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IN THE BOARD OF ZONING APPEALS,
CITY OF CARMEL, CLAY TOWNSHIP, INDIANA
MEMORANDUM IN REMONSTRANCE
Sprint Spectrum L.P. ("Sprint PCS ") was granted an improvement location permit (the
"Building Permit") issued by the Director (the "Director") of the Department of Community
Services (the "Department"), Carmel, Indiana for a wireless communications antenna facility
(the "Sprint PCS Antenna") on the property located at 1388 Queens Way, Carmel, Indiana (the
"Site"). Richard Deer, an owner of property adjacent to the Site ("Appellant"), has filed an
ApI1eal (the "Appeal") to the Board of Zoning Appeals (the "BZA") seeking a determination that
the Building Permit was not validly issued on account of the alleged failure by Sprint pes to
obtain a variance or special use approval pursuant to the Zoning Ordinance, Ordinance Number
Z-160, as amended, of the City of Carmel and Clay Township, Hamilton County, Indiana
("Zoning Ordinance"). Under a plain reading of the Zoning Ordinance, the Sprint PCS Antenna
is a Permitted Use, and Appellant's Appeal is without basis.
Factual Backf!Fouitd
The Building Permit permits the collocation by Sprint PCS of the Sprint PCS Antenna
on an existing 135' tall antenna tower property (the "Existing Tower") located on tIle Site.
The Site is legally described on Item Number 1 of the Exhibit Book, and is zoned S-1 under
the Zoning Ordinance. The Existing Tower was erected in 1987. As further described in Item
Number 2 of the Exhibit Book, the collocation of the Sprint PCS Antenna on the Existing
Tower is necessary to provide seamless, reliable wireless telephone and other communication
services to persons located in parts of the City of Carmel and environs.
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On or about May 14, 2001, Sprint pes entered into a lease agreement with Edwin
Zamber to install and operate the Sprint PCS Antenna on the Existing Tower. Sprint PCS has
determined that if it had not been able to collocate on the Existing Tower, no other suitable
existing towers or structures were available within its requisite search area, and that Sprint PCS
therefore would have had to build its own tower support structure to meet its coverage
requirements.
o On or about February 22, 2001, a contractor for Sprint PCS contacted the Department
to discuss the Sprint PCS Antenna. In connection with those discussions, the Department staff
acknowledged that the Sprint PCS Antenna was a Permitted Use, and requested that Sprint
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PCS house its ground level equipment in a brick clad equipment shelter (the "Shelter"). The
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Shelter's architecture and style duplicates the design and character of the existing home and
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a part of the approved plans and specifications, Sprint PCS agreed to landscape the area
surrounding the Shelter. On or about April 17, 2001, Sprint PCS, through a site acquisition
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firm, made an application with the Department for the Building Permit. On or about June 4,
2001, Sprint PCS submitted revised plans for the Building Permit application to include the
Q Shelter requested by the Department's staff. A copy of such plans are attached to the Exhibit
Book as Item Number 3.
On or about June 15, 2001, the Department issued the Building Permit for the Sprint
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PCS Antenna. The Building Permit bears identification number 2001.0627.B, and a copy is
attached to the Exhibit Book as Item Number 4. On or about July 9, 2001, Sprint PCS
~ engaged Q Serve Communications .("Q Serve") as the general contractor for the installation of
the Sprint PCS Antenna. On or about August 6, 2001, Q Serve began construction pursuant to
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the Building Permit. The Shelter's foundation and all four block walls have been constructed.
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The brick veneer of the Shelter is partially complete and other necessary building materials
have been delivered to the Site.
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On or about August 15, 2001, the Appellant filed an application for an appeals action
with the BZA objecting to the issuance of the Building Permit. On or about August 15, 2001,
Jeff Kendall, Building Commissioner for Carmel issued a stop work order on the project.
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Without notice or hearing, on or about August 23, 2001, the Director sent Q Serve a
one-page letter revoking ~print PCS' s Building Permit (the "Revocation Letter")I. The
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Revocation Letter sets forth but one basis for the purported revocation:
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This office has determined that, prior to the issuance of a permit
for the proposed "Equipment Shelter" on the "Lease Area" (as
described in your Application for Improvement Location Permit),
the "Parent Tract" should have been divided into two (2) or smaller
parcels. Under Chapter 3 of the Carmel Clay Zoning Ordinance,
this constitutes the subdivision of land requiring plat approval by
the Plan Commission.
Notably, the Revocation Letter does not allege that Sprint PCS requires a special use permit,
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variance, special exception or similar zoning relief for the Sprint PCS Antenna. At no time
prior to its receipt of the Revocation Letter had Sprint PCS been informed of any alleged need
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for plat approval by the Plan Commission. A copy of the Revocation Letter is included as
Number 5 of the Exhibit Book.
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On June 6, 2002, the BZA held a public hearing (the "June 6th BZA Hearing") to
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consider the Appeal, at which three members of the BZA were present. At the June 6th BZA
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I The alleged revocation of the Building Permit is not the subject of Appellant's Appeal, but is the subject of a
separate appeal filed by Sprint PCS with this Board on or about September 24, 2001 (the "Sprint Appeal").
Hence, Sprint PCS understands that the grounds set forth in said revocation are not part of the Appellant's Appeal
and cannot be addressed hereby. Sprint PCS hereby reiterates and reaffirms the positions expressed in the Sprint
Appeal.
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Hearing, the Department recommended denial of the Appeal on the grounds that the Sprint
PCS Antenna was a Permitted Use under the Zoning Ordinance. A motion to grant the Appeal
received a vote of two members in favor, and one against, the Appeal. At the June 6th BZA
Hearing, the BZA's President and Attorney each stated that, under the BZA's Rules of
Procedure, a vote of two to one in favor of granting an appeal is insufficient, and continues the
matter to the subsequent hearing of the BZA on June 24, 2002.
Le1!al Analvsis
1. The Sprint pes Antenna is a Permitted Use under Section 5.1.1
The Sprint PCS Antenna is a Permitted Use pursuant to Section 5.1.1 of the Zoning
Ordinance. Section 5.1.1 governs the collocation of Antenna in the S-1 Residence District. The
Sprint PCS Antenna is an "Antenna" under the Zoning Ordinance, and the Existing Tower is a
"tower" thereunder. Hence, in the S-1 Residence District, Section 5.1.1 expressly permits, as a
Permitted Use, an Antenna (including the Sprint PCS Antenna) that is to be collocated on an
existing or previously approved tower. Accordingly, as a Permitted Use under Section 5.1.1, no
special use permit or other zoning relief is required as a condition to the issuance of the Building
Permit.
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In defiance of a plain reading of the Zoning Ordinance, Appellant argues that, in order to
qualify as a Permitted Use under Section 5.1.1, an Antenna must be collocated on a Tower
containing other "Antenna," and that the private radio communications use of the Existing Tower
does pot qualify as an "Antenna." Specifically, the Appeal quotes statements the Director
allegedly made in connection with the issuance of the Building Permit: " . .. an 'Antenna,' if
collocated with an existing 'Antenna,' on an approved and/or existing tower, is a permitted use."
[emphasis in original]. However, Appellant's alleged citation is not an appropriate quotation or
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application of Section 5.1.1 of the Zoning Ordinance. As Section 5.1.1 actually states that an
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Antenna is a Permitted Use if it is "collocated with an existing or previously approved tower"
[emphasis added], Section 5.1.1 does not require collocation with an existing Antenna?
Having reached the formidable obstacle that the Zoning Ordinance does not say what he
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would like it to say, Appellant employed a new tactic at the June 6th BZA Hearing and looked
outside ,the Zoning Ordinance to a < dictionary definition of the word "collocation." More
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specifically, Appellant argues that the following dictionary definition of the term "collocation"
requires that Section 5.1.1 be read as requiring an on-going location of the Sprint PCS Antenna
with another "Antenna":
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'Collocate' is defined in Webster's New Collegiate Dictionary as
'to set or arrange in a place or position; esp.: to set side by side'
and as 'to occur in conjunction with something'.
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However, nothing in that definition refers to other "Antenna" or otherwise supports Appellant's
position. On the contrary, said general definition supports Sprint PCS' position. If"collocation"
means to "to occur in conjunction with something," then the Zoning Ordinance clearly addresses
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what the Sprint PCS Antenna must be collocated with - - namely, a tower. Section 5.1.1
expressly permits an Antenna to be "collocated on an existing or previously approved tower"
[emphasis added].
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Moreover, any possibility that said tower need be an existing "Antenna" tower is
eliminated by the Zoning Ordinance's definition of the term "Tower.") The Zoning Ordinance
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defines "Tower" as "a ground or roof-mounted pole, spire, structure, or combination thereof
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2 Had the drafters of the Zoning Ordinance desired to require that collocation only be permitted on an" Antenna"
tower said qualification might easily have been included, but is noticeably absent from Section 5.1. Presumably
the drafters did not include such a qUalification because there is no logic or purpose served by doing so.
3 Please note that Section 5.1.1 utilizes the lower case" t" for the term "tower," indicating an even broader
reading of this term should be permitted.
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taller than fifteen (15) feet, including supporting lines, cables, wires, braces and masts, intended
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primarily for the purpose of mounting an antenna, a meteorological device, or similar apparatus
above grade. . . " Notably, the Zoning Ordinance's definition of "Tower" does not require that a
tower constitute a communications tower. Since said definition4 broadly encompasses towers
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hosting meteorological devices and other non-communications related equipment, Appellant's
argument that the term "collocation" requires location with other "Antenna" fails based on a
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reading of the Zoning Ordinance's definition of "Tower."
Furthermore, as noted. at the June 6th BZA Hearing, even if there were any ambiguity
under the Zoning Ordinance regarding the meaning of "collocation," industry custom and
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practice would eliminate any doubt. Specifically, in the wireless communication field, the term
"collocation" includes the mounting or installation of an antenna on an existing tower or other
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structure for communications purposes.
2. Section 25.13.4 Supports Sprint pes' Position
Appellant further attempts to circumvent a plain reading of Section 5.1.1 by invoking
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Section 25.13.4 of the Zoning Ordinance. Section 25.13.4 provides, in part, that "any tower or
radio or television transmission antenna in existence or operation as of the effective date of this
amendatory ordinance [i.e. July 11, 1997] may continue to exist and operate as a nonconforming
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use without a use variance or special use or special exception approval so long as the use is not
substantially altered and the height of the antenna or tower is not increased. . ." Said provision
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of Section 25.13.4 focuses solely on the "tower." By contrast, Section 5.1.1 directly addresses
collocation of "Antenna." Since Sprint PCS proposes to make no material alteration to the
Existing Tower, the Sprint PCS Antenna may be collocated on the Existing Tower without
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4 Once again, the lower case" a" was used in reference to "antenna," indicating the broadest possible
interpretation of that term.
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further inquiry under Section 25.13.4. Even if that were not the case, one cannot imagine a less
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substantial alteration than that proposed by Sprint PCS. Sprint pes' willingness to remove the .
large existing "side arms" on the Existing Tower, and to utilize much smaller "flush mounted"
antennae, cannot constitute a substantial alteration; otherwise Sections 5. L 1 and 25.13.4 would
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be stripped of any relevance and meaning. Since the use of the Existing Tower will not be
altered, but will remain as an antenna tower, Section 25.13.4 expressly provides that no variance,
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special use or special exception is required, and Appellant's arguments must fail. Moreover,
Section 25.13.4 clarifies that collocation on an existing tower need not be on a tower containing
other "Antenna";
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This paragraph authorizes the owner of a tower or antenna to construct a
new tower or antenna on the same premises at a height not to exceed the
existing tower or antenna if the use of the premises is not substantially
altered and the existing tower or antenna is removed immediately upon
completion of the new tower or antenna.
Hence, Section 25.13.4 - may require the removal of existing antenna thereby further evidencing
the lack of a requirement that the Sprint PCS Antenna be collocated with other" Antenna".
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3. Section 5.2 Does Not Support Appellant's Claim
Appellant also cites Section 5.2 of the Zoning Ordinance in support of his assertion that
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the Sprint PCS Antenna requires a special use permit or variance. Exhibit B of the Appeal
claims that "Section 5.2 of the S-1 zoning district dictates that a variance must be obtained prior
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to placing the Sprint pes Site antenna on the site because an initial 'Antenna' must be located
'on or within a structure other than a tower'."
- Appellant, however, misstates Section 5.2. That Section actually states that an Antenna
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is a Special Use "if visually integrated with or camouflaged on or within a structure other than a
tower (such as a chimney stack, church spire, light standard, monument, power line support
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device or water tower)". [emphasis added]. As clearly stated by the plain language of the
Zoning Ordinance, Section 5.2 does not apply to an Antenna to be located on an existing tower,
hence it does not apply in this case. As a Permitted Use, the Sprint PCS Antenna does not
require the approval of the BZA nor is a variance required before the issuance of a building
permit. The erection of the Antenna on the Existing Tower will not circumvent the purpose of
requiring a special use because the Zoning Ordinance allows, as a Permitted Use, an Antenna to
be erected on an existing tower. The Existing Tower has existed since 1987 and clearly
constitutes an existing tower.
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4.
Section 5.3.7 Does Not Support Appellant's Claim
The Appellant also claims that the Sprint PCS Antenna would violate Section 5.3.7 of the
Zoning Ordinance because it permits '"private radio and television reception and transmittal
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towers and antennas...", while the Sprint PCS Antenna will be used for commercial purposes.
Section 5.1.1 allows an Antenna to be collocated on any existing or previously approved tower.
However, by Appellant's own admission at the June 6th BZA Hearing, Section 5.3.7 does not
govern the use of the existing tower. The use (i.e., private versus commercial) of the Antenna is
not a factor in determining whether it is a Permitted Use.
5. The Department Position and Industry Practice Supports Sprint pes' Position
Thatthe collocation of the Sprint PCS Antenna on the Existing Tower is a Permitted Use
. under Section 5.1.1 of the Zoning Ordinance is supported by the actions of Department staff.
Specifically, not only did the Department staff issue the Building Permit, but even the Director's
alleged revocation of the Building Permit was not premised on the grounds articulated by Mr.
Deer, but on different grounds relating to plat approval (see the Revocation Letter, Item Number
5 of the Exhibit Book).
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At the June 6th BZA Hearing, the Director confirmed his belief that the Sprint PCS
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Antenna could be placed on the Existing Tower as a Permitted Use under Section 5.1.1 of the
Zoning Ordinance. This conclusion was apparently premised not only on a plain reading of the
Zoning Ordinance, but is also consistent with the past practices of the Department relative to the
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collocation of Antenna by Sprint PCS' competitors in the City of Carmel/Clay Townships.
6.
Indiana Law - Statutory Construction of Ordinances
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The BZA also must not look beyond the clear and unequivocal language of Section 5.1.1
of the Zoning Ordinance. Indiana law is clear - "an ordinance must be interpreted as it is written
and a reviewing tribunal is not free to go beyond its terms." Laws v. Lee, 471 N.E.2d 1229,
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1232 (Ind.Ct.App. 1984). Here, the BZA, as the reviewing tribunal in this matter, is constrained
by the rules of statutory construction, which apply to the construction of an ordinance as well.
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Woerner v. Indianapolis, 177 N .E.2d 34, 37 (Ind. 1961). In Indiana, the general rule of statutory
construction is as follows:
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[W]here the language or statute is clear and plain there is no
room for construction, and courts have no power to supply
supposed defects or omissions or resort to construction for the
purpose of limiting or extending its operation, and judicial
construction is not allowable to interpret the law which is plain
upon its face.
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Meade Electric Company. Inc. v. Hagberg:, 159 N.E.2d 408, 413 (Ind.App. 1959) (citations
omitted).
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The BZA must not consider the various alternative readings of the Zoning Ordinance
proposed by Appellant and must not look beyond the plain meaning of the words contained in
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5 Any disparate treatment of Sprint PCS gives rise to consideration under Section 332 (c) (vii) of the Federal
Telecommunications Act of 1996, including the discrimination amongst providers of functionally equivalent
services. 42 U.S.C. 332(c)(vii)(b).
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the Zoning Ordinance. The collocation of Sprint's Antenna is a Permitted Use and there exists
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no ambiguity in the language in Section 5.1.1. The language of Section 5.1.1 unequivocally
permits an Antenna to be "collocated on an existing or previously approved tower" and,
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therefore, Deer's Appeal must be denied.
CONCLUSION
The collocation of the Sprint PCS Antenna on the Existing Tower is a Permitted Use
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under the Zoning Ordinance and, as such, the Building Permit was properly issued. This
conclusion is supported not only by the plain meaning of the Zoning Ordinance, but also by the
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Appellant's proffered dictionary definition of "collocation". Moreover, the Director of the
Department of Community Services who issued the Building Permit agrees that the collocation
in this case constitutes a Permitted Use.
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The Appellant's contention that a variance or special use approval is required is not
supported by the provisions of the Zoning Ordinance. Section 5.2 of the Zoning Ordinance
applies only to the collocation with a structure other than a tower. Section 24.13.4 prohibits
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alteration to the use and height of the "tower"; neither of which will change.
The Sprint PCS Antenna clearly constitutes a Permitted Use under Section 5.1.1 of the
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Zoning Ordinance. As such, Appellant's arguments that specific zoning relief was required are
incorrect. Accordingly, the Appeal must be denied.
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Respectfully Submitted,
BY:~
Th . Bedsole . -
Attorney for Sprint Spectrum L.P.
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Thomas F. Bedsole
Locke Reynolds, LLP
201 North Illinois Street, Suite 1000
Indianapolis, Indiana 46244
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EXHIBIT BOOK
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SPRINT SPECTRUM L.P.
APPEAL TO THE BOARD OF ZONING APPEALS
CITY OF CARMEL AND CLAY TOWNSHIP, INDIANA
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PUBLIC HEARING
JUNE 24, 2002
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SPRINT SPECTRUM L.P.
APPEAL TO THE BOARD OF ZONING APPEALS
CITY OF CARMEL AND CLAY TOWNSHIP, INDIANA
TABLE OF CONTENTS
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1.
LEGAL DESCRIPTION OF SITE.
2. BACKGROUND INFORMATION.
3. SITE PLANS.
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4. BUILDING PERMIT ISSUED JUNE 15, 2001, NUMBER 2001.0627B
5, LETTER REVOKING BUILDING PERMIT.
6.
LICENSES ISSUED BY THE FEDERAL COMMUNICATIONS COMMISSION TO
SPRINT PCS FOR THE INDIANAPOLIS MT A.
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Table of contenls.DOC
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Legal Description - Parent Tract
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A part of the Northwest Quarter of Section 3, Township 17 North of Range 3 East in Hamilton
County, Indiana, being more particularly described as follows:
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Beginning at a point on the West line of said Quarter Section which bears North 00 degrees 09
minutes 55 seconds East (assumed bearing) 470.00 feet from the Southwest comer of said
Quarter Section; thence North 00 degrees 09 minutes 55 seconds East upon and along said West
line 509.93 feet to a point which bears South 00 degrees 09 minutes 55 seconds West 1605.00
feet from the Northwest comer of said Quarter Section; thence South 89 degrees 50 minutes 05
seconds East 520.38 feet; thence South 00 degrees 09 minutes. 55 seconds West 509.93 feet;
thence North 89 degrees 50 minutes 05 seconds West 520.38 feet to the Place of Beginning,
containing 6.09 acres, more or less (5.57 acres net of right of way)
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Subject to all agreements, covenants, easements, restrictions and rights-of-way of record.
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Legal Description - AccesslUtility Easement
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A part of the Northwest Quarter of Section 3, Township 17 North, Range 3 East,
Hamilton County, Indiana described as follows: Commencing at the Northwest comer of said
Northwest Quarter; thence South 00 degrees 31 minutes 35 seconds West 2,114.68 feet along the
west line of said quarter section; thence South 89 degrees 28 minutes 25 seconds East 112.67
feet along the south line of said quarter section to the point of beginning of this description:
thence North 06 degrees 10 minutes 15 seconds East 52.42 feet; thence North 45 degrees 00
minutes 00 seconds East 23.86 feet; thence South 89 degrees 28 minutes 25 seconds East 231.41
feet; thence North 45 degrees 00 minutes 00 seconds East 28.03 feet; thence North 00 degrees 00
minutes 00 seconds East 144.24 feet; thence South 90 degrees 00 minutes 00 seconds West25.00
feet; thence North 00 degrees 00 minutes 00 seconds East 15.00 feet; thence North 90 degrees 00
minutes 00 seconds East 25.00 feet; thence North 00 degrees 00 minutes 00 seconds East 15.50
feet; thence North 90 degrees 00 minutes 00 seconds East 20.00 feet; thence South 00 degrees 00
minutes 00 seconds East 183.02 feet; thence South 45 degrees 00 minutes 00 seconds West 44.70
feet; thence North 89 degrees 28 minutes 25 seconds West 231.41 feet; thence South 45 degrees
00 minutes 00 seconds West 8.42 feet; thence South 06 degrees 10 minutes 15 seconds West
43.39 feet; thence North 89 degrees 28 minutes 25 seconds West 20.10 feet; to the point of
beginnIng and containing 10,587 square feet, more or less.
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Subject to all rights-of-way, easements, and restrictions of record.
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Legal Description - Utility Easement
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A part of the Northwest Quarter of Section 3, Township 17 North, Range 3 East,
Hamilton County, Indiana, described as follows: Commencing at the Northwest comer of said
Northwest Quarter; thence South 00 degrees 31 minutes 35 seconds West 2,114.68 feet along the
west line of said quarter section; thence South 89 degrees 28 minutes 25 seconds East 112.67
feet along the south line of said quarter section; thence North 06 degrees 10 minutes 15 seconds
East 52.42 feet; thence North 45 degrees 00 minutes 00 seconds East 23.86 feet; thence South 89
degrees 28 minutes 25 seconds East 231.41 feet; thence North 45 degrees 00 minutes 00 seconds
East 28.03 feet; thence North 00 degrees 00 minutes 00 seconds East 113.68 feet; to the point of
beginning of this description: thence South 90 degrees 00 minutes 00 seconds West 17.23 feet;
thence North 00 degrees 00 minutes 00 seconds East 8.00 feet; thence North 90 degrees 00
minutes 00 seconds East 17.23 feet; thence South 00 degrees 00 minutes 00 seconds East 8.00
feet; to the point of beginning and containing 138 square feet, more or less.
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Subject to all rights-of-way, easements, and restrictions of record.
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Legal Description - Lease Area
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A part of the Northwest Quarter of Section 3, Township 17 North, Range 3 East,
Hamilton County, Indiana, described as follows: Commencing at the Northwest comer of the
Northwest Quarter; thence South 00 degrees 31 minutes 35 seconds West 2,114.68 feet long the
west line of said quarter section; thence South 89 degrees 28 minutes 25 seconds East 112.67
feet along the south line of said quarter section; thence North 06 degrees 10 minutes 15 seconds
East 52.42 feet; thence North 45 degrees 00 minutes 00 seconds East 23.86 feet; thence South 89
degrees 28 minutes 25 seconds East 231.41 feet; thence North 45 degrees 00 minutes 00 seconds
. East 28.03 feet; thence North 00 degrees 00 minutes 00 seconds East 144.24 feet; thence South
90 degrees 00 minutes 00 seconds West 25.00 feet; thence North 00 degrees 00 minutes 00
seconds East 15.00 feet; thence North 90 degrees 00 minutes 00 seconds East 25.00 feet; thence
North 00 degrees 00 minutes 00 seconds East 15.50 feet; to the point of beginning of this
description: thence continuing North 00 degrees 00 minutes 00 seconds East 20.00 feet; thence
North 90 degrees 00 minutes 00 seconds East 20.00 feet; thence South 00 degrees 00 minutes 00
seconds East 20.00 feet; thence South 90 degrees 00 minutes OU seconds West 20.00 feet; to the
point of beginning and containing 400 square feet, more or less.
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Subject to all rights-of-way, easements, and restrictions of record.
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EXHIBIT 2
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BACKGROUND INFORMATION
Sprint PCS and its affiliates have acquired licenses from the Federal Communications
Commission ("FCC") to provide Personal Communication Services ("PCS") throughout the
United States, which they market under the name "Sprint PCS." On or about June 23, 1995,
Sprint PCS, through a partnership, was the successful bidder at an auction held by the FCC for a
PCS Wireless broadcast license in the Indianapolis Major Trading Area (the "Indianapolis
MT A") which includes Carmel, Indiana. Copies of the licenses covering the Indianapolis MT A
are attached to the Exhibit Book as Item Number 6.
In order to meet its continuing obligations under the FCC license and to serve its
customer base, Sprint pes must develop and maintain a system of "cell sites" to serve
portable wireless communication handsets and mobile telephones. These "cell sites" consist of
antennae mounted on poles, buildings or other structures, connected to small equipme!1t
cabinets located near the antennae. The antennae feed the low power radio signals received
from mobile communications devices through electronic devices located in the equipment
cabinets and, ultimately, into an ordinary phone line from which the call can be routed to
anywhere in the world. Cell sites are integral to the PCS network of Sprint PCS. To maintain
effective, uninterrupted service to a PCS telephone user traveling in a given area, there must
be a continuous interconnected series of cells, which overlap in a grid pattern approximating a
honeycomb.. Additionally, each cell site must be located within a limited area so that it can
properly interact with the surrounding cell sites and thereby provide reliable coverage
throughout the cell. Each antenna has a limited maximum coverage area, the extent of which
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131038_2
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varies, depending upon several factors, including the height of the antenna, local topography
and vegetation, and the configuration of various existing structures. PCS engineers at Sprint
PCS have determined that the Site is critical to the overall engineering and technical plan of
Sprint PCS's network in the Indianapolis MTA.
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131038_2
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Spectrumj
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SITE NO. IN54XC303C
ZAMBER
INSTALL NEW ANTENNAS AT 1 00 FT. ON EXISTING 138 FT GUYED TOWER AND
INSTALL BTS CELL EQUIPMENT IN NEW EQUIPMENT SHELTER
VlONITY MAP
NO SCAU:
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465 EAST TO RT 31 NORTH TO 116TH STREET WEST
TO DITCH SOUTH TO QUEENS WAY EAST TO CA TE
FIRST GROUP ENGINEERING INC.
CONSULTING ENGINEERS
5714 11'. 74m STREET. INDIANAPOUS. INDIANA
PH. (317) 290-9549 FAX (317) 290-9560
ZAMBER
1388 QUEENS WAY
CARMEL, IN. 46032
HAMILTON COUNTY
L
PROJECT SUMMARY
SHEET INDEX
REVIEWED BY
SPRINT
LANDLORD
SPRINT RF
NET. OPS.
PROPERTY
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au. 1'1IJ ~ 0A15 BE1UI: l'tU rIG
1-800-382-5544-
tAU. 1W. FlII
1-800-428-5200
FtA CMJ.S wr.iU IF IONIA
mu: SHEET
SITE NUMBER
ORA WING NUMBER
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SITE NAME :
T1 l111E SHEET
Cl sm: PLAN
C2 COMPOUND LAYOUT AND DETAILS
C3 FENCE AND ANTENNA DETAILS
C4 ANTENNA CABUNG DETAILS
El GROUNDING NOTES AND DETAILS
E2 GROUNDING PLAN AND DETAILS
E3 EQUIPMENT DETAILS AND CONDUIT ROUl1NG PLAN
E4 ONE UNE DIAGRAM &: GROUND BAR DETAILS
Al SHELTER DETAILS
A2 SHELTER DEl AILS
IN54XC303C
T1
E
ZAMBER
SITE NUMBER :
SITE ADDRESS :
IN54XC303C
1388 OUEF"S WAY
CARMEL. IN. 46032
HAMIL TON COUNTY
O'M-lER:
EDWARD C. ZAMBER
1388 QUEENS 'WAY
CARMEL. IN. -\.6032
APPLICANT: SPRINT SPEC7RUM L.P.
9801 W. H!GGINS RD. STE 220
ROSlEMONT. ILLINOIS 60018
JURISDIC110N: HAMILTON COUNTY
TAX IDENTlF1CATlON: 17-13-03-00-00-028,017
LEASING AREA: 400 so. n.
L1 LANDSCAPE PLAN
PRo.ECT DESCRIPl1ON'
CONSlRUCT A NEW. NON-INHABITABLE ELA.;:~~ENT PCS WlRELLSS
BASE STATION WHICH INQUOES:
1. INSTAU NEW ANlENNAS ON EJCIS11NG GUYED TOYIV<
2. CONS'!RUCT NEW EQUIPMENT SHEllU<
3. PRO',1QE A NEW 200 AMP El.EC'!RICAl SER'vICE.
llllUJJES;.
ElEC'!RIC: INDlANAPOUS POWER AND UGHT
lDD'HONE: ....ER1TECH
IT IS RECOIol"ENOED THAT THE CON'!RACTOR NOTIFY INOlANA UNDERGROUND
(1-800-382-55+4) 48 HOURS IN ADVANCE OF CONS'!RUCTlON. FOR THE
EJCACT lOCATION OF EXISTING UTIUTIES
HANDICAP REOUIREJ.II'NTS:
f AOUTY 'Ml.l BE UNMANNED AND IS NOT DESIGNED fOR HUMAN
HABITATION. HANDICAPPED ACCESS REOUIRWENTS 00 NOT
APPlY,
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Sprin t Spectrum, L.P.
9801 W. HIGGINS ROAD. SUITE 220
ROSEMONT. ILLINOIS 60018
CONSTRUCilON DRAWING FOR
SITE NO. IN54XC303C
NO, DA TE REVISIONS
DATE: 01/29/01 CHECKED BY: MAN,
NORTHWEST CORNER OF1
lHE NORlHWEST QUARTER
Of SEe. J, n7N. R3E
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N 90"00'00. E
20.00'
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00 00
gci 3 600 SO f'T Pci
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N 90"00'00. W
20.00'
LEASE AREA DETAIL
SCALE: '""10'
1) According to the reading taken with 0 GPS receiver and
ctl~kod with the United Stotes Deportment of, the Interior
CeoI09ical Survey Yap, Carmel. Indiana the tower center
located North J9 degrees 57 minutes 03.19 seconds Latitude
ond West 66 degree* 10 minutes 57.60 seconds lon9jlude.
2) The elewtions ore referenced to the use at GS datum.
SEe. 3, T17N, RJE
ClAY TOWNSHIP
HAMILTON COUNTY
N 90"00'00' E
:I: 017.23" W
o b
~g ~b
Po; g~
g 0
Z N 90"00'00. W III
17.23'
J) The proposed 5ile is currently loned 5-1.
.) In the unpaved areas, the 12 ft. wide access rood !hall be
2- of 153 ston.. over 0 6- loyer 01 2-- diameter slone (remove topsol).
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..
UTIUTY EASEMENT DETAIL
SCALE: '"=10'
5) It is recommended thol the controclOt" notify Holey Maley
(1-800-.J82-5544) 48 hours in odyonce of construction. for the
exact location of e.isting utilities.
i
Legal Description - Parent Tract
A port of the Northwest QuOl'ter of Sedion J. To..nship 17 North of Range.) East in
Hamilton County. Indiana. beinq mote particularty dexribed os follows::
Beginning .ot a potnt on the West I.,e of said Quarter Section which beot"S North 00 degreal
09 minutes ~5 seconds (ost (assumed bearing) 470.00 feet from the Southwat corner 0'
said Quarter Section; thence North 00 degrees 09 minutes 5S eec:onds EQst upon and along
soid West line 509.9J feet to 0 point which bears South 00 degrees 09 minutes ~5 seconds
West 1605.00 feet from the North_est corn... of sold Quart... Section: th'tf'lce South 89
d~raes 50 mlnuta 05 seconds (ost 520.38 feet; thence South 00 dC9'ee5 09 mInutes 55
seconds ~t 509.93 fMt: thence North 89 degrees ~O minutes 05 seconds West 520..:58
feet to the Place of 9~inning. containing 6.09 acres. mOl'"e or less (5.57 aQ'u net of right
ot woy)
,.
I
6) AccordIng to Flood Hazard Boundary Mop Number 180081 0007 C
(Panel 7 0' 1.) for City 01 Carmef. Homaton County.. Indiona. doted
Uoy 19. 1981 the proposed leme area lies in Zone C.
.. .
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- -
J ..... =- 30 n.
7) Boundary locations ore opproxi-note and 'based on the information provided
by Sprint PCS. No comparisons were mode with odjoners deeds.
Subject to all agreements. covenants. eosements. rutric\ion, and rights:-of-woy of record.
EDWIN C. ZAMBER
(PIN' 17-13-03-00-00-028.017)
Legal Description - Access/Utility Eosement
A pat of the Morthwest Ouarter of Section J. Township 1? North. Ran9~ J Eas\,. HorniltOl'l
Count)'. Indiana dexribed O:t follows:: Commencing at the Northwest eornerof said Northwest Quarter;
thenc:e South 00 dC9'ecs .31 minutes 35 ,econds West 2~11..68 feel olonq the _est line 01 said
quarter section; thence South 89 degrees 28 minutes 25 seconds Eost 112.67 feet 010n9 the south
line 01 said quorter section to the point 01 be9inninq of this description: !;hence North 06 dlltJfeES
10 minutes 15 second, East 52_42 f_t; thenu North 4S decy..s 00 minutes 00 seconds (os! 2.3.86
'_t; thMlc.e South 89 de17MS 28 minutes 25 seconds Eost 2.3L41 f..t; thenc8 North 45 d_grees 00
minutes 00 seeonds East 28..03 feet; thence North 00 degrees 00 minutes 00 seconds Eost 14-4.24
teet; thence South 90 degrees 00 minutes 00 seconds West 25.00 t~I; thence North 00 degrees 00
minutes 00 seconds East 15.00 teet; thence Nor'h 90 degrees 00 minutes DO.seconds East 25.00
feet; thence North 00 degrees 00 minutes 00 seconds East 15.50 feet; thence North 90 degrees 00
minutes 00 seconds East 20.00 feet~ thence South 00 degrees 00 minutes 00 seconds Eost 18.1.02
feel; thence South 45 degreeS 00 minutes 00 seconds Wesl +4.70 feet; thence NQI"th 89 devees 28
minutes 25 seconds Wes' 2.11.41 feet: thence South 4S degrees 00 minutes 00 seconds We'st 8.42
feet; thence South 06 de9"ees 10 minutes lS seconds West 4.3..19 feel~ thence North 89 degrees 28
minutn 25 seconds WesL 20.10 feet; 10 the point of beginning and containing 10.587 squore feet,
more or less.
394'
TOP Of CONe. fOUNOAT10
ELEVAT10N = 856.53'
LEASE AREA
SEE DETAIL , 2T
I>
lT~/C{) P~destol)
Subject to all righb-ot-.oy. eo~emenb. ond restrictions of record.
Legol Description - Utility Eosement
(Crass)
A par' of the Northwest--Ouarter ot Section 3. lownship t7 North, Range .3 East. Hamilton
County, Indiano. desalbed os follows; CommlWlcing at the Northwest corner of said Horth_s'
Quarter; th.nc. South 00 deqre.. 31 minutn .35 seconds Wnt 2.114.68 t..t oIonq the west line of
scid quarter section;. thence South 89 degrees: 28 minutes 25 seconds East 112.67 -feet 0I0l'19 the
IQUth line of said quarter section; thence North 06 degrees 10 minutes 15 seconds (ost 52_42 feet;
thence Horth_ 4~ degrees 00 minutes 00 seconds East 23.86 feet; thence South 89 degrees 28
minutes 25 seconds Eo.t 231.41 feet; thence North 45 degrees 00 minutes 00 88conds Eost 28.03
feet; thence North 00 de9"ees 00 minutes 00 seconds East 113.68 'eet; to the point ot'becJinnin9 of
this description: thence South 90 degrees 00 minutes 00 seconds West 17;2J feet; thence North
00 degrees 00 minutes 00 seconds Eos1 8.00 feet; thence North 90 degrees 00 minutes 00 seconds
East 17.23 feet;. thet'lce South 00 degrees 00 minutes 00 seconds (ost 8_00 feet; to the point 01
beginninq' ond containing 138 square leet. more or less.
(Concrete)
--
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S 45"00'00. W
8.42'
N 45'00'00. E
23.86'
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(Conr:r~te)
A port 0' the Northwest Quarter of Section 3. Township 17 North. Range 3 [oslo Homiton
County. Indiono. de'Sl;ribed 03 'allows: Commendnq at the Northwest cor'-ner of the North_est
Quarter; th...ce South 00 degrees Jl minutes 35 st!'cancb West 2.114.68 'eet along the wltS1 Iin.
of soid quarter section; th."ca South 89 d.grees 28 minula 25 S4conds Eost 112_67 ,..I oIong
the south tine of said quarter Bedion; thence Nort-h 06.degree& 10 minutes 1~ seconds (ost
52.42 teel; thence North 45 de9rees 00 minutes 00 seconds EDst '':3-86 feet: thence South 89
dCCJf'ees 28 m...utea 25 seconds Eost 2J1.41 feet: thence North 4~ degrees 00 minutes 00
seconds Eos1 28.0J feet: thence Ncwth 00 deqrees 00 minutes 00 sc~onds [031' 144.24 teet;
thence South gO dlll'9ree=t 00 mlnu'es 00 seconds We,' 25.00 feel; thence North 00 deqrees 00
minutes 00 seconds Eost 15.00 teet; thence North 90 degrees 00 minutes 00 ,.concb East
25.00 f..t; thence North 00 degrees 00 minutes 00 st:COl'Ids Eost 1~~ feet; to the pornt of
bec'Jinning 01 this dncriptiOf'1: then~ continuing North 00 de-cyeQ 00 mnutes 00 seconds E'?St
20.00 r~l: thence North 90 degrees 00 minutes 00 seconds East 20.00 teet: thence Squ;~': 00 ' . . I ~ t..
::r= ':s7'~~~~ ~et~~:"~:e [;:~t2~~:;~in~h:~e c~~~~~~~ =e;;,~~ 7':;~~eOr~J,,(~) E C' '~J/f'F
leu. ...~";":r<<;;) ~ -..:;.....~.~.... 0/ "~,
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Subject to 011 righl!l-ot-woy. eeHments. and restridions of reco,d_ ~~!:: "'. ...",:"'" .~tJ... ~..~
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Re9istered Land Surve)'Or No. 910018 ~ '/7 .... I~ ~ ....O~ ""
Stote of IndlCno ~"... y.lJL;.....~~OfAt1~......._1 ...$'
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This sur.".)' ..o:s prepored by fir,t Group Enqineering. Inc. 5714 We:st 74th Street.'"Jp; o~ ~..~ V..\","-"
u:sing features located in the lidd and Inrormation supplied by the client. lhe boun ci~ }~~d~ 1 . .,\.
h~rein was not necessarily created from 0 htle report nor compared with odpners dee:ds.
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Subject to atl righ's-of-wey. easements. and rest6ctions of record.
Legal Description - Lease Area
(Tdco P/!'dtlstol)
IN 06'0"5. E
52.42" (Bric.
(londscaping)
\ , .- S 89"2802$- E (now/me)
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(CP)
'FlMce)
C'e/CO P~desloi)
Given under my ~ond and seal
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Lowrenc.e C. Suhre
SITE PLAN
ZONED S-l
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Sprin t pes
ZAMBER
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Sprin t pes
FIRST GROUP ENGINEERING INC.
CONSULTING ENGINEERS
5714 W. 74TH STREET, INDIANAPOLIS. INDIANA
PH. (317) 290-9549 FAX (317) 290-9560
L
SITE PLAN
1388 QUEENS WAY
CARMEL. IN 46032
HAt.lILTON COUNTY
9801 W. HIGGINS ROAD, SUITE 220
RQSEMONT, ILLINOIS 60018
CONSTRUCTlON DRAWING FOR
SITE NO. CH54XC303C
NO DATE
DATE: 12 28 00
REVISIONS BY CHK APP'
CHECKED BY: M.A.N. DRAWN BY: C.A.P.
SllE NUMBER
CH54XC30.3C
DRAWING NUMBER
C1
EXIST
GRADE
1" OF BITUMINOUS SURf ACE ON
2" Of BITUMINOUS BINOER
6" Of #53B AGGREGATE BASE
(COMPACTED N PLACE)
MIRIAfI 500X fABRIC
OR EQUAL
@~~tD DETAIL
~ COMPACT GRANULAR BASE TO 95X Of
MAXIMUM DRY DENSITY PER ASTM 0-1557.
CONCRETE STOOP
(1) 4"' SCHEDULE 40 P.V.C.
CONDUIT TO TELCO UTILITY
r----12'~T--~ 4;-0"
I NEW ~HAL T DRIVE I
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2D'~0" ACCESSjUTlLlTY <As,JMENT
(1) J', SCHEDULE 40 P.V.C.
CONDUIT TO POWER UTILITY
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FIRST GROUP ENGINEERING INC"
CONSULTING ENGINEERS
5714 ll'. 74TH STREET, INDlANAPOUS, INDIANA
PH. (317) 290-9549 FAX (317) 290-9560
L
EXISTING TOWER
PROPOSED COAXIAL CABLE BRIDCE
ZAMBER
1.388 QUEENS WAY
CARMEl. IN. 460.32
HAMILTON COUNTY
NEW G.P.S. ANTENNA
MOUNTED ON COAXIAL CABLE BRIDGE
PROPOSED EOUIPMENT SHELTER
NEW METROCELL CABINETS
20'x20' LEASE AREA
NEW PPC CABINET
(POWER & TELCO)
(1) 2"' SCHEDULE 40 P.V.C.
CONDUIT TO TELCO UTILITY
(1) 2"' SCHEDULE 40 P.V.C.
CONDUIT TO POWER UT1UTY
NEW DEMARC
NEW SPRINT
SECTORIZED PANEL.
ANTENNAS, (1)
ANTENNAS PER
SECTOR, (3)
SECTORS, (3)
ANTENNAS TOTAL
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Sprin t Spectrum, L.P.
9801 W. HIGGINS ROAD, SUITE 220
ROSEMONT, ILLINOIS 60018
CONSTRUCTION DRAWING FOR
SITE NO. IN54XC.30.3C
I
NOTES
A. THE GENERAL CONTRACTOR AND/OR HIS SUBCONTRACTOR SHALL BE RESPONSIBLE fOR OBTAINING
ALL PERMITS AND INSPECTIONS WHICH MAY BE REQUIRED fOR THE WORK BY THE ARCHITECT/
ENGINEER, THE STATE, COUNTY, OR LOCAL GOVERNMENT AUTHORITY.
B. REfER TO THE SITE PLAN PREPARED BY OTHERS fOR BOUNDARY AND SITE TOPOGRAPHY.
C. DESIGN REQUIREMENTS fOR THE ANTENNA SUPPORTING STRUCTURE ARE PER THE MOST CURRENT
BOCA NATlONAL BUILDING CODE. LOCAL BUILDING CODES, AND THE EIA/ TIA-222-E STRUCTURAL
STANDARDS fOR STEEL ANTENNA SUPPORTING STRUCTURES. THE BASIC WIND SPEED UTILIZED FOR
DESIGN IS 75 MPH AND 1/2" ICE.
D. CONCRETE FOR FENCE POST AND COAX CABLE TRAY SHALL BE 3000 PSI AIR ENTRAINED (4:% TO 6
X) NORMAL WEIGHT CONCRETE.
E. FENCED SIrE AREA SHALL BE CLEARED ANO GRUBBED. REMOVE UNSUITABLE SOFT OR LOOSE SOILS.
ORGANIC MATERIALS, AND/OR RUBBLE TO FIRM SUB GRADE AS APPROVED BY GEOTECHNICAL REPORT.
PlACE A "MIRAf' 500X' SHEET ON SUB GRADE AND FIlL w/ 2J-A BASE (iN DOT) COVERED v.lTH 2- Of
3/4" CRUSHED/ WASHED ROCK TO FINISHED GRAOE.
F. STRUCTURAL STEEL SHAlL CONFORM TO LA TEST EDIllON OF THE AlSC SPEOFlCA TIONS FOR
STRUCTURAL STEEL BUILDINGS - ALLOWABLE STRESS DESIGN AND PLASTIC DESIGN INCLUOING THE
COMMENTARY AND THE COOE FOR STANDARD PRACTICE.
G. STRUCTURAL STEEL PLATES AND SHAPES SHALL CONFORM TO ASTM AJ6,. ALL STRUCTURAL STEEL
PIPES SHALL CONFORM TO ASTM A53 GRADE B.
H. WELDING SHALL BE IN ACCORDANCE WITH THE AMERICAN WELDING SOCIETY (AWS) 0.1.1-92
STRUCTURAL WELDING COOE - STEEL WELD ELECTRONICS SHALL BE E 70XX. CONTRACTOR TO USE
"CERTIFIED AND/OR LICENSED" PERSONNEL fOR WELDING.
I. ALL THREADED STRUCTURAL fASTENERS fOR ANTENNA SUPPORT ASSEMBLIES SHALL CONfORM TO
ASTM A325. FASTENERS SHALL BE 5/8" MIN. DIAMETER BEARING TYPE CONNECTlONS v.lTH TREADS
INCLUDED IN TlHE SHEAR PLANE. ALL EXPOSED FASTENERS, NUTS, AND WASHERS SHALL BE
GAL VANIZED UNLESS OTHERv.lSE NOTED. CONCRETE EXPANSION ANCHORS SHALL BE "HIL Tl OUIK",
BOl 15 UNLESS OTHERWISE NOTEO.
J. ALL COAXIAL CABLE CONNECTIONS AND TRANSMITTER EQUIPMENT SHALL BE AS SPECIFIED BY THE
OWNER. THE CONTRACTOR SHALL FURNISH ALL CONNECTION HARDWARE REQUIRED TO SECURE THE
CABLES.
K. STEEL FENCE SYSTEMS SHALL INCLUDE THE FENCE POSTS, FABRIC. GATE SYSTDA, AND ALL
NECESSARY ERECTION ACCESSORIES, FITTINGS, AND FASTENINGS. ALL f"EI'lCE SYSTEM COMPONENTS
SHALL BE GALVANIZED IN ACCORDANCE WITH ASTM A153, GATES SHALL BE SWING TYPE- REFER TO
SITE PLAN. THIS SHEET FOR SIZE. REFER TO TYPICAL FENCE DETAILS AND SPEOnCATIONS FOR
AD0l110NAL INFORMATION. INSTALL FENCE AFTER CONCRETE HAS ATTAINED 75X OF 28 DAY DESIGN
STRENGTH.
L. NORTH ARROW SHOWN ON PLANS REFERS TO TRUE NORTH. CONTRACTORS SHALL VERIFY TRUE
NORTH AND INFORM CONSTRUCTION MANAGER Of ANY DISCREPANCIES BEFORE STARTING CONSTRUCTlON.
I
M. REFER TO 'C SHEETS FOR SITE ELECTRICAL LAYOUT. DIAGRAMS, AND DETAILS.
N. TOWER FOUNDA TlON DESIGN IS UNDER SEPARATE CONTRACT BY "OTHERS. ANO IS EXCLUDED FROM
THESE DESIGN DRAWINGS. REfER TO OWNER PROVIDED DRAWINGS FOR SPECIFIC DETAILS REGARDING
FOUNDA TION SYSTEM.
PROPOSED COAXIAL CABLE BRIDGE
PROPOSED EQUIPMENT SHELTER
mn:l~'
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f ~ No. l :;
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Yz- 7)'1
2 21 01
NO. DATE
DA TE: 01 /Z9 /01
CHANGED 10
EMS ANTENNAS
REVlSIOI'lS
CHECKED BY: M.A.N.
----.,.
L.P.
COMPOUND LAYOUT AND DETAILS
SITE NUMBER
DRAWING NUMBER
RE
IN54XC.303C
C2
CLUSTER MOUNT
"EMS WIRELESS.
PART' MTG-COO-l0 OR
APPROVED EOUAL (TYP.)
@t.~:ENNA MOUNT DETAIL- PLANS
PROPOSED ANTENNA
ClUSTER MOUNT
"EMS WIRELESS.
PART I MTG-COO-l0 OR
APPROVED EQUAL (TYP.)
. ~
<C....
".,~
1 /2" JUMPER CABLES
BOTTOM OF ANTENNA
aJt.~s.TENNA MOUNT DETAIL - ELEVATIONS
NOTE!!
1. CONTRACTOR MUST FIELD VERIFY ALL DIMENSIONS
AND LOCATION OF ALL EQUIPMENT
2. REFERENCE MANUFACTURER DRAWINGS " ST IINDARDS
FOR ALL EQUIPMENT INFORMATION AND PARTS.
3. ANTENNA ORIENTATION AND DIYfRSITY MUST BE
VERIFIED WITH IN FIELD PROJECT MANAGER
FIRST GROUP ENGINEERING .INC.
CONSULTING ENGINEERS
5714 II. 74TH STREET, INDIANAPOUS, INDIAN"
PH. (317) 290-9549 FJ.X (317) 290-9560
ZAMBER
1388 QUEENS WAY
CARMEL, IN 46032
HAMILTON COUNTY
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Sprin t Spectrum,
9801 W. HIGGINS ROAD, SUITE 220
ROSEMONT, ILLINOIS 60018
CONSTRucnON DRA'MNG fOR
SITE NO. IN54XC30Je
II
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1:----- EXISTING TOWER
II
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2'-0.
MAX
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GAL V PIPE CAP
(TYP.)
VALMONT
BRIDGE CHANNEL
OR APPROVED
EQUAL (TYP.)
GALVANIZED
OR STAINLESS
STEEL
ALL THREAD
SUPPORT
(TYP.)
3'-0"
MAX.
EQUIPMENT
SHELTER
~ ;~~x CABLE BRIDGE DETAil
NOTES:
1. WHEN USING COMPONENTS AS SHOWN IN STANDARD DETAIL, .....XIMUM ALLOVlABLE SPAN BETWEEN SUPPORTS
ON A CONTINUOUS SINGlE SECTION OF BRIDGE CHANNEL SHALL BE 9' FOR TO' BRIDGE CHANNEL.
2. WHEN USING COMPONENTS FOR SPLICING BRIDGE CHANNEL SECTIONS, THE SPUCE SHOULD BE PROVIDED AT
THE SUPPORT, If POSSIBLE, OR A TA MAXIMUM OF 2 FlEET fROM THE SUPPORT.
J. WHEN USING COMPONENTS, SUPPORT SHOULD BE PROVIDED AS CLOSE AS POSSIBLE TO THE END Of THE
ICE BRIDGE, WITH A MAXIMUM CANTILEVER OF 2' fROM THE SUPPORT AT THE FREE END.
4. CUT BRIDGE CHANNEL SECTIONS SHOULD HAVE CUT EDGES COLD GALVANIZED SPRAYED.
~tlnt~
,,""...tl~E ",. lit,,^,
~~~~'t).~.~:.~. ~'~....
l.!;..~STS9d~\
: :Q:" No. o~t'1'::;
= : ~ :
~--o : 1.8417 : cr~
\a .... STATE OF' '-:,l.f.I f
~ ~ ... .14.-.. ........\tar.. ..- .S;:' $'
~ .A' ..;~f>.- ~... ~
'~d'$tO~;"l'~\,\\j"", .-L
~#11~:~\,,\\,,\\\\' f <: ~ /
L.P.
NO. OA TE REVISIONS
DATE: 12/28/00 CHECKED BY: MAN.
L.P.
fENCE ANO ANTENNA DETAILS
51 TE NUMBER
DRAI'IlNG NUMBER
RE
IN54XC303C
C3
o
x
a::
"-
o
X
l-
..
\
I
I
..
,
(
I
SECIOR GROUND BAR )
U ANTENNA ,
..
\
I
I
..
,
(
GROUND BAR I
o BASE OF )
TOWER ,
TO GROUND RING
ANTENNA PROVlXD BY '"SPRtNr
x
a::
NOTES:
1. ALL ANlENNAS. COAXIAL CABLE AND GROUND KITS
SUPPLIED BY OWNER AND INSTALLED BY CONTRACTOR.
CONlRACTOR TO DELIVER MA lERIAL FROM THE -SPRINr
WAREHOUSE TO THE JOB SITE. ALL UNUSED MATERIAL
ARE TO BE RETURNED TO THE 'SPRINT" WAREHOUSE
OR DISPOSED OF PER .SPRINiS" DIRECTION.
Z. INSTALL ALL iotA TERIALS PER "SPRINiS- SPEClFlCA TIONS
AND IotANUF ACTURER RECOUMENDA TIONS.
3. DO NOT INSTALL GROUND KIT ON CABLE BENDS.
7/16- DIN FEMALE CONNECTOR
I/Z" FLEXIBLE JUMPER DIN MALE.
DIN- MALE CONN.
10' LONG
1 1/4" TYPE DIN FEMALE
CONNECTOR
TYPICAL ANTENNA
GROUNDING KIT
GPS UNIT
INSTALLED BY OTHERS
(NOT IN CON TRACT)
STANDARD 1 -5/8- FOAM HELIX
TO GROUND BAR LOCATED
INSIDE TELCO SIDE or PPC
TO GROUND RING
TYPICAL AN TENNA GROUNDING KIT
1 1/4" TYPE DIN fEMALE
CONNECTOR
1/2" JUMPER 011'1 MALE
1/Z"" COAX CABLE
(OR EQUAL) MIN. BENDING
RADIUS PER MANUFACTURERS
SPECIFlCA TIONS
1/2' SUPER-fLEXIBLE JUMPER
10' LONG TO BE INSTALLED
BY BTS CONTRACTOR
, /Z- TYPE N MALE CONNECTOR
TYPE N MALE CONNECTOR
SUPPLIED BY SPRINT
INSTALLED BY CONlRACTOR
RE CABINET
GD:;~ICAL ANTENNA AND CABLE CONFIGURATION
ANTENNA AND COAXIAL CABLE REQUIREMENTS
AN TENNA COAXIAL CABLE COLOR CODE (REFER TO SPEC'S.)
SECTOR ANlENNA TYPE MOUNTING AZIMUTH D-R~ ANTENNA LENGTH' SIZE FIRST RING SECOND RIN THIRD RING
HEIGHT
EMS TX /Rx 1 1/4" YELLOW (V) BROWN (B) WHITE (W)
DIRECTIONAL 100' O' O' 140'
ALPH A RX 1 1/4" YELLOW (Y) WHITE (W) WHITE (W)
EMS TX/Rx 1 1/4- RED (R) BROWN (B) WHITE (W)
100' lZ0' O' 140'
DIRECTIONAL RX 1 1/4" RED (R) WHITE (W) WHITE (W)
BETA
EMS TX/RX 1 1/4- GREEN (G) BROWN (B) WHITE (W)
100' Z40' O' 140'
GAMMA DIRECTIONAL RX 1 1/4" GREEN (G) WHITE (W) WHITE (w)
PRIMARY CPS ANTENNA I/Z- GRAY
FIRST GROUP ENGINEERING INC"
CONSULTING ENGINEERS
5714 W. 74TH STREET. INDlANAPOUS. INDIANA
PH. (317) 290-9549 FAJC. (317) 290-9560
ZAMBER
1388 QUEENS WAY
CARIiAEL. IN 460,32
HAMIL TON COUNTY
L
PART,
FR90-16-02DP
FR90-16- OZDP
fR90-16-02DP
BY sPRINT PCS
NOTES:
* 1.
~wtU\lmm.;ll'~ .
".2;~1"e C' 'J:.
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0:> ~ ~\ctT~^. ?:. ~
i:Sl~~ ~~""...~%
= :~ No- G) ~ ~
t::>o .._ .::
i-q i 18417 E erE
~'-'l \ STATE OF'': I~E
~~.. .IJL.........~ ..' ~$
o.~.:~... ~ ~
\...~~ ........... _..c~..S'
-"~/()NAl ~~;.."
...~m\"'\"
I
EXAMPLE - SECTOR Z TX/Rx
diD
0iID
1. COlOR BAND TO BE Z" WIDE ON MAIN LINE
Z. SPACING TO BE I" BETWEEN COlORS
3. COLOR BAND ON JUMPERS.l- WIDE wi I" SPACE
4. .START COlOR BANDS 2" BEYOND WEATHERPROOFING
5. START SECTOR COLOR NEXT TO END CONNECTOR
(3 SECTORED/l RF CHANNEL)
SECTOR 1
t
~YEUOw
BROWN
WHITE
TX/RX
~ YELLOW
WHITE
WHITE
RX
i
~~"
~%\
"1-~1-
ALPHA
i
.~ r::,$,.,
!V 0 ,,-
1~~
~~
~
GAMMA
/
BETA
'"
'"
~
'"
tfr
~
s..
~
V'
..~~ ,ptk.'
~ -P.\J"'" ""V '<t!;~~
~+ ~
~~
\~
@:~ICAL ANTENNA CONFIGURATION
FR90-16-0ZDP
ANTENNA CABLE LENGTHS HAVE BEEN DETERMINED BASED ON THESE PLANS. CABLE LENGTHS
LISTED ARE APPROXIMATE AND ARE NOT INTENDED TO BE USEO FOR FABRICATION. DUE TO
FIELD CDNDITlONS. ACTUAL ANTENNA CABLE LENGTHS REOUIRED MAY VARY FROM LENGTHS
TABULATED. CONTRACTORS MUST FIELD VERIFY ANTENNA CABLE LENGTHS PRIOR TO ORDER.
Z. ACTUAL COAXIAL ANlENNA CABLE DIAMETER WlU BE AS SHOWN
3. AU MAIN CABLES WILL BE COLOR COOED AT (3) THREE LOCATIONS
A. AT ANTENNAS OR MAIN FEEDER
B. OUTSIDE CABLE PORT
C. BOTTOM Of FEEDER
4. ALL MAIN CABLES WILL BE UTILIZED GROUND KITS GROUNDED AT (Z) TWO POINTS AS FOLLOWS:
A. ANTENNA LEVEL ONE END MECHANICAL CONNECTED TO GROUND BAR.
B. ONE END MECHANICAL CONNECTED TO EXTERNAL
GROUND BAR (EGS).
S. ALL TOP JUMPERS WlU BE THREE fEET OR SIX FEET IN LENGTH. SUPPL YBY SPRINT PCS&: INSTALL BY
ANTENNA CONlRACTOR. ~
6. CABLES TO BE INSTALLED ANO TESTED AS PER SPRINT SSEO 3.003.10.004
~J;0/N
-y Sprint Spectrum, L.P.
~ Sprin t Spectrum, L.P.
9801 W. HIGGINS ROAD. SUITE 220
ROSEMONT. ILLINOIS 60018
CONSTRUCTION DRAWING FOR
SITE NO. IN54XC.30Je
C-
ANTENNA CABLING DETAILS
SITE NUMBER
DRAWING NUMBER
RE
REVISED COAX SIZE
NO. DATE REVISIONS
DA TE: 12/28/00 CHECKED BY: MAN.
IN54XC,30,3C
C4
NEW 4". 24-. 1/4- lHlCK
TINNED COPPER GROUND
BAR (HARCER
GBI14424SPR OR
APPROVED EOUAL)
COAXIAL CABLE GROUND KIT (TYP.)
NEW 4". 24". 1/4- THICK
TINNED COPPER GROUND
BAR (HARCER
GBIl4424SPR OR
APPROVED EOUAL)
UNISTRUT
U-BOL T
ANTENNA (TYP.)
EXOlHERMIC WELD
TO PIPE \lOUNT (TYP.)
,2 AWG STRANDED
INSULA TED COPPER
WIRE (TYP.)
14/0 AWC INSULATED
(GREEN) STRANDED COPPER
GROUND WIRE BOND TO
GROUND BAR AT BASE Of
TOWER
NO KINKS AND
NO 90' BENDS
AlLOWED (TYP.)
, 6 STRANDED INSULATED GROUND
GPS UNIT
M(OtANICAL
ATTACHlIIENT
n[-YlRAPS 10 BE
UL lRA VIOlET PROTECTED (BLACK) AND
rLUSH CUT (TYP.)
tt
,- CONDUT
CAOYoUD
U-BOlT
(TIP.)
CDAlClAL CA!lLE BRIDCE
SUPPORT POST (TYP.)
~Q~,
COPPER WIRE ~ $
TO GROUND RING (TYP.) . .' No.. \. :Za...
"'q \ 18417 : erE;
.~... STATE OF' ./ ~i!
~;..!.'!Ot~..,~ f
~'7, SIONA\. t~\\\\'~'"
"'''''''IH rl1 U\t\\"
TO GROUND RING
G)~?~ER GROUNDING DETAIL
FIRST GROUP ENGINEERING INC_
CONSULTING ENGINEERS
5714 Yr. 74TH STREET, INDlANAPOUS, INDIANA
PH. (317) 290-9549 FAX (317) 290-9560
L
ZAMBER
1388 QUEENS WAY
CARMEL, IN 46032
HAMILTON COUNTY
PLASTIC BUSHINC Rf:O'O
(TO PROTECT 1/2' CABLE)
1/2"' COAX CABLE
(OR EDUAL). MIN. BENDiNC
RADIUS PER UANuf ACruRERS
SPECnCA nONS
TO GROUND BAR LOCATED
INSIDE TELCO SIDE or PPC
CD~~sS MOUNTING AND GROUNDING
(];) TYPICAL COAX GROUNDING KITS
L~ L~P;j;
~
~
Sprin t
Spectrum,
9801 W. HIGGINS ROAD, SUITE 220
ROSEMONT, ILLINOIS 60018
CONSTRuCllON DRA'MNG FOR
SITE NO, IN54XC.30JC
PAR All EL HORIZONTAl CONDUCTORS
PARALLEL lHROUCH CONNECTION
Of HORIZONTAL CABLES
TYPE PT
l'
I
~
~
HORIZONTAL STEEL SURFACE
TO FLAT STEEL SURF ACE
OR HORIZONTAL PIPE
TYPE H5
'c' CONNECTOR
HYPRESS
TYPE YGHC
li
~
BOND vV\lPER
FiELD F AeRICA TED
GREEN STRANDED INSULATED
TYPE2-YA-2
lHROUCH CABLE 10 GROUND ROO VERTICAL STEEL SURF ACE
lHROUCH CABLE TO TOP CABLE DOv.N AT 45' TO VERTICAL
OF GROUND ROD STEEL SURFACE INClUDING PIPE
TYPE GT TYPE VS
INST AllA nON HARDWARE
PER EQUIPMENT INSTAlLER
,
HORIZONTAL SPLICE
SPLICE Of HORIZONTAL
CABLES
l}
,
VERTICAl PIPE
CABLE DOWN AT 45' TO RANGE
OF VERTICAl PIPES
COPPER LUGS
TWO HDlE - LONG BARREL LENGlH
TYPE 55 TYPE VS
CD ~tsDWELD /GROUNDING CONNECTION
GROUNDING NOTES
A ALL WORKS" \lAITRIALS .SHALL BE IN FULL ACCORDANCE w/
THE NATIONAl ELECTRICAL CODE, All APPLICABLE STATE AND
LOCAL LAws, AND REGuLATIONS.
NOlHlNG IN lHESE PLANS OR SPECIFICATIONS SHALL BE
CONSTRUCIED AS TO PERMIT WORK NOT CONFORMING TO lHE
MOST STRINGENT OF THESE COOES. SHOULD CHANGES BE
NECESSARY IN lHE DRAWINGS OR SPECIFICATIONS TO MAKE WORK
CO\lPL Y WITHESE REOUIRE\lENTS, lHE SUBCONTRACTOR SHALL
IMMEDIA TEL Y (ESPECIALLY BEFORE BIDDING SUBUITT AL) NOIIFY
THE ENGINEER IN WRITING .Ie CEASE WORK ON PARTS ON lHE
CONTRACT WHICH ARE AFFECTED.
B SUBCONTRACTOR SHALL MAKE A SITE VISIT PRIOR TO BiDDING .Ie
CONSTRUCTION TO VERifY ALL CONDITIONS .Ie SHOULD NOTIFY
SPRINT IM\lEDlATELY UPON DISCOVERY OF ANY DISCREPANCIES.
THE SUBCONTRACTOR ASSU\lES ALL LIABILITY 10. COMPL Y
WllH lHlS PROVISiON.
C EXTENT OF WORK IS INDICATED BY DRAWINGS .Ie SPECIFICATIONS .Ie
IS SUBJECT TO THE TERMS .Ie CONDITIONS OF CONTRACT. THE
WORK SHALL CONSiST 'Of FURNISHING ALL LABOR, EOUIPMENT,
UATERIAlS .Ie SUPPLIES NECESSARY FOR A COMPlETE .Ie
OPERATIONAL ELECTRICAl SYSTE\l INClUDING WORK NOT \lENTIONED
DR SHOv.N WHICH ARE NECESSARY FOR SUCCESSfUL
OPERATION Of All SYSTEMS.
D DRAWINGS INDICATE DIAGRAMMATICALLY lHE DESIRED LOCATIONS OR
ARRANCE\lENTS Of THE CONDUIT RUNS, OUTLETS, EOUIP. ETC
.Ie SHALL BE FOLLOWED IN EXECUTING THE WORKS SO AS TO
SECURE THE BEST POSSiBLE INSTALLATION IN lHE AVAILABLE
SPACE LIMITATIONS
FEEDER .Ie BRANCH CIRCUITS 10 BE RUN IN HIT FOR INDOOR
PROTECTED LOCATIONS ONLY. FEEDER .Ie BRANCH CIRGUITS RUN
IN NONMETALLIC CONDUIT SHALL INClUDE A CODE SIZED
GROUNDING CONDUCTOR HAVING GREEN INSULA 1l0N. GROUND
CONDUCTOR SHALL BE PROPERLY CONNECTED TO MAINTAIN
ELECTRICAL CONTINUITY
F WIRING SHALL BE COPPER TYPE lHv.N
L.P.
NO. DATE REVISIONS
DATE: 12/28/00 CHECKED BY: M.A.N.
TYPE YA-2
DETAILS
G' ALL DIRECT BURIED' GROUND CONDUCTORS SHALL BE 12
SOLID BARE TINNED COPPER.
H ALL NON-DIRECT BURIED TELEPHONE EOUIPMENT GROUND
CONDUCTORS TO BE 12 STRANDED THH~ (GREEN).
I MAKE ALL TELEPHONE. EOUIPMENT GROUND CONNECTIONS
AND SPLICES W/BURNDY "HY-GROUND- CONNECTORS.
UNLESS NOTED DlHERWlSE.
J PAINT AT All GROUND CONNECTIONS SHALL BE REMOVED.
K THIRD PARTY SHALL CHECK RESiSTANCE BET'M:EN GROUND
(ELECTRODES &c COlD WATER PIPING) .Ie TELEPHONE EOUIPMENT
\lAX RESiSTANCE NOT TO EXCEED 5 OHMS.
L UTILITY SERVICE REOUIREUENTS ARE SHOWN ON ORA WINGS
BASED ON INFORMATION AVAILABLE AT lHE llME &c
ARE NOT GUARANTEED.
M DISCONNECTS SHALL BE HEAVY DUTY - 200,000 AlC RATlNG
ACCEPTABLE \lFG G.t. S~UARE D, WESCO/CUTLER HAMMER
. OR SiEMENS.
N SUBCONIRACTOR SHALL VERIFY lHE EXACT METHOD
AND REOUIRE\lENTS OF SERVICE BY UTILITY COMPANY DURING
BIDDING &c INClUDE ALL COST FOR A COMPLETE SYSTE\l IN
THE BID.
o PVC SCH 40 MAY BE USED AS PERMITlED BY CODE IN LIEU Of
RIGID STEEL CONDUIT FOR UNDERGROUND ITLCO APPLICATIONS
ONLY. INSTALL A CODE SIZED INSULA TED GROUND CONDUCTOR
(GREEN) USE RIGID STEEL ELBOWS.
P SEE GROUNDING DETAILS .Ie NOlES. CONFORM 10 SPRINT COM, INC.
GuiDElINES.
~ Sprint Spectrum, L.P,
CROUNDINC NOTES AND DETAILS
SITE NU\lBER
DRAWING NUMBER
RE
IN54XCJOJC
EI
THE LAYOUT SHOWN BELOW IS
SCHEMATIC AND IS INTENDED
TO SHOW A TYPICAL
GROUNDING CONFIGURATION
ACTUAL GROUNDING
CONFIGURA nON MUST
CONFORM TO TIERRA
LIMITED, INC.
SPECIFICA nONS.
GRNO
BAR
,.,8
/
I
I
I
I
I
I
I
I
I
I
I
~
I
I
I
I
I
I
I
I
I
~
I
I
I
I
I
I
\ @
, ......_-@-----------
c--:=::
AC
UN IT "J'
COAX~ ~W----'
PORT ii::l"~,~ ~
DEr ~
~, RE
u
RE ~.~
~ .tIiTI
~~
DE
~---~
\" ~
r---
\
\
"
"
TELCd
-
J
I
I
I
/
/
/
--//
~--
"' IEq~ 01
"'
"'
,------
./
,(.
./ "'
GD ~~2UNDING PLAN
GROUND BAR
A T TOWER
BASE
USE TOWER
MANUfACTURERS APPROVED
GROUNDING A TT ACHt.AENT
"
"
.
~
SEPARATE GROUND ROO
fOR ELECTRiCAl SER'tllCE
-DO NOT BOND TO GROUND RINC
SEPARATE CROUND ROD
fOR TElCO SERVICE
BOND TO CROUND RING W/16 AWC
PRO'tllDE 8' (MIN) 16 AWC ABOVE GROUND
fROM GRND. ROD TO DOIARC
fOR TELCO'S USE
~
.T
;
FIRST GROUP ENGINEERING INC,
CONSULTING ENGINEERS
5714 If. 74TH STREET, INDIANAPOUS. INDIANA
PH. (317) 290-9549 FAX (317) 290-9560
ZAMBER
1388 QUEENS WAY
CARMEL. IN 46032
HAMILTON COUNTY
~
!
L
II
II
II
II
I
I
II
1\
1\
1\
1\
II--- TOWER LEG
Ii
1\
I
I GROUNDING
KITS (TYP.)
---
II
II
II
II
II
II
II
II
II
II
II
II
II
II
11
II
11
II
II
11
12 AWG
STRANDED
INSULA TED
COPPER GROUND
WIRE
EXOTliERMIC
. WELD (n?)
COAX
PORT
I
z
~
.
N
.
rcCADWELD
- -~~~:D-C:TI~:
CND RING
~COPPER ClAD
GROUND ROD
5/B' . X 10'-0" LONG
@ ;~ICAL GROUND ROD DETAIL
EOUIPMENT
SHELTER
GROUNDING LEGEND
8 XlT GROUND ROD
@ GROUND ROD
NO KINKS AND
NO 90' BENDS
ALLOWED (TYP.)
-------,t: "~ T ....~-----~"'
CABLE - I I <II \,
BRIDCE I A C
UNIT ==- I
I
I
I
I
I
*
I
I
I
I
I
I
I
I
I
~
I
I
I
I
I
I
,
/
12 AWG SOliD BARE
TINNED COPPER WIRE
TO GROUND RING
AWG
BCW
GPS
PCS
PPC
PRC
RGS
EMT
MIGB
CiBGE
BTS
II
"
CONTINUOUS U /G GROUND RING
5/B" X 10'-0" GROUND ROD
CD ~~sAX CABLE BRIDGE GROUNDING
PATCH TO MATCH EXISTING SURfACE
TRENCH
.
CADWELD TYPE CONNECTION
COMPRESSION TYPE CONNECTION
GROUNDING WIRE
.
ABBREVlA nONS
At.AERICAN WIRE GAUGE
BARE COPPER WIRE
GLOBAL POSITIONING SYSTEM
PERSONAL COMMUNICATION SYSTEM
POWER PROTECTION CABINET
PRIMARY RAOIO CABINET
RIGID GAL VANIIED STEEL
ELECTRICAL METALLIC TUBING
MASTER ISOLA TED GROUND BAR
COAX ISOLATED GROUND BAR EXTERNAL
BASE TRANSt.AISSION. SYSTEM
fiNISH GRADE
WARNING TAPE 0 1'-0"
BELOW fiNISH GRADE
GROUNDING GENERAL NOTES
1) GROUND RODS WILL BE 5/B" X 10 roOT COPPER CLAD NOT LESS THAN 10 FOOT
OR MORE THAN 15 fOOT APART AND t.AINIMUM Of 40 INCHES BELOW fINISHED
GRADE.
>- --
~ II ill ill
Z; ~I III 111- ~ UNEXCAVATED
~ > II EI / COMPACT fiLL (0 90")
,,< 111=11 EIII= ,j 12 SOllO TINNED COPPER
>-' --- I // f:;g~NDING WIRE GROUNDING
'. ~ <<<<~,,-<<~ ~~~@o:.~r;ec:~~~.
" /, YAY' ~ ~'~T&~~'
GROUND ~~G TRENCH TO REMAIN OPEN/:S ~ ....."<(;\ \..
UNTIL INSPECTION IS COMPLETED BY: I . _ I..u. ;:
nERRA LIMITED, INC. \ 1-8417 ! __ i:
CONTACT: BILL SAUNDERS "0 : ......:::
OFFICE: (630) 893-0198 ~~ \.. STATE.. OF' /.~.~f
CELL: (630) 893-4648 ~... ~ ... ~ ~
PAGER: (947) 210-5751 ~<:,;ri""'.......~~G:...f
Q4 GROUNDING RING SECTION ~lONALi\;\~\"'"
E2 -""""'nnl1l\' .
N.T.S. ~ C
2) ALL CONNECTIONS TO THE GROUND RING, AND PERIPHERAL EQUIPMENT WILL BE
MADE 'IIA CADWlELD PROCESS EXCI;PT. fOR MONOPOlE (USE MANU, ACTURERS
APPROVED GROUNDING ATTACHMENT FOR MONOPOLE) UNLESS OTliERWlSE SPECifiED.
3) ALL WIRING USED IN THE GROUND RING SHALL BE 12 SOLID TINNED COPPER
UNLESS OTHERWISE SPECinED. .
4) ALL METAlliC COMPONENTS ON THE SITE MUST BE GROUNDED TO THE GROUND
RING. THIS INClUDES STEEL CONDUITS USED 10 DWYER THE TELCO AND
POWER UTILITY LINES TO THE SITE OR USED 10 PRO\llDE ACCESS BY UTILITIES.
OR CONTRACTORS TO THE VARIOUS CABINETS.
5) WHEN EARTH RESISTANCE TEST INDICATE TliAT THE SOIL IS ABOVE MINIMUM
ALLOWABLE RESISTANCE. THEN CONTRACTOR SHALL ESTIMATE THE TYPE, NUMBER
AND ARRANGEMENT Of EARTH ELECTRODES. CONTRACTOR SHALL ALSO CONSIDER
COMPANY'S SITE SPECifiC APPROACHES FOR It.APRO\llNG EARTH RESISTANCE AT
THE SITE BY THE METHODS INDICATED BELOW:
Sprin t Spec trum, L. P.
9801 W. HIGGINS ROAD, SUITE 220
ROSEMONT, ILLINOIS 60018
CONSTRUCTION DRA'MNG FOR
SITE NO. IN54XC30.JC
fOR RAW LAND SITES:
1 A.) USE MULTIPLE RODS
2A.) LENGTHEN THE EARTH ELECTRODE
3A.) TREAT THE SOIL
4....) USE CHEMICAL RODS
NO. DATE REVISIONS
DATE: 12/28/00 CHECKED BY: t.AAN.
-,.
Sprint Spectrum, L.P.
GROUNDING PLAN AND DEl AILS
SITE NUMBER
DRAWING NUMBER
RE
IN54XC303C
E2
4'-0"
..,
I
-L CB - 1 CB - 7 r 60 AMP AC SURGE PROTECTOR
100 AMP OEI 1
CB - 2 CB - B
-[ CB - 3 CB - 9 r 60 AMP FOR AC
100 AMP DEI 2
CB - 4 CB - 10
20 AMP GENERATOR CHARGER CB- 5 0 0 CB .., 11 - 20 AMP TELCO GFI RECEPTAClE
(IF REOUIRED)
10 AMP FAN CB - 0 0 CB- 12 - 20 AMP Gn RECEPTAClE AND
LIGHT
'-
:.,
o
'i' ~
'",
mco
ARCA nON
BOX
GJ;~s~TROL PANEL SCHEDULE
o
I
'-
tmJ.E;..
CONTRACTOR TO OtCIDE COST EFFECTIVE ROUTING or CONDUIT. AlL SPEOnCA TIONS
MUST BE MET (SCHEDULE 40. PVC. ETC.).
EXISTING GROUND
(2) 2". EMT CONDUIT TO GPS FROM DEI
INSTALL FROM OVERHEAD TO SIDE OF DEI AS
SHOWN IN DRAWING OR AS DIRECTED BY SPRINT
CONSTRUCTION REPRESENTATIVE.
SUPPLIED AND INSTALLED BY CONTRACTOR.
DEMARC CONDUIT NOTFS'
1. FASTEN 4" AND I" CONDUITS TO THE BOTTOM HORIZONTAL UNISTRUT BAR USING ClAhAPS.
2. THE 4- CONDUIT IS FOR LOCAL TELEPHONE COhAPANY USE. THE l' CONDUIT IS FOR COUNTERPOISE
(GROUNDING) USE.
3. THE COUNTERPOISE WIRE (LOCAL TELEPHONE GROUND WIRE) IS TO RUN 18" ABOVE THE BURIED
TELEPHONE CONDUIT. CONNE CT COUNTERPOISE WIRE. THROUGH 1" CONDUIT, TO GROUND ROO.
LEAVE 5' OF COUNTERPOISE WIRE AT BOTH ENDS OF TELEPHONE CONDUITS.
4. IF A POSITRON IS REQUIRED. ROU TE TELEPHONE CABLE, THROUGH 2" CONDUIT. FROM POSITRON
TO TELCO SIDE OF PPC.
12" DIA. CONCRETE PIERS.
SUPPLIED AND INSTALLED
BY THE CONTRACTOR.
2'. SCHEDULE 40 P. V.C. CONDUIT TO PPC (POWER)
3~. SCHEDULE 40 P.V.C. CONDUIT TO POWER UTILITY
2-. SCHEDULE 40 P. V.C. CONDUIT TO PPC (POWER)
4". SCHEDULE 40 P.V.C. CONDUIT TO TELCO UTILITY
f3\DEMARC DETAIL
\B7 N. T.S.
og
RE
og
(4) 2". EhAT CONDUIT,
(1 FOR POWl:R TO EACH OEl CABINET)
(1 FOR TELCO TO EACH DEI CABINET).
INSTALL FROM OVERHEAD TO SIDE OF DEI AS
SHOWN IN DRAWING OR AS DIRECTED BY SPRINT
CONSTRUCTION REPRESENTATIVE.
SUPPLIED AND INSTALLED BY CONTRACTOR.
~
--- ----,
~ IESEI :
I
DE RE I
I
RE DE
DE I
~
(I) 2". SCHEDULE 40 P.V.C. CONOUIT TO
TELCO UTILITY
SUPPLIED AND INSTALLED BY CONTRACTOR
(1) 2-. SCHEDULE 40 P.V.C. CONDUIT TO
POWER UTILITY SUPPLIED AND INSTALLED
BY CONTRACTOR
(3) 4' FLORESCENT nXTURES
W/DUEL BULBS
I
I
/
/'
II
-"
-"
---~
\ . ,,;:., ;;;""" w ..,.c.
. CONDUIT TO TELCO UTILITY
SUPPLIED AND INSTALLED BY
CONTRACTOR
(I) 3-. SCHEDULE 40 P.V.C.
CONDUIT TO POWER UTILI TY
SUPPLIED ANO INSTALLED BY
CONTRACTOR
,-. EhAT CONDUIT
~ @;~~IPMENT CONDUIT ROUTING PLAN
1. CONTRACTOR SHALL INSTALL pvc CAPS OR APPROVED EOUAL ON ALL EXPOSED CONDUITS
DURING INSTAlLATION. PVC CAPS TO REhAAIN AFTER INSTALLATION. DUCT TAPE IS NOT ACCEPTABLE.
2. CONTRACTOR TO INSTALL PPC CABINET DIRECTLY ON EOUlPhAENT PLATFORM USING '/2" DIA. BOLTS
WITH OVERSIZED WASHERS.
3. CONTRACTOR TO BACKFILL CONDUIT TRENCHES WITH CLEAN. COMPACTIBLE
FILL hAA TERIAL USING 12" (hAAX.) LIFTS.
4. CONTRACTOR TO COOROINATE ALL WORK WITH LOCAL UTILITIES THROUGH
SPRINT PCS PROJECT hAANAGER.
S. CONTRACTOR TO SUPPLY AND INSTAlL' ALL CONOUITS, INCLUDING CONDUITS FROM
EXTERNAll Y hAOUNTED TELEPHONE AND ELECTRIC SERVICE EOUIPhAENT TO THE PPC.
I
/
/
--
I
/
/
--
~ '..LJ a
Q;.IT~~TING CONDUIT ROUTING PLAN
~'.LJ a
0~:s. CONDUIT ROUTING PLAN
FIRST GROUP ENGINEERING INC.
CONSULTING ENGINEERS
5714 11. 74TH STREET, INDlANAPoUS, INDIANA
PH. (317) 290-9549 FAX (317) 290-9560
ZAMBER
1388 QUEENS WAY
CARMEL. IN 46032
HAMILTON COUNTY
~
-".-
Sprin t Spectrum, L.P,
9801 W. HIGGINS ROAD, SUITE 220
ROSEMONT, ILLINOIS 60018
CONSTRUCTION ORA'MNG FOR
SITE NO. INS4XCJOJC
NO. DA TE REVISIONS
DATE: 02/05/01 CHECKED BY, M.A.N.
L
I
ELECTRIC SERVICE METER
SUPPLIED BY UTILITY
COhAPANY AND INSTAlLED
BY THE CONTRACTOR.
DISCONNECT. SUPPLIED BY
AND INSTALLED BY
THE CONTRACTOR.
," _ SCHEDULE
40 P.V.c.. CONDUIT
(FOR GROUND WIRE)
(2) 1-. EMT CONDUIT
(1 TO EACH ACUNIT FROM PPC)
SUPPLIED ANO INST ALLEe BY
CONTRACTOR.
~
'~A~ S.:1TJE...~'\
::t:/~ '9e:\~ i
,- No. "". ...
. -
l 1.8417 i (r:E
~~ \ STATE OF' ; ~ff
\. ~ ....!.~...... ~$
,cr& ............ ~l.
~ONAL ~ ,....40'" ,
tfq:n~~1
~ Sprin t Spectrum, L.P.
EOIJIP\lENT on AILS AND CONDUIT ROUTING ,PlAN
SITE NUlABER
DRAWING NUMBER
RE
IN54XC303C
EJ
2-HOLE. LONG BARREL. COMPRESSION LUG. TINNED.
SOLID, COPPER (THOt.IAS ANO BETTS SERIES OR
APPROVED EOUAl) W/16-6 STAINLESS STEEL BOLTS.
NUTS. WASHERS AND BELLEVILLE WASHERS SUPPLIED
AND INSTALLED BY CONTRACTOR
(6) 1 EACH FROM COAXIAL CABLE GROUND FOR SECTORS
"A". "B" AND "C" (16 AWC. INSULA TED STRANDED.
COPPER (TYP))
(6) 1 EACH FROM ANTENNA PIPE MOUNTS FOR SECTORS
"A". "B" AND "C"(#2 A WG. INSULA TED STRANDED.
COPPER (TYP))
o
o
o
o
4" INSULATED
ST ANDOFr
MOUNTING
BRACKET
o
o
o
NEW 4",.24", 1/4" THICK
COPPER GROUND BAR
(HARGER GBI14424SPR OR
APPROVED EQUAL)
14/0 AWC. _
INSULA TED. STRANDED
COPPER CONDUCTOR
CONNECTED TO
GROUND BAR LOCATED
A T MIDDLE OF TOWER
~24" GROUND BAR
~LOCATED AT TOP OF TOWER
N.T.S.
2-HOLE. LONG BARREL. COMPRESSION LUG. TINNED.
SOLID. COPPER (THOl,lAS AND BETTS SERIES OR
APPROVED EOUAl) W/16-6 STAINLESS STEEL BOLTS.
NUTS. WASHERS AND BELLEVILLE WASHERS SUPPLIED
AND INSTALLED BY CONTRACTOR
(6) 1 EACH fROM
COAXIAL CABLE GROUND
fOR SECTORS "A". "B"
AND "C"
1 fROM GROUND BAR AT
TOP Of TOWER
#6 AWG. INSULA TEO.
STRANDED. COPPER (TYP)
14/0 AWG.
INSULA TED,
STRANDED.
COPPER (TYP.)
o 0 0 0 0
MOUNTING
BRACKET
12 AWG. BARE.
SOLID. TINNED
COPPER
CONDUCTOR
CONNECTED TO
GROUNO RING
NEW 4", 24", 1/4" THICK
COPPER GROUND BAR
(HARGER GBI14424SPR OR
APPROVEO EQUAL)
~24" GROUND BAR
~LOCATED AT BASE OF TOWER
N.T.S.
FIRST GROUP ENGINEERING INC"
CONSULTlNG ENGlNEERS
5714 l'/. 74TH STREET, ISDlANAPOUS. INDIANA
PH. (317) 290-9549 FAX (317) 290-9560
L
o
o
o
o
o
o
o
o
o
o
o
o
2-HOLE. LONG BARREL. COMPRESSION LUG. TINNED.
SOUD. COPPER (THOMAS AND BETTS SERIES OR
APPROVED EQUAL) W/16-8 STAINLESS STEEL BOLTS.
NUTS. WASHERS AND BELLEIIILLE WASHERS SUPPUED
AND INSTALLED BY CONTRACTOR
(2) fROM PPC
(2) 1 fROM EACH DEI CABINET
(2) 1 FROM EACH A/C UNIT
(2) 1 fROM EACH GPS UNIT
I
---jj
.NUTS TO fACE OUT.
STAINLESS STEEL NUJ}
BELLEIIILLE - WASHER":! /
STAINLESS STEEL
fLA T- WASHER
ST AlNLESS STEEL
::f~~
(If REO'O.)
fLAT-WASHER
STAINLESS STEEL
GD~~s~UND BAR SECTION
~
1) ALL HARDWARE TO BE STAINLESS STEEL INCLUDING BELLEVILLE
WASHER. COAT ALL SURfACES WITH T&5 KDPR-SHlflD BEfORE MATING
2) ALL HOLES ARE COUNTERSUNK 1/16"
#6 CND
BURNDY
COMPRESSION
CONNECTION
12 INSULA TED STRANDED
GND
24" GND BAR lOCATED INSIDE EOUIPMENT SHELTER BELOW COAXIAL CABLE PORT
#2 BARE SOLID
TINNED GND
2 BARE SOLID
NNED GND
CONTINUOUS #2 BARE SOLID
TINNED GND
PROPOSED GROUND RING
I GROUND
I' RODS
16 BARE SOLID
TINNED GND
CABLE BRIDGE
POSTS
Q~~~ LINE DIAGRAM
NO. DATE REIIISIONS
OATE: 12/26/00 CHECKED BY: MAN.
SEPARATE GROUND ROD
FOR TElPHONE SERVICE
BOND TO GROUND RING
GROUND ROO
.A..
-....
Sprin t Spectrum
o
o
ZAMBER
1388 QUEENS WAY
CARMEL. IN 46032
HAMIL TON COUNTY
#6 AWC. INSULATED.
STRANDED. COPPER (TYP.)
fI2 A WC.
INSULA TED.
STRANDED.
COPPER (TYP.)
o
MOUNTING
BRACKET
#2 AWC, BARE.
SOLID. TINNED
COPPER
CONDUCTOR
. CONNECTED TO
GROUND RING
o
o
o
o
o
o
NEW 4", 24", 1/4" THICK
TINNED COPPER GROUND
BAR (HARGER
CBI14424SPR OR
APPROVED EOUAL)
12 AWC. BARE.
SOLID. TINNED
COPPER
COINOUCTOR
COINNECTED TO
GROUND RING
ONE-LINE DIAGRAM Ie GROUND BAR DETAILS
SITE NUMBER
DRAWING NUMBER
RE
o
o 0
o 0
000
@24" GROUND BAR .
E4 LOCATED INSIDE EQUIPMENT SHELTER
BELOW COAXIAL CABLE PORT
N.T.S.
#6 CND
#2 GND
#2 GND
16 GND
12 GND
ANTENNA
SECTOR "A"
AN TENNA
SEGTOR "B"
ANTENNA
SECTOR "C.
SECTOR "A"
. "' \ \'n" thlt}
. ",':'~\{'E C r,i.<!.')
,,' Co \-.\J . 8/ A "11'"
'~ ~"........ v~_.\.
#~ ,"~STEh"...~~"
~ ~...~ ~'.. ~ '!.i
E~i~ No. \
:: · 0..411 s .
;:: ; 1-0'1' . : If :;
\.~\ STATE OF" j ~i
",~a~.... h_. .~.... ~ ~
.:~.. '-' ~
~8,oNA~ ~~.~
~~~'- .
yo 07
~c.. .~
IN54XC303C
E4
12 AWC. BARE.
SOUD. TINNED
COPPER
CONDUCTOR
CONNECTED TO
GROUND RING
.-.L
---"
EPARATE GROUND ROO
FOR ELECTRICAL SERVICE
-DO NOT BONO TO GROUND RING
Sprin t Spectrum
9801 w. HIGGINS ROAD, SUITE 220
ROSEMONT. ILLINOIS 60018
CONSTRUCTION DRAWING FOR
SITE NO. IN54XC303C
17'-0"
IS' 0"
2"t=
2"1=
N
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...
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:>!z
Q:u
::><
on.
WUl
G);2~:ll~=M;NT LAYOUT PLAN
24 TOTAL 4 REBAR. IS'-6"
0' 0 MAX. SPACING
(20 TOP .!t 4 BOTTOM)
SEE DETAIL: LU
\EJ
6"
R . 16' 6"
o 1'-0" MAX. SPACING
(20 TOP &: 4 BOTTOM)
SEE DETAIL: LU
\EJ
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o
I
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o
I
0.
o
I
0.
.
o
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S" !HID< CONCRETE SLAB
W/ THIO<ENED SIDES SEE
DETAIL: LU
\EJ
2"
.
o
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..
1'-0"
6" THICK
4' -0" CONCRETE STOOP
MICROFLECT ENTRY PANEl
SEE DETAIL:~
\EJ
.-
--I
-------- Mica GROUND BAR
SEE DEl AIL: t7"\
QY
CONe. SLAB \
17'-0"
G;)~~~ERIOR . [LEVA TION
@ ~c~~:~~~.TION PLAN
NOTES:
1 REINFORCING TO BE J" CLEAR ,ROM BOTTO\! AND 2"
CLEAR ,RO\! ALL SIDES.
2 FiNISH ALL EXPOSED SURF ACES Of CONCRETE W/ CLEAR
SEALER PER SPRINTS CONSTRUCTION REPRESENTATIVE.
SOLDIER COURSE ABOVE
ALL OPENINGS (TYP.)
BRICK
CONCRETE
BLOCK
..--::--- f~JZ6~ rO DSX'fc1P,OAUCTE BRICK)
4 ELEVA liON
Al SCALE:'"= 5'
o
I
o
5 SECTION
Al SCALL1"= 5'
FIRST GROUP ENGINEERING INC"
CONSULTING ENGINEERS
5714 If. 74TH STREET, INDlANAPOUS, INDIANA
PH. (317) 290-9549 FAX (317) 290-9560
L
CINDER BLOCK CONSTRUCTION W/
FACE BRICK (liMESTONE COLOR)
2" (1'fP.)
'<0
'OJ
GUTTER &: DOWN SPOUT
12" 12"
SOLDIER COURSE ABOVE
ALL OPENINGS (TYP.)
ENTRANCE DOOR SHALL SE FIRE RATED
(OFF - WHITE IN COLOR)
(1'fP.)
CONCRE TE STOOP
Q;);~~B SECTION DETAIL
MAX
I
WiE!lJ2
1- COPPER CRQJND BAR.~.X -4"'X 20-. NEWTON IN$lRUYENT CO. CAT. NO.
9-6142. HOlE CENTERS TO W"TOi NOlA DOUBlE LUC CONFlCURATlON
2- INS\A.ATORS. NEwTC>>4 INSTRUWENT CAT. NO. .3061--4
3- 5/8- LOCKWASHER5. NEWTON INSlRUYENT CO. CAT. NO. JOI5-B
4- WAU. MOUNTINC BRAOCE:.T. NEWTON INSTRUM[NT CD. CAT NO. A-6055
5- S/ll--lI X ," H.H.C.S. BOl~ NEWTON INS1RUMENT co. CAT NO. 3012-1
6- GROUND BAR SHAll. BE SIZED TO ACCOWWOOATE AU GROUNDING CONNECTIONS
REQUIRED PlUS PROVIDE 50X SPARE CAPACITY.
7- APPlY COPPER NO- OX 10 [XPOSED AREA or GROUND BAR.
G) ~~sOUND BAR DEl AIL
BlOCK
AND BRICK WALL
MICRCf''LECT 18"'8
1 2 HOLE WA 'JECUlOE
ENTRY, BOrn S1ot:S
"'
w 0
> 0
g 0'
.. 8
b iJ\
I
.. Z
;;:
ZAMBER
1388 OUEENS WAY
CARMEL. IN. 46032
HAMil TON COUNTY
--"*'----
--"r
Sprin t Spectrum, L.P.
9801 W. HIGGINS ROAD, SUITE 220
ROSEMONT. ILLINOIS 60018
CONSTRUCllON DRAWING FOR
SITE NO. IN5<4XC303C
WAlL SECTION
,\\,0""111;"
\,\\', .~ C 1.1'"
~...", x.~~.':.;.: St/, <;,~
~'''::::'''~ a" ~Tr: ". ~ ~
... ~ ." ...-\'" ell. '. "T-. ~
f ~ l<v"O" ~" ~ ~
: .."J : 0: No. .~!
=. 7: =
~ : 1M 1 : ex:::::
~-o 1. TEOF' : 4i~
:;,..n'.. STA ..~~
~---a . ... ' ..J!.,;;: ,
;,;,. ~ ....IIvDI~~~,.. ~ ~
'~~$iONAl.~~';~~~
~.Ilkn'II"\\\\'
NO. DATE REVISIONS
DATE: 01/29/01 CHECKED BY: MAN.
1 6 GA. 8- STEEL
STUD fRAMINC
PROVIDE 1 HOlE
WA'V(GUIDE BOOT
(MICROfUCT IBSJSA)
(T'r?)
ANQ-IOR 10 .. ASONRY
wAlL
~
W"'
N 00
........ Sa..
It) ~~
N ..~
'"~
WICROflECT 181118
12 HOlE WA\lEGUIQ[
ENIRY. BOTH SIDES
~
CCWTINUOUS SEAlANT
9[AO All SlOES (T'r?)
2~ 1/2"
wA\I(GUIOE
(N TRY PORT
, 6 CA. 8- STEEL
Slue fRAWlNG
2:14 WOOD FRAMINC
PROVlQ[ F1RE5AfING
INSUlATION IN CPENINC
Afl1:R CAIl1L
INS1 AU.A nON
BlOCK
AND BRICK
~
~~
CD ;~sTRY P ANEL DETAILS
Sprint Spectrum,
L.P.
~
SHEL TER OEl AILS
SITE NUMBER
DRA'MNG NUMBER
RE
IN54XC303C
Al
2'-4" LAP FOR
M~ BOND BEAMS
Q~~ICAL REINFORCING PATTERN
FIRST GROUP ENGINEERING INC"
CONSULTING ENGINEERS
5714 If. 74TH STREET. INDIANAPOUS, INDIANA
PH. (317) 290-9549 FAX (317) 290-9560
L
(2 GRADE S.P.F. 2.8 RlOGE
T't'P.)
1!III!i~
III I~-
_~II -: --
-~m:~-
HaRZ. JOINT
REINF. 0 ALTERNATE
COURSES
"-6"
17' -0"
~'f)ir:!,l~"'~....
-$>~ ~~CE r.,.....
~~~~~:......~: S3. v
i~ o.~f3.STi:::;,....' %
"'-J I~~\ '\
(No.. <"
~ 1-8417 i ~
. t:::t:::..
'.STATE OF' : ~ ~
...~l)., .... ~.~
~" ...........r:!i' ./
. vlONAl t.~,\,,:,
;;~Il~>~~
~ Sprint Spectrum, L.P.
<0
I
I
OWENS CORING' "SUPREME 30'
SINGlES OR EQUAL FOR A
SLA TE GRAY, UL QASS A FIRE RATING
AND 80 mph ""NO
OVER 30# FEL T
MUST COMPLY", /
ASTM E 108, QASS A
ASTM 0 3161
ASTM 0 3018, TYPE 1
ASTM 0 228
ASTM 0 3462
UL 790. QASS A
AND UL 997
ON 'OP OF 151 FEll
1/2" ANCHOR BOLT 0 4'-0" ON C.
w / WASHER AND NU T
1/2" cox SHEATHING ./CtlPS
12 GRAOE S.P.F. 2.8 TOE PLATE
12 GRADE S.P.r. 2.4 BANO BOARD
12 GRADE S.P.F. 2.4 OUTRIGGER
PR[FINISHED METAL DRIP EDGE
PREflNISHEO CONTINUOUS 6"
AlUMINU~ GUTTER
1.8 f ASCJA . /PRE FINISHED
AlUMINUlI ClAOOING
PR[FINISHED ALUMINUM PREfA8R1CATED
SOFfiT .j'lENTS
106 FASCIA .jPRUINISHEO
AlUMINUlI CLADOING
SHEL TER DEl AILS
SITE NUMBER
DRAWING NUMBER
RE
f2 GRADE S.P.F. 2.6 RAFTERS 0 16" O.C.
20'-0"
@~~L~F,/~"R~A~~~G PLAN
ZAMPER
lJ8B QUEENS WAY
CARMEL. IN -460.32
HAMIL TON COUNTY
A-
-".
12 GRAOE S.P.F. 2.6 RAF'ltRS 0 16" O.C.
(T't'P.)
f2 GRADE S.P.F. 2.6 CE1UNG JOIST 0 16" C.c.
(TW.)
:...
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IN54XC303C
A2
'"
I
CD~~ICAL SECTION
1'-6.
Sprin t Spectrum, L.P.
9801 W. HIGGINS ROAD, SUITE 220
ROSEMONT, IlliNOIS 60018
CONSTRUCTION DRA'MNG FOR
51 TE NO. IN5-4XC.30.3C
NO. OA'It REVISIONS
DATE: 02/05/01 CHECKED BY: M.A.N.
I
PLANTING NOTES
. .~
'i'~~
",~t:..
10
I
I
I
I
I
I
I
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I
01
I ~ * I
I \ \ I
I . .:
L_____________
_ _____________ ___________J
. CONCRETE STOOP NEW DEMARC
THESE PLANS HAIlE BEEN PREPARED TO MEET APPliCABLE CITY LANDSCAPE
ORDINANCES. THESE DRAWINGS ARE IN NO WAY AN INDICATION or
APPROVAL OF ANY ITEM(S) PERTAINING TO THE CONSTRUCTION OF THIS
PROJECT, OTHER THAN PLANTS AND LANDSCAPING MATERIAL.
SOIL CONOITIONS HAIlE NOT BEEN TESTED. IT IS THE RESPONSIBILITY
or THE LANDSCAPE CONTRACTOR TO NOTIFY THE OWNER'S REPRESENTATlIIE
IF ANY CONDITIONS ARE NOT SA TIsr ACTORY.
1. LANDSCAPE CONTRACTOR (CONTRACTOR) SHALL VISIT JOB SITE, INSPECT EXISTING
CONDITIONS AND REVIEW PROPOSED PLANTING AND RELATED WORK. IN CASE OF
DISCREPANCY BETWEEN PLAN AND PLANT LIST. PLAN SHALL GOIlERN OUANTlTlES.
2. ALL UNOERGROUND UTllITIES SHOULD BE LOCATED IN THE FIELD PRIOR TO
COMMENCEMENT OF WORK.
5'-0.
MAX.
(TYP.)
10'-0. MAX.
(TYP.)
/ LIMITS OF CONSTRUCTION
LANDSCAPE CONTRACTOR
SHAlL REPAIR DISlURBED AREAS
WITH SEED AND STRAW MULCH
-- ----------------
* 0:
*
*
*0'-0"
'*
*
NOTE:
ItOr------
PROPOSED SUGAR MAPLE '
SEE PLAN TlNG DEl AIL f'I:1 : )
~ I
I
I
I
I
PROPOSED r ARBORVITAE --------1-~
SEE PLANTING DETAIL ~ ~
~
ACER SACCHAURM
SUGAR MAPLE
7'
3. CONTRACTOR WILL SUPPlY FINISHED GRADE AND EXCAVATE AS NECESSARY TO
SUPPLY.. TOPSOIL DEPTH IN ALL PlANTING BEDS.
.. ALL PLANT MATERIAL TO BE PREMIUM GRADE NURSERY STOCK. PLANT MATERiAl
SHAlL CONFORM TO THE CODE OF STANDARDS SEl BY .THE AMERICAN STANDARDS
FOR NURSERY STOCK.. NO BARE ROOT OR PARK GRADE MATERIAL WILL BE ACCEPTED.
5. GUARANTEE OF PLANTS FOR ONE (1) YEAR SHALL BEGIN AFTER ACCEPTANCE BY
OWNER AND/OR PROJECT REPRESENTA TIllE. THE CONTRACTOR SHAll GUARANTEE ALL
PLANTS TO BE IN A HEAL THY. \/IGOROUS CONDITION FOR A PERIOD or ONE (1) YEAR
FOLLOWING ACCEPTANCE. CONTRACTOR SHAlL REPLACE. WITHOUT COST TO OWNER.
ANY DEAD OR UNACCEPTABLE PLANTS.
6. THE CONTRACTOR SHALl ASSUME ALL MAINTENANCE RESPONSIBILITIES FOR A
MINIMUM OF ONE (1) YEAR. MAINTENANCE SHALL INCLUDE WATERING. WEEDING. AND
OTHER OPERATIONS NECESSARY TO KEEP PLANT MATERIAL IN A THRIVING CONDITION.
7. AlL LANDSCAPE AREAS SHALL HAIlE PROPER DRAINAGE THAT PREIlENTS EXCESS
WATER FROM STANDING AROUND TREES.
PLANT SCHEDULE
OUANTITY
SCIENTIFIC NAME
COMMON NAME
SYMBOL
SIZE
20 THU.lA OCCIDENTALS 'TECHNy' MISSION ARBORVITAE
*
7 C. Y. SHREDDED BARK MULCH
* CALIPER SHALl BE 2 1/2" MEASURED AT .0. ABOIIE GRADE.
8. MULCHING AND WATERING or ALL TREES SHAll BE IMMEDIATELY OR \\1THIN 16 HOURS
AFTER INSTAllATION.
x
...
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. ~
0>-
I~
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r-----<-~---------------,-..... L \ 1-... ~ :
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SPECIFIED PLANTING MIX
WATER AND TAMP TO
REMOVE AIR POCKETS
9. IT IS INTENDED THAT THIS SITE WILL MATCH EXISTING GROUND ELEVATIONS AND WILL
MAINTAIN EXISTING DRAINAGE PATTERNS 'MiERE APPLICABLE.
;.,
* PLANT SO THAT TOP or
ROOT BALL IS EVEN WITH
THE FINISHED GRADE.
FORM SAUCER \\1TH A
4" CONTINUOUS RIM
MULCH TO DRIP LINE
." DEEP
l. \ ~ I
<....
< 1
<I
PLANTING MIX TO BE
2/3 TOPSOIL AND
1/3 SPHAGNUM PEAT
CUT BURLAP AND ALL
STRING A WA Y FROM TRUNK
DO NOT LEAlIE BURLAP EXPOSED
L .\
/,
<....
, < I
L I
,
<...
L ,
< I
C)PLANTING DETAIL
L1 SCALE; NONE
< I
-------------------------
"
,
,
\
\
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< 1
I !.Deb - JD ft.
G)SITE ELEVATION
L1 SCALE; NONE
\\\"H"iij"'li,1" .
....\..\ ...tC'E C "?j,,j,.
~...' (".....~\, . ('> """~
.;:;~" ........ UU"'.o
I ~ ...~~S T f~.....~ \.
i! "'V .. n."v No. ~ ~ f(\ 'i
o ,- '"' . ...
r . -
i 18417 E cr~
~ \ STATE OF' : 1..4J~
~'\~ ....#li
~~n-";':"'...'.'.':"C~ ...I
~?ONAL t.~~", .
"'\V'I$.n;~1J~l'1'~ ~ 1. .{
C ~,tI/
__ Sprin t Spectrum, L.P,
C);C~~~~C:~.E DETAIL
ID D I 10
~-_.w I
FIRST GROUP ENGINEERING INC.
CONSULTING ENGINEERS
5714 ". 74TH STREET. INDlANAPOUS. INDIANA
PH. (317) 290-9549 FAX (317) 290-9560
ZAMBER
1388 OUEENS WAY'
CARMEL. IN, 46032
HAMIL TON COUNTY
~ Sprint Spectrum, L.P.
9801 W. HIGGINS ROAD, SUITE 220
ROSEMONT. ILLINOIS 60018
CONSlRUcnON DRAWING I'OR
SITE NO. IN54XC303C
LANDSCAPE PLAN AND DET~LS
1 5 31 01 SUGAR MAPlE TREES
NO. DATE REVISIONS
DATE; 05/01/01 CHECKED BY; MAN.
SITE NUMBER
DRA\\1NG NUMBER
IN54XC303C
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Jun 15 01 01:08p
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317 585 8224
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CITY OF CARMEUClA Y TOWNSHIP
BUILDING PERMIT
LOT NO.
Type of Construction: OTHER
Type of Improvement: CELL TOW
APPROVAL STAMP
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RELEASED FOR CONSTRUcnON subject
to compRcnce wIIh an Regulations of -
state and LocoJ Codes OEPT OF
COMMUNlIVSERVlCES CIlV OF
CARMEL I ClAY TOWNSHIP INDIANA
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PERMIT NO. 2001.0627.B
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DATE: 0611512001
CONTRACl'OR :JAY LEMMON, Q SERVE COMMUNICATIONS
TENANT:
OWNER: EDWIN C & DONNA B ZAMBER
SITE ADDRESS: 1388 QUEENS WY
SUBDIVISION:
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ZONING; -
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POST: l\IIUST BE VISmLE FROM STREET
This BUilding Permit must be posted with this side visible from the street prior to
inspections and must stay posted until ALL inspections have been approved. ANY
. FAILURE TO COMPLY WTI..L RESULT IN A REFUSAL OF INSPECTION.
NOTICE -
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THIS CONSTRUCTION
The Carmel \ Clay Zoning Ordinance provides for a penalty
any construction is continued wittout having any one of the
following inspections scheduled. performed. and approved.
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IS NOT APPROVED
FOR OCCUPANCY
This penalty will be based on the fee structure in Ordinance
Z.289, 1993.
This oenaltV also apolies toanv construction that is found to
be occupied before a Certificate of Occunancy is issued.
This is to certify that a buDding permit has been .issUed on this pl'Oject\building ia accordance with the OnfiDances of
the City or Carmel\CJay Township.
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DEPARTMENT OF COMMlJNITY SERVICES
. BUILDING PERMITS DIVISION
1 Gvic Square
Carmel, IN 46032
31 571-2444
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. fC'D AUJG 242001
City of Carme .
DEPARTMENT OF COMMUNITY SERVICES
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Michael P. Hollibaugh
Director
August 23,2001
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Mr. Jay Lemmon
Q Serve Communications
4515 South High School Road
Indianapolis, IN46241
RE: Revocation of Permit No.627.0l
Dear Mr. Lemmon:
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Pursuant to the authority vested in me by the general ordinances of the jurisdictional :3Iea
of the City of Carmel, Indiana, under whose jurisdiction a.Ii improvement location permits
(building pennits) are issued for that City and for Clay Township, Indiana, I hereby
. revoke the above referenced permit.
This office has determined that, prior to the issuance of a permit for the proposed
"Equipment Shelter", on the "Lease Area" (as described in your Application for
Improvement Location Pemrlt), the "Parent Tract" should have been divided into tw~l (2)'
or more smaller parcels. Under Chapter 3 of the Cannel Clay Zoning Ordinance, this:
constitutes the subdivision ofland requiring plat approval by the Plan Commission.
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Should you desire to submit an application for plat approval, you may contact Jon
Dobosiewicz of this Department to discuss the necessary process.
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H~<!!,lr._. A . ..
~Hollibaug)l.
Director
Department of Community Services
CC: James A. L. Buddenbaum, Attorney for Spri,nt Spectrum, LP~
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ONE CIVIC SQUARE CARMEL. INDIANA 46032 317/571-2417
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United States of .-\meric~l
Federal Communications Commission
R.!\.DIO STA.T!0NAUTHORlZ..!\.TION
Commercial Mobile RndioScn:ices
Personal Communications Service - Bro:ldb~lnd
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WIRELESSCO, L.P.
9221 Ward' Parkway
Kansas City, MO 64114
Call Sign:
Market:
KNLF_2~1_
M031
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INDIANAPOLIS
Channel Block: A
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File Number:
00058-CW-L-95
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The licensee hereof is authoriz.:d, for the period indicated, to construct and operate radio transmitting facilities in
accordance with the terms and cenditiens hereinafter described. This authorizalion is subject to the previsions of
the Cemmunications Act of [934, as amended, subsequent Acts afCongress, international treaties and agreements
to which the United States is a signatory, and all pertinent rules and regulations afthe Federal Cammunicatians
Cammission, contained in the Title 47 of the U.S. Coce of Federal Regulalions.
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Initial Grant Date. . . . .
Five-year Build Out Date.
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June 23, 1995
June 23, 2000
June 23,2005
Expiration Date. . . . . .
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CONOITrONS :
Pursuant to Seclian 309(h) af the Cammunicaliens Act ef 1934, as amend.:d, (~7 U.s.C. ~ 309(h)), t.,is license
is subjecl to the following condilions: This license does nal V~SI in the licensee any right to ope~le a stalion nor
any right in the use of frequencies beyond the term thereof nor in any ather manner than authoriud herein. Neither
this license nor the right granted thereunder shall be assigned or otherwise transferred in vielatian efthe
Communications Act af 1934, as amended (47 U.S.C.g.151, et seq.). This license is subject in terms to the
righl of use or contra [ conferred by Section 706 of me Cammunications Act ef 19j4, as amended
(47 U.S.C. 9606).
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Conditions con,tinued an Page 2.
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WAIVERS:
No waivers associaled with this authorizalion.
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Issue Date: June :23, 1995
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KNLF261
W1RELESSCO, L.P.
CONDITIONS:
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This authorization is subject to the condition that. in the event that s)'sler:1S using the S:l:ne frequencies
as granted herein are authorized ill an adjacent foreigR territory (Canada/United States). future
coordination o(any bas~ station transmitters within 72 km (45 miles) of the United States/Canada border
shall be required to eliminate,any harmful interference to operations in the adjacent foreign territory
and to ensure continuance of equal access to the frequencies by both countries.
. 'This authorization is subject to the condition that the remaining bal~~e of the w::ming bid amount will
be paid in accordance with Part I of me Commission's rules, 47 C.F.R. Part I.
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D::.O':-" 1 r"~-1
fssue Date: June 23, 1995
00058-CW-L-9:
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