DEPARTMENT OF PUBLIC SAFETY
INTEROFFICE MEMORANDUM
TO:
VIA:
FROM:
DATE:
SUBJECT:
Board of County Commissioners
Terry Shannon, County Administrator f1-5
Jacqueline K. Vaughan, Public Safety Director-) November 10, 2016
Antenna Mounting Space Agreement between Chesapeake Beach and County
Commissioners of Calvert County
Background:
The County Commissioners of Calvert County awarded on March 1, 2016, the Public Safety 800 MHz
radio system design, delivery, installation and testing contract to Motorola Solutions, Inc.
Discussion:
During the detailed design review for the new Public Safety Radio System a potential antenna space site
location was identified on the water tank owned by Chesapeake Beach on Dark Star Lane. We have
worked with The Town of Chesapeake Beach to develop an Antenna Mounting Space Agreement that
allows Calvert County employees, Motorola Solutions, Inc. and Sub-Contractors of Motorola Solutions,
Inc. access to this site to install antennas on the water tank. By entering into this agreement Calvert
County would allow the Town of Chesapeake Beach access to a talk group on the radio system and a
determine allotment of radios on the system. In addition, the Town of Chesapeake Beach agrees not to
charge the County rental space on the water tank.
Conclusion/Recommendation:
It is recommended that the Board of County Commissioners authorize the President of the Board to sign
the attached Antenna Mounting Space Agreement.
Fiscal Impact:
None
Attachments
ANTENNA MOUNTING SPACE LEASE AGREEMENT
This Antenna Mounting Space Lease (the "Lease Agreement"), made this
day of
, 20
, by and between CHESAPEAKE BEACH ("the Town") , a
Maryland municipal corporation and COUNTY COMMISSIONERS OF CALVERT
COUNTY, MARYLAND ("Lessee"), a body corporate and politic of the State of Maryland.
WHEREAS, the Lessee is in need of antenna mounting space at a location at which the Town
owns a water tank, known and designated as the Chesapeake Village Water Tank located at
3736 Dark Star Lane, Chesapeake Beach, Maryland (the "Water Tank"), said property being
more particularly identified as Tax Map
, Parcel
, Tax Account
; and
WHEREAS, the Town has identified antenna mounting space on the Water Tank and is willing
to lease said space to the Lessee; and
WHEREAS, the Town has determined that leasing antenna mounting space for use by Calvert
County ("the County") for the purpose of enhancing the County's public safety communications
system will benefit the public and the Town ; and
NOW, THEREFORE, for and in consideration of the mutual covenants and conditions set forth
herein, and other good and valuable consideration, the receipt and sufficiency of which is hereby
acknowledged, the parties hereby agree as follows:
1. PREMISES:
(A)
The Town hereby leases to the Lessee and the Lessee hereby leases from the Town that
specific land area and antenna mounting space, as more particularly described in the Site
Utilization Plan (also known as the Lease Exhibits), attached hereto as Exhibit A, which
is located on or near the Water Tank (the "Premises"), for the term, at the rent, and upon
all of the conditions and agreements set forth herein.
(B)
By taking possession of the Premises, the Lessee accepts them in the condition in which
they may then be, and waives any right or claim against the Town arising out of the
current condition of the Premises, including the improvements thereon, the appurtenances
thereto, and the equipment thereof.
2. TERM:
(A)
The term of this Lease Agreement shall be for a period of twenty (20) years and shall
commence ("Commencement Date") on
, and shall terminate
on
. This term and any renewal terms are collectively referred to
herein as the "Term".
(B)
The Lessee shall have the option to extend this Lease Agreement for Three (3) additional
Five (5) year Terms by giving the Town written notice of its intention to do so at least six
(6) months prior to the end of the then current Term; provided, however, that the Lessee
at and up to the time of said renewal has fully and completely complied with all terms
and conditions of this Lease Agreement as determined by the Town in its reasonable
discretion.
(C)
Notwithstanding anything in this Agreement to the contrary, the Town retains the right to
terminate the Lease if the interests of the Town, in the judgment of the Town Council, so
require. Except in circumstances where emergency conditions prevent it, the Town shall
give the Lessee at least six (6) months' notice of its intent to terminate the Lease.
3 RENT
(A)
The Lessee shall pay to the Town the sum of
0
Dollars. The Lessee
agrees to allow the Town to operate on the County's Public Safety Communications
System ("the System") by providing it with up to ten radios, charges and talkgroups on
the radio system as long as there is infrastructure on the Tank, provided that it is intended
that, if the County's technology changes the County will replace it with equivalent
technology as necessary to continue the Town to operate on the System.
4. USE OF PREMISES:
(A)
The Lessee agrees to use the Premises solely for the purposes of construction, erection,
reconstruction, operation, maintenance, repair, and removal of a telecommunications
antenna(s) per the equipment and area as approved in the lease exhibit (collectively
"Permitted Use"). All structures and equipment intended to be used on the Premises and
the frequencies of operation of such equipment are set forth in detail in Exhibit B also
known as manufacturer's equipment information (collectively, including approved
modifications and additions, "Lessee's Equipment"). Neither the Town nor the Lessee
shall place any sign, advertisement, or other notice on or about the Premises which
identifies the Lessee in any way.
(B)
The Town reserves the right to approve all construction methods, materials, arrangement
and restorations prior to placing the Lessee's Equipment into operation.
(C)
The Lessee agrees that its use of the Premises shall not interfere in any way, including
through radio frequency interference, with any operations of the Town. In the event that
the Town believes, in the Town's sole judgment and opinion, that Lessee is causing any
interference with the Town's Operations, the Town shall give oral and written notice of
the interference to the Lessee. Immediately upon receiving notice of the interference, the
Lessee shall dispatch authorized representatives to inspect and test the Lessee's
Equipment. The Town may perform, or cause to be performed, a technical evaluation to
determine the cause of interference. The Town shall not, as a part of a technical
evaluation, disconnect, terminate, or interrupt the electrical service to the Lessee's
Equipment. For a period of thirty (30) calendar days after the Town determines that the
Lessee caused interference and that the interference was not remedied, the Lessee may
request to remain on the Premises and perform intermittent testing of potential cures
during hours specified by the Town. At the completion of thirty (30) calendar days after
the Town determines that the Lessee caused interference, the Lessee shall provide the
Town a report of the Lessee's actions and proof that the Lessee is no longer the cause of
interference. If, in the Town's judgment, the Lessee's actions continue to cause
interference, the Town may terminate the Lease upon thirty days' notice, without regard
to any longer notice periods otherwise required for termination of this Lease.
5. HOLD HARMLESS:
(A)
The Lessee accepts the Premises in their present condition. Lessee agrees to release, hold
harmless, and defend the Town, its officers, agents, servants, employees, and assigns,
from any and all suits, claims, demands, liabilities, damages, costs, and reasonable
expenses (including legal fees), arising from the installation, use, maintenance, repair,
and removal of the Lessee's Facilities, except the Lessee shall not hold harmless and
indemnify the Town, its officers, agents, employees, contractors and subcontractors from
any suit, claim, or demand arising out of a duty to act, negligence or willful misconduct
of the Town, its officers, agents, employees, contractors and subcontractors.
(B)
The Lessee further agrees to defend any suits, claims, demands, actions, or proceedings
brought against the Town based upon any such injury, death, loss, damage, from any and
all fines and/or citations from any local, state, or federal agency as a result of any alleged
or actual violation of any laws, rules, or regulations of any local, state or federal agency,
associated with its use of the Premises for the installation, operation or maintenance of its
equipment. The Lessee agrees to pay all costs and reasonable expenses, including
reasonable legal fees, in connection with suits, claims, demands, actions, or proceedings
in any manner arising out of the activities associated with its use of the Premises, by its
agents, servants, employees, assigns, contractors, or subcontractors. The Lessee shall not
hold harmless and indemnify the Town, its officers, agents, employees, contractors and
subcontractors from any suit, claim, or demand arising solely out of a duty to act,
negligence or willful misconduct of Town, its officers, agents, employees, contractors
and subcontractors.
(C)
.
6. INSTALLATION:
(A)
The Lessee's Equipment shall not be installed without prior written approval of the
Town.
(B)
Upon the Commencement Date of this Lease Agreement, with prior notice to the Town,
the Lessee shall have access to the Premises at such times as the Town and the Lessee
mutually agree for the purposes of undertaking any necessary tests, studies, and
inspections relating to the Lessee's Permitted Use of the Premises and at such times as
the Town and the Lessee mutually agree.
(C)
In the event the Lessee is unable to use the Premises for the purpose stated herein, and
terminates this Lease Agreement in accordance herewith, the Lessee agrees that it shall
restore portions of the Premises that have been damaged, modified, or altered by or on
behalf of the Lessee as nearly as possible to their original condition.
(D)
The Lessee shall submit to the Town for the Town's written approval detailed plans (as
the "Construction Drawings") for site utilization for the Lessee's Equipment. No
installation shall commence until the Town has approved the plans. Once the
Construction Drawings are approved, no changes or modifications may be made without
prior Town approval. The Town reserves the right to reject any proposed change or
modification for any reason. The Lessee shall pay for all costs and expense relating to the
installation of the Lessee's Equipment, including, without limitation, the repainting,
relining or recoating of the Water Tank if the Town has a reasonable belief that such
work is necessary due to the Lessee's installation of Lessee's Equipment.
(E)
The Lessee shall, at its sole cost and expense, obtain all Federal, State, County and other
permits and authorizations required to construct, operate, or otherwise implement its use
of the Premises and Lessee's Equipment, including but not limited to, any variance,
special exception, or zoning certificate of use required under the Zoning Article of the
Calvert County Code. The Lessee shall provide the Town with copies of all permits and
authorizations, and no installations or other work will be performed by the Lessee until
such permits and authorizations are submitted to the Town. Upon request by the Lessee,
the Town shall make appropriate personnel available to provide technical information
necessary for pursuing any application for a variance or special exception.
(F)
All construction must be completed within twelve (12) months after execution of the
Lease Agreement. The Town reserves the right to approve all construction methods,
materials, arrangement and restorations prior to placing the Lessee's Equipment into
operation.
(G)
The Town must approve the persons or entities chosen by the Lessee to install, maintain,
and operate the Lessee's Equipment and that said installation, maintenance, and operation
will in no way damage or interfere with the Town's Operation, including use of the Water
Tank. The Lessee shall install only such of the Lessee's Equipment that has been
approved by the Town.
(H)
No installation on the Water Tank or modification shall be undertaken by the Lessee at
any time without the prior written consent and approval of the Town.
(I)
In the event that any of the Lessee's Equipment is not approved for installation and, as a
result of such disapproval, the Lessee is unable to use the Premises for the Permitted Use;
the Lessee may elect to terminate this Lease Agreement in accordance with the terms of
this Lease Agreement.
(J)
No materials or techniques shall be used which will cause corrosion or rust or
deterioration of the Water Tank structure or its appurtenances.
(K)
At the Town's discretion, all installation, repair, maintenance, or other activities of the
Lessee requiring access to the Water Tank structure shall be performed in the presence of
and shall be subject to the direct inspection of a designated employee or agent of the
Town. Such representative of the Town shall have the authority to direct any employee
or agent of the Lessee who is working on the Water Tank to cease any activity when such
direction is necessary to protect the Town property or the Town's Operation.
(L)
The Lessee shall perform all work in a good and workmanlike manner, and in such a
manner as to not interfere with any aspect of Town property or the Town's Operation.
(M)
All subsequent additions, modifications, or alterations, if approved by the Town, shall be
undertaken in accordance with the terms of this Section.
7. MAINTENANCE AND NORMAL OPERATIONS:
The Lessee shall have access to the Water Tank only under the terms and conditions set
(A)
forth in this Lease Agreement. The Lessee shall notify the Town as identified in
Paragraph 23 of this Lease Agreement, of its desire and intention to perform any nonemergency maintenance on the Lessee's Equipment that requires access to the Water
Tank at least thirty-six (36) hours before such work commences. Should the Lessee
require immediate access to the Water Tank for emergency repairs, the Lessee shall
secure permission from the Town as identified in this Lease Agreement.
(B)
The Lessee shall maintain the Lessee's Equipment in proper operating condition and
maintain the site in satisfactory condition as to appearance and safety. The Lessee shall
inspect the Lessee's Equipment that is attached to the Water Tank on a regular basis, but
in no event less than annually, and shall submit a written statement of its findings to the
Town.
(C)
No changes or modifications from the approved Lease Exhibits or Construction Drawings
may be made without prior Town approval. The Town reserves the right to reject any
proposed change or modification for any reason.
(D)
It is the responsibility of the Lessee to maintain the leased Premises. Landscaping may
be required at the discretion of the Town.
(E)
Lessee's Equipment must meet the noise requirements of the Town. Upon written notice
from the Town that any of Lessee's Equipment emits noises that cause a conflict between
the Town and neighboring landowners or that violate Town or County law, the Lessee
shall take all steps necessary to correct and reduce the noise to the satisfaction of the
Town.
8. MODIFICATION REQUESTS: During the term of this Lease Agreement, if the Lessee
wants to make any change or modification to the Lessee's Equipment, the Lessee shall make
its request in writing and specify in detail the proposed change or modification. The Town
will respond to any such request within twenty (20) working days of receipt. The Town
reserves the right to reject any proposed change or modification for any reason. Where the
change or modification does not expand the number or size of the facilities, the Town will
not unreasonably withhold its approval of a request for such a modification
9. UTILITIES:
(A)
Should the Lessee require electrical power, telephone, or utilities of any kind for any
purpose, the Lessee shall be responsible for acquiring such utilities and for ensuring that
they are separately metered from the Town's utilities. The Lessee shall pay all charges
for all utilities used by the Lessee on the Premises directly to the utility provider.
(B)
The Lessee is solely responsible for any backup emergency power system it may require.
(C)
The Lessee shall be responsible for the expansion or improvement of the utility services,
under the supervision of the Town, should the Lessee require such expansion or
improvement. The Lessee shall be responsible for the installation from the site of
existing utility services to the Lessee's Equipment. The Town shall not be liable in
damages or otherwise for any failure or interruption of any utility service being furnished
to the Premises and no such failure or interruption shall entitle the Lessee to terminate
this Lease Agreement.
10. PEACEFUL POSSESSION:
The Town covenants that the Lessee, upon the payment of
Rent and the performance of the covenants and conditions of this Lease Agreement, shall and
may peaceably and quietly have, hold, and enjoy the Premises for the term of this Lease
Agreement. The Town expressly reserves the right to enter into additional or subsequent
Leases of portions of the Water Tank with others, provided, however, that no subsequent
Lease shall interfere with the rights of the Lessee under this Lease Agreement.
11. TAXES: The Lessee is solely responsible for any and all taxes assessed by reason of the
installation by the Lessee of the Lessee's Equipment, which taxes shall be paid promptly by
the Lessee when due.
12. LESSEE'S PROPERTY:
(A)
The Lessee's Equipment placed on the Premises by the Lessee shall be and remain the
property of the Lessee, and upon the termination of the Lease Agreement, the Lessee
shall, subject to the provisions of Paragraph 4 of this Lease Agreement, enter onto the
Premises and remove Lessee's Equipment, including fixtures. Upon removal of Lessee's
Equipment by the Lessee, the Lessee agrees to restore the Premises, including the Water
Tank, to its condition prior to installation. However, the Lessee may request prior
approval from the Town to leave in place any item which is directly connected to the
Water Tank, the removal of which would affect the structure of the Water Tank. Such
items shall then become the property of the Town, without the requirement of any or
further compensation. Notwithstanding anything herein to the contrary, the parties agree
that only so much of the item needed to ensure the integrity of the Water Tank may be
left on the Water Tank under this Paragraph. Nothing contained in this Paragraph or in
this Lease Agreement shall presume or infer that the Lessee shall have or has any right to
hold over; and, at such time, the Lessee shall be a tenant at sufferance. Further, the
Lessee shall be subject to immediate judicial proceedings to enforce this Paragraph and
all other provisions of this Lease Agreement.
(B)
Subject to Paragraph (A) of this section, the Lessee shall, within thirty (30) calendar days
after the expiration or other termination of this Lease Agreement, remove all of the
Lessee's Equipment from the Premises. In the event of labor disputes, adverse weather
conditions, acts of God, or any other condition beyond the reasonable control of the
Lessee, which shall prevent the removal of the Lessee's Equipment from the Premises
within the thirty (30) calendar day period, the Lessee shall be allowed an additional
reasonable period of time to remove such equipment. In the event that the Lessee fails to
remove any of the Lessee's Equipment from the Premises within thirty (30) calendar days
(or additional period allowed as set forth herein), the Town shall have the equipment
removed and disposed of at the Lessee's expense.
13. MATERIALS AND CLAIMS: All materials furnished for any work done on the Premises
by the Lessee shall be at the Lessee's sole cost and expense. The Lessee agrees to protect the
Premises and the Town from all claims of contractors, laborers, and materialmen.
14. INSURANCE: At all times during the term of this Lease Agreement, including the time for
removal of Lessee's Equipment as provided for in this Lease Agreement, the Lessee shall
obtain, pay all premiums for, and file with the Tow Office of Budget and Finance, written
evidence of payment of premiums and executed duplicate copies of the following:
(A)
A commercial general liability policy indemnifying, defending, and saving harmless the
Town and its agents and employees from all claims, suits, costs, losses, and expenses that
may in any manner result from or arise out of the use or occupancy of the Premises,
including the Water Tank, by the Lessee, and including the installation, maintenance,
operation, repair, removal, use, or existence of the Lessee's Equipment, with a minimum
bodily injury limit of $1,000,000 per injury or death of any one person and an aggregate
limit of $3,000,000 for injury or death of two or more persons in any one occurrence.
Such insurance shall name the Town of Chesapeake Beach, Maryland, its agents and
employees, as additional insureds.
(B)
Property damage insurance indemnifying, defending, and saving harmless the Town and
its agents and employees from all claims, suits, costs, losses, and expenses with a
minimum liability limit of $1,000,000 for property damage to the property of any one
person and an aggregate limit of $3,000,000 for property damage to the property of two
or more persons in any one occurrence. Such insurance shall name the Town of
Chesapeake Beach, Maryland, its agents and employees, as additional insureds.
(C)
Within thirty (30) days from execution of this Lease Agreement, the Lessee shall deliver
to the Town a policy or certificate evidencing compliance with the insurance
requirements of this Lease Agreement. Such initial policy or certificate and subsequent
policies or certificates shall be delivered to the Town Office of Finance and Budget.
15. LIABILITY AND INDEMNITY: The Lessee agrees to indemnify, defend, and save the
Town, its officers, directors, licensees, employees, agents, servants, contractors and
subcontractors harmless from and against any liability and all claims of whatever nature
arising from or claimed to arise from any act or omission of the Lessee, or its officers,
directors, contractors, licensees, agents, servants, or employees, or arising from any incident,
injury, or cause whatsoever to any person or to any property occurring in, on, or about the
Premises or any part thereof or outside the Premises. The Lessee's obligation includes all
costs, expenses, and liabilities incurred in connection with any claim or proceeding,
including the reasonable expense of investigating and defending any such claim or
proceeding.
16. OPERATION OF TOWN'S EQUIPMENT: The Town shall maintain and operate the
equipment constituting the Town's Operations in compliance with all applicable regulations
of the Federal Communications Commission. If the Lessee has reason to believe that the
Town's equipment is interfering with the operation of the Lessee's Equipment, the Lessee
shall give written notice of suspected interference to the Town. Within forty-eight (48) hours
of receipt of such notice, the Town shall dispatch authorized representatives to inspect and
test the Town's Operations and equipment. If, after a technical evaluation, the Town
determines that the Town's Operations is causing interference with the operation of the
Lessee's Equipment, the Town shall promptly correct the condition which causes such
interference, UNLESS the Town determines that the correction of the condition is not
necessary to achieve compliance with Federal Communications Commission regulations and
is not in the Town's best interest.
17. REPAIRS AND RESTORATION:
If at any time during the Term hereof the Water Tank is destroyed or damaged other than
(A)
through acts or omissions of the Lessee, the Town shall advise Tenant within thirty (30)
days of said damage or destruction of the Town's intent to repair or reconstruct. If the
Town determines that the Water Tank is no longer required by the Town, then the Town
may elect not to repair or reconstruct and may terminate this Lease Agreement.
(B)
In the event of damage to or destruction of the Water Tank, the Town shall have no
obligation to restore or repair Lessee's Equipment, to pay for the restoration or repair of
Lessee's Equipment, or for any damages as a result thereof, including for loss of use and
lost profits.
18. TERMINATION:
(A)
In the event that: (1) the Lessee makes proper application for any required variance or
special exception under the Zoning Article of the Calvert County Code, but the
application is denied; or (2) approval of the application is subsequently vacated by a final
order of a Court of competent jurisdiction; or (3) the Town disapproves any of the
Lessee's Equipment identified on Exhibit B and such disapproval results in the Lessee's
inability to use the Premises for the Permitted Use (any of which events shall hereafter be
referred to as "Denial"), the Lessee may elect to terminate this Lease Agreement as
provided in this Paragraph. Lessee must notify the Town in writing within ninety (90)
calendar days of the receipt of notice of Denial that the Lessee elects to terminate this
Lease Agreement.
19. BINDING EFFECT: All of the terms, covenants, rights, liabilities and conditions of this
Lease Agreement apply to and are binding upon the respective heirs, executors,
administrators, successors, receivers and approved assigns of the parties.
20. SEVERABILITY: In the event any portion of this Lease Agreement is found to be
unconstitutional, illegal, null or void, by a court of competent jurisdiction, it is the intent of
the Town to sever only the invalid portion or provision, and that the remainder of the Lease
Agreement shall be enforceable and valid, unless deletion of the invalid portion would defeat
the clear purpose of the Lease Agreement, or unless deletion of the valid portion would
produce a result inconsistent with the purpose and intent of the Town in entering into this
Lease Agreement.
21. HEADINGS:
The Paragraph captions contained in this Lease Agreement are for
convenience only and shall not be considered in the construction or interpretation of any
provision hereof.
22. PRIOR AGREEMENTS: This Lease Agreement contains all of the agreements of the
parties hereto with respect to any matter covered or mentioned in this Lease Agreement, and
no agreement or understanding pertaining to any such matter shall be effective for any
purpose. This Lease Agreement shall not be amended except by an agreement in writing
signed by the parties hereto or their respective successors in interest.
23. NOTICES:
(A)
All notices and demands required in this Lease Agreement shall be deemed duly served if
sent by one party to the other party by overnight courier providing proof of service,
facsimile or certified mail, return receipt requested, postage prepaid, to the address of
said party set forth below or to such other address as said party may from time to time
designated in writing:
LESSEE:
Address
Address
ATTN:
WITH COPIES TO:
Address
Address
ATTN:
Telephone:
Fax:
TOWN:
Town of Chesapeake Beach
Chesapeake Beach, Maryland 20732
Telephone: 410-257-2230
NOTIFICATION FOR ORDINARY AND EMERGENCY ACCESS TO TANK
Town of Chesapeake Beach, Department of Public Works, Telephone: 410-257-2230
24. 24. WAIVERS: No waiver by the Town of any provision of this Lease Agreement shall be
deemed to be a waiver of any other provision hereof or of any subsequent breach of the
Lessee of the same or any consent or approval shall not be deemed to render unnecessary the
obtaining of the Town's consent to or approval of any subsequent act by the Lessee whether
or not similar to the act so consented to or approved.
25. RECORDING: The Lessee shall not record this Lease Agreement without the written
consent of the Town.
26. GOVERNING LAW, JURISDICTION AND VENUE: This Lease Agreement shall be
governed by the internal laws of Maryland, without giving effect to its choice of law
provisions, and any action brought by or between the parties shall vest jurisdiction and venue
exclusively in the Courts located in Calvert County, Maryland.
27. SOVEREIGN IMMUNITY: By entering into this Lease Agreement, the Town and its
"employees", as defined in the Local Government Tort Claims Act, §§5-30 1 et seq. of the
Courts and Judicial Proceedings Article, do not waive sovereign immunity, do not waive any
defenses and do not waive any limitations of liability as may be provided for by law. No
provision of this Lease Agreement modifies and/or waives any provision of the Local
Government Tort Claims Act.
28. THIRD PARTY BENEFICIARY: It is specifically agreed between the parties executing
this Lease Agreement that it is not intended by any of the provisions of this Lease Agreement
to create in the public or any member thereof, third party beneficiary status in connection
with the performance of the obligations herein without the written consent of the Town and
notwithstanding its concurrence in or approval of the award of any contract or subcontract or
the solicitation thereof in fulfilling the obligations of the Lease Agreement.
29. NO INDIVIDUAL LIABILITY: No elected official, appointed official, employee, servant,
agent or law enforcement officer shall be held personally liable under this Lease Agreement
and any extension or renewals thereof because of its enforcement or attempted enforcement
provided they are acting within the course and scope of their employment or governmental
duties and responsibilities.
IN WITNESS THEREOF, the parties hereto have caused this Lease Agreement to be duly
executed by their hands and seals, intending to be so bound, as of the day and year first above
written.
ATTEST:
LESSEE:
BOARD OF COUNTY COMMISSIONERS OF CALVERT COUNTY, MARYLAND
(SEAL)
BY:
NAME:
TITLE:
CHESAPEAKE BEACH:
ATTEST:
i/Lec
c
NAME:
/
(SEAL)
BY:
APPROVED FOR FORM AND LEGAL SUFFICIENCY:
n Attorney
V.9-6/
Date
APPROVED FOR FORM AND LEGAL SUFFICIENCY:
40/6
Co
ttorn
Date
EXHIBIT A
The Site Utilization Plan(s) will be included with the Lease Agreement as Exhibit A following
Town review and approval of the plan.
P25 RADIO SYSTEM UPGRADE
SITE EXHIBIT
SITE NAME:
CHESAPEAKE VILLAGE
38° 40' 31.3" N, 76° 32' 27.4" W
THIS SITE EXHIBIT REPRESENTS THE PROPOSED INSTALLATION BASED ON A SITE
VISIT COMPLETED BY INFINIGY ENGINEERING. ALL ITEMS SHOWN ARE
PRELIMINARY AND MAY REQUIRE CHANGE PENDING FURTHER INVESTIGATION OF
ENGINEERING REQUIREMENTS, LANDLORD REQUESTS, UTILITY COMPANIES, AND/OR
LOCAL JURISDICTION REQUIREMENTS. THIS SITE EXHIBIT IS INTENDED FOR
INFORMATIONAL PURPOSES ONLY AND IS NOT INTENDED FOR CONSTRUCTION.
DRAWING INDEX
SHEET #:
INFINIGY:
IAMID
AKT
k Services, LLC
1033 Watervliet Shaker Rd
Albany, NY 12205
Office # (518) 690-0790
Fax # (518) 690-0793
INFINIGY PROJECT #:490-004
DESCRIPTION
TITLE SHEET
SITE PLAN
COMPOUND PLAN
TOWER ELEVATION
TANK TOP VIEW
LE-1 _
LE-2
LE-3
LE-4
LE-5
REV.
3
3
3
3
3
DATE
6/1/16
6/1/16
6/1/16
6/1/16
6/1/16
CHESAPEAKE VILLAGE
TITLE SHEET
REVISION:
3
DATE:
6/1/16
LE-1
BASEMAPPING PREPARED FROM
INFORMATION PROVIDED TO INFINIGY.
DOES NOT REPRESENT FIELD SURVEY
OF EXISTING CONDITIONS.
PROPOSED CAL VER T
COUNTY 12'x28'
EQUIPMENT SHELTER
EXISTING
PARKING AREA
PROPOSED CALVERT COUNTY
100K W DIESEL GENERATOR W/
1000 GALLON BELLY TANK ON
PROPOSED CONCRETE PAD
APPROXIMATE LOCATION OF
EXISTING TREE LINE (TYP.)
EXISTING TANK
OVERFLOW
DISCHARGE AREA
EXISTING UTILITY
BACKBOARD
EXISTING
BOLLARD (TYP.)
EXISTING WATER
TOWER BASE
EXISTING
TRANSFORMER
EXISTING BACKUP
GENERATOR
APPROXIMATE LOCATION OF
EXISTING PROPERTY LINE
EXISTING
EQUIPMENT
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60'
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INFINIGY PROJECT #:490-004
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HESAPEAKE VILLAGE
SITE PLAN
REVISION:
3
DATE:
6/1 /16
LE-2
APPROXIMATE LOCATION OF
EXISTING PROPERTY LINE
APPROXIMATE LIMITS OF
EXISTING TREE LINE (TYP.)
ROPOSED CALVERT
COUNTY 12'x.28'
EQUIPMENT SHELTER
PROPOSED CALVERT COUNTY
100KW DIESEL GENERATOR W/
1000 GALLON BELLY TANK ON
PROPOSED CONCRETE PAD
(0
EXISTING CHAIN
LINK FENCE
,„,
/ PROPOSED CALVERT'
COUNTY TRAFFIC
RATED UNDERGROUND
CABLE ROUTE
EXISTING UTILITY
BACKBOARD
/
EXISTING
BOLLARD (TYP.)
EXISTING TANK
OVERFLOW
DISCHARGE AREA
ff
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APPROXIMATE LIMITS
OF PAVED DRIVE
•
EXISTING WATER
TOWER BASE
EXISTING
TRANSFORMER
EXISTING BACKUP
GENERATOR
COMPOUND PLAN
SCALE:
10'
0
10'
20'
CALLED NORTH
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1033 Watervliet Shaker Rd
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Office # (518) 690-0790
Fax # (518) 690-0793
INFINIGY PROJECT #: 490-004
CHESAPEAKE VILLAGE
COMPOUND PLAN
REVISION:
3
DATE:
6/1/16
LE-3
PROPOSED CALVERT COUNTY OMNI ANTENNA
(800MHz 7RUNKING—Rx2). MANF/MODEL:
RFS/BMR12—D, W/ AVA5-50 CABLE
STRUCTURAL ANALYSIS NOT COMPLETED AT
TIME OF ISSUANCE OF THESE DRAWINGS.
THE STRUCTURAL ANALYSIS MUST BE
COMPLETED PRIOR TO CONSTRUCTION.
PROPOSED CALVERT COUNTY OMNI ANTENNA
(800MHz 7RUNKING—Rx1). MANF/MODEL:
RFS/BMR12—D, W/ AVA5-50 CABLE
PROPOSED CALVERT COUNTY DIPOLE ANTENNA
(VHF—CONVENTRIONAL 7XRX). MANF/MODEL: BIRD
TECHNOLOGIES/13A80-41, W/ AVA6-50 CABLE
PROPOSED CALVERT COUNTY OMNI ANTENNA
(800MHz 7RUNKING—Tx2). MANF/MODEL:
RFS/BMR12—D,
AVA7-50 CABLE
PROPOSED CALVERT COUNTY OMNI ANTENNA
(800MHz 7RUNKING—Tx1). MANF/MODEL:
RFS/BMR12—D, W/ AVA7-50 CABLE
PROPOSED CALVERT COUNTY OMNI ANTENNA
(800MHz CONVENTIONAL—Tx1). MANF/MODEL:
RFS/BMR12—D W/ AVA7-50 CABLE
PROPOSED CALVERT COUNTY OMNI ANTENNA
(800MHz CONVENTIONAL—Rx1). MANF/MODEL:
RFS/BMR12—D, W/ AVA5-50 CABLE
PROPOSED CALVERT COUNTY MICROWAVE DISH.
MANF/MODEL: RFS/PAD6-59, W/ E60 CABLE,
TO EMMANUEL CHURCH
FILLLINE = ±127' AGL
TOP OF EXISTINGHANDRAIL = ±133' A
PROPOSED CALVERT COUNTY MICROWAVE
DISH. MANF/MODEL: RFS/SC.3— W100, W/
E105 CABLE, TO MOUNT HOPE
TOP OF WA
XISTING WATER
TOWER
\ GROUND LEVEL
TOWER ELEVATION
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1033 Watervliet Shaker Rd
Albany, NY 12205
Office # (518) 6900790
Fax tt (518) 690-0793
INFINIGY PROJECT It: 490-004
REVISION:
3
DATE:
6/1/16
LE-4
STRUCTURAL ANALYSIS NOT COMPLETED AT
TIME OF ISSUANCE OF THESE DRAWINGS.
THE STRUCTURAL ANALYSIS MUST BE
COMPLETED PRIOR TO CONSTRUCTION.
PROPOSED CALVERT COUNTY OMNI ANTENNA
(800MHz 7RUNKING—Rx2). MANF/MODEL:
RFS/BMR12—D, W/ AVA5-50 CABLE
PROPOSED CALVERT COUNTY OMNI ANTENNA
(800MHz 7RUNKING—Rx1). MANF/MODEL:
RFS/BMR12—D, W/ A VA5-50 CABLE
PROPOSED CALVERT COUNTY OMNI ANTENNA
(800MHz TRUNKING— Tx1). MANF/MODEL:
RFS/BMR12—D, W/ A VA7-50 CABLE
PROPOSED CALVERT COUNTY
OMNI ANTENNA (800MHz
CON VEN710NAL—Rx1).
MANF/MODEL: RFS/BMR12—D,
W/ AVA5-50 CABLE
LIMITS OF 20' 0 -IANDRAIL
(TOP OF TANK)
PROPOSED CALVERT
COUNTY MICROWAVE
DISH. MANF/MODEL:
RFS/SC.3— W100, W/
E105 CABLE, TO
MOUNT HOPE
PROPOSED CALVERT COUNTY
DIPOLE ANTENNA
(VHF—CONVENTRIONAL TXRX).
MANF/MODEL: BIRD
7ECHNOLOGIES/BA80-41, W/
A VA6-50 CABLE
PROPOSED CALVERT COUNTY OMNI ANT!
(800MH/ CONVENTIONAL— Txl). MANF/M(
RFS/MR12—D, W/ A VA7-50 CABLE
PROPOSED CALVERT COUNTY MICROWAVE DISH.
MANF/MODEL: RFS/PAD6-59, W/ E60 CABLE,
TO EMMANUEL CHURCH
PROPOSED CALVERT COUNTY OMNI ANTENNA
(800MHz 7RUNKING— Tx2). MANF/MODEL:
RFS/BMR12—D, W/ A VA 7-50 CABLE
LIMITS OF 50' 0
WATER TANK (BELLY)
TANK TOP VIEW
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1033 Watervliet Shaker Rd
Albany, NY 12205
Office # (518) 690-0790
Fax # (518) 690-0793
INFINIGY PROJECT #:490-004
REVISION:
3
DATE:
6/1/16
LE-5
EXHIBIT B
Equipment drawings and specifications will be included as Exhibit B following the review and
approval by the Town
GENERAL PROJECT DESCRIPTION:
INSTALLATION OF PROPOSED PUBLIC SAFETY
COMMUNICATION SYSTEM CONS/SANG OF THE
FOLLOWING: NEW EQUIPMENT SHELTER, NEW
GENERATOR & ANTENNAS/MW DISHES,
COAX/WAVEGUIDE, AND APPURTENANCES
INSTALLED ON AN EXISTING WATER TOWER. NO
WATER OR SEWER IS REQUIRED.
CALVERT COUNTY, MD
P25 RADIO SYSTEM UPGRADE
PROJECT INFORMATION
NOTE: ALL PROPOSED CONSTRUCTION ACTIVITIES &
MODIFICATIONS SHALL BE DONE IN ACCORDANCE
WITH MOTOROLA'S R56 DESIGN STANDARDS (LATEST
REVISION) UNLESS SUPERSEDED BY THE COUNTY'S
SPECIFICATIONS.
CHESAPEAKE VILLAGE
SITE NAME:
38' 40' 32.31e N.
LATITUDE:
LONGITUDE:
76' 32' 27.32e W.
BASED ON FAA 2C SURVEY CERTIFICATION DATED 7/22/16
PROJECT DIRECTORY
PROPERTY OWNER:
CALVERT COUNTY BOARD OF COMMISSIONERS
175 MAIN STREET
PRINCE FREDERICK, MD 20678
APPLICANT:
CALVERT COUNTY, MD
CALVERT COUNTY DEPARTMENT
OF PUBLIC SAFETY
JACQUELINE K. VAUGHAN
(410) 535-1600 EXT. 2303
CONTACT:
CHESAPEAKE VILLAG
3736 Dark Star Lane
hesapeake Village, MD 20732
MOTOROLA
REPRESENTATIVE:
JIM O'KANE — (703) 777-2914
PROJECT
MANAGER:
PYRAMID NETWORK SERVICES, LLC
11 RIVER ROAD
GLENMONT, NY 12077
TIM GLENN — (315) 399-8259
CONTACT:
ENGINEER:
INFINIGY ENGINEERING PLLC
1033 WATERVLIET SHAKER RD
ALBANY, NY 12205
AI DESANTIS — (518) 690-0790
CONTACT:
POWER COMPANY: TBD
TELCO COMPANY:
N/A
DRAWING INDEX
DRWG. #
TI
VICINITY MAP
INFINIGYg
AERIAL VIEW
LOCATION MAP
N.T.S.
N.T.S.
MOTOROLA
SOLUTIONS
FROM ZERO TO INFINIGY
the solutions are endless
1033 Watervliet Shaker Rd
Albany. NY 12205
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RECEIVED & ACCEPTED
DEVER, COUNTY REPRESENTATNE:
RECEDED:
APYRAM I D
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CIA
CIB
C2
C3
C4
C4A
C413
C4C
C40
C5
C5A
C6
C7
C7A
C8
C8A
C9
C9A
CIO
CIT
Cl2
ES1
ES2
ACCEPTED:
MOTOROLA:
RECEIVED:
ACCEPTED:
MISS UTILITY CALL CENTER:
CALL FOR UNDERGROUND UTILITIES PRIOR TO DIGGING:
1-800-257-7777
EMERGENCY:
CALL 911
PROPERTY OWNER:
RECEIVED:
ACCEPTED.
El
E2
E3
E4
ES
E6
E7
TITLE
11111 SHEET
SURVEY
GENERAL NOTES
GENERA. NOTES & LEGEND
GENERAL NOTES
OVERALL SITE PUN
ENLARGED SITE PLAN
ELEVATION VIEW & LOADING CHART
CABLE ID & ANTENNA ORIENTATION PLAN
ANTENNA CABLING SCHEMATIC
ANTENNA CABLING SCHEMATIC
ANTENNA CABLING SCHEMATIC
ANTENNA ATTACHMENT DETAILS
NW DISH ATTACHMENT DETAILS
CABLE ROUTING DETAILS
SHELTER LAYOUT PLAN
SHELTER RACK ELEVATION LAYOUT
SHELTER FOUNDATION DETAILS
SHELTER FOUNDATION DETAILS
SITE DETAILS
GENERATOR DETAILS
DETAILS
DETAILS
COMPOUND SIGNAGE DETAILS
GRADING, EROSION, & SEDIMENT CONTROL
NOTES
GRADING, EROSION, & SEDIMENT CONTROL
PLAN
ELECTRICAL SITE PLAN
ONE LINE DIAGRAM
GROUNDING PLAN
GROUNDING NOTES
GROUNDING DETAILS
GROUNDING DETAILS
GROUNDING DETAILS
REV.#
DATE
A
10/28/16
TBD
10/28/16
10/28/16
10/28/16
10/28/16
10/28/16
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
10/28/16
10/28/16
10/28/16
10/28/16
10/28/16
10/28/16
10/28/16
10/28/16
10/28/16
10/28/16
10/28/16
10/28/16
10/28/16
10/28/16
10/28/16
10/28/16
10/28/16
10/28/16
A
10/213/16
A
A
A
A
A
A
A
10/28/16
10/28/16
10/28/t6
10/28/16
10/28/16
10/28/16
10/28/16
GENERAL REQUIREMENTS.
H. FEDERAL COMMUNICATIONS COMMISSION:
• FEDERAL COMMUNICATIONS COMMISSION - RULES AND REGULATIONS PART 17: CONSTRUCTION. MARKING AND LIGHTING OF ANTENNA STRUCTURES.
1. GENERAL
I. STRUCTURAL STEEL PANTING COUNCIL
• SSPC-SP-1 -63: SPECIFICATION FOR PAINTING STEEL STRUCTURES.
1.1. SUMMARY OF WORK
A. THE WORK MAY CONSIST OF, BUT NOT BE LIMITED TO, THE INSTALLATION OF ANTENNAS, MICROWAVE DISHES, EQUIPMENT SHELTER, GENERATOR W/DIESEL
BELLY TANK, ANTENNAS AND LINES, GROUNDING, ELECTRICAL WORK, ETC., ASSOCIATED WM1 THE MOTOROLA EQUIPMENT AS INDICATED ON DRAWINGS AND AS
SPECIFIED HEREIN. CONTRACTOR SHALL SUPPLY ALL PERMANENT MATERIALS/EQUIPMENT REQURED AND ALL LABOR, EQUIPMENT, TOOLS, WILMER MINOR
HARDWARE/MATERIALS, TRANSPORTATION AND FACILITES NECESSARY FOR PROPER EXECUTION AND COMPLETION OF SERVICES AND INSTALL WORK, WHETHER
TEMPORARY OR PERMANENT. CONTRACTOR SHALL BE OBLIGATED TO PERFORM ALL THE WORK OUTUNED IN THESE DRAWINGS IN ACCORDANCE WITH THE
CONTRACT AGREEMENT, FEDERAL REGULATIONS, STATE REQUIREMENTS, LOCAL CODES, COMMERCIAL/INDUSTRY STANDARDS, DETAILED SCOPE OF WORK AND THE
DOCUMENTS IDENTIFIED BELOW. IN CASE OF A CONFLICT BETWEEN THE ABOVE LISTED DOCUMENTS REGARDING STANDARDS OF WORK, THE MORE STRINGENT
CRITERIA SHALL APPLY. ANY ADDITIONAL COSTS OR DELAYS RESULTING FROM CORRECTION OF THE WORK TO COMPLY WITH THE ABOVE REQUIREMENT SHALL
BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR.
1.2. SITE VISIT
CONTRACTOR SHALL VISIT THE SITE AND FAMILIARIZE ITSELF WITH THE SCOPE OF WORK REQUIRED PER THE DRAWINGS AND ALL LOCAL CONDITIONS AND LAWS
MID REGULATIONS THAT MAY IN ANY MANNER AFFECT THE PRICE, PROGRESS AND PERFORMANCE OF WORK, INCLUDING ANY COSTS ASSOCIATED WITH R. THE
CONTRACTOR SHALL ALSO VERIFY THAT THE PROJECT CAN BE CONSTRUCTED IN ACCORDANCE WITH THE CONTRACT DOCUMENTS AND NOTIFY THE MOTOROLA
REPRESENTATIVE OF ANY DISCREPANCIES OR INTERFERENCES WHICH AFFECT THE WORK OF THIS CONTRACT.
J. MOTOROLA R56 STANDARDS AND GUIDELINES FOR COMMUNICATIONS SITES (LATEST REVISION).
K. MOTOROLA'S CML WORKS BID SPECIFICATIONS
L NATIONAL FIRE PROTECTION ASSOCIATION,
• NFPA 1 - FIRE PREVENTION CODE
• NFPA 70 - NATIONAL ELECTRICAL CODE
• NFPA 101 - LIFE SAFETY CODE
• NFPA 111 - STANDARD ON STORED ELECTRICAL ENERGY, EMERGENCY AND STANDBY POWER SYSTEMS
• NFPA 780 - STANDARD FOR THE INSTALLATION OF LIGHTNING PROTECTION SYSTEMS
M. OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION:
• OSHA 1926
• OSHA DIRECTIVES CPL 2-1.29 - INTERIM INSPECTION PROCEDURES DURING COMMUNICATION TOWER CONSTRUCTION ACTIVITIES.
N. MARYLAND STATE BUILDING & ELECTRICAL CODE.
1.4. NOTICE TO PROCEED
1.3. STANDARDS AND CODES
THE FOLLOWING DOCUMENTS (LATEST REVISION, IF APPLICABLE) SHALL BE CONSIDERED TO BE SPECIFICATION AND ARE INCORPORATED HEREIN BY REFERENCE.
IN THE EVENT OF CONFLICT BETWEEN THE REQUIREMENTS OF THIS SPECIFICATION AND THE REQUIREMENTS OF THE REFERENCED DOCUMENTS, THE STRICTER
SPECIFICATION SHALL GOVERN. WHERE PROVISIONS OF THE CODES AND STANDARDS ARE IN CONFLICT WITH THE BUILDING CODE IN FORCE FOR THIS
PROJECT, THE BUILDING CODE SHALL GOVERN.
WHEN THE SITE IS READY FOR INSTALLATION, MOTOROLA SHALL ISSUE A NOTICE TO PROCEED TO THE CONTRACTOR. UPON RECEIPT OF THE NOTICE OF PROCEED, THE CONTRACTOR SHALL SUBMIT TO
MOTOROLA A SCHEDULE REFLECTING THE WORK PLAN. THE CONTRACTOR SHALL ADVSE THE MOTOROLA REPRESENTATIVE IMMEDIATELY OF ANY SCHEDULE CHANGES. THE CONTRACTOR SHALL ADJUST HIS
WORK, AS REQUIRED, TO COORDINATE WITH THE MOTOROLA INSTALLATION TEAM IF THE SCHEDULES OVERLAP DUE TO OTHER CONSTRUCTION ACTIVMES SCOURING SIMULTANEOUSLY ON THE SITE. THE
CONTRACTOR MUST COORDINATE WITH OTHER CONTRACTORS ON THE SITE TO AVOID CONFLICT. DPW TO BE PROVIDED WITH A COPY OF THE CONTRACTOR'S SCHEDULE TO INCORPORATE INTO THE PROJECT
SCHEDULE.
A. AMERICAN CONCRETE INSTITUTE:
• ACI 301 - 'SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS'.
• ACA 305 'HOT WEATHER CONCRETING'.
• ACI 306 'COLD WEATHER CONCRETING'.
ACI 318 'BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE.'
• ACI 614 'RECOMMENDED PRACTICE FOR MEASURING, MIXING AND PLACING CONCRETE'.
• ACI 311 'RECOMMENDED PRACTICE FOR CONCRETE INSPECTION'.
• ACI 315 'MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES'.
• ACI 613 'RECOMMENDED PRACTICE FOR SELECTING PROPORTIONS FOR CONCRETE'.
1.5. MOTOROLA REPRESENTATIVE
D. AMERICAN NATIONAL STANDARDS INSTITUTE:
• ANSI Z359 REQUIREMENT'S FOR PERSONAL FALL ARREST SYSTEMS, SUBSYSTEMS AND COMPONENTS
ANSI 087,1 OCCUPATIONAL MID EDUCATIONAL EYE AND FACE PROTECTION
ANSI Z89.1 PROTECTIVE HEADWEAR FOR INDUSTRIAL WORKERS -REQUIREMENTS
• ANSI/IEEE C95.1 SAFETY LEVELS WITH RESPECT TO HUMAN EXPOSURE TO RADIO FREQUENCY ENERGY
• ANSI/RA/EIA STANDARD 222: STRUCTURAL STANDARDS FOR STEEL ANTENNA TOWERS AND ANTENNA SUPPORTING STRUCTURES.
1.7. PROJECT MEETINGS
C. AMERICAN INSTITUTE OF STEEL CONSTRUCTION'
• NEC MANUAL OF THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION: LATEST EDITION
CONTRACTOR SHALL FURNISH AND INSTALL ALL MATERIALS AS REQUIRED FOR COMPLETE ST5ILMS INCLUDING: ALL PARTS OBVIOUSLY OR REASONABLY INCIDENTAL TO A COMPLETE INSTALLATION, WHETHER
SPECIFICALLY INDICATED OR NOT. ALL SYSTEMS SHALL BE COMPLETELY ASSEMBLED, TESTED, ADJUSTED MID DEMONSTRATED TO BE READY FOR OPERATION PRIOR TO MOTOROLA'S ACCEPTANCE.
D. AMERICAN SOCIETY FOR TESTING AND MATERIALS:
ASTM A615 - 'SPECIFICATION FOR DEFORMED AND PLAN BILLET STEEL BARS FOR CONCRETE REINFORCEMENT'.
ASTM C94-80 - 'SPECIFICATION FOR READY-MN CONCRETE'.
ASTM C39-77 - 'SPECIFICATION FOR TEST FOR COMPREHENSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMEN'.
ASIA C33 - 'SPECIFICATION FOR CONCRETE AGGREGATES'.
ASIA C150 - 'SPECIFICATION FOR PORTLAND CEMENT'.
ASTM C172 - 'SAMPLING FRESH CONCRETE'.
ASIA C143 - 'SLUMP OF PORTLAND CEMENT CONCRETE'.
ASTM D698-91 - 'TEST METHOD FOR LABORATORY COMPACTION CHARACTERISTICS OF SOIL USING STANDARD EFFORT'.
ASTIR D1556-64 - 'DENSITY OF SOIL IN PLACE BY THE SAND-CONE METHOD'.
ASTM D1557 - 'TEST FOR MOISTURE-UNIT WEIGHT RELATIONS OF SOILS AND SOIL-AGGREGATE MIXTURES USING 10-LB. HARMER AND 18-IN. DROP'.
(PROCEDURE C)
• ASTM 02487 - 'STANDARD CLASSIFICATION OF SOILS FOR ENGINEERTNG PURPOSES (UNIFIED SOIL CLASSIFICATION
• ASTM D2922 - 'DENSITY OF SOIL AND SOIL AGGREGATE N PLACE BY NUCLEAR METHODS SHALLOW DEPTH'.
• ASTA D2940 - 'STANDARD SPECIFICATION FOR GRADED AGGREGATE MATERIAL FOR BASES OR SUB-BASES FOR HIGHWAYS OR AIRPORTS'
MATERIALS AND WORKMANSHIP SHALL BE THE BEST OF THEIR RESPECTIVE KINDS (AS DEFINED BY INDUSTRY STANDARDS), FREE OF DEFECTS AND ALL MATERIALS SHALL BE NEW AND UNUSED IN ALL
FATES, UNLESS OTHERWISE SPECIFIED. WHERE THE NAME OF A CONCERN OR MANUFACTURER IS MENTIONED ON DRAWINGS OR IN SPECIFICATIONS IN REFERENCE TO A REQUIRED SERVICE OR PRODUCT,
AND NO QUAUFICATIONS OR SPECIFICATION OF SUCH IS INCLUDED, THEN THE MATERIAL SPECIFICATIONS, DETAILS OF MANUFACTURE, FINISH, ETC., SHALL BE IN ACCORDANCE WITH MANUFACTURER'S
STANDARD PRACTICE, DIRECTION OR SPECIFICATIONS. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS ACCORDING TO THE MANUFACTURER'S / VENDOR'S SPECIFICATIONS UNLESS NOTED
OTHERWISE OR WHERE LOCAL CODES OR ORDINANCES TAKE PRECEDENCE.
MOTOROLA SHALL DESPGRATE A REPRESENTATIVE. THIS PERSON IS THE ONLY CONTACT POINT AUTHORIZED TO MAKE ANY CHANGES TO THE CONTRACT PROVISIONS OR THE PLANS AND SPECIFICATIONS.
ANY CHANGES MADE BY THE CONTRACTOR ARE AT THE CONTRACTOR'S RESPONSIBILITY AND RISK.
1&. CONTRACTORS FIELD REPRESENTATIVE
CONTRACTOR SHALL ASSIGN A FIELD REPRESENTATIVE WHO IS FAMILIAR WITH THESE SPECIFICATIONS AND WILL REPRESENT THE CONTRACTOR AND HAVE THE AUTHORITY TO ACT FOR THE CONTRACTOR AND
SUPERVISE ALL CONSTRUCTION ACINTRES. THE FIELD REPRESENTATNE SHALL BE AVM ARIA WHEN CONSTRUCTION ACIMITES BEGIN. THE FIELD REPRESENTATIVE SHALT, BE THE PRIMARY POINT OF
CONTACT FOR MOTOROLA DURING THE CONSTRUCTION PHASE OF THE WORK.
THE CONTRACTOR SHALL CONDUCT THE INMAL (PRE-CONSTRUCTION) MEETING (INCLUDING ALL SUB-CONTRACTORS) WITH THE MOTOROLA REPRESENTATIVE WITHIN TWO WEEKS AFTER AWARD OF THE
CONTRACT. SUBSEQUENTLY. THE CONTRACTOR SHALL PROVIDE PROGRESS SCHEDULE UPDATES TO MOTOROLA ON A WEEKLY BASIS.
1.8. MATERIALS
1.9. VERIFICATION OF COSTING CONDITIONS
BEFORE STARTING ANY OPERATION, THE CONTRACTOR SHALL EXATAINE EXISTING WORK. OR WORK PERFORMED BY OTHERS, TO WHICH RS WORK IS TO ADJOIN OR BE APPLIED, AND SHALL REPORT TO
MOTOROLA PROJECT MANAGER ANY CONDITIONS THAT WILL PREVENT SATISFACTORY ACCOMPLISHMENT OF HIS WORK. PRIOR TO COMMENCING ANY EXCAVATION OR GRADING, THE CONTRACTOR SHALL
SATISFY HIMSELF AS TO THE ACCURACY OF ALL SURVEY DATA AS INDICATED IN THE PLANS AND SPECIFICATIONS AND/OR AS PROVIDED BY MOTOROLA. SHOULD THE CONTRACTOR DISCOVER ANY
INACCURACIES, ERRORS, OR OMISSIONS IN THE SURVEY DATA, HE SHALL IMMEDIATELY NOTIFY THE MOTOROLA REPRESENTATIVE N ORDER THAT PROPER ADJUSTMENTS CAN BE ANTICIPATED AND ORDERED.
FAILURE TO NOTIFY THE MOTOROLA REPRESENTATIVE OF DEFICIENCIES, ERRORS OR FAULTS PRIOR TO COMMENCEMENT OF WORK SHALL CONSTITUTE ACCEPTANCE THEREOF AND WAIVER OF MTV CLANS OF
UNSUITABILITY, ERRORS, OMSSIONS OR INACCURACIES.
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E. AMERICAN WELDING SOCIETY:
A AWS D12.1 - 'RECOMMENDED PRACTICES FOR WELDING REINFORCING STEEL, METAL INSERTS AND CONNECTIONS IN REINFORCED CONCRETE CONSTRUCTION'.
THE CONTRACTOR SHALL RAKE NECESSARY PROVISIONS TO PROTECT EXISTING IMPROVEMENTS, EASEMENTS, ETC. DURING CONSTRUCTION. UPON COMPLETION OF WORK, THE CONTRACTOR SHALL REPAIR
ANY DAMAGE THAT MAT HAVE OCCURRED DUE TO CONSTRUCTION ON OR ABOUT THE PROPERTY. THE CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR PRESERVING ALL ESTABLISHED SURVEY CONTROL
POINTS. IF THE CONTRACTOR OR ANY OF HIS SUB-CONTRACTORS MOVE OR DESTROY ANY SURVEY CONTROL POINTS, THE COST INCURRED BY THE LAND OWNER OR MOTOROLA TO RE-ESTABLISH THEM
WILL BE BORNE BY THE CONTRACTOR.
F. CONCRETE REINFORCING STEEL INSTITUTE:
• 'MANUAL OF STANDARD PRACTICE'
G. FEDERAL AVIATION ADMINISTRATION
• DEPARTMENT OF TRANSPORTATION - FEDERAL AVIATION ADMINISTRATION ADVISORY CIRCULAR, AC 70/7460 -1G: OBSTRUCTION MARKING AND LICKING.
• DEPARTMENT OF TRANSPORTATION - FEDERAL AVIATION ADMINISTRATION ADVISORY CIRCULAR, 150-5345-43, FM/DOD SPECIFICATION L-856: HIGH INTENSITY
OBSTRUCTION UGHTNG SYSTEMS,
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NO. DATE
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REVISIONS
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490-004
CHESAPEAKE VILLAGE
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GENERAL NOTES
CALVERT COUNTY, MD
MOTOROLA SOLUTIONS
3840'32.31N 76'32'27321V
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IT IS A Amur. OF LAW FOR ANY ERSON.
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1.15. FACILITY STARTUP & COMMISSIONING
1.10. PERMITS
THE CONTRACTOR SHALL GIVE ALL NOTICES AND COMPLY WITH ALL LAWS, ORDINANCES, RULES, REGULATIONS AND LAWFUL ORDERS OF ANY PUBLIC AUTHORITY,
MUNICIPAL AND UTIUTY COMPANY SPECIFICATIONS, AND LOCAL AND STATE JURISDICTIONAL CODES BEARING ON THE PERFORMANCE OF THE WORK THE
CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS AND INSPECTORS WHICH MAY BE REQUIRED FOR THE WORK BY THE STATE, COUNTY OR LOCAL
GOVERNMENT AUTHORITY. THE WORK PERFORMED ON THE PROJECT AND THE MATERIALS INSTALLED SHALL BE IN STRICT ACCORDANCE WITH AU. APPLICABLE CODES,
REGULATIONS, AND ORDINANCES. THE CONTRACTOR SHALL MEET ALL OF THE REGULATORY REQUIREMENTS OF THE JURISDICTION GOVERNING CONSTRUCTION.
1.11. SIZE INSPECTION BY MOTOROLA
THE CONTRACTOR SHALL HAVE THE RESPONSIBILITY FOR ARRANGING MITI MOTOROLA FOR AN INSPECTION PRIOR TO COVERING UP ALL WORK THAT WILL BE
COVERED IN FINISHED CONDITION. IT IS THE CONTRACTOR'S RESPONSIBILITY TO MANAGE THE SEQUENCE OF WORK AND REQUEST THE INSPECTIONS IN A TIMELY
MANNER. THE CONTRACTOR SHALL NOT REQUEST AN INSPECTION UNLESS ALL OF THE RELATED WORK HAS BEEN COMPLETED. WORK SHALL NOT PROCEED TO
THE NEXT STEP UNTIL THE PREVIOUS STEP HAS BEEN INSPECTED ANO APPROVED BY THE LOCAL INSPECTORS AND THE MOTOROLA REPRESENTATIVE. THE
PRESENCE OF THE OWNER OR MOTOROLA REPRESENTATIVE ON THE JOB SITE IN NO WAY REUEVES THE CONTRACTOR OF THE ASSOCIATED RESPONSIBILITIES OF
THE JOB. ANY WORK WHICH DOES NOT MEET THE REQUIREMENTS OF THE CONTRACT DOCUMENTS WILL BE CORRECTED OR REMOVED SOLELY AT THE
CONTRACTOR'S EXPENSE.
THE FOLLOWING INFORMATION IS INCLUDED AS A GENERAL GUIDE TO THE CONTRACTOR TO ASSIST IN DETERMINING THE TYPE AND FREQUENCY OF INSPECTIONS.
THE LISTED INSPECTORS REPRESENT THOSE REQUIRED FOR STALL OR SIMPLE PROJECTS. LARGE OR COMPLEX PROJECTS MAY REQUIRE ADDMONAL INSPECTIONS
DEPENDING ON THE SEQUENCE OF WORK.
• FOUNDATIONS EXCAVATION AND REBAR: TO BE MADE AFTER TRENCHES ARE EXCAVATED AND FORMS ERECTED, REINFORCEMENT PLACED, COMPACTOR TESTED,
SOIL TREATED, VAPOR BARRIER PLACED, AND ESSENTIALLY READY FOR CONCRETE RACE/APR
• GROUNDING: TO BE MADE AFTER THE BELOW GROUND CADWELD CONNECTIONS HAVE BEEN COMPLETED. PRIOR TO COVERING UP THE TRENCHES
• ELECTRICAL WORK WITHIN WALLS: TO BE MADE AFTER THE ROOF, RIMING, FIREBLOCKING AND BRACING IS IN PLACE PRIOR TO THE INSTALLATION OF
INSULATION OR WALL/CEIUNG MEMBRANES.
AS A GENERAL RULE, THE CONTRACTOR SHALL PROVIDE ADVANCE NOTICE TO MOTOROLA FOR INSPECTION OF ALL WORK PRIOR TO CONCEALMENT. THE
CONTRACTOR HAS RESPONSIBILITIES RELATIVE TO ALL TYPES OF INSPECTIONS AND IS RESPONSIBLE FOR CONTACTING ALL OF THE INSPECTING ENTITIES TO
DETERMINE HIS RESPONSIBILMES. ALL OF THESE INSPECTING ENTRIES RAVE UNIQUE AND SEPARATE RESPONSIBIUTES. ONE INSPECTION FROM AN ENTITY WILL NOT
SUBSTITUTE FOR AN INSPECTION FROM ANOTHER ENTITY. CONTRACTOR IS RESPONSIBLE FOR ALL SCHEDULING & COORDINATION OF ALL INSPECTIONS REQUIRED BY
CODE/PERMIT.
1.12. SAFETY
THE CONTRACTOR, HIS EMPLOYEES, ANY SUB—CONTRACTORS, VENDORS, THEIR RESPECTIVE EMPLOYEES AND CONTRACTOR'S VISITORS SHALL COMPLY WITH ALL
SAFETY STANDARDS, ACCIDENT PREVENTION REGULATIONS AND ENVIRONMENTAL REGULATIONS PROMULGATED BY FEDERAL, STATE OR LOCAL AUTHORITIES HAVING
JURISDICTION AND SHALL AT ALL TIMES CONDUCT ALL OPERATIONS UNDER THE CONTRACT IN A MANNER TO AVOID THE RISK OF BODILY HARM TO NV PERSONS
AND THE RISK OF DAMAGE TO ANY PROPERTY, EQUIPMENT OR MATERIAL. SUCH PARTIES SHALL ALSO COMPLY WITH ANY SAFETY PROGRAMS AND/OR RULES
PROMULGATED BY OWNER AND/OR MOTOROLA.
1.13. ELECTRO MAGNETIC EMISSIONS
THE CONTRACTOR AND/OR SUB—CONTRACTORS SHALL DEMONSTRATE TO MOTOROLA THAT ALL SYSTEMS AND SUB—SYSTEMS INSTALLED UNDER THIS CONTRACT, OPERATE PROPERLY PRIOR TO THE
FINAL ACCEPTANCE INSPECTION. PROVIDE THE OPERATORS AND MAINTENANCE MANUALS AT THIS TIME. CUSTOMER TO RECEIVE PAPER & ELECTRONIC COPIES OF ALL DESIGN & AS—BUILT
(RECORD) DRAWINGS.
1.16. SHOP DRAWINGS/AS—BUILT DRAWINGS
THE MODIFICATIONS TO THE DRAWINGS AFTER CONSTRUCTOR START SHALL RECEIVE ENGINEERING & MOTOROLA APPROVAL PRIOR TO ANY CHANGES BEING MADE. THE ENGINEER OF RECORD
SHALL MAKE THE REQUIRED CHANGE AND WILL SUBMIT CHANGES TO MOTOROLA AND ANY JURISDICTION HAVING AP IFT•PRY.
THE CONTRACTOR SHALL KEEP UP—TO—DATE MARRED—UP PRINTS OF THE PROJECT DRAWINGS. UPON COMPLETION OF WORK AT THE SITE, THE CONTRACTOR SHALL REVIEW THE COMPLETED
AS—BUILT DRAWINGS, AND ASCERTAIN THAT ALL DATA FURNISHED ON THE DRAWINGS IS ACCURATE AND TRULY REPRESENTS THE WNW AS ACTUALLY INSTALLED. MARKINGS INDICATING ORANGES
TO THE DRAWINGS SHALL BE RED OR GREEN AND CLEARLY VISIBLE. TWO (2) SETS OF NTS—BUILE DR./PINGS SHALL BE FURNISHED TO THE MOTOROLA REPRESENTATIVE AT THE COMPLETION
OF THE PROJECT. THESE DRAWINGS SHALL ALSO SHOW THE FOLLOWING:
•
•
•
•
MODIFICATIONS TO SIZE LAYOUT.
GROUNDING SYS i LP LAYOUT.
UNDERGROUND TELCO CABLE RUN.
UNDERGROUND ELECTRICAL RUN.
WHERE THE CONTRACTOR IS RESPONSIBLE FOR SUPPLING THE SITE EQUIPMENT (SHELTER, ISOLATION TRANSFORMER, GENERATOR. ETC.) THAT REQUIRES PERIODIC MAINTENANCE, THE
CONTRACTOR SHN1 INCLUDE ALL OPERATION AND MAINTENANCE MANUALS AND ALL As—BUILT DRAWINGS *ITCH FULLY DESCRIBE THE ACTUAL INSTALLED EQUIPMENT.
1.17. TEST PROCEDURES AND RESULTS
THE CONTRACTOR IS REQUIRED TO SUBMIT THE RESULTS OF ALL TESTS REQUITED BY THE PROJECT SPECIFICATIONS AND DRAWINGS THAT FALL WITHIN HIS SCOPE OF WORK TO THE ENGINEER
OF RECORD W/COPIES M MOTOROLA WITHIN FIVE (5) DAYS OF THE TEST. THE CONTRACTOR IS REQUIRED TO SUBMIT TEST PROCEDURES NINETY (90) DAYS PRIOR TO THE TESTS BEING
CONDUCTED. IN GENERAL, THE CONTRACTOR SHALL SUBMIT THE FOLLOWING TEST RESULTS:
• TAX DESIGN/CONCRETE COMPRESSOR TEST FOR ALL CONCRETE WORK.
• MME DOWN REFLECTOMETER (MR) / SWEEP TEST FOR ANTENNA AND TRANSMISSION LINE
INSTALLATION WORK.
• FUEL LEAKAGE TEST FOR FUEL TANK AND PIPING INSTALLATION WORK
• SLUMP TEST FOR CONCRETE WORK.
• GROUNDING RESISTANCE TEST FOR GROUNDING WORK.
• STRUCTURAL STEEL FABRICATOR DRAWINGS
• ANY OTHER TEST THAT MAY BE REQUIRED.
1.1B. CONTRACT CLOSEOUT—IN ACCORDANCE WITH MOTOROLA'S SUBCONTRACT AGREEMENT TERMS AND CONDITIONS
THE MOTOROLA REPRESENTATIVE WILL PROVIDE A CERTIFICATE OF COMPLETION AND APPROVE FINAL PAYMENT WHEN ALL PUNCH—UST RENTS HAVE BEEN CORRECTED AND ALL SYSTEMS ARE
ACCEPTABLE. AFTER MIN_ PAYMENT, CONTRACTOR WILL SIGN A RELEASE OF LIEN.
1.19. WARRANTY
THE CONTRACTOR SHALL ACKNOWLEDGE ALL OR PORTIONS OF THE WORK MAY INVOLVE POSSIBLE EXPOSURE OF CONTRACTOR, SUB—CONTRACTORS, AND THEIR
RESPECTIVE EMPLOYEES. AGENTS, INVITEES, LICENSEES AND OTHER VISITORS TO THE JOBSRE AND/OR MOTOROLA PREMISES TO ELECTRO—MAGNETIC ENERGY
(13/r) WHILE PERFORMING WORK UNDER THIS CONTRACT, ESPECIALLY IF WORK IS PERFORMED ON EXISTING ANTENNA TOWERS OR BUILDING TOPS WHERE
ANTENNAS ARE LOCATED. THE CONTRACTOR REPRESENTS THAT CONTRACTOR, SUBCONTRACTORS, AND ALL OF THEIR RESPECTIVE EMPLOYEES, AGENTS, INVITEES.
LICENSEES, AND OTHER AUTHORIZED REPRESENTATIVES WHO ARE PERFORMING SERVICES UNDER THIS AGREEMENT WILL COMPLY WITH ALL ANSI AND ANY OTHER
APPLICABLE ENE STANDARDS, RULES OR REGULATIONS, INCLUDING, BUT NOT UNITED TO THOSE RULES OR REGULATIONS IMPOSED OR SUGGESTED BY MOTOROLA, IF
ANY.
THE CONTRACTOR SHALL ADHERE TO ALL OSHA ROLES, REGULATORS AND ADOPTED POLICIES. ALL CONTRACTOR PERSONNEL SHALL HAVE UNDERGONE
ELECTROMAGNETIC ENERGY (NE) TRAINING FOR PERSONNEL WORKING IN THE VICINITY OF ACTIVE ANTENNAS. AS SUCH R IS RECOMMENDED THAT RF MONITORS
BE USED BY THE TOWER PERSONNEL TO MONITOR EXPOSURE LEVELS. IF ENE LEVELS AT THE SITE EXCEED THE MAXIMUM PERMISSIBLE EXPOSURE UNITS, THE
CONTRACTOR SHALL COORDINATE WITH THE INDMDUALS RESPONSIBLE FOR USE OF THE TRANSMITTER TO MAKE SURE THAT THE EQUIPMENT IS DEACTNATED BEFORE
WORK CAN BE RESUMED. WRHOUT CAUSING A SERIOUS DISRUPTION OF THE SERVICE.
ALL WORK PERFORMED BY THE CONTRACTOR IN COMPLETING THE SCOPE IDENTIFIED ON THE DRAWINGS SHALL BE GUARANTEED BY THE CONTRACTOR FOR A PERIOD OF ONE YEAR FROM THE
DATE OF FINK COMPLETION OF THE PROJECT. THIS GUARANTEE SHALL COVER ALL MATERIALS, EQUIPMENT OR WORKMANSHIP WHICH IN THE OPINION OF MOTOROLA IS RENDERED DEFECTIVE
OR INFERIOR OR NOT IN ACCORDANCE WITH THE TERMS OF THE CONTRACT DURING THE GUARANTEE PERIOD. IF, WITHIN THE GUARANTEE PERIOD, REPAIRS OR CHANGES ARE REQUIRED TO
CORRECT THE GUARANTEE WORK, THEN UPON RECEIPT OF NOTICE, THE CONTRACTOR SHALL PROMPTLY AND WITHOUT EXPENSE TO MOTOROLA OR THE COUNTY, PROCEED TO:
• PLACE IN SATISFACTORY CONDITION ALL OF SUCH GUARANTEED WORK AND CORRECT ALL DEFECTS THEREIN.
• MAKE GOOD ALL DAMAGES TO THE STRUCTURE OR SITE OR EQUIPMENT OR CONTENTS THEREOF, WHICH, IN THE OPINION OF THE MOTOROLA. IS THE RESULT OF THE USE OF MATERIALS,
EQUIPMENT, OR WORKMANSHIP WHICH ARE INFERIOR. DEFECTIVE, OR NOT IN ACCORDANCE WM4 THE TERMS OF THE CONTRACT;
• MAKE GOOD ANY WORK, MATERIALS OR EQUIPMENT, AND ADJACENT STRUCTURES DISTURBED IN FULFILLING THE GUARANTEE.
1.20. RELATED DOCUMENTS
CONTRACTOR MALL BECOME FAMILIAR WITH THE INFORMATION AND REQUIREMENTS CONTAINED Al THE FOLLOWING DOCUMENTS RELATED TO THE PROJECT:
1.14. SITE CLEANUP
THE CONTRACTOR SHALL KEEP THE GENERAL WORK AREA CLEAN AND HAZARD FREE DURING CONSTRUCTION AND DISPOSE OF ALL DIRT, DEBRIS, VEGETATION. AND
RUBBISH, AND REMOVE EQUIPMENT NOT SPECIFIED AS REARMING ON THE PROPERTY. WHENEVER THE WORK—SITE IS LEFT UNATTENDED. THE CONTRACTOR SHALL
BLOCK THE OPENING WITH WARNING TAPE TO DISCOURAGE TRESPASSING. THE PREMISES SHALL BE LEFT IN CLEAN CONDITION AND FREE FROM PAINT SPOTS,
DUST, OR SMUDGES OF ANY NATURE AT THE CONCLUSION OF SITE WORK.
A. R-56 STANDARDS AND GUIDELINES FOR COMMUNICATIONS SITES BY MOTOROLA
B. ALL OTHER PERTINENT DOCUMENTS
THE CONTRACTOR SHALL BE RESPONSIBLE FOR LANDSCAPE GRADING AND SEEDING OF THE DISTURBED SOIL. THE CONTRACTOR SHALL USE LOCAL GRASS SEED TO
STABILIZE SQL AND SHALL COVER DISTURBED AREAS WITH HAY MULCH TO REDUCE RUNOFF OF SEDIMENT TO DOWNSTREAM AREAS. THE CONTRACTOR SHALL
RESTORE THE SRE TO ITS ORIGINAL CONDMON. ALL SLOPES AND DISTURBED AREAS NOT RECEMNG AGGREGATE SURFACING ARE TO BE PREPARED AND
BROADCAST SEEDED ND FERTILIZED FOR EROSION PROTECTION. SEEDING FOR AREAS DISTURBED SHALL BE ESTABLISHED SEASONALLY AS REQUIRED BY LOCAL
CODES.
LEGEND
PROPOSER
EXISTING
UTILITY POLE
0
THE CONTRACTOR SHALL EXERCISE ALL CARE TO AVOID DAMAGE OR INTERRUPTION OF EXISTING UNDERGROUND OR OVERHEAD ELECTRIC SEIMOES, UNDERGROUND
GROUNDING AND FUEL LINES, EQUIPMENT AND BUILDINGS ON THE SITE, PLUS OFF SITE SERVICES. BURIED OR OVERHEAD, SURROUNDING THE EXISTING OR
EXPANDED COMPOUND. ANY PROPERTY DAMAGE CAUSED BY THE CONTRACTOR OR HIS OPERATIONS SHALL. BE CORRECTED AND/OR RESTORED TO THE
SATISFACTION OF THE PROPERTY OWNERS) AND MOTOROLA AT NO ADDITIONAL COST TO THE PROPERTY OWNER OR MOTOROLA
TREE
S
VARIES
LMLITY POLE GUY WIRE
FENCE UNE
SILT FENCE
BURNING WILL NOT BE PERMTED.
BUILDING LINE
GROUNDING UNE
GROUND ROD
iIE
lVITI3rDTInSSAYN
ON 43 EII S S
INFINIGYg
FROM ZERO TO INFINIGY
A ID/]N/1M
NO. DATE
RATED FON liDDIED
REVISIONS
OM AID DID
NT
6W
IF^Sl
I he 'dui., Nr• Nnellos,
INNV66196,46.11
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490-004
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CHESAPEAKE VILLAGE
APYRAMII2
Am Network Services, LLC
0
RI
UNDERGROUND ELEC. LINE
11
,AEDNIONORT,
3T I M ' 'ECT°tC) ETATER
UNDERGROUND TELE. UNE
UNDERGROUND GAS LINE
GENERAL
NOTES & LEGEND
CALVERT COUNTY, MD
MOTOROLA SOLUTIONS
3W40'32.31"11 76'32'27.32"W
REV
A
7 TA A PotAnox 0, IAN fOR ANY PERSON,
UNLESS THEY AK ACTING UNDER 177 MOOT.
A LWEI6E0 PROPESSIONW ENGINEER. TO NTER
DOCUAITNIT
SPECIAI NOTES AC RFIRIIRFII RY RFP CONTRACT:
• ALL STRUCTURAL AUGMENTATIONS WILL REQUIRE A FORMAL STRUCTURAL
UPGRADE WITH PE SEAL
• ALL RF INSTALLATIONS MUST MEET FCC RF RADIATION SAFETY GUIDELINES
• WELDING PROCESSES ON TANK WITH WATER ON THE OPPOSITE SIDE WILL
REQUIRE TANK DRAINING BELOW THE WELD LOCATION.
• WELDING PROCESSES ON TANK WITHOUT WATER ON THE OPPOSITE SIDE
WILL NOT REQUIRE TANK DRAINING.
• THE TOWN ENGINEERS HILL INSPECT THE INSTALLATION DURING
CONSTRUCTION AND POST-CONSTRUCTION FOR COMPUANCE TO
CONSTRUCTION PLANS
• THE TOWN REQUIRES A "STEALTHY" INSTALLATION TO THE EXTENT
PRACTICAL WHICH WOULD INCLUDE PAINT TO MATCH.
INFINIGY8
FROM ZERO TO INFINIGY
10/2./18
CHESAPEAKE VILLAGE
YRAMID
Services, LLC
SUM FOR REVIEW
REVISIONS
AJII
7
MOTOROLA SOI UTIONS
AT'
490-004
GENERAL NOTES
CALVERT COUNTY, MD
38'40'32.31'N 76'32'27.32V
C1B
REV
A
IS A NOLAN./ OF LAW FOR ANY PERSON.
UNLESS NAV ARE ACV. UNDER FRE
ECNVN
EN. RP
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NAMLOMND.PRO
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PROPOSED CALNERT ,
COUNTY 12.x213.
/EQUIPMENT SHELTER
THE LOCATION. TOE AND TYPE OF MATERIAL OF EXISTING UTILITIES INDICATED ON
THE PLANS IS NOT REPRESENTED AS BEING ACCURATE, SUFFICIENT OR COMPLETE.
IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE ACTUAL
LOCATION OF ALL SUCH FACILITIES, INCLUDING THE SERMCE CONNECTIONS TO
UNDERGROUND UTILITIES. PRIOR TO CONSTRUCTION THE CONTRACTOR SHALL NOTIFY
THE UTILITY COMPANIES OF HIS OPERATIONAL PLANS AND SHALL OBTAIN FROM THE
RESPECTIVE UTILITY COMPANIES DETAILED INFORMATION AND ASSISTANCE RELATIVE
TO THE LOCATION OF THEIR FACILITIES AND THE WORKING SCHEDULE OF THE
COMPANIES FOR REMOVAL OR ADJUSTMENT WHERE REQUIRED. IN THE EVENT AN
UNEXPECTED UTILITY INTERFERENCE IS ENCOUNTERED DURING CONSTRUCTION. THE
CONTRACTOR SHALL IMMEDIATELY NOTIFY THE UTILITY COMPANY OF JURISDICTION.
THE ENGINEER SHALL ALSO BE IMMEDIATELY NOTIFIED.
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PROPOSED CALVERT COUNTY 100KW
DIESEL GENERATOR W/ 1000 GALLON
BELLY TANK (FINAL SIZE TO BE
CONFIRMED) ON PROPOSED CONCRETE PAD
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APPROXIMATE LOCATION/
EXISTING PROPERTY LINE
/
CALLED NORTH
OVERALL SEE PLAN
SCALE:
15' 0 15' 30'
( {EU
BASEMAPPINC PREPARED FROM INFORMATION
PROVIDED TO INFINIGY BY OTHERS.
SCAM: 2E, 14 SHEET I.. JO.
INFINIGY8
FROM ZERO TO INFINIGY
the solutions an endow
10/20/16
MUM MP REVIEW
DAM
REVISIONS
AO
er
EMI<
NOTE: ALL CONSTRUCTION ACTIVITIES SHALL BE
DONE IN ACCORDANCE WITH MOTOROLA'S R-56
DESIGN STANDARDS (LATEST REVISION).
71:07f
490-004
CHESAPEAKE VILLAGE
A77
RAM I D
Services, LLC
OVERALL SITE PLAN
CALVERT COUNTY, MD
MOTOROLA SOLUTIONS
38'40.32.31N 76'32'27.32"W
C2
REV
A
M IS A %PLATON Oi LAW FOR ANY PERSON,
UNLESS NEI' ARL Acnric UNDER INE MEDI.
OF A OZENSED PROFESSIONk ENOWEER, TO ALTER
MIS DOCUMENT.
REQUIRED SIGNS:
•
5.1 77 283FM-200- WARNING SIGNS SHALL BE
•
51 77.7194: LOCATORS OF FIRE EXTINGUISHERS
THE LOCATION. SIZE AND TYPE OF MATERIAL OF EXISTING UTILITIES INDICATED ON
THE PLANS IS NOT REPRESENTED AS BEING ACCURATE. SUFFICIENT OR COMPLETE.
IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE ACTUAL
LOCATION OF ALL SUCH FACILITIES, INCLUDING THE SERVICE CONNECTIONS TO
UNDERGROUND UTILITIES. PRIOR TO CONSTRUCTION THE CONTRACTOR SHALL NOTIFY
THE UTILITY COMPANIES OF HIS OPERATIONAL PLANS AND SHALL OBTAIN FROM THE
RESPECTIVE UTILITY COMPANIES DETAILED INFORMATION AND ASSISTANCE RELATIVE
TO THE LOCATION OF THEIR FACILITIES AND THE WORKING SCHEDULE OF THE
COMPANIES FOR REMOVAL OR ADJUSTMENT WHERE REQUIRED. IN THE EVENT AN
UNEXPECTED UTILITY INTERFERENCE 0 ENCOUNTERED DURING CONSTRUCTION, THE
CONTRACTOR SHALL IMMEDIATELY NOTIFY THE UTILITY COMPANY OF JURISDICTION.
THE ENGINEER SHALL ALSO BE IMMEDIATELY NOTIFIED_
AFFIXED OUTSIDE ACCESS POINTS TO AREAS
PROTECTED BY FIRE EXTINGUISHING CASES.
•
•
•
•
•
•
SHALL BE PROPERLY IDENTIFIED.
5.1.72.285- ALL EXITS FROM THE SHELTER SHALL BE
PROPERLY MARKED.
5.1.22 286, NO SMOKING SIGNS SHALL BE POSTED
ON THE SHELTER ACCESS DOOR(S) AND FUELING
LOCATIONS INSIDE THE COMPOUND.
5 1 22 787- AN EMERGENCY RESPONSE INFORMATION
SIGN SHALL BE POSTED AT THE MAIN ENTRANCE TO
THE COMPOUND AND THE ACCESS DOOR(S) TO THE
SHELTER WITH APPLICABLE CONTENT TO BE
PROVIDED BY THE COUNTY.
5 1 22,288- NO TRESPASSING SIGNS SHALL BE
POSTED AT THE MAIN ACCESS POINTS TO THE
COMPOUND AND EVERY 50 FEET ALONG THE
COMPOUND PERIMETER FENCE.
5 1 22 213%_ RF RADIATION SAFETY SIGNS SHALL BE
POSTED AT THE MAIN ACCESS POINTS TO THE
COMPOUND, AT THE SHELTER ACCESS DOOR(S), AND
AT THE CLIMBING ACCESS POINTS TO THE TOWER
STRUCTURE.
51 77 790' FCC ASR ASSIGNMENT SIGNS SHALL BE
POSTED AT THE INTERSECTION OF THE PUBLIC ROAD
AND SITE ACCESS ROAD, AT THE ACCESS POINT TO
THE COMPOUND, AND ON THE TOWER STRUCTURE.
DANGER LEAD ACID BATTERY SIGN SHALL BE POSTED
ON THE SHELTER ACCESS DOOR(S).
PROPOSED CPS
ANTENNA (7-11.. OF 4)
OPOSED cA_,Liesr
COUNTY 1,2:c78'
EQUIPMENT SHELTER
PROPOSED CALVERT' COUNTY \
s \WORN
DIESEL GENERATOR W/\
WOO GALLON BELLY ,TANK ON
PROPOSED CONCRETE/PAD
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APPROXIMATE LOCATION OF (3) EXISTING \
CONDUIT PENETRATIONS THROUGH
'
FOUNDATION WALL. CONTRACTOR TO
\
FIELD LOCATE EXACT LOCATION OF
\
CONDUIT STUB UP LOCATION
1
EXISTING WATER
TOWER BASE
•
EXISTING PAVEMENT
EXISTING
TRANSFORMER
EXISTING/
ACCESS/DRIVE
/
•
EXISTING
BOLLARD\ (TYP.)
/
III
•
II
EXISTING BACKUP
GENERATOR
CALLED NORTH
ENLARGED SITE PLAN
SCALE:
5' 0 5' 10'
1552
( IN FaT)
SCALE 11, It SHEET 1... 20.
SCALE. 22%N.. WEFT
10'
INFINIGY8
FROM ZERO TO INFINIGY
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FOR REVIEW
REASONS
510 MD CAW
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it
490 -004
AW RAMIE
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20'
1
NOTE: ALL CONSTRUCTION ACTIVITIES SHALL BE
DONE IN ACCORDANCE WITH MOTOROLA'S R-56
DESIGN STANDARDS (LATEST REVISION).
CHESAPEAKE VILLAGE
ENLARGED SITE PLAN
C3
CALVERT COUNTY, MD
MOTOROLA SOLUTIONS
Services, LLC
REV
38'40'32.31"N 7832'27.32'W
A
IT IS A V104110X OG LAM [OR AM PERS..
MUSS NEI ARE ACTING UNDER NC OREM.
Of A LCENSED PROFESS... EIWINEER. TO ALTER
11.11S E00011.0.1T
NOTE:
1. DISH LOCATIONS ON LEGS OR FACES DEPENDENT UPON ACTUAL TOWER
BASE ORIENTATION. FINAL MW PATH DESIGNS TBD.
2. ALL DISHES ASSUMED TO HAVE RADOME COVERS. STIFF-ARM STABILIZERS.
AND BE COVERED BY ICE SHIELDS.
3. FUTURE ANTENNA TYPES DEPICTED ARE NOT TO BE CONSIDERED THE
ACTUAL TYPE NECESSARY FOR THE SYSTEM DESIGN. THESE ANTENNAS
MERELY REPRESENT SAMPLE LOADING CRITERIA,
4. BAIR-TYPE ANTENNAS CAN BE INSTALLED AS SHOWN OR WITH ALL WARS
ON THE SAME MOUNT AND SAME LEG/FACE.
5. ALL FUTURE CELLULAR SYSTEMS MUST BE CAPABLE OF EITHER A FACE DR
LEG MOUNT DESIGN; ACTUAL ORIENTATIONS UNKNOWN AT THIS TIME
6. ALL ANTENNA MOUNTS MUST BE DESIGNED WITH NESTING BIRD DETERRENTS.
7. TOWER REDUCED IN HEIGHT FROM 450' TO 444' TO BETTER ACCOMMODATE
ENVIRONMENTAL ASSESSMENT RESTRICTIONS.
DENFRAL NOTES:
1. ALL VERTICAL TRANSMISSION UNE RUNS FROM THE ANTENNAS SHALL BE GROUNDED NEAR THE
TOP AND BOTTOM OF THE TOWER (BEFORE THE CABLE MAKES HORIZONTAL TRANSITION AND
NEAR THE ENTRY PORT ON THE SHELTER). ADDITIONAL TRANSMISSION LINE GROUND KITS
SHALL BE INSTALLED AS NEEDED TO LIMIT THE DISTANCE BETWEEN GROUND KITS TO 75 FEET.
2. THE CONTRACTOR SHALL CONDUCT A SWEEP TEST ON ALL THE NEWLY INSTALLED
TRANSMISSION LINES TO DETERMINE THE CABLE CONDUCTOR RESISTANCE, CABLE INSERTION
LOSS, REFLECTION AND STIMULUS RESPONSE MEASUREMENTS.
3, DRIP LOOPS SHALL BE INCORPORATED IN CABLE RUNS TO PREVENT WATER FROM TRICKLING
DOWN THE ONES INTO THE SHELTER.
4. ALL TRANSMISSION LINES SHALL BE MARKED WITH APPROPRIATE COLOR TAPE BAND (ONE
INCH WIDE COLOR TAPE) FOR IDENTIFICATION NEAR THE ANTENNA, JUST BEFORE ENTERING THE
SHELTER. & BEFORE CONNECTING TO THE SURGE SUPPRESSORS.
NOTE: ALL CONSTRUCTION ACTIVITIES SHALL BE
DONE IN ACCORDANCE WITH MOTOROLA'S R-56
DESIGN STANDARDS (LATEST REVISION).
AIMEMALMEI
BARQNEIEOLIEEMI2CM
• Tx TO Tx: 6'
• Rx TO Tx: 5' (RP TO BASE)
• The TO Rx: AG' (DIVERSITY-DIVERSITY) & 6' (TRUNKING-ITAC)
NIMS:
1. FIELD VERIFY MOUNTING HARDWARE OF ANTENNAS AND
STAND-OFF BRACKETS. COORDINATE MAXIMUM SPACING
BETWEEN ANTENNAS BATH MOTOROLA RF ENGINEER.
ANTS
ANT4
NITS
2. CONTRACTOR TO CONFIRM ANTENNA TYPES, COAX TYPE &
LENGTHS, AZIMUTHS, AND HEIGHTS WITH FINAL RF INFORMATION.
ANTI
ANT2
Amu
ANT3
3. ALL ANTENNAS REQUIRE A TAPE DROP MEASUREMENT TO
THE TOP OF THE TOWER FOUNDATION.
STRUCTURAL AliN.YSIS NOT COMPLETED AT ME OF
ISSUANCE OF THESE ORAMINGS DE STRUCTURAL
ANALYSIS MUST BE COMPLETED PRIOR TO
CONSTRUCTION.
• DENOTES THAT CABLE UNE
LENGTH IS COMPUTED USING:
(BOTTOM MOUNT HEIGHT) +
(HORIZONTAL LENGTH AT GRADE) +
20X BUFFER
STRUCTURAL MOD/F7CATIONS TO IRE
EXISTING HANDRAIL ARE REQUIRED PRIOR
TO INSTALLATION OF PROPOSED CALVERT
COUNTY EQUIPMENT. EXACT DESIGN AND
LOCATION OF PROPOSED MODIFICATION
PENDING STRUCTURAL ANALYSTS
PROPOSED CALVERT COUNTY TOWER LOADING
ANTENNA
ANTI
ANTS
ANTS
ANT4
ANTENNA
MODEL
RFS 91RI2-11
RFS EOIR12-0
000 BA40-41
ERRORS HAVOC (AT)
BASE
136'
TOP
155
155
145
155
153'
155
ANTENNA
SIZE (FT.)
20'
20'
11.5
LEG
TYPE
AZIMUTH
ANTENNAS
CABLE ON./TYPE. LENGTH
NOTES
1130
TBD
TBD
OMNI
0.1
Ka
0.
1
I
aco MHz cotaKtmoKAL - TO
DIPOLE
OMNI
a
V
I
1
(1) 1-5/8.AVA7-50, 3300'
(I) 1-5/5 AVA7-50, 3.300A
(i) 1-1/4- A.3-50 3305
(1) va- AVM-50 3305
OMNI
OMNI
OMW
0
a
1
I
(I) ve AVA5-50, 33CV
(I) 1-5/5 NA47-30, 8300'
- ANT
KO MA TR
BOO MAO TRUNK,. -TOT
ea
I
(I) 7/6- AVM-50, 3305
800 MHz CONVENT... - 001
224.75
200.70
I
1
(1) EDO. 3200'
(I) EDO, 3300'
TO HUNIINGTOWN
TO DUNK.
TAN ENR12-0
1315
135
ISO'
NM
AUTO
RFS 814112-1)
WS 04512-0
135
135
0817
RFS B1AR12-H
RFS P006-59
ORS PADB-59
ISO'
155
TOOT CENTERUNE
20'
20'
RI
TBD
TBD
TBD
MW D.
ISO' CENTERLINE
38'
TBD
14VI 0191
Wl
AO'
TBD
TED
BOO 1011 1R104104C - Tx2
VHF LONVENI101YL - TAb
BOO 14NA TRUNNING - 102
&QM
TOP OF EXISTING HANDRAIL=
UGHTNING ROD AND FAA
LIGHTING NOT SHOW PENDING
DESIGN REQUIREMENTS
EXISTING WATER TOWER
GROUND LEVEL
CDELEVATION VIEW
CD
NOT TO SCALE
INFINIGY8
FROM ZERO TO INFINIGY
IM zaAFllOnz cr• andloss
10/26/i6
ISSUED FOR RESIEW
REVISIONS
CHESAPEAKE VILLAGE
APYRAMID
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MOTOROLA SOLUTIONS
4
BNB AKI CAM
490-004
ELEVATION VIEW & LOADING CHART
CALVERT COUNTY, MD
3E40'32.31'N 76'3217.32V
C4
REV
A
IT IS A VIOLATOR Dr MP FOR ANY PERSON.
UNLESS MET ARE ACTING UNDER THE ANTonal
OF A UMPIRED ITROFEESION41. ENPNEER. TO ALTER
THIS DOCUIESNI.
SYSTEM
ANTENNA e
BAND 1
BAND 2
TDMA
Green
TDMA
Green
Oreerl
TDMA
Green
Green
TDMA
Red
BAND 3
BAND 4
PROPOSED CAL NEAT
COUNTY MICROWAW
DISH W2
BANDS
STRLCRIPAL ANALYSIS NOT COMPLETED AT MEE &ISSUANCE OF MESE MOW= ME 57MICRIRAL
ANALTSS MIST RE COMPLETED PRIOR 0
CONSTRUCTION.
H
.-1124
42' T4f4
S94140
?0,, .4
Green
TDMA
Red
Red
ITAC
Green
Green
Green
Green
SAC
Green
Green
Green
Green
ITAC
Red
Red
Red
MEMOS
Yellow
MEMOS
Yellow
Yelbw
MEMOS
VAIN/
Yellow
YelRW
MEMOS
Seim
Yellow
Helm
Green
PROPOSED
ANTENNA #5 — <114
\
---------7'
PROPOSED
ANTENNA
-,--"---
PROPOSED CALVERT
COUNTY MICROWAVE
DISH / MIVI
MDFIRST
Brown
MDFIRST
Brorm
Brown
MDFIRST
Brown
Blom
Bw.m
MDFIRST
Brown
Brwm
Brom
RACES
OPFP9P
RACES
Orange
Orange
RACES
Orange
Orange
PAGING
Orange
Yellow
grown
dJ
AZIMUTH:
90'
Yaw
EXISTING HANDRAIL
\
Brorm
PROPOSED
ANTENNA /2
Orsoge
IT
Orange
ALVARIAN
Green
ALVARIAN
Green
Brown
ALVARIAN
Green
Brown
&am
Brown
ALVARIAN
Green
Brown
Brown
Brown
STAIC/RFCSTA
Green
CMS.
LISCG/RFCSTA
Green
Yellow
MICROWAVE
AN,
WIAe
MICROWAVE
ERb
Yoko,
MICROWAVE
Blue
Ormage
MICROWAVE
Bloc
Brwm
I
Brown
AZIMUTH:
90'
Brom
PROPOSED
ANTENNA /7
PROPOSED
ANTENNA #5
CABLE IDENTIFICATION NO F.
1. CONTRACTOR TO ADD BRASS TAGS OR A COUNTY APPROVED EOUIVALENT
LABELING METHOD.
2. TAGS SHALL BE INSTALLED ON EACH CABLE IN THE FOLLOWING LOCATIONS:
2.1.
AT THE ANTENNA
2.2. AT THE BASE OF THE TOWER
2.3.
AT THE CABLE ENTRY PORT - EXTERIOR
2.4.
AT THE CABLE ENTRY PORT - INTERIOR
3. TAGS SHALL IDENTIFY AND CLEARLY SHOW:
3.1.
ANTENNA MODEL NUMBER (e.g.: 'BARI 2H.)
3.2.
USE (e.g.: 'DOG MHz TX1')
3.3.
GENERAL LOCATION ON TOWER (e.g.: 'LEG A')
3.4.
AZIMUTH (IF APPLICABLE) (e.g.: 'AZ=123.451
3.5.
DATE OF INSTALLATION (e.g.: bM/DEVYYTY)
PROPOSED
ANTENNA /3
PROPOSED
ANTENNA /4
O
(7ANTENNA ORIENTATION PLAN
-- )NOT TO SCALE
CALLED NORTH
—)CABLE IDENTIFICATION SCHEDULE
(
NOT TO SCALE
INFINIGY8
FROM ZERO TO INFINIGY
too ...on, ore mans
ins woonixt a.: Pe
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ISSUED FAR REVEM
REVISIONS
CHESAPEAKE VILLAGE
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Services, LLC
CALVERT COUNTY, MD
MOTOROLA SOLUTIONS
Ae
or
CM,
490-004
CABLE ID & MW DISH ORIENTATION
38'40'32.31*N 76'32'27.32'W
C4A
REV
A
R IS A VIOIADON ACTING
Mly ERSON,
SINLESS IPLY ARE
UNDER ENE madmen
OF A LICENSED PROFESSION', ENPNEER. TO ALTER
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15
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175'
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Calvert County, MD
Transmission Line layout
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CHESAPEAKE VILLAGE
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0
ANTENNA CABLING SCHEMATIC
CALVERT COUNTY, MD
MOTOROLA SOLUTIONS
C4B
IT IS A VIOLATION OF WI FOR ANT PERSON.
35'40'32.31'N 76'32'27.32'N
REV
A
UNLESS /14L-E ARE Acmin UNDER ENE DREGTON
OF A LICENSED PROFESSON, ENGINEER. ID ALTER
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Top
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490-004
3
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5/1812018
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--
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ANTENNA CABLING SCHEMATIC
CALVERT COUNTY, MD
MOTOROLA SOLUTIONS
3640'32.31'N 76'32'27,321s
C4C
REV
A
IT IS A VIOLARON OF LAW FOR ANT PERSON,
UNLESS TREY ART ACTING LINDER TUE DIRECTOR
OF A UCENTED PROFESSION,. ENGINEER, TO ALTER
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490-004
3
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5/2312010
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CHESAPEAKE VILLAGE
PYRAMID
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--
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4
A
ANTENNA CABUNG SCHEMATIC
CALVERT COUNTY, MD
MOTOROLA SOLUTIONS
38'40'32.31*11 76'3217.32'W
C4D
REV
A
IT IS A vow.. OF WI r011 ANT PERSON.
UNLESS
Frnxo UNDER T. DIRECT.
OF A LICENSED PROFESS.. ENGINEER,. TO ALTER
THIS DOCUMENT
CPS TO EXTEND
I . ABOVE ROOFTOP
SIZE CONDUIT TO
FIT CPS ANTENNA
3/8" LAG BOLT MOUNTED INTO
CONTRACTOR TO SEAL BOLT
STUD.TR
STD.
CONSTRUCTION PRACTICES
161/-BOLT09
A YAPL)'
3/8' PLATE GALV
ANTENNA
(SINCLAIR TYPE)
ANTENNA
(BMR TYPE)
PIPE-TO-PIPE
SUPPORT CLAMP
TIP
PROPOSED MINI CLUSTER BOX MOUNTED
TO EXISTING HANDRAIL (SITE PRO I
PART # SBNX-3 OR APPROVED EQUAL)
CUSTOM ANTENNA
MOUNTING FRAME ATOP
EXISTING WATER TANK
EXISTING WALL
EXISTING
HANDRAIL
BOTTOM OF ANTENNA
HEIGHT PER TABLE
PLAN MEN
SIDE VIER
NOTES
T. LOCATION OF ANTENNA MUST HAVE CLEAR NEW OF SOUTHERN SKY AND CANNOT HAVE ANY
BLOCKAGES EXCEEDING 250 OF THE SURFACE AREA OF A HEMISPHERE AROUND THE GPS ANTENNA
OTTOM OF ANTENNA
HBE BT BE B
OF MOUNT
ELEV:
2. ALL GPS ANTENNA LOCATIONS MUST BE ABLE TO RECEIVE CLEAR SIGNALS FROM A MINIMUM OF
FOUR (4) SATELLITES. VERIFY WITH HANDHELD CPS BEFORE FINAL LOCATION OF GPO ANTENNA
3 THE WEIGHT OF THE ANTENNA MOUNT IS 6.5 LBS.
HANG TRANSMISSION
LINE JUMPERS ON
MOUNTING FRAME
TTA UNIT MOUNTED TO
PROPOSED PIPE MAST (TOP.)
FIRST CLAMP TO BE MINIMUM
6 ABOVE BOTTOM DF MAST
TRANSMISSION
LINES/JUMPERS
GROUNDING KIT (TYP.)
BONDED TO PROPOSED
ANTENNA GROUND BAR
CABLE HANGERS (NOTE 5)
PROPOSED STACKABLE SNAP IN CONNECTORS (SITE
PRO I PART f 1585S-A OR APPROVED EQUAL)
ATTACHED TO PROPOSED MINI CLUSTER BOX
4. IF ICE BRIDGE OR SIMILAR POST IS NOT GROUNDED. GROUND WITH #2 AWG TINNED BARE COPPER
WIRE EXOTHERMICALLY BONDED TO POST AND CONNECTED TO GROUND RING.
(7
GPS ANTENNA ATTACHMENT DETAIL
-- NOT TO SCALE
c
2)CABLE MANAGEMENT AT ANTENNAS (PROPOSED)
-- NOT TO SCALE
1 TYPICAL ANTENNA PLAN
--
NOT TO SCALE
TYPICAL NOTES:
TTA UNIT
1. ANTENNAS. CONNECTORS. JUMPERS. TRANSMISSION LINES. TO
BE FURNISHED BY MOTOROLA. INSTALLED BY CONTRACTOR.
2. USE HOISTING GRIPS EVERY 200 FEET (MIN.) FOR
TRANSMISSION UNE.
PE MAST
3. ALL EXTERNAL CONNECTIONS SHALL BE WATERPROOFED.
4, ALL MOUNTING HARDWARE SHALL BE GALVANIZED.
5. ATTACH CABLE TO TOWER EVERY 3 FOOT (MAX.)
6. ATTACH STIFF ARM. TO TOWER WITH APPROPRIATELY SIZED
CROSSOVER CLAMP. ATTACH TO STANDOFF BY BOLTING TO TABS
PROVIDED.
SIDE
MANUFACTURER STANDARD
MOUNTING BRACKET
(CONTRACTOR TO VERIFY
PRIOR TO ORDERING)
ANDREW P/N:
BC-35-14 OR
APPROVED EQUAL.
7. ATTACH STANDOFF TO TOWER WITH TWO APPROPRIATELY SIZED
CLAMPS.
8. CONTRACTOR SHALL ONE DOMAIN REFLECTOMETER TEST
TRANSMISSION AND TEST LINES PRIOR TO INSTALLATION.
IMMEDIATELY NOTIFY MOTOROLA OF ANY LINE DEFICIENCIES.
IMMEDIATELY
7)PIPE TO PIPE CLAMP
9. PROVIDE GROUND BAR EVERY 75 FEET.
INFINIGY8
FROM ZERO TO INFINIGY
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.
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DATE
ISSUED OR Wel
REVISIONS
(
UNIT ATTACHMENT DETAIL
NOT TO SCALE
— NOT TO SCALE
CHESAPEAKE VILLAGE
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Services, LLC
MOTOROLA SOLUTIONS
SKS Ao cIW
er
490-004
ANTENNA ATTACHMENT DETAILS
CALVERT COUNTY, MD
3E40'32.31M 763217.32V
C5
REV
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IS A VrOtATION or UN FOR A.,PERSON,
UNLESS /NU ARE ACFNC ONO. ,NE DRECTION
DE A LICENSED VROFESSROPut ENONEER. tO ALTER
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NON-TUNABLE CONNECTOR
MICROWAVE DISH
GROUND KIT (TOP OF TOWER)
HOISTING GRIP (TOP OF TOWER)
MAIN LINE
0
GROUND KIT (AT 75' INTERVALS FROM TOP OF RUN TOWARD GROUND)
SITE PRO I P/N:
LPM1 OR
APPROVED EQUAL.
R WITHIN EI OF RUN TOWARD GROUND)
GROUND KIT (SOTTO
GROUND KIT (AT CABLE ENTRY PORT TO SHELTER)
INTERIOR
EXTER C?Fr :1EE
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2.-0" FLEA-TWIST—
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T
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CONNECTOR
PRESSURE WINDOW
2 PORT
MANIFOLD
RADIO
WOMB
DEHYDRATOR
7IE-BACK STABILIZA770N RODS TO BE INSTALLED PER MANUFACTURER'S
SPECIFICAnoms ,* PER AZIMUTH ALLOWANCES.
(—)MICROWAVE DISH INSTALLATION SCHEMATIC
(—)MICROWAVE DISH INSTALLATION
NOT TO SCALE
NOT TO SCALE
INFINIGY8
FROM ZERO TO INFINIGY
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1003.1.14 Solt•Rd
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ISSUED FOR REMY
REVISIONS
CHESAPEAKE VILLAGE
AWRAM I ID
Services, LLC
MOTOROLA SOLUTIONS
SO MD OfF/
m1 4~d
490-004
MW DISH ATTACHMENT DETAILS
CALVERT COUNTY, MD
38'40'32.31N 763217.32V
C5A
REV
A
VIOLATOR OF UR FOR MR PERSON.
If
UNLESS TIC ME XII. UNDER 1TE DIRECTOR
CR A GOUGED PROCCISSIOG, ENGNEER. TO ALTER
THG COMMENT
EXISTING WATER
TANK BASE
EXISTING MANHOL E
EXISTING HANDRAIL
ROUTE PROPOSED CALVERT
COUNT COAX THOUGHT
EXISTING (3) 6T0 CONDUIT
PENETRATION THOUGH
CONDENSATE PLATFORM
EXISTING
CLIMBING LADDER
ROUTE PROPOSED CALVERT
COUNT COAX THOUGHT
EXISTING (3) 6 I0 CONDUIT
PENETRATION THOUGH
CONDENSATE PLATFORM
PROPOSED AM CLUSTER BOX
MOUNTED TO EXISTING
HANDRAIL (SITE PRO 1 PART it
SBNX-J OR APPROVED EQUAL)
PROPOSED UNIS7RUT P1000
EVERY 4' ON CENTER
(LENGTH AS REQUIRED)
EXISTING
MOUNTING TABS
STACKABLE SNAP IN
CONNECTOR (CONTRACTOR TO
SELECT APPROPRIATE SIZE
BASED ON COAX DIAMETER)
0 \
II
PROPOSED CALVERT
COUNTY COAX
EXISTING WATER
TANK SHAFT
UNISTRUT P1000 EVERY
4' ON CENTER (LENGTH
AS REQUIRED)
EXISTING
MOUNTING TABS
PROPOSED CALVERT/
COUNTY COAX
PROPOSED CALVERT
COUNTY COAX
EXISTING
CONDENSATE
PLATFORM
EXISTING
ACCESS HATCH
7
SECTION A-A
EXISTING PIPE THOUGH
CONDENSATE PLATFORM (TW.)
2 CABLE MOUNTING DETAIL (0 ROOF HATCH)
NOT TO SCALE
1
CABLE MOUNTING DETAIL (0 CONDENSATE PLATE)
NOT TO SCALE
MATCH EXISTING SURFACE
DISTURBED BY EXCAVATION
BACKFILL IN 6" LIFTS
WITH 95% COMPACTION
CABLE HANGER (CONTRACTOR
TO SELECT APPROPRIATE
HANGER BASED ON COAX
DIAMETER)
6' WARNING TAPE W/ METAL
UNDERGROUND. PAINTED WITH
PROPOSED le WIDE ALUMINUM
CARI F TRAY COVER, SITE PRO
1 MODEL
LT-VS5-12-A OR
APPROVED EQUAL
PROPOSED CHANNEL TYPE COVER
CONNECTOR. SITE PRO 1 MODEL
1/.2413-12-DC MOUNTED TO
EXISTING WATER TANK
PROPOSED 12' WIDE STRAIGHT
ALUMINUM CABLE LADDER SITE
PRO 1 MODEL Lf: LT-12-4D
OR APPROVED EQUAL
UNDISTURBED EARTH
\
-CAUTION BURIED UTILITY LINES'
BINDER COURSE (THICKNESS
VARIES BASED ON DEPTH OF
EXISTING PAVEMENT. MIN. 2')
REMOVE EXIST. PAVEMENT TO
SUBBASE ELEVATION
I 1/2' TOP
COURSE (MIN.)
WASHED SAND IN 5' LIFTS
WITH 95% COMPACTION
MATCH EXISTING PAVEMENT
V
ARV
EXISTING
WATER TANK
EXISTING
PAVEMENT J
Al
Ar
N.\ N
ROPOSED CONCRETE
EXISTING PAVEMENT
(TW.)
EXISTING SUBBASE
•-6"0 PVC CONDUIT
(TOP. OF 4)
@
UNDERGROUND CONDUIT TRENCH WI CONCRETE ENCASEMENT
NOT TO SCALE
SAWCUT EXISTING PAVEMENT,
SAWCUT AND PAVEMENT
LIMITS AS SHOWN ON PLAN(S)
(6) W-1803/6' DIA S.S. NELSON
STUDS DISCHARGE CONTACT
METHOD TO EXISTING TAW( WITH
NUT AND WASHERS TAP OF 2
MIL
-•
•-
1. ALL CABLE TRAYS AND MOUNTS SHALL BE PAINTED TO MATCH
EXISTING TANK COLOR AND APPROVED BY THE TANK OWNER.
(
c
7)HORIZONTAL COAX CABLE SUPPORT DETAIL
4)PAVEMENT SAWCUT AND REPLACEMENT DETAIL
-- NOT TO SCALE
-- NOT TO SCALE
INFINIGYg
FROM ZERO TO INFIN1GY
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CHESAPEAKE VILLAGE
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CALVERT COUNTY, MD
MOTOROLA SOLUTIONS
Network Services, LLC
36'40'32.31'N 76'32'27.32'W
REV
A
IT IS A MOUTON OF LAP FOR ANY PERSON.
mom.DER ENE DIRECTION
ENONEER. TO ALTER
or A LICENSED PR
MS DOCUMENT.
7
5
6
4
3
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CHESAPEAKE VILLAGE
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Netk4ork Services, LLC
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CALVERT COUNTY, MD
MOTOROLA SOLUTIONS
38'40'32.31.
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Calvert County, MD
ASTRO 25 Release 7.17 Radio System
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WORD FOR RDALM
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REVISIONS
sum
AD
ortr,
490-004
NOT TO SCALE
CHESAPEAKE VILLAGE
YRAMID
NetWork Services, LLC
SHELTER RACK ELEVATION LAYOUT
CALVERT COUNTY, MD
MOTOROLA SOLUTIONS
38'40'32.31N 7E32'27.32"W
C7A
REV
A
IT IS A VIOLATION OF LAW FOR ANY PERSON.
UNLESS 114, ARE ACTING UNDER ENE DIRECTION
Of A LICENSED PROFESSIONAL ENONEER, TO ALTER
MIS DOCINENT.
GENERAL NOTES,
SHFI TER FOUNDATION NOTES_
A THIRD PARTY TESTING COMPANY WILL BE HIRED BY PYRAMID NETWORK SERVICES TO
PROVIDE TESTING SERVICES ON A SITE BY SITE BASIS FOR ALL ITEMS THAT MAY REQUIRE
TESTING AND INSPECTION PER PYRAMID NETWORK SERVICES. MOTOROLA AND LOCAL
JURISDICTION IN WHICH THE PROJECT MAY BE LOCATED.
1. TOPS OF THE CONCRETE FOUNDATION SHALL BE WITHIN
0102" PER FOOT OF THE PROPOSED ELEVATION.
2.
DISTANCES MEASURED BETWEEN OPPOSITE CORNERS
SHALL DIFFER NO MORE THAN 1/4'.
3.
ALL FOOTING EXCAVATIONS SHALL BE CLEAN AND FREE
OF DEBRIS, STANDING WATER AND LOOSE SOIL AND BE
INSPECTED AND APPROVED BY MOTOROLA'S
REPRESENTATIVE PRIOR TO PLACEMENT OF CONCRETE.
SOIL BEARING CAPACITY SHALL NOT BE LESS THAN
2000 PSF.
4.
THE PYRAMID PROJECT / CONSTRUCTION MANAGER WILL PROVIDE THE NAME OF THE
TESTING COMPANY AND CONTACT INFORMATION TO THE CONTRACTOR FOR COORDINATING /
SCHEDULING THE THIRD PARTY TESTING.
BOLT, ANCHOR, WEDGE,
3/4-10x6 1/4 W/FLAT WASHER
AND NUT (VFP. NO. 3,1464)
IT WILL BE THE RESPONSIBILITY OF THE CONTRACTOR PERFORMING THE WORK TO
COORDINATE THE SCHEDULING OF THE THIRD PARTY TESTING / INSPECTION A MINIMUM OF
24 TO 48 HOURS IN ADVANCE OF THE REQUIRED SERVICES.
BACKFILL AGAINST GRADE WALLS SHALL BE EVEN ON
ALL SITES.
FOUNDATION INSPECTION WOOFS.
BRUSHED FINISH
5 CONTRACTORS ARE ADVISED TO BECOME FAMILIAR WITH
THE FOUNDATION ENGINEERING REPORT.
6.
7.
8.
3/4" x 45'
CHAMFER (TYR)
THE CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS
AND EXISTING CONDITIONS PRIOR TO CONSTRUCTION.
NOTIFY MOTOROLA'S REPRESENTATIVE OF ANY
DISCREPANCY IMMEDIATELY.
COORDINATE THIS DRAWING WITH ALL OTHER DRAWINGS
FOR BLOCK OUTS, ELECTRICAL REQUIREMENTS AND
BUILDING ANCHOR BOLT ATTACHMENTS.
ALL SUBTERRANEAN STRUCTURES, UTILITIES. PIPING,
ETC. IN THE AREA OF ALL EXCAVATIONS TO BE
LOCATED AND MARKED BY THE CONTRACTOR PRIOR TO
EARTH REMOVAL WORK, PIN FLAGS OR PAINT
AREACCEPTABLE METHODS. CONTRACTOR TO
MAINTAIN MARKERS UNTIL ALL EXCAVATION ACTIVITIES
HAVE CEASED. COORDINATE WITH MOTOROLA.
GRADE LEVEL
PLATE, STRAIGHT, GALV,
1/2x1 Ox1 2 (LOCATED AT (4
EACH) OUTSIDE LIFT POINTS)
(VFP. NO. 265053-1)
WIG x W10 x 6 x 6
2. VERIFY THE FOUNDATION AND REINFORCING STEEL CAGE WAS EXCAVATED AND
CONSTRUCTED IN ACCORDANCE WITH THE DESIGN DRAWINGS.
•
SIDE VIEW
6 MIN. COMPACTED
CRUSHED AGGREGATE
4 REBAR, 18" O.C.
COVER INSIDE 1FF ASSEIIBUES WITH
PAWED ALUNRIUM PLATES PROVIDED.
ATTACH WITH SEALANT.
VERIFY THAT THE ANCHOR BOLTS OR ANCHOR ATTACHMENTS MATCH THE TOWER
DRAWINGS (I.E. LENGTH, SIZE, DIAMETER, CONFIGURATION ETC.)
4.
VISUAL INSPECTION OF EPDXY ANCHOR BOLTS
CONCRETE TESTING NOTES;
1. CHECK THE CONCRETE ON EACH TRUCK AS IT ARRWES ON SITE FOR
PROPER P.S.I. AND SLUMP.
SAMPLE AND TEST CONCRETE INCLUDING SLUMP TEST, AIR CONTENT, (UNIT WEIGHT OF
UGHT CONCRETE). TEMPERATURE AND OTHER TESTS REQUIRED BY PYRAMID NETWORK
SERVICES, MOTOROLA OR THE LOCAL JURISDICTION_
3.
VISUAL INSPECTION OF PLACEMENT OF CONCRETE (PROPER VIBRATION AND FALL
HEIGHT).
4.
MOLD AND CURE 6' BY 12" CONCRETE CYLINDER TEST SPECIMENS FOR COMPRESSION
STRENGTH. A MINIMUM OF FIVE (5) TESTS CYLINDERS SHALL BE CONDUCTED PER
TRUCK OF CONCRETE REQUIRED.
5.
TESTING COMPANY TO PICK UP TEST SPECIMENS AND DELIVER TO THE TESTING
LABORATORY WITHIN 48 HOURS OF CASTING.
6.
PERFORM LABORATORY CURING, COMPRESSIVE STRENGTH TESTING AND REPORTING AND
REPORTING OF ALL TEST RESULTS TO THE PYRAMID NETWORK SERVICES PROJECT /
CONSTRUCTION MANAGER ON THE FOLLOWING SCHEDULE.
SIDE VIEW
FRONT VIEW
10. ALL REINFORCEMENT BARS SHALL CONFORM TO
ASTM-A615-810. GRADE 80
II. ALL REINFORCEMENT BARS SHALL BE FABRICATED IN
ACCORDANCE WITH THE 1986 CRST MANUAL OF
STANDARD PRACTICE AND SHALL BE CLEAN AND FREE
OF GREASE AND SCALING RUST. WELDING OF REBAR IS
NOT PERMITTED.
CDSHELTER CONNECTION DETAIL
CD
3.
2-I6 REBAR CONTINUOUS
THY ALL AROUND
ALL CONCRETE SHALL HAVE A MINIMUM 28 DAY
COMPRESSIVE STRENGTH OF 4.000 P.S.I. W/ AN AIR
CONTENT OF 22 TO 32 AND SLUMP OF 4-6 INCHES.
12. ALL CONCRETE WORK SHALL CONFORM TO: ACI
318-99, STANDARD BUILDING CODE FOR REINFORCED
CONCRETE AND ACI 301, SPECIFICATION FOR
STRUCTURAL CONCRETE FOR BUILDINGS.
1 VERIFY THAT THE MATERIALS ENCOUNTERED IN THE FOUNDATION EXCAVATIONS ARE
SIMILAR TO THOSE IN THE TEST BORING FOR WHICH THE ALLOWABLE DESIGN
PARAMETERS WERE BASED.
(—)FOUNDATION SECTION
NOT TO SCALE
NOT TO SCALE
1 - CYLINDER TO BE TESTED AT THE END OF THREE (3) DAYS
1 - CYLINDER TO BE TESTED AT THE END OF SEVEN (7) DAYS
1 - CYLINDER TO BE TESTED AT THE END OF FOURTEEN (14)
DAYS
I - CYLINDER TO BE TESTED AT THE END OF TWENTY EIGHT
(28) DAYS
CYLINDER TO BE HELD FOR A MINIMUM OF SEVENTY FIVE
(75) DAYS.
13. ALL SECTIONS, DETAILS AND NOTES SHOWN ON THE
DRAWINGS ARE INTENDED TO BE TYPICAL AND SHALL
APPLY TO SIMILAR SITUATIONS ELSEWHERE UNLESS
OTHERWISE SHOWN.
14, TIE DOWN PLATES MUST BE ENTIRELY ABOVE GRADE.
15. SHELTER MUST BE SHINNED TO LEVEL. SHIM HARDNESS
NOT LESS THAN 60 DUROMETER OR COMPRESSIVE
STRENGTH 9,000 PSI, MIN. SHIMS 3- SQUARE MIN.
16 PROVIDE PROPER DRAINAGE AWAY FROM FOUNDATION
AT GRADE.
NMI
INFORMATION CONTAINED IN THESE DRAWINGS REFERRING TO THE PROPOSED
EQUIPMENT SHELTER SHOWN FOR REFERENCE. CONTRACTOR TO OBTAIN &
USE THE PROPOSED SHELTER AND SHELTER FOUNDATION DRAWINGS
SPECIFIC TO THIS SITE FROM THE SHELTER MANUFACTURER.
INFINIGY8
FROM ZERO TO INFINIGY
IA. sotullons aro ...Ea
A
0/28/1e
Nu DATE
WW1) FOR MYER
REVISIONS
CHESAPEAKE VILLAGE
AWRAMID
AmNeoirerK Services, LLC
MOTOROLA SOLUTIONS
SIM AC RIM
490-004
SHELTER FOUNDATION DETAILS
CALVERT COUNTY, MD
3840.32.31'N 76'32'27.32'1V
C8
REV
A
IT IS A NOUDON OF Ur, FBA MY Mosta,
MESS EDER ARC Parr. URGED THE DIRECTION
OF A MPG. RROFFSSIONEL ENGINEER. TO ALTER
Oft OGOOrENT.
PER SHELTER DRAWINGS
12
SHIM (TOP.)
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STOOP (HONOUR-11C POUR
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STOOP WITH GRAVEL
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SHELTER ON THE STOOP
--
NOT TO SCALE
NOTE*
INFORMATION CONTAINED IN THESE DRAWINGS REFERRING TO THE PROPOSED
EQUIPMENT SHELTER SHOWN FOR REFERENCE. CONTRACTOR TO OBTAIN &
USE THE PROPOSED SHELTER DRAWINGS SPECIFIC TO THIS SITE FROM THE
SHELTER MANUFACTURER.
(—)FOUNDATION PLAN
NOT TO SCALE
INFINIGY8
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490-004
CHESAPEAKE VILLAGE
YRAM I ID
fic Services, LLC
SHELTER FOUNDATION DETAILS
CALVERT COUNTY, MD
MOTOROLA SOLUTIONS
38•40•32.31-N 7632'27.32V
C8A
REV
A
IS A MOLAR.
CFOR AN! PERS..
UNLESS TRU AKAM
AC UNDER NE MCCOOK
or A =KED PROFESS.. ENGINEER. TO ALTER
THIS DOCUMENT.
GRADE
GRADE
MATCH EXISTING
GRADE & SURFACE
GEOTEXTILE FABRIC
WARNING TAPE
1B3EINPPPACKFILL
r
FINISH GRADE
MATCH EXISTING
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N—
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TRANSFORMER PAD DETAIL
NOT TO SCALE
24'
°
TYPICAL ELECTRICAL COMMUNICATION TRENCH DETAILS
NOT TO SCALE
PROPOSED CURRENT
TRANSFER CABINET
PROPOSED 400A METER &
DISCONNECT FOR PROPOSED
CALVERT COUNTY EQUIPMENT
SHELTER ELECTRICAL SERVICE
1SW
CONCRETE CAP, CROWNED
5' DIA SCH 40 GALV. STEEL
PIPE FILLED W/3000 PSI CONC.
PROPOSED SINGLE METER CENTER
400A, 120/240V, 10 3W, NEMA 3R
El FcTRIC SERVICE NOTES'
T. ALL ELECTRICAL EQUIPMENT SHALL BE INSTALLED IN CONFORMANCE WITH
NFPA 70 (LATEST REVISION). THE RESPECTNE EQUIPMENT
MANUFACTURER'S DIRECTIONS AND ALL OTHER APPUCABLE LOCAL CODES.
LAWS, ORDINANCES AND REQUIREMENTS IN FORCE. ANY INSTALLATION
WHICH WOULD VOID THE U.L. LISTING (OR OTHER THIRD PARTY LISTING)
AND/OR THE MANUFACTURER'S WARRANTY OF A DEVICE SHALL NOT BE
PERMITTED.
1/2' EXPANSION
FILLER & SEALANT
EvAS ENO
!'ETE P
PROPOSED GEC' RECEPTACLE, WIRE
TO CALVERT COUNTY EQUIPMENT
SHELTER WI (2) #12 & (1) #4 AWG
IN 3/4' PVC UNDERGROUND CONDUIT
MATCH EXISTING
GRAVEL COVER
RGS CONDUIT ABOVE
GRADE (TYP.)
B" SUBBASE UNDER
GRAVEL
SERVICE GROUND CONDUCTOR(S)
IN 1'0 PVC CONDUIT. SIZE PER
NEC BASED ON ACTUAL SERVICE
INSTALLED (TYP.)
2. COORDINATE ELECTRIC SERVICE WITH LOCAL POWER UTILITY COMPANY.
COORDINATE WITH UTILITY FOR METER TYPE AND CONNECTION.
3, ALL CONDUIT SHALL BE SEALED WATERTIGHT UNTIL FINAL TERMINATIONS
ARE MADE.
#2 AWG SOLID TINNED
GROUND LEAD TO
EQUIPMENT GROUND
RING (TYP.)
CONC BASE (3000
P.S.I. CONC)
FROST LINE
(1) SCH. 40 PVC CONDUIT
FROM POWER SERVICE DEMARC
TO EQUIPMENT SHELTER
4. PROVIDE PULL CORD IN ALL CONDUITS. SECURE AT EACH END.
6" MIN. BELOW
FROST LINE (TYP)
4'0 SCH. 40 PVC
CONDUITS TO POWER
SERVICE DEMARC
5. ADJUST DEPTH OF CONDUITS TO PASS ABOVE GROUNDING SYSTEM.
6. PROVIDE TB INCH (MIN.) RADIUS ELBOWS FOR ALL BENDS.
(
--BOLLARD DETAIL
-- NOT TO SCALE
7. PROVIDE PHENOLIC ENGRAVED NAMEPLATES AT THE SERVICE DISCONNECT
LABELED: 'SERVICE DISCONNECT' & "NOTE ENGINE GENERATOR NEUTRAL
IS ALSO BONDED TO GROUND AT THE SERVICE DISCONNECT.' PROVIDE
ADDITIONAL NAMEPLATES NOTING TYPE AND LOCATION OF STANDBY
POWER SOURCE.
#2 AWG SAUD
TINNED GROUND
RING (TYP.)
SERVICE ENTRANCE GROUND
ROD, 3/4*010' COPPER
CLAD (TYP.)
(
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INFINIGY8
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CHESAPEAKE VILLAGE
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Services, LLC
MOTOROLA SOLUTIONS
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490-004
SITE DETAILS
CALVERT COUNTY, MD
3840.32.31N 76'32'27.32'W
C9
REV
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VICSATION OF WY MP .14V POMO.
UNLESS THU ARL AVM 1.0111. 1Of PRECTION
Of LOOMED PRORSSOW MOWER, TO AUER
THIS [WNW,
PENDING RECEIPT OF:
•
GENERATOR MANUFACTURER AND MODEL
•
FUEL TANK MANUFACTURER AND MODEL
PENDING RECEIPT OF:
•
GENERATOR MANUFACTURER AND MODEL
•
FUEL TANK MANUFACTURER AND MODEL
1 GENERATOR & FUEL TANK DETAIL
--
INFINIGY8
FROM ZERO TO INFINIGY
11rso1ullons:fa meets
0/26/16
matzo FOR REVER
REVISIONS
5151 LW ON
(D
NOT TO SCALE
4zIaTZ-1.:
490-004
GENERATOR FOUNDATION DETAIL
NOT TO SCALE
CHESAPEAKE VILLAGE
YRAM ID
Services, LLC
0
GENERATOR DETAILS
CALVERT COUNTY, MD
MOTOROLA SOLUTIONS
38'40'32.31"N 7632'27.32"W
C9A
REV
A
tr es A viourrox oF
Fog ANY pENSON.
DN.. TREY ARE An. UNDER
DRECTPON
Or A LICENSED PR011sSioNAL ENtaNEEN, TO ALTER
NIS
TOWER COMPOUND SHALL BE GRADED TO
A UNIFORM 2%-5R SLOPE TO PREVENT
PONDING AND IANNTAIN POSITNE DRAINAGE.
/
a' TOPSOIL (MK) AND SEED
WHERE DISTURBED BY
CONSTRUCTION ACTIVITIES.
CEOTEXTILE MATERIAL MIRAT
500% (DR APPROVED EQUAL)
6.(MIN.)
AGGREGATE NO. 57
UNDISTURBED SOIL OR 6' OF NATWE COMPACTED FILL FREE FROM ANY
DEBRIS OR ORGANIC MATERIAL. IF EXISTING SUBGRADE DOES NOT MEET
THE CRITERIA ABOVE, 6' OF COMPACTED STRUCTURAL FILL SHALL BE
INSTALLED
c
4" TOPSOIL (MIN) AND SEED
WHERE DISTURBED BY
CONSTRUCTION ACTMTIES.
PROOF ROLL AND
STABILIZE SUBGRADE
r) SITE COMPOUND SECTION
--
NOT TO SCALE
2 TO I SLOPE WANTAIN TO BOTTOM OF DITCHUNE/ ROWUNE AND
ON OPPOSITE SLOPE MATCH EXISTING SLOPE DITCHES SHALL HAVE
A I' (FOOT) HAT BOTTOM WITH RIP RAP INSTALLED IN HEAVY
EROSION AREA.
(TYPICAL)
SLOPE 1/4" PER FOOT
SLOPE
1/4"
PROPOSED ROAD NOTES:
PER FOOT
1. GRAVEL SHALL BE LAID ON THE ROAD ABOVE THE CEOTEXTILE FABRIC IN TWO LAYERS. THE BOTTOM LAYER
SHALL CONSIST OF 4 INCHES THICK 3/4' COARSE GRAVEL PROVIDING THE STRONG BASE AND THE TOP LAYER
OF 4 INCHES THICK CRUSHER RUN 1/2' FINE GRAVEL PROVIDING THE SMOOTH TOP SURFACE. THE 4 INCHES
Di CRUSHER RUN SHALL BE INSTALLED AFTER ALL OF THE SITE COMPONENTS HAVE BEEN INSTALLED AT THE
END OF CONSTRUCTION. THE CRUSHED AGGREGATE SHALL CONSIST OF CRUSHED LIMESTONE OR CRUSHED
NATURAL GRAVEL. FREE FROM LUMPS OR BALLS OF CLAY OR OTHER OBJECTIONABLE MATTER. AND REASONABLY
FREE FROM THIN AND ELONGATED PIECES OF DIRT. AGGREGATES SHALL CONSIST OF ANGULAR FRAGMENTS,
DURABLE A SOUND, AND SHALL BE REASONABLY UNIFORM IN DENSITY AND QUALITY.
2:1 SLOPE
111_
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III
I
II
III
II I-1
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6" THICK ASTM C-33
#57 STONE GRAVEL
CLASS 4 GEOTEXTILE MATERIAL %GRAFI-500X' (OR EQUAL)
@
NOT TO SCALE
FROM ZERO TO INFINIGY
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10/38/16
ISSUED BOA REM,
DATE
REVISIONS
9CB AU
490-004
3. THE ROAD SHALL BE GRAVELED IN SUCH A MANNER AS TO PROVIDE A CROWN IN THE CENTER, WITH THE
ROAD SURFACE SLOPING AWAY FROM CENTER SD THAT THE WATER INSTANTLY RUNS OFF INTO THE SWALES ON
THE SIDE. THE ROAD SHALL BE FLARED AT THE INTERSECTION OF THE HIGHWAY IN ORDER TO PROVIDE
ADEQUATE TURNING RADIUS FOR THE VEHICLE. FOUR FEET WIDE SWALES SHALL BE PROVIDED ON EITHER SIDE
OF THE ROAD TO FACILITATE EASY RUNOFF OF RAIN WATER.
4. WHERE PERMISSIBLE BY THE LOCAL CODES, AN EPA APPROVED HERBICIDE SHALL BE APPLIED TO ALL AREAS
PRIOR TO LAYING DOWN THE GEOTEXTILE FABRIC. THE RATE OF APPLICATION OF HIS HERBICIDE SHALL BE A
MINIMUM OF 10 POUNDS OF PRODUCT PER ACRE, UNLESS OTHERWISE REQUIRED BY LOCAL CODES OR
MANUFACTURER'S RECOMMENDATIONS. THE CONTRACTOR SHALL CHECK THE LOCAL CODES PRIOR TO APPLYING
DEFOLIANT. SUBSTANCE SHALL NOT BE APPLIED IF GROUND IS FROZEN OR DANGER OF WEED KILLER BEING
WASHED BEYOND THE INTENDED AREA
DRIVEWAY
SECTION — CROWNED
INFINIGY8
2. GEOTEXTILE FABRIC SHALL NOT BE USED ON ROAD SECTIONS WITH STEEP GRADES (>107) OR ROCK BASE TO
PREVENT SLIPPING OF SURFACE, ON STEEP SLOPES, SLOPE STABILIZATION MEASURES SHALL BE USED INSTEAD.
CHESAPEAKE VILLAGE
RAM I D
sic Services, LLC
0 MOTOROLA
DETAILS
CALVERT COUNTY, MD
SOLUTIONS
3840'32.31'N 76'32'27.32'W
010
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FROM ZERO TO INFINIGY
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I0/m/03
ISSUED AM RUCK
REVISIONS
CHESAPEAKE VILLAGE
AWRAM I D
BMS& Services, LLC
SKU FA CAE
490-004
NOT TO SCALE
DETAILS
CALVERT COUNTY, MD
MOTOROLA SOLUTIONS
3640'02.31"N 7832'27.32V
C11
REV
A
IT IS A NOLADAI OF LAW TOR ANY DEM..
UNLESS THEY AKE
UNDER THE OIRECHON
Of A UGENSEE. PROTESSMAL ENGINEER. TO ALTER
THIS DOOLIDENT
rcn.
CAUTION
NOTICE
NO
.TRESPASSING.
INSTALL SIGNS AT THE MAIN ACCESS POINTS
TO THE COMPOUND AND EVERY 50 FEET
ALONG THE COMPOUND PERIMETER FENCE.
Beyond Thin Polotra, ea
rowing an area where RP
Fminnann aeon errend !ha I CC
Galena Population Exposure
Limits
FR** all
and ...AA.
RP Min.".
Beyond TIth Point you
RF
rcr twur.tion.4 Enlvntov
Limits
aa.n0000
ara Beyond Thk Poinbnuam
entering a controlled wen where
RE Emissions exceed the FCC
Cootrulleil Eaposion Limits
n•ini•tineaullantot tlynnuuu
niad eaaarena, In an.a Inaa
• INSTALL SIGNS AT THE MAIN ACCESS POINTS TO THE COMPOUND, AT THE
SHELTER ACCESS DOOR(S), AND AT THE CLIMBING ACCESS POINTS TO THE
TOWER STRUCTURE.
• DETAIL SHOWN IS FOR INFORMATIONAL PURPOSES ONLY. SITE SPECIFIC SIGNS
SHALL BE PLACED IN ACCORDANCE WITH RF STUDY FOR EXPOSURE LIMITS.
"NO TRESSPASSING" SIGN
0
2 )RF RADIATION SAFTEY SIGN
(--
NOT TO SCALE
NOT TO SCALE
SITE IS VIDEO
SURVEILLANCE
MONITORED
Federal Communications Commission
Tourer Registration Number
1234567
n•
47,1,1,(0,
FCC ASR ASSIGNMENT SIGN
O
NOT TO SCALE
FROM ZERO TO INFINIGY
the 3dullons are endless
OPP e* Oa' Rd
REVISIONS
SIB AC uw
INSTALL AT THE MAIN ENTRANCE TO THE COMPOUND
AND THE ACCESS 000R(5) TO THE SHELTER WITH
APPLICABLE CONTENT TO BE PROVIDED BY THE COUNTY
4 EMERGENCY RESPONSE INFORMATION SIGN
NOT TO SCALE
INFINIGY8
ISSUED FOR REVER
IN CASE OF EMERGENCY CONTACT
(410)535-3491
(410) 535-3491
INSTALL SIGN AT THE INTERSECTION OF THE PUBLIC
ROAD AND SITE ACCESS ROAD, AT THE ACCESS POINT
TO THE COMPOUND, AND ON THE TOWER STRUCTURE,
02,74zal
490-004
INSTALL AT THE INTERSECTION OF THE PUBLIC
ROAD, MAIN ENTRANCE TO THE COMPOUND AND THE
ACCESS DOOR(S) TO THE SHELTER WITH APPLICABLE
CONTENT TO BE PROVIDED BY THE COUNTY.
CALVERT COUNTY REQUIRED SIGN
()
NOT TO SCALE
CHESAPEAKE VILLAGE
41PYRAM113
NehVork Services, LLC
FM-200
SITE NAME
SITE M:
FCC ASR
FOR EMERGENCY ACCESS OR
WHEN WORKING ON THIS SITE,
CALL CALVERT COUNTY:
CommisslonaanbonsdrerregMan
4
re
0/28/18
CAUTION[
NO TRESPASSING
SITE NAME:
INFORMATION
•
NOTES'
• SIGNS SHALL BE 8-1/2" BY 11.(PORTRAIT OR LANDSCAPE)
• ON 60MIL WHITE PLASTIC BACKGROUND OR ALUMINUM.
• ALL SIGNS SHALL BE UV RESISTANT FOR OUTDOOR USE.
• ALL SIGNS SHOULD HAVE A MINIMUM 5 YEAR GUARANTEE WITHOUT SHOWING
ANY SIGNS OF DEGRADATION.
• ALL SIGNS SHALL HAVE ROUNDED CORNERS.
• ALL SIGNS SHALL BE PROVIDED PER THE REQUIREMENTS OF THIS DRAWING
PACKAGE AND THE RFP.
• ALL SIGN LETTERS SHALL BE PRINTED OR ENGRAVED, NO STICKERS.
• COLOR UNLESS OTHERWISE NOTED: BLACK LETTERING ON WHITE BACKGROUND.
EXCEPTION. "DANGER" AND "CAUTION" SIGNS TO HAVE RED LETTERING ON
WHITE BACKGROUND.
• CONTRACTOR MUST VERIFY ALL SITE SIGNAGE WITH CONSTRUCTION PROJECT
MANAGER AND COUNTY REPRESENTATIVE.
• THE CONTRACTOR SHALL FURNISH AND INSTALL ALL SIGNS IN ACCORDANCE
WITH RFP IN APPROPRIATE LOCATIONS INCLUDING BUT NOT LIMITED TO ON THE
EXTERIOR OF THE SHELTER. FENCED COMPOUND AND ANY ACCESS GATES.
• ATTACH ALL SIGNS SHALL BE AFFIXED USING PERMANENT, IRREVERSIBLE,
TAMPER PROOF FASTENING SYSTEM. ACCEPTABLE MATERIALS INCLUDE
STAINLESS STEEL OR GALVANIZED BANDING OR SCREWS. ADHESIVES ARE NOT
PERMITTED. PROVIDE WEATHER PROOF CONNECTION FOR ALL SCREW
FASTENING TO EXTERIOR WALL STRUCTURES.
INSTAL ON THE ACCESS
DOOR(S) TO THE SHELTER
(
)FM-200 CAUTION SIGN
NOT TO SCALE
COMPOUND SIGNAGE DETAILS
CALVERT COUNTY, MD
MOTOROLA SOLUTIONS
3640'32.31'N 7632'27.32'W
C12
REV
A
17 IS A NOUPOI or LAW FOR AM PERSON.
UNLESS /PEP ARC ACINC LINOCR THE omecrox
OE A LICENSED PROFESSIONAL [NONEEN. 70 47[17
OCCIMENE
GRADING & EXCAVATING NOTES:
1.
2.
3.
GENERAL EROSION & SEDIMENT CONTROL NOTES:
1. THE SOIL EROSION AND SEDIMENT CONTROL MEASURES AND DETAILS AS SHOWN
HERIN AND STIPULATED WITHIN STATE STANDARDS
SHALL BE FOLLOWED AND INSTALLED IN A MANNER SO AS TO
MINIMIZE SEDIMENT LEAVING THE SITE
2. PRIOR TO COMMENCING LAND DISTURBANCE ACTIVITY, THE
LIMITS OF LAND DISTURBANCE SHALL BE CLEARLY AND
ACCURATELY DEMARCATED WITH STAKES, RIBBONS, OR
OTHER APPROPRIATE MEANS.
3. EROSION CONTROL DEVICES SHALL BE INSTALLED BEFORE GROUND
DISTURBANCE OCCURS. THE LOCATION OF SOME OF THE EROSION
CONTROL DEVICES MAY HAVE TO BE ALTERED FROM THOSE SHOWN ON THE
APPROVED PLANS IF DRAINAGE PATTERNS DURING CONSTRUCTION ARE
DIFFERENT FROM THE FINAL PROPOSED DRAINAGE PATTERNS. IT IS THE
CONTRACTOR'S RESPONSIBILITY TO ACCOMPLISH EROSION CONTROL FOR
ALL DRAINAGE PATTERNS CREATED AT VARIOUS STAGES DURING CONSTRUCTION.
ANY DIFFICULTY IN CONTROLUNG EROSION DURING ANY PHASE OF
CONSTRUCTION SHALL BE REPORTED TO THE ENGINEER IMMEDIATELY.
4. THE LOCATION OF SOME OF THE EROSION CONTROL DEVICES
MAY HAVE TO BE ALTERED FROM THAT SHOWN ON THE
PLANS IF DRAINAGE PATTERNS DURING CONSTRUCTION ARE
DIFFERENT FROM THE FINAL PROPOSED DRAINAGE PATTERNS.
ANY DIFFICULTY IN CONTROLLING EROSION DURING ANY PHASE
OF CONSTRUCTION SHALL BE REPORTED TO THE ENGINEER
IMMEDIATELY.
5. CONTRACTOR SHALL MAINTAIN ALL EROSION CONTROL MEASURES UNTIL
PERMANENT VEGETATION HAS BEEN ESTABLISHED. CONTRACTOR SHALL
CLEAN OUT ALL SEDIMENT PONDS WHEN REQUIRED BY THE ENGINEER OR
THE LOCAL JURISDICTION INSPECTOR. CONTRACTOR SHALL INSPECT EROSION
CONTROL MEASURES AT THE END OF EACH WORKING DAY TO ENSURE
MEASURES ARE FUNCTIONING PROPERLY.
ALL EXCAVATIONS ON WHICH CONCRETE IS TO BE PLACED SHALL BE SUBSTANTIALLY
HORIZONTAL ON UNDISTURBED AND UNFROZEN SOIL AND BE FREE FROM LOOSE
MATERIAL AND EXCESS GROUNDWATER. DEWATERING FOR EXCESS GROUNDWATER
SHALL BE PROVIDED IF REQUIRED.
CONCRETE FOUNDATIONS SHALL NOT BE PLACED ON ORGANIC MATERIAL. IF SOUND
SOIL IS NOT REACHED AT THE DESIGNATED EXCAVATION DEPTH, THE
UNSATISFACTORY SOIL SHALL BE EXCAVATED TO ITS FULL DEPTH AND EITHER BE
REPLACED WITH MECHANICALLY COMPACTED GRANULAR MATERIAL OR THE
EXCAVATION BE FILLED WITH CONCRETE OF THE SAME QUALITY SPECIFIED FOR THE
FOUNDATION.
ANY EXCAVATION OVER THE REQUIRED DEPTH SHALL BE FILLED WITH EITHER
MECHANICALLY COMPACTED GRANULAR MATERIAL OR CONCRETE OF THE SAME
QUALITY SPECIFIED FOR THE FOUNDATION. CRUSHED STONE MAY BE USED 'TO
STABILIZE THE BOTTOM OF THE EXCAVATION. STONE, IF USED, SHALL NOT BE USED
AS COMPIUNG CONCRETE THICKNESS.
4. AFTER COMPLETION OF THE FOUNDATION AND OTHER CONSTRUCTION BELOW
GRADE. AND BEFORE BACKFILUNG, ALL EXCAVATIONS SHALL BE CLEAN OF
UNSUITABLE MATERIAL SUCH AS VEGETATION, TRASH, DEBRIS, AND SO FORTH
FOR ANY FLUNG OPERATION.
5. REMOVE ALL VEGETATION, TOPSOIL, DEBRIS, WET AND UNSATISFACTORY SOIL
MATERIALS, OBSTRUCTIONS, AND DELETERIOUS MATERIALS FROM GROUND SURFACE
PRIOR TO PLACING FILLS. PLOW. STRIP, OR BREAK UP SLOPED SURFACES STEEPER THAN
THAN 1 VERTICAL TO 4 HORIZONTAL SO FILL MATERIAL WILL BOND WITH EXISTING SURFACE.
WHEN SUBGRADE OR EXISTING GROUND SURFACE TO RECEIVE FILL HAS A DENSITY LESS
THAN THAT REQUIRED FOR FILL BREAK UP GROUND SURFACE TO DEPTH REQUIRED,
PULVERIZE, MOISTURE-CONDITION OR AERATE SOIL AND RECOMPACT TO REQUIRED
DENSITY.
6. -USE APPROVED MATERIALS CONSISTING OF EARTH, LOAM, SANDY CLAY, SAND
-BE FREE FROM CLODS OR STONES OVER 2-1/2' MAXIMUM DIMENSIONS
-BE PLACED IN 8" LAYERS AND COMPACTED TO 95% STANDARD PROCTOR
EXCEPT IN GRASSED/LANDSCAPED AREAS, WHERE 90% STANDARD PROCTOR
6. THE CONTRACTOR SHALL REMOVE ACCUMULATED SILT WHEN
THE SILT IS WITHIN 12' OF THE TOP OF THE SILT FENCE.
7. REPLACE EXISTING GRAVEL SURFACING ON AREAS FROM WHICH GRAVEL SURFACING IS
REMOVED DURING CONSTRUCTION OPERATIONS. GRAVEL SURFACING SHALL BE REPLACED
TO MATCH EXISTING ADJACENT GRAVEL SURFACING AND SHALL BE OF THE SAME
THICKNESS. SURFACES OF GRAVEL SURFACING SHALL BE FREE FROM CORRUGATIONS AND WAVES.
EXISTING GRAVEL SURFACING MAY BE EXCAVATED SEPARATELY AND REUSED IF INJURIOUS
AMOUNTS OF EARTH, ORGANIC MATTER. OR OTHER DELETERIOUS MATERIALS ARE REMOVED
PRIOR TO REUSE. FURNISH ALL ADDITIONAL GRAVEL RESURFACING MATERIAL AS REQUIRED.
BEFORE GRAVEL SURFACING IS REPLACED, SUBGRADE SHALL BE GRADED TO CONFORM TO
REQUIRED SUBGRADE ELEVATIONS. AND LOOSE OR DISTURBED MATERIALS SHALL BE THOROUGHLY
COMPACTED. DEPRESSIONS IN THE SUBGRADE SHALL BE FILLED AND COMPACTED WITH
APPROVED SELECTED MATERIAL. GRAVEL SURFACING MATERIAL MAY BE USED
FOR FILLING DEPRESSIONS IN THE SUBGRADE, SUBJECT TO ENGINEER'S APPROVAL.
8.
DAMAGE TO EXISTING STRUCTURES AND UTILITIES RESULTING FROM CONTRACTOR'S NEGLIGENCE
SHALL BE REPAIRED/REPLACED TO OWNER'S SATISFACTION AT CONTRACTOR'S EXPENSE.
9.
10.
CONTRACTOR SHALL COORDINATE THE CONSTRUCTION SCHEDULE WITH PROPERTY OWNER SO AS
TO AVOID INTERRUPTIONS TO PROPERTY OWNER'S OPERATIONS.
ENSURE POSITIVE DRAINAGE DURING AND AFTER COMPLETION OF CONSTRUCTION.
11.
ALL CUT AND FILL SLOPES SHALL BE MAXIMUM 3 HORIZONTAL TO 1 VERTICAL.
12.
CONTRACTOR SHALL BE RESPONSIBLE FOR MONITORING SITE VEHICLE
TRAFFIC AS TO NOT ALLOW VEHICLES LEAVING THE SITE TO TRACK
MUD ONTO PUBUC STREETS. THE CONTRACTOR IS RESPONSIBLE
FOR CLEANING PUBLIC STREETS DUE TO MUDDY VEHICLES LEAVING
THE SITE.
7. FAILURE TO INSTALL OPERATE OR MAINTAIN ALL EROSION
CONTROL MEASURES WILL RESULT IN ALL CONSTRUCTION
BEING STOPPED ON THE JOB SITE UNTIL SUCH MEASURES ARE
CORRECTED.
B. SILT BARRIERS TO BE PLACED AT DOWNSTREAM TOE OF ALL
CUT AND FILL SLOPES.
9. ALL CUT AND FILL SLOPES MUST BE SURFACED ROUGHENED AND
VEGETATED WITHIN SEVEN (7) DAYS OF THEIR CONSTRUCTION.
10. CONTRACTOR SHALL REMOVE ALL EROSION de SEDIMENT CONTROL
MEASURES AFTER COMPLETION OF CONSTRUCTION AND
ESTABLISHMENT OF PERMANENT GROUND COVER.
FERTILIZER MIX
lry Cy , #/ACRE K2 0, #/ACRE
N, TOP DRESSING
APPUCATION
N. #/ACRE
1.1
60 - 90
120 - 180
120 - 180
50
2nd
60
120
120
-
110E1
- GRASS AND MULCH ALL DISTURBED AREAS
ISSEALILICSEEMNCISMEMESI
WHEN HYDRAULIC SEEDING AND FERTILIZING EQUIPMENT IS USED, NO GRADING AND SHAPING OR
SEEDBED PREPARATION WILL BE REQUIRED. THE FERTILIZER, SEED AND WOOD CELLULOSE FIBER
MULCH WILL BE MIXED WITH WATER AND APPLIED IN A SLURRY. ALL SLURRY INGREDIENTS MUST
BE COMBINED 'TO FORM A HOMOGENEOUS MIXTURE, AND SPREAD UNIFORMLY OVER THE AREA
WITHIN ONE HOUR AFTER MIXTURE IS MADE. STRAW OR HAY MULCH AND ASPHALT EMULSION
WILL BE APPLIED WITH BLOWER-TYPE MULCH SPREADING EQUIPMENT WITHIN 24 HOURS AFTER
SEEDING, THE MULCH WILL BE SPREAD UNIFORMLY OVER THE AREA, LEAVING ABOUT 25
PERCENT OF THE GROUND SURFACE EXPOSED.
CONVENTIONAL SEEDING EQUIPMENT
GRADE, SHAPE AND SMOOTH WHERE NEEDED TO PROVIDE FOR SAFE EQUIPMENT OPERATION AT
SEEDING TIME AND FOR MAINTENANCE PURPOSES. THE UNE AND FERTILIZER IN DRY FORM WILL
BE SPREAD UNIFORMLY OVER THE AREA IMMEDIATELY BEFORE SEEDBED PREPARATION. A
SEEDBED WILL BE PREPARED BY SCARIFYING TO A DEPTH OF 1 TO 4 INCHES AS DETERMINED
ON SITE. THE SEEDBED MUST BE WELL PULVERIZED, SMOOTHED AND FIRMED. SEEDING WILL
BE DONE WITH CULTIPACKER-SEEDER, DRILL, ROTARY SEEDER OR OTHER MECHANICAL OR HAND
SEEDER. SEED WILL BE DISTRIBUTED UNIFORMLY OVER A FRESHLY PREPARED SEEDBED AND
COVERED LIGHTLY. WITHIN 24 HOURS AFTER SEEDING, STRAW OR HAY MULCH WILL BE SPREAD
UNIFORMLY OVER THE AREA, LEADING ABOUT 25 PERCENT OF THE GROUND SURFACE EXPOSED.
MULCH WILL BE SPREAD WITH BLOWER-TYPE MULCH EQUIPMENT OR BY HAND AND ANCHORED
IMMEDIATELY AFTER IT IS SPREAD. A DISK HARROW WITH THE TASK SET STRAIGHT OR A SPECIAL
PACKER DISK MAY BE USED TO PRESS THE MULCH INTO THE SOIL.
WOVEN WIRE FENCE
(MIN. 14 1/2 GAUGE W/
MAX. 6" MESH SPACING)
MAX. C. TO C.
36" MIN. LENGTH FENCE
POSTS DRIVEN MIN. 16"
INTO GROUND.
11. THE ESCAPE OF SEDIMENT FROM THE SITE
SHALL BE PREVENTED BY THE INSTALLATION OF EROSION CONTROL
MEASURES AND PRACTICES PRIOR TO, OR CONCURRENT WITH,
LAND-DISTURBING ACTIVITIES.
HEIGHT OF FILTER
16" MIN.
PERSPECTIVE VIEW
8" MIN.
36" MIN. FENCE POST
WOVEN WIRE FENCE (MN. 14 1/2
GAUGE W/ MAX. 5" MESH
SPACING) WITH FILTER CLOTH
UNDISTURBED GROUND
COMPACTED SOIL
EMBED FILTER CLOTH
A MIN. OF 6" IN GROUND. H
13. THE GEOTECHNICAL ENGINEER SHALL DETERMINE IF THE ONSITE EXCAVATION MATERIALS
ARE ADEQUATE OR SUITABLE FOR USE AS BACKFILL MATERIAL. IF UNACCEPTABLE, THE
GEOTECHNICAL ENGINEER SHALL DETERMINE SUITABLE ALTERNATIVES
4
h; MIN.
SECTION VIEW
CONSTRUCTION SPECIFICATIONS
1. WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS WITH WIRE TIES
OR STAPLES. POSTS SHALL BE STEEL EITHER "T" OR "U" TYPE OR HARDWOOD.
2. FILTER CLOTH TO BE TO BE FASTENED SECURELY TO WOVEN WIRE
FENCE WITH TIES SPACED EVERY 24" AT TOP AND MID SECTION.
FENCE SHALL BE WOVEN WIRE, 12 1/2 GAUGE, 6" MAXIMUM MESH OPENING.
3. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY SHALL BE OVERLAPPED BY SIX INCHES AND FOLDED. FILTER CLOTH SHALL BE EITHER FILTER X,
MIME! 100X, STABILINKA 7140N, OR APPROVED EQUIVALENT.
4. PREFABRICATED UNITS SHALL BE GEOFAB, ENVIROFENCE, OR APPROVED EQUIVALENT.
5. MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL REMOVED WHEN
"BULGES". DEVELOP IN THE SILT FENCE.
14. THE SUPPUER SHALL ENSURE THAT BACK Fl LL AND UNDERCUT AREAS FOR NON-STRUCTURAL
APPLICATIONS ARE COMPACTED TO 90% OF THE MAXIMUM DRY DENSITY VALUE DETERMINED BY
THE LATEST VERSION OF STANDARD TEST (ASTM D698)
O-
SILT FENCE DETAIL
-
INFINIGY8
FROM ZERO TO INFINIGY
Ma KAU. am am Hoehn
on> MAW. SWA Re
ESSUED FOR MEW
COE
REVISIONS
CHESAPEAKE VILLAGE
YRAM I 1:1
Services, LLC
490-004
GRADING. EROSION, &
SEDIMENT CONTROL NOTES
CALVERT COUNTY, MD
MOTOROLA SOLUTIONS
AJE.
mrt.
NOT TO SCALE
.38'40'32.31'N 76'32'27.32'W
ES 1
REV
A
11. tO AMLATION OF WV FOR WY RUMOR.
UNLESS THEY FRE cmc UNDER INF PRESTON
OF A MOW/ PROFESSIONAL ENGINEER. TO ALTER
OAS DOOLNIENT.
u6"
THE LOCATION, SIZE AND TYPE OF MATERIAL OF EXISTING UTILITIES INDICATED ON
THE PLANS IS NOT REPRESENTED AS BEING ACCURATE, SUFFICIENT OR COMPLETE.
IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE ACTUAL
LOCATION OF ALL SUCH FACILITIES, INCLUDING THE SERVICE CONNECTIONS TO
UNDERGROUND UTILITIES. PRIOR TO CONSTRUCTION THE CONTRACTOR SHALL NOTIFY
THE UTILITY COMPANIES OF HIS OPERATIONAL PLANS AND SHALL OBTAIN FROM THE
RESPECTIVE UTILITY COMPANIES DETAILED INFORMATION AND ASSISTANCE RELATIVE
TO THE LOCATION OF THEIR FACILITIES AND THE WORKING SCHEDULE OF THE
COMPANIES FOR REMOVAL OR ADJUSTMENT WHERE REQUIRED. IN THE EVENT AN
. UNEXPECTED UTILITY INTERFERENCE IS ENCOUNTERED DURING CONSTRUCTION, THE
CONTRACTOR SHALL IMMEDIATELY NOTIFY THE UTILITY COMPANY OF JURISDICTION.
THE ENGINEER SHALL ALSO BE IMMEDIATELY NOTIFIED.
R /POSED CALli7
--'60LINTY 1.2.x28'
EQUIPMENT SNELA:12
CONTACT THE UNDERGROUND FACILITY PROTECTION ORGANIZATION 0
PHONE NUMBER 1-R00-257-7777 FOR UTILITY INFORMATION.
7'
(
•
•
TREE CLEARING NOTE.
•
CALLED NORTH
CONTRACTOR TO REMOVE ALL TREES
WITHIN 30' OF THE FENCED COMPOUND
IN ACCORDANCE WITH SECTION 5.1.2 3.71.
GRADING, EROSION, &
SEDIMENT CONTROL PLAN
SCALE
INFINIGY8
DID sokflIons ore endless
ISSUED FOR WEN
PAW
REVISIONS
SO AID
7.5' 15'
SCALD II, 17.SEAT
TA'
SCALE: 2.1,
1 36.ODE, I.. IS.
FROM ZERO TO INFINIGY
10/2./11,
7.5' 0
156E1
490-004
NOTE: ALL CONSTRUCTION ACTIVITIES SHALL BE
DONE IN ACCORDANCE WITH MOTOROLA'S R-56
DESIGN STANDARDS (LATEST REVISION).
CHESAPEAKE VILLAGE
AIVAMICI 0
Services, LLC
ca
30'
1
GRADING. EROSION, &
SEDIMENT CONTROL PLAN
CALVERT COUNTY, MD
MOTOROLA SOLUTIONS
3840'32.31"N 7632'27.32'W
ES2
REV
A
IS A DIOLATIoN OF LAW FOR AN, GERSON.
UNLESS ND' ARC ACTING UNDID DIE DIRECTION
OE A UCLDISEll PROIDSOODI. ENONEER. TO ALTER
OCCIDAEXI,
DESCRIPTION
THE LOCATION. SIZE AND TYPE OF MATERIAL OF EXISTING UTILITIES INDICATED ON
PLANSBEISTHENOTCONTRACTOR'
REPRESENTEDS RESPONSIBILITY
AS BEING ACCURATE,
SUFFICIENT
COMPLETE.
ITTHESHALL
TO DETERMINE
THEORACTUAL
LOCATION OF ALL SUCH FACILITIES, INCLUDING THE SERVICE CONNECTIONS TO
UNDERGROUND UTILITIES. PRIOR TO CONSTRUCTION THE CONTRACTOR SHALL NOTIFY
THE
UTILITYMUM'
COMPANIES
OF HISDETAILED
OPERATIONAL
PLANS AND
OBTAINRELATIVE
FROM THE
RESPECTIVE
COMPANIES
INFORMATION
ANDSHALL
ASSISTANCE
TO THE LOCATION OF THEIR FACILITIES AND THE WORKING SCHEDULE OF THE
COMPANIES
REMOVAL
OR ADJUSTMENT
WHERE REOUIRED.
IN THE EVENT MITHE
UNEXPECTEDFOR
UTILITY
INTERFERENCE
IS ENCOUNTERED
DURING CONSTRUCTION,
CONTRACTOR SHALL IMMEDIATELY NOTIFY THE UTILITY COMPANY OF JURISDICTION.
THE ENGINEER SHALL ALSO BE IMMEDIATELY NOTIFIED.
CONTACTNUMBER
THE UNDERGROUND
PROTECTION
ORGANIZATION 0
PHONE
1-800-257-7777FACILITY
FOR UTILITY
INFORMATION.
PROPOSED CAL war COUNTY
IOOKW DIESEL GENERATOR
W/1000 GALLON BELLY TANK
ON-PROPOSED-CONCRETE-PAD
WM&
1. UTILITY ROUTING, PENETRATION POINTS ETC. ARE
DIAGRAMMATIC
VARY FROM THAT SHOW.
& MAY
PATHS,
PROPOSED PAD
MOUNTED 100KVA 0
ISOLATION
ARE
2. IN CASES WHEN CONDUITS
ROUTED UNDER DRIVEWAY
OR
TRENCHES ARE TO CONTAIN AN ADDITIONAL
ELECTRICAL AND IELCO CONDUIT AND BE INCASED IN
CONCRETE.
TRANSFORMER
(1) PROPOSED 1.'0 SCH. 40 PVC CONDUIT FOR GENERATOR START CIRCUITS FROM
GENERATOR TO ATS
(1)
PROPOSED 3/4*0 SCH. 40 PVC CONDUIT FOR GENERATOR CONTROL ALARM
O
WIRES (4 PAIR, #113 AWG INDIVIDUALLY SHIELDED PAIRS) FROM GENERATOR TOM
SHELTER
(1)PROPOSED 3'M SCH. 40 PVC CONDUIT FOR STANDBY POWER FEED FOR
O SHELTER
(2) 500 Komi' + (1) 1/0 GND
PROPOSED 3/4N SCH. 40 PVC CONDUIT FOR GENERATOR ANCILLARY
0 (1)CIRCUITS
(BATTERY CHARGER/BLOCK HEATER)
(3)#12 AWG TO DEDICATED 20 AMP SP BREAKER AT SHELTER MAIN PANEL
(AND/OR AS REQUIRED PER MANUFACTURER'S SPECIFICATIONS)
PROPOSED 4. AND
PVC PULL
CONDUIT,
CAPPED
AND LABELED
W/THREE
1-1/4*LOCATION TO
STRINGS
TO EQUIPMENT
SHELTER.
STUB-UP
0 BEINNERDUCTS
DETERMINED.
PROPOSED 2 CONDUIT TO SHELTER STUBBED-UP, CAPPED AND LABELED FOR
FUTURE SECURITY CAMERAS
BOND
PROPOSED ISOLATION TRANSFORMER TO PROPOSED SHELTER GROUND RING
0
0
\\ \ t \
.0 CONTRACTOR ro PROVIDE LOCKS ON ALL DISCONNECTS,
BYPASS SISITCHES, TONER LIGHTING CABINETS
GENERATOR CABINETS, GENERATOR FUEL TANK FILL
PORTS, ELECTRICAL PANELS ACCESS DATES ETC. 111TH
LOCKS PROVIDED BY THE SUPPLIER AND AS APPROVED
BY THE COUNTY.
/----____------- ------------__
----VA"
7
---',4 V
,,\ \ \ \ i,
PROPOSED 400A. 120/240V,
10 ELECTRICAL .56714CE FROM
PROP,OSED METER ON
&WRING UTILITY If -FRAME—,
,/a
4. CONTRACTOR TO PROVIDE A SINGLE CFI 120V
NEA IHERPROCP RECEPTACLE MOUNTED ON THE POKER
BOARD FOR CONVENIENCE PURPOSES DURING
MAINTENANCE.
/
NOTE: ALL CONSTRUCTION ACTIVITIES SHALL BE
DONE IN ACCORDANCE WITH MOTOROLA'S R-56
DESIGN STANDARDS (LATEST REVISION).
J,LLT
'
PROPOSED 400A METER &
DISCONNECT FOR PROPOSED
CALVERT COUNTY EQUIPMENT
SHELTER ELECTRICAL SERVICE
NOTE:
SEE SHEET ES FOR
ADDITIONAL ELECTRICAL
INFORMATTGW.
1I
AL
PROPOSED CURRENT
TRANSFER CABINET
&W/CONDUCTORS
(1) el PVC CONDUIT
TO PROPOSED MEIER
DISCONNECT
FROM PROPOSED UTILITY DEMARC. INRE
SIZE PER UTILITY COMPANY. UTILITY
DEMARC LOCATION IBD.
INFINIGY8
FROM ZERO TO INFINIGY
soltrAcm °romans
'am arn.
,D/2e/t.
DATE
ISSUED Me KNEW
REVISIONS
7.7.1m=
wIo
re
—V
490-004
CALLED NORT
ELECTRICAL SITE PLAN
SCALE.
CHESAPEAKE VILLAGE
AWRAMID
Ais..t( Services, LLC
0 MOTOROLA
ELECTRICAL SITE PLAN
CALVERT COUNTY, MD
SOLUTIONS
38'40'32.31N 78'32'27.3214
E1
REV
A
IT IS A VIOLADON Of URI FOR ANT PERSON.
VMS. MTV ARE rcmic UNDER THE DIRECTION
OF A UCENDEO ITROfESSIONAL ENGNEER. TO ALTER
MS El:CUNENE.
INFORMADON CONTAINED IN THESE DRAWINGS REFERRING TO THE PROPOSED
EQUIPMENT SHELTER WERE OBTAINED FROM PREIJMINARY EQUIPMENT SHELTER
DRAWINGS PROVIDED BY MOTOROLA AND PRODUCED BY THE SHELTER
MANUFACTURER, THE INFORMATION CONTAINED IN THESE PLANS SHOULD BE
CONSIDERED AS A GUIDE AND CONTRACTOR IS SPECIFICALLY DIRECTED TO
OBTAIN AND USE THE APPROVED SITE SPECIFIC SHELTER PLANS PROVIDED BY
MOTOROLA.
EXTERIOR OF SHELTER I INTERIOR OF SHELTER
COIL #4 AWG FOR
INVERTER CONNECTION
IN FIELD BY OTHERS
C— TAP
VFP# 355025-005
UTILITY METER
400A DISCONNECT
SW TCH
100K VA ISOLATION
TRANSFORMER
500 KcMil
#3 GND
ECM
0
COIL #4 AWG FOR IPI
PANEL MAIN
CONNECTION IN FIELD
BY OTHERS
500 KcMiI
#3 GND
ATS
UTILITY
PP1
400A
400A
IPI
200A
INVERTER
60A
SERVICE GROUND
BONDED TO EXTERIOR GROUND
RING WHERE WGE IS BONDED
(3) 500 MCM AND (1)
1/0 GROUND IN 4"
PVC U/G CONDUIT
(2) 500 MCM AND (1)
1/0 GROUND IN 4"
PVC U/G CONDUIT
LA1
MOV
CONNECTION BY
OTHERS
EC82
TPI
200A
LA2
MOV/SAD
(2) 500 MGM AND (1)
1/0 GROUND IN 4"
PVC U/G CONDUIT
DC
POWER
PLANT
75A
JL
#4 AWE
I
4 AWE
I
i
—#1 AWC
GND
T)ONE LINE DIAGRAM
(
--
NOT TO GrAIE
INFINIGY8
FROM ZERO TO INFINIGY
the soh/eons ate endless
10.1VINI.... SM. Rd
A
opoile
ISSUED FOR REVLON
REVISIONS
SOCO MO DAY
it7Ra'S
490-004
CHESAPEAKE VILLAGE
APYRAMID
IIIINebkbrk Services, LLC
ONE UNE DIAGRAM
CALVERT COUNTY, MD
MOTOROLA SOLUTIONS
E2
eS A MOUTON OF LAW FOR ANY PERSON.
3840'32.31N 7832'27.32N
REV
A
UNLESS NO' MK Acme UNDER INC DIRMIION
OF A WENS° PROEESSON.N. ENGINEER. TO ALIEN
ORS DOCUMOrt.
DESCRIPTION
THE LOCATION, SIZE AND TYPE OF MATERIAL OF EXISTING OLIVES INDICATED ON THE PLANS IS NOT
REPRESENTED AS BEING ACCURATE. SUFFICIENT OR COMPLETE. IT SHALL BE THE CONTRACTOR'S
RESPONSIBILITY TO DETERMINE THE ACTUAL LOCATION OF ALL SUCH FACILITIES. INCLUDING THE SERVICE
CONNECTIONS TO UNDERGROUND UTILITIES. PRIOR TO CONSTRUCTION THE CONTRACTOR SHALL NOTIFY
THE UTILITY COMPANIES OF HIS OPERATIONAL PLANS AND SHALL OBTAIN FROM THE RESPECTIVE UTILITY
COMPARES DETAILED INFORMATION AND ASSISTANCE RELATIVE TO THE LOCATION OF THEIR FACILMES
AND THE WORKING SCHEDULE OF THE COMPANIES FOR REMOVAL OR ADJUSTMENT WHERE REQUIRED. IN
THE EVENT AN UNEXPECTED OM INTERFERENCE IS ENCOUNTERED DURING CONSTRUCTION, THE
CONTRACTOR SHALL IMMEDIATELY NOTIFY THE UTILITY COMPANY OF JURISDICTION. THE ENGINEER SHALL
ALSO BE IMMEDIATELY NOTIFIED.
0 BOND SHELTER EGB TO GROUND RING (TYP.)
101 BOND PROPOSED ISOLATION TRANSFORMER TO PROPOSED SHELTER GROUND RING.
0 SYSTEM GROUND RESISTANCE SHALL NT EXCEED 5 OHMS. A THREE POINT SYSTEM RESISTANCE TEST SHALL BE
PERFORMED BY THE CONTRACTOR IN ACCORDANCE WITH MOTOROLA SPECIFICATION R55.
A. PERFORM THREE TESTS AT EACH SITE.
B. CONTRACTOR SHALL PROVIDE A WRITTEN REPORT ON FORMS PROVIDED WITHIN THE MOTOROLA SPECIFICATION
R56 CONSISTING OF THE FOLLOWING: SITE NAME, ADDRESS AND IDENTIFICATION NUMBER, DESCRIPTION GE
SITE SOIL AND MOISTURE CONDITION, DESCRIPTION OF WEATHER, MODEL NUMBER OF TESTING EQUIPMENT,
DATE OF LAST CALIBRATION, SITE SKETCH SHOWING LOCATION OF TEST PROBES AND ALL FIELD DATA
COLLECTED (READINGS, RANGE, TEST, MILUAMPS, ETC.)
C. CONTRACTOR SHALL NOTIFY THE MOTOROLA CONSTRUCTION MANAGER IF THERE ARE ANY DIFFICULTIES
PERFORMING SYSTEM RESISTANCE TESTS OR IF MEASUREMENTS ARE ABOVE 5 OHMS. THE MOTOROLA
CONSTRUCTION MANAGER SHALL PROVIDE INSTRUCTION TO THE CONTRACTOR TO INSTALL ADDITIONAL
GROUNDING MEASURES TO MEET THE 5 OHM REQUIREMENT.
0
0
0
0
0
0
10
CONTACT THE UNDERGROUND FACILITY PROTECTION ORGANIZATION
PHONE NUMBER I -SOD-207-7777 FOR UTILITY INFORMATION.
GROUND COAX INTO EXTERNAL GROUND BAR (EGB) AND TOWER GROUND BAR (TGB).
PROPOSED INTERIOR PERIMETER GROUND BUS.
INTERIOR GROUND SYSTEM GROUNDED TO PROPOSED GROUND RING.
INTERIOR PERIMETER GROUND BUS GROUNDED TO MASTER GROUND BAR.
PROPOSED SHELTER GROUND RING BURIED TO A DEPTH OF 30- OR
GREATER.
5"
BELOW THE FROST LINE, WHICHEVER IS
•
BOND PROPOSED TOWER GROUND BAR TO EXISTING TOWER GROUND RING (TYP. x 2)
BOND PROPOSED SHELTER GROUND RING TO EXISTING GROUND RING (TYP. 2 PLACES)
BOND HVAC UNITS TO PROPOSED SHELTER GROUND RING (TYP.)
12
BOND ALL EXTERIOR AWNINGS, DOOR, DOOR FRAME, ETC. TO PROPOSED SHELTER GROUND RING.
BOND EXISTING FENCE POSTS TO PROPOSED GROUND RING (TYP.)
14
BOND FENCE POSTS LOCATED WITHIN 6' OF PROPOSED SHELTER GROUND RING EVERY 20' (TYP.)
BOND GENERATOR TO PROPOSED GROUND RING (TYP. x 2)
,XTFRIOR GROUNDING NOTES'
1. GROUNDING SHALL CONFORM WITH THE MOTOROLA R-56 STANDARD LATEST VERSION AND PER
FEDERAL, STATE AND LOCAL CODES. IN THE EVENT OF A CONFUCT, MEET THE MOST STRINGENT
REQUIREMENT.
2. GROUND RODS PAST METER SHALL BE COPPER CLAD STEEL 3/4 INCH DIAMETER X 10 FEET IN
LENGTH (MIN.)
3. ALL GROUND CONDUCTORS PAST METER SHALL BE /2 AWG SCUD BARE TINNED COPPER. MINIMUM BEND RADIUS
FOR CONDUCTOR SHALL BE 8 INCHES.
4. GROUND RODS SHALL BE SPACED NOT MORE THAN 16,-0' AND NOT LESS THAN e-0' APART EXCEPT FOR THE
TOWER GROUND RING WHICH SHALL COMPLY WITH TIA/EIA 222 (REV 0).
5. CONTRACTOR SHALL ADD ADDITIONAL. RODS AND CONDUCTORS OR APPROVED GROUND ENHANCING MATERIAL TO
ACHIEVE LESS THAN 5 OHMS RESISTANCE TO GROUND. REFER TO MOTOROLA R-56 STANDARD FOR TESTING
PROCEDURES.
6. MAINTAIN 2'-Er (TOWER) AND 3'-0- (SHELTER) BETWEEN GROUND RINGS AND FOUNDATIONS.
7. ALL GROUNDING INSTALLATIONS SHALL BE INSPECTED AND APPROVED BY ANT JURISDICTION HAVING INSPECTION &
APPROVAL AUTHORITY (IF REQUIRED) AND PYRAMID NETWORK SERVICES BEFORE PLACING ANY BACKFILL
B. ALL GROUNDING SPLICES AND CONNECTIONS SHALL BE MADE BY THE EXOTHERMIC WELD PROCESS (CADVIELD OR
EQUIVALENT). COAT ALL WELDS WITH A ZINC RICH PAINT.
9. PROVIDE GROUNDING CONDUCTOR FROM EACH CE BRIDGE SUPPORT POST TO NEAREST EXTERNAL GROUND RING.
10. INSTALL. GROUNDING CONDUCTOR(S) FROM THE GROUND BAR AT BOTTOM OF TOWER TO UPPER ANTENNA GROUND
BAR(S). VERIFY EXACT LOCATION OF GROUNDING BARS AND PROPER CONDUCTOR LENGTH N SIZE.
EXOTHERMICALLY WELD GROUNDING CONDUCTOR (LENGTH AS REQUIRED) TO THE GROUND BARS. COORDINATE
LOCATION WITH MOTOROLA REPRESENTATIVE.
N
GROUNDING SYMBOLS
GROUND BAR
0
GROUND ROO
[IC
ACCESS WELL
GROUND ROD WITH ACCESS
•
■
COMPRESSION TYPE CONNECTION
CADWELD TYPE CONNECTION
12 AWG BARE COPPER
A 10/fl/IS
ISSUED FOR MEN
REVISIONS
WO NO GM
1-ragrZr:
490-004
(—)GROUNDING
SCALE.
PLAN
L20'
gL
(
O
KV )
INDICATES CODED NOTE
INFINIGY8
FROM ZERO TO INFINITY
soluiten. cr• endlons
CALLEDNORTH
CHESAPEAKE VILLAGE
ANC
IAM I CI
GROUNDING PLAN
CALVERT COUNTY, MD
MOTOROLA SOLUTIONS
Services, LLC
38'40.32.31N 76'32'27.32'W
E3
REV
A
Tr IS A VIOLATOR OF W. roR ANY PERSON.
UNtES.5 TREY ARE XTIMO UNDER DC MECO.
rwortsslow, ENGINEER. V At.TER
Of A LICCRSED
DOCIJMEM
GENERAL GROUNDING NOTES (AS APPUCABLE):
1. GROUND ALL EXPOSED METALLIC OBJECTS USING A TWO-HOLE NOM DRILLED CONNECTOR SUCH
AS 71025_4 JETTS 137707 OR APPROVED EQUAL.
2. THE CONTRACTOR SHALL NOTIFY THE PYRAMID NETWORK SERVICES REPRESENTATIVE WHEN THE
GROUND RING IS INSTALLED SO THAT THE REPRESENTATIVE CAN INSPECT GROUND RING BEFORE
FT IS CONCEALED.
3. ALL EXTERIOR GROUND CONDUCTORS INCLUDING GROUND RING SHILL BE 12 AN BARE SCUD
TINNED COPPER. AWE ALL GROUND CONNECTIONS AS SHORT AND DIRECT AS POSSIBLE AVOID
SHARP BENDS. THE RADIUS OF ANY BEND SHALL NOT BE LESS THAN B" AND THE INCLUSIVE
ANGLE OF ANY BEND SHALL NOT EXCEED 90% GROUNDING CONDUCTORS SHALL BE ROUTED
DOWNWARD TOWARD THE BURIED GROUND RING.
4. ALL BELOW GROUND EXTERNAL CONNECTIONS SHALL BE EXOTHERMICALLY WELDED. ALL
EXOTHERMIC WELDS TO BURIED GROUND RING SHALL BE THE PARALLEL-TYPE, EXCEPT FOR THE
GROUND RODS WHICH ARE TEE-TYPE EXOTHERMIC WELDS. REPAIR AU. GALVANIZED SURFACES
THAT HAVE BEEN DA/MDED BY EXOTHERMIC WELDING. USE SPRAY GALVANIZED SUCH AS MO
I FCTROSOL 415 - SO 1
5. WHERE MECHANICAL CONNECTORS (TWO-HOLE OR CLAMP) ARE USED, APPLY A LIBERAL
PROTECTIVE COATING OF A CONDUCTIVE ANTI-OXIDE COMPOUND (KOPR-SHIELD /CP8-TB BY
THOMAS & BETTS) ON ALL CONNECTORS. PRINIDE LOCK WASHERS ON ALL MECHANICAL
CONNECTORS. USE STAINLESS STEEL HARDWARE THROUGHOUT. THOROUGHLY REMOVE ALL PAINT
AND CLEAN ALL DIRT FROM SURFACES REQUIRING GROUND CONNECTORS, REPAINT TO MATCH
EXISTING AFTER CONNECTION IS MADE TO MAINTAIN CORROSION RESISTANCE. ALL GROUND
CONNECTIONS SHALL BE APPROVED FOR THE TYPES OF METALS BEING ATTACHED TO.
THE CONTRACTOR SHALL COORDINATE AS REQUIRED TO HAVE UTILITY COMPANY REPRESENTATIVE
AT THE SITE TO DISCONNECT THE UTILITY NEUTRAL FROM GROUNDING SYSTEM DURING FINAL
INSPECTION SO THAT REQUIRED TESTING ON THE GROUND SYSTEM CAN BE PERFORMED. THE
CONTRACTOR SHALL PROVIDE NOTICE TO THE PYRAMID NLIIIONK SERVICES REPRESENTATIVE
(TWO) DAYS PRIOR TO FINAL TESTING. IF THE CONTRACTOR FAILS TO MAKE UTILITY COMPANY
REPRESENTATIVE AVAILABLE DURING THE FINAL TESTING, THE CONTRACTOR SHALL PAY THE COST
FOR MI INDEPENDENT GROUNDING CONSULTANT TO PERFORM THE GROUND RESISTANCE TEST.
GROUNDING CONSULTANT SHALL BE SELECTED BY THE PYRAMID NETWORK SERVICES
REPRESENTATIVE. IF THE UTILITY COMPANY REPRESENTATIVE FAILS TO APPEAR DUE TO NO FAULT
THE CONTRACTOR, NO PENALTY APPLY.
INFINIGY8
FROM ZERO 10 INFINIGY
nee sokneni ere endless
ISSUED FOR PPM
REVISIONS
P3 AID CAI
er
CHK
490-004
B. ALL MOUNTING HARDWARE SHALL BE STAINLESS STEEL.
9. THE GROUND CONDUCTORS SHALL BE RUN STRAIGHT FOR MINIMUM INDUCTANCE AND VOLTAGE
DROP. SINCE CABLE BENDS INCREASE INDUCTANCE, THE MINIMUM REQUIRED BENDING RADIUS IS
INCHES WHEN BENDS ARE UNAVOIDABLE. ALL METAL WORK WITHIN 10 FEET OF THE GROUND
RING SHALL BE DIRECTLY BONDED TO THIS GROUND SThIPA, WITHOUT USING SERIES OR DAISY
CHAIN CONNECTION ARRANGEMENTS.
10. PANT, ENAMEL LACQUER AND OTHER ELECTRICALLY NON-CONDUCTIVE COATINGS SHALL BE
REMOVED FROM THREADS AND SURFACE AREAS WHERE CONNECTIONS ARE MADE TO ENSURE
GOOD ELECTRICAL CONTINUITY.
11. CONNECTIONS BETWEEN DISSIMILAR METALS SHALL NOT BE MADE UNLESS THE CONDUCTORS ARE
SEPARATED BY A SUITABLE MATERIAL. THAT S A PART OF THE ATTACHMENT DEVICE LASTED AND
APPROVED FOR USE WITH THE SPECIFIC DISSIMILAR METALS MAY BE USED FOR THE PURPOSE.
12. ALL BELOW GRADE GROUND SrJiLIA CONDUCTORS SHALL BE A MINIMUM DEPTH OF 30" (OR 6'
BELOW THE FROST UNE, WHICHEVER IS GREATER).
13. AU, ABOVE GRADE GROUNDING TAILS LONGER THAN 36' TO BE ENCLOSED IN 3/4" RIGID PVC
CONDUIT SECURED EVERY 36'. ALL ABOVE GRADE GROUNDING TAILS LESS THAN 36' OR WHERE
BENDS ARE REQUIRED SHALL BE ENCLOSED IN PVC KILT CONDUIT & SECURED AS REQUIRED.
AU. CONDUITS TO EXTEND 6' BELOW FINISH GRADE & THE ABOVE GRADE ENDS SEALED WITH
CLEAR SILICONE
CHESAPEAKE VILLAGE
YRAMID
AP
Network Services, LLC
dR
7. A RESISTANCE TO GROUND OF (5) OHMS OR LESS IS REQUIRED FOR ALL MOTOROLA SITES. THE
CONTRACTOR SHOULD RETAIN HIS OWN TESTER AT HIS GAIN EXPENSE. IN ADDITION, A THIRD
PARTY SHOULD BE HIRED TO OBTAIN NEWER AND SWEEP RESULTS ON ALL SITES INCLUSIVE OF
WHAT RESULTS THE CONTRACTOR SUBMITS, TO INSURE PROPER QUALITY CONTROL ON ALL SITES.
SCHEDULE FINAL NEWER TEST SUCH THAT THE PYRAMID NETWORK SERVICES REPRESENTATIVE
CAN BE PRESENT FOR MELD VERIFICATION. REFER TO THE MOTOROLA MASTER SPECIFICATION FOR
MEGGER TESTING PROCEDURES. IF THE FINAL GROUNDING RESISTANCE MEASUREMENT EXCEEDS 5
(FIVE) OHMS, THE CONTRACTOR SHALL NOTIFY THE PYRAMID NETWORK SERVICES REPRESENTATIVE.
GROUNDING NOTES
CALVERT COUNTY, MD
MOTOROLA SOLUTIONS
3840'32.31N 76'32'27.32'W
E4
REV
A
JT 6 A NOUDON Of LAW FOR ANY PERSON.
UNLESS DAV ARE ACTING UNDER THE DIRECTION
Of A UtEMSCO morns.. wcwox 19 ALIEN
THIS DDCIALENT
•
COPPER GROUND CONDUCTOR FROM
ANTENNA CABLE GROUNDS OR OTHER
OBJECTS REQUIRING GROUNDING
HEAT—SHRINK APPLIED TO LUG
AND 1/2' (MIN.) OF
CONDUCTOR
15 APPROX.
BIS
S/S BOLT (1 OF 2)
2
1/5 0
MAX
ANTE NNA
CABLE
GROUND BAR ON WALL
OR ON ANTENNA
TOWER, SEE DETAIL
CABLEWAVE
WEATHERPROOFING
COPPER BUSS
S/S LOCK WASHER
CABLE GROUND KIT
06 AWG SOLID COPPER GROUND
WIRE (GROUNDED TO GROUND BAR)
(STANDARD CABLEWAVE GROUNDING KIT)
LEGEND
1 — SOLID TINNED COPPER GROUND BAR, 1/4N ex 20' MIN., NEWTON INSTRUMENT
CO. HOLE CENTERS TO MATCH NEMA DOUBLE LUG CONFIGURATION
2 — INSULATORS, NEWTON INSTRUMENT CAT. NO. 3061-4
3 — s/r LOCKY/ASHERS, NEWTON INSTRUMENT CO. CAT. NO. 3015-8
4 — WALL MOUNTING BRACKET, NEWTON INSTRUMENT CO. CAT NO. A-6056
5 — 5/8-11 X 1" H.H.C.S. BOLTS, NEWTON INSTRUMENT CO. CAT NO. 3012-1
6 — GROUND BAR SHALL BE SIZED TO ACCOMODATE ALL GROUNDING CONNECTIONS
REQUIRED PLUS PROVIDE 50S SPARE CAPACITY
7 — GROUND BARS SHALL NEITHER BE HELD FABRICATED NOR NEW HOLES DRILLED
8 — GROUND LUGS SHALL MATCH THE HOLE SPACING ON THE BAR
9 — HARDY/ARE DIAMETER SHALL BE MINIMUM 3/8"
w
TO ANTENNA CABLE
NOT TO SCALE
1.
ALL HARDWARE 18-8 STAINLESS STEEL
INCLUDING BELLEVILLES. COAT ALL SURFACES
WITH KOPR—SHEILD BEFORE MATING.
2.
FOR GROUND, BOND TO STEEL ONLY: INSERT
A LOCK WASHER BETWEEN LUG AND STEEL.
COAT ALL SURFACES WITH KOPR—SHEILD.
3.
ALL HARDWARE TO BE
TWO HOLE LUG
CONNECTION, SEE
DETAIL
INSTALLATION OF GROUND WIRE
(--) TO GROUND BAR
NOT TO SCALE
1
LUG DETAIL
3/13*
BM;
DO NOT INSTALL CABLE GROUND KIT AT A BEND AND
ALWAYS DIRECT GROUND WIRE DOWN TO GROUND BAR.
CABLE GROUND KIT CONNECTION
@
NOT TO SCALE
DIAMETER.
GROUND BAR
NOT TO SCALE
FRS, PTO
WEATHERPROOFING KIT
JUMPER REQUIRED ONLY WHEN
7/8'0 AND LARGER (TYP)
Ak
STANDARD GROUND
KR (TYP). SEE NOTE
117
EXOTHERMICALLY WELDED
DIRECTLY TO POST (COLD ONLY.
AFTER WELD)
ANTENNA CABLE (TYP)
16
AWG
CONDUCTOR TO BE IN 3/4'
NON—METALLIC MOORE
CONDUIT FROM 4,
6' BELOW
GRADE TO WIMIN t2" OF
EXOTHERMIC WELD ON POST.
SEAL ENDS WITH SRJCONE.
B' TINNED ANTENNA
GROUND BAR (AGB)
12 AWG GREEN INSULATED
TO STAINLESS STEEL
MECHANICAL CONNECTION
TO TOWER LEG OR 12 SOLID
DNNED SECURED TO TOWER
SURFACE VIA COMPRESSOR
LUG & 3/8" STUD
NOTES.
1. DO NOT INSTALL CABLE GROUND KIT AT A BEND & ALWAYS DIRECT
GROUND WIRE DOWN TD ANTENNA GROUND BAR.
2. ANTENNA GROUND CAN BE CONNECTED TO EITHER STAINLESS STEEL
MECHANICAL. CONNECTION TO TOWER LEG OR ANTENNA GROUND BAR AS SHOWN.
ISSUED FOR ROSE
REVISIONS
90
AS
opt
490 —004
FINISHED GRADE
Arm SOLD BARE TINNED
COPPER CONDUCTOR
02
TO SITE GROUND/4 L
SIN itIA
--
NOT TO SCALE
INFINIGY8
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POST GROUNDING DETAIL
ANTENNA GROUND BAR CONNECTION DETAIL
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FROM ZERO TO INFINIGY
soluSons
endless
NOT TO SCALE
CHESAPEAKE VILLAGE
AvyAmi0
R
m* Services, LLC
Ne
STEEL POST
GROUNDING DETAILS
CALVERT COUNTY, MD
MOTOROLA SOLUTIONS
38'40'32.31"N 7832.27.32V
E5
REV
A
Ft IS A VIOUIALIN OF I. ros ANY PERSON.
UNLE0
ARE AcnNA WOW TNE muss.
OF A LICENSED PROFESS... FIORE.. TO UT.
IL. NCR....
INTERIOR I, EXTERIOR
SHELTER WALL
COAX ENTRY
POLYPHASE
Y't10
W
TYPE VN
TYPE NC
IF'',
CABLE GROUNDING
(TAP.) SEE DETAIL
TYPE TA
C::::%
•-
•
-
•
-
-
•
-
•
it 1
.P
16 AWG STRANDED Cu
WIRE W/600V "MN
INSULATION
16
..
-
MAIN COAX FROM
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ANTENNAS (TYP.)
11N
COAX JUMPER
THROUGH BOLT AS
PROVIDED WITH SHELTER
TYPE ES
..,...
...
. .___
4
111
TYPE VS
TYPE W
aiI.--itir
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0
TYPE PT
TYPE VB
GROUND BAR
SEE DETAIL
INTERIOR MOB
GROUND LEAD ROUTED
THROUGH EXTERIOR WALL
TO SHELTER GROUND RN
GROUND STRAPS (SOLID
TINNED) CAD-WELDED TO
SHELTER GROUND RING
.
$
Illiii
•
EXTERIOR ANTENNA CABLE GROUNDING
AT SHELTER COAX ENTRY
O
TYPE GT
NOT TO SCALE
I W41
-..;:
TYPE GR
TYPE GY
TYPE GL
EXOTHERMIC WELD DETAILS
-- NOT TO SCALE
FINISHED GRADE
FLAT STEEL COVER HARGER /LOPS
FLUSH WITH GRADE
CONTINUOUS
WARNING TAPE
FEEDER
/
FINISHED GRADE
-FINISHED
GRADE
SUBGRADE
10" DIA, 6 42' PVC WITH FIAT STEEL
COVER HARGER #358P42
r
COMPACTED EARTH
BACKFILL
E.0
LATCH EXISTING
OR 3'-0" MIN.
"-AGGREGATE
SURFACE
djy
e
OF GRAVEL BELOW GROUND i..1-2,6k,17*X
•L,
RING AT TEST WELL ONLY
CONTINUOUS
GROUND RING
3/4" DIA x 10I-O" LONG
COPPER-CLAD STEEL GROUND ROD
TOWARD EARTH GROUND (DIRECT
CURRENT FLOW CLOCKWISE FOR ALL
RINGS)
°
TRENCH DETAIL FOR GROUND RING
0 GROUND CONDUCTOR CONNECTION
NOT TO SCALE
NOT TO SCALE
INFINIGY8
FROM ZERO TO INFINIGY
the solulotts
/trod
A
•2 MG SOLID BARE TINNED
COPPER GROUNDING CONDUCTOR
CONTINUOUS GROUND RING
SIZED PER GROUNDING DETAIL
0/2B/111
ISSUED FOR REM/
MTE
REVISIONS
MO AA ON
Trojr=1.7
490 —004
ANCRAMID
rk Services, LLC
0
GROUND ROD DETAIL
4-1" WIDE SLOTS, EXTEND
ABOVE GROUND RING (2?
LONG TYPICAL)
EXOTHERMIC WELD
DIRECTLY TO TOP
OF GROUND ROD
(-) GROUND TEST WELL DETAIL
NOT TO SCALE
NOT TO SCALE
CHESAPEAKE VILLAGE
GROUNDING DETAILS
CALVERT COUNTY, MD
MOTOROLA SOLUTIONS
3840.32.31N 7632'27.32'W
E6
REV
A
IT N. A MENTON ON UM MN INV PERSON.
WED. NEE ARE AVM UNDO, owcnox
OE A UCENSED moresom. ENDNEED. TO 4TER
NS DOCUMENT.
AS CLOSE AS POSSIBLE
COORDINATE EXACT LOCATION
OF ELECTRICAL SERVICE ENTRY
WITH BUILDING MANUFACTURER
CHERRY INSULATOR
r000000-i -.—COAX CABLE ENTRY PORT
1 0000001
l000000
ON COATED - SOLID
COPPER GROUND BAR
2 HOLE, LONG
BARREL TINNED GOUT
COPPER LUG (IYP)
L000000j
TO ELECTRICAL SERVICE GROUND
(SIZE PER NATIONAL
ELECTRICAL CODE)
EXTERNAL GROUND BM
MINIMUM OF 3 THREADS
TO BE VISIBLE (TOP)
GROUNDING STRAP IN
PANDUIT
ENCLOSURE (TYP. OF 3)
FURNISHED WITH SHELTER
5/5 NUT (TAP)
S/S SPLIT
WASHER (TOP.)
S/5 FIAT
WASHER (TAP)
GROUNDING STRAP
CONNECTOR
(FURNISHED WITH SHELTER)
#2 AWG BARE SOLID TINNED COPPER
TO GROUND BAR AT BASE OF TOWER
BOLT TO CONCRETE
PAD OR PLATFORM
1.1Q1,
1. ALL HARDWARE 18-8 STAINLESS STEEL INCLUDING
SPLIT WASHERS.
BURIED GROUND RING
(
COAT WIRE END WITH ANTI-OXIDATION COMPOUND
PRIOR TO INSERTION INTO LUG BARREL AND CRIMPING.
1 )SHELTER GROUNDING DETAIL
--
NOT TO SCALE
APPLY ANTI-OXIDATION COMPOUND BETWEEN ALL LUGS
AND BUSS BARS PRIOR TO MATING MD BOLTING. DO
NOT COAT ENTIRE BAR
NOTES:
1) DO NOT INSTALL CABLE GROUND KIT AT A BEND AND ALWAYS
DIRECT GROUND WIRE DOWN TO GROUND BAR.
2) GROUNDING KIT SHALL BE TYPE AND PART NUMBER AS
SUPPLIED OR RECOMMENDED BY CABLE MANUFACTURER.
3) WEATHERPROOFING SHALL BE 'TYPE AND PART NUMBER AS
SUPPLIED OR RECOMMENDED BY CABLE MANUFACTURER,
(—)INSULATED GROUND BAR 0 ANTENNA LEVEL
SCALE: N.T.5.
ANTENNA CABLE
WEATHERPROOFING KIT
(SEE NOTE 3)
CABLE GROUND KIT
AWG STRANDED CU WIRE WITH
GREEN, 600V. THWN INSULATION
(GROUNDED TO GROUND BAR)
(SEE NOTES 1 & 2)
CONNECTION OF GROUND
,KIT TO ANTENNA CABLE
0
NOT TO SCALE
INFINIGY8
FROM ZERO TO INFINIGY
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nal= rejna
0/2E/le
ISSUED FOR REVIEW
REVISIONS
am
CHESAPEAKE VILLAGE
YRAM I D
Tic Services, LLC
MOTOROLA SOLUTIONS
ije=7:
Arrt.
490-004
GROUNDING DETAILS
CALVERT COUNTY, MD
38'40'32.31'N 7632'27.32V
E7
REV
A
fr IS A MAWR; LK LAW FON ANY MASON.
UKESS 'WY ARE Acmc UNDER THE tiNECTION
or .4 LICENSED MOrESSIONAL ENGINEER, /D ALTER
NIS DOCUMENT.