMENT WILL NOT BE SUPPLIED ~re~ey' ~ 1
9N ONE AND NOT THE OTHER, IT SHALL BE DONE THE FINISHED SURFACES. BY THE OWNER, NOR WILL WIRELESS SERVICE BE 1.6 SUBMITTALS ` o LL i
TAME AS IF SHOWN, INDICATED OR SPECIFIED IN BOTH. ARRANGED.
HE INTENTION OF THE DOCUMENTS IS TO INCLUDE ALL 1.5 CHANCE ORDER PROCEDURE E. DURING CONSTRUCTION, CONTRACTOR MUST ENSURE THAT A. BEFORE CONSTRUCTION M 1
.ASOR AND MATERIALS REASONABLY NECESSARY FOR THE A EMPLOYEES AND SUBCONTRACTORS WEAR HARD HATS AT 1,IF LANDSCAPING IS APPLICABLE TO THE SCOPE OF THE a
'ROPER EXECUTION AND COMPLETION OF THE WORK AS A. CHANCE ORDERS MAY BE INITIATED BY THE OWNER ALL TIMES. CONTRACTOR WILL COMPLY WITH ALL OSHA CONTRACT, REFER TO THE LANDSCAPING PLAN INCLUDED
;IIPULATED IN THE CONTRACT. AND/OR THE CONTRACTOR INVOLVED. THE CONTRACTOR, SAFETY REQUIREMENTS IN THEIR AGREEMENT. HEREIN, IF A LANDSCAPE ALLOWANCE WAS INCLUDED IN THE d
UPON VERBAL REQUEST FROM THE OWNER SHALL PREPARE CONTRACT, PROVIDE AN ITEMIZED LISTING OF PLANT MATERIALS
HE PURPOSE OF THE SPECIFICATIONS IS TO INTERPRET A WRITTEN PROPOSAL DESCRIBING THE CHANGE IN WORK F, PROVIDE WRITTEN DAILY UPDATES ON SITE PROGRESS TO WITH COSTS UNDER NURSERYMAN'S LETTERHEAD. GENERAL yA
HE INTENT OF THE DRAWINGS AND TO DESIGNATE THE OR MATERIALS AND ANY CHANGES IN THE CONTRACT THE OWNER. CONTRACTOR SHALL REFER TO SITE PLAN FOR LANDSCAPING
lEiH OD OF THE PROCEDURE. TYPE AND QUALITY OF AMOUNT AND PRESENT TO THE OWNER IMHIN 24 HRS FOR REQUIREMENT.
dATEMALS REQUIRED TO COMPLETE THE WORK. APPROVAL. SUBMIT REQUESTS FOR SUBSTITUTIONS IN G. COMPLETE INVENTORY OF CONSTRUCTION MATERIALS AND
THE FORM AND IN ACCORDANCE WITH PROCEDURES EQUIPMENT IS REQUIRED PRIOR 70 START OF CONSTRUCTION. 2. SUBMIT FOR APPROVAL THE SPECIFICATIONS OF THE
INOR DEVIATIONS FROM THE DESIGN LAYOUT ARE REQUIRED FOR CHANGE ORDER PROPOSALS. ANY CHANGES PROPOSED SURFACE COURSE MATERIAL. PROJECT N0: DA73658
~NTCIPATED AND SHALL BE CONSIDERED AS PART OF IN SCOPE OF WORK OR MATERIALS WHICH ARE PERFORMED H. NOTIFY THE OWNER / PROJECT MANAGER IN WRITING NO
HE WORK. NO CHANGES THAT ALTER THE CHARACTER OF BY THE CONTRACTOR WITHOUT A WRITTEN CHANGE ORDER LESS THAN 48 HOURS IN ADVANCE OF CONCRETE POURS, B, AFTER CONSTRUCTION PRAWN BY: CC
HE WORK DESCRIBED AND
WILL BE MADE OR PERMITTED BY THE OWNER AS APPROVED BY THE OWNER SHALL TOWER ERECTIONS, AND EQUIPMENT CABINET
VITHOUT ISSUING A CHANGE ORDER. PLACE FULL RESPONSIBW7Y OF THESE ACTIONS ON THE PLACEMENTS. 1. MANUFACTURER'S DESCRIPTION OF PRODUCT ON GRASS SEED
CONTRACTOR. AND FERTILIZER, IF REQUIRED.
FLICTS I, GENERAL CONTRACTOR SHALL PROVIDE WITHIN 48 HOURS OF CHECKED BY IS
CONSTRUCTION, BEFORE & AFTER PHOTOS . CONSTRUCTION 2, LANDSCAPING WARRANTY STATEMENT, IF REQUIRED,
HE CONTRACTOR SHALL RESPONSIBLE FOR 1.7 RELATED DOCUMENTS AND COORDINATION FROM ALL SIDES IN AND OUT OF COMPOUND.
LOP V AEWYO FW4$
'EFORE ORDERING OF ALL MEASUREMENTS DO THE SIZE PLACEMENTS. 9 P P O PCA39 PREIXI ON
A. GENERAL CARPENTRY, ELECTRICAL AND ANTENNA 810 REV NN Is ,R PEON Comm
:E FORE ORDERING ANY MATERIALS OR ING ANY WORK. DRAWINGS ARE INTERRELATED. IN PERFORMANCE OF THE $ GENERAL CONTRACTOR TO PROVIDE COPIES OF ALL INSPECTION 1.7 WARRANTY
IO EXTRA CHARGE OR COMPENSATION SHALL BE ALLOWED WORK. THE CONTRACTOR MUST REFER TO ALL DRAWINGS. RELEASES FROM THE GOVERNING MUNICIPAMTES WITHIN 48 A. IN ADDITION TO THE WARRANTY ON ALL CONSTRUCTION 7 9 1 09 REV DNALS
ONS INDICATED PER DRC _M
RAWINIM TSIGS . ANY DIFFERENCE SUCH BETWEEN DISCREPANCY IN DIME ACTUAL DIMENSIONS AND HOURS AFTER CONSTRUCTION. COVERED N IN THE CONTRACT DOCUMENTS, THE CONTRACTOR 6 9/18/09 REV FWAL6 PER DRC COMA
RA,N ON THE CONSIN DIME NNSION WHICH ALL CONTRACTOR, COORDINATION TO BE THE RESPONSIBILITY OF THE PLACEMENTS. SHALL D REPAIR ALL DAMAGE OF SURROUNDING PROPERTY 5 772 03 EV FINALS PER 1MC ODMI
LAY BE FOUND SHALL BE SUBMITTED TO THE OWNER FOR 1.8 SHOP DRAWINGS CAUSED BY CONSTRUCTION COMM
,
ONSIDERATION BEFORE THE CONTRACTOR PROCEEDS WITH 1,12 INSURANCE AND BONDS
HE WORK IN THE AFFECTED AREAS, A. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS AS REQUIRED B. DISTURBED AREAS WILL REFLECT GROWTH OF NEW GRASS
WNER A. CONTRACTOR SHALL AT THEIR OWN EXPENSE CARRY AND COVER PRIOR TO FINAL INSPECTION. 12
UI
BIDDER, IF AWARDED THE CONTRACT, WILL NOT BE AND LISTED IN THESE SPECIFICATIONS TO ME OWNER'
LTTERO ANY EXTRA COMPENSATION BY REASON OF ANY FOR APPROVAL, MAINTAIN INSURANCE FOR AS THE REQUIRED DURATION AND OF THE LISTED AND PROJECT ALL
SHALL NOT C. LANDSCAPING, IF INCLUDED WITHIN THE SCOPE OF THE
,ATTER OR THING CONCERNING WHICH SUCH BIDDER COMMENCE WTH THEIR WORK UNTIL THEY HAVE CONTRACT, WILL BE GUARANTEED FOR ONE YEAR FROM O FN
'IGHT HAVE FULLY INFORMED THEMSELVES PRIOR TO THE S. ALL SHOP DRAWINGS SHALL BE REVIEWED, CHECKED AND PRESENTED AN ORIGINAL CERTIFICATE OF INSURANCE DATE OF FINAL'INSPECTIIXJ: $
IODINC. CORRECTED BY CONTRACTOR PRIOR TO SUBMITTAL TO THE STATING ALL COVERAGES TO THE OWNER. REFER TO g £ k
J PLEA OF IGNORANCE OF CONDITIONS THAT EXIST, OR THE MASTER AGREEMENT FOR REQUIRED INSURANCE LIMITS. p m"'
1,9 PRODUCTS AND SUBSTITUTIONS PART 2 PRODUCTS S
F DIFFICULTIES OR CONDITIONS THAT MAY BE S. THE OWNER SHALL BE NAMED AS AN ADDITIONAL INSURED ON p5
NCOUNTERED OR OF ANY OTHER RELEVANT MATTER A. SUBMIT 3 COPIES OF EACH REQUEST FOR SUBSTITUTION. ALL POIJCIES. 2.1 MATERIALS J h
ONC ING THE E WORK 70 BE BE PERFORMED IN THE IN EACH REQUEST IDENTIFY THE PRODUCT OR
XECUTION TION OF THE WORK WILL BE ACCEPTED AS AN C. CONTRACTOR MUST PROVIDE PROOF OF INSURANCE. A. ROAD AND SIZE MATERIALS: FILL MATERIAL -ACCEPTABLE
XCUSE FOR ANY FAILURE OR R OMISSION ON THE PART OF FABRICATION OR INSTALLATION METHOD TO BE REPLACED
HE BY THE SUBSTITUTION SELECT FILL SHALL BE IN ACCORDANCE WITH LOCAL y
CONTRACTOR TO FULFILL EVERY DETAIL OF ALL THE . INCLUDE RELATED DEPARTMENT OF HIGHWAY AND PUBLIC TRANSPORTATION p
EOUIREMENTS OF THE CONTRACT DOCUMENTS GOVERNING SPECIFICATION SECTION AND DRAWING NUMBERS AND DMSION 2 - SITE WORK AND DRAINAGE STANDARD SPECIFICATION. c
iE WORK, THE COMPLETE CUMENFORON SHOITUG COMPLIANCE WITH
02000 EARTHWORK, EXCAVATION AND GRADING B. SOIL STABILIZER FABRIC SHALL BE MIRAFI - 500X.
FRACTS AND WARRANTIES B. SUBMIT ALL NECESSARY PRODUCT DATA AND CUT SHEETS PART 1 GENERAL C, NON-STRUCTURAL SITE CONCRETE SHALL BE 3000 PSI
WHICH PROPERLY INDICATE AND DESCRIBE THE ITEMS, BREAKING STRENGTH AT 28 DAYS, COMPLY WITH GENERAL y~
DNTRACTOR IS RESPONSIBLE FOR APPLICATION AND PRODUCTS AND MATERIALS BEING INSTALLED. THE 1.1 WORK INCLUDED: REFER TO THE SURVEY AND PROVISIONS OF DIVISION 3 CONCRETE SPECIFICATIONS.
AYMENT OF CONTRACTOR LICENSES AND BONDS. CONTRACTOR SHALL, IF DEEMED NECESSARY BY THE SIZE PLAN FOR WORK INCLUDED.
OWNER SUBMIT ACTUAL SAMPLES TO THE OWNER FOR 2.2 EQUIPMENT
"E MASTER CONTRACTION SERVICES APPROVAL IN LIEU OF CUT SHEETS. 1.2 RELATED WORK
GREEMENT FOR ADVL DETAILS A. COMPACTING SHALL BE ACCOMPLISHED BY MECHANICAL
110 QUALITY ASSURANCE A. CONSTRUCTION FOR EQUIPMENT FOUNDATION MEANS. LARGER AREAS SHALL BE COMPACTED BY SHEEPS ~RP,JESFI SENGAL~
',AGE A. ALL WORK SHALL BE IN ACCORDANCE WTH APPLICABLE B. INSTALLATION OF ANTENNA SUPPORT SYSTEM FOOT, NB FIVE RATORY TONSOR. WATER RUBBER TIED TREATMENT ROLLERS MAY BE
WEIGHING 88639
A ••,'r
LOCAL, STATE AND FEDERAL REGULATIONS. THESE SHALL AT LEAST
C. ERECTION OF FENCE REQUIRED TO OBTAIN COMPACTION. SMALLER AREAS ~10F ~!GENB~%~~4 L
.L MATERIALS MUST N STORED IN A LEVEL AND DRY INCLUDE BUT IN BE LIMITED TO THE LATEST VERSION TAMPERS,
COMPACTED BY POWER-DRIVER, HAND HELD
SHION AND IN A MANNER THAT DOES NOT NECESSARILY IN THE FOLLOWWING: ` SHALL 3STRU CT THE FLOW OF OTHER WORK. ANY STORAGE ANSI/EIA - 222 - F 1.3 DESCRIPTIONS
1,1 h L Gff.
:THOD MUST MEET ALL RECOMMENDATIONS OF THE INTERNATIONAL BUILDING CODE (IBC) 2003 A. ACCESS ROAD, TURNAROUND AREAS, AND SITES ARE The seal oReuip. IN; 6-1 xas
6SOCIATED MANUFACTURER. BUILDING OFFICIALS AND CODE ADMINISTRATORS CONSTRUCTED TO PROVIDE A WELL DRAINED, EASILY PART 3 EXCAVATION
NATIONALS ELEC TRICAL CODE (NEC) WITH LOCAL wUaized fta~nM1 6ahgd, P.E.
N UP MAINTAINED, EVEN SURFACE FOR MATERIAL AND
AMENDMENTS 1999 EQUIPMENT DELIVERIES AND MAINTENANCE PERSONNEL 3.1 INSPECTIONS: LOCAL BUILDING INSPECTION SHALL BE u0,51 0
IE CONTRACTORS SHALL AT ALL TIMES KEEP THE SITE UNDERWRITER LABORATORIES APPROVED ELECTRICAL ACCESS. NOTIFIED NO LESS THAN 48 HRS. IN ADVANCE OF (nol wlid mess sgled)
ZEE FROM ACCUMULATION OF WASTE MATERIALS OR PRODUCTS CONCRETE POURS. 4E COMPLETION THEIR EMPLOYEES AT WORK AND AMERICAN INSTITUTE OF STEEL CONSTRUCTION 1.4 QUALITY ASSURANCE
3.2 PREPARATION
JS COMPLETION OF F THE WORK, THEY SHALL REMOVE ALL LL SPECIFICATIONS (AISC) DA013656 BISH C UDI
A. VEGETATION LAND BE SCAPING, PLACED IF AND INCLUDED WI MAINTAINED THIN AS THE
LUDING ALL THEIR TOOLS, SCAFFOLDING AND TXU COLONY 50
FROM AND ABOUT THE BUILDING AREA, UFE SAFETY CODE NFPA - 101-1990 CONTRACT, WILL A. CLEAR TREES, BRUSH AND DEBRIS FROM SITE AREA AND _EAN MATERIALS AND SHALL LEAVE THEIR WORN 1.11 ADMINISTRATION RECOMMENDED BY NURSERY INDUSTRY STANDARDS. ACCESS ROAD RIGIHT OF WAY AS REQUIRED.
RPLUS EAN AND READY FOR USE.
A. BEFORE THE COMMENCEMENT OF ANY WORK, THE B. PRIOR TO OTHER EXCAVATION AND CONSTRUCTION 9350 MEMORIAL DR.
NOVE : VISUALLY INSPECT EXTERIOR SURFACES AND CONTRACTOR WILL ASSIGN A PROJECT MANAGER WHO WILL 1.5 SEQUENCING EFFORTS GRUB ORGANIC MATERIAL TO A MINIMUM OF SIX THE COLONY, TX 75065
:MOVE ALL TRACES OF SOIL, WASTE MATERIALS, CON A A SINGLE POINT OF CONTACT FOR ALL INCHES BELOW ORIGINAL GROUND LEVEL. ACT AS BUDGES AND OTHER FOREIGN MATTER. PERSONNEL INVOLVED IN THIS PROJECT. THIS PROJECT A. CONFIRM SURVEY STAKES AND SET ELEVATION STAKES PRIOR C. UNLESS OTHERWISE INSTRUCTED BY THE OWNER, REMOVE
SHEET WILE
MANAGER WILL DEVELOP A MASTER SCHEDULE FOR THE TO ANY CONSTRUCTION. TREES, BRUSH AND DEBRIS FROM THE PROPERTY TO REMOVE
PROJECT WHICH WILL BE SUBMITTED TO THE OWNER
PRIOR TO B. GRUB THE COMPLETE ROAD AND SITE AREA PRIOR TO AUTHORIZED LANDFILL.
THE COMMENCEMENT OF ANY WORN. FOUNDATION CONSTRUCTION OR PLACEMENT OF BACKFILL GENERAL NOTES
OR SUB- BASE MATERIAL. D, PRIOR TO PLACEMENT OF FILL OR BABE MATERIALS, REMOVE
B. SUBMIT A BAR TYPE PROGRESS CHART NOT MORE THAN 3 SOFT SPOTS AND COMPACT TO 85% STANDARD PROCTOR.
DAYS AFTER THE GATE ESTABLISHED FOR COMMENCEMENT '
OF THE WORK ON THE SCHEDULE, INDICATING A TIME E. WHERE UNSTABLE SOIL CONDITIONS ARE ENCOUNTERED,
BAR FOR EACH MAJOR CATEGORY OR UNIT OF WORK TO BE LINE THE GRUBBED AREAS W9TIi STABILIZER MAT PRIOR SHEET NUMOER
PERFORMED AT SITE, PROPERLY SEQUENCED AND TO PLACEMENT OF FILL OR BASE MATERIAL.
N-1
Ri 3 EXCAVATION (CONTINUED) w
S INSTALLATION 02830 FENCE ( IF REQUIRED) H. GATE FRAMES SHALL HAVE A FULL-HEIGHT VERTICAL DIVISION 13 - SPECIAL CONSTRUCTION
A. THE SITE AND TURNAROUND AREAS SHALL BE AT THE SUB- PART 1 - GENERAL BRACE AND A FULL-WIDTH HORIZONTAL BRACE, SECURED IN 9^0."\
BASE COURSE ELEVATION PRIOR TO FORMING FOUNDATIONS. PLACE BY USE OF GATE BRACE CLAMPS. 13100 TOWER & ANTENNA INSTALLATION
GRADE OR FILL THE SITE AND ACCESS ROAD AS REQUIRED WITH I. GATE HINGES SHALL BE MERCHANTS METAL MODEL 64386 PART I - GENERAL
THE SOIL RESULTING FROM EXCAVATING THE FOUNDATIONS (PROVIDE 1.1 WORK INCLUDED: REFER TO THE SITE PLANS FOR HINGE ADAPTER WITH MODEL 6409, 188 DEGREE
EVEN DISTRIBUTION), THE ELEVATIONS ARE TO BE CALCULATED ATTACHMENT,
SIZE AND LOCATION OF FENCE AND GATES TO BE INSTALLED. OR EQUAL. 1.1 WORK INCLUDED' eS
FROM THE RESULTING GRADE.
B CLEA 1.2 RELATED WORK - J. THE GUIDE (LATCH ASSEMBLY) SHALL BE MERCHANTS A. IF REQUIRED, ERECT FURNISHED TOWER.
R . EXCESS SPOILS, IF ANY, FROM JOB SITE AND DO NOT METAL MODEL 2083, OR EQUAL. Z
SPREAD BEYOND THE LIMITS OF THE OWNERS LEASE PROPERTY A. COORDINATE FENCE GROUNDING WIN ELECTRICAL B. GROUND TOWER TEMPORARILY DURING ERECTION. p p
UNLESS AUTHORIZED BY PROJECT MANAGER, IN WRITING SUBCONTRACTOR. K. LATCHES, STOPS AND KEEPERS SHALL BE PROVIDED FOR ALL GROUNDING SHALL INCLUDE BASE(S) AND ANCHORS. m
Elf
C. THE ACCESS ROAD SHALL BE BROUGHT TO BASE COURSE B. REFER TO DIVISION 2 - CONCRETE FOR SPECIFICATION GATES. Lr~y' 3 w
ELEVATION PRIOR TO FOUNDATION CONSTRUCTION. OF CONCRETE AND GROUT C. IF REQUIRED, INSTALL THREE (3) SIDE ARMS, l
L. ALL STOPS SHALL HAVE KEEPERS CAPABLE OF HOLDING CONSISTING OF THREE (3) 6'-0' AS INDICATED ON DRAWINGS C n
D. AVOID CREATING DEPRESSIONS WHERE WATER MAY POND. 1.3 QUALITY ASSURANCE THE GATE LEAF IN THE OPEN POSITION. - CONFIRM WITH OWNER REPRESENTATIVE. w
'
A. ALL STEEL MATERIALS UTILIZED IN CONJUNCTION WITH M. DOUBLE GATES SHALL HAVE A FULL HEIGHT PLUNGER BAR D. INSTALL ANTENNAS AS INDICATED ON DRAWINGS AND a
E. THE CONTRACT INCLUDES ALL NECESSARY GRADING, THIS SPECIFICATION WILL BE GALVANIZED OR STAINLESS WITH DOME CAP. OWNER SPECIFICATIONS,
BANKING, DITCHING AND UNLESS OTHERWISE INDICATED, STEEL. WEIGHT OF ZINC COATING ON THE FABRIC SHALL BE
COVERING TWO INCHES OF SURFACE COURSE. ALL ROADS OR NOT LESS THAN 12 OUNCES PER SQUARE FOOT OF MATERIAL N. A NO. 9 GAUGE ZINC COATED TENSION WIRE SHALL BE E. INSTALL GALVANIZED STEEL ANTENNA MOUNTS AS
ROUTES UTILIZED FOR ACCESS TO THE SITE, USED AT THE BOTTOM OF THE FABRIC, TERMINATED WITH BAND INDICATED ON DRAWINGS.
COMMENCING AT THE POINT OF INTERSECTION WITH THE COVERED. POSTS SHALL BE HOT-OIPPED IN GRADE E ZINC, CLIPS AT CORNER AND GATE POSTS.
NEAREST PUBLIC THOROUGHFARE, ARE INCLUDED IN SCOPE 1.8 OUNCES PER SQUARE FOOT. F. INSTALL FURNISHED GALVANIZED STEEL WAVEGUIDE
UNLESS OTHERWISE NOTED. 1.4 SEQUENCING 0 HOLD PLACE TENSION A WISIXRE AT INCH LINE BY 1/2 POSTS. INCH DIAMETER EYE-BOLT TO LADDER.
F. WHEN IMPROVING AN EXISTING ACCESS ROAD, GRADE C. INSTALL WAVECUIDE BRIDGE AS INDICATED ON PRO~ECi N0: DA1365B
THE EXISTING ROAD TO REMOVE ANY ORGANIC MATTER AND A. IF THE SITE AREA HAS BEEN BROUGHT UP TO SURFACE P. STRETCHER BARS SHALL BE 3/15 INCH BY 3/4 INCH OR DRAWING.
SMOOTH THE SURFACE BEFORE PLACING FILL OR STONE. COURSE ELEVATION PRIOR TO FENCE CONSTRUCTION, FENCE HAVE EQUIVALENT CROSS SECTIONAL AREA.
POST EXCAVATION SPOILS MUST BE CONTROLLED TO PRECLUDE H SUPPLY AND INSTALL ONE INSULATED GROUND BAR DRAWN BY: CG
G. PLACE FILL OR STONE IN SIX INCH MAXIMUM LIFTS CONTAMINATION OF SAID SURFACE COURSE. Q. ALL CORNER GATE AND END PANELS SHALL HAVE A 3/8 AT EQUIPMENT CABINET.
AND COMPACT BEFORE PLACING NEXT LIFT, INCH TRUSS ROD WITH TURNBUCKLES.
I.5 SUBMITTALS EACH INSTALL GROUNDING STRAP KITS WITH LONG CHECKED BY. RS
H. THE FINISH GRADE, INCLUDING TOP SURFACE COURSE, R. ALL POSTS EXCEPT GATE POSTS SHALL HAVE A BARREL COMPRESSION LUGS (SIM. TO ANDREW-223700TBD OR J722/W FMALS
SHALL EXTEND A MINIMUM OF ONE FOOT BEYOND THE SITE A. MANUFACTURER'S DESCRIPTIVE LITERATURE. COMBINATION CAP AND BARBED WRE SUPPORTING ARM. GATE APPROVED EQUAL) AT TOWER BASE BEFORE ENTERING
PEMYD
FENCE AND SHALL COVER THE AREA AS INDICATED, B. CERTIFICATE OF COMPLIANCE THAT SPECIFICATIONS HAVE POSTS SHALL HAVE A DOME CAP. THE EQUIPMENT. GROUNDING STRAPS TO BE CONNECTED RWgO PPEIIR Qb
IRIPRAP SHALL BE APPLIED i0 THE SIDE SLOPES OF ALL BEEN MET, S. OTHER HARDWARE INCLUDES BUT MAY NOT BE LIMITED TO i0 INSULATED GROUND BAR. REV FlNAlS PFA URC C_N
AEV FWALS PER DRC Cq.IL
FENED SITE AREAS, PARKING AREAS AND i0 ALL OTHER TIE CLIPS. BAND CLIPS AND TENSION BAND CLIPS. J. ASSIST OWNER TECHNICIANS IN PERFORMING SWEEP
SLOPES GREATER THAN 2 : 1, 1.6 APPLICABLE STANDARDS TEST OF INSTALLED COAX. AEV FMALS PER
T, BARBED WIRE GATE GUARDS SHALL BE FITTED PA ORC CwL
TH DOME REV FINALS PER -C Cg1L
J. RIPRAP SHALL BE APPLIED TO THE SIDES OF DITCHES OR ASTM-A53 SPECIFICATION FOR PIPE, STEEL BLACK AND CAPS' K. CONC. PIERS FOR FOUNDATIONS SHALL BE DRILLED
DRAINAGE SWALES AS INDICATED ON PLANS. HOT-DIPPED ZINC COATED (GALVANIZED) WELDED AND U. BARBED WIRE SUPPORT ARMS SHALL BE CAST IRON WITH AND POURED ON THE SAME DAY.
SEAMLESS FOR ORDINARY USES. SET BOLT AND LOCK WIRE IN THE ARM.
K. RIPRAP ENTIRE DITCH FOR SIX FEET IN ALL DIRECTIONS ASTM-A123 ZINC (HOT-DIP GALVANIZED) COATING ON
AT CULVERT OPENINGS.. V. ALL CAPS SHALL BE CAST STEEL.
IRON AND STEEL PRODUCTS. 2.2 RELATED WORK O F7
SEED, FERTILIZER AND STRAW COVER SHALL BE APPLIED
TO ALL OTHER DISTURBED AREAS AND DITCHES, DRAINAGE, ASTM-A153 STANDARD SPECIFICATION FOR ZINC COATING PART 3 EXECUTION 2.3 REQUIREMENTS OF REGULATOR AGENCIES yfif SWALES, NOT OTHERWISE RIPRAPPED. (HOT-DIP) ON IRON AND STEEL HARDWARE. P~
3.1
ASTM EQUIPMENT: EXCAVATE POST HOLES WITH MECHANICAL AUGER AFURNISH U.L. LISTED EQUIPMENT WHERE SUCH LABEL IS ~
INSTALL IN CONFORMANCE WITH ILL. STANDARDS
M. UNDER NO CIRCUMSTANCES WILL DITCHES, SWALES OR CHAIN -A LINK 392 FENCESPECI FAFICABRITIC.ON FOR ZINC-COATED STEEL EQUIPMENT. AVAILABLE WHERE , APPLICABLE.
J
:ULVERTS BE PLACED SO THEY DIRECT WATER TOWARDS, OR 3,2 INSPECTION: EXCAVATE POST HOLES PER CONSTRUCTION
'ERMIT STANDING WATER IMMEDIATELY ADJACENT TO SITE. IF ASTM-A491 SPECIFICATION FOR ALUMINUM-COATED STEEL DOCUMENTS. CONFIRM PROPER DEPTH AND DIAMETER OF POST B, INSTALL ANTENNA, ANTENNA CABLES, GROUNDING SYSTEM J
."J
)WNER DESIGNS OR ELEVARONS CONFLICT WITH THIS CHAIN LINK FENCE FABRIC. IN ACCORDANCE WITH DRAWINGS AND SPECIFICATION IN EFFECT
UIOANCE ADVISE THE OWNER IMMEDIATELY, IN WRITING. HOLE EXCAVATIONS.
ASTM-A653 STANDARD SPECIFICATION FOR STEEL SHEET AT PROJECT LOCATION AND RECOMMENDATIONS OF STATE AND
u. IF DITCH LIES WITH SLOPES GREATER THAN TEN ZINC COATED (GALVANIZED) BY THE HOT-DIPPED 3.3 INSTALLATION LOCAL BUILDING CODES, SPECIAL CODES HAVING JURISDICTION
'ERCENT, MOUND DIVERSIONARY HEADWALLS IN THE DITCH AT PROCESS. OVER SPECIFIC PORTIONS OF WORK, THIS INCLUDES BUT IS
APRAP THE UPSTREAM SIDE OF THE HEADWALL AS WELL AS THE A. POST FOUNDATIONS SHALL HAVE A MINIMUM SIX-INCH NOT LIMITED TO THE FOLLOWING: )ITCH FOR SIX FEET ABOVE THE CULVERT ENTRANCE. ASTM-A570 SPECIFICATION FOR HOT-ROLLED CARBON CONCRETE COVER UNDER POST
1. EIA - ELECTRONIC INDUSTRIES ASSOCIATION EIA22F.
STEEL SHEET AND STRIP STRUCTURAL QUALITY.
.
) SEED AND FERTILIZER SHALL BE APPLIED TO SURFACE B. ALL FENCE POSTS SHALL BE VERTICALLY PLUMB WITHIN ONE STRUCTURAL STANDARDS FOR STEEL ANTENNA TOWERS
~
:ONDITONS WHICH WILL ENCOURAGE ROOTING. RAKE AREAS TO ASTM-A585 SPECIFICATION FOR ALUMINUM COATED STEEL INCH IN EIGHT FEET, AND ANTENNA SUPPORTING STRUCTURES.
3E SEEDED TO EVEN THE SURFACE AND LOOSEN THE SOIL. BARBED WIRE. C. AT CORNER POSTS, GATE POST AND SIDES OF GATE 2. FAA - FEDERAL AVIATION ADMINISTRATION A~l
~1~ SOW SEED IN TWO DIRECTIONS IN TWICE THE QUANTITY FEDERAL SPECIFICATION RR-F-191-FENCING, WIRE AND POST FRAME, FABRIC SHALL BE ATTACHED WIN STRETCHER AND ADVISORY CIRCULAR AC 70/7460-IH, OBSTRUCTION l~
TENSION BAND-CLIPS AT 15 INCH INTERVALS. MARKING AND LIGHTNG.
tECOMMENDED BY THE SEED PRODUCER. METAL (AND GATES, CHAIN LINK FENCE FABRIC AND ACCESSORIES).
I. IT IS THE CONTRACTOR'S RESPONSIBILITY TO ENSURE PART 2 - PRODUCTS D. AT LINE POSTS, FABRIC SHALL BE ATTACHED WITH BAND- 3. FCC - FEDERAL COMMUNICATIONS COMMISSION ( RAJESH SEHGAL j
'ROWTH OF SEEDED AND LANDSCAPED AREAS BY WATERING UP TO
CLIPS AT 15 INCH INTERVALS. RULES AND REGULATIONS FORM 715, OBSTRUCTION
TIE MARKING AND LIGHTING SPECIFICATIONS FOR ANTENNA
POINT OF RELEASE FROM THE CONTRACT. CONTINUE TO 2.1 FENCE MATERIAL 0#, E. ATTACH FABRIC TO BRACE RAILS, TENSION WIRE AND STRUCTURES AND FORM 715A, HIGH INTENSITY 'p" 88639
NEWORN BARE AREAS UNTIL COMPLETE COVERAGE IS OBTAINED p" ek`ENSED
tE. TRUSS R005 WITH TIE CLIPS AT TWO FOOT INTERVALS. OBSTRUCTION LIGHTING SPECIFICATIONS FOR ANTENNA
A ALL FABRIC WIRE, RAILS, POLES, HARDWARE AND OTHER NC<~ /
FIELD QUALITY CONTROL ST
. I~1: Sy0NAl
EEL MATERIALS SHALL BE HOT-DIPPED GALVANIZED. F. A MAXIMUM GAP OF TWO INCHES WILL BE PERMITTED SIR U1RE5.
~h
COMPACTION SHALL BE 95% MAXIMUM DENSITY IN B. FABRIC SHALL BE SIX FOOT HIGH BETWEEN THE CHAIN LINK FABRIC AND THE FINAL GRADE. 4 AISC - AMERICAN INSTITUTE OF STEEL IDs .1 W .hg m the d-I ss:
ICCORD WITH ASTM D-1557 FOR SITE WORK AND 95% (VERIFY W/PROJECT MANAGER) TWO-INCH CHAIN LINK CONSTRUCTION SPECIFICATI ON FOR STRUCTURAL JOINTS
ANCE INOER SLAB SLAB AREAS. AREAS OF SETTLEMENT WILL BE
0. GATES SHALL BE INSTALLED SO LOCKS ARE ACCESSIBLE USING ASTM A325 OR A490 BOLTS. w1hMEA by Rujesh Sehgd, Pl.
MESH OF NO. 9 GAUGE (0.148") WIRE. THE FABRIC FROM BOTH SIDES. 02/05/10 •
'.XCAVATED AND REFILLED AT CONTRACTOR'S EXPENSE. SHALL HAVE A KNUCKLED FINISH FOR THE TOP AND BOTTOM 5. NEC - NATIONAL ELECTRICAL CODE - ON TOWER (Rol sMie unless slged)
PROTECTION EDGES, FABRIC SHALL CONFORM TO THE SPECIFICATIONS OF H, CONCRETE FOR FENCE POSTS SHALL HAVE A MINIMUM OF LIGHTING KITS.
ASTM A-392 CLASS 1. 2.500 PSI BREAKING STRENGTH AT 28 DAYS.
PROTECT SEEDED AREAS FROM EROSION BY SPREADING C, NOT USED. 6, UL - UNDERWRITER'S LABORATORIES APPROVED DA01365B
STRAW TO A UNIFORM LOOSE DEPTH OF 1-2 INCHES, STAKE AND ELECTRICAL PRODUCTS.
E DOWN AS REQUIRED. USE OF EROSION CONTROL MESH OR D. ALL POSTS SHALL BE SCHEDULE 40 GALVA TXU COLONY
I SO~q
NIZED 3,4 PROTECTION; UPON COMPLETION OF ERECTION, INSPECT FENCE 7. IN ALL CASES. PART 77 OR THE FAA RULES AND
ULCH NET WILL BE AN ACCEPTABLE ALTERNATE. STEEL PIPE AND SHALL BE TYPE 1 ASTM A-128 AND OF THE MATERIAL AND PAINT FIELD CUTS OR GALVANIZING BREAKS WITH PARTS 17 AND 22 OF THE FCC RULES ARE APPLICABLE
ALL TREES PLACED IN CONJUNCTION WITH A LANDSCAPE FOLLOWING DIAMETER (OD PER FENCE INDUSTRY STANDARD). ZINC-BASED PAINT COLOR TO MATCH THE GALVANIZING PROCESS. AND IN THE EVENT OF CONFLICT, SUPERSEDE ANY OTHER 4350 MEMORIAL DR. OIND SET WILL BE WRAPPED, TED WlTM HOSE PROTECTED WIRE LINE 1 INCHES STANDARDS OR SPECIFICATIONS. THE COLONY, TX 75065
CURED 2 INCH X 2 INCH X 4 FOOT STEEL ANGLE CORNER 3 3 INCHES
XTSE -
XTENDINC TWO FEET INTO THE GROUND ON FOUR SIDES Of THE GATE 3 INCHES & 1990 LIFE SAFETY CODE NPPA 101.
REE.
SHEET iIR£
E. NOT USED.
ALL EXPOSED AREAS SHALL BE PROTECTED AGAINST
WASHOUTS AND SOIL EROSION. F. ALL TOP AND BRACE RAILS SHALL 1 1 DIAMETER GENERAL NOTES
SCHEDULE - 40 MECHANICAL-SERVICE PIPE. FRAMES SHALL
HAVE WELDED CORNERS.
SHEET NUMBER
N-2
J 16 - GENERAL ELECTRIC N •4
,L ELECTRICAL PROVISION 25, AL MATERIALS SHALL BE U.L. LISTED. THIS POINT IS THE MAIN GROUNDING POINT OF THE SYSTEM. HOLES. GROUND BARS SHALL BE SUPPORTED BY MOUNTING r-"
THIS WOULD TYPICALLY BE CONNECTING THE A/C SERVICE BRACKETS. USE N2 AWG SOLID T^"''`7
JITTAL OF 010 INDICATES CONTRACTOR IS COGNIZANT 26. CONDUIT GROUND AT THE COMMERCIAL POWER RISER POLE TINNED WIRE W/ 2-HOLE SHORT BARREL COMPRESSION LUGS
ALL JOB SITE CONDITIONS AND WORK TO BE PERFORMED DISCONNECT/METER BASE TO THE EXTERNAL GROUND RING. 3/8" HOLES, 1 CENTER TO CENTER SPACING). THIS
DER THIS CONTRACT. A. RIGID CONDUIT (INSTALLED IN OR UNDER CONCRETE SLABS ALL GROUNDING CONNECTIONS INSIDE OF CABINETS SHALL BE CONDUCTOR SHALL BE KEPT SEPARATE AND ISOLATED UNTIL
IN CONTACT WTH THE EARTH. UNDER PUBLIC ROADWAYS, SCRAPED TO BARE METAL AND COATED WITH NOALOX. TERMINATING AT THE MAIN GROUNDING POINT (I,E.. EXTERIOR
TRACTOR SHALL PERFORM ALL VERIFICATION IN MASONRY WALLS, OR EXPOSED ON BUILDING EXTERIOR) GROUND RING, OR BUILDING STEEL.)
ERVATIONS TEST, AND EXAMINATION WORK PRIOR TO ME SHALL BE UL LABEL GALVANIZED ZINC COATED NTH ZINC INTERIOR. 2.3 LIGHTNING CONSIDERATIONS:
RIGID CONDUIT IN CONTACT WM EARTH SHALL BE 1 3.4 SURGE ARRESTOR GROUND BAR (SAGE) ¢
ERING OF ME ELECTRICAL EQUIPMENT AND ME ACTUAL /2 LAPPED THE PURPOSE OF THE SURGE ARRESTOR GROUND EAR IS FOR
S TRUDION. CONTRACTOR SHALL ISSUE A WRITTEN MAPPED NTH HUNTS WRAP PROCESS N0. 3 LIGHTNING DAMAGE OCCURS FROM EITHER INDUCTION OR FROM LIGHTNING PROTECTION. W
ICE OF ALL FINDINGS TO THE ENGINEER USING ALL . AN ACTUAL DIRECT STRIKE TO THE BUILDING, USUALLY TAKEN U a v°s
FUNCTIONS, FAULTY EQUIPMENT AND DISCREPANCIES. THROUGH THE TOWER AND/OR ANTENNAS. STRIKES TO OTHER
8. ELECTRICAL METALLIC TUBING SHALL HAVE 11, LABEL, NEARBY OBJECTS INDUCE HIGH ENERGY INTO POWER OR THE SURGE ARRESTOR GROUND BAR IS A WI z
HTS SHALL BE VERIFIED NTH OWNER PRIOR TO FITTING SHALL BE GLAND RING COMPRESSION TYPE. EMT NEARBY O CABLES ENTERING THE BUILDING. MIS TYPE OF COPPER BAR. IT IS LOCATED ON THE WAVEGUIDE BRIDGE C O
ALLATION. SHALL BE USED ONLY FOR INTERIOR RUNS. EFFECT HISTORICALLY CA SEE SES MOST OF THE DAMAGE TO ME SHALL SUPPORT HAVE A CLOSEST TO MINIMUM THE OF (28) 3/8" EQUIPMENT. ONE 9 FACE HOLES. OF THE HOLES BAR SHALL BE
0 m U
¢ h
PLANS ARE DIAGRAMMATIC ONLY, FOLLOW AS CLOSELY C. FLEXIBLE METALLIC CONDUIT SHALL HAVE U,L. LISTED BUILDING AND ITS CONTEN IN PAIRS THAT ARE 1" CENTER TO CENTER. THE OTHER FACE ■
'OSSIBLE. LABEL AND MAY BE USED MERE PERMITTED BY CODE. 3 LL
FITTINGS SHALL BE ~JAKI- OR TIGHT FLEXIBLE CONDUIT, ALL CONDUIT SHALL HAVE FULL 3.0 STATION GROUNDING SYSTEM CSHALL AVE 3/8" 0 HOLES OAXIAL SURGE ARRESTORS. AS THE GROUND AR SHALL BE GROUND W o `a^$
TRICAL SERVICE 120 / 240 SINGLE PHASE 3 WIRE 200
SERVICE SIZE EQUIPMENT GROUND WRE. 3.1 MATERIALS: SUPPORTED BY MOUNTING BRACKETS NTH INSULATOR STANDOFFS.
. A. N2 AWG, BARE SOLID TINNED COPPER WRE, FOR ALL m
D. CONDUIT RUNS SHALL BE SURFACE MOUNTED IN CEILINGS OR A EXTERIOR CONDUCTORS AND TOWER GROUND BAR CONDUCTORS 3.5 GROUND ROD AND GROUND RING PLACEMENT:
I CONDUCTOR OF EVERY SYSTEM SHALL BE PERMANENTLY WALLS UNLESS PARALLEL INDICATED OR OTHERWISE. AT RIGHT CONDUIT INDICATED OR AS OTHERWISE SPECIFIED. GROUNDS TO THE LNAS SHALL BE
SHALL RUN PARALLEL OR A
ED IN EACH PANEL BOARD. PULL 80X, J-BOX, WITCH FLOOR OR BEAMS. VERIFY EXACT ROUTINGNGLES OF TO ALL CEILING, EXPOSED NO. 6 STANDARD GREEN INSULATED JUMPERS. THE GROUND WIRE THE OUTSIDE GROUND RING SHALL BE PLACED AROUND THE ITS
E TIC., IN COMPLIANCE NTH OCCUPATIONAL SAFETY CONDUIT WTI THE OWNER PRIOR TO INSTALLING NO TO ME MOB SHALL BE GREEN JACKETED STRANDED k2 TINNED AT A DISTANCE OF TWO (2 FEET FROM THE BITS AT A DEPTH
HEALTH ACT (0.5. H.A.). HORIZONTAL CONDUITS SHALL BE BELOW 7'-6" A.F.F. NO YORE BURNDY CONNECTED TO THE BUSS BAR AND CONNECTED OF 2'-6" OR fi" BELOW THE FROST LINE, WHICHEVER IS
SIX OR ROMEX CABLE IS PERMITTED. TO THE GROUND RING ON A GROUND ROD, DEEPER. RODS SHALL BE DRIVEN TO A DEPTH SUCH THAT TH
A TOR SHALL PROVIDE ALL LABOR, MATERIALS, E
TOP OF THE RODS IS AT THE LEVEL OF THE GROUND RING
RANGE, EQUIPMENT INSTALLATION, CONSTRUCTION E. PARALLEL UNDERGROUND CONDUIT SHALL BE PVC SCHEDULE B. N2 AWG, INSULATED STRANDED COPPER CAGE IS ACCEPTABLE CONDUCTORTHE RING. AT THE THE RODS FOLLOWING SHALL BE LOCATIONS: PLACED MINIMALLY ALONG
PROJECT N0:
S DA1365B
E TRANSPORTATION, ETC., FOR A COMPLETE AND 40 (UNLESS NOTED OTHERWISE) Ai P MINIMUM DEPTH OF FOR INTERIOR GROUND BAR CONDUCTORS ON TENANT
ERLY OPERATIVE SYSTEM ENERGIZED THROUGHOUT AND 30" BELOW GRADE -STACKED UNDERGROUND CONDUIT SHALL BE IMPROVEMENT SITES. ORAWI BY: CC
NDICATED ON DRAWINGS, AS SPECIFIED HEREIN AND/OR PVC SCHEDULE 40 (UNLESS NOTED OTHERWSE) AT A MINIMUM A. BELOW THE AREA OF THE INTERNAL MASTER GROUND BAR
)THERWSE REQUIRED, DEPTH OF 30" BELOW GRADE. (REF. DTL 5/E-2.) C, 5/8" X 8•-0" GROUND RODS OF SOLID COPPER, STAINLESS (MGB) FOR CONNECTOR TO THE MOB.
BY. RS
MATERIALS AND EQUIPMENT SHALL BE NEW AND IN F. ABOVE GROUND CONDUIT SHALL BE P.V.C. SCHEDULE 80 STEEL OR COPPER CLAD HIGH STRENGTH STEEL. CHECKED BY B. BELOW THE UTILITY RACK FOR CONNECTION TO THE MAIN
-ECT CONDITION WHEN INSTALLED AND SHALL OF ME (UNLESS NOTED OTHERWISE). BUILDING COMMERCIAL POWER DISCONNECT.
I GRADE AND OF THE SAME SAME MANUFACTURER THROUGHOUT D. ABOVE GRADE CONNECTIONS SHALL BE BURNDY HYGROU I 0 MI.Al
EACH CLASS OR GROUP EQUIPMENT MATERIALS 2]. ALL ELECTRICAL EQU
IPMENT SHALL BE LABELED WITH COs
COMPESSION. BELOW GRADE CON CONNECTIONS SHALL YS CAD AD C. BELOW THE CORNERS OF THE SITS, .L BE LISTED "J" WHERE SU SUBJECT TO SUCH APPROVAL. PERMANENT ENGRAVED PLASTIC LABELS. WELD OTHER APPROVED EXOTHERMIC WELDING SYSTEM OtC COY
SHALL MEET NM APPROVAL OF THE DIVISION FOR BOONDING A$ SPECIFIED. NOUSTRIAL SAFETY AND ALL GOVERNING BODIES HAWING 28. COORDINATE THE ELECTRICAL SERVICE NTH THE UTILITY D. AS REQUIRED TO ACHIEVE A MAXIMUM SPACING OF EIGHT A ptC CW
SDICTON. MATERIALS SHALL BE MANUFACTURED IN COMPANY, E. AT OR ADVANCED GROUNDING ELECTRODE ) (8) FEET BETWEEN GROUND RODS ALONG THE RING
7RDANCE WITH APPLICABLE STANDARDS ESTABLISHED BY AND PROVIDE DAILY UPDATES TO PM UNTIL FINAL (ACE ALL PERIMETEROAC CC/1
NEMA AND NBFU. ELECTRICAL SERVICE IS EFFECTEDCHEMICAL Gft0UN0 RODS SHALL BE UL APPROVED. 5 P CAC CCN
E. AS REQUIRED ALONG THE RING PERIMETER TO ACHIEVE 5
29. UPON COMPLETION OF WORK, CONDUCT CONTINUITY, SHORT F. SOLID COPPER PLATES OF MINIMUM 3'X3•XI/4" SIZE AS OHMS OR LESS RESISTANCE WHEN TESTED.
:DNDU INSTALLED SHALL BE SURFACE MOUNTED OR CIRCUIT, AND FALL OF POTENTIAL GROUND TESTS FOR SPECIFIED.
D7 BURIAL UNLESS OTHERW SE NOTED. APPROVAL. SUBMIT TEST REPORTS TO PROJECT MANAGER.
CLEAN PREMISES
TRACTOR SHALL CARRY OUT THEIR WORK IN ACCORDANCE F. TWO RODS LOCATED ON OPPOSITE SIDES AT EACH TOWER LEG
i ALL GOVERNING $TA7E,000NTY AND LOCAL CODES AND OF ALL DEBRIS RESULTING FROM WORK AND G. NOALOX OR APPROVED EQUAL CONDUCIVE MEDIUM MATERIAL .
LEAVE WORK IN A COMPLETE AND UNDAMAGED CONDITION. SHALL BE USED IN ALL MECHANICAL CONNECTIONS. OR MONOPOLE
G. ONE ROD LOCATED BENEATH EACH END OF THE WAVE GUIDE
O p~j
TR•A. 30. CONTRACTOR TO COORDINATE DH UTILITY COMPANY FOR H. E AWG STRANDED INSULATED (GREEN) FOR ALL INTERNAL BRIDGE OR CABLE TRAY, #p
CONNECTION OF TEMPORARY AND PERMANENT POWER TO ME i'
TRACTOR SHALL SECURE ALL NECESSARY BUILDING SITE. THE TEMPORARY POWER AND ALL HOOKUP COSTS TO BE EQUIPMENT GROUNDING. H. WHERE APPLICABLE,ONE 100 LOCATED ADJACENT TO THE
'.MI TS AND PAY ALL REQUIRED FEES. PAID BY CONTRACTOR. STANDBY GENERATOR, AND ONE ROD LOCATED d m~.
1. MECHANICAL FASTENERS (I.E.. DOUBLE LUGS. SPLIT BOLTS J j
PLETE JOB SHALL BE GUARANTEED FOR A PERIOD O GROUNDING
F PARALLEL CONNECTORS) SHALL BE BRONZE, BRASS, COPPER LOCATED ADJACENT TO THE FUEL TANK IF THE GENERATOR ___I•
YEAR YEAR AFTER THE DATE OF JOB ACCEPTANCE BY STANDARDS TANK ARE SEPARATED BY MORE THEN EIGHT (8) FEET.
OR STAINLESS STEEL AND HAVE NOALOX BETWEEN CONDUCTOR
IER. ANY WORK, MATERIAL OR EQUIPMENT FOUND TO BE 1.0 DEFINITIONS AND CONNECTION. I. ONE ROD LOCATED AT THE BASE OF THE TOWER FOR ME
LTY DURING THAT PERIOD SHALL BE CORRECTED AT AGE.
:E, UPON WRITTEN NOTIFICATION, AT THE EXPENSE OF AC3 ANTENNA GROUND BAR J. BOLTS, NUTS AND SCREWS USED TO FASTEN MECHANICAL 3.6 TOWER GROUNDING: 2
CONTRACTOR. AWG AMERICAN WRE GAUGE CAD WELDING AN EXOTHERMIC CONNECTORS SHALL BE STAINLESS STEEL WTH STAR TYPE
CABS WELDING AN EXOTHERMIC' WELDING PROCESS WHICH STAINLESS STEEL LOCK WASHERS.
CONDUIT SHALL HAVE A PULL NRE OR ROPE. CREATES POSITIVE CONTACT OF POSITIVE CONTACT OF ALL MONOPOLES SHALL HAVE TWO GROUND R005 (MINIMUM), ALL
OTHER TOWERS SHALL HAVE TWO GROUND RODS PLACED AY THE
VIDE PROJECT MANAGER NTH ONE SET OF COMPLETE GROUNDING CONDUCTORS K, ALL LUG TUBE FASTENERS SHALL PROVIDE TWO HOES TO BASE OF EACH TOWER LEG. EACH MONOPOLE OR TOWER LEG
"TRICAL "AS INSTALLED" DRAWINGS AT THE EMT ELECTRICAL METAL TUBING (LIGHT GAUGE METAL CONDUIT) ALLOW A DOUBLE BOLT CONNECTION. SHALL BE BONDED TO THE SYSTEM NA TWO M2 BARE TINNED
ITINGS N OF THE JOB, SHOWING ACTUAL DIMENSIONS, MOB MASTER GROUND BAR SOLID COPPER CONDUCTORS. BURNDY CONNECT ME CONDUCTORS V
TWIGS AND CIR
CUITS. 3.2 MASTER GROUND BAR (MGB): TO ONLY STRUTURAL BASE PLATES OR LUGS OR EARS AS MAY BE PVC POLY VINYL CHLORIDE CONDUIT PROVDED, NO BURNDY CONNECTIONS SHALL BE MADE TO THE BROCHURES, OPERATING MANUALS. CATALOGS, SHOP RFI RADIO FREQUENCY INTERFERENCE THE PURPOSE OF THE MASTER GROUND BAR IS TO GROUND THE VERTICAL WALLS OF THE STRUCTURE. NEVER GROUND TO HOLLOW
sU
LEG MEMBERS.
JOB C
WNGS. ETC, SHALL BE TURNE
BiS AND ANY OTHER METALLIC OBJECTS AROUND THE BITS. ~lf~
D OVER i0 THE OWNER OB COMPLETIOONN. . THOU LETTER TYPE DESIGNATION FOR CONDUCTOR INSULATION THAT
IS A MOISTURE AND HEAT RESISTANT THERMOPLASTC WITH / RAJESH SEHGAL
A MAXIMUM OPERATING TEMPERATURE OF 75 DEGREES IF AN MOB IS NOT PROVIDED NTH ME BTS, THE MOB SHALL
T_ TAP CONNECTIONS ALL MULTI- CIRCUITS WITH BE AS FOLLOWS: 3.7 ANTENNA GROUNDING: 88639 •Q'
IMON NEUTRAL CONDUCTOR FOR LIGHTING FIXTURES. CELSIUS ME MOB IS A COPPER BAR. MEASURING 4"W % 24"L X 1/4 0 00 C/
T/I TENANT IMPROVEMENT OR 167 DEGREES FAHRENHEIT. EACH ANTENNA COAXIAL CABLE SHALL TYPICALLY BE GROUNDED
LOCATED AS CLOSE TO THE STS AS POSSIBLE. ME MOB SHALL SS%
CONDUCTORS SHALL BE COPPER. TF • CENS~.G
HAVE A MINIMUM NUMBER OF 28 EACH 3 AT THREE POINTS USING A HARD-SHELL COAXIAL CABLE KIT FROM ONAIE
2,0 BACKGROUND /8" HOLES. GROUND BAR THE MANUFACTURER OF THE ANTENNA CABLE. ATYPICAL \\1~ r
SHALL BE SUPPORTED BY MOUNTING BRACKETS WITH INSULATOR
CIRCUIT BREAKERS, FUSES AND ELECTRICAL 2.1 AREAS OF CONCERN: WHEN DESIGNING A GROUNDING SYSTEM STANDOFFS. (2) /2 TINNED SHALL BE MECHANICALLY ATTACHED (2 INSTALLATION SHALL BE AS FOLLOWS: gryerthq
IPMENT SHALL HAVE AN INTERRUPTING SHORT CIRCUIT the sed mGds dowmml e
RENT TO WHICH THEY MAY BE SUBJECTED, AND A FOR A MOBILE RADIO FACILITY THERE ARE FOUR INTERRELATED HOLE COMPRESSION LUG 3 HOLES, 1'• CENTER TO CENTER A. THE FIRST GROUND CONNECTION SHALL OCCUR AS CLOSE TO THE wUm¢ed by Roje$ $engd, P.E
MUM OF 10,000 A.I.C. AREAS OF CONCERN. THE BASIC OBJECTIVE FOR EACH IS: SPACING) i0 THE MOB AND D D OM LEADS THEN TAKEN THROUGH ANTENNA AS POSSIBLE, BELOW THE FIRST POINT THE 02/05/10
CONDUIT TO TIE GROUND RING, THIS CONDUCTOR SHALL BE KEPT COAX CABLE BEGINS TO RUN VERTICAL DOW) THE TOWER, THIS (W wlld unlev agned)
A. LIGHTNING PROTECTION - TO MAINTAIN ALL EQUIPMENT AT SEPARATE AND ISOLATED UNTIL TERMINAING AT THE MAIN GROUND SHALL TERMINATE DIRECT TO THE TOP AGE. ON A
ENTIRE ELECTRICAL INSTALLATION SHALL BE THE SAME POTENTIAL DURING A UGHTNING IMPULSE. CROUNOINC POINT, (I.E. EXTERIOR GROUND RING OR BUILDING
T/I, GROUND TO ME AGO AT THE ANTENNA MOUNTS.
URGED A REQUIRED BY AL APPLICABLE CODES. STEEL). O. THE SECOND GROUND SHALL BE MADE AT ME BOTTOM OF THE DA01365B
:H, REPAIR AND PAINT ANY AREA THAT HAS BEEN B. RFI FOR NOISE INDUCTION CONTROL - TO ESTABLISH THE VERTCAL RUN OF TIE COAXIAL CABLE AS IT TURNS OUT AWAY '()(U COLONY 50
ACED IN THE COURSE OF THE ELECTRICAL WORK. LOWEST POSSIBLE IMPEDANCE AMONG ALL EQUIPMENT, 3.3 ANTENNA GROUND BAR (AGB):
FROM ME TOWER TOWARDS THE 8i5. THIS GROUND SHAH BE
TRATIONS IN FIRE RATED WALLS SHALL FIRE C. ELECTROSTATIC CONTROL - TO REDUCE ELECTROSTATIC THE PURPOSE OF THE ANTENNA GROUND BAR IS PRIMARILY FOR TERMINATED AT THE AGE. THE AGO SHALL HAVE TWO (2)
PED IN ACCORDANCE NTH APPLICABLE LOCAL DISCHARGE PROBLEMS. LIGHTNING PROTECTOR. COAXIAL CABLE IS USUALLY THE ONLY LEADS OF p2 AWG BARE TINNED SOLID COPPER WRE, AND SHALL
PEG
4350 MEMORIAL OR.
DING CODES. ITEM GROUNDED TO MIS BAR. HOWEVER IT IS ACCEPTABLE TO TERMINATE AT THE TOWER GROUND RING. THESE SHALL BE INCASED IN
D. PERSONNEL SAFETY - TO MAINTAIN A MINIMUM VOLTAGE BOND EXTERIOR; CABLE TRAY, WAVE GUIDE PORTS AND PVC PIPE. THE COLONY, 1X 75065
AND CABLE CONDUCTORS SHALL BE COPPER M12 AWG DIFFERENCE BETWEEN ANY TWO METALLIC OBJECTS WHICH CANTILEVERED WAVE GUIDE BRIDGES TO THE AGE, - C. THE THIRD GROUND SHALL BE ON THE SURGE ARRESTOR GROUND
,AND UNLESS SPECIFICALLY NOTED OTHERWISE ON PERSONNEL MIGHT CONTACT SIMULTANEOUSLY, / SHEET nnCOPP BAR F
THE NE MICHI THE COAXIAL CAB EE FROMNME"ANTENNAS ARE4" BE ATTACHED TO THE CABLE ON STRAIGHT RUNS (NOT WITHIN
2.2 A/C GROUNDING: PRIMARILY GROUNDED. THERE SHALL BE TWO AGES, ONE LOCATED BENDS) AND BE WEATHER PROOFED PER THE MANUFACTURES SPECS,
1NDINC CONDUCTORS SHALL BE SOLID TINNED COPPER AT ME TOP OF THE TOWER AT THE START OF THE VERTICAL RUN THE SURGE ARRESTORS SHALL BE GROUNDED TO THE GROUND BAR. THE GENERAL NOTES
SS OTHERWISE NOTED IN MIS GROUNDING SYSTEM THE A/C SERVICE GROUND SHALL OF COAX, THE OTHER AT ME BOTTOM OF THE VERTICAL RUN OF SAGE SHALL HAVE TWO (2) LEADS OF Q2 AM BARE TINNED SOLID
:R SOCKET AMPERES, VOLTAGE, NUMBER OF PHASES BE KEPT ISOLATED FROM THE EQUIPMENT FRAME WORK AND COAX BEFORE IT MAKES ITS BEN.. (IF ME TOWER IS OVER 200 FEET COPPER WRE, AND SHALL TERMINATE AT THE TOWER GROUND RING.
LIGHTNING PROTECTION GROUND SYSTEMS EXCEPT FOR ONE THERE SHALL BE A THIRD AGE LOCATED AT HE MIDDLE OF ME THESE SHALL BE INCASED IN PVC PIPE.
LL BE AS NOTED ON THE DRAWINGS, MANUFACTURED BY SPECIFIC POINT. TOWER). ME AGE SHALL HAVE A MINIMUM OF 28 EACH 3/8"
JARE D COMPANY', OR APPROVED EQUAL. SHSST uuMeEH
N-3
GROUNDING STANDARDS (CONTINUED) 3.17 TENANT IMPROVEMENT SITE GROUNDING:
3.8 PERIMETER FENCE GROUNDING: FOR ROOF TOP ANTENNA INSTALLATIONS ADDITIONAL ANTENNA 8. AN ACTIVE TYPE CHEMICAL ROD SYSTEM MAY BE USED.
GROUND BARS MAY HAVE TO BE INSTALLED AT EACH ANTENNA THIS IS AN ENGINEERING JUDGMENT AND SHOULD BE USED
A. CORNER AND END POSTS MOUNT LOCATION. ALL ANTENNA MOUNTS SHALL BE GROUNDED ONLY WHERE NECESSARY, DUE TO EXPENSE. IN ALL CASES, THE
ALL FENCE CORNER AND END POSTS (MINIMUM ORFETWO) SHALL WITH A ,p2 AWG CONDUCTOR CONNECTED TO THE NEAREST STANDARD PRACTICES OUTLINED IN THIS DOCUMENT SHOULD BE
HAVE ONE ST SOLID TINNED COPPER GROUND `GROUND BUILDING STEEL OR THE AGB INSTALLED AT THE MOUNT. FOLLOWED TO THE EXTENT THAT IS APPLICABLE, AND SHOULD BE
INTERMEDIAT THESE 120 STSLISHALL GROUND BE RO CECTED TO THE G RING ALL BUSS BARS. BOTH MOB AND ACB(S), SHALL BE MODIFIED AS TO TIE QUANTITY OF GROUND RODS AND ~
WITH A SOD TINNED 'NN COPPER GROUND WIRE AND INDEPENDENTLY TIED TO THE NEAREST BUILDING STEEL OR DESIGNATED CONDUCTOR SIZE ONLY AS RECOMMENDED BY THE
TO THE E DS IF THE DISTANCE FROM THE POST MANUFACTURER OF RTE GROUND ROD SYSTEM.
GROUND RING EXCEEDS 8 FEET. IN NO CASE SHAD. GROUNDING SYSTEM, NO GROUND WIRE IS TO CONNECT THE BUSS BARS n
ANY PORTION OF THE SAME FENCE REMAIN DISCONNECTED FROM TOGETHER. ACS(5) MAY BE HOME RUN BACK TO THE MGB
THE GROUND RING. WHERE NO BUILDING STEEL IS AVAILABLE, C. A SYSTEM UTILIZING CORED SHAFTS, STANDARD GROUND w
RODS ON A TYPICAL LAYOUT, WITH A BENTONITE (CLAY) BACKFILL
9. GATE POSTS IN THIS CASE EACH GROUND RO0 SHOULD BE TESTED
GATE POSTS SHALL BE GROUNDED TO EACH OTHER TO ENSURE THE 3.18 LIMITS OF BEND RADIUS: INDIVIDUALLY, AND EACH ROD SHOULD HAVE AN ACCESS BOX EN TIRE FENCE HAS ELECTRICAL CONTNUITY. CONNECTIONS SHALL PLACED FOR FUTURE TESTING. ` ? 3
BE DRILL AND TAP WITH BURNDY TYPE KC22 TO THE POST WITH IT IS IMPORTANT THAT THE GROUNDING CONDUCTOR CONNECTNG THE
A N2 AWG BARE SOLID TINNED COPPER WIRE. INSIDE AND OUTSIDE GROUND SYSTEMS BE AS STRAIGHT AS POSSIBLE, r
C. GATES WITH NO TURN OR BEND SHORTER THAN ONE FOOT RADIUS WITH A 3.22 HIGH RISE BUILDING:
GATES SHALL BE BONDED TO GATE POSTS WITH A 18" BRAIDED THREE FOOT RADIUS PREFERRED. NO RIGHT ANGLE OR SHARP BENDS
STRAP TYPE BO18G92. THE CONNECTONS SHALL BE BURNDY 2 SHALL BE ALLOWED. A. HIGH RISE BUILDINGS PRESENT A UNIQUE PROBLEM IN
HOLE LUGS (318" HOLES, 1" CENTER TO CENTER) BOLTED GROUNDING. A FACILITY INVESTIGATION SHOULD BE MADE INTO
THROUGH EACH POST. 3.19 BONGING PREPARATION & FINISH: THE STRUCTURE OF THE BUILDING. AND AS TO THE POSSIBLE v
ALL SURFACES REQUIRE PREPARATON PRIOR TO BONDING OF EITHER PRESENCE OF AN EXISTING LIGHTNING PROTECTION SYSTEM. IF
ONE IS IN PLACE AND APPEARS ADEQUATE IN DESIGN, IT WILL
3.9 GENERATOR FUEL TANK GROUNDING: CAD WELD OR BURNDY FASTENERS. GALVANIZED SURFACES SHALL BE NECESSARY TO CONNECT THE ANTENNA SYSTEM TO THE
BE GROUND OR SANDED TO THE POINT OF EXPOSING THE STEEL EXISTING SYSTEM, WITH A TEST TO THE SYSTEM AFTER INSTALLATION PROJECT N0: 0A13658
THE GENERATOR FUEL TANK, IF REQUIRED, SHALL BE CONNECTED IN AT SURFACE BELOW, PRIOR TO BONDING THE GROUND CONDUCTOR. FOR TO ENSURE THAT IT HAS NOT CAUSED THE SYSTEM TO EXCEED 5 OHMS,
LEAST ONE PLACE TO THE MAIN EXTERIOR GROUND RING, y2 AWC BARE OTHER SURFACES INCLUDING COPPER BUSS BARS ALL PAINT, RUST
SOUD TINNED COPPER WIRE SHALL BE BURNDY CONNECTED TO ONE TARNISH AND GREASE SHALL BE REMOVED PRIOR TO BONDING THE DRAYM BY: CG
SUPPORT LEG OF THE FUEL TANK AND CAD WELD TO THE NEAREST GROUND CONDUCTOR. B. STRUCTURAL STEEL BUILDINGS: IF THE BUILDING IS BUILT
EXTERIOR GROUND RING GROUND ROD. CAD WELD TYPE BONDS SHALL BE FINISHED WITH THE APPLICATION OF STRUCTURAL STEEL, IT MAY BE POSSIBLE TO GROUND THE CHECKED BY'. RS
3.10 EQUIPMENT OF COLD GALVANIZATON AND WHEN APPLICABLE, FINISH PAINTED ANTENNAS TO THE BUILDING SITE. IT IS PREFERABLE TO GROUND
ROOM GROUNDING: WITH AN APPROPRIATE COLOR AS REQUIRED. THE ANTENNAS AND THE SITE TO A DIRECT EARTH CONNECTON.
THE MASTER GROUND BAR MECHANICAL TYPE BONDS ON BUSS BARS SHALL BE FINISHED W TH BY USE OF SEPARATE DOWN LEADS OF CONSIDERABLE SIZE (250 I01 0 flEN5E0 RNA15
(MGB) SERVES AS THE COLLECTON POINT THE APPLICATION OF NOALOX OR OTHER APPROVED CONDUCTIVE WON OR LARGER) COMING FROM GROUND BUSS BARS TO 9 1 0 AENSEO PREIAI D)s
FOR THE BTS AS WELL AS ALL INTERIOR NON-ELECTRICAL GROUNDED MEDIUM MATERIAL BETWEEN CONNECTOR AND BUSS BAR. COLLECT THE GROUND INPUT, AND RUN DOWN A VERTICAL SHAFT 8 1011/09 AEV FlNALS PER OAC CCI.
METAL MATERIALS; HVAC GRILLS, DOOR FRAMES/DOORS, TELCO MECHANICAL TYPE BONDS ON ALL OTHER SURFACES SHALL BE OR STAIRWELL TO A PATTERN OF NO LESS THAN FOUR GROUND 7 9 21 09 AEV FlNAIS PBt ORC O7L
BOARD, UNISTRUTS, CABLE TRAYS, ALARM JUNCTION BOX, ETC., SHALL FINISHED WITH THE APPLICATION OF COLD GALVANIZATION AND OR THE RODS. WHERE PRACTICAL, THE BUILDING STEEL SHOULD BE
BE GROUNDED WITH a6 AWG STRANDED (GREEN) GROUND WIRES APPROPRIATE PAINT TO MATCH AS REQUIRED. BONGED TO THE GROUND RING WITH A SEPARATE LEAD TO THE 6 9/IB 09 REV FXVAIS PER CRC COL
WITH INDIVIDUAL RUNS BACK TO THE MGB. (THE CABLE TRAY, GROUND ROD FIELD. 5 7 2T 09 fd:V FlNAL$ PEA qTC COL
DOOR/FRAME AND UNISTRUT MAY BE JUMPERED TOGETHER AND HAVE
A SINGLE GROUND WIRE CONNECTION TO THE MGB.) 3.20 TESTING:
C. STRUCTURAL CONCRETE BUILDINGS ARE MORE DIFFICULT TO
THE OUTSIDE GROUND RING SHALL BE TESTED AFTER INSTALLATION BUT GROUND PROPERLY. THE ANTENNAS SHOULD BE GROUNDED TO
3.17 WALL PENETRATIONS SLEEVES: A SEPARATE BUSS BAR AND DOWN LEAD WHERE THE COAXIAL
PRIOR TO LLI THE GROUND RING TRENCH. THE GROUND FIELD CABLES ENTER THE BUILDING. THE DOWN LEAD SHOULD BE RUN
INSTALL PER CONSTRUCTION DRAWINGS.
RESISTANCE E SHALL MEASURE 5 OHMS OR LESS TO GROUND. ANY
DIFFICULTY IN ACHIEVING THIS LEVEL OF RESISTANCE MUST BE IN A SIMILAR FASHION AS IN THE STRUCTURAL STEEL EQUIPMENT
3.12 A/C COMMERCIAL POWER GROUNDING CONNECTIONS: BROUGHT TO THE ATTENTION OF THE PROJECT MANAGER. THE ROOM. THE DOWN LEADS SHOULD BE PROTECTED IN CONDUIT
RESISTANCE TO GROUND SHALL BE MEASURED USING RTE FALL OF AND SHOULD BE INSTALLED AS FAR APART AS IS PRACTICAL FROM RE
AT THE ON-SITE RISER POLE LOCATION OR UNDERGROUND SERVICE POTENTIAL METHOD, TESTING SHALL BE PERFORMED BY AN OWNER EACH OTHER. THE SEPARATE DOWN LEADS SHOULD NOT CONTACT m
ENTRANCE LOCATION, THE A/C SERVICE SHALL BE MECHANICALLY PROVIDED INDEPENDENT TESTING LABORATORY FROM WHICH A WRITTEN EACH OTHER UNTIL CONNECTION WITH THE FIRST GROUND ROO.
BONDED TO THE A/C SERVICE ENTRANCE GROUND AS SPECIFIED BY REPORT SHALL BE PRODUCED FOR REVIEW BY THE PROJECT MANAGER. ~
THE NATIONAL ELECTRIC CODE, ARTICLE 250, AND/OR APPROPRIATE w~F
LOCAL CODES, A SEPARATE GROUND ROD SHALL BE PROVIDED AT THIS 3.21 SPECIAL CONDITIONS:
POINT, AND SHALL BE CONNECTED TO THE EXTERIOR GROUNDING RING. )iw A SEPARATE A/C SERVICE GROUND AND NEUTRAL SHALL THEN BE WHEN SOIL CONDITIONS EXIST (I.E., NON-COMPACTABLE ROCK, GRAVEL,
ROUTED TO AND CCNNEC TEO TO THE MAIN DISCONNECT INSIDE THE SHALE, ETC.) THAT PREVENTS THE INSTALLATION OF THE STANDARD
BUILDING (WHERE APPLICABLE) OR AS REQUIRED BY LOCAL AUTHORITY. GROUNDING SYSTEM AND PROCEDURES, THEN VERBAL PROCEDURES
SHALL BE REQUESTED BY THE PM.
3.13 GENERATOR RECEPTACLE GROUNDING: THE GENERATOR RECEPTACLE (RUBBLE PLUG) SHALL BE GROUNDED 3.21.1 EXTERNAL GROUND RING
TO THE EQUIPMENT GROUND RING. ME EXTERNAL GROUND RING SHALL EXTEND TO THE MAXIMUM '
ALLOWABLE DEPTH IN 95X COMPACTABLE SOIL S*~
57p s,,'.
3.14 COAX BRIDGE / CABLE TRAY GROUNDING : 121.2 GROUND RODS (REPLACEMENT)
~
BOND THE COAX BRIDGE OR CABLE TRAY TO THE AGB WITH ,y6 ~ RAJESH SEHGAL
STRANDED INSULATED GREEN WIRE. THESE CONNECTIONS SHALL BE DOUBLE WHEN GROUND RODS CANNOT BE DRIVEN INTO THE SOIL VERTICALLY TO ~..A
LUG BOLTED / SCREWED MECHANICAL CONNECTIONS WITH STAR LOCK A DEPTH DESCRIBED IN PARAGRAPH 3.5, AND REMAIN IN 959 + P. 88639 r~tr~
WASHERS AND NOALO%. ALL BRIDGE SPLICES SHALL HAVE JUMPERS COMPACTABLE SOIL, THEN THE FOLLOWING METHODS OF SUBSTITUTION , ~.~,.!cENS.:2'1
OF k6 STRANDED INSULATED GREEN WIRE. MAY BE USED. THESE ARE SUGGESTED METHODS ONLY, AND EACH ~~_KC~`~NG\
CASE SHOULD BE REVIEWED BY THE VOICESTREAM PCS PROJECT l~
3.15 CAD WELD & BURNOY CONNECTION: MANAGER, THE PURPOSE IS TO ACHIEVE THE LOWEST IMPEDANCE TO
CAD WELDS GROUND, IN ANY CASE, EQUAL TO OR LESS THAN 5 OHMS. N SW appemng M Ah dxumml
BOND ALL UNDERGROUND AND DAMP LOCATION N CONNECTIONS, SHELTER 3.21.2.1 ROCK NTH SOME OR NO SOIL COVER w
(EXOTHERMIC WELDS) AND O CONNECTIONS SHALL aubmd by RoIed15bh9d, RE, SKID GROUNDS, TOWER OR MONOPOLE GROUNDS, FENONG CORNER AND FOR (nol valid unless01/05/10sgaed)
AND CATE POSTS, ANTENNA GROUND BARS, (AGB) SURGE ARRESTER SITES WHICH HAVE SOIL CONDITIONS WHICH CONSIST OF
GROUND BAR, AND THE MASTER GROUND BAR (MGB). MECHANICAL SOLID OR SEMI SOLID ROCK BELOW ABOUT THREE FEET OF
CONNECTIONS SHALL BE TYPICALLY USED TO BOND ALL INTERIOR COMPACTABLE SOIL, A COMBINATION OF METHODS MAY BE DA013666
EQUIPMENT, COAX CABLE BRIDGES AND COAXIAL CABLE GROUND KITS. USED: -
ALL LUG TYPE MECHANICAL CONNECTORS TO THE MGB OR AGO SHALL BE TXU COLONY S0~4
THE TWO HOLE TYPE CONNECTED WITH STAINLESS STEEL BOLTS AND NUTS A. A COMBINATION OF SHORT GROUND RODS MAY BE USED
WITH STAINLESS STEEL LOCK WASHERS AND NOALOX ON EITHER SIDE OF WITH 3' SQUARE 1/4" COPPER PLATES. A MINIMUM OF TWO
THE BUSS BAR. PLATES SHOULD BE USED AND SHOULD REPLACE GROUND RODS
ON AN EQUIVALENCY OF TWO GROUND ROD LENGTHS PER COPPER 4350 MEMORIAL DR.
THE CMONY, T%79066
S.16 CHEMICAL GROUND RODS: LA E. THE COPPER PLATE SHOULD BE PLACED IN A MINIMUM
3" SENTONITE BASE AND COVERED NTH 3" OF BENTONITE FILL
CHEMICAL GROUND RODS SHALL NOT BE INSTALLED ON GROUND RING PRIOR OR TO TO BA CKFILL SHEET nM1E
INSTALLATIONS WTH NORMAL SOIL. CHEMICAL GROUND RODS SHALL
SINGLE ONLY NLY FOR SPECIAL DESIGN APPLICATIONS THAT REQUIRE
POINT GROUNDING DUE TO SPECIFIC SITE TE CONDITIONS.
GENERAL NO1E5
SHEET NUMBEN
N -4
:ATp1 ~ TO Q A~MD ,TG 0 96
.ff Y41PW N~I AL OI / /
E 10 PROYOF ALL /
fim k 16' YATpUI1 / ~ ~a _
k PflAtED NIFOWAPE / / /r f '
/ 2 Q
_ NEW AC / 0 Z
CURB-CUT ~SSq p ¢ p S
/ PER CITY OF THE COLONY °AO m <
PAVEMENT STANDARDS a S2 .
(E) CONC.
/ NEW PIPE GATE CURB / t
PIPE FENCE
1W
UPL. POLE \ a+./ PROJECT NO: DA13656
(E) I TXU SELF SUPPOR POWER TOWER
NTH NEW SEC R MOUNTS FOR DRANK BY: CO
(9) ANEL ANTENNAS
(3) ACTIVE ANT HAS PER SECTOR NEW IS' tMDE CHECKED BY: RS
SECTOR A. 0 75' RAID CENTER / LICENSE ACCESS
/ ' / 101 10 AENSFD FlNALS
SECTOR e, I ' ®75' FAD CENTER Fr IW WIDE CONCRETE 6
SECTOR C. 0' 0 75' RAD CENTER / / • ARIVEAY 9 Z 0 AENSEO PAELM COs
BOUNDARY f B 10/7P/09 AEV FlNALS PER ORC COMM
(E:) /POPERTY
\ / 7 9 41 09 AEV FlNAL6 PER ORC CGlM
tF 6 9/18/09 AEY FlNALS PER DAC COYM
/ ?Ja' i j l ~ / ' / 5 7 09 AEV FlNALS FER OAC COPY
(E) OVERHEAD
POWER UNE /
'LI 20'X15' / ' ` / / y LL
/ /NE CENSEAW
REA
WIT' 8' HIAl 'CHAINLINK FENCE
FOR OUTDOOR EQUIPMENT
NEW,[:ANDSCAPING
/ B/: 1:10 RAD i i,/ /
/NEWS WIDE
/UTILITY LCENSE `Vy ~a
EASEMENT 1 / / .
(E) T' co / . ~ ~ j.. /e:°, AN
PEDESAL
nNEWITY ILI W1DE EASEMENT j
ORAJESH SEHGAL~
/z' \ !UTIL
88639
r
1 ~~6NSE°.• f
/ NEW (2) 03-0 1 BURIED SCHAO
PVC CONOUIT FOR EELCO
/ TOT DEMARC
'O WTiH MULETAPE APE AND CAP
~ ~ \ /OSLq%
/ - 135'1 RUN me sed sppm4 on M dam t rm.
auUaNad by Rajah Sahgd, P.E.
OY X5/10
/ (E) 6' CONCRETE (ool wld less Sod)
(E) HIGH VOLTAGE o NEW (1) 3"0 BURIED SCHIO CURB
/ POWER UNES g' PVC CONDUIT FOR POWFRTO
\
POWER SOURCE - 765'1 RUN A ' DA01365B
/ o (NOTE: G.C. TO PRONDE cs>RDUCrofts o TXU COLONY 50/4
FROM TRANSFORMER Tq.MEIER BASE.) /
9350 MEMORIAL DR.
THE COLONY, TX 75065
\q~\ SHEET RRf
OVERALL SITE PLAN
/ GGGVVVV
lE BUILDING
s "
...../or (E) POWER
f / 8, TRANSFORMER SHEET rvuMeER
NORTH
i / % GRAPHIC 6CAUE:1".~0' C-1
/ NEW 65' HIGH j
POWER MOUNT / / M
0
• WITH FIXINOAnON /
/ (DESIGN BY OTHERS)
(E) 106' TXU SELF SUPPORT
LATTICE TOWER /
(E) CONCRETE a 2
FOOTING 4
m
U w 0
/ NEW LA DOE TOWER,
UNIVERSAL SECTOR FRAMES
W/ (9) PANEL ANTENNAS / M j m t`
(3) ACTIVE ANTENNAS PER SECTOR / 0
SECTOR A, C' ® 75' RAO CENTER
SECTOR B. 120' 11 75' RAO CENTER /
~bC SECTOR C. 240' ®75' RAO CENTER <4 /
NEW 24" WIDE
CABLE BRIDGE < x
W/ SUPPORT POSTS / m
t may. / /
#m v)
+ix ^ / i PROJECT NO: DA13658
4
x y+~ ~ ....t DRAWN BY. CO
yy k yC,~ j~0 / it
CHECKED BY: RS
d NEW LANDSCAPE k ,iy'% ~5~' 0 /
t HEDGES + k y^ / 10 0 AENSID FlNALS
µ
1 \ / 7 9 2i 63 AEV FlNALS PER qtC Cq.!
~ ) \ k ~ / j 6 9/18/09 AEV FlNALS PER ONC Cq.4
, , / / 5 721 O9 REV FlNALS PER ORC CUf~
KX~
/ NEW 75' WIDE
,t + ACCESS LICENSE
NEW (2) 3"m BURIED SCH,4O y+... / / \ AREA o i / / :7m
PVC CONDUIT FOR TELCO
TO TELCO DEMARC
NTH MULE TAPE AND CAP
- 135'4 RUN
1 V• NEW 11-RIME \VV i
W/ PRO UNIT N 12• WIDE \ NEW 12' WIDE /
/ y °~E NV DNEW WDLE SVNG CONCRETE DRIVEWAY
/NEW METER/ 1 ACCESS CATS CAIE /
DISCONNECT 11 0 i
I /
x~y_J
WITH m' •P , y~ \ p'`' r,, : w*4
NEW 2 T-MOB4E LICENSE AREA
WTH 7' HIGH CHAINLINK FENCE ENCE
, i +i \ `v ~ ~ / i ~ RAJESH SEHGAL'
..;......88639.....;
,1!~'m~.~~ x+x ~k / \ x'A ~ / f~~p••</CENSEO ~c~'
, ...I /
µl.F NEW CRUSHED ROCK /0,O
BASE INSIDE COMPOUND ~y x• y*' C` V~ / the xA Tpemng w this 6-t xt
' 73`0" aIh i,.d by ho S69d, P.E.
NEW 10'x15' GRATED A /
STEEL PLATFORM ~.1(.}L'~ _X x \ Q\ oY QJ~ O _ i (al w~d uole~~
e• / \ , DA01365B
d w + A\ /e i TXU COLONY 50/4
9350 MEMORIAL DR.
ANALYSIS AND DESIGN OF TOWER AND A\ \ III THE COLONY, T%75065
FOUNDATION BY OTHERS. NO ERECTION OR -
1
MODIFICATION OF TOWER AND FOUNDATION w x J\\ SHALL BE MADE WITHOUT APPROVAL OF ~F x NEW NNE 1
STRUCTURAL ENGINEER. ~y unUtt a AREA o~ j i sHCCr nnL
/6/ \ 1 / ENLARGED SITE PLAN
" ROM NEW (1) 3"0 BURIED SCH.40 0 \ ~N / ~
PVC CONDUIT FOR POWER'
OWER TO
T-MOBILE TO PROVIDE ALL POWER SOURCE - 185'2 RUN
OR TH TOWER STEEL k RF MATERIAL (NOTE: G.C. TO PROVIDE CONDUCTORS \ A\ SHEET NNMaER
FROM TRANSFORMER TO METER BASE) & \ / I
c scu_ E:G.C. TO PROVIDE ANTENNA
MOUNTS dt RELATED HARDWARE,,
B i i
ANALYSIS AND DESIGN OF TOWER AND FOUNDATION BY OTHERS. COAX CABLE IDENTIFICATION
NO ERECTION OR MODIFICATION OF TOWER AND FOUNDATION CONTRACTOR MUST PROVIDE EASY IDENTIFICATION AND UNIFORM MARKING
SHALL BE MADE WITHOUT APPROVAL OF STRUCTURAL ENGINEER. OF ANTENNA CABLING. PER THE FOLLOWING INSTRUCTIONS:
1. LOCATION: MARKINGS SHALL BE MADE USING COLOR TAPE W/ 3" OF
NOTES: COVERAGE AFFIXED AT THREE PLACES ON THE COAX CABLE RUN
AS FOLLOWS:
h'A
1.) THE SIZE, HEIGHT, AND DIRECTION
OF THE ANTENNA SHALL BE FIRST-ON THE COAX AT THE CONNECTOR NEAREST a
AO DUSTED TO MEET SYSTEM g 2
REQUIREMENTS. THE ANTENNA (WHERE THE COAX AND JUMPER ARE CONNECTED). G C
V Q r
2.) CONTRACTOR SHALL VERIFY HEIGHT OF SECOND - AT THE BASE OF THE TOWER STRUCTURE. (FOR m y Z
ANTENNA WITH T-MOBILE RE DATA Tj sM _
SHEET. TOWERS ONLY), E O_ 0
3.) CONTRACTOR SHALL VERIFY THIRD - AT A POINT OUTSIDE THE SITE. (JUST PRIOR TO MGB LL
HEIGHT AND DIRECTION OF ) Y m
MICROWAVE DISHES WITH p m
T-MOBILE RF DATA SHEET. 2. SECTOR IDENTIFICATION: NORMALLY A SITE WILL HAVE UP TO
THREE SECTORS. SECTORS SHALL BE DESIGNATED 0
4.) ALL ANTENNA AZIMUTH TO BE IN A CLOCKWISE MANNER: THE ALPHA SECTOR IS
FROM TRUE NORTH. CLOSEST TO ZERO DEGREES (NORTH) THE BETA AND GAMMA
T FOLLOW CLOCKWISE IN SEQUENCE.
c u
NEW LATRCE
TIWER
UNIVERSAL SECTOR CTOR FRAMES ^`..r s. ALPHA SECTOR - RED
W/ (9) PANEL ANTENNAS " H' PROJECT N0: DA13656
«tVSC BETA SECTOR - BLUE SEE SHEET C-5
(3) ACTIVE ANTENNAS PER SECTOR
GAMMA SECTOR -WHITE
SECTOR A, 0' 0 75' PAD CENTER "'1 ";w DRAWN 8Y: CG
SECTOR B, 120' 0 75' RAD CENTER J.-
SECTOR C. 240' ® 75' FAD CENTER v 1 V 1 }sf
S.. 9 i'1' I CHECKED BY: RS
'lam' I xy ' 13. OMNI IDENTIFICATION: FOR OMNI SITES, WHICH NORMALLY CONSIST
Y {s .V r I r OF THREE ANTENNA, IT IS SUGGESTED THAT THE ORIENTATION OF 707 10 REWSED RNAl$
9 7 0 REWSED P,'dON CDs
R IA THE OBSERVER ALSO BE THAT OF LOOKING IN A NORTHERLY
NEW COAX CARIES 8 10/74 REV FlNAIS PER ORC Cell
* ,t s~ <7 7 9 71 W kEV FlNAIS PER ORC Cell
~1i 6 9 IB/09 REV fWJP15 PER ORC CONI
5 7 /09 REV FINNS PER q2C Call
vl ~ly~ !'I, g~iy l i Illy,°'' COAX CABLE
III Y IDENTIFICATION CHART _ c
CBI
~E
NEW 65' HIGH POWER MOUNT m^
COAX BEND TABLE
CABLE ANDREW MANUF. HANGER CABLE TO MAX VER. MAX NOR. mO
SIZE CABLE MIN BEND ANDREW CABLE HAN HANGER
TYPE RADIUS CAT. SPACING SPACINGER SPACING
7/2" LDF4-50A 5" 206706-1 1/2" 4'-0" 3'-0"
z (E) 106' T%U SELF SUPPORT POWER TOWER LDF5-50A 10" 206706-2 1/2" 4'-0 3'-0"
1-5/8" LDF7-50A 20" 206706-4 1/2" 4'-0" 3'-0" K~17
1/2" FSJ4-508 1-1/4" 206706-1 1/2" 4'-0" 3'-0" s hA..'
O RAJESH SEHGAL
88639 •~a;i
NOTE: PM/RF ENGINEER TO VERIFY '11h~ NAI.EtA
COAXIAL CABLE TABLE
Ihe Ippemng W, dommsl .
SECTOR AZIMUTH CABLE CABLE LOS;/100, TOTSSAL Ihalnd by hoR SOgd, RE,
LENGTH SIZE LO 02/05/10
A 0' 105' 7/8" 1.1,71 dB (,Al X W colas signed)
B 120' 105' 7/8" 1.9 1.71 tlB
NEW 20'%15' T-MOBILE LEASE AREA C 240' 105' 7/8" 1,9 1.71 dB DA01365B
WM 7' CHAINLINK FENCE TXU COLONY 50/4
4350 MEMORIAL DR.
THE COLONY, TX 75065
2 RUNS PER ANTENNA CURRENTLY
(MAXIMUM 18 LINES, 6 LINES PER SECTOR) n>LE
TOTAL COAX LENGTH: 1,890'2 SHEET
Y ELEVATION
8s ANTENNA DETAILS
4TION MEET NOM6ER
ING NORTH COAX
~a SPECIFICATION TABLE 3 C~3
AN,ENNA t°^MBAIREt, E,HREE
MECHANICAL RED) O IMI n rt
TILT BRA - -
W/ ADJ. ARM
_ 8M - BM 6M - AM
RANSIL -Al
NTENNA
PIPEN MOUNT O L B A~~ 6
tB M ANTENNA SCHEDULE xx1/t"e Coaxgb ` ANTENNA MARK SECTOR ANTENNA COAXIAL CABLE MECHANICAL ELECTRICAL AZIMUTH w F
uM XR CABLE LL - -
NA .LENGTH A-1 A O K O
APX V1 8-20 651 7 5-C-ACU BACK-MIDDLE 0' T.B.D. 0' r m U
A-2 A qP% VI8-20651 75-C-ACU BACK-MIDDLE 0' T.B.D. 0' M w m LL
8 r
STj y A-3 A AP% V16-2065175-C-ACU BACK-MIDDLE 0' U
T.B.D. 0'
B ARK V18-206 51 7S-C-ACU BACK-MIDDLE 0' T.B.D. 120'
J s / ; m 9-2 B APX V18-206517S-C-ACU BACK-MIDDLE 0' T.B.D. 120'
8-3 B APX VI8-2065175-C-ACU BACK-MIDDLE 0' T.B.D. 120'
x TERMINATOR - _ \ 6M Ww\ 0 O/r C-, C APX VI8-206517S-C-ACV BACK-MIDDLE 0' T.B.D. 240'
tmaiDR PROJECT N0: DA7365B
ANT&Ein) C BACK-MIDDLE
COrv1ROL urvti ~ a C-2 AP% VI8-2065175-C-ACU 0• 'S.D. 240'
LINES 5 i0 BS - C-3 C
APX V1 8-206 5175-C-ACU BACK-MIDDLE 0' T.B.D. 240' DRAWN BY: CG
CABLE .L.
un wO}A CHECKED _11R5
10 2 5 0 flEN5F0 FlNAIS
5 9 1 0 RENSED
R PRENI O]s
HOMEERUN 8 10/22/99 EV Fl`_ PER COW
ORC
(m.: RER sECicR7 7 9 21 09 REV BNAIS PER ORC COW
6 9/19 9 REV Fb_ RER ORC COMI
5 771 REV FMNS PER LRC TOR
ANTENNA SCHEDULE
ANTENNA DETAIL ANTENNA SECTOR LAYOUT & NOTES J K
SCALE NONE SCA1£: NONE SCALE: NONE
O
1. ALL ANTENNAS TO BE FURNISHED WITH DOWNTILT BRACKETS. P
CONTRACTOR TO COORDINATE REQUIRED MECHANICAL
DOWNTILT FOR EACH ANTENNA WITH RF ENGINEER. SECTOR A (ALPHA) SECTOR B (BETA) SECTOR C (GAMMA)
MECHANICAL MECHANICAL MECHANICAL F• T
2. ANTENNA CENTERLINE HEIGHT IS IN REFERENCE TO AZ. ,MECHANICAL _ o• AZ. 120' DownTILT - 0' AZ. 240' DOMrLT - 0 ~
ELEVATION O.O . FROM/TO COAX LENGTH (FT) COAX LENGTH (FT) COAX LENGTH (FT) ~..l.:..........*
BLE CABLE CABLE • RAJESH SEHGAL
ANTENNA HEIGHTS ARE SHOWN ON TOWER ELEVATION CA CA SIZE Rxo/ %2 T PE/SIZE Rxo/ %2 RXi
SHEET C-4 TX1 TXO TXI / TYPE/SIZE TxO TXI Rxo/ %2 RXi/
T%0 88639••••
MAIN LINE COAX LOPE OA LOPS-SOA LDF5-50A 4kn............ A4
FROM ANTENNA JUMPER 7/8" 105' 105' 105' ]105' 105' 105' 105' 105' 105' ="G
3. ANTENNA AZIMUTHS SHOWN ON SITE PLAN. To RADIO CABINET
edwmml we
SHEET C-3. C-4, C-5 JUMPER CABLES FROM Be M ppe.119 . 11
RADIO TO MAIN FSJ-4 FSJ-4 FSJ-4 auth Xzed by Raph Shcgal• P.E.
TRANSMISSION LINE 1/2" 10 TO' TO' 1/2" lo' 10 1o' 1/2" 10' TO' 10' 02/05/10
(net wlid unless ngned)
4. SEE COAX CABLE CHART THIS SHEET FOR CABLE DIAMETERS. LIMPER cneLES FROM
MAIN TRANSMISSION .UNE LOF4-5OA 4' 4' 4' LpF4-50A 4' 4' 4' LDF4-SOA 4' 4'
TO ANTENNAS 1/z" 1/2" DA013656
TXU COLONY 50/4
5. CHECK WITH RF ENGINEER FOR LATEST ANTENNA NOTE:
TYPE & AZIMUTH,. LENGTHS POSTED ON THIS CHART ARE TYPES AND SIZES OF THE ANTENNA CABLES ARE BASED ON THE ESTIMATED LENGTH MEMORIAL DR.
ESTIMATED FROM AVAILABLE INFORMATION OF THE CABLES. CONTRACTOR TO VERIFY ALL ACTUAL LENGTHS IN FIELD PRIOR TO 9350
THE MEMORIAL DR.
INSTALLATION AND NOTIFY THE VOICESTREAM FIELD ENGINEER FOR VERIFICATION OF SIZES
OF CABLES
6. CONTRACTOR SHALL VERIFY ANTENNA TYPE AND AZIMUTH CONTRACTOR TO PROVIDE AS-GUILTS FOR THE LENGTH OF CABLES UPON COMPLETION SH ET TTLE
WITH CONSTRUCTION MANAGER PRIOR TO CONSTRUCTION. OF INSTALLATION.
ANTENNA DETAILS
& COAX SPECIFICATION!
SHEET NUMBER
NOTES COAX CABLE CHART s C
SGALE NONE
SCALE: NONE
7-141
AIR INTAKE ? Q
IN. _
'Il~:~•u,~,I~Ri^I 512000 B.T.S. CABINET U o
C,
512000 B.T.s m Q N
MOUNTING ON 0 Y u
BASE
~ O m
NB
BASE UNIT I I '
Q I PROJECT NO, DA13658
Q b DRAWN BY. CG
O CHECKED BY: RS
MOUNTING BASE AP
1119EDRNAL9
AEk3ED AEUN CDs REV FWVNS PER DRC COY
REV INNS PER ONC COY
IIEV FlNN6 PEA qiC COY
IEY FlNNS PEA ORC COY
2000 B.T.S. CABINET B.T.S. MOUNTING DETAIL
SCALE. N, i. S. SCALEI N. i. S. O Cr!~
51
OX BIO%S FOR ALL 1/2•
1EIGHt 75.2 IN (I.6m) COAX JUMPERS, MOUNT O.
BOX ON INSIDE FACE SO
MOM 53.2 IN (1.}Sm) THAT EXTERIOR FACING NOTE: USE SUPER-FLEX 1/2' -T $f
CABINET,
ti
1EPM 23.6 IN (.65m) IS RUSH CABINET, JUMPERS EXTEND MAX FROM BOX BIOXG
J q '
REPLACE EXISTING PLATE PERS 18' TO 24"
TE ~'lJ►`^
AA%IMUM WEIGHT 125716 (134516 INCL. BASE) 0 OPPOSITE SIDE SIDE
'OOTPRINT 1.80 Ni
'
:MPTY WEIGHT 326.21b (144L9) AIR INLET
roLiAGE 254E E tOR CDMAIE UNITS
4A%. POWER (240V) 6500 W HINGED TOP (2 TOTAL)
10RMAL POWER }258 W 44 WTI£T ~E F
IAIN CIRCUIT PROTECTION SO A AIR INTERNAL BATTERIES
IAX. HEAT OISSIPATION 22100 BTU/HWR FRONT Q •4• k*+I
IORMAL HEAT DISSIPAITON -S BTU/H.UR UNIVERSAL 12 RED STRIPE
IPERAPNG TEMPERATURE 4O? ro 11r. F PLATES RED STRIPE
- RAJESH ••88639• SEHGAL •
G)
uMiort: OPERATING 1COX TO SO?
ac Box INI /f + 11%~h.~~NA~~
A% LEVEL OF ACOUSTIC 65 DB
IpISE O heedab hqm His IIIA
.
:ROUND CABLE 20 MCM REPLACE SIDE PLATE 1oLC0 AND RIGHT DOOR wft ,Id by RNpsb SeI PS
NTENNA CONNECTORS HERE, ATTACH ON VIER ENTRY I RED STRIPE (Nat wId .1. signed)
INSIDE WIM SUPPLIED
:ABINET OUTPUT 40.} DRM HARDWARE 2 RED STRIPE
UN SENSIT- -foa DBM PLKFSaL DA01365B
PLATES
IDtaDT POWER AT CABINET }e.D pBM TXU COLONY 50/1
NTENNA CONNECTOR (1120)
INTERNAL WE, SEE 4350 MENII DR.
NOTES: CABIN FOR MANUFACTURERS ADDITIONALSH~ THE COLONY,TX 751365
1. 5 HOURS OF BATTERY BACKUP IS PRGI ED RR - FORMATION
PRRO TRX THE P- AN MOL S IO
,5 HOURS IS
NpEO FOR FOR E CF -OUT OUT UT TR iR% OPERARg4 LEFT DOOR
W2 SHEET TITLE
2 MIS DEFINED AS BATTERIES CHARGING AND WY
HEATERS ACTIVE. AUXILIARY FIGURE, 110E OUTLET POWER
MUS ~MVSi BE BE ADDED TO MIS FIGURE. ftoNi 91 S72000 NORTEL EOUIPM!
CABINET DETAILS
3. NORMAL IS DEFINED AS BATTERIES NOT CHARGING
♦NP rvcnr[RS Nor .11- FI
S12000 ISOMETRIC OF TYPICAL SEET NMBR
SPECIFACATION TABLE 3 512000 MOUNTING BASE- DETAIL 4 S12000 B.T.S. CABINET C-J
SCALE' N.T.S. SLALEI N.T.S.
10'x15' EQUIPMENT PLATFORM \
16'0 BASE PL \
FOOTING AND
LEVELING JACK (TYP. 6) -
I
CPS ANTENNA {
(FIELD DETERMINE PUT. i-MOBILE
- I' UMTS CABINET ;
EXACT LOCATION) N.
SECURITY LIGHT
MOUNTED 70 - j q
STEEL POLE i~ 10' COAX F'x^^^^S
JUMPER CABLE W
a h
2
ow C5
NEW PRO UNIT c N
m
~ w3LL
GAMMA ARRESTOR m
SAFETY STEP _ TERMINI
ARON
AS PER OSHA REOUIRMENTS fr - N
(3) 2"0 SCHAD PVC CONOUIT FOR POWER BETA ARRESTOR
FROM PPC TO BTS CABINETS (TYR 3 RUNS) 7ERMINIAnON PROJECT N0: DA73658
b
(FIELD VERIFY ROUTING FOR FOR BEST FIT) 24' WDE CABLE
BRIDGE ° DRAWN 8Y: CC
(1) 2"0 SCHAD RVC CONDUIT FOR TELCO ALPHA ARRESTOR CHECKED BY: RS
TO BT' CABINETS TERMINIAVON
(FIELD VERIFY ROUTING FOR BEST FIT) 1 10 REN30 FlNAL5
D G D 9 1 0 AENSID PAFllM C0f
PLATFORM EDGE MODEM ANTENNA 8 10/R/09 IdV FlNN.$ Ppt ORC C01
10'-5" 5" CIRCULAR BASE CENTER ER (MOUNTED ON 7 9 21 09 AEV BNALS PEA GRC C01
CABLE TRAY/ICE BRIDGE) 6 9/18/09 AEV FlNALS PER MiC CG
' 5 722 09 REV FlNALS PER 0AC Cd
COAXIAL EQUIPMENT ENTRY
GPS ANTENNA TO BE INSTALLED BY GENERAL CONTRACTOR,
FIELD DETERMINE
EXACT LocanaN FOR PROCEDURE FOR SWEEP TESTING O rr
OPTIMAL PERFORMANCE TO BE ATTACHED AND PROVIDED BY VOICESTREAM
PROJECT MANAGER. CHECK WITH PROJECT MANAGER g
FOR ADDITIONAL INFORMATION ON RF SWEEP d 6~+.
PROCEDURE. J
NORTEL 512000
B.T.S. CABINET
NEW MARCONI MODEM ANTENNA
PPC UNIT
CABINET
o NEW 200A METER/ - x • ' *+i
DISCONNECT POWER x
1RP,JESIi SEHG,4L
TELCO - 1.•••.....88639.... r.
24" MOE hl~j° ~zD ~''~f~1
SAFETY STEP CABLE BRIDGE sSAONAIEE
AS PER OSHA REOUIRMENTS BASE \1y~ `ate
UNIT PLATFORM
/ LIFT 3/4.0 OR LARGER the xd gryeOhq m 1Ms dotvmMl "
MIRAFI FABRIC 50OX CRUSHED LIMESTONE wulaaed 4 40 senya, PE
02/05/10
BETWEEN EXISTING SURFACE BASE 6" METAL LANDSCAPE (na1 rd
unleu wgned)
& NEW 3/4"0 FINE TO 3/4'0 EDGING AT LEASE LINE
BASE PL _ OR LARGER CRUSHED CRUSHED LIMESTONE
- LIMSTONE BASE ( FOR FINISH SURFACE DA01365B
BURIED SCHA PVC CONDUIT k _ - n(() C~L~NY 50
IR POWER TO POWER SOURCE .Y Iq
G.C TO PROVIDE CONECTORS , 9350 MEMORIAL DR,
iANSFORMER TO METER BASE 4 2'0 EMT CONDUIT RUNS -'R-
- THE COLONY, TX )5065
FOR POWFJt/TELCO FROM PPC TO BTS
SHEET TIRE
'0 B'RIED SCN.40 PVC CONDUIT z
FOR OR lEL CO TO TELCO DEMARC EQUIPMENT LAYOUT,
MULEiaPE AND CAP \ REMOVE EXISTING TOPSOIL '(1\
& VEGETATION, RECOMPACT 95% ` METAL STAKE EVERY
STANDARD PROCTOR DENSITY W-0" O.C. (VERIFY -
EQUIPMENT LAYOUT (RIGHT HAND LAYOUT) WITH MANUFACTURER) HEET NUM9ER
PLAN & SIDE VIEW
SCALE: 1/2'=1' SITE COMPOUND SUBGRADE C-6
SCALE: N.T.S.
PIONEER LATCH DISTRIBUTED BY:
T-R FENCE COMPANY OF PUEBLO . SAN TOP RAIL 1-6 8"OD SCH 40 P211 UEB O. TCOLORADO - (o A w.~K
/PO SOX .1756
1 5/8" O.D. X SCHED. 40 ~a)
#9 go. GALV. SEE PLAN FOR GATE WIDTH MID BRACE RAIL PR. STL CAP PHONE 11954250is F~ 71-A-71
FABRIC 4"0D POST (TYP,)
W/T2"X36"
p9 ga. TENSION WIRE FOOTING
I I AT BOTTOM OF
i , FABRIC - *I.A
2" O.D. FRAME (
TW.) a
6" THICKH
N2 BASE 1/4.~ 3/4" o STRETCHER BAR RAS AND MUSHRO BASE WTH PADLOCK CK LOCKING DEVISE rWRIT OUCB1/2" CROWN MAINTAIN 1/2" w LATCH
GRAEL BASE -1/2" CROWN CLEARANCE CAH M
LOCK ;g
IRAFI FABRIC -
ON
f
_ II II 74 THICKNESS
6' HIGH FENCE FOOTINGS 8' HICH FENCE FOOTINGS MRAFI FABRIC 500% J I (1 11 ELEVATION
INF POST -p IINF T - -11 11 CORNER POST _3" _ U U PROJECT N0: DA7365I
CA1E POST -4" 0 1 GA P T -4" 12'X4 " NOTE I Immediately After Any Welding / Grinding / drilling a.p DRAWN BY: CG
Fabricator Shall Apply Three (3) Coate of Cold-
. Galvanizing Compound to cleaned surfaces. CHECKED BY: RS
PLAN U.1 AS
OIY CFENCE DETAIL GATE DETAIL e SPmSCALE: N.T.S. srAU:: N.T.S. GATE LATCH DETAIL rT\ I PER SCALE: N.T.S. S PER S POE DRC C
4T ILE FABRIC
I
ENCE POSTS r;
le' I LATCH ASSEMBLY SPACING
WOVEN WIRE SUPPORT
= 12 GA. WIRE J'•
DROP BAR tO NET BACKING J -•F
I I MAAa oN oRoP To MIN,
OR DOVm IPOSTION FAENCH (BACKFILLED)
FABRIC TOE-IN
TRENCH CROSS SECTION SILT FENCE
GENERAL NOTES:11)
I I I Kf. \
MENr ToP RAL 1. STEEL POSTS WHICH SUPPORT THE SILT FENCE SHALL BE INSTALLED ON A SLIGHT SLOT IN GUIDE FOR ANGLE TOWARD THE ANTICIPATED RUNOFF SOURCE. POST MUST BE EMBEDDED
oaov Roo TAI ,t RAJESH SEHGAI
BulLOlrvc voE A MINIMUM OF ONE FOOT.
~jo~ 88639 N WI / 2, THE
MECHANICAL TOE SO ETHAT SHALTHE EDOWNSLOPE IFA ETOFATHEATT EN H IS FLAT (+11hFgs%Oryq~EG
LINE POST AND PERPENDICULAR TO THE LINE OF FLOWJHERE FENCE CAN NOT BE TRENCHED
GROUND SOCKET
CONC. MUSHROOM IN (E.G. PAVEMENT) WEIGHT FABRIC FLAP WITH WASHED GRAVEL ON UPHILL SIDE TO Re eed BPeah9 m IN, daumeA
PREVENT FLOW UNDER FENCE. wlhaind by Rajel, S.)VI. P.
OP/05/ID
3. THE TRENCH UST BE A MINIMUM 06 INCHES DEEP AND6 INCHES WIDE TO Inal 44 W.esgned)
I ALLOW FOR TMHE SILT FENCE FABRIC TO BE LAID IN THE GROUND AND BACKFILLED
I WITH COMPACTED MATERIAL. D 0113658
j 4. SILT FENCE SHOULD BE SECURELY FASTENED TO EACH STEEL SUPPORT POST OR TXU COLONY 50/
TO WOVEN WRE, WHICH IS IN TURN ATTACHED TO THE STEEL FENCE POST.
/ 4350 MEMORIAL DR.
/ 5. INSPECTION SHALL BE MADE WEEKLY OR AFTER EACH RAINFALL EVENT AND REPAIR
OR REPLACEMENT SHALL BE MADE PROMPTLY AS NEEDED. THE COLONY, TX 75065
6. SILT FENCE SHALL BE REMOVED WHEN THE SITE IS COMPLETELY STABILIZED SO AS sHEEr nnE
NOT TO BLOCK OR IMPEDE STORM FLOW OR DRAINAGE.
7, ACCUMULATED SILT SHALL BE REMOVED WHEN IT REACHES A DEPTH OF 6 INCHES. FENCE DETAILS
THE SILT SHALL BE DISPOSED OF IN AN APPROVED SITE AND IN SUCH A MANNER
AS TO NOT CONTRIBUTE TO ADDITIONAL SILTATION.
GATE LATCH DETAIL FENCE CAP DETAIL SHEET NGMBER
SCALE: N.T.S. SCALE: N.T.S.
SILT DETAIL
SCALE: N.T.S. C-7
a
B a / I I
/ I I
I c M ,/a
I I
I I' pWHO OPp NOON ~ y T
/ I I
o / I .1_1 EO liaj
/ I Y m u
/ PIPE POST (TYP)
~ ~ I I IN
/ / I I
/ PROPOSED
/ PIPE FENCE / PROJECT N0: OAI365EE
~ (SEE DETAILS THIS'SNEE7) / I I
/ I I DRAWN 6Y: CG
/ / I I CHECKED BY: RS
/ PIPE RAILS (iYP) " j •
% j I I 10 5 0 AENSID FlNAL6
/ I I 9 1 1 10 AENSEO PAEUM COs
/ PROPOSED / I 8 10/11/W REV FlNALS PER OAC CO
PIPE GATE / 7 9 I a9 AEV FlNALS PER OAC CO
/ (SEE DETAILS THIS SHEET) / 6 9/16/09 REV FlNALS PER ORC CO
/ / I I 5 722 REV FlNALS PER ORC CO
/ / I I
~ ~ ~ / - I 11 I Q F7
\ / I I
/ I I
4 A,
'E GATE & FENCE PLAN
E.. F• f
PER PLAN
4' % 36 ' PLOT - 3 1'
/6" = 0 V 2' 2' SM. PIPE PER RAILS PLAN 13'-6"
I' % 17' I]' PLOT - 3/16' 1• 3/6' CAP PL (TV) r 1" ROUND BAR "001( ' 0'-3* CM
(TYP) WUIII.L ^ GATE
RAJESH SEHGAL
,..........88839.....
TL - 4" STD. PIPE POSTS M +~Pp'v //OENSE~•'\~~'
( ) Q~/ONALE~G
\q~
)RTH Nett w"*g. INA d-t
wlhprk d by ho Sehgd, RE
02/05/10
(pct .lid unless Br d)
GRADE DA01365B
TXU COLONY 50/1 Iii I
i I 9350 MEMORIPL DR.
I - I I. THE COLONY, TX ]5065
o n ..S AiEEi TIRE
CONCRETE FOOTING
PIPE GATE/FENCE
' u DETAILS
I 1" % i3]' PL6 PLOTOT - 4 = 11 0 1' 2'
I" X - 33//6" = ' ®
A1EET NUM6EN
:lE GATE & FENCE SIDE VIEW C~8
a1c ro PROMOC Au / ~'d
t 416], a R MA1EIaAl. / (E) REINFORCED -
b PPOMOE ANiplNA (E) GUTTER CULVERT INLET
n a R1.Alm 11APDwAR. / /
° U
-574- EXISTING CONTOURS / ((E) ROCK
- " - - EXISTING SWAIE RIP-RAP
PROPOSED DRAINAGE AREA.
FLOW DIRECTION ARROW 0
PROPOSED
DRAINAGE AREA / / % / /
PROJECT N0: DA13659
A /
O.J 169 /A/ / e ~ , ~ / DRANK B
C0E1Fl1IE1T AREA
RATIO (uses) (E) SWA/l
A CHECKED BY: RS
0.95 0.07 / 61 0 MOSID
7 RE,
9 1 0 B 10/11 09 c
a
6 9 8/09 Cq
5 7 11 09 C Cq
f i-
o.:
< 0.3 1.6 ' of F T~ \
\ j\~ i/ /~RAJESHSEHGAL
(E) ROP INLET / d~~' • / \ ,..e,..
STRUCTURE 88639 +~r
ThPeed agpwmg this d-t r
/ \ \ 1 ithtbd by ha 6 SdIgd. P.E.
wlid leu dgned)
/ \ DA01365B
TXU COLONY 50/4
43 0 MEMMA- DR.
\ THE COLONY, TX 75065
\ e
/ / \ \
SHEET nT£
\
71~ DRAINAGE
MAP AREA
/ ~ / ' SHEET NUMBEF
NORTH
GRAPHIC
0 20' 40
(E) FIRE HYDRANT W/ 8' MAIN. TAP INTO MAIN FOR IRRIGATION
WITH NEW TAPPING SADDLE OR TEE FITTING AND CORPORATION 0
W1TH STRAIGHT MUPUNG OR EQUAL.
SIR--_-_
PROPOSED (OPTIONAL)
_ BACKFLOW PREVENTER I'
(CHECK AND VAULT) _ _ _ _ _ _ r"R°4
zn T
q PER GTY REQUIREMENTS
\ \ Sl- IN
A,
\ NEW I" TYPE (Q w 0
~ of
W~'\ COPPER SERVICE A tG m h
WIR
(NO N UNDER
PAVEMEMENTS) l ~
PAVEMENTS)
wl,
\WM,\ \\`\r\~ PROJECT NO, DA13656
`\`\t ~ DRAWN BT CG
OH - OH - off - OH - OH - On - On - OH - On - OH OR
- OH - OH ON - On - On - ON - oF~, OMB ON - ON - OH - OH - OH OH CHECKED BY: ft5
\ N7R 6" POP-UP
\ W~ fST'QAY HEAD (TW) 10 Z 10 AENSEO FlNP18
SPACINGS PVC IRRIGATION 9 2 0 AENSEO PRU11 CDs
\ LINE 8 10 AEV FlNALS PER ORC Cp
S' , 1 9 PI 09 REY FlNALS PER ORC ~I
~ \ W,q ~ 26'-0 6 9 IB/09 REV FINALB PER O2C Cp
5 7 /09 REV FlNPLS PFR qtC Cq
® I I
® x
WICK COUPLER VALVE O
REMOTE CONTROL VALVE
SHUT-OFF VALVE o
.id 1 888
® r A J ~
6 0 d / \ I ^ ~ ~'R',
yy YI I
24' X 36" PLOT - I" = 10' 0 6' 10' 20' j / j I
11" X 17' PLOT - 1" = 20- ® OH - OH - OH - OH - OH - OH - OH - OH - ON - OH - ON - OR - OH - OH - OH - OH - OH - OH - OH - OH A OHS H= OH. 1 OH ON - 0
X 7 ~ ~
D
ATION PLAN (OPTION) -ACROSS MEMORIAL DRIVE 5 E •F~
Ijf ~~~~~LQ '•s`I
/ RAJESH SEHGAL
~jq•• •r
TRACTOR RESPONSIBLE FOR ANY PERMIT AND 88639
~+PO Xk'ENS~'\~~W o BE
H. 40
PVC
8- COV I_ ATERAL INESCTO BE SCH.401PVC W/E 2' FINISH GRADE FINISH CRADE I WALK OR CURB =
The sed Tpeab9 a This &P-t
ER. 0-8. VALVE BOX- APPLIED
AND WATERLINES MAY BE INSTALLED IN ENGINEERING A 1324-12 auUaized by Rojash Sehgtl, PE.
E TRENCH AT A MINIMUM OF 4" SEPARATION. CHAMPION 300 MANUAL 02/05/10
R REPAIR AND ADJUSTMENT OF ALL EQUIPMENT ANGLE VALVE - (nal staid unless e9ned)
EQUIRED
TH PERIOD. ON A MONTHLY BASIS FOR THE SIX STAINLESS STELL
iH SCHEDULE 80 PVC CLAMPS (2) FINISH CR4 WATERPROOF CONNECTORS
65B
VIDE AN "AS BUILT" DIAGRAM AT CONTROLLER. PVC STREET ELLS (2) REMOTE
"TEFLON" ON ALL THREADED PIPE. NPIPE NIPPLE PVC T.T 90' ELL DA013
1"%36" GALVANIZED
6" POP-UP SPRAY HEAD 6" POP-UP SPRPIPE STAKE PVC TEE OR ELL CONTROL VALVE
MARLE% 90" STREET PIPE TO SYSTEM SUPERIOR REMOTE ELLS(3) CONTOL VALVE SCHDULE 80 PVC PVC MALE ADAPTER 460 LATERAL LINE PIPE TOE NIPPLE
NSTALL IN GREEN BO% 1 CUBIC FT, PEA SCHEDULE 80 PVC NIPPLE GRAVEL QUCK COUPLER VALVESCHEDULE 80 PVRAINBIRD # 33 DLTC SPRINKLER LATERSHUT OFF VALVE 'WC TEE OR ELL MAIN LINE PIPING PVC TEE OR ELL SHEET NUMBER
USE TEFLON POSTAL OR I
IN GREEN BOX
TAPE ON ALL THREADS
I & LEGEND °PT"" 1 POP-UP SHRUB HEAD 2 QUICK COUPLER VALVE 3 REMOTE CONTROL VALVE 4
• • xx
p
TYPE C6N^AEIF HEADER
o Vr_.. 3
TYPE-P CONCRETE HEAtlEq„~• .
EXISTING WATER MAIN -
B• LINE (FIELD VERIFY)
PROJECT NO, DA13666
> ...$TANPSHflS..
x.. . CHECKED EY: RS
. _C~ONSTRNCrI(Mj,_LIQy 10 0 REN30 RNA9S
9 0 R:ElOSm PAEIIX COs
4.._..„,,,,, 8 10/II/09 REV FINALS PER )RC CIA
xu r
- ro rz ] 9 I/09 REV FWAIS PER WC COY
` , . , I 6 9/18/09 REV FlNAIS PER C4tC CON
5 7/22/09 FEV RNALS PER ORC COY
8 MONPLITU;^ CO n
C)
iKRAJESH 6EHGAL
yti$......88639.....~,
4~o 4tENS'p {
the bwl ap0eoi^9 m Iks duumwl r
aNaised by R,?sh Sehgd, RE
02 /to
(nat wfM unim dgnM)
D JBIE,G IECK VALVE A8!EMSLY WrrH_ENCLO6UPE„ DA01365g
TXU COLONY 50/~
uN
9350 MEMOREAI M.
THE COLONY, T%76066
vim mrocn
5H
EEi PRE
WATER SERVICE
DETAILS
91EEi NUMBER
NOTES:
I. GC TO VERIFY -Ai THERE IS AN EXISRNG BACK-FLOW PREVENTER IS IN PLACE.
2. FIELD VERIFY .ACT WATER MAIN LOCATION.
K 'A
/ ie+5` / x ~ x
} x 3
~ x
Fri
PROJECT NO: DA1365B
,74 4 µK µyX \tt DRAWN BY: CG
4 / CHECKED BY: RS
/ '//4 4,~~~~,,^\•~~~ ~ ♦g' 4411
/ 4 ~ 10 7 9 AENSEO FMP15
~ / y~", ~ I ~ 97 IO RWSD P9BM FAs
4 ` K % -~J 8 10/77 REV FWNS PFR ORC W
6t t / ~ x•. \ / 7 9 909 REY FlNN.S PDt ORC Cpi
\ ~ ~ 3' 6 9 18 09 FEY FINNS PDt q2C COF
/ 4 ~ t / A ~ `J~\~ i 5 7 7T IdV FINNS PFR mEC COF
(P) DROUGHT RESISTANT / LOW WATER NEED / µ a
t 3' DIAMETER SHRUBS NTH 10'-15' MATURE / \ vl 3 J;
HEIGHT, SPACED AT 5' O.C.Ny~T~, 4\`4 A\ \tt J € ggg
MYRICA CERIFERA OR SIMILAR i j{ µ 4 J f^'
''~Yxa
/ / a 1
+Fx Kµ~ Q\ / 11
aT *a ; J i ~ E , F T~
CUT AND REMOVE
tt: ..........1.*.,
BURLAP & TWINE ~ RAJESH BENGAL
FROM TOP 1/J THIN. FOLIAGE BY 1/3 ~j•o. 88639 •eOF BALL RETAIN NORMAL SHAPE TAPER MULCH TO 1" !ll~F~rE'~"~~'
(DO NOT CUT MAIN
LEADER OF EVERGREEN) AT BASE OF PLANT l~nL~N
EARTHEN SAUCER 3" MULCH me <m SEI-4m thh&mmmti
ath,M by RaInh Sehgd, P.E.
2" MINIMUM (TYP) 02/05/10
(gym rora um_ v,gnie)
DA01365B
TXU COLONY 50/4
PREPARED R00 THE CO~omrn 7565
SHRUB BED A
1 EE SHEEL TIRE
UNDERDRAIN / ~ / LANDSCAPE PLAN
(AS REQUIRED) AMPED EARTH TO
C PREVENT SETTLING
SHEET NUM-
3" MULCH (TYP)
BURLAPPED ROOT BARE ROOT LS-1
ELECTR CAL NOTES
LL WORK IS TO COMPLY WIN THE LATEST EDITION OF THE NATIONAL RK
LECTRIC CODE (N.E.CJ AND ANY LOCAL ORDINANCES, CONES, AND
L. OTHER ADMINISTRATIVE AUTHORITIES HAVNG JURISDICTION, NE
ONTRACTOR SHALL FURNISH AND PAY FOR ALL PERMITS AND RELATES
' UNDER MIS 7
BY OM ER INSTALLED NEW.
?EE DEFECTS AND SHALL BE GUARANTEED FOR A PERIOD OF
VE FRORM DATE UL ANAL ROUBLEMDEV BY OWNER OR HIS d' / / +.:r4^E
WTH~mrOMWOTE OF NA MATERIALLABORATORIES
PRE ES FRROM TO N7ATIIE SHOULD ANY TROUBLE OR EQP DURING THIS PERIOD
JAULIFY GCORREC SSHA L L FURNISH H ALL NECESSARY MATERIALS AND LABOR \ APA / % / a o
) CORRECT T -I L TROUBLE NI A O N COST TO ME OWNER, Vii
n
L WORK SHALL BE MECHANICAL EXECUTED A WORKMAN LIKE MANNER .0
ALL PRESENT A NEAT APPEARANCE WEN COMPLETED. NEW (2) 3"0 BURIED SCH 40 / 1 Z
M MAC SEEL . SHOULD AVOID DAMAGE TO i0 EXISTING G UTILITIES WHEREVER PVC CONDUIT FOR iELCO
SSIBLE THE CONTRACTOR SHALL BE RESPONSIBLE E FOR FOR A ALL CUTTING / TO TELCO DI
f at NN m U
0 PATCHING RELATED TO ELECTRICAL WORK, AND SHALL RESTORE WITH MULETAPE AND CAP /
~_~~Pp(L _ t W Y
EXISTING LANDSCAPING, SPRINKLER SYSTEMS. CONDUITS, WRING, / - 135k "SUN j
'iNG, ETC. DAMAGED AY ME ELECTRICAL WORK TO MATCH EXISTING MIT
DNS, W Q LL
'
ECTRICAL WORK SHALL INCLUDE, BUT NOT BE UNITED TO, ALL LABOR,
9TERIALS AND EQUIPMENT REWIRED TO COMPLETE ELECTRICAL POWER
YO LIGHTING SYSTEMS, TELEPHONE AND COMMUNICATION SYSTEMS, NEW PAC UNIT
1NEL BOARDS, CONDUIT, CONTROL WIRING, GROUNDING, ETC AS i td t /
0 S d~4~ryF,,/ \ / / /
DICATEO ON ELECTRICAL DRAWNGS AND M AS REWIRES BY
)VERMNG CODES. / / V\A~ / ~iMi1 1 /
i t oy. NEW
METER
IR/DISCONNECT U
POR i0 INSTALLING ANY ELECTRICAL WORK, THE CONTRACTOR SHALL / t MOUNTED UNTED TO
ISIT C OUTA`LL LL ♦ ♦ /
ISH THE JOB JOB SHE SITE ANY VERIFY EXISTING S1E LOCATIONS AND OF CMUiWA 'g ♦ /
ONDITIWS AND UTILITY SERVICE REWIREMWIS 9 THE JOB. AND BY / r t /X ♦ / / PROJECT N0: OA1365B
EFER
HOU EN CE TO ENGINEERING AND EQUIPMENT SUPPLIERS DRAWINGS.
ECEW THERE BE PNY QUESTION OR PROBLEM CONCERNING ME
ECESSARY PROM90NS 70 BE MADE, PROPER DIRECTIONS SHALL BE NEW 5' WIDE / C ♦~M1♦ j PRAWN BY: CG
STAINED BEFORE PROCEEDING WM ANY MAN. UNUTY LICENSE
'OMDE POWER AND TELEPHONE TO SERVICE POINTS PER UTILITY EASEMENT
o \~J♦ - / CHECKED BY: RS
NdPANY REQUIREMENTS. CONTRACTOR SHALL CONTACT UTILITY t / \
RVCE PLANNERS AND OBTAIN ALL SERVICE REQUIREMENTS AND
:LUOE COSTS FOR SUCH IN THEIR BID. / t / 1 2 ID AFl190 FlNP15
(E) HIGH VOLTAGE \ 9 2 0 (RW4➢ PADM Bh
/ LINES \ ♦y\ /
RACE EQUIPMENT SHALL HAVE A SHORT CIRCUIT WTHSTAND RATING POWER \ / ♦ j 8 IO/22/09 REY FlNA(5 PER ORC CON
IUAL TO OR EXCEEDING THE MAXIMUM AVAILABLE IA 11 T CURRENT AT
/ / / ] 9 21 9 Thy FlNAL$ PER DAC COI
E 9JPPLY TERMINAL RE THE UTILITY TRANSFORMER SECONDARY, NE - ♦ fi 9 18 09 REV FlNP15 PER ORC CON
iULADON SMALL BE FREE FROM M ANY ANY SHORT CIRCUITS PN0 GROUNDS. 1
(E) lELCO ~ / j a \ ♦ ~ S 772 REV RJNS PER DRC CBI
L WIRES SHALL BE STRANDED COPPER WITH THMN/ PROPERLY AND SW PEDESTAL
/ _ ♦ a
his INSUI-APON. ALL GROUND CONDUCTORS TO 0 BE BE PROPERLY SIZED ♦ ♦ /
RPER (STRANDED RANDED OR SOLID).
IF
THE EVENT OF ANY CONFLICT OR INCONSISTENCY BETWEEN ITEMS y / /o't / / ♦\o J / ~r
0
OWN ON THE PLANS AND OR SPECIFICATIONS, THE NOTE, /
♦ of / g l
E N OR CODE F PRESCRIBES AN ESTABLISHES THE
,HEST EST STANDARD W PERFORMANCE SHALL POE VAIL, NEW (1) 3"W BURIED SCH,40 ♦ A / d
RACE CONDUITS SHALL HAVE NO MORE THAN (2) -90' BENDS IN PVC CONDUIT FOR POWER TO RP` /
(E) MAN70RMER POWER SOURCE - 185•! RUN / J m
IY SINGLE RUN. ME CONTRACTOR SMALL PROVIDE PULL BOXES AS
ED ED WHERE CONDUIT REQUIREMENTS EXCEED THESE CONDITIONS. (NOTE: C.C. i0 PROVIDE CONDUCTORS
LLFU CORESAND CAPS SHALL BE PflOMOEO AT ALL SPARE CONDUITS FROM TRANSFORMER TO METER BASE.) / ♦\a / / a'~1
R TURE USE /
L ELECTRICAL EQUIPMENT SHALL BE ANCHORED
OR WITHSTAND 100 Fj\ /
PH. WIND SPEED AND DESIGNEE FOR OUTDOOR EXPOSURE. NOTE: ♦ j
CONIRAC70R SHALL INSTALL NEW
200 AMP BREAKER AND METER
L COAX, POWER AND TELEPHONE SYSTEM CONDUITS SHALL HAVE A
NIMUM 24' SCN 80 PVC RADIUS SWEEPS TO EQUIPMENT, PULLBOXES, rO ♦ /
NOPOLE, ETC., UNLESS OTHERWISE NOTED, OR AS REWIRED BY M 200 A/2/2P % ♦ ♦ / y
Tun coNPAM6s.
E TYPE SMALL BE SUSSMAN RKI LOW PEAK FUSE (LPU-RK-100). MAIN SERVICE OISCWNECT / l ° ♦
MI COMPLETION OF NE JOB, THE CONTRACTOR SHALL FURNISH 22 KA AID v \ / x ••'x+1
BUILT DRAWINGS TO THE OWNER. 313/0, 102G-2"C (THWN-W) / j ♦ \ /
-120 240 VAC ARC M AL ♦ ~..RAJESH SEHGAL
AL GROUNDING CRITERIA IS7 STEP: GROUND TO EXISTING 1-100 ,A q'•. 88639
.DING STRUCTURN STEEL ANp TO NE EXISTING COLD WATER LINE. MAINAMP d* / / ♦ ♦ 1,+P~ ` //CENSeg
~L
ERE APPLICABLE) THEN TEST GROUNDING RESISTANCE TO WITHIN I / ♦ ♦ +~~`sSioNrii.6~~"
IS
5 OHMS OVERALL GROUND RESISTANCE. WHERE ME EFFECTIVE IP T'''om dL
TONGS GOES - NOT MEET THIS CRITERIA, PROVIDE SUPPLEMENTAL 60A/2P 60A/2P 20A/IP 16A/ 6` / / ♦ \h
XINOING AND' UNTIL GROUND D RESISTANCE FALLS BELOW
ALL HARDWARY GENE TOERAL AI / N eM apperth9 m IMP d-t w
i LEVEL SUPPLEMENTAL GROUND MAY CONSIST OF ONE OR MORE 2/i2, 1#120 3/4% PROVIDED B (/'J ♦♦\A wtharhd b Ro sh $ d
THE FOLLOWNG: GFI REC. / CDNIRACT(M / by K sN9 PE
1) COUNTERPOISE, \ 02//10
2) UFER GROUND, 2p12, Ip120-3/4'C TO LIGHT / { ' ♦ \ (ra1 wild l Mess n9,4
3) GROUND ROD AND/OR GROUND WELL IN EXTREMELY ADVERSE i0 Bi5 / G.C. TO PROVIDE CONDUCTORS DA013658
. CONDITIONS. WHERE ME EXISTING BUILDING STEEL DOES NOT AV 1p6C-2'C FOR THE TRANSFORMER TO THE
IMGE AN EFFECTIVE GROUND RESISTANCE, MEN ME CWMACTOR FUTURE BTS METER BASE TXU COLONY 50/4
1N ME ACE A SEPARATE GROUND CONDUCTOR FROM ROOF 2"L, W/PULL CORE
A~
INiEp BTSi5 EQUIPMENT IPMENT LOCATIONS S EIMER ITHER D OM THROUGH NE BOND NEUTRAL &CRWND BUS IN MAIN SERVICE DISCONNECT
OE NE BUILDING OR DOWN THE OUTSIDE E THE BUILDING,
ENDIN ING UPON OWNER PREFERENCE. WHERE THE E GROUND CONOU TOR
M NE ROOF MOUNTED EOUIPMENi IS ROUTED IN CONDUIT, T, ME THE (E) POWER 4350 MEMORIAL OR.
IDUIT SHALL BE EFFECTIVELY GROUNDED TO TH E GROUND ELECTRIC LOAD SUMMARY " TRANSFORMER THE COLONY, TX 75065
IDUC70R AT BOTH ENDS OF NE CONDUIT. (MONOPOLE AREA OF SPACE (164) SF SERVICE VOLTAGE 120/240 V 10
rALLATIONS): FOR INSTALLATIONS WERE WOODEN STRUCTURES, /
SR SHEET nRE
S, CONCRETE SILOS ETC. ARE ENCOUNTERED A SEPARATE CONNECTED LOAD DEMAND DEMAND LOAD /
ANIEAO SMALL PROVIDED FROM THE 3 AMTENNAS , BE ABATED BY FACTOR NORTH POWER17LCO SITE PLAN,
IINIIAUM OF 12 INCHES FROM THE COAXIAL CABLES, NE GROUND KVA. AMPS KVA AMPS POWER ONE LINE DIAGRAP
S
DUC DETOR SMALL BE SECURELY FASTENED TO THE EXTERIOR Of LIGHTING 176W HPS 057 2.38 1.0 0.57 23B (E) 6" CONCRETE W ELECTRICAL NOTES
SIDE UCTURES WITH NONMETALLIC GROUND STRAPS EVERY 10 RECEPTACLES 1 1.06 4.42 1.0 1.06 4.42 / CURB
T. SGAITRN, AS FOR TENANT IMPROVEMENT PROJECTS RECE
, TEST THE FOR 24 X 36" PLOT - - 1'O 4' 8' 16-
ONOARESISTANCE FOR MONOPOLE INSTALLAPONS AND PROCEED PER Bi5 1 9.0 37.6 1.0 9.0 37.6 FOR 11" X 17" PLOT - 33/342:
/637 37. ®
PBOVE STEM TEGTE I.C02PANEL 0.12 1 06 I.GG 0. 2 106 / SHEET
TRACTOR , TO COLOR PHASE CONDUCTORS BLACK IS PHASE). RED DEMAND LOAD 19.75 BSA
PH POWER TELCO SITE PLAN =UMBpt
PHASE), WHITE (NEUTRAL). AND GREEN (CRWND), LIGHTING v 0.25 0.14 0.6 E 1
TOTA /
NTRACTOP TO PROVOS CUTTER TAP, L TOTAL LOAD SERVCE CAP. 200 SCALE: 3/32"=1' o'T /
10'15' EQUIPMENT PLATFORM
NOTES: 16'0 BASE PL S
FOOTING ANO
1.) FOR METER BOARD USE 16 PENNY GALVANIZED LEEING JACK (TYP. 6) Y"
SPIRAL NAILS, THREE (3) PER BOARD / POST.
2.) ALL CONDUIT LENGTH SHALL BE FIELD DIPS ANTENNA S
VERIFIED. (FIELD DETERMINE NT. i-MOBILE
"nI PMTS CABINET
EXACT LOCATION) _
3.) INSTALL IN ACCORDANCE W/ CURRENT LOCAL SECURITY LIGHT -
& NATIONAL ELECTRICAL CODE MOUNTED TO f '
1
4.) OVERHEAD ELECTRIC AND TELEPHONE STEEL POLE I.i}I JUMPER CABLE a 10' COAX
LINES TO BE INSTALLED BY LOCAL UTILITY. ':III. y Z x
FOR CONTINUATION AND CONNECTION OF
/ (E) BUILDING WALL OVERHEAD ELECTRIC AND TELEPHONE II~II O K O
/ SERNCE, REFER TO SURVEY RE-IN POWER NEW PPC UNIT m
CONNECTION TO BE PERFORMED BY POWER a+
COMPANY. 200A METER
n IOU o ^
k DISCONNECT < a
MOUNTED TO CMU WALL NEW
PPC UNIT
(E) TRANSFORMER GAMMA ARRESTOR
/ SAFETY TEP IERMINIATION ,
AS PER OSHA REOUIRM6ENiS
3 2'0 SCH,40 PVC CONDUIT FOR POWER BETA ARRESTOR
TI:RIAINIATION PROJECT NO: DA13658
FROM PPG TO STS CABINETS (TYP. 3 RUNS) _
(FIELD VERIFY ROUTING FOR BEST FIT) 24" WOE CABLE DRAWN BT CG
T T BRIDGE
NEW (1) 3"0 BURIED SCHAD / P - P P T CHECKED BY: RS
PVC CONDUIT FOR POWER TO / (4) 2'0 EMT CONDUIT (1) 2"0 SCHAD PVC CONDUIT FOR TELCO ALPHA ARRESTOR 's w
NEW (2) 3"0 BURIED SCHAO
POWER SOURCE - 180'3 RUN FOR POWER/TELCO TO BUS CABINETS TERMINIATION
PVC CONDUIT FOR TELCO FROM PRO TO PRIMARY ITS 10 2 0 AEWSID F91PLS
ITE: GL. TO PROVIDE CONDUCTORS (FIELD VERIFY ROUTING FOR BEST FIT)
70 rELCO DEMARC & STS TO Bi5 9 P 11, FENDED PRIM ON 101
IN TRANSFORMER TO METER BASE.) IWTIV MULETAPE AND CAP MODEM ANTENNA 8 10/e2 REV FINALS PER DRC CUM
- 135± RUN ? 70'-D' PLATFORM EDGE 7 9 21 09 REV FINALS PER ORC CON
10'-5" CIRCULAR BASE CENTER (MOUNTED ON 6 9
CABLE TRAY/(CE BRIDGE) /18/09 REV FINALS PER ORC TM
5 7 22/09 REV FINALS PER UK CON
POWER/TELCO RISER DIAGRAM
CAL N.i,S
i
GPS ANTENNA
FIELD DETERMINE Q 47`
EXACT LOCATION
OPTIMAL PERFORMANCE
rw
JQ
NORTEL S12DOO d
B.T.S. CABINET
NEW MARCONI MODEM ANTENNA
PPC UNIT UNITS
CABINET ~ ~ '•.•s~++
NEW 200A METER/
DISC
r ONNECT POWER
,FiAJESH SEHGP,L
~jq+ 88639 •r1~
TELCO ~~,c+~ACENS~~~L
24' WIDE h1n~SSjONAIE~G
SAFETY STEP CABLE BRIDGE
AS PER OSHA REOIIIRMENTS BASE ^
UNIT s PLATFORM The sM ppmmg this daummI x
/ LIFT wl1Z my R*0 Sehgd, RE
02/05/10
(ml vmDd less signed)
ensE PL DA0136513
TXU COLONY 50/4
(2) a"a BURIED sLH.aD PVC CONDUIT
FOR POWER TO POWER SOURCE
` 4350 MEMORIAL DR.
NOTE: O.C TO PROVIDE CONECTORS THE COLONY, U 75065
FROM TRANSFORMER TO METER BASE
(4) 2'0 EMT CONDUIT RUNS
FOR POWER/TELCO FROM PPC TO STS SHEET Pnc
(2) 3"0 BURIED SCHIA PVC CONDUIT POWER/TELCO RISER
FOR TELCO TO TELCO DEMARC DIAGRAM & CABINET
w/ MULETAPE AND CAP DETAIL
POWER//TELCO S1ET N1111
NOT USED 2 EQUIP tJENT LAYOUT 3 E-2
SCALE: 1/2"=1' SCALE: I/2"=1' '
b CAD WELD. CO NNrCTIOCLE (DFTAI 1 SN FT 41
/ MOLD N0. WEID N0.
Np. DESCRIPTION 5
NEW POLE 1 2 SOLID TO 2 SOLID PTC-iT1i
GROUND RING 2 2 SQUID i0 GROVND ROD GT - 6lT 90
3 OLIO i0 ENGE POST VHC
2
/ T
2 ~~ONNFCNOAS (DETAIL? SHEET E41 1 ~ 2
I 2 N0. DESCRIPTION PART NO. 7'^■""'^ 56c ~i
j 4 4 M6 GREEN STRANDED 2-HOLE COMPRESSION LUG a m
KC _ ■ N u
I 6 BRAID D TTRAP BOLTED TO GATE POSTS D1 BG92 f[. - m
3~u
* CHECK WITH PROJECT MANAGER FOR CONNECTION TYPE y m w u
~ IF TABS ARE NOT PRESENT ON MONOPOLE OR TOWER. o ^ C
..yy
./0v an I 5„{55
B+ 3 c~FNO
1 k * AY
• CADWELD CONNECTION EQUIPMENT X ES. X 5GROUND RING R x 5/8 8° COPPER CLAD
y ~ ~.k Q GROUND R00 (e' MAX SEPARATION,
EQUALLY SPACED) PROJECT N0: DA1315B
o ♦ 1 / ® TEST WELL & GROUND ROD
A
1 A (SEE SHEET E-4) DRAWN BY: CG
6+ 1
■ BURNOY CONNECTION _CNECKED BY: R$
-0 #2 AWC TINNED SOLID BARE CU ID g IO REVISED MAL
(GROUND RINGS SHALL
BELOW GRADE) 922 D REMSED PRELIM CDs
8 w(i2jc9 fl[V FlNAU' PLR DRC CD,F'
\tY (E) GROUND RING 7 9 PI 09 REV FINALS PER DRC 0)M
NORTH 69/16/09 REV FINALS PER ERG CW
t dl;.Y 1 CHAIN LINK FENCE 5 771 9 REV FMPL9 PER DEC tCON
GRAPHIC SCALE. 1/4'=1' / / / 5 fi 1•--K'R
60 3e - d
"UNDING PLAN O
NEW TEST WELL k
' t (FIELO VERIFY LOCATION) 3
t~
UPPER AG.'
/ SECTOR A SECTOR B SECTOR C TR65-19-02DP0 LOCATED i0P OF
ANTENNAS MWNTMG SSRUCTt1RE
(TIP.3) BELOW VF-- KITS
MICROWAVE SURGE ARRESTOR SURGE ARRESTOR
DISH GROUND BAR. LOCATED IN CABLE MAY. USE MODEL NO. T- 673001
COAX SIGNAL CABLES (MICAL) IF WHIN 24' OF BTS 1/0 PORT (TYP.)
APPUCABIE 0 O LE&£NR T.,•••
O HARD SHELL • l~(
GROUND XIT w
• CAD WELD Q RAJESH SEHGA
CONNECTON /.•...T
88639
9URNDY ~'o'•;</OENB~•'
CONK ~
CNONS It
1 TONAL
O SURGE
ARRESTOR
w.hg
HARD SHELL The sed m 0B davmM
GFWND KIT aukhVnd 02/05 by fWp/1sh0 Sa'yd,
( 4 4 SEE CNOTE d NOTES: (mt wSd uNess signed)
1) AT CO-LOCATE SITES
CCNTRACTCR SHALL RE TO ENISl-
~~c--g' G c CRWND RINGS AND DA01365B
-~C~~~~ C REPAIR ANY WT OR DAMAGE
ro GROUND RING. TXU COLONY 5(
GG CG `~G V 21 IRED IF Ni GROUND SAR M ONLY
DGG4~GC}6G ~IVU ~V~~ I i A REWIRED IF NOT 9JPPDED WITH BR
1 Bi5 1 9 S 2 U Mi 9350 MEMORIAL DR
) THE COLONY, T%750 ANTE REOUIREOIFIF CAB UN OVER AR
Al HA BE A SOD• SHEET PILE
i 4) CONTRACiOi TO PROVIDE GROUNDING PLI
PVC CCNWIT SLEEVE FOR GRLVND
WIRES THRWCH PAD TO GROUND & DIAGRAM
4 RING. ONLY
EOUWMENT 5) RISER DIAGRAM FOR WNI
CABLE MAY GROUND BAR ANTENNA NOt SHOW„. CONEUtt SHEET NUMBER
LOWER AGB LOCATED AT so TOM SUPPORT (1W.) (SEE NOTE 2) VOICESiREAM FOR DETAILS.
II -I~
OF MOUNTING STRUCTURE AR B MD G C 3
CABLE D C C•~^C~G~G O
O 0`T1 O SERVICE \ SEE NOTE 4
\V\II
H H TOWER EQUIPMENT I GROUND ROD
GROUNDING DIAGRAa GRoomRING GROUND RING
scuE: „TS TO TOWER
BASE
CPS ANTENNA a
(FIELD VERIFY
EXACT LOCATION)
o- pn. aq
175 WATT J (n Q
HIGH PRESSURE
SODIUM LIGHT
c>¢a vn
3'0 EMS PIPE w
a O
\ ~ h
3'0 GAL V. ~
PIPE CAP
(TYP.) m
GENERATOR
3'0 EMS PIPE INLET a
~
POWER TELCO
NORTHERN TECHNOLOGIES
(PPC) POWER & PROTECTION PROJECT N0: DA13656
CABINET 59.13',48.25'x20' ^
FOR POWER/TELCO DRAWN BY: CG
CHECI(ED BY: RS
IO 5 0 AE414D FPIIJs
9 Z Z 10 PEY740 PREl1N CDe
UNISTRUT PI000 B 10/17/W AEV FlNPL$ PBt 0RC Cp
FOR HORZ. BRACING 7 9 21 09 REV FlNIRS PER OK CO
(TYP.) 6 9/18/09 FEV FNPLS P. ORC Cq
5 1 fd:V FM.S PFR 0RC Cq
(E)
CONCRETE
-
• E.. FW', ill
4'~ 6' ~f IB'0
/ RAJESH BENGAL
88639 •a
FRONT SIDE
1~1~h/ONALENG
Aaad TwP q Oh d-tw
1 thaized by Aajnh Sehgd, P.E.
J/ 05/10
1 (nol lea 9gred)
t
DA01365B
I ` TXU COLONY 50/q
TELCO POWER
4350 MEMORIAL DR.
THE COLONY, T%75066
TOP POWER PROTECTION
(PPC) LAYOUT
DETAILS
H-FRAME DETAILS ="~`T"°MaER
FOR NORTHERN TECHNOLOGIES PPC TELCO 2 E
SCALE. 3/4•=1'
IENERAL NOTES CONDUITS AND WRINGm gg
1 ELF CTRICAL WORK SHALL CONFORM i0 THE NAP ELECTRIC AL LODE 1.ON EROF EVERY KIND MUST BE INSTALLED IN CONDUIT, UNLESS NOTED SSTTANDARD ANDREW 4J„~
.1 ELF
ACCEPTED BY LOCAL JURISDICTION) AND APPLICABLE TIONAL NATIONAL LOCAL CODES, OTHWISE, ON AS D All-D BY MUST ME ENGINEER FROM ANTENNA
ROUNOING SHALL COMPLY IN ARTICLE 250 OF PIE NATIONAL ELECTRICAL CODE, UNO G,
TNtl~YA11°{
2.UNLES$ OTHERWISE BPEGFIED. ALL WRING SHALL BE COPPER (CU) ME
.L ELECTRICAL ITEMS SHALL BE U.L. APPROVED OR LISTED. THIN. SIZED IN ACCORDANCE IN THE NATIONAL ELECTRICAL CODE
PER AND CABLES FOR POWER AND LIGHTING SHALL BE COPPER WITH THE %HHW, y,RACEWAYS SHALL BE GALVANIZED STEEL,: G2Ep IN ACCORDANCE N1iH THE WN. Y
OR THHN INSULATION. 5040 CWDMINF M FOR 110 AWC AND SMALLER, ATONAL C-ECTRICAL CODE, UNLESS OTHERWISE NOTED. ALL RACEWAYS
JUMPER) i
IRANDED FOR LARGER THAN 110 AWC, 112 AWED. SHALL BE APPROVED FOR ME INSTALLATION
RE5 AND CABLES FOR POWER SHALL BE INSTALLED IN GALVANIZED
G0 STEEL CONDUIT OR FLEXIBLE LIQUID TIGHT CONDUIT AS INDICATED ON DRAWING. APULL OR ,XINCTON BOXES SHALL BE PROVDED AS REWIRED 10 FACILITATE r
I"POACTOR OBTAIN ALL PERMITS, PAY PERMIT FEES, AND Be INSTALLATION OF RAC "IS AND WIRING G3
C
CC,
S BLE FOR SOHEDUIING INSPECTON$ A "BLE CTAALT
NTR CTOH TO OBTAIN LOCAL POWER AND TELEPHONE COMPANY APPROVAL RROVOE A COMPLETE RACEWAY AND WIRING INSTALLATION, PERMANENTLY C c
0 COORDNATE WITH UnUTY COMPANIES SEHVICE ENTRANCE HEOUIRENENTS D EFFECTIVELY !ROUNDED IN ACCORDANCE IN ARTCLE 250 OF ONNECTOR / ( )
!BVDE ALL LABOR D MATERIAL DESCRIBED ON THIS DRAWWNG. AND THE NATIONAL ELECTRICAL CODE AND LOCAL CODES CERPROOFlrvG
L ITEMS IMtlDENTAL TO COMPLETNG AND PRESENTING MIS PROJECT KIT A( TYP.) AWG p
. FULLY OFERAPONAL. - FgOA A TENNA yy2 A. BCW BONDED
;OpN~INC CONNECTIONS SHALL BE EXOTHERMIC TYPE FRAME SUPPoRT ttI GROUND WIRE 'S ~ i D_ C
aD') To AMreNMA MASTS, E GROUND BARS. COORDINATION WITH UTILITY COMPANY ALONG CABLE TRAY
NI r m NG GROUNDING CONMECTWS SHALL BE COMFRESSION FITTNGS. E-~
0% ND COAXIAL GABLE SHIELDS AT BOTH ENDS IN THE ELECTNICAL CONTRACTOR SHALL COORDINATE COMPLETE
CABLE GROUNDING KITS & INSTALL WEATHER PRO°FlNG KIT AT EACH CONNECTION ELECTRICAL SERNCE IN LOCAL UTUTY COMPANY FOR COMPLETE u.
Ule GROUNDING "HOUCTOR5 ALONG THE SHORTEST AND STRAIGHTEST PAN CPEFAIIONS SYSTEM, INCLUDING TRANSFORMER CONNECTIONS, 12 AWC BCW -NOING BAR, HER , SIMILAR TO
GGS EXCEPT CONCRETE TRANSFORMER PADS. IF REWIRED, METER TNNNtq INSULATORS, MOUNTED NEAR
Be AS OTHERWISE INDICATED. GROUNDING LEADS SHOULD NEVER SOCKETS. PRIMARY CABLE RACEWAY REQUIREMENTS,
NTNAT RIGHT ANGLE. LWAYS MAKE AT LEAST IZ" RADIUS BENDS. 16 ANTE
iE CAN BE BENT M 6' RADIUS WHEN NECESSARY, SECONDARY SERIACE, ETC. IN. TO .-TING BID TO -
iNTNACTOR TO PROVOS GROUND RING AS INC. ON INCLUDE ALL LABOR AND MATERIALS. ~ CON
TRA ST AND°VERIFYPTHATNTHE IMPEDANCE DOES DIAOGRAM.XCEED D 5 OHMS i0 ALL
CLNDBBY MEANS OF A &BDSXAML BEGEERR TESTER, GROUNDING AND OTHER
CRAR O LEGEND
ESSED BY THE OWNER'S REPRESEMTATVE.
ACTOR TO NW NDE TELEPHONE CONDUIT AS SHOWN ON PLANS S Gp~~
QI SIZED PSINOTEOECT SWITCH, AMPERE
TRACTOR TO PROVOS ELECTRIC CONDUIT AS SHOWN ON PLANS
nFY LOCAL UTILITY SERNCE PRIOR TO ANY INSTALLATION. PANELHBARD -I PROJECT N0: DAT 365B
L EQUIPMENT FURNISHED BY OTHERS SHALL BE PROVIDED IN PROPER MOTOR KILOWATT HOUR METER W 'RE
AR"`S, DISCONNECTS, CONTROLS, ETC. BY THE ELECTRICAL CONTRACTOR UNLESS C CONDUIT DRAWN BY: CG
ECIFICALLYNOTED BNERWIE.THE ELECTRICAL CONTRACTOR SHAI-INSTALL AND TRANSRORMER G GROUND NOT USED GROUND WIRE CONNECTION TO
PLFAGRAMS f ALL ASS.EIATEG F ~UT CDU NE OPERATING IN MgNUON, ELECTRICAL ROLE GROUND BAR A T ANTENNA
HE DIAGRAMS AND AS RECLINED UIRED FOR A A COMPLETE OPERATRP
5 cHECNEO Br: as
N
NI I TRACTOR SHALL VERIFY AND COORDNATE ELECTRICAL CHARACTERISTICS N. ISPCS PND ORCUIT BREAKER WORE SC SPOS CL ICE PROTECTOR GROUND BAR SCALE: N.T.S. 5. (514)
G REMENTS OF EQUIPMENT PRIOR TO ROUGH-IN OF CONDUIT AMC WRING TO AVOID 4 L TING Fl%NRE, SIZE AS NOTED x1a') SCALE. N.T. 102 IO Rft93D FdUL$
NG CONDUCTORS TOR0R5 SHALL BE IGH CCB
GUHG COLLECTOR GROUND BAR (I/9"x4'xl2") 9 Z IN RNYO PRfW CD9
VNDST CONDUCTORS ARE PERMITTED. COPPER CNLrvD ABOVE CRODUp EITHER SOLID OR eoao COPPER GROUND BAR, SIZED AS NOTED EXTERNAL GROUND BAR 8 10 !/09 REV FlNAI$ PBi ORC W
O 0i0RS (WITH NE EGB (t/a'xB'x24')
DINTNN FOR GROUND IRS BERKEN THE TOP qN0 NE BOTT EXTERNAL ON
OF COrv00THE ANTENNA -E - POWER WRING, SIZED AS NOTED MCB MASTER GROUND BAR
ULAT. ST BE BARE. EOUINAENT GROUND LEADS IN CABLE NAYS MUST BE GREEN (1/4'xB'x2a') FOAM SEAL 7 9 11 09 REV FlNAL$ PER ORC PA
TELCO WRING, SZEO AS NOTED OR TENNAL GROU ND RING 3/4' SGHEO. 40 P.N.C.
FIICAL 6 9 IB 09 REV FlNAIS PER ORC CO
GRACE ROM FNUIPMFNT, YOU,
/
tt COMPANY COOL°INATOY -C - GROUND WIRING, WEO AS NOM LO' GROUND) OR PLATFORM $ 7 7Z 09 REV FlNNS PFR ORC CD
:CTTHE ENTRACT SHALL CONDOM ALL WORN IS 11 ACCORDANCE ~m A2
H RULES OF THE E LOCAL U141 COMPANY BEFORE SUBMITTING HIS SON EXTERNAL GROUND RING TYPICAL GROUND BCW
CONTRACTOR SHALL CHECK PIN THE UTI COMPANIES SUPPLING ACU AIR CORNTONER UNIT w
E
HE .h~. FOAARE MEBE.
VCe TO THIS PRO. AND GHALL DETERMINE FIG. THEN ALL
WA WALLED GALVANIZED CADwELO
AND CHARGES GES WHICH THEY WILL REQUIRE AND SHALL INCLUDE HISO ~COSITIN ND HIS BID CHE u I
CCE RIC~HED PANVT iOMATCH°COLORSOB~CTEGONOED O. N CO-GALV,WIZED CRAOE Q
3C" MIN
FINISHED GRADE
PLUG rCOVER
RING GTWND ~yI
i0P OF GRAVEL ! I EXOTHERMIC WELD CONNECTION q2 A. BCw AVEL y
I I-rte ~ ~ ~~di
p4ND Rao COPPERWELD 7, I a &
5//B'axe'-0' LONG
PE Pi TYPE OR TYPE VB
° ~L RING
(LOWER GROUNDING TAB) C G R
O"TA1saN \GR°°"ORING GROUND ROD 6 GROUND WIRE PIPE SLEEVE
~ cHEMICAL muxc (5m) F~\ l SCALE: , TS. (571)
E„•„• 1
CHEMICAL GROUNDING SYSTEM BY, STALE: N * *+I
CNem-RDA
SUPPLISP : STEEL PIPE PIPE CAP - L +
LEG Im. RAJESH §EHGAL
6682 ARAPAHOS ROAD TO
. TENNA.•••'•••••.•.••••••••••••••~••.
BOULDR, CO 00303 / qqY~. 88639
E
TYPE VS TYPE W LUG TYPE 3 C (303) 441-2620 ( +I+OF V~/CEN$~•'~R4
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TYP. CHEMICAL GROUNDING DETAIL Z the xd appeahgm M, de-It
WEEP HOLE j
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4350 MEMORIAL DR,
OLONY, T% ]5055
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xoTE: • To GROUND
E: CAOWELD 'MSS' SHOWN ABOVE ARE EXAMPLES I. DOUBLING TAP' OR "STACKING ' OF CONNECTION IS NOT PERMITTED. TO PRIMARY
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ES OF CADwELOS M BE USED FOR THIS PFO.IECi.
E BGIBGI2 TYPE NO TO PIPE LIESUR STEEL NUMBER
TYPICAL GROUND BAR COAX CABLE M roFLAT KCFACE
CADWELD TYPES CONNECTIONS DETAIL 3 GROUNDING DETAIL BURNDY DETAILS E'5
S.
SCALE. H.T.S. SCALE: N.T.S. (STS)
SCALE: NONE
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NOTE: ='a
g
HANDRAIL REQUIRED FOR PLATFORMS TALLER THAN 3'.
PROVIDE (2) STEPS FOR PLATFORM TALLER THAN 18 99 w
10'x15' EQUIPMENT PLATFORM O ¢ C
m ~ v
/ 3 a
~ o~LL
~ c e
NEW (2) MCNICHOLS jT - W
o GRIP STRUT PARTY T-41514N .
Ttl
o C&11.5
(2) EACH A t PROJECT N0: DA7365B
DRAWN BY. CG
-6"a4" CHECKED BY: RS
FINISHED 0
GRADE ? ~ V 6" 4CONCRETE SLAB I" x 3/16"
o T GRATING \ 10 S 0 AENSED FlNAS
9 12 0 REVISED PRBIN Cih
I B 10/11 AEV FlNAIS PER ORC CO
] 9 21/09 AEV FlN- PER I
® ~ ru~ 6 9 IB/09 RE' EN. PER "D CO
I~ 10'x15' EQUIPMENT PLATFOR 5 711 09 AEl FlNALS PER DAC CO
NEW SAFETY STAIRS
4' CONCRETE STOOP
SAFETY STAIRS FOUNDATION AND PLATFORM DESION
SCALE: N,T,S 4-0 STRUCTURAL ANALYSIS IS M BE PROVIDED
PLATFORM PLAN VIEW 2 BY OTHERS. m
SCALE: 3/4"=1'
E...F. ~1I
5,000 Les. CAPACITY .RAJESH BENGAL
JACK (TYP. OF 6) y 88639
5,000 LBS. CAPACITY '11E~pF`rS ONA4E
4 - 5/8" BOLTS l
A JACK (M. OF 6) h 1
\ 16" DIAMETER BASE PLATE
WELDED BOTTOM OF JACK NEW SAFETY STAIRS The xd gpaxmg a I s d.-I
NOTE: / authalzed 02/IS/,IO gal, P.f
_ (nol Mid uN., iptd)
PLATFORM DESIGNED TO SET ON GROUND OR ON A CONCRETE
S ue/PIER. DA01365B
SIX (6) 5.000 LBS. LEVELING JACKS WITH I6" DIAMETER BASE PLATE SELECT FILL FOOT BASE PLATE FINISH
ON BOTTOM OF JACK WITH I' HOLE TO STAKE PLATFORM DOWN. (SEE SOIL NOTE) GRADE TXU COLONY 50/
PLATFORM DESIGNED TO SUPPORT A MAXIMUM OF 10,000 LBS ~Y \ GROUND HALO
/ 9350 MEMORIAL DR,
DISTRIBUTED OVER PLATFORM AREA BELOW TRENCHING THE COLONY, TX 75065
10 -0"
MAXIMUM WEIGHT PER CABINET SHALL NOT EXCEED 4,000 LBS, I GROUND ROD SHEET nnE
BELOW TRENCHING
u PLATFORM DETAILS
B'
SWARE SHEET NUMBEfl
PLATFORM LIFT 3 TRENCH BELOW
SCALE: 3/4'-1 TIN PLATFORM ELEVATION 4 S~1
' ATFORM SEE NOTE: 101
SCALE: 3/4"=1'
GAPE 151_ CAP 0' S"
4-5 >1 1 0 ----------'6
H
SITS - I BTS - 2 "I SITS - 3 GENERAL NOTES FOR INSTALLATION OF CABLE BRIDGE'.
1. MATERIALS USED WILL BE ONLY HOT DIPPED GALVANIZED.
0 2. ALL FIELD CUT SURFACES HAVE TO BE PAINTED WIN
COLA GALVANIZED PAINT.
1011 3. ALL CONNECTION HARDWARE SUCH AS LAGS, SHIELDS AND j
11111 F '-•--^^L LEAD TAP ANCHORS ARE TO BE SUPPLIED BY THE
IIIiI _GAMMA GRIP STRUT COVER. m
4. EXCESS THREADED ROD ON THE TOP OF THE GRIP STRUT U
HILL II IS TO BE CUT OFF AT A I" MAXIMUM LENGTH ABOVE THE o w
J BETA CRIB STRUT COVER.
TOW: 5, STABILIZER ANGLES ARE TO BE INSTALLED TO SNEO ' m w
WATER. El-I1 LL
21-0"_ 6. 1/2" THREADED ROD IS TO ATTACHES TO CONCRETE PAD BY
1 o o 77 A IN70 A LEAD TAP ANCHOR PROVIDED BY THE
0= `arS
ICE BRIDGE p'_p^ CONTRACTOR.
Z' ICE BRIDGE STAB INZER ANGLES ATTACH TO THE CONCRETE PAO BY
k I'-0" - 2'-7' 1 8 8 2'X2" ANGLE CLIPS ANCHORED WIN 3/8" LAG BOLTS m
T-aW+RI AND SHIELDS.
B. BUS BAR GROUND LEADS ARE TO BE IN 3/4' SCHEDULE
4 ] 80 PVC, ELEVATED BUS BAR LEADS SHOULD BE IN 3/4"
PVC HORIZONTAL TO A 45' TRANSITION UNTIL IT
G~ REACHES TIE CONCRETE, 45' TRANSITION AGAIN TO
HDRIZONTAL. RUN THE GROUND LEADS OFF THE ENO OF
T THE
PAO IN THE SAME DIRECTION ATTACHING EVERY 4' PROJECT NO. DAI365B
5 TO ANCHORED UNI-STRUT TO A 90' SWEEP CONTINUING
ALPHA VERTICAL TO GROUND CONNECTION.
BETA 9. AT THE TIME OF THE 3RD BTS FUTURE INSTALLATION, THE
ALPHA GAMMA GAMMA CONTRACTOR TASKED WITH THE ADDITIONAL CABLE RUNS DRAWN BY CG
BETA _ WILL HAVE TO INSTALL ADDITIONAL BRIDGE, MATCHING
BTS - 1 BTS 2 S - 3 THE MATERIALS OF THE EXISTING BRIDGE. CHECKED BY: RS
10. IF THE CABLE BRIDGE IS TO MOUNTED TOA PLATFORM,
2 THEN TIE APPROPRIATE SQUARE WASHERS, UNI-STRUT AND U.1 NALSTABILIZERS (PROVDED BY T-MOBILE). PADIM CD,
11, THE 1/2SUPER-FLEX JUMPERS GONG TO THE BTS WLL L$ PER OK C%
BE SUPPORTED VAM 3-1/2" HOLE CUSHION ASSEMBLY LS PER DRC CCi
SUPPLIED BY CONTRACTOR ACCORDING TO S RDR ORC CIA
MANUFACTURES' DIRECTIONS. LS PER ORC CO
FRONT ELEVATION
Q EX ERNAL (RIGHT HAND LAYOUT)
GROUNDING RING TYPICAL CABLE BRIDGE INSTALLATION
1 O' 4-0 8-0'
(TYP.I 7. D. 'f scnEE N,LS. O
C
RUCTURAL NOTES NO PARTICLES GREATER THAN 3 INCHES CONCRETE REINFORCING"
)ES 8: STANDARDS PERCENT PASSING NO. 4 SIEVE 40% - 807 PASSING 2003 UNIFORM BUILDING CODE PERCENT PASSING NO. 200SSIEVE 7LLESS THAN 20% 1 RIN ACCORDA CE STEELWITH ALS.T,M, DSPECFCATION A615 GRADEL 60.
STRUCTURAL CONCRETE: BUILDING CODE REQUIREMENTS FOR S. STRUCTURAL FILL SHALL BE PLACED IN LOOSE LIFTS NOT 2. DETAILING OF REINFORCING STEEL SHALL CONFORM TO THE ASSEMBLY PIECES:
°'T+•
STRUCTURAL CONCRETE, ACI 318-95 EXCEEDING 8 INCHES IN THICKNESS, WATERED AS REQUIRED AND AMERICAN CONCRETE INSTITUTE DETAILING MANUAL.
COMPACTED TO A MINIMUM OF 95 PERCENT OF THE MAXIMUM DRY 1O GRIP STRUT - 24" x 3" x 10
3VIDE FOR CONCRETE FLOOR AND SLAB CONSTRUCTION, DENSITY AS DEFINED N TXDOT TEST METHOD TXDOT-113-E AT A 3. ALL HOOKS AND BENDS IN REINFORCING BARS SHALL CONFORM TO 2 PLATFORM
ACI 302.1R-89. MOISTURE CONTENT WITHIN 3 PERCENT OF THE OPTIMUM MOISTURE ACI DETAILING STANDARDS UNLESS SHOWN OTHERWI$E.
IERAL CONTENT, 3 GROUND BAR \
4. IN BEAMS, SLABS, COLUMNS AND WALLS DETAIL REINFORCING AS
PRA SHALL VERIFY EXISTING CONDITIONS AND DIMENSIONS 6. COMPACTION AND MOISTURE CONTENT OF SUBGR ADP AND EACH LIFT FOLLOWS: O4 SURGE PROTECTOR Al PRIORIOR TO TO B BEGINNING WORK, AND ND N NOTIFY THE OWNER OF ANY OF ALIFIED QU STRUCTURAL FR SHALL NI INSPECTED AND APPROVED BY A CONDITIONS DIFFERENT THAN THOSE SHOWN IN THE CONTRACT ENGINEERI NG TECHNICIAN, SUPERVISED BY A LAP TOP REINFORCING BARS AT MID SPAN. RED INSULATOR ;DOCUMENTS. G~,OTECHNICAL ENGINEER. - N2 TINNED
~RP,JESH SEHGAL
O
7. PROVISIONS FOR DRAINAGE AND MAINTENANCE SHALL BE AS PER THE b) LAP BOTTOM REINFORCING BARS AT THE SUPPORTS. GROUND LEAD
'ONTRACTOR SHALL BE RESPONSIBLE FOR THE VERIFICATION AND I,-•- -
G®OTECHNICAL EXPLORATION REPORT. O7 10' JUMPERS FOR ALL SECTORS II .a: 88639 ,Q•
TOWER ANDOEQ~IPMENTNBUOINDICNOFOUFOR ND iIONSROPER FIT-UP OF THE c) NLAP OTED IONFORCING THERWISE BARS 36 BAR DIAMETERS MINIMUM, UNLESS II Pa:, (70EN5~•;~~
CAST4N PLACE CONCRETE +~AONALENG\
:ONTRACT0 SHALL FOLLOW THE CONSTRUCTION GUIDELINES 7, CONCRETE DESIGN AND REINFORCEMENT IN ACCORDANCE WITH d) STAGGER SPLICING OF HORIZONTAL REINFORCING 48 \
PROVIDED IN THE GEOTECHNICAL REPORT, 'BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE", ACI RreW ~ N tds s
e) PROVIDE CORNER BARS FOR ALL HORIZONTAL BARS AT THE w5 1 ehgd, hgd, P. E.
UC7URAL FILL R315-95 EINFO AND WITH "DETAILS AND DETAILING OF CONCRETE thaud ed by by R0 $
INSIDE AND OUTSIDE FACES AND TOP AND BOTTOM OF 02/05/10
REINFORCEMENT", ACI 375-80, REVISED 1986. IN TERSECTNG BEAMS OR WALLS. CORNER BARS ARE NOT (nol wlM unless agned)
ELECT STRUCTURAL FILL SHALL BE PLACED IN AREAS OF VOIDS REQUIRED IF HORIZONTAL BARS ARE HOOKED.
CAUSED BY SITE PREPARATION AND IN AREAS WHERE REQUIRED TO 2. ALL CONCRETE WORK SHALL U IN ACCORDANCE WITH
BRING GRADE TO PROPER ELEVATION. 30 E89FICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS", ACI 5. THE WELDING OF REINFORCING STEEL WILL NOT BE PERMITTED. DA01365B
rRIOR i0 PLACING REQUIRED FILL MATERIAL, REMOVE FROM THE 6. HEAT SHALL NOT BE USED IN THE FABRICATION OR TXU COLONY 5014
SITE ALL COBBLES, BOULDERS, AND VEGETATION, AS WELL AS 3. NO CONCRETE ADMIXTURES SHALL BE PERMITTED WITHOUT THE INSTALLATION OF REINFORCEMENT.
OTHER DELETERIDUE MATERIALS, INCLUDING ANY LOOSE OR REVIEW OF THE ENGINEER.
7. THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR
EXCESSIVELY ORGANIC MATERIAL FROM THE EXISTING 4, CONTRACTOR SHALL BE RESPONSIBLE FOR THE ADEQUACY OF THE REINFORCEMENT UNLESS NOTED OTHERWISE ON THE DRAWINGS: 4350 MEMORIAL DR.
THIS MATERIAL SHOULD BE STRIPPED TO A MINIMUM DEPTH EPTH OF F 6 FORMS AND SHORING AND FOR SAFE PRACTICE IN THEIR USE AND THE COLONY, TX ]5065
INCHES AND REMOVED FROM THE SITE. ALL EXPOSED SURFACES REMOVAL. 0) CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO
SHALL THEN BE INSPECTED BY PROBING, TESTING, AND PROOF- EARTH 3" Er nnE
ROLLING AS SPECIFIED IN THE GEOTECHNICAL EXPLORATION 5. PLACING OF CONCRETE IN PIERS SHALL BE THROUGH "ELEPHANT snE
REPORT, PRCOF-ROLLING PROCEDURES SHOULD BE OBSERVED BY THE TRUNK" TUBULAR CHUTES LOCATED SUCH THAT THE FREE AIR DROP b) CONCRETE EXPOSED TO EARTH OR WEATHER CABLE BRIDGE DETAIL
PROJECT GEOTECHNICAL ENGINEER OR HIS REPRESENTATIVE. OF THE CONCRETE DOES NOT EXCEED 6 FEET. ALTERNATE
PLACEMENT METHODS OF CONCRETE, WITH OR WITHOUT ADMIXTURES, I) p6 THROUGH 2.0" & STRUCTURAL NOTE
i) N5 AND SMALLER 1,5"
THE EXPOSED SUBGRADE SHOULD NOT BE ALLOWED TO DRY OUT PRIOR SHALL NOT BE USED UNLESS APPROVED BY THE ENGINEER.
TO PLACING STRUCTURAL FILL
RUCTURAL FILL MATERIAL SHALL HAVE A PLASTICITY INDEX 6. CAST IN PLACE CONCRETE SHALL BE NORMAL WEIGHT CONCRETE WITH B. ALL REINFORCING ACCESSORIES SHALL BE STAINLESS STEEL,
GALVANIZED, OR PLASTIC TIPPED. SHEET NuMaEx
BETWEEN AND 15 AND A LIQUID LIMIT LESS THAN 40. GRADATION A BETWEEN DESIGN 3" AND 5 STRENGTH OF 3,000 P51 AT 28 DAYS, AND A SLUMP NOTES
OF MATERIAL SHALL BE AS FOLLOWS: z
SCALE: N.-
M p
m
i
..r.., e - TYPE A CONCRETE HEADER
c%--SION ~ONT q '
. - e ..wva ,.yam
„ PNEWAY DfT.. A14,. 1 b ~o,.,. 8 a U
,
i
`\v TYPE 0 CONCET F'E\ ER i w,e
TY3
I t ~ ~6_RAYN±G._TWSKHE63
i ...STANDARDS ~
i
c CJNCRI C T.\UnRDS,
> PROJECT N0: OA93658
, ..,AFSi4EVTlAb yoL Fcroa a ncH ggT'FRya, sraeeT.
CORVSTPUGii'.,',Y .HINT.
END OF ROAD ?M1flRICADE RETAIL ,b..,,,s
n` CHECKED BY! RS
COs
9 1 O (Q 00"o
" 8 10/17/99 REY FlNNS F. ORC EGII
_ a.... .ti' awrr
w 7 9 109 AEY FlNAI$ PER DAC COMI
F,%Ta. C+ ExUVA ;JN, ,fl `-4L'e`',~.. 'sR6..OQNQRET G Dy - 6 9/19/09 REV FlNPiS PFR ORO -1
' 5 7 22 03 REV FlNALS PFR 0RC CORI
X
O ANY
CI
RAJESH BENGAL
Q A'• 88639
04 p
IM1e red ap mq m Nis 4-1 e
WWI* by Roj Ih S146, P.E.
02/05/10
(not wrd .1. irm)
DA01365B
TXU COLONY 50/4
4350 MEMORIAL DR.
THE COLONY, TX 75065
' SNEEL 11>tF
PAVING
DETAILS
611T NUMBER
S-3
EXHIBIT C
To the Agreement dated e~. ] ( , 2010, by and between City of The Colony,
Texas, a municipal corporation, as Licensor and T-Mobile West Corporation, a Delaware
corporation, as Licensee.
RECORDED AT REQUEST OF, AND
WHEN RECORDED RETURN TO:
T-Mobile West Corporation
7668 Warren Pkwy
Frisco, TX 75034
Attn: Property Manager
MEMORANDUM OF AGREEMENT
DA1365A / TXU Colony 50/4
APN: R313738
This MEMORANDUM OF AGREEMENT is entered into on this 2010, by
City of The Colony, Texas, a municipal corporation, with an address at 6800 Main Street, The
Colony, Texas 75056 (hereinafter referred to as "Licensor") and T-Mobile West Corporation, a
Delaware corporation, with an office at 7668 Warren Pkwy, Frisco, TX 75034 (hereinafter
referred to as "Licensee").
1. Licensor and Licensee entered into a Communication Facility License Agreement
("Agreement") dated as of ~,ek- . 1 , 2010, effective upon full execution of the parties
("Effective Date") for the purpose of Licensee undertaking certain investigations and tests and,
upon finding the Land appropriate, for the purpose of installing, operating and maintaining a
communications facility and other improvements. All of the -foregoing is set forth in the
Agreement.
2. The term of the Agreement is for five (5) years commencing on the earlier of the
start of construction of the Licensee Facilities or twelve (12) months after full execution of the
Agreement ("Commencement Date"), and terminating on the fifth anniversary of the
Commencement Date, with three (3) successive five (5) year options to renew.
3. The Land that is the. subject of the Agreement is described in Exhibit A attached
hereto. The portion of the Land being licensed to Licensee and all necessary access and utility
licenses (the "Land") are set forth in the Agreement.
[signatures on next page]
Page I 1 of 13 CITY OF THE COLONY, TEXAS
GROUND LICENSE AGREEMENT
76678
TM 41511
IN WITNESS WHEREOF, the parties have executed this Memorandum of Agreement as of
the day and year first written above.
LICENSOR: LICENSEE:
City of The Colony, Texas, T-Mobile West Corporation,
a municipal corporation a Delaware corporation
By: By:
Name: f1~on .Try n s Name: ooper
Title: 1 Title: Area Director. Engineering and
{ mac'- Operations
Date: -z Date: 2
la
STATE OF Te ,c
COUNTY OF ff
On'2q, . / 0 , before me, e- feu Notary Public, personally appeared
103, Z J n SA-" , personally known to me (or proved to me on the basis of
satisfactory evidence) to be the person whose name is subscribed to the within instrument and
acknowledged to me that they executed the same in their authorized capacity, and that by their
signature on the instrument, the person, or the entity upon behalf of which the person acted,
executed the instrument.
anu
W S S m h nd
v Chti3fi@ N6tJ W11101111
A Pa riy
Nomy Public,
Notary Public Sate of Texas
tomm,Exp. 11-22-13
My commission expires:
STATE OF kkS
COUNTY OF ° tnl
On OA 11 !J , before me, 4-it- to ~Syx~Notary Public, personally appeared
persona y known to me (or proved to me on the basis of
satisfactory evidence) to be the person whose name is subscribed to the within instrument and
acknowledged to me that they executed the same in their authorized capacity, and that by their
signature on the instrument, the person, or the entity upon behalf of which the person acted,
executed the instrument.
- my hand cial seal.....•
(SEAL) =o~ppv P KIMBERLY LASHANN DIXSON
Otary Publl MyCJuly011,,i20 3xpires
My commission expires: b 3
Page 12 of 13 CITY OF THE COLONY, TEXAS
GROUND LICENSE AGREEMENT
76678
TM 41511
MEMORANDUM OF AGREEMENT
EXHIBIT A
DESCRIPTION OF LAND
The Land is described and/or depicted as follows (metes and bound description):
Page 13 of 13 CITY OF THE COLONY, TEXAS
GROUND LICENSE AGREEMENT
76678
TM 41511
FIELD NOTES
LEASE AREA
BEING a 0.007 acre (300.00 sq. ft.) tract and being all that certain lot, tract or parcel of land situated in the H.
Hedgecox Survey, Abstract No. 533, in the City of the Colony, Denton County, Texas, and being part of called 7.165
acre tract described in a deed from Colony 34, Ltd. to the City of the Colony as recorded in Deed No. 2006-153879,
Deed Records of Denton County, Texas, and being more particularly described as follows:
COMMENCING from a 1/2 inch iron rod found at the southeast corner of said 7.165 acre tract;
THENCE N 65°59'01" W along the south line of said 7.165 acre tract a distance of 145.57 feet and N 24°25'54" E
across said 7.165 acre tract a distance of 605.75 feet to a 1/2 inch iron rod set at the POINT OF BEGINNING of said
lease area;
THENCE N 65°34'06" W across said 7.165 acre tract a distance of 15.00 feet to a 1/2 inch iron rod set, for a corner;
THENCE N 24°25'54" E across said 7.165 acre tract a distance of 20.00 feet to a 1/2 inch iron rod set, for a corner;
THENCE S 65°34'06" E across said 7.165 acre tract a distance of 15.00 feet to a 1/2 inch iron rod set, for a corner;
THENCE S 24°25'54" W across said 7.165 acre tract a distance of 20.00 feet to the POINT OF BEGINNING and
containing 0.007 acres (300.00 sq. ft.) of land.
1, Ronald D. Wimberley, Registered Professional Land Surveyor, State of Texas, do certify that the field notes hereon
are a true, correct and accurate representation of the property as determined by an on the ground survey conducted on
March 31, 2009, under my supervision.
S4
Ronald D. Wimberley, R.P.L.S. No. 6005
WIMBERLEY SURVEYING PROFESSIONALS
DATE: April 3, 2009 P.O. BOX 9237
JOB NO. 09029 GREENVILLE, TEXAS 75404
903-450-8100
F
5 Te;~ ;-f
RONALD D. WIMBERLEY
-•S U R \j
Site Name: TXU Colony 50/4
Site. No.: DA 1365-B
FIELD NOTES
ACCESS EASEMENT
BEING all that certain lot, tract or parcel of land situated in the H. Hedgecox Survey, Abstract No. 533, in the City of
the Colony, Denton County, Texas, and being part of called 7.165 acre tract described in a deed from Colony 34, Ltd.
to the City of the Colony as recorded in Deed No. 2006-153879, Deed Records of Denton County, Texas, and being a
12 feet in width access easement, the centerline of said easement being more particularly described as follows:
COMMENCING from a 1/2 inch iron rod found at the southeast corner of said 7.165 acre tract;
THENCE N 65°59'01" W along the south line of said 7.165 acre tract a distance of 145.57 feet and N 24°25'54" E
across said 7.165 acre tract a distance of 619.75 feet to the POINT OF BEGINNING of the centerline of said easement;
THENCE S 65034'06" E across said 7.165 acre tract a distance of 30.00 feet to a point, for a corner;
THENCE N 24025'54" E across said 7.165 acre tract a distance of 211.92 feet to the POINT OF TERMINATION of
the centerline of said 12 feet in width access easement.
I, Ronald D. Wimberley, Registered Professional Land Surveyor, State of Texas, do certify that the field notes hereon
are a true, correct and accurate representation of the property as determined by an on the ground survey conducted on
March 31, 2009, under my supervision.
Ronald D. Wimberley, R.P.L.S. No. 6005
WIMBERLEY SURVEYING PROFESSIONALS
DATE: April 3, 2009 P.O. BOX 9237
JOB NO. 09029 GREENVILLE, TEXAS 75404
903-450-8100
OF.
\Q.~G s r eRF+
RONALD D. WIMBERLEY
P:~.
6005
•.SUR
Site Name: TXU Colony 50/4
Site No.: DA 1365-B
FIELD NOTES
UTILITY EASEMENT (POWER)
BEING all that certain lot, tract or parcel of land situated in the H. Hedgecox Survey, Abstract No. 533, in the City of
the Colony, Denton County, Texas, and being part of called 7.165 acre tract described in a deed from Colony 34, Ltd.
to the City of the Colony as recorded in Deed No. 2006-153879, Deed Records of Denton County, Texas, and being a 5
feet in width utility easement, the centerline of said easement being more particularly described as follows:
COMMENCING from a 1/2 inch iron rod found at the southeast corner of said 7.165 acre tract;
THENCE N 65°59'01" W along the south line of said 7.165 acre tract a distance of 145.57 feet and N 24°25'54" E
across said 7.165 acre tract a distance of 611.25 feet to the POINT OF BEGINNING of the centerline of said easement;
THENCE S 40°52'34" E across said 7.165 acre tract a distance of 187.53 feet to the POINT OF TERMINATION of the
centerline of said 5 feet in width utility easement.
I, Ronald D. Wimberley, Registered Professional Land Surveyor, State of Texas, do certify that the field notes hereon
are a true, correct and accurate representation of the property as determined by an on the ground survey conducted on
March 31, 2009, under my supervision.
Ronald D. Wimberley, R.P.L.S. No. 6005
WIMBERLEY SURVEYING PROFESSIONALS
DATE: April 3, 2009 P.O. BOX 9237
JOB NO. 09029 GREENVILLE, TEXAS 75404
903-450-8100
.0F. T
~?:•G` ~eRF~
RONALD D. WIMBERLEY
~6005
op
••S U R
Site Name: TXU Colony 50/4
Site No.: DA 1365-B
FIELD NOTES
UTILITY EASEMENT (TELCO)
BEING all that certain lot, tract or parcel of land situated in the H. Hedgecox Survey, Abstract No. 533, in the City of
the Colony, Denton County, Texas, and being part of called 7.165 acre tract described in a deed from Colony 34, Ltd.
to the City of the Colony as recorded in Deed No. 2006-153879, Deed Records of Denton County, Texas, and being a 5
feet in width utility easement, the centerline of said easement being more particularly described as follows:
COMMENCING from a 1/2 inch iron rod found at the southeast corner of said 7.165 acre tract;
THENCE N.65°59'01" W along the south line of said 7.165 acre tract a distance of 145.57 feet and N 24°25'54" E
across said 7.165 acre tract a distance of 605.75 feet and N 65°34'06" W across said 7.165 acre tract a distance of 15.00
feet and N 24°25'54" E across said 7.165 acre tract a distance of 2.50 feet to the POINT OF BEGINNING of the
centerline of said easement;
THENCE N 65°34'06"WE across said 7.165 acre tract a distance of 3.21 feet to a point for corner in the centerline of
said 5 feet in width utility easement.
THENCE S 65°37'02" W across said 7.165 acre tract a distance of 114.67 feet to the POINT OF TERMINATION of
the centerline of said 5 feet in width utility easement.
I, Ronald D. Wimberley, Registered Professional Land Surveyor, State of Texas, do certify that the field notes hereon
are a true, correct and accurate representation of the property as determined by an on the ground survey conducted on
March 31, 2009, under my supervision.
54
Ronald D. Wimberley, R.P.L.S. No. 6005
WIMBERLEY SURVEYING PROFESSIONALS
DATE: April 3, 2009 P.O. BOX 9237
JOB NO. 09029 GREENVILLE, TEXAS 75404
903-450-8100
OF. T
RONALD WIMBERLEY
P 6005
o
~4,~ S
Site Name: TXU Colony 50/4
Site No.: DA 1365-B
FIELD NOTES
IRRIGATION EASEMENT
BEING all that certain lot, tract or parcel of land situated in the H. Hedgecox Survey, Abstract No. 533, in the City of
the Colony, Denton County, Texas, and being part of called 7.165 acre tract described in a deed from Colony 34, Ltd.
to the City of the Colony as recorded in Deed No. 2006-153879, Deed Records of Denton County, Texas, and being a 5
feet in width irrigation easement, the centerline of said easement being more particularly described as follows:
BEGINNING at a 1/2 inch iron rod found in the west line of said 7.165 acre tract which bears N 33°43'06" E a distance
of 332.08' from the southwest corner of said 7.165 acre tract;
THENCE N 44°30'39"E across said 7.165 acre tract a- distance of 241.16 feet to a point for corner in the centerline of
said 5 feet in width irrigation easement.
THENCE N 24°25'54" E across said 7.165 acre tract a distance of 15.13 feet to the POINT OF TERMINATION of the
centerline of said 5 feet in width irrigation easement.
I, Ronald D. Wimberley, Registered Professional Land Surveyor, State of Texas, do certify that the field notes hereon
are a true, correct and accurate representation of the property as determined by an on the ground survey conducted on
March 31, 2009, under my supervision.
Ronald D. Wimberley, R.P.L.S. No. 6005
WIMBERLEY SURVEYING PROFESSIONALS
DATE: April 3, 2009 P.O. BOX 9237
JOB NO. 09029 GREENVILLE, TEXAS 75404
903-450-8100
OF. T
\P.G Sie~Ff
C/): o•:~~
RONALD D. WIMBERLEY
6005 P t~
. o ?.O
••F£SS\o
~ •.S U R~~'
Site Name: TXU Colony 50/4
Site No.: DA 1365-B