HomeMy WebLinkAboutMiscellaneous - 723 OSGOOD STREET 14ORIP!-1
Town of North Andover -
4.9 n s
Office of the Planning Department
Community Development and Services '
Osgood banding
1600 Osgood Street
Building#20,Suite 2-36q ,
North Andover,Massachusetts 01845 M A; ,
P(978)688-953a
P(978)688-9542
Frank Kelley
AT&T Mobility
580 Main St.
Bolton,MA 01740
August 21, 2008
Dear Mr. Kelley,
At their regularly scheduled Planning Board meeting on August 19,2008,the Planning Board for the town
of North Andover voted to waive the requirement for a Wireless Special Permit per the North Andover
Z ling Bylaw Section 8.9(7)for property located at 723 Osgood Street a/k/a Stevens Estate,North
Andover,MA. The waiver request was granted based on the following information:
• Section 8.9.(7)of the town of North Andover Bylaw states a modification of wireless service will
require a new Special Permit if there is additional equipment installed or additional height not
specified in the original design or when the applicant wants to change the number of facilities
permitted on the site or change the technology used for the wireless service.
• There will be no new equipment added since the proposal is to swap out three existing antennas for
three new antennas.The height of the pole will not change and there is no additional equipment
being added to the site.
• The technology used in the facility will not change.The existing radome,which encloses the
antennas,will be replaced along with associated jumper cables, CCU and PDU units. The latter
units are located in an existing telco rack.
If there are any questions,please let me know.
Regards,
Judi Tymon,AICP
Town Planner
cc:Jerry Brown, Inspector of Buildings
BOARD OF APPEALS 688-9541 BUILDING 6W9545 CONSERVATION 688.9530 HEALTH 688-9340 PLANNIN0 6M9535
NOWNRUDINICK
121
South Main
Edward D.Pare,Jr. Street
direct dial:(401)276-2639 Providence
epare@brownrudnick.com Rhode Island
02903
tel 401.276.2600
fox 401.276.2601
July 18, 2007
HAND DELIVERED
Town of North Andover Town of North Andover
Town Clerk Planning Board
120 Main Street c/o Mary Ippolito
North Andover, MA 01845 1600 Osgood Street
North Andover, MA 01845
RE: Renewal/Issuance of Special Permit—Sprint Spectrum L.P. d/b/a Sprint PCS and
New Cingular Wireless PCS LLC for a Wireless Services Facility Located at
b Stevens Estate, 723 Osgood Street,North Andover,Massachusetts
r
0
W Dear Ms. Ippolito:
n
r
U On behalf of Sprint Spectrum L.P. d/b/a Sprint PCS ("Sprint PCS") and New Cingular
Wireless PCS LLC ("Cingular") (Sprint PCS and Cingular collectively may be referred to as
"Applicants" herein) please accept this letter, application and enclosed materials as Applicants'
C request to renew the above-referenced special permit. We look forward to presenting our
request to the North Andover Planning Board at an upcoming public hearing.
M
If you have any questions,please do not hesitate to contact me at (617) 856-8200, ext.
2639.
Very truly yours,
BROWN RUDNICK BERLACK ISRAELS LLP
By:
Edwar . Pare Jr.
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EXHIBITS
Exhibit A Application for Special Permit
Exhibit B Affidavit of Radio Frequency Engineer—Sprint PCS
Exhibit C Certificate of Insurance—Sprint PCS
Exhibit D NEPA RF Compliance—Sprint PCS
Exhibit E Affidavit of Radio Frequency Engineer- Cingular
Exhibit F Certificate of Insurance - Cingular
Exhibit G Report of Radio Frequency Compliance - Cingular
Exhibit H Noise Study
Exhibit I Plans
TOWN OF NORTH ANDOVER
Compliance with Zoning Bylaw
Pursuant to Section 8.9(12) of the Town of North Andover Zoning Bylaw(the "Bylaw"),
a special permit may be renewed under the same criteria as the original special permit. While
Applicants acknowledge that this application for renewal is made after the expiration date,
Applicants have provided evidence with this application to demonstrate that Applicants still
satisfy the criteria for approval of a Special Permit pursuant to Sections 8.9 and 10.31 of the
Bylaw. Additionally, as noted below, Applicants respectfully request waivers from certain of
the application filing requirements in light of the fact that the wireless service facility(the
"Facility")has been constructed and operational for over two years.
8.9(5)(d) Application Filing Requirements
(i) General Filing Requirements
Applicants have provided the required information on the application form.
Additionally, signs are posted at the Facility with the required emergency contact information.
Original signatures of the attorney in fact for two licensed carriers are contained on the
application form as is the signature of the property owner,the Town of North Andover.
(ii) Location Filing Requirements
The plans previously approved and endorsed by the North Andover Planning
Board(the "Board") are included as part of the application package which provides all of the
identifying information. Applicants have also included a copy of the Town zoning map with the
Stevens Estate parcel identified. In light of the existence of the Facility, Applicants respectfully
request a waiver from the Board with respect to requirements (4) and(5) of this section of the
Bylaw which require a map showing all other preexistent and approved wireless service
facilities in North Andover and outside North Andover within one mile of its boundary and
located by latitude and longitude. Applicants respectfully suggest that such information is not
needed for a thorough review of the existing Facility. Applicants have provided evidence with
this application which demonstrates the ongoing need for the Facility.
(iii) Siting Filing Requirements
The plans previously approved and endorsed by the Board are included as part of the
application package which provides all of the required information.
(iv) Sight Lines and Photographs as Described
As the Board is aware,this Facility has been operating for a period of time. The flagpole
style monopole has been located at the site and Applicants respectfully suggest that the
r
information in this section of the Bylaw is not needed for a thorough review of the existing
Facility. Applicants have provided evidence with this application which demonstrates the
ongoing need for the Facility.
(v) Design Filing Requirements
As the Board is aware,this Facility has been operating for a period of time. The flagpole
style monopole has been located at the site and Applicants respectfully suggest that such
information is not needed for a thorough review of the existing Facility. Applicants have
provided evidence with this application which demonstrates the ongoing need for the Facility.
(vi) Noise Filing Requirements
We have provided a recent noise study at Tab H.
(vii) Radiofrequency Radiation (RFR) Filing Requirements
We have provided recent information with respect to radiofrequency emissions at Tabs
B, D, E & G.
(viii) Federal Environmental Filing Requirements
No Environmental Assessment is required to be submitted to the ROCC. Applicants
respectfully suggest that such information is not needed for a thorough review of the existing
Facility. Applicants have provided evidence with this application which demonstrates the
ongoing need for the Facility.
10.31 Conditions for Approval of Special Permit
1. The Special Permit Granting Authority shall not approve any such application for a
Special permit unless it finds that in its judgment all the following conditions are
met:
a. The specific site is an appropriate location for such a use, structure or condition;
As evidenced by the materials provided with this application, specifically the
Affidavits of Radio Frequency Expert,the site is still necessary for use by
Applicants to provide adequate wireless telecommunications service to this area
of the Town of North Andover. The renewal or issuance of the special permit
will not be detrimental to the public good and will, in fact, promote additional
safety and convenience to the public by maintaining enhanced means of
everyday communications to the residents and businesses in the area as well as
emergency communications. It has been shown that wireless communications
have been very valuable in times of severe weather. In some cases, as in the
devastating ice storms in northern New England in recent winters,wireless
telephones were the only means of communications for both emergency
personnel and non-emergency communications. In many locations police, fire,
EMS, hospital, electric utilities and other government employees rely on
wireless communications to expedite work, reduce response time and handle
situations more quickly with wireless telephones. According to published
reports, over 100,000 911 calls are made via cell phones on a daily basis in the
continental United States. In addition, wireless data services are use by millions
of consumers and businesses. As evidenced by Applicants' Affidavits of Radio
Frequency Expert, this Facility fills a substantial gap in coverage and allows
Applicants to link up with neighboring sites.
b. The use as developed will not adversely affect the neighborhood.
As evidenced by the use of the Site,the use has not adversely affected the
neighborhood and has enhanced communications in the area. As noted in the
original Special Permit, the Site is well suited for the facility and avoids the need
for a tower to be located on a less suitable site. Additionally, see response to
item 10.31(1)(a)above.
c. There will be no nuisance or serious hazard to vehicles or pedestrians;
Applicants are not aware of any concerns that the Facility has been a nuisance or
serious hazard to vehicles or pedestrians. The Facility does not produce any
significant adverse noise, dust, smoke or hazardous waste. Neither water nor air
quality is affected by this facility. The Facility does not create any safety or
environmental hazards as demonstrated by the materials provided with this
application. There will be no change in circulation or traffic patterns and the
Facility will not affect pedestrian movement. The Facility is unmanned and does
not generate significant additional traffic. Traffic is limited to one trip per
carrier,per month, on average,by maintenance personnel. The Facility does not
adversely affect surrounding neighbors' use and enjoyment of their property.
d. Adequate and appropriate facilities will be provided for the proper operation of
the proposed use;
As evidenced by the ongoing use of the Site, adequate and appropriate facilities
are provided to the Site. The Facility does not require municipal resources. The
Facility has no effect on water, sewer, DPW, police or fire services and has no
impact on the North Andover school system.
e. The Special Permit Granting Authority shall not grant any Special Permit unless
they make a specific finding that the use is in harmony with the general purpose
and intent of this Bylaw.
As originally approved,the existing tower is located within an appropriate
zoning district pursuant to the Bylaw. The Facility does not produce any
significant adverse noise, dust, smoke or hazardous waste. Neither water nor air
quality is affected by this facility. The Facility does not create any safety or
environmental hazards as demonstrated by the materials provided with this
application. The RF engineers for Sprint PCS and Cingular have, in their
respective Affidavits and studies, confirmed that the RFR emissions from their
respective equipment comply with applicable federal standards. There will be
no change in circulation or traffic patterns nor will the Facility affect pedestrian
movement. The Facility is unmanned and will not generate significant
additional traffic. Traffic will continue to be limited to one trip per carrier,per
month, on average,by maintenance personnel. Pursuant to the Board's
"Findings of Fact"with respect to the original special permit,the use continues
to be in harmony with the general purpose and intent of the Bylaw.
For the foregoing reasons, as well as to satisfy the mandate of the Federal Government to
facilitate competition in the telecommunications industry as set forth in the Telecommunications
Act of 1996, Applicants respectfully request that the Board grant the renewal or issuance of the
special permit to authorize the continued use of the Facility. This Application and all supporting
materials are submitted with full reservations of each of the Applicants' rights under all
applicable law.
#50227949 v1-PAREED-080563/2227
Osgood Landing
Town of North Andover
Bldg.20, S�2-36 Sing Dept.
North Andover,MA 0 184
Lincoln Daley P 978.688.9535
Town Planner F 978-688-9542
SITE PLAN REVIEW SPECIAL PERMIT
Town of North Andover Planning Board
Application for Site Plan Special Permit
Please type or print clearly:
Sprint Spectrum LP d/b/a Sprint PCS ("Sprint PCS"
2. Petitioner. New Cin ular Wireless l'CS' LLC ("Cin >>lar
) and
►�
Address:C/o Edward D. Pare frown Rudn� n.,o r., ,- _
Telephone Number: 617 856-8200 Ext. 26 r, Boston, MA
02111
Z- owners of the Land: Town of North Andover
Address: 100 Main Street
Telephone Number. _
Number of years ownership:
If applicant is not the owner,please state interest in property: Tenant
3. Request for a Special Permit under Section 8.9 of the North Andover
Zoning Bylaw to Renewal of Special Permit which allows for
the construction and operation of a 1001 tall wireless
communications facility located on Stevens Estate at 723 Osgood
Street, North Andover
4. Location of Property; 723 Ossood Street
Zoning District: Residential
Assessors: Map: 35 Lot# 23
Registry of Deeds: Book#: 419 7 Page#6 3
—_�
5. Existing Lot
Lot Area(Sq,Ft): 150± Acres Brtitdittg Height: 100'
Street Frontage; 3640± Side Setbacks: 749+
Font Setback: 8 9 9 1 Rear Setback 1689+
Floor Area Ration: N/A Lot Coverage: N/A
6. Proposed Lot(if applicable): N/A
Lot Area(Sq.Ft.): Building Height:
Street Frontage: Side Setbacic:
Front Setback: Rear Setback
Floor Area Ratio: Lot Coverage:
7. Required Lot(as required by Zoning Bylaw);
Lot Area(Sq.Ft.): 87,120 Building Height: '151
Street Frontage: 175' _ Side Setbacks 3p I
Front Setback: 30 Rear Setback 30'
Floor Area Ratio: NIA Lot Coverage: WA
8. Existing Building(if applicable):
Ground Floor(Sq.Ft.) #of Floors
Total Sq.Ft.; Height:
Use: Type of Construction:
9. Proposed Building:
Ground Floor(Sq.FL) N/A #of Floors
Total Sq.Ft.; Height:
Use: Type of Construction:
111. Has there been a previous application for a Special Permit from the Planning
Board on these premises? Yes If so,when and for what type of
construction? November 14, 9001 for Game it-qt-
11.
tGP11. Petitioner and Landowner signature(s):
Every application for a Special Permit shall be made on this form which is
the official form of the Planning Board. Every application shall be filed with
the Town Clerk's Office. It shalt be the responsibility of the petitioner to
famish all supporting documentation with this application. The dated copy
of this application received by the Town Clerk or Planning Office does not
absolve the applicant from this responsibility. The petitioner shall be
responsible far aH expenses for filing and legal notification. Failure to
comply with application requirements,as cited herein and in the Planning
Board Rules and Regulations may result in a dismissal by the Planning
Board of this application left-
Petitioner's Signature: -
Edward are, Jr. ,Attorney in Fact for
Spri 'S and Cingular
Print or type name here: -WA) .d --AIAdIV VII^
Owner's Signature• - (�( ,(�ci
Print or type name here:
PROJECT REVIEW FEES
AFFIDAVIT
of
RADIO FREQUENCY ENGINEER
The undersigned,being first duly sworn,hereby states the following in support of
the application(the"Application")by Sprint Spectrum L.P. d/b/a Sprint PCS ("Sprint
PCS") to renew the special permit relating to operation of wireless telecommunications
antennas and associated equipment on the property owned by the Town of North Andover
located at Stevens Estate, 723 Osgood Street,North Andover,Massachusetts 01845 (the
"Site,):
1. I am a Radio Frequency Engineer for Sprint PCS responsible for radio frequency
design and operation in Massachusetts.
2. The list of my qualifications attached to this affidavit is true,accurate, and
complete in all material respects.
3. I have thoroughly reviewed the Application as well as all radio frequency
engineering studies, reports, and computer models prepared by Sprint PCS with
respect to the Site.
4. Sprint PCS is a communications venture committed to providing a single
integrated offering of wireless personal communications services ("PCS")by
building a national wireless network using PCS technology. PCS technology is a
new generation of wireless service that uses digital transmission to improve the
services available. It provides a clearer connection and fewer dropped calls for its
users, and better accommodates the requirements of computer and telecopier
transmission.
5. In order to provide adequate coverage, Sprint PCS must have in place a system of
"cell sites"to serve portable wireless communication handsets and mobile
telephones. These cell sites consist of anantennamounted on a pole,building or
other structure, connected to a small equipment cabinet located near the antenna.
The antenna feeds the low power radio signal 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 anywhere in the world.
6. Cell sites are integral to Sprint PCS's network. 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.
I
7. The Site remains critical to the overall engineering and technical plan of Sprint
PCS's network. The Site connects to adjacent sites in Lawrence, and Haverhill
and provides coverage to the residents of North Andover as well as the
surrounding towns of Andover and Boxford
8. The Site is the only existing structure sufficient for antenna attachment purposes
in the area. Accordingly, if Sprint PCS isnot granted the renewal of the special
permit, then Sprint PCS will have to construct a new tower facility in order to
provide adequate service coverage to the Town of North Andover.
9. In my professional opinion,without a wireless transmission facility located at the
Site,there will be a substantial gap in Sprint PCS's wireless PCS coverage. This
gap would adversely impact the service Sprint PCS is able to provide to the
citizens of North Andover and the commuters traveling on the main roads through
and around North Andover, including Osgood Street(Rt. 125) and Great Pond
Road(Rt. 133)
10. The result of such a gap will be an abrupt and complete loss of signal at the time
that an individual enters the gap area. Unlike other wireless technologies,in
which diminished coverage may result merely in a weaker, or less clear,
transmission,PCS technology simply cuts off when encountering such a gap. The
transmission is not restored when the gap is over. Rather, the individual must
reinitiate the communication.
11. The radio frequency exposure levels generated by the facility at the Site are
substantially below the applicable safety standards established by the FCC.
Additionally,the Site complies with the applicable standards of the Federal
Aviation Administration and the American National Standards Institute.
Executed this A 5— day of 00�-* I , 2007.
(J 4 w
0& t
COMMONWEALTH OF MASSACHUSETTS
COUNTY OF
In in said County and State on the ZJ day of
p�i 1 , 2007,before me personally appeared to
me known and known by me to be the person(s) executing the foregoing instrumbrit, and
he/she/they acknowledged said instrument to be his/her/ eir free act and deed.
Notoy P b is
My Commission Expires:
"Notary Public"
jadyn Rose Massachusetts is
`I�YJ
Commonwealth of Massachusetts
My Commission Expires 0 March 22,2013
F
William M. Hastings
275 Dale Street
North Andover,Ma.01801
(978)794-4821
EDUCATION Ward College of Technology
University of Hartford,West Hartford,CT.
Bachelor of Science in Electronic Engineering Technology
December 1989
TECHNICAL SKILLS Performance Engineering of an AT&T Autoplex Analog&PCS CDMA Cellular System
Initial RF site plan design,candidate evaluation,selection,and antenna recommendations
Hands-on experience with various RF data acquisition,analysis,and processing tools
Troubleshooting experience with microprocessors,D/A converters,and transistors
RELATED EXPERIENCE Sprint,Burlington,Ma.
PCS cellular carrier providing CDMA digital service throughout New England
RF Design Manager: Responsible for managing the design of an RF cell site plan,using
RF propagation tools optimized with drive test data.
Full time March 1996-Present
Bell Atlantic NYNEX Mobile Communications,Woburn,MA
Cellular carrier providing B band cellular service throughout New England
RF System Performance Engineer.Responsible for the performance of up to 70 existing
cell sites in MA and NH and the integration of new cell sites. Customized test equipment
hardware and software for ease of use. Evaluated and recommended test equipment
Full-time March 1994-March 1996
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ACORU. CERTIFICATE 4F LIABILITY INSURANCE 04/012007 oar 0os'
PRODUCER LOdcton Canpan�es THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION
ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE
444 W.47th Stred,Suite 900 HOLDER.THIS CERTIFICATE DOES NOT AMEND, EXTEND OR
Kansas City Mo 64112-1906 ALTER THE CQVERAGE AEFORDED BY THE POLIC ES BELOW,
(816)960-9000 INSURERS AFFORDING COVERAGE
INSURED SPRINT SPECTRUM LP. INSVRERA: U C .
14971 6480 SPRINT PARKWAY INSURER RIC N CASPAM CO.of Readjigg.PA
OVERLAND PARK,KS 66251 INSURER c, TRANSPORTATION INS NCE CO.LA XN
INSURER p GREAT AMBRICAN ASSURANCE CO.
INSURER E,
COVERAGES SPRC001 DE
THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED.NOTWITHSTANDING
ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR
MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,EXCLUSIONS AND CONDITIONS OF SUCH
POLICIES.AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS.
INSR POLICY EFFECTIVE POUCY EXPIRATION
TR TYPE OF INSURANCE POLICY NUMBER DATE MWDDIY DATE MMIDDIYY LIMITS
GENERAL LIABILITY EACH OCCURRENCE $ 2,000-000
A X COMMERCIAL GENERAL LIABILITY OL 20 7959 3819 04/01/2005 04/01/2008 FIRE DAMAGE An one fire $ XXXXXXX '
CLAIMS MADE I OCCUR MED EXP(Any we personj $ X 0<XM
X CONTRACTUAL PERSONAL&ADV INJURY $ 2.000.000
X 'TENANTS LEGAL LIAR GENEP.A-AGGREGATE $ 10,000,000
GEN'L AGGREGATELNIT APPLIES PER; PRODUCTS-COMPIOP AGG $ 3.000 000
X POLICY JECOT LOC
AUTOMOBILE LIABILITY ,COMBINED SINGLELIMR $
A X ANY AUTO BUA 20 7959 3$36 04/01/2005 04/Oi200$
(Ea ecddent> 2,000,000
ALL OWNED AUTOS '
BODILY INJURY ; XXXXX)CK
SCHEDULED AUTOS (Per pwson)
HIRED AUTOS
BODILY INJURY XXXXXx3C
NON•OWNED AUTOS (Par accident)
PROPERTY DAMAGE= XXXXXXX
(Per accident)
GARAGE LIABILITY AUTO ONLY.EAACCIDENT $ XX7IXXXX
ANY AUTO NOT APPLICABLEorWER THAN EAACC XXXXXXX
AUTOONLY: AGG S XXXXXXX
EXCESS LIABILITY EACH OCCURRENCE 1QOOQ000
X OCCUR 7 CLAIMS MADE UMB9251592 O4/Ol/2006 04/01/2007 AGGREGATE + 100Q00
1JIH8RELJJi X)�{XXX
DEDUCTIBLE FO:t11 $ XXX)=
RETENTION $ $ Y)XXXXX
B WORKERS COMPENSATION AND WC 20 7959 3786(A05) 04/01/2005 04/01/200$ X To STATU• 0TH•
EMPLOYERS LIABILITY
C WC 20 7959 3772(AZ,OR WI) 04/01/2005 04/01/20W E.L.EACH ACCIDENT $ 1000 000
$ W C 20 7959 3805(CA) 04/01/2005 04/01/2008 E.L DISEASE.EA EMPLOYEE ! 1,000,000
000
B I N/A IN MONOPOLISTIC STATE E.L.DISEASE•POLICY LIMIT $ ! 000 000
OTHER
DESCRIPTION OF OPERATIONSILOCATIONSIVEHICLESIEXCLUSIONS ADDED BY ENDORSEMENTISPECIAL PROVISIONS
*FIRE DAMAGE IS INCLUDED IN BROADER TENANT'S LEGAL LIABILITY FORM WITB LIMITS OF 51,000,000 PER OCCURRENCE. CERTIFICATE
HOLDER IS AN ADDITIONAL INSURED AS RESPECTS LIABILITY COVERAGE,ONLY AS REQUIRED BY CONTRACT.RE:INSTALLATION,
OPERATION&MAINTENANCE OF TELECOMMUNICATIONS EQUIPMENT:
LEASED LOCATION:-MUNICIPAL BLDG.,120 MAIN STREET,NORTH ANDOVER,MA SITE ID:BS54XC860-A
CERTIFICATE HOLDS ADDITIONAL INSURED INSURER LETTER: CANCELLATION
1171264 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION
TOWN OF NORTH ANDOVER(MUNICIPAL BLDG) DATE THEREOF,THE ISSUING INSURER WILL 5NDEAVOR-T6-MAIL 30 DAYS WRITTEN
ATTN;RAY SANTILLI
120 MAIN STREET NOTICE 70 THE CERTIFICATE HOLDER NAMED TO THE LEFT,
NORTH ANDOVER MA 01845 IMPOSE N AN*KIND WRONXI 46 AGENTS OR
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Sprint
Sprint Nextel - NEPA RF Compliance t'ri nt
Together with NEXTEL
6240 Sprint Parkway, Overland Park, Kansas 66251 -Office(913)762-9233-Fax(913)523-0436
Date: January 29, 2007
To: Town of North Andover
Attn:
From: David Kirk
Site Address: 723 Osgood Street,North Andover,MA 01845
Site Description: flag pole
Site Owner: Sprint Nextel
The purpose of this letter is to demonstrate compliance with Federal Communication
Commission ("FCC") standards in regard to the electromagnetic emissions from the
antennas located on the flag pole at site BS54XC860 at the following address:
723 Osgood Street, North Andover, MA 01845.
The FCC, in regulating electromagnetic radiation, applies a modified version of the
standards developed by the American National Standards Institute("ANSI") and the
Institute of Electrical and Electronics Engineers ("IEEE") to include the National Council
on Radiation Protection and Measurements ("NCRP") standard for Specific Absorption
Rate ("SAR"), for Personal Communication Service ("PCS")bands.These standards,
when converted to the more familiar power density specification, set a maximum power
density level for public areas at 1.00 mW/cm2(milliwatts per square centimeter)for
general population exposure and 5.00 mW/cm2 for occupational exposure. This level is
set 50 times lower than levels the standards committees felt could potentially be harmful
for constant exposure.
Our antennas are designed to concentrate the majority of their signal power out of the
front of the antenna in a very thin beam. Signal strength coming from the back of an
antenna and from positions well below an antenna is typically hundreds of times lower
than the signal in the main beam at the front of the antenna. Through software modeling
techniques, we can calculate the power density from a Sprint Nextel installation at a
variety of locations around the proposed site.
Once a site goes on-air, routine evaluations are conducted to ensure on-going compliance
with FCC regulations. We have developed several proprietary software programs to
determine power density levels and to compute Maximum Permissible Exposure
("MPE") limits. When a site is altered in such a way that would impact exposure levels, a
new analysis is performed.
The following contains information on the current FCC standards, the type of modeling
Sprint Nextel uses to ensure compliance to the standards, and the results of the study for
this particular site.
Current FCC-adopted Exposure Limits
The FCC guidelines are given in terms of mW/cm2 and the maximum limits are termed
MPE for both occupational and general cases. Because these guidelines are based upon
the same SAR limits as those in the IEEE/ANSI and NCRP guidelines, they also include
the factors of 10 and 50 for occupational and general public scenarios.
The graph in Figure 1-1 shows the current FCC MPE guidelines. The two arrows indicate
the cellular(-850 MHz) and FCS (1900 MHz)frequencies. The exposure limits for PCS,
expressed in terms of"power density", are 1.0 and 5.00mW/cm2 for general public and
occupational cases, respectively.
FCC Exposure Limits
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Frequency,MHz
Figure 1-1: FCC Exposure Limits
FCC Rules and Regulations
The pertinent regulations are contained in Sections 1.1307 and 1.1310 of the FCC rules.
Spherical Modeling
The concept of the spherical model is to assume that the Equivalent Isotropically
Radiated Power('EIRP") of the actual antenna is being applied to a point source(true
isotropic radiator). This is valid in the center of the main beam of the antenna but it
presents a worst-case scenario. The power density is then calculated by dividing the EIRP
by the surface area of the sphere (47tr2), for the distance r away from the antenna. In
general, we will consider the shortest distance between the antenna and a six (6) foot area
above the roof or ground where a person might stand. Additionally, we must multiply the
EIRP by a power reflection coefficient to account for the fact that reflections from the
roof or ground could add constructively with the incident wave at the point in question.
The equation for power density is the following:
S_ EIRP• PRC
40,z•Rd
Where:
S is power density in mw/cm2
EIRP is in watts
PRC is the power reflection coefficient(we will use 2.56 for most applications, as
specified by the EPA)
Rd is the radius, direct distance from antenna(bottom) to point of interest, meters
Cylindrical Modeling
The concept of the cylindrical model is to take the power actually delivered to the
antenna and assume it is equally distributed over the surface of a cylinder of the same
length as the antenna.If the antenna is a directional antenna then we reduce the surface
area of the cylinder by BW/360 (BW is the 3-dB beam-width in degrees). This is a good
near-field model. Additionally, if the antenna is mounted above the level, the average
power density in a 6-foot tall area immediately above the flag pole level (or where a
person might be standing or located), is reduced according to how far above/below the
person is in relation to where the antenna is mounted.
The equation for the power density is the following:
P K(H.,La)
i BW
20• 7r La •Rk
360
Where:
S is the power density in mw/cm2
Pt is the actual (or worst case assumed) power delivered to the antenna, watts
K(Ha,LQ) is the correction factor for antenna mounting height
Ha is the antenna mounting height,feet
L,, is the length of the antenna, meters
Rh is the horizontal distance along roof from antenna to point of interest, meters
BW is the 3-dB beam-width of antenna
K(Ha,La) 0.99013-0.14656*Ha 0<=Ha<6
0.17532-0.01076*Ha 6<=Ha< 10
0.06772 10<=Ha
K(Ha,L,,)makes corrections for antennas mounted lower than the roof level and for
antennas shorter than 6 feet.
PV
A
Ro�arClnndl>�
Analysis
Using Spherical and Cylindrical Modeling, Sprint Nextel performs an analysis on each
site to ensure that it complies with FCC's rules and regulations. Sprint Nextel proprietary
software is used to model radio frequency ("RF") exposure conditions on flag poles and
in any other areas that our antennas are used.
The following are a summary of the results obtained from our in-house modeling
tools for this site:
Antenna#1: Front of Antenna
Cylindrical
Model
Transmit Power 96 Watts
Frequency 1900 MHz
Antenna Height 0 Feet
Length of Antenna 4.25 Feet
Beam-width 65 Degrees
General Occupational
Exposure 1 5 mw/cm2
Limit
Percent Distance
100% 15.181 3.0362 Feet
50% 30.3619 6.0724 Feet
33% 45.5429 9.1086 Feet
5% 303.6192 60.7238 Feet
Figure 1-2: Result for BS54XC860(Front of Sprint Nextel's Antennas)
Cylindrical Model
104
9 0 �ty
80 `
70
60
-General
ZMPE 50
—occupational
40
30 -
----
20
10
0
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
Distance (ft)
Figure 1-3: Percent of MPE vs. Horizontal Distance for BS54XC860(Front of Sprint
Nextel's Antennas)
The results of the analysis show in Figure 1-3 that to incur 100% of the MPE levels, an
individual would have to be directly within 15.181 feet of the front of the antenna in its
main beam. Figure 1-3 shows how rapidly the power density levels fall off(in percent of
FCC maximum) as the distance increases.
Back of Sprint Nextel's Antennas
Cylindrical
Model
Transmit Power 0.01 Watts
Frequency 1900 MHz
Antenna Height 0 Feet
Length of Antenna 4.25 Feet
Beam-width 65 Degrees
General Occupational
Exposure 1 5 mw/cm2
Limit
Percent Distance
100% 0.0011 0.0002 Feet
50% 0.0023 0.0005 Feet
33% 0.0034 0.0007 Feet
5% 0.0228 0.0046 Feet
Figure 1-4: Result for BS54XC860(Back of Sprint Nextel's Antennas)
Cylindrical Model
100
90
80
70
60
—General
%MPE 50
—Occupational
40
30
20
10
0
1 2 3 4 5 6 7 $ 9 10 it 12 13 14 15 16 17 18 19 20
Distance (f t)
Figure 1-5: Percent of MPE vs. Horizontal Distance for BS54XC860(Back of Sprint
Nextel's Antennas)
The results of Figure 1-5 show that to incur 100% of the MPE levels an individual would
have to be directly within 0.0011 feet of the back of the antenna.
Maintenance Safeguards
If the antennas need to be moved or handled, please notify the Sprint Nextel Regional RF
Manager. You may also call the Sprint Nextel's Network Operation Center a 1-888-859-
1400 to facilitate a power down.
Sincerely,
f Y , Ix1rl-
David
Kirk
Regulatory Compliance
AFFIDAVIT
of
RADIO FREQUENCY ENGINEER
The undersigned,being first duly sworn, hereby states the following in support of
the application (the "Application")by New Cingular Wireless PCS LLC ("Cingular")to
renew the special permit relating to operation of wireless telecommunications antennas
and associated equipment on the property owned by the Town of North Andover located
at Stevens Estate, 723 Osgood Street,North Andover, Massachusetts 01845 (the "Site"):
1. I am a Radio Frequency Engineer for Cingular responsible for radio frequency
design and operation in Massachusetts.
2. The list of my qualifications attached to this affidavit is true, accurate, and
complete in all material respects.
3. 1 have thoroughly reviewed the Application as well as all radio frequency
engineering studies, reports, and computer models prepared by Cingular with
respect to the Site.
4. Cingular is a communications venture committed to providing a single integrated
offering of wireless personal communications services("PCS")by building a
national wireless network using PCS technology. PCS technology is a new
generation of wireless service that uses digital transmission to improve the
services available. It provides a clearer connection and fewer dropped calls for its
users, and better accommodates the requirements of computer and telecopier
transmission.
5. In order to provide adequate coverage, Cngular must have in place a system of
"cell sites"to serve portable wireless communication handsets and mobile
telephones. These cell sites consist of an antenna mounted on a pole, building or
other structure, connected to a small equipment cabinet located near the antenna.
The antenna feeds the low power radio signal 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 anywhere in the world.
6. Cell sites are integral to Cingular's network. 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.
7. The Site remains critical to the overall engineering and technical plan of
Cingular's network. The Site connects to adjacent sites in Lawrence and provides
coverage to the residents of North Andover as well as the neighboring town of
Lawrence.
8. The Site is the only existing structure sufficient for antenna attachment purposes
in the area. Accordingly, if Cingular is not granted the renewal of the special
permit, then Cingular will have to construct a new tower facility in order to
provide adequate service coverage to the Town of North Andover.
9. In my professional opinion,without a wireless transmission facility located at the
Site, there will be a substantial gap in Cingular's wireless PCS coverage. This
gap would adversely impact the service Cingular is able to provide to the citizens
of North Andover and the commuters traveling on the main roads through and
around North Andover, including Routes 125 and 133.
10. The result of such a gap will be an abrupt and complete loss of signal at the time
that an individual enters the gap area. Unlike other wireless technologies, in
which diminished coverage may result merely in a weaker, or less clear,
transmission, PCS technology simply cuts off when encountering such a gap. The
transmission is not restored when the gap is over. Rather, the individual must
reinitiate the communication.
11. The radio frequency exposure levels generated by the facility at the Site are
substantially below the applicable safety standards established by the FCC.
Additionally, the Site complies with the applicable standards of the Federal
Aviation Administration and the American National Standards Institute.
Executed this .�1 s day of NAXOH 52007.
COM ONWEALTH OF MASSACHUSETTS
COUNTY OF WORCESTER
In, in said County and State on the day of
2007,before me personally appeared Jobe -v },4K�_,to me
known and known by me to be the person(s) executing the foregoing instrument, and
he/she/they acknowledged said instrument to be his/her/their free act and deed.
1��'"
M/
Notary Public I IF
My Commission Expires:
& CONSUELO M.WAPPEL
d*
Notary Public
Commooweaith of Massachusetts
Commission Expires
.,j August 24,2012
JOSE ROBERTO G. MARIANO Radio Fi7equency Engineer
19 Barbara Jean St., Grafton, MA 01519
mobile: (617)460-4072
e-mail. 1obet.mananoOcrngular com
SUMMARY OF EXPERIENCE
• Design expansion and capacity sites for cdlular/TDMAfGSM carriers
• Design repeater site location for satellite radio coverage
• Design two way paging system for paging carrier
• Evaluate candidate sites utilizing drive test data analysis
Area inspections of proposed sites, overseeing that technical requirements such as RF
isolations; radiation centers, proper grounding and antenna orientations are met
• Evaluate candidate sites utilizing the latest RF propagation tools
• Drive data interpretation and incorporation to the propagation model Atoll and Wizard
• Provided zoning support to the site acquisition teams by providing documentation, Mapinfo
plots and attending zoning hearings
• Review site construction drawings for antenna, cable and equipment configurations
• Evaluate cable sweep results for upcoming sites and cable changes
• System optimization during new site tum on and network parameter changes
• Project radio and fluency requirements
• Simulcast analysis for two way paging systems.
• Simulcast analysis for satellite radio coverage
• Traffic analysis
• System optimization during network parameter changes
• Site inspection and evaluation for build out of cellular base station equipment
• Coordinate frequency changes with neighboring carders
• Manage a team of engineers working on the paging projects
• Interfacing with PageNet's regional and corporate engineering teams, overseeing design
activities, managing workflow,and coordinating activities between RF engineering and site
acquisition teams
• Design the Voice Strewn Portland PCS system based on GSM technology using Nortel
equipment
• Determine cellular systems coverage area for design implementation and expansion
through field strength surrey
• Linked all AMPS base stations to the cellular witch by planning a cost effective microwave
backbone system
• Site selection, base station equipment installation designs, cellular and microwave antenna
configuration
• Equipment selection and purchase necessary to maintain and operate the network
EMPLOYMENT
Cingular Now AT&T Wireless—May 2006-Present
RF Engineer
LCC Intemational, Inc. McLean, VA June 1995—May 2006
Senior Principal Engineer
Market Experience:
• Cingular AMPSJTDMA/GSM—Boston, MA June 2001—May 2006
Design expansion of Cingular's Boston market
Design GSM joint venture with AT&T's Boston Market
• Nextel Iden System-Boston, MA April 2001—June 2001
Design expansion of Nextel's South Boston Market
• XM Radio—Seattle, Portland, Salt Lake City May 2400—March 2001
Team leader, responsible for XM Radio Satellite Seattle,WA, Portland,OR
and Salt Lake City, UT markets
• Nextel Iden System—South Florida July 1999—April 2004
Design expansion of Nexlel's South Florida market
• Bell South Mobility Southwest Florida Sept. 1997—May 1999
Team leader for Bell South's GSM Southern BTAs along Southwest Florida
• PageNet July 1996—Seprt: 1997
Team leader, responsible for the design and built-out of six PageNet Two-
Way Paging based on inFLE)Gon technology,and the optimization of the five
PageNet One Way paging based on FLEX technology for the Atlantic Region
(Washington DC, Baltimore, Upstate New York,Virginia, Pittsburgh, and
Kentucky)
• Voice Stream—Portland,OR July 1995—June 1996
Design of the Voice Stream Portland,OR PCS Market
EXTELCOM—Manila, Philippines May 1989—May 1995
Cellular Systems Design Engineer
• Member of the RF engineering team that designed one of the two original cellular
carriers in the Philippines.
• Frequency planning, capacity analysis,link budget analysis, and interface analysis
on EXTELCOM's AMPS network
ADDITIONAL TRAINING AND TECHNICAL SKILLS
• Antennas for Cellular and PCS
• LCC Hardware Tools Workshop
• Link Budget Analysis
• Introduction to CeI1 CAD
• TECC Wizard Training Course
• Introduction to Xtel Data Collection tool
• Introduction Field Measurement Tools
• Design Workshop I&1
• Introduction to GSM/DCS1900
• Intro to CDMA
• Motorola AMPS System Design
• Motorola AMPS System Frequency Planning
• Cell Protocols:AMPS, IS-54, IS-136
• LCC Equipment:Cell CAD 4.0 propagation package, Cell Quest software package
• TX 1500 drive test transmitter, RSAT2000&EXP 2001 drive test expansion chassis
• Cellumate hardware Cellumate Analyst software
• Introduction to UMTS Network training by LCC
• UMTS Basic Introduction by Ericsson
• WCDMA Air Interface and Ran Protocols&Procedures by Ericsson
EDUCATION
Don Bosco Technical College—Mandaluyong City, Philippines
Bachelor of Science in Electronics Communications Engineering June 1982—A01
1988
CERTIFICATE NUMBER
MARSH CERTIFICATE OF INSURANCE
CHI-001680729-02
PRODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS
Marsh USA Inc. NO RIGHTS UPON THE CERTIFICATE HOLDER OTHER THAN THOSE PROVIDED IN THE
701 Market Street POLICY.THIS CERTIFICATE DOES NOT AMEND,EXTEND OR ALTER THE COVERAGE
Suite 1100 AFFORDED BY THE POLICIES DESCRIBED HEREIN.
St.Louis,MO 63101 COMPANIES AFFORDING COVERAGE
COMPANY
18566---06/07 A NATIONAL UNION FIRE INS CO OF PITTSBURGH PA
INSURED COMPANY
Subsidiaries of AT&T Inc. B AMERICAN HOME ASSURANCE COMPANY
Cingular Wireless LLC
175 E.Houston,Room 7-R-5 COMPANY
San Antonio,TX 78205 C ILLINOIS NATIONAL INS CO
COMPANY
D
COVERAGES This certificate supersedes'and replaces any previously issuetl certificata'forthe policy period notedjbelow. 1
THIS IS TO CERTIFY THAT POLICIES OF INSURANCE DESCRIBED HEREIN HAVE BEEN ISSUED TO THE INSURED NAMED HEREIN FOR THE POLICY PERIOD INDICATED.
NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THE CERTIFICATE MAY BE ISSUED OR MAY
PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,CONDITIONS AND EXCLUSIONS OF SUCH POLICIES.AGGREGATE
LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS.
CO POLICY EFFECTIVE POLICY EXPIRATION
LTR TYPE OF INSURANCE POLICY NUMBER DATE(MMIDD/YY) DATE(MM/DDIYY) LIMITS
GENERAL LIABILITY GENERAL AGGREGATE $ 10,000,000
A X COMMERCIAL GENERAL LIABILITY GL4006071 12/29/06 06/01/07 PRODUCTS-COMP/OP AGG $ 1,000,000
CLAIMS MADE 1K OCCUR PERSONAL&ADV INJURY $ 1,000,000
OWNER'S&CONTRACTOR'S PROT EACH OCCURRENCE $ 1,000,000
FIRE DAMAGE(Any one fire) $ 1,000,000
MED EXP(Any oneperson) $ 10,000
A AUTOMOBILE LIABILITY CA3853240(AOS) 12/29/06 06/01/071,000,000
COMBINED SINGLE LIMIT $
A X ANY AUTO CA3853242(T)) 12/29/06 06/01/07
A ALL OWNED AUTOS CA3853246 (VA) 12/29/06 06/01/07 BODILY INJURY $
B SCHEDULEDAUTOS CA3853247(MA) 12/29/06 06/01/07 (Per person)
HIRED AUTOS BODILY INJURY $
NON-OW NED AUTOS (Per accident)
PROPERTY DAMAGE $
GARAGE LIABILITY
AUTO ONLY-EA ACCIDENT $
ANY AUTO OTHER THAN AUTO ONLY: _
EACH ACCIDENT $
AGGREGATE $
EXCESS LIABILITY EACH OCCURRENCE $
UMBRELLA FORM AGGREGATE $
OTHER THAN UMBRELLA FORM $ 77777-7
B WORKERS COMPENSATION AND W C6611645 (AOS) 12/29/06. 06/01/07 X ORY LIMITS ER
EMPLOYERS'LIABILITY
g W C6611639 (CA) 12/29/06 06/01/07 EL EACH ACCIDENT $ 1,000,000
C THE PROPRIETOR/ X EXCL ( ) 12/29/06 06/01/07 EL DISEASE-EACH EMPLOYEE $INCL W C6611640(FL) 12/29/06 06/01/07 EL DISEASE-POLICY LIMIT $ 1,000,000
PARTNERS/EXECUTIVE
C OFFICERS ARE: WC6611641 IL,MI 1,000,000
OTHER
C WC6611642(MA,NY) 12/29106 06/01/07 W/C Statutory Limits
B WORKERS'COMPENSATION WC6611643(WI,WA) 12/29/06 06/01/07 EL Each Accident 1,000,000
A WC6611644(OR) 12/29/06 06/01/07 EL Disease-Policy Limit 1,000,000
EL Disease-Each Employee 1,000,000
DESCRIPTION OF OPERATIONS/LOCATIONSIVEHICLESISPECIAL ITEMS
Re:Testing,Installation,operation and maintenance of a wireless communications facility.Location:723 Osgood Street,Stevens Estate,North Andover,MA.
Town of North Andover is included as an Additional Insured under the General Liability policy but only with respect to the requirements of the contract
between the Certificate Holder and Cingular Wireless,LLC.
CERTIFICATE HOLDER CANCELLATION ,
SHOULD ANY OF THE POLICIES DESCRIBED HEREIN BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,
R T MAL DAYS WRITTEN NOTICE TO THE
ENDEAVOR 0 I
THE INSURER AFFORDING COVERAGE WILL ND _,�.
Town of North Andover CERTIFICATE HOLDER NAMED HEREIN,BUT FAILURE TO MAIL SUCH NOTICE SHALL IMPOSE NO OBLIGATION OR
120 Main Street
North Andover,MA 01845 LIABILITY OF ANY KIND UPON THE INSURER AFFORDING COVERAGE,ITS AGENTS OR REPRESENTATIVES,OR THE
ISSUER OF THIS CERTIFICATE.
MARSH USA INC,
BY: Alfred A.Peterfeso Q . 's
MM1(3102) ,z ' VALID AS OF: 02/01/07
Donald L. Haes, Jr., Ph.D., CHP
Radiation Safety Specialist
MA Radiation Control Program Health Physics Services Provider Registration#65-0017
PO Box 368,Hudson,NH 03051
Voice: 603-303-9959 Fax: 603-386-6315 Email: donald.haes.chp@comcast.net
January 31, 2007
Re:Cingular Wireless personal wireless services panel antennas mounted on the existing 100'
monopole located at 723 Osgood Street in N. Andover, MA(See Figure 1).
PURPOSE
I have reviewed the information pertinent to the telecommunications installation at the above
location. The following sections of the Town of North Andover Massachusetts Zoning ByLaws are
addressed by this report: Section 8.9 Wireless Service Facilities, 5)Application Procedures, vii)
Radiofrequency Radiation (RFR) Filing Requirements, subsections (1-3). In order to determine
regulatory compliance, theoretical calculations of maximal radio-frequency [RF] fields have been
prepared. In addition, ambient RF field measurements have been obtained.
The physical conditions are that Cingular Wireless panel antennas,to be used for 1900 MHz
GSM telecommunications, are mounted within a shroud on the existing monopole at a centerline of
86' above ground level [AGL]. Sprint PCS antennas are currently similarly mounted on the
monopole at a height of 96' AGL. The calculated and measured values of power density are
presented as a percent of current Maximum Permissible Exposure values[%MPE]as adopted by the
Federal Communications Commission[FCC] ',', and those established by the MDPH 3 (With 100%
an acceptable amount).
SUMMARY
The measured ambient RF field levels indicate the maximum level to be less than one-half of
one percent (0.5% MPE) of the current RF exposure guidelines. These RF field measurements are
accurate and meet FCC Guidelines as specified in the Radiofrequency Radiation Standards subsection
of the Town of North Andover Zoning Bylaws. The theoretical RF field calculations,performed in
accordance with the guidelines specified by the FCC in their Office of Engineering and Technology
[OET] Bulletin number 65, indicate the Cingular Wireless contributions would be less than an
additional one-tenth of one percent(0.1%MPE)of the current RF exposure guidelines. This result
means that there could be more than 1,000 similar additional installations at this location,and still be
within all guidelines for RF exposure. These results,when added to the actual ambient RF field levels
obtained, indicate the site would be in compliance with all regulatory guidelines for RF exposure.
Based on my extensive experience with personal wireless services facilities,and the theoretical
RF fields I have calculated and measured, it is my expert opinion that the Cingular Wireless
installation of personal wireless services antennas will comply with the aforementioned sections of
the Town of North Andover Bylaws.
4Wtb
'445846
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1 � � K5i1aWlF��k'KM 'YFH R T gid*
x� n%Y,kFAXk SN4.:X,tt F1Y'4�fiV�'P 11reR194'a5
/-.,'. \/ �. �. % 3✓.d, � / f �.; ,f%FAPk45lsceK,`htll4�+WTAN#�t40. '
�'. M 4,W4=r++vw M#YS1tVma+4.xD V� �I�,,,
Figure 1: Existing Flagpole-Styled Monopole Located at the Stevens Estate,
723 Osgood Street in N. Andover, MA (Inserts depict signage)
Page 2 of 17
RF EXPOSURE LIMITS AND GUIDELINES
The RF exposure guidelines adopted bythe FCC are a combination ofthe standards published
by the American National Standards Institute [ANSI] 4 and the National Council on Radiation
Protection and Measurement [NCRP] 5. Also applicable are those published by the Massachusetts
Department of Public Health[MDPH]s.
At frequencies licensed to personal wireless services providers by the FCC,the values of the
RF exposure standards listed above are analogous. The RF exposure guidelines are divided into two
categories: "Controlled/Occupational areas" (those areas restricted to access by RF workers only)
and "Uncontrolled/Public Areas" (those areas unrestricted for public access).
Listed in Table 1 below are the applicable RF exposure guidelines for uncontrolled areas as
they pertain to the operating frequency bands of the personal wireless services facility industry.
Table 1: Maximum Permissible Exposure Values in Uncontrolled/Public Areas
For Emissions from Personal Wireless Services Facilities
Frequency Bands Maximum Permissible Exposures"
300 - 1500 MHz f /1.5 inµW/cm2
1500 - 100,000 MHz 1,000 µW/cm2
Note: 1 in = 1,000 µW=0.001 W
` For equivalent plane-wave power density, where f is the frequency in MHz.
Page 3 of 17
MEASUREMENT PROTOCOL
RF field measurements were obtained on January 31, 2007, using accepted scientific
procedures.',' The temperature was 21°F with sunny skies. The measuring equipment included a
Narda model 8715 Electromagnetic Radiation Meter with model B8742D Broadband Isotropic
Probe. The probe of choice in a mixed-frequency environment is the broadband type - that is, it
responds to a wide range of frequencies.
The Narda model B8742D probe provides a meter read-out in%MPE (percent FCC 1997
Maximum Permissible Exposure)for members of the general public within the frequency band of
300 kHz to 3 GHz(NOTE: 1 kHz= 1,000 cycles per second,I MHz= 1,000,000 cycles per second,
and 1 GHz= 1,000,000,000 cycles per second).
The measurements were obtained at several locations in the general vicinity of the existing
installation (See map, Figure 2). At each location, measurements were obtained by continuously
scanning an area from the ground plane up to a height of six feet above ground level,referred to as
the"Spatial Average". The spatial average readings at each location were recorded as%MPE. In
addition, the highest reading during the spatial average was recorded as the "peak" reading. The
results are listed in Table 2, with the locations depicted in Figure 2.
The accuracy of the measurement system is a combination of the following' : instrument
accuracy, + 1.0%; calibration uncertainty,+0.5 dB (1.122), -0.5 dB (0.891); and probe isotropy
error, + 0.75 dB (1.189), - 0.75 dB (0.841). A conservative approach is to obtain the root-sum-
square (RSS) of the three factors as follows:
► If the meter reads high,RSS= [(0.01)2+(0.122)2+(0.189)2]1, or 22.5 %higher than true
value;the correction factor is 1/1+RSS =0.816.
► If the meter reads low,RSS=[(0.01)'+(1-0.891)'+(1-0.841)2]1,or 19.3%lower than true
value; the correction factor is 1/1-RSS = 1.24.
For this RF exposure analysis,the readings were multiplied by 1.24 to be conservative.
The NARDA Microwave Corporation,435 Moreland Road,Hauppauge,NY, 11788.
Page 4 of 17
RESULTS
Table 2: Results of Broadband RF Field Measurements
Vicinity of Existing Flagpole-Styled Monopole Located at the Stevens Estate,
723 Osgood Street in N.Andover,MA
Location, Spatial Average Reading Peak Meter Reading
See Figure 2 Corrected Corrected
MPE t % MPE t
1 0.26 0.38
2 0.27 0.47
3 0.31 0.42
4 0.31 0.48
5 0.26 0.38
6 0.33 0.47
7 0.29 0.41
8 0.31 0.36
9 0.35 0.41
10 0.36 0.48
Table Notes:
t Readings multiplied by 1.24 to correct for instrument uncertainty.
Page 5 of 17
Figure 2: Map Showing Numbered Locations of RF Field Measurements
Vicinity of Stevens Estate,723 Osgood Street in N. Andover, MA
Page 6 of 17
THEORETICAL RF FIELD CALCULATIONS-GROUND LEVELS
These calculations are based on what are called"worst-case"estimates. That is,the estimates
assume 100% use of all transmitters simultaneously. Additionally, the calculations make the
assumption that the surrounding area is a flat plain. The resultant values are thus conservative in that
they over predict actual resultant power densities. a
The calculations are based on the following information:
1. Effective Radiated Power [ERP].
2. Antenna height (centerline, above ground level[AGL]).
3. Antenna vertical radiation patterns; the source of the negative gain[G] values. "Directional"
antennas are designed to focus the RF signal, resulting in"patterns" of signal loss and gain.
Antenna vertical radiation patterns display the loss of signal strength relative to the direction
of propagation due to elevation angle changes. The gain is expressed as"G E".
Note: G is a unitless factor usually expressed in decibels [dB]; where G= 10(0"0)
For example: for G= 3, dB = 10(3/0) =2; for G= -3, dB= 10( X10) =0.5.
To determine the magnitude of the RF field,the power density[S]from an isotropic RF source
is calculated, making use of the power density formula: 9
S = P • G Where: P -► Power to antenna(watts)
4 • 1t • R2 G-► Gain of antenna
R-► Distance(range) from antenna source to point of
intersection with the ground(feet)
R2= (Height)2+ (Horizontal distance)2
Since P • G = EIRP (Effective Isotropic Radiated Power) for broadcast antennas,the equation can
be presented in the following form:
S = EIRP
4 • Tc • R2
In the situation of off-axis power density calculations, apply the negative elevation gain[G E] value
from the vertical radiation patterns with the following formula:
S = EIRP • GE
4 • Tc9R2
Page 7 of 17
Ground reflections may add in phase with the direct wave, and essentially double the electric
field intensity. Because power density is proportional to the square of the electric field, the power
density may quadruple, that is, increased by a factor of four.
Since ERP is routinely used, it is necessary to convert ERP into EIRP;this is readily done by
multiplying the ERP by the factor of 1.64, which is the gain of a half-wave dipole relative to an
isotropic radiator. Therefore, downrange power density estimates can be calculated by using the
formula:
S = 4 • [ERP • 1.641*G E = ERP • 1.64 • G E = 0.522 • ERP • G'
4 . 7t • R2 7r • w R
The theoretical power density calculations for the Sprint PCS and Cingular Wireless personal
wireless services contributions are listed in Tables 3 and 4, respectively, for each three degree
increment of depression angle (90° being straight down at the base of the monopole, and 0° being
straight out from the antenna). The values have been calculated for a height of six feet above ground
level in accordance with regulatory rational.
To calculate the % MPE,use is made of the formula:
% MPE= S 100
MPE
The theoretical %MPE calculations for the personal wireless services facility are also
individually listed in Tables 3 and 4 for the same angle and height conditions. The theoretical%MPE
calculations for the Sprint PCS personal wireless services contributions alone are depicted in Figure
3 as plotted against linear distance from the base of the monopole. In addition to the six foot height,
and depicted for reference only, values have been plotted for a height of 16 feet above ground level
for comparison with a typical two-story structure. Note that a logarithmic scale is used to plot the
calculated theoretical% MPE values in order to compare with the MPE of 100%,which is so much
larger that it would be off the page in a linear plot. The theoretical % MPE calculations for the
Sprint PCS plus Cingular Wireless personal wireless services contributions are similarly depicted
in Figure 4 as plotted against linear distance from the base of the monopole.
From a purely isotopic RF source,the%MPE curve would demonstrate a straight-line on the
log-linear plot; as shown at distances beyond about two thousand feet. Within about two thousand
feet, the curve is variable due to the application of the vertical radiation patterns.
Page 8 of 17
Table 3: Theoretical RF Field Calculations
Sprint PCS Contribution
723 Osgood Street in N. Andover, MA
ERP= 1365 Watts(maximum,per sector)@ f= 1950-1965 MHz
DB932-DG-65-T4 Antenna(4° Electrical down-tilt), Height=96 feet [AGL, centerline]
General Population MPE= 1,000 µW/cm2 @ f>1500 MHz
Depression Power Density Percent
Angle Gain Distance [R] (µW/cm2) MPE
(degrees) (dB) (feet) @ 6'AGL @ 6'AGL
-90 -32.8 0 0.050 0.005%
-87 -30.7 5 0.080 0.008%
-84 -28.1 9 0.145 0.015%
-81 -26.0 14 0.232 0.023%
-78 -24.3 19 0.337 0.034%
-75 -23.0 24 0.443 0.044%
-72 -22.5 29 0.482 0.048%
-69 -22.9 35 0.423 0.042%
-66 -24.3 40 0.294 0.029%
-63 -25.7 46 0.202 0.020%
-60 -24.5 52 0.252 0.025%
-57 -25.1 58 0.206 0.021%
-54 -36.0 65 0.016 0.002%
-51 -24.9 73 0.185 0.019%
-48 -19.0 81 0.658 0.066%
-45 -20.2 90 0.452 0.045%
-42 -39.4 100 0.005 0.000%
-39 -20.0 111 0.375 0.038%
-36 -18.3 124 0.484 0.048%
-33 -32.5 139 0.016 0.002%
-30 -20.2 156 0.226 0.023%
-27 -20.0 177 0.195 0.020%
-24 -21.9 202 0.101 0.010%
-21 -16.6 234 0.266 0.027%
-18 -26.3 277 0.021 0.002%
-15 -10.6 336 0.552 0.055%
-12 -10.3 423 0.382 0.038%
-9 -9.9 568 0.237 0.024%
-6 -1.7 856 0.699 0.070%
-3 -0.1 1717 0.253 0.025%
0 0 0 0 0%
Page 9 of 17
Table 4: Theoretical RF Field Calculations
Cingular GSM PCS Contribution
723 Osgood Street in N. Andover, MA
ERP =520 Watts (maximum,per sector) @ f= 1930 - 1945 MHz
Allgon 7262.02 Antenna, Height= 86 feet [AGL, centerline]
General Population MPE= 1,000 W/cm2 @ f > 1500 MHz
Depression Power Density Percent
Angle Gain Distance [R] (µW/cm2) MPE
(degrees) (dB) (feet) @ 6'AGL @ 6'AGL
-90 -22.64 0 0.249 0.025%
-87 -21.40 4 0.330 0.033%
-84 -20.20 8 0.431 0.043%
-81 -19.11 13 0.547 0.055%
-78 -18.35 17 0.639 0.064%
-75 -18.30 21 0.630 0.063%
-72 -19.21 26 0.495 0.050%
-69 -21.21 31 0.301 0.030%
-66 -25.02 36 0.120 0.012%
-63 -30.02 41 0.036 0.004%
-60 -25.11 46 0.106 0.011%
-57 -19.87 52 0.331 0.033%
-54 -17.77 58 0.499 0.050%
-51 -18.70 65 0.372 0.037%
-48 -23.60 72 0.110 0.011%
-45 -20.65 80 0.197 0.020%
-42 -16.31 89 0.478 0.048%
-39 -16.98 99 0.362 0.036%
-36 -25.90 110 0.041 0.004%
-33 -24.30 123 0.050 0.005%
-30 -19.07 139 0.141 0.014%
-27 -23.85 157 0.039, 0.004%
-24 -21.63 180 0.052 0.005%
-21 -15.81 208 0.154 0.015%
-18 -19.31 246 0.051 0.005%
-15 -21.36 299 0.022 0.002%
-12 -14.15 376 0.076 0.008%
-9 -17.06 505 0.022 0.002%
-6 -7.09 761 0.097 0.010%
-3 -1.37 1526 0.091 0.009%
0 0 0 0 0%
Page 10 of 17
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Page 12 of 17
BYLAWS
The sections of the Zoning Bylaw for the Town of North Andover(as last amended in May
2004)relating to RF emissions in the application procedures are as follows:
THE ZONING BYLAW, TOWN OF NORTH ANDOVER, Last Amended May 2004
Section 8.9 Wireless Service Facilities
5) Application Procedures
vii) Radiofrequency Radiation(RFR) Filing Requirements:
(1) All telecommunications facilities shall be operated only at Federal
Communications Commission(FCC)designated frequencies,power levels and
standards,including FCC Radio Frequency Emissions standards.The applicant
shall provide certification demonstrating that the maximum allowable
frequencies; power levels will not be exceeded. Certifications shall include
technical specifications, a written explanation of those specifications, and, if
necessary,field verification.The Permit Granting Authority may condition any
Special Permit granted under this section upon a periodic submittal of
certification of compliance with said standards.
(2) In order to determine compliance with applicable FCC regulations, the
applicant shall provide a statement listing the preexistent and maximum future
projected measurements of RFR from the proposed wireless service facility,
including all co-locators, for the following situations:
(a) Preexistent or ambient: the measurement of preexistent RFR.
(b) Preexistent plus proposed wireless service facilities: maximum
estimate of RFR from the proposed wireless service facility plus the
preexistent RFR environment.
(c)Certification,signed by a engineer, stating that RFR measurements
are accurate and meet FCC Guidelines as specified in the
Radiofrequency Radiation Standards subsection of this Bylaw.
(3) Applicant must submit a copy of the letter from the Massachusetts
Department of Public Health approving the site for this facility as required by
105 CMR 122.000 requires that the Department of Public Health approve all
sites for wireless facilities with respect to emissions.
Page 13 of 17
FINDINGS
(1) Cingular Wireless telecommunications facilities operate only at Federal Communications
Commission designated frequencies and power levels. The theoretical RF field calculations data for
the Cingular Wireless personal wireless services contributions indicate a maximal potential RF field
level at ground level to be less than an additional one-tenth of one percent(0.1%MPE)of the current
FCC RF exposure guidelines (See Table 4 results). This result means that there could be more than
1,000 similar additional installations at this location, and still be within Federal (FCC) and State
(MDPH) guidelines for RF exposure.
(2) (a) The measured ambient RF field levels indicate the maximum level to be less than one-half
of one percent(0.5%MPE)of the current exposure guidelines. The results are listed in Table
2,with the locations depicted in Figure 2. These RF field measurements are accurate and meet
FCC Guidelines as specified in the Radiofrequency Radiation Standards subsection of the
Town of N. Andover Zoning ByLaws.
(b) The theoretical RF field calculations data for the Cingular Wireless personal wireless
services contributions indicate a maximal potential RF field level at ground level to be less than
an additional one-tenth ofone percent(0.1%MPE)ofthe current FCC RF exposure guidelines
(See Table 4 results). This result means that there could be more than 1,000 similar additional
installations at this location, and still be within Federal(FCC) and State (MDPH)guidelines
for RF exposure. These results, when added to the actual ambient RF field levels obtained,
indicate the site would be in compliance with all regulatory guidelines for RF exposure.
(c) These RF field measurements are accurate and meet FCC Guidelines as specified in the
Radiofrequency Radiation Standards subsection of the Town of North Andover Zoning
Bylaws.
(3) Subsection (3) has been preempted by the Commonwealth of Massachusetts Department of
Public Health [MDPH] Radiation Control Program. "Due to personnel and budget reductions
imposed upon the Radiation Control Program, we are no longer requiring notification and approval
from companies that install radiofrequency antennas or facilities as outlined under 105 CMR
122.021. Companies installing radiofrequency antennas should ensure that they are meeting the FCC
requirements for the installation."
Page 14 of 17
CONCLUSION
The measured ambient RF field levels indicate the maximum level to be less than one-half of
one percent (0.5% MPE) of the current RF exposure guidelines. These RF field measurements are
accurate and meet FCC Guidelines as specified in the Radiofrequency Radiation Standards subsection
of the Town of North Andover Zoning Bylaws. The theoretical RF field calculations,performed in
accordance with the guidelines specified by the FCC in their Office of Engineering and Technology
[OET] Bulletin number 65, indicate the Cingular Wireless contributions would be less than an
additional one-tenth of one percent (0.1% MPE) of the current RF exposure guidelines. This result
means that there could be more than 1,000 similar additional installations at this location, and still be
within all guidelines for RF exposure. These results,when added to the actual ambient RF field levels
obtained, indicate the site would be in compliance with all regulatory guidelines for RF exposure.
The number and duration of calls passing through personal wireless services facilities cannot
be accurately predicted. Thus, in order to estimate the highest RF fields possible from operation of
these installations,the maximal amount of usage was considered. Even in this so-called"worst-case,"
the resultant increase in RF field levels are far below established levels considered safe.
Based on my extensive experience with personal wireless services facilities,and the theoretical
RF fields I have calculated and measured, it is my expert opinion that the proposed Cingular Wireless
installation of personal wireless services antennas will comply with the aforementioned sections of the
Town of North Andover Bylaws.
Feel free to contact me if you have any questions.
Sincerely,
4Donald L.Haes,Jrd;�ffl
Certified Health F`hysicivt
Note:The analyses,conclusions and professional opinions are based upon the precise parameters and conditions of this
particular site; 723 Osgood Street in N.Andover,MA.Utilization of these analyses, conclusions and professional
opinions for any personal wireless services installation,existing or proposed,other than the aforementioned has not be
sanctioned by the author,and therefore should not be accepted as evidence of regulatory compliance.
Page 15 of 17
Donald L. Haes, Jr., Ph.D., CHP
Radiation Safety Specialist
MA Radiation Control Program Health Physics Services Provider Registration#65-0017
PO Box 368,Hudson,NH 03051
Voice: 603-303-9959 Fax: 603-386-6315 Email: donald.haes.chp@comcast.net
STATEMENT OF CERTIFICATION
1. I certify to the best of my knowledge and belief,the statements of fact contained in this report
are true and correct.
2. The reported analyses,opinions,and conclusions are limited only by the reported assumptions
and limiting conditions, and are personal, unbiased professional analyses, opinions and
conclusions.
3. I have no present or prospective interest in the property that is the subject of this report and
I have no personal interest or bias with respect to the parties involved.
4. My compensation is not contingent upon the reporting of a predetermined energy level or
direction in energy level that favors the cause of the client,the amount of energy level estimate,
the attainment of a stipulated result, or the occurrence of a subsequent event.
5. This assignment was not based on a requested minimum environmental energy level or specific
power density.
6. My compensation is not contingent on an action or event resulting from the analyses,opinions,
or conclusions in, or the use of, this report.
7. The consultant has accepted this assessment assignment having the knowledge and experience
necessary to complete the assignment competently.
8. My analyses, opinions,and conclusions were developed and this report has been prepared,in
conformity with the American Board of Health Physics [ABHP] statement of standards of
professional responsibility for Certified Health Physicist.
January 31 2007
Donald L. Haes,Jr., D Date
Certified Health Physicist
Page 16 of 17
ENDNOTES
1 .Federal Register, Federal Communications Commission Rules;Radiofrequency radiation;
environmental effects evaluation guidelines Volume 1,No. 153,41006-41199, August 7, 1996.
[47 CFR Part 1; Federal Communications Commission].
2 . Telecommunications Act of 1996, 47 USC; Second Session of the 104!' Congress of the
United States of America, January 3, 1996.
3 . 105 CMR 122.000: Massachusetts Department of Public Health,Non-Ionizing Radiation
Limitsfor: The General Public from Non-Occupational Exposure to Electromagnetic Fields,
Employees from Occupational Exposure to Electromagnetic Fields, and Exposure from
Microwave Ovens.
4 .ANSI/IEEE C95.1-1999: American National Standard, Safety levels with respect to human
exposure to radiofrequency electromagnetic fields,from 3 KHz to 300 GHz (updated 2005).
5 .National Council on Radiation Protection and Measurements (NCRP);Biological Effects and
Exposure Criteria for Radiofrequency Electromagnetic Fields,NCRP Report 86, 1986.
6 . ANSI/IEEE C95.3-1999: American National Standard,Recommended Practice for the
Measurement of Potential Electromagnetic Fields-RF and Microwave.
7 . NCRP Report No. 119: National Council on Radiation Protection and Measurements, 1993;
A Practical Guide to the Determination of Human Exposure to Radiofrequency Fields.
8 .Petersen RC and Testagrossa PA: Radio-Frequency Electromagnetic Fields Associated With
Cellular-Radio Cell-Site Antennas. Bioelectromagnetics, 13: 527-542; 1992.
9.OET Bulletin 65: Federal Communications Commission Office of Engineering and
Technology,Evaluating Compliance with FCC Guidelines for Human Exposure to
Radiofrequency Electromagnetic Fields; Edition 97-01, August 1999.
Page 17 of 17
ROSATI ACOUSTICS + MULTIMEDIA, INC
CONSULTING ENGINEERS IN ACOUSTICS AND SOUND
123 South Street
Boston, MA 02111
January 16, 2007
Mr. Michael Capps
Project Manager
2488 E. 81st Street, Suite 600
Tulsa, OK 74137
RE: Sprint Cell Tower/North Andover,MA
BS54XC860 ntp/Noise Testing
Mike:
Subsequent to a second test visit to the cell tower site, located at 723 Osgood
Street, North Andover, MA,on January 15, 2007 per your request, acoustics data
was measured and is tabulated within this document. The objective was to measure
the noise production from the electronic equipment at this site.
The measurement equipment implemented was a B&K (Bruel and Kjxr) 2236
digital sound level meter. The meter was calibrated on-site by means of a B&K
4231 sound level calibrator. The B&K 2236 meter conformed to all applicable
performance specifications. A heavy-duty tripod positioned and held the meter in
place for the repeatable capture of each sound level measurement.
The rural site, surrounded by a wooden fence constructed with lx4-engineered
lumber, stands eight feet in height and surrounds two telecommunication
equipment huts, as well as a generator, a tank, the antenna mast, a Verizon
electronics cabinet, and three electrical panels. The equipment huts are cooled via
through-wall, self-contained, air conditioning units,model number
V24A05AIFDPG-NF and manufactured by Fedders.
Eight(8) sound level measurements, each recorded surrounding the perimeter of
the fenced-in area, were captured at a distance of twenty-four(24)feet from the
fence. Each of the eight(8)measurement positions are depicted in the attached
drawing, titled"Noise Test Plan."
Additional measurements were recorded within the fenced-in area at a distance of
ten (10) feet from the air conditioning units.
DESIGN - CONSULTATION - ENGINEERING
ARCHITECTURAL ACOUSTICS - TECHNICAL SYSTEMS
T 617-423-5546 - F 617-423-5884 - E ra)rosatiacoustics.com - W www.rosatiacoustics.com
RE: Sprint Cell Tower/North Andover,MA/BS54XC860 ntp/Noise Testing
The two (2) additional measurements were recorded with both units on, and then
with both units off. These measurements establish the maximum and minimum
noise generated from the cooling units.
The weather conditions did not significantly influence the measurements. The air
temperature was cool and a slight breeze was intermittent. The temperature and
wind were virtually stable for the extended measurement period of sound level
capture.
In addition to the noise produced from the two air conditioning units, several
supplemental noises were individually audible as well. The ambient noise level,
without the air conditioners operating and without the supplemental noises audible,
except for the intermittent low-level rustle of leaves, averaged 57dB±2dB. The
supplemental noises, and their approximate contribution to the overall noise floor,
are listed below:
a. Roadway traffic - intermittent, +3dB±over ambient noise
b. Air traffic -intermittent, +4dB±over ambient noise
c. Leaves rustling on trees -intermittent, +2dB±over ambient noise
d. Flag atop the antenna mast-intermittent, +IdB±over ambient noise
e. Verizon cabinet-thermostat operated internal fans, +1.5dB when on
The recorded measurements from the eight locations, surrounding the fence, are
listed following-refer to the attached drawing,Noise Test Plan,for coordination:
Ref. Location SPL- Slow SPL-Lea
1 East side 62.5dB 63.5dB
2 Southeast corner 60.2dB 62.6dB
3 South side 62.1dB 65.1dB
4 Southwest corner 65.4dB 63.1dB
5 West side 59.IdB 60.1dB
6 Northwest corner 64.8dB 64.2dB
7 North side 65.4dB 64.8dB
8 Northeast corner 68.3dB 65.4dB
The eight measurements were captured with the two air conditioning units
operating, and the microphone at a height of five(5) feet above the ground. All
measurements are unweighted. The SPL- Slow measurements were captured in
the absence of the five(5) listed supplementary noises (a-e) listed previously. The
Slow meter response incorporates a time factor of one second. The equivalent
sound level, Leq, is the steady sound level that,over a ten-minute period, would
produce the same energy equivalence as the fluctuating sound level actually
occurring. The ten-minute period was sufficient due to the highly consistent
spectrum and output level of noise produced by the two (2) air conditioners.
ACOUSTICS I ENGINEERING I DESIGN
ARCHITECTURAL ACOUSTICS J TECHNICAL SYSTEMS
T 617-423-5546 f F 617-423-5884 f E r(Wrosatiacoustics.corn • w www.rosatiacoustics.com
Page 2
RE: Sprint Cell Tower/North Andover,MA/BS54XC860 ntp/Noise Testing
The measurements recorded at the interior location, labeled INT on the drawing,
were ten (10)feet from the units and at a height of four(4)feet above the ground.
Levels are listed following:
Fan Status SPL(_Slow) Note
1 ON, 2 ON 77dB fan status used for(8)exterior measurements
1 OFF, 2 OFF 61dB ambient level—some wind protected by fence
The maximum noise level generated by the air conditioning units is produced at an
angle of approximately+15° off-axis from the center of the fan unit at a height of
four(4)feet±. An independent thermostat controls the operation of the each unit.
The units did not exhibit any excessive vibrations or other conditions that may
indicate the need for maintenance or remounting.
Please note: the level measured with both units operating is slightly less than the
result of the mathematical sum of the two levels, due to the orientation of the units.
CONCLUSION
The equipment huts and the wood fence together provide a partial barrier which act
to minimize the propagation of direct sound energy from the air conditioners to the
surrounding area. The two (2) air conditioners are the only noise source on the
premises that are of any significance. The Leq measurements, averaging 63.5dB,
indicate that the contribution of the air conditioner noise, to the overall ambient
noise, when both units are operating, is approximately 4dB above the quietest
ambient noise level measured (beyond the fenced area). As measured, the wind
and other reoccurring sounds are able to virtually mask the noise produced by the
equipment(when functioning properly). Due to the absorption of sound energy via
air, the noise levels will diminish as the distance increases away form the site.
Please call at any time if any questions arise.
Sincerely,
Robert A. Rosati
Acoustics Engineer
ROSATI ACOUSTICS +MULTIMEDIA, INC
Attachment: Sprint Cell Tower Site-Noise Test Plan
ACOUSTICS f ENGINEERING f DESIGN
ARCHITECTURAL ACOUSTICS f TECHNICAL SYSTEMS
T 617-423-5546 f F 617-423-5884 f E r(a)rosatiacoustics.com • w www.rosatiacoustics.com
Page 3
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NOTES. TELECOMMUNICATION
TO BE TIED W/ NO PLASTIC OR WIRE. TELECOMMUNICATION SITE BY GREENMAN-PETERSEN, INC.,
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2. HAY BALES TO BE SECURED W/ MIN. TWO (2) 2"x2„ DISCREPANCIES BETWEEN THIS DRAWING AND ACTUAL SITE
WOOD STAKES PER BALE, DRIVEN 18" MIN. INTO GRADE. CONDITIONS WHICH INCLUDE BUT ARE NOT LIMITED TO TREE
LINES, CANOPY HEIGHT, BUILDING OR PRIVATE ROAD
3. SPREAD HAY TO BE APPLIED BY MECHANICAL SPREADER I LOCATIONS AND EXISTING UTILITY LOCATIONS.
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1. THE CONTRACTOR SHALL NOTIFY DIG—SAFE AND ALL UTILITIES A MINIMUM OF PROJECT DIRECTORY�� /'`! �'�'1 �fCrftonul 1i. j� �• �y
72 HOURS PRIOR TO THE START OF CONSTRUCTION. LJ. L�►L1V j ` ENL.IRAL
NOTES
APPLICANT:
BS54XC860A
2. CONTRACTOR SHALL LOCATE ALL EXISTING UTILITIES. ALL UTILITIES ARE NOT I � .
SHOWN ON DRAWINGS. � �•w-- � ��� ;f ;� '' -
SPRINT t SPECTRUM
L P. 1 . ADA COMPLIANCE: FACILITY IS
CROSSROADS CORPORATE CENTER, SUITE 800 NOT STAFFED AND ��1,. �' °
3. ALL EXISTING ACTIVE SEWER, WATER, GAS, ELECTRIC, TELEPHONE AND OTHER NOT NORMAL
�.
LY OCCUPIED. , a .,.r, � ,�;.. � { • f. ,' ,` , t .,•. ` ,,�
• UTILITIES WHERE ENCOUNTERED IN THE WORK, SHALL BE PROTECTED AT ALL
ONE INTERNATIONAL BLVD.
TIMES, AND WHERE REQUIRED FOR THE PROPER EXECUTION OF THE WORK,
MAHWAH, NJ 07495
SHALL BE RELOCATED AS DIRECTED BY THE ENGINEER. EXTREME CAUTION SHOULD 2. FOR ADDITIONAL
BE USED BY THE CONTRACTOR WHEN EXCAVATING OR PIER DRILLING AROUND PHONE: (201 ) 684-4075 L GENERAL NOTES AND DETAILS „ . ` I : ><
OR NEAR UTILITIES. SEE ACCOMPANYING DOCUM ” a ,� � { �, ,; t �rens Cr+rssonfgl r r
CONTACT: DAVE BASS ENT, STANDARD NOTES #' ` '`" � y: :.t. count
; ,,, n � �
4. CONTRACTOR SHALL PROVIDE SAFETY TRAINING FOR THE WORKING CREW. THIS AND DETAILS ► c-�,. uh
WILL INCLUDE BUT NOT LIMITED TO A) FALL PROTECTION B) CONFINED SPACE �'
1136
ENGINEER
C) ELECTRICAL SAFETY D) TRENCHING & EXCAVATION :
COLER & COLANTONIO, INC. ;�� r�� ,��= -�' '• or#h tsr>wdavei G�j. er
5. ALL SITE WORK SHALL BE AS INDICATED ON THE DRAWINGS AND STIPULATED 101 ACCORD PARK DRIVE I D• ,rn1 rth A er
4.
IN THE SPECIFICATION PROJECT SUMMARY. O21i4� Yahvo. lFt� et t�,. , .� �.,. CD22 Navigatlort T�ctunsr�o "e ^
NORWELL, MA 02061 - 1685 PROJECT INrORMATIQN ------� ���
6. IF NECESSARY, RUBBISH, STUMPS, DEBRIS, STICKS, STONES AND OTHER PHONE: (781 ) 982-5400
REFUSE SHALL BE REMOVED FROM THE SITE AND DISPOSED OF LEGALLY. CONTACT: JAMES R. BORREBACH LOCATION SAP _j
7. THE SITE SHALL BE GRADED TO CAUSE SURFACE WATER TO FLOW AWAY FROM CASCADE: BS54XC860ASITE ACQUISITION:
THE PCS EQUIPMENT AND TOWER AREAS. SITE NAME: t
STEVEN'S ESTATE DRAWING INDEX REST,
CROSSROADS CORPORATE CENTER, SUITE 800 ADDRESS: 723 OSGOOD STREET
8. NO FILL OR EMBANKMENT MATERIAL SHALL BE PLACED ON FROZEN GROUND. ONE INTERNATIONAL BLVD.
FROZEN MATERIALS, SNOW OR ICE SHALL NOT BE PLACED IN ANY FILL OR
SITE
EMBANKMENT. MAHWAH, NJ 07495 NORTH ANDOVER, MA 01845
PHONE: (201 ) 684-4325 COUNTY: ESSEX T1 TITLE SHEET
9. THE SUB GRADE SHALL BE COMPACTED AND BROUGHT TO A SMOOTH UNIFORM CONTACT: SCOTT LAMB p
GRADE PRIOR TO FINISHED SURFACE APPLICATION. TYPE OF BUILD: RAW LAND - FLAGPOLE Al SITE PLAN & NOTES p
10. ALL EXISTING INACTIVE SEWER, 'WATER, GAS, ELECTRIC AND OTHER UTILITIES, POWER: I...AND OWNER: TOWN OF N. ANDOVER A2 PARTIAL SITE PLAN & ELEVATION p
WHICH INTERFERE WITH THE EXECUTION OF THE WORK, SHALL BE REMOVED MASSACHUSETTS ELECTRIC COMPANY MAIN STREET D 1 NOTES
AND/OR CAPPED, PLUGGED OR OTHERWISE DISCONTINUED AT POINTS WHICH 1 101 TURNPIKE STREET N. N STREET
& DETAILS p
WILL NOT INTERFERE WITH THE EXECUTION OF THE WORK, SUBJECT TO THE R, MA 01845 D2 DETAILS
APPROVAL OF THE ENGINEER. NORTH ANDOVER, MA 01845 ASSESSORS: MAP 35, LOT 23 0
PHONE: (978) 725- 1479 E1 GROUNDING PLA
11. THE AREAS OF THE OWNERS PROPERTY DISTURBED BY THE WORK AND NOT CONTACT: JOE PLENTZAS ZONING CLASS: RESIDENTIAL DISTRICT 1 r E2 N & ELEVATION p
COVERED BY THE BUILDING OR DRIVEWAY, SHALL BE GRADED TO A UNIFORM GROUNDING & ELECTRIC DETAILS p
SLOPE, FERTILIZED, SEEDED, AND COVERED WITH MULCH AS SPECIFIED IN THE LATITUDE: ' » E3 GROUNDING & ELECTRIC DETAILS
SPECIFICATION LANDSCAPE WORK. TELCO: 42 42 28.56 N E4 GROUNDING & ELECTRIC DETAILS p
0
12. CONTRACTOR SHALL MINIMIZE DISTURBANCE TO EXISTING SITE DURING VERIZON LONGITUDE: 71� 06' 51 .03" W E5 POWER ANTENNA SCHEMATIC
CONSTRUCTION. EROSION CONTROL MEASURES, IF REQUIRED DURING
PHONE: (978) 275- 1282 0
CONSTRUCTION, SHALL BE IN CONFORMANCE WITH THE LOCAL GUIDELINES FOR CONTACT: PAUL SZALAY
EROSION AND SEDIMENT CONTROL.
13. THE LEASED AREA NOT COVERED BY PCS EQUIPMENT SHALL BE GRADED TO A .DIRECTIONS F
UNIFORM SLOPE AS DESCRIBED IN THESE NOTES AND ROLLED, WOVEN FILTER DIRECTIONS 1J R� BOSTON
FABRIC, AS SPECIFIED, SHALL BE PLACED OVER GRADED AREA AND COVERED
WITH 3" OF COMPACTED, 3/4" WASHED, CRUSHED STONE. CRUSH STONE
SHALL BE GRADED TO MATCH SURROUNDING GROUND SURFACE. TRAVELING NORTH ON RT 3 CONTINUE ONTO 1-93 N,
14. CONTRACTOR SHALL SUPPLY (8) COMBINATION LOCKS (MASTER LOCK 175LI-I, TAKE 1-495 NORTH, EXIT #44A. CONTINUE ON 1-495 N ATTACHED:TU EXIT #43, THE MASS AVE EXIT TOWARDS NORTH
PART NUMBER 71649 39565) TO BE LEFT IN SHELTER. ANDOVER, CONTINUE ON MASS AVE. TO CHICKERING 1 • TOWER AND TOWER FOUNDATION DESIGN
15. CONTRACTOR SHALL PUT A BEAD OF SILICON AROUND ALL MOUNTS STRUTS, ROAD. TURN LEFT ONTO CHICKERING ROADkESCOTT
UE PLANS PREPARED AND STAMPED BY
ANCHORS, AND OT14ER STRUCTURAL CONNECTIONS. CONTINUE
TO PRESCOTT STREET. TURN RIGHT ONTO ENGINEERED ENDEAVORS INCORPORATED
(EEI) (1 SHEET)
ENTRANCE
STREET AND GO TO THE END OF THE STREET. THE T
16. CONTRACTOR TO PHOTOGRAPH KEY POINTS OF CONSTRUCTION, OPEN .
TRENCHES, GROUNDING, STEEL CONNECTIONS, ETC. O 723 OSGOOD STREET IS AT THE END OF 2EQUIPMENT SHELTER PLANS (AT&T AND
PRESCOTT STREET. SPRINT) PREPARED BY TRACHTE, INC.
(2 SHEETS)
oo�. E
101 Accor S TS'VAN S EST
Sprint,^ TEd Park Orlve Sprin t
C O L�/J N TON I O Z Norwell, MA 02061-1685
(181) 982-5400 723 OSGOOD STREET o 04�e ISSUED FOR
103
ENGINEERS AND SCIENTISTS NORTH A�\IDOVER, MA 01845 BOSTON0328/03
80 tl
MTA CONSTRUCTION CPG 8FS ,1R9
03 - 11 TITLE SHEET
8/03 ISSUED FOR REVIEW CPG eFS JRe N( lar x ti
SITE NO. BS54XC860A No. DATE R2EVISIONS BY CHK APP'D s4SN��� Job NO.
a �ONAL� CASCADE N0. SHEET NUMBER REV
SCALE: AS NOTED DESIGNED DRAWN "T1 17- 160 BS54XC860A
T-- 1 0
PROPOSED PREFABRICATED EQUIPMENT
SHELTER ON CONCRETE SLAB,
(PROVIDED BY TRACHTE, INC,)
L PROPOSED (2) CARRIER PROPOSED LIMIT
N 100 FLAG POLE OF CLEARING/GRADING
AT NEW TREE LINE
PROPOSED 8' ` \
STOCKADE FENCE \
40.00' \
10.00' 1
F — PROPOSED 40'X30'
i SPRINT COMPOUND
z PROPOSED 10' IN 40'X40' LEASE
Ljj UTILITY EASEMENT AREA
PROPOSED 12'
IY
PROPOSED ELECTRIC 30.00' GRAVEL ROAD
WIT" DROP IV
54, yMAY 1 9
s PIANNINQ MNT
PROPOSED E
o DEPART
UP #6 EXISTING OVERHEAD EROSION CONTROL v
---__WIRES (ELECTRIC) NcA EXISTING TREELINE
N
�---- EXISTI9G�URTEr— ~------- ~-
WIRES (TEL,) PROPOSED U/G
--� UP #7
`-- UTILITY RUN
N � �---•.,.,,,� ---_••_,..,,rte �h�~1
q
�/
UP #8
PROPOSED TELEPHONE `L ao exIST
TIE-IN b
Z� "Naec
'D /
FINAL ROUTING OF UTILITIES
PENDING CONFIRMATION BY ro GgRAGe
POWER & TELCO COMPANY. \
DMARC LOCATION MAY CHANGEwI�,STrNG
`L EXISTING TREELINE sp ' T� • `��
I �4 UIP #9
"` :.. W'/TELCO
I o RISER EXISTING OVERHEAD
WIRES (TELE.)
f
PROPOSED IS' SPRINT ACCESS EASEMENT r__--
(ACCESS EASEMENT TO EXTEND FROM
Z[l�"lElb RESIDENTIAL DISTRICT 1 ACCESS EASEMENT SHOWN TO PUBLIC WAY S
FOLLOWING EXISTING FACILITY ACCESS ROAD),
ZONED, RESIDENTIAI. DISTRICT 2
36" MIN. FENCE POST
(STEEL 'T' TYPE OR 2" e ��
HARDWOOD) DRIVEN MIN. 16"
PROPOSED 12' CRUSHED STONE
INTO GROUND, 10 MAX. O.C. ACCESS OVER DRIVE � � ,` .,\';. •
I ER TIE TOP OF
THE EXISTING 10' CART PAT" 0
MIRAFI FILTER FABRIC OR O
APPROVED EQUAL, FASTEN W/ TIES
AT TOP AND MIDSECTION, EVERY 24" /
f
— STAKED BALES END
TO END '
20"
MIN,
I �
PTII
SPOIL FROM I ( FLOW ADVANCED SITE PREP. UP #10
BALE TRENCH I r GRADE (J
( � l
UNDISTURBED GROUND SPREAD HAY W/TACKIFIER ON SEED W J
W06
qW
—
„� —1
4 —6 l7 W
16„ I ►�—ti
MIN. I � W 3
EMBED FABRIC AND FENCE,
8" MIN.
.NO TES:
1. BALES TO BE TIED W/ NO PLASTIC OR WIRE.
2. HAY BALES TO BE SECURED W/ MIN. TWO (2) 2"X2"
WOOD STAKES PER BALE, DRIVEN 18" MIN. INTO GRADE.
J. SPREAD HAY TO BE APPLIED BY MECHANICAL SPREADER
AT RATE OF 1-1/2 TONS/ACRE W/ SUITABLE ASPHALTIC
TACKIFTER (RATE AND TYPE TO BE APPROVED BY
ENGINEER IN ADVANCE OF APPLICATION). L6
HA YBALE WITH SIL TF'ENCE DETAIL 100 GRAPHIC SCALE
NOT TO SCALE
20 10 0 20 40
rp S
rin It 4AA 44 Sprint '
-YcYTA
T�COLER & 101 Accord Park Drive S.IPDVENS 101 - 1 .
:S
^^ U 048 ISSUED FOR CONSTRUCTION CPC BFS JRB
O ®L/� N TON 10 z Norwell, MA 02061-1685 �o /u3 i c�a
-- (781) 982-5400 723 OSGOOD STREET BOSTON MTA A "/28/0 ISSUED FOR REVIEW CPG BFS JRB r .��; SITE PLAN 8C NOTES
ENGINEERS AND SCIENTISTS NORTH ANDOVER, MA 01845 3 1
SITE NO. BS43XC860A NO. DATE REVISIONS BY CHK APP'O SSS..AL JOB NO. CASCADE NO. SHEET NUMBER REV
SCALE: AS NOTED DESIGNED DRAWN �r 17- 160 BS43XC860A A-- 1 0
N
N . y9
s
I � Iv EI
� ���, 0. �E�A � 175•
MAY 1 9 2003
pZ1lAU
T • 98.bt
0 STOCKADE FENCE ' GL
CE NDf�TN ANDOVER GENERATOR
0 0PROPOSED 8' _ HEIGHPROPOSED SPRINT ANTENNAS
- PLANNIN41 AI;PAF1TM9NT
f
(OLYMPIAN 025F15L) - PROPOSED 30'X10' N
a+ 4'xr CONCRETE PAD
SPRINT COMPOUND iE
iE
(SIJ. TO BE PROVIDED BY SPRINT) PROPOSED PROPANE TANK Tan z "t h
ON 3'X10' CONCRETE PAD <i >- o 2101 OL2-DOUBLE
40.00 PROPOSED EROSION J OBSTRUCTION LIGHT BECON By
1.00 CONTROL 4 TBD, PART 7001791A
�..
1.00 1.00 1.00
HEIGHT = 66.5'f AGL
--- ------- �-- ATENNA ORIENTATION PLAN FUTURE AT&T ANTENNAS
NTS
7.00
�-- - PROPOSED 100' r
REFER TO FINAL ANTENNA RECOMMEND DATED 04/03/03
[FOR 2.00 FLAGPOLEANTENNA TYPE AZIMUTH do CABLE SIZE.
Ff (BY EEI)
TOWER LIGHT PROPOSED GPS AT
CONTR 7b' ON FLAGPOLE NOTE; GENERAL CONTRACTOR TO PROVIDE PHOTO
(NTS FACING SOUTIH DOCUMENTATION OF ANTENNA MOUNTS$ WEATHER PROOFING
ac COLOR CODING AT TOP O TOWER
4.00 COAX � HEIGHT = 76.5' AGL
�OP� FUTURE CARRIER ANTENNAS
PROPOSED SPRINT
ICE BRIDGE 12.00 STOCKADE GATE<@>
PROPOSED b'0 X 18'
0.9 2 CAISSON FOUNDATION
30.00 (DESIGNED BY
PROPOSED AT&T ) GANG METER BA K
SHELTER
20.00 F- - - ROPOSED AVEI. ROAD/ SDE <6> PROPOSED GPS LOCATED AT
C 3.26 ,__� 75' FACING SOUTH
9.83 3.0( __,
--� 3.50 1.00 -- 172 PREFABRICATED EQUIPMENT SHELTER
-� FURNISHED AND INSTALLED
TRACHTE. SEE TR BY
�n� M" s� TRANS. ACH TE
-,` DRAWINGS FOR SPECIFICATIONS
--1- 2.84
3.15 AND ATTACHMENT DETAILS
oo.oO'
� ........ __
' N
--VA
1.26 PROPOSED
I TRANSFORMER
9.83 E CSC
17.00
L-
1.00 1.00
3.00 PROPOSED SPRINT
EQUIPMC
UPPER PORT AT BASE OF
C ,I MOUNTED TOWER TO FACE SPRINT'S
TO OIJCREIIr PAD BIOSED CSC SHELLER AND LOWER PORT
PROPOSED TELCO CABINET I TO FACE AT&7'S SHELTER
BACKBOARD PROVIDED
WITH TRACIITE SI4t17
PROPOSED SPRINT PROPOSED IW
PPC
C MOUNTED TO
ATTACHED GN
SHELTER WALL
(POWER SIDE ONLY) BY EO)
PROPOSED EQUIPMENT
- PROPOSEDEROSION COITROL SIHEI(�ATTACHED DESIGN
BY TRACHTE) Y T�OLI RT
PROPOSED 10' WIDE
PROPOSED 18" WIDE --- (NTS)SPRINT U11UTY EASEMENT SPRINT ICE BRIDGE_
CAISSON WER FOUNDATION
'., PROPOSED GENERATOR
(DESIGNED BY EQ) ON 4'X7' CONCRETE PAD D-
PROPOSED SPRINT PROPOSED PROPANE TANK
EQUIPMENT ON 3'X10' CONCRETE PAD
PROPOSED PROPOSED 8'
SPRINT PPC STOCKADE FENCE
PROPOSED METER BANK.
TRANSFORMER AND CSC
CABINET NOT S14OWN
FOR CLARITY i
I
� i
PARTIAL SITE PLAN
SCALE: 1 =5'-0"
1 4
:.T J
GRAPHIC SCALE --v
5 2.5 0 5 10 EAST ELEVA TION GRA P
HIC SCALE
SCALE: 1 "=5'*-Q" 5 2.5 0 5 10
C C.::)L_ E: R & VEN
101 Accord Park Drive ,S'TE' -s' fl-/ Sprin�-°� ^ ST.� TE, f
C
O Lr/� N TON 10 z Norwell, MA 02061-1685 � .�►_ Sprint
.
(781) 982-5400 723 OSGOOD STREET ssacT� -�' p lnt
ENGINEERS AND SCIENTISTS BOSTON MTA A u�8/03 ISSUED FOR CONSTRUCTION CPG. BFS JRB �„
NORTH ANDOVER, MA 01845 cl,
�A :8/:03 ISSUED FOR REVIEW CPG BFS JRB No.. , PARTIAL SITE PLAN BC E L EVAT I O N
SITE NO. BS54XC860A �, N0. DATE REVISIONS
BY CHK APP'D .?/STE����`�4;`'� JOB N0.
S�S�ONAL EN`?,..tib CASCADE NO. SHEET NUMBER REV
SCALE: AS NOTED DESIGNED DRAWN ����vw�a�i{�
17- 160 BS54XC860A A--2 0
IV
FINISHED GRADE, AC MAY, 1'9 2003
FINISHED GRADE OR NEW HOT PAVING MATCH SLOPE
MIX ASPHALT SURFACE COAT OR AND THICKNESS OF NORTH ANDOVER
CONCRETE AND REINFORCING STEEL NOTES-: CONCRETE PAVEMENT TO MATCH EXISTING PLANMt4r, RFPARTMIQNT
STRUCTURAL STEEL NOTES EXISTING CONDITIONS, AS COMPACTED BACKFILL
SAWCUT APPLICABLE TRENCH PER SITEWORK
1 . CODE CONFORMANCE 1. CODE CONFORMANCE _ � SPECIFICATIONS
• TO COMPLY WITH THE LATEST RECOMMENDATIONS OF THESE STANDARDS. - AISC - "SPECIFICATIONS FOR THE DESIGN, FABRICATION, AND ERECTION
- ACI 301 - STRUCTURAL CONCRETE FORBUILDINGS OF STRUCTURAL STEEL FOR BUILDING" TACK COAT
ACI 3Q6- COLD WEATHER CONCRETINGS - AWS - D1.1 - 80 STRUCTURAL WELDING SPECIFICATIONS 6��- FOR ASPHALT 6 Q III= --- UNDISTURBED
- ACI 315- "DETAILING CONCRETE WORK" FINISHED GRADE OR MIN PAVEMENT MIN
ACI 318- "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE" 2. MATERIALS EXISTING ASPHALT OR 2"(MIN) ASPHALT zN
- ACI 322- "BUILDING CODE REQUIREMENTS FOR STRUCTURAL PLAIN CONCRETE" STM CONCRETE PAVEMENT I -
- ACI 347- "FORM WORK" - PPE COLUMNSLiAPASTM A53Si--GRADE B36 TYPE E OR S SCHEDULE 40 REQUPAVEIENT
REMENT --� - I I --------- BACKFILL
2. MATERIALS - BOLTS: CONNECTIONS - BEADING TYPE, GALVANIZED ASTM 325X I i I—III 6108'" (SAND NATIVE SOIL)
• CONCRETE: ANCHORING - HOOK TYPE, GALVANIZED ASTM A307 PER EARRTT HWORK
SLOPE TO SUIT _ _ SPECIFICATION
- APPROVED, READY MIXED CONCRETE HAVING AN ULTIMATE COMPRESSIVE - WELDING ELECTRODES - E70XX SERIES
'
SOIL CONDITION
STRENGTH (f c) OF 4000 PSI AT 28 DAYS, SLUMP 3-5 INCHES UNLESS OTHERWISE NOTED - COATING: GALVANIZATION IN ACCORDANCE WITH SPECIFICATION ASTM A36 OR PROVIDE 1,`q„
• REINFORCING STEEL: APPROVED PRIMER 2 MILS THICK SHORING IN I I ( I I
- ASTM A615 GRADE 60 DEFORMED BARS. ASTM A185 WELDED WIRE FABRIC ACCORDANCE w UTILITY WARNING TELEPHONE CONDUITS * UTILITY WARNING TAPE
3. EXECUTION WITH STATE AND o �`- TAPE (MIN. 4" SCH 40 PVC)
• FORM WORK: FEDERAL REGULATIONS I v1 -q tl WHERE APPLICABLE
FABRICATION: SUBMIT SHOP DRAWINGS FOR STEEL MEMBERS PREPARED
-
- SMOOTH PLYWOOD FORMS FOR EXPOSED SLABS OR VERTICAL SURFACES. BOARD FORMS FOR z �_ �� (1 ACTIVE, 1 SPARE
FROM FIELD DIMENSIONS, FOR APPROVAL, BEFORE PROCEEDING WITH VERTICAL AX)CONDUIT AS REQUIRED) POWER CONDUIT (MIN. 4" PVC
FOOTINGS OR UNEXPOSED CONCRETE SURFACES. NO EARTH FORMS PERMITTED. FABRICATION. SHOP FABRICATE, TO THE GREATEST EXTENT POSSIBLE, DEPTH W/0 SCH 40) WHERE APPLICABLE
• GROUT: BY WELDING. PROVIDE ALL BEAM STIFFENERS, COLUMN CAPS AND BASES, BACKFILL PER SHORING FOR TRENCHI
- NONMETALLIC, NON-SHRINK GROUT UNDER BASE PLATES OR BEARING PLATES HOLES, AND CONNECTIONS. EARTHWORK NG 6" MIN.
3. EXECUTION SEE DETAIL 2
- ERECTION: PROVIDE ALL TEMPORARY SHORING AND/OR BRACING TO SPECIFICATIONS (TYP.)
ERECT STEEL PLUMB AND SQUARE UNTIL ALL SLABS, FLOORS, OR WALLS - 4" MIN TOS
• CONCRETE: ARE IN PLACE. ,,.. -rr ECONDARY ELECTRIC
- PLACE CONCRETE ACCORDING TO THE APPROVED METHODS OF ACI 304 PRECAUTIONS: CONTRACTOR SHALL USE ALL PRECAUTIONS AND PROCEDURES TYPICAL PIPES 12" MIN TO PRIMARY ELECTRIC
-
STRENGTH (f c) OF 4000 PSI AT 28 DAYS, SLUMP 3-5 INCHES UNLESS OTHERWISE NOTED PER AWS D1.1 WHEN WELDING GALVANIZED METALS. CONTRACTOR SHALL OR CONDUITS 610 SEPARATION DIMENSION TO BE VERIFIED
• REINFORCING STEEL: TOUCHUP ALL ABRASIONS, BURNS, AND SIMILAR DEFECTS ASSOCIATED `pglN WITH LOCAL UTILITY COMPANY REQUIREMENTS
- PLACE REINFORCING USING STANDARDS BAR SUPPORTS TO PROVIDE PROPER CLEARANCE WITH THE STRUCTURAL STEEL AND COATINGS USING SPRINT APPROVED
AND PREVENT DISPLACEMENT DURING CONCRETE OPERATIONS. LAP CONTINUOUS BARS 40
COLD ZINC, "GALVANOX", "DRY GALV", "ZINC-IT", OR APPROVED { TRENCH AS SHOWN
DIAMETERS. PROVIDE THE FOLLOWING; MINIMUM CONCRETE COVERAGE: EQUIVALENT, IN ACCORDANCE i WITH MANUFACTURER'S GUIDELINES. BEDDING PER ON PLANS JOINT SERVICE TRENCH
- CONCRETE PLACED AGAINST EARTH 3 IN. TOUCHUP DAMAGED NON GALVANIZED STEEL WITH SAME PAINT EARTHWORK
- FORMED CONCRETE EXPOSED TO EARTH, WEATHER, OR WATER 2 IN. APPLIED IN SHOP OR FIELD. SPECIFICATIONS BURIED CONDUIT
GRADE- SLABS ON I O
- FAMED SLA S (NOMIEPOSED TO WEATHER) .75 IN. 4. QUALITY CONTROL ELECT/TELEPHONE
- FRAMED SLABS XP - PROVIDE SERVICE OF LICENSED INDEPENDENT TESTING
(EXPOSED TO WEATHER) 1 IN. A a) INSPECTION OF BOLT INSTALLATION AND TENSION LAB FOR THE FOLLOWING: TYPICAL UNDERGROUND UTILITY TRENCH
- PLACE DEFORMED BARS IN ACCORDANCE WITH THE LATEST EDITION OF CRSI b) VISUAL INSPECTION OF FILLET WELDS UNLESS OTHERWISE NOTED N.T.S. DETAIL
RECOMMENDED PRACTICE FOR PLACING REINFORCING BARS c) ULTRASONIC TESTS OF ALL BUTT WELDS 326
- ALL WELDED WIRE MESH SHALL CONFORM TO ASTM A185. LAP TWO SQUARES AT ALL JOINTS AND - INSPECTION SERVICES MAY OCCUR IN SHOP OR FIELD AS REQUIRED DETAIL NTS
AND TIE AT 3'-0" ON CENTER.
- PROVIDE (2) #5 BARS EACH SIDE OF ALL OPENINGS IN WALLS AND SLABS. BARS TO EXTEND 24" NTS 325
BEYOND EDGE OF OPENINGS. (FOR SIZE AND LOCATION OF OPENINGS REFER TO ARCHITECTURAL,
MECHANICAL, AND ELECTRICAL DRAWINGS).
• FORM WORK:
- PROPERLY BRACE AND SHORE FORM WORK TO MAINTAIN ALIGNMENT AND TOLERANCES IN ACCORDANCE
TO ACI 347.
- DETAILS NOT SHOWN IN DRAWINGS SMALL BE IN ACCORDANCE WITH ACI DETAILING MANUAL (ACI 315).
4. COLD WEATHER
BY DEFINITION (ACI 306), COLD WEATHER CONDITIONS EXIST WHEN "FOR MORE THAN 3 CONSECUTIVE DAYS,
THE AVERAGE DAILY TEMPERATURE IS LESS THAN 40'F AND THE AIR TEMPERATURE IS NOT GREATER THAN A* 250 GALLON PROPANE TANK
50'F FOR MORE THAN ONE-HALF OF ANY 24 HR. PERIOD." .md
A B t (THICKNESS)
• ACCELERATED EARLY STRENGTH GAIN EXISTING GROUND 10'-0' 3'-0" 6"
- TO OVERCOME DELAYED STRENGTH AND INITIAL SET DEVELOPMENT ASSOCIATED WITH COLD WEATHER 12'-0" SURFACE, TYP. �..
CONDITIONS, ONE OR A COMBINATION OF THE FOLLOWING MIX ADJUSTMENTS ARE SUGGESTED: BACKFILL PER GENERATOR
EARTHWORK 4 DENSE GRADED CRUSHED STONE PER 1 3 _ A B (THICKNESS)
- SUBSTITUTING, TYPE I WITH TYPE III CEMENT SPECIFICATION MASSACHUSETTS HIGHWAY DEPARTMENT
"STANDARD SPECIFICATIONS FOR 7'-0" 4'-0" 6"
- ADDITION OF CALCIUM CHLORIDE ADMIXTURES HIGHWAY AND BRIDGES" ITEM402.1
- ADDITION OF NON-CHLORIDE ACCELERATORS 2% # - * UNLESS
SHOWN
-INCREASING THE TYPE I CEMENT CONTENT BY 100-200 LBS. ,v -_____
• PLACEMENT GUIDELINES 1 3 / " ' 'f: • r I I Ir
HE
_ PLANS
\/\ i' . .. `fie•• �'. .• ,: �. ', ..•'.. .. ..I •' ' _
- DO NOT PLACE CONCRETE ON A FROZEN SUBGRADE; o a oo °°o °o ciao o n ova°=omao0-- �- .-
ood o°°°°°pO°oci0 °°° oci000cio °000°0000ci°oocioo°°off°ots oob o
UPON THAWING UNEVEN SETTLEMENT AND CRACKING o0 00 00 °0 00 °o 00 00 00 °o °0 0 00 00 o — I CUT
000 ocio ocio .0°600°° °°° ci°° 000 °°° ci°° °°°oci°°oci°°°°°.°000 I ___I #3012" EA WAY
ARE LIKELY TO OCCUR. FORMS, REINFORCING STEEL, & EMBEDDED FIXTURES MUST BE CLEAR OF SNOW i& ICE =11111-1111 I a000 ciooQci°o o°noo°°oo0000000%0 ) cion°°o°°°00000°°°ooci0u0000
AT THE TIME CONCRETE IS PLACED. "_'I I i I I=1 I i I i =f'1rf�—T��f(-=-T>7�_�' °° 00 Qo°' °00 °o0 00° oo°1°°°o°°0=I I II 1
ff =Yli�1�-� I�rr=aTrM--7-f�tr� -�
- THE MINIMUM CONCRETE TEMPERATURE, AS PLACED AND MAINTAINED, MUST EXCEED 551F. . . HOWEVER, VIII—IIII 1--11111— ' -` —IEEE 11" ' �--""'=T` `=11111= '`-- CONCRETE PAD
CAUTION SHOULD BE EXERCISED WITH CONCRETE TEMPERATURES ABOVE 75'F. 12 GRAVEL BORROW COMPACTED (CAST-IN-PLACE
TO 9576 STD. MOD. PROCTOR PER EXISTING SUBGRADE OR PRECAST)
- APPROPRIATE CURING AND COLD WEATHER PROTECTION MUST BE INCORPORATED TO PREVENT THE MASSACHUSETTS HIGHWAY DEPARTMENT
CONCRETE FROM FREEZING. THE CONTRACTOR SHALL PROVIDE ADEQUATE HEATING EQUIPMENT TO HEAT "STANDARD SPECIFICATIONS FOR #3®12" EA WAY '
THE CONCRETE AND THE SURROUNDING AREA, le
HIGHWAY AND BRIDGES" ITEM # 151 3/4" CHAMFER -
• CURING AND COLD WEATHER PROTECTION SPEC M1.03.0 r
- TO DEVELOP THE STRENGTH, DURABILITY AND PERMEABILITY POTENTIAL OF THE CONCRETE, CURING AND GRAVEL ROAD DETAIL FIN GRADE
I „
TIO DURING COLD WEATHER CONDITIONS ARE ESSENTIAL. THE FOLLOWING GUIDELINES ARE 4 „
RECOMMENDED UPON PLACEMENT: ?\��\� _ \ _ 6
- THE CURING PERIOD MUST EX-TEND A MINIMUM OF 7 DAYS (MAINTAINING THE 55'F TEMPERATURE). DETAIL /
- DO NOT SEAL FRESHLY PLACED CONCRETE. SEALING RETAINS WATER IN THE CONCRETE THEREBY KEEPING \
IT SATURATED DURING FREEZE THAW CONDITIONS. NTS <321
_
- COLD WEATHER PROTECTION IS BEST PROVIDED THROUGH INSULATING BLANKETS OR LOOSE STRAW 4" (TYP) ""' 6" COMPACTED CRUSHED STONE
(MINIMUM 12 INCHES DEEP) SANDWICHED BETWEEN A WATERPROOF COVER E.G. POLYETHYLENE.
5. QUALITY CONTROL
OR GRAVEL
- CONTRACTOR SHALL MAKE PROVISIONS TO HAVE FOUR CYLINDERS CAST FOR EACH (50) CUBIC YARDS OF UNDISTURBED OR
NOTE: COMPACTED FILL
CONCRETE POURED OR FOR ANY ONE DAY OPERATION. -
USE GALVANIZED HILTI EXPANSION ANCHORS OR, APPROVED
TO- TESTING LABORATORY SHALL BE RESPONSIBLE FOR MAKING AND CURING SPECIMENS IN CONFORMANCE 1 . EQUAL, FOR EQUIPMENT ANCHORAGE.
TO ASTM C31 AND TESTING SPECIMENS IN ACCORDANCE TO ASTM C39.
VERIFY THE SIZE OF THE LEASED SPRINT PROPANE TANK
- CONTRACTOR SHALL PROVIDE PROPOSED CONCRETE MIX DESIGN IN ACCORDANCE WITH SPRINT STANDARD 2. AND FAA WARNING LIGHT EMERGENCY GENERATOR WITH
SPECIFICATION, FOR ANY POUR IN EXCESS OF 5 C.Y., TO CNSTRUCTION MANAGER A MINIMUM OF 48 HOURS PRIOR
TO POUR. THE SUPPLIER.
3. FOR SIZE AND LOCATION OF ANCHORS AND OTHER
REQUIREMENT, SEE EQUIPMENT VENDOR DRAWINGS.
OUTDOOR PAD EOR MIN0LEQUIPMENT
DETAIL
SCALE: 1 " = 2' 365
Sprin tC� OLvER STS'VTN'S S_ TA T --, S rin t
ssq���tr �' p
101 Accord Park Drive oa �- I � y,
l_..✓ O L_A N TON 10 Z Norwell, MA 82061-1685 / � \
`- (181) 982-5400 723 OSGOOD STREET 0 08j03 ISSUED FOR CONSTRUCTION CPC BFs JR8
c1
ENGINEERS AND SCIENTISTS NORTH ANDOVER, MA 01845 BOSTON MTA 0216 ISSUED FOR REVIEW NOTES 8C DETAILS
X03 CPG BFS JRB No. ;�,'
O 4�
NO. DATE REVISIONS
SITE N0. BS54XC860A ev CHK App' SS'/UNALE�� +�° JOB N0. CASCADE N0. SHEET NUMBER JEVSCALE: AS NOTED ?VV,DESIGNED DRAWN 17- 160 BS54XC86OA D--- 1
8'-0„
MAXj '
-- - - - - - - LINE POST CORNER, TERMINAL ,ir° ��' �"" ` � ���� ` '
OR PULL PO5T6 -0 6'-0" '<-y
MAY t 9 2003
- -
- O C, 9 y �� �`Li� ., V, ANTMWNT
I yam/� �� � WO,
rr
o �6'
t "`EvAG. FORK LATCH
ELEVATION W/ LOCK (FS)
Q ' N
TENSION BRACING OR— O
COMPRESSION BRACING
4s' • Z ` ,2 I , •
F�NCEF 3 - 2X4
1X4 BOARDS FACILITY SIDE
tD '
-
4X4 POST `�GcC<QQS6t
z ` PROJECT 1" ABOVE ,. 0
o w EXTERIOR 2X4 (TYP) 1X4 BOARD
m GROUND AND SLOPE '
o to m ISE ALL AROUND (TYP) 1 '-0" (TYP)
o ,°.
00 FIN GRADE OR MIN STAY f.
TOP OF PAVEMENT GATE GATE
4 ; — STOCKADE WOOD. GATE,
tie " MAX Q z TERMINAL OR PULL POST NOD—CELL) FOUR CABINET
CLEARANCE � f �D � �
WOODEN SWING GATE SINGLE OUT
FROM GRADE �. ISOMF�fI\IC VIEYY
POST FOOTING DETAIL DETAIL
---y-
MIN NTS �`h3A �-• -
NTS 346B
EXISTING CHANELS
1YPICAL SECTION BACK TO BACK
PROPOSED 1/4"0 TEK SCREW TYP. OF 3
STOCKADE WOOD FENCE W/2 1/2" EMBEDMENT, TYP. OF 6
_ �� A EXISTING 9'X4' BACK BOARD
NTS �
D r IAIL PROVIDED BY SHELTER SUPPLIER
POWER CABINET
PROPOSED B—LINE CHANNEL,
B22, CUT LENGTH TO SUIT
AND DRILL HOLES AS
POWER CABINET REQUIRED, TYP. OF 2
sEc�no�
O PROPOSED STUD N
PROPOSED 1/4"� LAG SCREW UT W/SPRING,
W/2 1/2" EMBEDMENT, TYP. OF 6 — SN228, (LENGTH AS REQUIRED)
TYP. OF 4
_ e —
POWER CABINET
I M
SHELTER WALL
EXISTING 9'X4' BACK BOARD
PROVIDED BY SHELTER SUPPLIER
EXISTING CHANELS 3'-6"
_ O BACK TO BACK r.
TYP. OF 3 16" 2'-2 3/4" 2'-2 3/4
I 0
will / 21-3 112$0
PROPOSED B-LINE CHANNEL, 822, CUT
LENGTH TO SUIT AND DRILL HOLES AS
-•• 8 -��� - REQUIRED, TYP. OF 2 2'-0 5/8" FLEXENT FLEXENT BATTERY BATTERY
2-02 1/2 CABINET CABINET CABINET CABINET 2'-0 5/8"
CONT VIEW .SOWER REAFm_ BV -_POKIER
:j-
000 PROPOSED STUD NUT W/SPRING,
• SN 228, (LENGTH AS REQUIRED) 9 1/2"
- TYP. OF 4
I
02 1/2" N .
02"
011 3/8"cc 9 3/4" FRONT
PCS MOUNTING HOLE LOCATIONS (MOD--CELL
WALL_MOUNTED POWER PROTECTION CABINET BOLT PATTER FOUR
N FOR PPC MOUNT _ _ CABINET LAYOUT
DETAIL DETAIL
373A 372 DETAIL
NTS 422
NTS
1 Sprin ..OLER � � � � � � r -- �¢��� � �..,STS'VE-IV S . l STA T�' � � ` .4�s� : , °Y Sprin t
Norw101 Accord Park Drive �, .��� r. --�
C OLA N TON 10 Z (781 e1982A540061--1685
Or-§p,..
723 OSGOOD STREET D �0 ISSUED FOR CONSTRUCTION CPG BFS r `�
3 JRB
ENGINEERS AND SCIENTISTS NORTH ANDOVER, MA 01845 BOSTON MTA 0 02%6,03 ISSUED FOR RIEVIEW �pG BFs JRB , �; !r� Al , .� ; DETAILS
F r
SITE N0. BS54XC860A N0. DATE REVISIONS By CHK App'p �" ,,"�� ' �� 1�'���'� t;1n ;"`•
JOB N0. CASCADE N0. SHEET NUMBER REV
SCALE: A5 NOTED DESIGINED DRAWN
17- 160 B S 5 4 X C 8 6 0A D-2 0
N
PROPOSED 30'X40'
8' IIIGII STOCKADE FENCE --
GROUNDING GENERAL NOTES FM� I V IPR D
PROPOSED 30'X40' 1 . ALL DETAILS ARE SHOWN AS A DIAGRAM, ACTUAL GROUNDING
SPRiNY COMPOUND MAY 1 9 2Q43
INSTALLATION AND CONSTRUCTION MAY VARY DUE TO SITE SPECIFIC
PROPOSED PROPANE TANKCONDITIONS NOr1TH ANDOVER
9 ON 3'X10' CONCRETE PAD <@> MANN N64 oE.PAR1'MENT
�2 TO BE PROVIDED BY SPRINT 2. ALL EXTERIOR GROUNDING AND TOP OF GROUNDING RODS SHALL
Cf
BE BURIED TO A MINIMUM DEPTH OF 4'-0" BELOW FINISHED GRADE,
o `'o PROPOSED GENERATOR ELECTRIC METER GROUND ROD EXCEPTED.
(OLYMPIAN 025F15L) D— PROPOSED GROUND ROD
ON 07' WICK ETE PAD OAT 10' O.C. FOR ALL 3. ALL GROUNDING CONDUCTORS SHALL BE #2 SOLID TINNED COPPER PROPOSED 2101 OL2-DOUBLE
(GEN. TO 6E PROVIDED BY SPRINT) GROUND RINGS WITH MIN. 1 ' RADIUS BEND.
HEIGHT • 08.5';k AGL OBSTRUCTION uG14T BECON BY
4. GROUND SYSTEM MUST BE TESTED AND SHALL HAVE A RESISTANCE PROPOSED SPRINT ANTENNA TBD, PART f 7901791A
OF 10 OHMS OR LESS. CONTRACTOR TO SUBMIT AN INDEPENDENT "FALL
POTENTIAL" TESTING REPORT.
5. NOTIFY CONSTRUCTION MANAGER IF THERE ARE ANY DIFFICULTIES
El El INSTALLING THE GROUNDING SYSTEM DUE TO SITE/SOIL CONDITIONS.
aao aao aao aa9 — aao —�— aaq aa0 —18�S
aao aa9 aao ----�aq U69 gag aao �aao aao a9 aao ado
[ 6. ALL UNDERGROUND GROUNDING CONNECTORS ARE TO BE CADWELD
Ro A ALL ABOVE GRADE GROUNDING SHALL BE CADWELD OR MECHANICAL
GAS - GAS ------ GAS GAS GAS -- GAS -- GAS GAS -- GAbC�p-- C
a� d U AS SPECIFIED ON THE DRAWINGS.
d HEIGHT = 86.5't AGI
0 D I [ 7. ALL GROUNDING INSTALLATION IS TO BE IN ACCORDANCE WITH THE PROPOSED AT&T ANTENNA
I SPRINT SPECIFICATIONS.
A
[ d �4 8. GROUNDS ARE TO BE INSTALLED A MINIMUM OF 2'-0" FROM SHELTER
OR TOWER FOUNDATIONS UNLESS OTHERWISE NOTED.
C,pD
o Cp ��QAC a�0 vQo PROPOSED 100' [ 9. CONTRACTOR TO HAND DIG IN AREAS AROUND EXISTING UTILITIES.
VQ d a�� FLAGPOLE L
(BY EQ) 10. ALL CONDUCTORS ARE TO BE ENCOMPASSES IN A 4" X 2" BED
A
PROPOSED OF TERRAFILL GROUNDING BACKFILL BEFORE BACKFILLING CONDUCTOR
ILII
u P FOUNDATION A TRENCHES.
b FLAGPOLE HEIGHT = 76.5'± AGL
;u (DESIGNED BY EO) " 11 . ALL INSTALLATIONS TO BE FIELD VERIFIED. FUTURE CARRIER ANTENNA
d
A 12. CONTRACTOR TO PHOTOGRAPHICALLY RECORD ALL UNDERGROUND
Q�0 TOWER uGIIT A ROUTING. CONNECTIONS AND CADWEL.DS.
A
d
PROPOSED GPS AT 75' <6V PROPOSED GPS LOCATED AT
ON FLAGPOLE FACING � 75' FACING SOUTII
d Q " SOUIIIEAST
�"- QED
aboc� v�4 \P� PROPOSED GROUND HALO
PROVIDED WITH SHELTER A
BY TRACIITE, INC.
� P �
d
8 PROPOSIF0 18" WIDE
SPRINT ICE BRIDGE \ \
G,pD VR p A 100.00'
ci — GRD — ��
C V�o ROPOSED 2
GANG METER BANK
C
A
G1
d PROPOSED AT&T Lo
SHELTER
GRD — GRD GRD GRD �2D —1�— GRD GRPROPOSED 100'
D GRD — FLAGPOLEi ( E
[— v ;u CLI � i i ! ATTACHED DESIGN
C t tj b Lu
a BY M))
Lj GRD L GRD
U
_ d �I t '
C CABINET CABINET CABINET CABINET TRANS. A
FLEXENT FLEXENT BATTERY BATTERY
Ly TOWER LIGIIT
N � CONTROLLER
(NTS)
C PROPOSED EQUIPMENT
SHELTERS BY TRAC14TE INC.
d din PROPOSED LJ (SEE ATTACHED DESIGN BY TRACHTE)
t TRANSFORMER
I PROPOSED 18" ODE PROPOSED GENERATOR
A
SPRINT ICE BRIDGE
OIJ 4'X7' CONCRETE PAD --
Ll a _. a p [ PROPOSED PROPANE TANK
aB QaD D a2iD ado ado �� L--- �, PROPOSED SPRINT ON 3'X10' CONCRETE PAD p -
(�— A PROPOSED 8'
-- - �---- -- �--
STOCKADE
C S C FENCE
d - 1411). " PROPOSED SPRINT PPC
GRD GRD GRD- GRD GRD GRD GRD GRD GRD --- GRD RD GRD GRD GRD RD G GRD GRD
�} _r—rEl
L-j El
PROPOSED csc
PROPOSED SPRINT PROPOSED TELCO
CABINET
O EQUIPMENT MOUNTED BACKBOARD PROVIDED
TO CONCRETE PAD WIT11 TRACIITE SHELTER
S
PROPOSED SPRINT FINAL ROUTING OF UTILITIE
PPC MOUNTED TO
PROPOSED 10' WIDE BACKBOARD ON PENDING CBNFIRMATIC]N BY
UTITI.IY EASEMENT SHELIER WALL POWER & TELCO COMPANY. 1
(POWER SIDLE ONLY) DMARC LOCATION MAY CLIANGEPROPOSED �
FROM U/p #7 UTILITIES Q
'{ •:
PROPOSED METER BANK,
/ TRANSFORMER AND CSC o 0 0 0 0 0
CA6INET NOT SHOWN J -,m 0
V�
FOR CLARITY ERB -G--6RD _� GRD RD 6 5 °
PROPOSED 15'016'
CAISSON TOWNER
GRAPHIC SCALE PARTIAL SITE PLAN FOUNDATION
2.5 1.25 0 2.5 5EAST ELEVA TION GRAPHIC SCALE
SCALE: 1 =2. 5 --0
5 2.5 0 5 10
SCALE: 1 "=5p-0f)
Sprin t
V Sprin t
COLE ,STEP VE1 .W, )S El STATT
R � 101 Accord Park Drive oa/ IM`�110Kl�►
v Norwell, MA 02061-1685
1/0 ISSUED ISSUED FOR CONSTRUCTION CPG eFs JRB GROUNDING PLAN ELEVATION
--AN0�1 10 (781) 982-5400 723 OSGOOD STREET BOSTON MTA . 03/28/03 ISSUED FOR REVIEW c BFS JRB ti
ENGINEERS AND SCIENTISTS NORTH ANDOVER, MA 01845 SITE N0. BS54XC860A NO. DATE REVISIONS BY CHK APP'D JOB NO. CASCADE NO. SHEET NUMBER REV
SCALE: AS NOTED DESIGNED DRAWN 17- 160 B S 5 4 X C 8 6 0A E— 1 0
ELECTRICAL SYMBOLS 6 AWG FROM EFCF:9IVF_1)
ANTENNA CABLE
® GROUND ROD WITH ACCESS GROUND KIT MAY 1 9 2003
XIT GROUND ROD (SEE DRAWING
E5 FOR CABLE 5 2
GROUND ROD QUANTITIES) N071-1 ANDOVER
PLANNING DEPARTMENT
DISCONNECT SWITCH
7 16" 3/4.1 p 0 1" (MIN.)
0 METER ON METER/BREAKER UNIT / o
GROUND BAR 2 0 0 0 � HEAT SHRINK —
0 0 0 1 `�" (MIN.)
CIRCUIT BREAKER ON WALL OR o S/S NUT
ON ANTENNA o 0 1/4" ti41N.)
0
0 0 0 °- o c _.,.—
GEN GENERATOR TOWER 0 0 �' 0 0
3 �i o 1 08A 5/S LOCK WASHER
CADWELD TYPE CONNECTION 509 / 0 0 E::�
COMPRESSION TYPE CONNECTION 1 _
-- GROUNDING WIRE O 0 �Q COPPER BUSSL
O O O O O O O 0 O O O S/5 FLAT WASHER O NOT HEAT SHRINK
''��JJ
-� � (/S BOLT ISCONNECT
REPRESENTS DETAIL NUMBER
XXX DO NOT DISCONNECT TYP. OF 2) -LABEL
XXX —REF. DRAWING NUMBER LEGEND
"DO NOT DISCONNECT" TAG ON ALL
ABBREVIATIONS 1 - TINNED COPPER GROUND BAR, 1/4" X 4" X 20", NEWTON INSTRUMENT CO. CAT. N0. GENERAL LUG DETAIL GROUND BAR INTERCONNECTS
LABEL "DO NOT DISCONNECT" B-6142. HOLE CENTERS TO MATCH NEMA DOUBLE LUG CONFIGURATION AND EQUALIZERS
AWG AMERICAN WIRE GAUGE 2- INSULATORS, NEWTON INSTRUMENT CAT. NO. 3061 -4
TCW TINNED COPPER WIRE 3- 5/8" LOCKWASHERS, NEWTON INSTRUMENT CO. CAT. NO. 3015-8 NOTES.
TWO HOLE LUG, TO BE 4- WALL MOUNTING BRACKET, NEWTON INSTRUMENT CO. CAT N0. A-6056 1) ALL HARDWARE 18-8 STAINLESS STEEL INCLUDING LOCK
BCW BARE COPPER WIRE WASHERS. COAT ALL SURFACES WITH ANTIOXIDANT
GPS GLOBAL POSITIONING SYSTEM CONTRACTOR TO UTILIZE KOPR-SHIELD USED WITH #2 AWG 5- 5/8-11 X 1 " H.H.C.5.BOLTS, NEWTON INSTRUMENT CO. CAT NO. 3012-1 COMPOUND BEFORE MATING.
(THOMAS & BETTS) ON ALL LUG TCW TO BUILDING 2) ALL HARDWARE SHALL BE STAINLESS STEEL (S/S) 3/8"
PPC POWER PROTECTION CABINET CONNECTIONS OR GROUND RING DIAMETER OR LARGER.
RWY RACEWAY 3) FOR GROUND BOND TO STEEL ONLY: INSERT A DRAGON
TYP. TYPICAL TOO WASHER BETWEEN LUG AND STEEL, COAT ALL SURFACES
RGS RIGID GALVANIZED STEEL TO GROUND BAR WITH ANTIOXIDANT COMPOUND BEFORE MATING.
EMT ELECTRICAL METALLIC TUBING INSTALLATION OF GROUND WIRE _ _ GROUNDING STANDARD DETAIL
DWG DRAWING GROUND BAR DETAIL
IGR INTERIOR GROUND RING (HALO)
MIGB MASTER ISOLATED GROUND BAR DETAIL
CIGBE COAX ISOLATED GROUND BAR EXTERNAL 509A
GEN GENERATOR DETAIL DETAIL NTS
GR GROWTH 508A 509
SSLP SPRINT SPECTRUM LIMITED PARTNERSHIP NTS NTS
DETAIL 500
NTS
12" APPROX.
3 3/4" 6„
1 1/4” DIA.
MAX. ANTENNA
ANTENNA CABLE - TO ANTENNA FLAGPOLE GROUND BAR (CIGBE)
TOP OF FLAGPOLE
SEE NOTE 1 .
CABLEWAVE 916132 CABLE GROUND KIT SEE DETAIL
( 08 509 (SIMILAR)
#2 AWG
(TYP.)
LUG
„ TYP #6 AWG STRANDED COPPER GROUND
3 -f>.
WIRE (GROUNDED TO GROUND BAR)
STANI DAR D
• GROUND KIT (TYP.)
-
COMPRESSION ( GROUND LUG
CONNECTOR CONNECTION OF CABLE GROUND KIT #6 AWG (PROVIDED 4/0 GREEN INSULATED
WITH GROUND KIT TYP.)
SHINER NOT ( TYP. ) SUPPORTS TO BE
TO EXCEED 1/8" RADIUS BEND 1 '-0" USED EVERY 2'-0" TO GPS ANTENNA CABLE
NOMINAL FOR HALO GROUND ANTENNA GROUND BAR (CIGBE)
BOTTOM OF FLAGPOLE
SEE NOTE 1 .
RADIUS BEND 0'-8"
MINIMUM SEE DETAIL 08 509 (SIMILAR)
( �p ) 12" APPROX.
2" 6"
2 1/2" DIA. � COAX CABLE
NORIZONI'AL. NONDIRECTIONAL MAX. (TYP. FOR ALL)
ANTENNA ►= LUG
SPLICE FOR CONNECTING CABLE lt�_ LUG
UPPLEMENT_ARY_ _BUS CABLEWAVE 916132I
CABLE GROUND KIT TO EQUIPMENT----" (2) #2 AWG BCW
VIA TRAY OR ICEBRIDGE
FLAGPOLE PIER
HORIZONTAL OMNI—DIRECTIONAL #2 AWG BCW
GROUND RING GROUND
SPLICE FOR CONNECTIONS: #6 AWG STRANDED COPPER E #2 AWG BCW (TYP OF 4)
1 . SUPPLEMENTARY BUS TO WIRE (GROUNDED TO GROUND BAR) -
SUPPLEMENTARY BUS °
2. SUPPLEMENTARY BUS TO
PRIMARY PERIPHERAL
INTERIOR BUS
NO�IZONTAL STANDOFF CONNECTION OF CABLE GROUND KIT - -
( TYP. )
NONDIRECTIONAL TO ANTENNA CABLE ANTENNA CABLE GROUNDING _ FLAGPOLE
SPLICE ISOMETRIC VIEW OF
VERTICAL NONDIRECTIONAL NOTE: DO NOT INSTALL CABLE GROUND KIT AT A BEND DETAIL NOTE:
AND ALWAYS DIRECT GROUND WIRE DOW
1 . NUMBER OF GROUND BARS MAY VARY
HALO INSIDE SHELTER SPLICE CORNER INSTALLATION TO GROUND BAR. 526 DEPENDING ON THE TYPE OF TOWER,
GROUND F 5U-)LCE – - -= NTS
PROVIDED BY SHELTER FABRICATOR, ORIENTATION.
LOCATION AND CONNECTION
ORIENTATION. PROVIDE AS REQUIRED.
TRACHTE, INC.
DETAIL 2. A SEPARATE GROUND BAR E S
__<513 FOR GPS ANTENNA IF REQUIRED.
NTS
DETAIL 1
NTS I
spr1 n � �1� , „ „ _�, Sprin t
STE, VEN S 1.!,AJ � T�' n
COLER 101 Accord Park Drive oa/ A7AlC Fff
v Norweb MA 02061-1685 L2, 00/03 ISSUED FOR CONSTRUCTION cPc eFs JRe coNVE GROUNDING & ELECTRICAL DETAILS
�. �L.� N ���'� �� z (�a1) X82--5400 723 OSGOOD STREET BOSTON MTA 0 02%6,03 ISSUED FOR REVIEW CPG 8Fs JRB M1, ,1` E Tl5420
Na, 8420
N NORTH ANDOVER, MA 01845 N0. BS54XC860A No. DATE REVISIONS BY cfiK APP'D , JOB No. CASCADE N0. SHEET NUMBER REV
ENGINEERS AND SCIENTISTS SITE
SCALE: AS NOTED DESIGNED DRAWN 17— 16 0 B 5 4 X C 8 6 0 E-- 2 0
FROM ANTENNA
NOTE: DO NOT INSTALL CABLE GROUND �n����l��
KIT AT A BEND AND ALWAYS DIRECT
TX RXI GROUND WIRE DOWN TO CIGBE
Rx MAY 1 9 2003
Tx
SUPPORT POST + BRACKET FOR 27
NORTH(3-9") PART #802225 (PIROD PLANG ENT
Tx Rx INC OR EQUAL) CUT POST LENGTH TO FLAGPOLE
WEATHER PROOFING KIT SUIT BY REMOVING UNCAPPED END
GROUNDING KIT tSUPPORT POST
JUMPER REQUIRED — FOR ICE BRIDGE
27" ICE BRIDGE 3-9" CHANNEL x10'—
PART # 124470 (PIROD INC. OR �—
^� ANTENNA CABLE EQUAL) CUT ICE BRIDGE CHANNEL
-- TO CABLE BUNDLE (TYP.) LENGTH TO SUIT (SEE NOTE).
IER PROOFING KIT
CABLES FROM FLEXENT CABINET —
THROUGH BUILDING PORT —
6 INSULATED AWG
HANGER BRACKET TYPE DOUBLE CABLE —�
LEVEL CHANNEL/27 BRIDGE PART PORT/ I I
•
— SECTOR CIGBE (1 TYP.) 509 #802257 (PIROD INC OR EQUAL) ° ° ° o HANDHOLE 00yy
MAXIMUM CABLE SPAN = 3'-0" TYP. °— ° CIGBE
FROM ANTENNA EQUIPSIDE Q
FRAME SUPPORT I FOR CABLE HANGER
#2 AWG TCW #2 AWG TCW rl
SEE TABLE BELOW
PCS/GPS ANTENNA
Ll
CABLES—ARRANGEMENT
• 0 0 • — UPPER CIGBE a9 b _ BY CONTRACTOR.
#2 AWG TWC
7 [ f
BONDED TOFLAGPOLE
TOWER 4/0 INSULATED AWG
##2 AWG BCW TO FOUNDATION
EQUIPMENT GROUND #2 AWG BCW <3�/\lB CONC. PIERSECTION TNRU
10 • 0 0 a RIGID STEEL LOWER CIGBE RINICE BRIDGE ELEVATIONICE BRIDGE
RIGID STEEL ANTENNA CABLE
CONDUIT PLUG `—`"—
#2 AWG, TCW TO GROUND RING CONDUIT BENDING RADIUS
COUPLING DETAIL PER MANUFACTURER'S
_ 576C STANDARDS
NTS
GROUNDING -- STANDARD DETAIL. 6 GRADE
CONNECTION OF GROUND WIRES TO 7
GROUNDING BAR_ (CIGBE),
DETAIL
522 RIGID
NTS STEEL
CONDUIT L PVC SCHEDULE 40
RIGID STEEL SIZE AS SHOWN
TO PVC ADAPTOR ON LAYOUTS
RACEWAY -- STANDARD DETAIL
UNDERGROUND CONDUIT STUB-UP TYPE CABLE HANGER BEND RADIUS
NOMINAL CABLE CABLEWAVE MANUF. MIN.
GRADE
CABLE SIZE
NUMBER TYPE NUMBER
1/2" 810918-001 915659 5"
DETAIL COMPRESSION TYPE TWO—HOLE
HOTTING,
1 5/8" 810920-001 915594 22"
NTS 566 LONG BARREL GROUNDING
0.75" O.C. LUGS (FOR #2 AWG
SOLID COPPER CONDUCTOR)
4
PROVIDE 3/8" FILLISTER-HEAD BOLTS, LOCK WASHERS AND NUTS FOR
CADWELD ATTACHMENT OF CABLE HANGERS TO SUPPORT BRACKET
r`
TO COMPOUND GROUND RING — #2 AWG TCW �--- — � TO MONOPOLE GROUND RING (NUMBER OF KITS AS REQUIRED)
NOTES
#2 AWG TCW I. WHEN USING PIROD COMPONENTS AS SHOWN IN STANDARD DETAILS, MAXIMUM ALLOWABLE SPAN
BETWEEN SUPPORTS ON A CONTINUOUS SINGLE SECTION OF BRIDGE CHANNEL SHALL BE 19 FEET
SHELTER GROUND HALO CABINET CABINET CABINET CABI T FOR 20 FEET BRIDGE CHANNEL OR 9 FEET FOR 10 FEET BRIDGE CHANNEL.
CABINET CABINET CABINET CABINET O
PROVIDED BY SIIEI.'iR 2. WHEN USING PIROD COMPONENTS FOR SPLICING BRIDGE CHANNEL SECTIONS, TI SPLICE SHOULD
RING GROUND FABRICATOR, TRACHTE, INC. ,
#2 AWG TCW I 3 _ I ::1- BE PROVIDED AT THE SUPPORT, IF POSSIBLE, OR AT A MAXIMUM OF 2 FEET FROM THE SUPPORT.
NP 3. WHEN USING PIROD COMPONENTS, SUPPORT SHALL BE PROVIDED AS CLOSE AS POSSIBLE TO THE
ENDS OF ICE BRIDGES, WITH A MAXIMUM CANTILEVER DISTANCE OF 2 FEET FROM THE SUPPORT TO
m �l THE FREE END OF THE ICE BRIDGE.
o 4. CUT BRIDGE CHANNEL SECTIONS SHALL HAVE RAW EDGES TREATED WITH A MATERIAL TO RESTORE
#2 AWG STRANDED COPPER THE EDGES TO THE ORIGINAL CHANNEL, OR EQUIVALENT, FINISH.
GROUND ROD COPPERWELD CABLE WITH GREEN — — — 5. ICE BRIDGES MAY BE CONSTRUCTED WITH COMPONENTS FROM MANUFACTURERS OTHER THAN PIROD,
5/8"OX10'-0" LONG THWN INSULATION FOR �— #2 STRANDED GREEN INSULATED PROVIDED THE MANUFACTURER'S INSTALLATION GUIDELINES ARE FOLLOWED.
EQUIPMENT ENCLOSURE BOND PROPOSED GROUNDING LINE COPPER CABLE (TYP) 6. DEVIATIONS FROM STANDARDS FOR COMPONENT INSTALLATIONS ARE PERMITTED WITH THE RESPECTIVE
(TYP.) BOND TO ALL METALS FRAMESW9
FAN, LOUVERS, ETC. WITH #2 STRANDED 4" x 20" x 1/4" TINNED COPPER MANUFACTURER'S AND ENGINEER'S APPROVAL.
GREEN INSULATED WIRE MAIN GROUND BAR (MGB). MOUNT MGB ON 7. DEVIATIONS FROM ICE BRIDGE FOUNDATIONS SHOWN ON SITE SPECIFIC DRAWINGS OR STANDARD DETAILS
NOTE: 1 . ENLARGED MIGB IS SHOWN FOR CLARITY TO DEPICT THE REQUIRED CABLE TRAY/WAVEGUIDE SUPPORT SYSTEM. ( YP.) REQUIRE ENGINEERING APPROVAL.
CONDUCTORS TO THE BAR.
GROUNDING STANDARD DETAIL 2. LOCATION OF THE MIGB'S & CIGB'S TO BE DETERMINED IN FIELD AND MAY BE
PRACTICAL TO ACHIEVE TDHAS E DESIGNEDSE CONFIGURATIONS.T AS FEASIBLE AND GROUNDING - STANDARD DETAIL EQUIPMENT
ICE BEIGE COAX CABLE SUPPORT DETAIL
GROUND ROD _ -
DETAIi_
DETAILDETAIL
503 69--4 NTS 5760
NTS NTS
17
�1SprYn t
Spn _
S TF'VEI N S' El S TA TET .A.
C O L�. E R & 10 Accord Park Drive �04j, f' ti
1
Norwell, MA 02061-1685 0 oa/03 ISSUED FOR CONSTRUCTION cac eFs JRB
C (�LAN TON 10 Z 723 OSGOOD STREET 02, e�cTwE�. GROUNDING & ELECTRICAL DETAILS
(781) 982--5400 BOSTON MTA Q 26/03 ISSUED FOR REVIEW CPG BFs JR8 tto.3E120 ;
NORTH ANDOVER, MA 01845
ENGINEERS AND SCIENTISTS SITE NO. BS54XC860A NO. DATE REVISIONS BY CHK APP'D JOB NO. CASCADE NO. SHEET NUMBER REV
SCALE: AS NOTED DESIGNED DRAWN T 17- 160 B S 5 4 X C 8 6 0A E-3 0
B. ANTENNA COAXIAL CABLES (WAVE GUIDE : MAY 1 9 ?flER
MONOPOLE NOTE: THE RF TRANSMISSION LIN � ,�NORTH ANDOVER
(PRC), FURNISHED BY LUCENT, INSTALLED
THE BETWEENT NNA CONSISS PRIMARY OF RADIO A COAXIAL U�CAB h�PARI MFra1
GPS ANTENNA SOMETIMES REFERRED TO AS A WAVEGUIDE. BLE,
CHAIN MOUNT (ACCOMODATES MONOPOLE (SUPPLIED BY LUCENT) 1. ALL ANTENNA COAXIAL CABLES AND JUMPERS SHALL BE INSTALLED WITHOUT LOOPS
DIAMETERS FRO' 6 1/2"-36") AND/OR PIGTAILS.
2. ANTENNA COAXIAL CABLE GROUND KITS SHALL NOT BE INSTALLED ON THE JUMPER BETWEEN
THE ANTENNA AND MAIN LINE CABLE.
3. ANTENNA COAXIAL CABLE GROUND KITS SHALL BE INSTALLED AS CLOSE TO THE CONNECTOR
AS POSSIBLE AT EACH ANTENNA. IF THIS IS NOT FEASIBLE,
BE IMMEDIATELY AFTER THE THE GROUND KIT SHALL
I I 1 THE INSTALLCABLE ED THE GROUND K T SHALL BEND ON THE FIRST STRAIGHT RUN OF
AND NOT ON BENDS. BE INSTALLED ON STRAIGHT SECTION OF CABLE ONLY
2 I
4. ANTENNA COAXIAL CABLE SHALL BE INSTALLED TO COMPLY WITH
THE MANUFACTURER
I MINIMUM BEND RADIUS SPECIFIED BELOW. THE CONTRACTOR SHALL INSTALL RACEWAY
I CABLE TO PIPE CONNECTOR FOR COAXIAL CABLE USING THE PROPER FITTINGS NE RACEWAY
I I BURNDY TYPE GAR MINIMUM BEND RADIUS REQUIREMENTS ARE MET. NECESSARY TO ENSURE THAT THE
I I (TYP 2 PLCS)
III COAXIAL CABLE MINIMUM BEND RADIUS
MOUNTING -1 T+ TILT HOLES FOR ADJUSTMENT MANUFACTURER CA MINIMUM
BLE TYPE CABLE SIZE BEND MINIMUM BEND RADIUS IN 4
BRACKET PLATE �"" RADIUS IN TRAY OR 6" CONDUIT
SEE DETAIL A
o C=
0 0 o I I 4 CABLEWAVE FLC 12-50J 1/2 5" 10
o
° PROPOS p LIQ CABLEWAVE FLC 158-50J 1 5 8" 20"
ED _+ 28
GPS MOUNT o000 o VALMONT GPS 3 1 5. THE GPS ANTENNA COAXIAL CABLE SHA
SEE DETAIL 806 00 ..� CHAIN MOUNT POST CONNECTOR AT THE ANTENNA HEAP LL BE A CONTINUOUS CABLE RUN, FROM THE
SEE DETAIL THIS SHEET TO THE CONNECTION AT THE. BTS CABINET, WITHOUT JUMPERS.
7. ALL ANTENNA COAXIAL CABLES SHALL BE MARKED AND TAGGED IN ACCORDANCE WITH THE
2 STANDOFF #2 AWG TCW I REQUIREMENTS IN PROJECT SPECIFICATIONS.
(TYP 3 PLCS)
GROUNDING KIT C. EMERGENCY GENERATORS
1 . THE GENERAC EMERGENCY GENERATORS SHALL BE INSTALLED IN ACCORDANCE WITH THE
CIGBE
2HOLE LUG (TYP) 1/2"0 COAX CABLE MANUFACTURERS INSTALLATION INSTRUCTIONS THAT ARE SHIPPED WITH THE UNITS.
MINIMUM BENDING RADIUS PER 2. THE STARTUP OF THE GENERAC EMERGENCY GENERATOR SHALL BE PERFORMED BY CERTIFI
GROUND BAR MANUFACTURER'S STANDARD ELECTRICAL DISTRIBUTORS (CED) OR ANOTHER FACTORY AUTHORIZED AGENT, THE FIELDED
2/0 INSULATED MLE
AWG GROUNDING KIT SHALL COORDINATE THIS EFFORT WITH TOM CARROLL OF CED (1 -800-727-9119) TO ENSURE
AWG BCW 2/0 GREEN INSULATED (PROVIDED WITH KIT) THAT THE SAFETY AND WARRANTY ISSUES ARE ADDRESSED.
— 2 3/8" ODX9" MOUNTING AREA MAY BE ATTACHED IN-LINE TO
FOR SUPPORTING A GPS THE 4/0 GREEN INSULATED
DOWN CONDUCTOR FROM THE
C UPPER CIGBE WITH A LONG
ELEVATION VIEW BARREL HIGH COMPRESSION
l�V BURNDY C-CRIMP AND
WEATHERPROOFED (SIMILAR TO
VALMONT GPS CHAIN MOUNT (PART NO. B2069) GROUND KIT)
GPS ANTENNA MOUNTING BRACKET
NOTE: DETAI L
1 . THE ELEVATION AND LOCATION OF THE GPS ANTENNA SHALL BE IN ACCORDANCE WIH THE FINAL RF
NTS 806
REPORT.
2. THE GPS ANTENNA MOUNT IS DESIGNED TO FASTEN TO A STANDARD 1 -1/4" DIAMETER, SCHEDULE 40,
GALVANIZED STEEL OR STAINLESS STEEL PIPE. THE PIPE MUST NOT BE THREADED AT THE ANTENNA
MOUNT END. THE PIPE SHALL BE CUT TO THE REQUIRED LENGTH (MINIMUM OF 11'_- INCHES) USING A
HAND OR ROTARY PIPE CUTTER TO ASSURE A SMOOTH AND PERPENDICULAR CUT. A HACK SAW
SHALL NOT BE USED. THE CUT PIPE END SHALL BE DEBURRED AND SMOOTH IN ORDER TO SEAL
AGAINST THE NEOPRENE GASKET ATTACHED TO THE ANTENNA MOUNT. CE ITE INSTALLATION NOTES
3. THE MOUNTING PLATE SHALL BE FABRICATED AS SHOWN AND ATTACHED TO THE APPROPRIATE
SUPPORT STRUCTURE USING U—BOLTS. THE SUPPORT PIPE SHALL THEN BE ATTACHED TO THE THE FOLLOWING INSTALLATION NOTES HAVE BEEN COMPILED FROM THE EXISTING PROJECT
MOUNTING PLATE USING THE OVERSIZE U—BOLTS PROVIDED TO ALLOW ADJUSTMENT. IT IS CRITICAL T DOCUMENTS DOCUMENTS (i.e. PROJECT SPECIFICATIONS, SPRINT STANDARD PRACTICE, LUCENT 8. FERROUS METAL CLIPS WHICH COMPLETELY SURROUND THE GROUNDING CONDUCTOR
BASE OF THE ANTENNA IS WITHIN 2 DEGREES OF LEVEL. ET ENSURE COMPLIANCE WITH THE PROJECT DESIGN AND SPECIFICATION REQUIREMENTS.
'FOLLOWING MATERIALS AND TYPES MAY BE USED TO FASTEN AND SUPPORT SHALL NOT BE USED. CLIPS OF THE
EMENTS. ORT GROUNDING CONDUCTORS,
A. GROUNDING PLASTIC CLIPS
1. ALL METAL CONDUIT FOR GROUNDING DOWN CONDUCTORS SHALL BE BONDED TO THE GROUND SYSTEM AT BOTH ENDS.
BILL OF MATERIALS 2. GROUNDING CONDUCTORS SHALL BE CONNECTED TO THE MAIN WATER PIPE USING A BURNDY TYPE GAR—TC METAL CLIPS WHICH DO NOT COMPLETELY
3. KOPR—SHIELD ANTI—OXIDATION COMPOUND SHALL BE USED ON ALL GROUNDING CONNECTIONS. CLAMP. ELY SURROUND THE GROUNDING CONDUCTOR.
4. ALL UNDERGROUND GROUNDING CONNECTIONS SHALL BE MADE BY THE CADWELDO PROCESS.
(each) 5. ALL CADWELDSOSHALL BE INSTALLED USING THE PROPER CONNECTION/MOLD AND MATERIALS FOR THE PARTICULAR
MARK DESCRIPTION QUANTITY CONNECTION AND/OR APPLICATION.
d55���
1 1 -1/4 0 SCHEDULE 40 X 18" LG. MIN 5S OR GALV. PIPE 1 TEE CONNECTION SWEEP CONNECTION POST CONNECTION 9. STANDARD BUSS BARS (CIGBES AND MIGBS) SHALL BE FURNISHED AND INSTA
OR MODIFIED IN THE FIELD. LLED. THEY
SHALL NOT BE FABRICATED
/ANTENNA POST 10. THE GROUNDING CONNECTION TO THE POWER AND TELCO CABINETS OF THE PPC SHALL BE MADE BY CONNECTING THE
��CADWELD /CADWELD
11 . ALL GROUNDING WIRES S14ALL BE INSTALLED WITHOUT LOOPS (PIGTAILS) ANDRS ARP EACH COMPARTMENT.
CADWELD ) BEND RADIUS.
LW 1/2" MEDIUM LOCKWASHER 6
#2 AWG TCW #2 AWG TCW
HN 1/2 A563 GR A HEX NUT
4
#2 AWG TCW
6. ALL BOLTED GROUNDING CONNECTIONS SHALL BE INSTALLED WITH A LOCK WASHER UNDER THE NUT. HARDWARE FOR
BOLTED CONNECTIONS SHALL BE A MINIMUM OF 3/8" DIAMETER AND SHALL BE STAINLESS STEEL.
7. GROUNDING WIRE SHALL NOT BE INSTALLED OR ROUTED THROUGH HOLES IN ANY METAL OBJECTS OR SUPPORTS TO
PRECLUDE ESTABLISHING A "CHOKE" POINT.
#2 AWG TCW
DEPICTS CHOKE POINT (NOT ACCEPTABLE)
Sprint�ST�1O1 Accord Park Urlve STr'VEN S TT' s = -�, S'priri E
C O L�/a N TON 10 Z Norwell, MA 02061-1685 � ?' . . ti
Q oa�8/o3 ISSUED FOR CONSTRUCTION CPG BFS JRB O p� ��lA,
!' 781) 982-5400 723 OSGOOD STREET cor,vE�r
ENGINEERS AND SCIENTISTS BOSTON MTA 03i ECTRIcnt N GROUNDING SC ELECTRICAL NORTH ANDOVER, MA 01845 28,03 ISSUED FOR REVIEW cPG aFs JR8 TRICA DETAIL
S
36420
SITE NO. BS54XC860A No. DATE REVISIONS sTER�°
BY CHK APP'D �`
1
SCALE: AS NOTED JOB NO. CASCADE N0. SHEET NUMBER REV
DESIGNED DRAWN 17- 160 BS54XC860A
E-4 0
ANT GPS ANTENNA — GPS ANTENNA
FURNISHED BY LUCENT 'TECHNOLOGIES FROM EXISTING U/P #A7 NOTES: MAY 1 g gnni
1 . SERVICE POWER SHALL BE: 240VA�C, NUIFfFiAND� 1�3W'
7/16" DIN FEMALE CONNECTOR ANTENNA PROPOSED 4" SCHED. 40 PVC FOR AT&T LANN,NriDEPARTMFNT
/ (ANTENNA) 7/16 DIN FEMALE CONNECTOR (ANTENNA} PROPOSED PAD MOUNTED SHELTER POWER TO BE STUBBED 2. A 200AMP METER AND A NEMA 3R DISCONNECT
FLEXWELL 1 2" LOW LOSS CA, TELCO BOX UP THROUGH FOUNDATION SHALL BE INSTALLED IN THE PROPOSED METER BANK.THE
TRANSFORMER
/ BLE -7/16 DIN MALE CABLE CONNECTOR 4 SCHED. 40 PVC FOR KNOCKOUT NUMBER OF JAWS IN THE METER SOCKET AND THEIR
PREMIUM JUMPER ASSEMBLY (S—FLC12) CABLEWAVE 734750 AT&T SHELTER TELCO
ARRANGEMENT DEPENDS ON THE VOLTAGE SERVICE.
SECTOR CIBGE CABLEWAVE 815396-003P /806 TO BE STUBBED UP 2-750 AWG + 1-1 0 AWG CONSULT UTILITY COMPANY FOR VOLTAGE SERVICE
THROUGH FOUNDATION AVAILABILITY.
KNOCKOUT GND IN 4" SCHED. 40 PVC
508A GROUND = PROPOSED METER BANK 3. POWER SERVICE SHALL BE AS SHOWN TO PROPOSED
BAR METER BANK.
(NEAR ANTENNA) �-- DIN FEMALE CONNECTOR CABLEWAVE FLEXWELL CABLE PROPOSED METER
CABLEWAVE 734754 FLC 12-50J 810918-001 W/DISCONNECT (NOTES 1 ,2,3) 4. FOR COMPLETE INTERNAL WIRING AND ARRANGEMENT,
REFER TO VENDOR PRINTS PROVIDED BY PPC
508A GROUND GROUNDING KIT 3-3/0 AWG + 1—#8 AWG MANUFACTURER.
BAR CABLEWAVE 916388 -.---- GROUNDING KIT (1 ) 25 TWISTED PAIR, GND IN 4" SCHED. 40 PVC
LOWER CIBGE
CABLEWAVE 916382 24 GAUGE SOLID WIRE 5. POWER CONDUIT SHALL BE PROVIDED BY CONTRACTOR
- -� CABLEWAVE FLEXWELL CABLE IN (2) — 4" SCHED. 40 ATS GEN UP TO PROPOSED METER BANK. SEE SHEET NUMBER A-2
FLC 158-50J 810916--001 PVC (ONE ACTIVE, ONE SPARE) AS PER FOR ELECTRICAL CONDUIT LAYOUT. SEE TRENCHING
ANTENNA CABLE COVER ASSEMBLY (NOTE 9) MANUFACTURER'S DETAILS 325 & DETAIL 326 ON SHEET D-1 .
GROUND BAR � 6. TELCO SOURCE TO BE PROVIDED BY CONTRACTOR UP
(AT EQUIPMENT) CABLEWAVE 734754DIN FEMALE CONNECTOR TO PROPOSED TELCO BOX. (INCLUDE NYLON PULL WIRE
CIGBE TELCO POWER POWER PROTECTION FOR TELCO USE).
-_� - PANEL PANEL CABINET
FLEXWELL 1 /2 LOW LOSS FOAM CABLE NOTE 4 (PPC—MOD) 7. ALL WORK SHALL BE DONE IN ACCORDANCE WITH
PREMIUM JUMPER ASSEMBLY (FLC12) THE MASSACHUSETTS ELECTRICAL CODE.
CABLEWAVE 826032-004P I 4—#2 AWG, 1—#6AWG
NEUTRAL, 1—#6 AWG GND 8. 25 PAIR CABLE SHALL BE CATEGORY 5 RATED
(1) 25 TWISTED PAIR, _ IN 2" EMT CONDUIT
DIN MALE CABLE CONNECTOR 24 GAUGE SOLID WIRE CABLE FOR DATA TRANSFER.
CABLEWAVE 734750 CABLE, IN 2" RGS CONDUIT 2—#6AWG, 1—#8AWG
FLEXENT CABINET (NOTE 9) I NEUTRAL, 1—#10 AWG GND 9• CONTRACTOR TO FURNISH AND INSTALL 2 80 AMP,
_ _ _ — 1 -2P 60 AMP SHELTER PANEL AND 1 -1P 200 AMP
IN 1 EMT CONDUIT ( }
T (TOWER BEACON) BREAKERS FOR THE PPC.
SECTOR (TYP.)
BY OTHERS NOTES: 1 . SEE ELECTRICAL LAYOUT DRAWINGS FOR ANTENNA LOCATIONS
I 45A SHELTER 10. POWER AND TELCO CONDUITS ONLY TO BE INSTALLED
2. DO NOT INSTALL_ ANTENNA GROUND KIT ON CABLE BEND FLEXENT SHELTER
CABINET PANEL FROM CSC AND METER BANK TO AT&T SHELTER
MECHANICAL BETA MECfiANICAL GAMMA MECHANICAL ( 11 . CONTROLER PANEL TO BE MOUNTED TO FLAG POLE
ALPHA FAA TOWER LIGHT
DOWNTILT= 2' DOWNTILT= 2' DOWNTILT= 4' GPS ANTENNA CONTROLER WITH STAINLESS STEEL BAND CLAMPS.
_ GRADE LEVEL
COAX LENGTH (FT)* COAX LENGTH (FT) * COAX LENGTH (FT) * COAX LENGTH
CABLE CABLE CABLE CABLE (FT) * 3/4" AWG IN
FROM/TO RX TX RX/TX RX TYPE/SIZE RX/TX RX TYPE/ GPS POWER �c TELEPHONE RISER DIAGRAM 3/4" EMT CONDUIT
TYPE/SIZE / RX TYPE/SIZE SIZE
ANTENNA TO CABLEWAVE CABLEWAVE CABLEWAVE
FI-Cl 3 3
JUMPER CABLE FLC12 3 3 FLC12 3 3 N/A N/A
ASSEMBLY 815396—,003P 815396—,003P 815396-003P G�2XA l Al = ALPHA FACE, RED (SINGLE STRIPE)
1 2 1 2 RIGHT ANTENNA AS VIEWED WHILE LOOKING AT THE FACE OF THE ARRAY
JUMPER CABLE TO CABLEWAVE CABLEWAVE CABLEWAVE CABLEWAVE 290' 50'
FLC 158-50J FLC 12-50J A2 = ALPHA FACE, RED/RED (DOUBLE STRIPE)
ANTENNA CABLE FLC 158-50J 110 110 FLC 158-50J 110 110 110 110 90 LEFT ANTENNA AS VIEWED WHILE LOOKING AT THE FACE OF THE ARRAY
COVER ASSEMBLY 810916-001 810916-001 810916-001 810918-001
1 �4" 1_ 1 4" 1 1 /4" . 1 /2" B1 = BETA FACE, WHITE (SINGLE STRIPE)
RIGHT ANTENNA AS VIEWED WHILE LOOKING AT THE FACE OF THE ARRAY
ANTENNA CABLE CABLEWAVE CABLEWAVE CABLEWAVE
COVER ASSEMBLY FLC 12 4 4 FLC 12 4 4 FLC 12 4 4 N/A N/A B2 = BETA FACE, WHITE/WHITE (DOUBLE STRIPE)
TO PRIMARY 826032-004P 8260:.r2-004-P 826032-004P G1 A2 LEFT ANTENNA AS VIEWED WHILE LOOKING AT THE FACE OF THE ARRAY
RADIO CABINET
(BY SPRINT) 1 /211
/2 1 /2" 82 B1 G1 = GAMMA FACE, BLUE (SINGLE STRIPE)
RIGHT ANTENNA AS VIEWED WHILE LOOKING AT THE FACE OF THE ARRAY
* ESTIMATED LENGTHS FROM AVAILABLE INFORMATION.
NOTES_ 1 . TYPES AND SIZES OF THE ANTENNA CABLES ARE BASED ON THE ESTIMATED LENGTH OF THE CABLES. CONTRACTOR G2 = GAMMA FACE, BLUEBLUE (DOUBLE STRIPE)
TO VERIFY THE ACTUAL LENGTHS IN THE FIELD BEFORE INSTALLATION AND NOTIFY THE FIELD ENGINEER FOR LEFT ANTENNA AS VVIEWED WHILE LOOKING AT THE FACE OF THE ARRAY
VERIFICATION OF SIZES OF THE CABLES. REFER TO FINAL ANTENNA RECOMMEND FOR ANTENNA TYPE AND AZIMUTHS.
2. FIELD ENGINEER TO UPDATE THE LENGTH OF CABLES ON AS—BUILT DRAWINGS 175'CONTRACTOR TO SUPPLY PHOTOGRAPHIC BOSTON MARKET COAX CABLE COLOR CODES
TYPICAL ANTENNA CABLE CONFIGURATION EVIDENCE OF COLOR CODING AT TOP OF FLAGPOLE.
ITEM # DESCRIPTION PART NUMBER QUANTITY LENGTH TOTAL LENGTH GPS
(EACH) (FEET EACH) (FEET ORDERED) ANTENNAS ANTENNA SECTOR
1 GAMMA SECTOR: ALLEN TELECOM DB932DG65T4E—M 1 — — ANTENNA COAX GROUND KIT
2 ALPHA AND BETA SECTORS: ALLEN TELECOM DB932DG65T2E—M 2 —
^~ — #6 INSULATED AWG
3 MECHANICAL DOWNTILT KIT D8390, DB5098 3 — — SECTOR CIGBE/UPPER CIGBE GND BAR GND BAR GPS CIGBE
1 1 /4" COAX CABLE FOR ALPHA, BETA & GAMMA SECTORS 810916-001 6 110 730
4 (CABLEWAVE/FLEXWELL)
2/0 GREEN INSULATED
5 1 /2" COAX CABLE FOR GPS (CABLEWAVE/FLEXWELL) 810918-001 1 90 100
1 1/4" UNATTACHED DIN—FEMALE CONNECTOR FOR ALPHA, BETA & GAMMA 734754 13 — — (1 ) GREEN ANTENNA COAX GROUND KIT
6 (FLEXWELL/CABLEWAVE) INSULLAA TED AWG
7 1 /2" UNATTACHED DIN—MALE CONNECTOR FOR GPS (CABLEWAVE/FLEXWELL) 734750 2 — — #6 INSULATED AWG
8 3' JUMPER CABLES FOR ANTENNA/COAX CONNECTION — DIN MALE & DIN—MALE 815396-003P 6 3 18 GND BAR
LOWER CIGBE
CONNECTORS_(CABLEWAVE/FLEXWELL)
9 1 1 /4" GROUND KIT (CABLEWAVE/FLEXWELL) 916388 18 —
#2 AWG BARE TINNED
10 1 /2" GROUND KIT (CABLEWAVE/FLEXWELL) 916382 3
11 PPC (200A) NS2S2—W201 1 ANTENNA COAX GROUND KIT
12 GPS ANTENNA — BY LUCENT
— — — — — — — — — .— #6 INSULATED AWG
13 WEATHER PROOF KIT 916132 6 - -- ---
916534-114, 6, 1 GND BAR CDA CIGBE
14 CABLE HOISTING GRIPS (1 1 /4", 1/2 ) 916534-012
#2 AWG BARE TINNED
4' JUMPER CABLES FOR ANTENNA/COAX CONNECTION — DIN MALE/DIN MALE 826032-004P 7 4 28
15 CONNECTORS (CABLEWAVE/FLEXWELL) -
SUPPLEMENTAL SPRINT
THIRD PARTY BILL OF MATERIALS GROUNDING GROUNDING SCHEMATIC DIAGRAM GROUNDING SYSTEM
• Sprint
Sprin It
,ST-'VE'N S . S_ TA TT P
AjTAiCK M-
C O L 101 Accord Park Drive 04/
ca
Norwell, MA 02061 1685
0 0e,03 ISSUED FOR CONSTRUCTION CPG BFS JRB u , � , N POWER SC ANTENNA SCHEMATIC
C O L.� A N TON 10 L (781) 982-5400 723 OSGOOD STREET BOSTON MTA A 02/26,03 ISSUED FOR REVIEW CPG BFS JRB 90 �FEP��
ENGINEERS AND SCIENTISTS NORTH ANDOVER, MA 01845 NO. DATE REVISIONS BY CHK APP'D Ft JOB NO. CASCADE NO. SHEET NUMBER REV
SITE NO. BS54XC860A
SCALE: AS NOTED DESIGNED DRAWN 17- 160 B S 5 4 X C 8 6 OA E-5 Q
20'-0"
U—CHANNEL W/ CONTINUOUS
NP-1 SEALANT
PICK ANGLE Il '�' '��lr
SILICONE
249a. STANDING SEAM ROOF PANELS R�'
/. NOTCHED CLOSURE (18" WIDE, 2" NIGH SEAMS)
/ 4" BUILDING FRAMEWORK 2" STANDING SEAM ROOF CLIP ,IAy , ��R�
(»1111 I I
1/2" CHAMFER AROUND REINFORCED PURLIN
ENTIRE FOUNDATION WALL LINER INSIDE NEOPRENE CLOSURE 2�� 2" x 2" PURLIN SUPPORT
NORTH AND
1/2" CHAMFER AROUND PERIMETER BY OTHERS) UVEA
ENTIRE FOUNDATION / ( EAVE TRIM F'ANNIN� F+FPAPrniFLa{
PERIMETER (BY OTHERS) % 24ga. FLOOR TRIM SOLID WEB TRUSS
m�
A
F Pa r � g'-,D" 1
SlAo I" (U CLOSURE TRIM
LOCATION OF 12"X6" KNOCK-OUT 10 .1
FOR POWER AND TELCO STUB-UPS CEILING SUPPORT
FOR AT&T SHELTER M
MEMBER 24ga, CEILING TRIM
j
CELLLULOSE INSULATION,
d 5.1" DEEP (R-19)
SAVE STRUT
W/6" HEEL
d Q 4 MIL. VISQUEEN —
/ 01/2" x 4 .d . VAPOR BARRIER 3',
WIDE VINYL SIDING OVER
ANCHOR BOLT A 1/2" CDX PLYWOOD
Dd. a
24ga. CEILING LINER 1" FIBERGLASS BLANKET OVER
4" x 4" x 5/16" 'd - CONCRETE (BY OTHERS) ENTIRE BUILDING FRAMEWORK
(R-3)
PERIMETER ANGLE
" INSULATION
INS
NECESSARY FOUNDATION DIMENSIONS BUILDING ANCHORING DETAIL C H.D.3 1/2 2" INS
13)
4" BUILDING FRAMEWORK
FOUNDATION DIMEN_SIONS
L ENGTH D _ WIDTH A 4 MIL. VISQUEEN
AT&T 20 —0 9—10` VAPOR BARRIER
G C
G
C
24ga. WALL LINER WALL LINER
5' MIN. CLEARANCE FROM
TOP OF FOUNDATION TO
—6" GRADE
(3) If 4 REBAR CONTINUOUS
1'2" MIN. ANCHORING DETAIL
—iTi^ o!. d • ,• f— ° • a •• a • a • °• • ,i� ' °a STOOP NOTE
R1
1 � _I I � � • I' •-�I L. d••. I_�_7, 11 l— 1) CONCRETE: 28—DAY COMPRESSIVE STRENGTH 3000-4000d —
: . °• '' ,` ; . •
; a Q • aGRADE TYPICALLY 6 BAGS COMMERCIAL—
MIX CONCRETE FLI �' ;:• , .Q •
�' a• O 2) THE FOUNDATION SHOWN BELOW ASSUMES A MINIMUM SOIL a _ 1 �� °
BEARING CAPACITY OF 1,500 POUNDS PER SQUARE FOOT. IF I a• _I I,, _T-_T-1 I 1-III-I
,, COMPACTED THE SOIL BEARING CAPACITY IS LESS THAN 1,500 POUNDS PER
° .
IR O V I D E 1 GRAVEL/SAND SQUARE FOOT, CUSTOMER IS RESPONSIBLE FOR AN ALTERNATE e '
CLEARANCE FOUNDATION DESIGN.
AROUND ENTIRE BUILDING SECTION \\-FOUNDATION BY OTHERS
FOUNDATION
SPRINT CONTRACTOR TO INSTALL
24ga. STANDING SEAM HVAC UNIT
ROOF PANELS
a
21
SAVE TRIM
------------
.-�
HIGH PRESSURE SODIUM LIGHT
INTAKE HOOD
CORNER TRIM
0000°0
0°00
000 00°000°0°
00 0 000000000
0 °°000 000000
0 � VINYL SIDING OVER oO0OOOO0O0Oo(
1/2 "CDX PLYWOOD °0° 000000
PERIMETER ANGLE �\
3/4x 7/0 DOOR GENERATOR RECEPT. HVAC DISCONNECT/GFI RECEPT.
WAVEGUIDE PORT FOR AT&T
AT& T SHELTER SHELTER WILL BE FEED THROUGH
AT& T SHELTER THE TOWER PORT LOCATED AT 3' -3"
ABOVE THE TOWER BASE.
NORTH VIEW ( C )_ CAST VIEW D
STEI VfllNS TSTA TL-' Sprin AT&T
723 OSGOOD STREET
SHELTER & FOUNDATION DETAILS
NORTH ANDOVER, MA 01845
BOSTON MTA BY TRACHTE, INC.
SITE NO. BS54XC860A JOB NO. CASCADE NO. SHEET NUMBER REV
N/A N/A N/A
4" NPC;ANNNEELA / CONTINUOUS
NT
PICK ANGLE
4. 24ga. STANDING SEAM ROOF PANELS
NOTCHED CLOSURE (18" WIDE, 2" HIGH SEAMS)
SILICONE
4" BUILDING FRAMEWORK
2" STANDING SEAM ROOF CLIP n r:O FF,91 v I rq
REINFORCED PURLIN 19�r !
1/2" CHAMFER AROUND
LOCATION OF 12"X6" KNOCK-OUT ENTIRE FOUNDATION WALL LINER INSIDE NEOPRENE CLOSURE 12 - 2" x 2" PURLIN SUPPORT
FOR POWER AND TELCO STUB-UPS —�
FOR SPRINT BUILDING PERIMETER (BY OTHERS) SAVE TRIM 2 SOLID WEB TRUSS MAY 1 9 200j
24ga, FLOOR TRIM
NORTH AM1IbnN/17rl
F3a PfbltLtTiBt�S 111ilbllbt!
PLANNING DEPAHIMENT
CA)
�� �� '��� �� I CLOSURE TRIM1/2" CHAMFER AROUND � CEILING SUPPORT
ENTIRE FOUNDACION _` MEMBER
24ga. CEILING TRIM
ih CELLLULOSE INSULATION, EAVE STRUT
PERIMETER (BY OTHERS) 5.1" DEEP (R-19)
a G W/6" HEEL
4 MIL. VISQUEEN 3" WIDE VINYL SIDING OVER
VAPOR BARRIER
01/2" x 4" a' �' a� 1/2- CDX PLYWOOD
ANCHOR BOLT 24ga. CEILING LINER i" FIBERGLASS BLANKET OVER
a. .. o ENTIRE BUILDING FRAMEWORK
4" x 4" x 5/16" 'd CONCRETE (BY OTHERS) (R-3)
J PERIMETER ANGLE
3 1/2" INSULATION
H.D. (R-13)
NECESSARY FOUNDATION DIMENSIONS BUILDING ANCHORING DETAIL 4" BUILDING FRAMEWORK
4 MIL. VISQUEEN
FOUNDATION DIMENSIONS
G VAPOR BARRIER
LENGTH ��� WIDTH B
SPRINT 17 0 9,:'10
C
249a. WALL LINER WALL LINER
5" MIN. CLEARANCE FROM
TOP OF FOUNDATION TO
GRADE
S„ (3) #4 REBAR CONTINUOUS —�
j' ANCHORING DETAIL
?" HIN. I R1
,.' NOTE
STOOP
ray rt---T_rr a05T_
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GRADE I,, d—DAY COMPRESSIVE STRENGTH 300J-40001) CONCRETE: 28- 1 1
— 1 1 �PSI, TYPICALLY 6 BAGS COMMERCIAL—READY MIX CONCREIE �,—
I-1 II I� 1=' ''I I I ° _•.. ' . 1 I I`I I 1=1 I 1=T_
__s_ •, .. ', 2) THE FOUNDATION SHOWN BELOW ASSUMES A MINIMUM SOIL � °- a• � I .• •. '• ''
BEARING CAPACITY OF 1,500 POUNDS PER SQUARE FOOT. IF
THE SOIL BEARING CAPACITY IS LESS THAN 1,500 POUNDS PER d' •
COMPACTED SQUARE FOOT CUSTOMER IS RESPONSIBLE1
PROVIDE 1GRAVEL/SAND FOR ANALTERNATE
ERNAI
E
\\—FOUNDATION BY OTHERS
FOUNDATION DESIGN.
CLEARANCE BUILDING SECTION
AROUND ENTIRE
FOUNDATION
SPRINT CONTRACTOR TO INSTALL
24ga. STANDING SEAM
ROOF PANELS WAVEGUIDE
12 0 0
21 EAVE TR I M
HVAC UNIT
HIGH PRESSURE SODIUM LIGHT --,--,--,
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CORNER TRIM
1
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oAo.0�c VINYL SIDING OVER 0 0 00o0
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O O O O o .
1 /2" CDX PLYWOOD
PERIMETER ANGLE �\
3/4x 7/0 DOOR INTAKE HOOD HVAC DISCONNECT/GFI RECEPT.
SPRINT SHELTER- SPRINT SHELTER-
WEST
VIEW ( A ), NORTH UI E- W
DETAIL 540 DETAIL 500
NTS NTS
Sp-rain t "' SPRINT
,STT'VTNS 117S TA . SHELTER & FOUNDATION DETAILS
723 OSGOOD STREET BOSTON MTA BY TRACHTE, INC.
NORTH ANDOVER, MA 01845
SITE N0. BS54XC860A
JOB NO. CASCADE NO. SHEET NUMBER REV
N/A N/A N/A
MAY 1 9 200.3
MATERIAL_ LIST
NORTH (7VFR
FOUNDATION LOADING �-�'� _•��t>4>�rvlr� RrM�Nr
Ir�r�� QTY. DESCRIPTION MATERIAL REQ'D. PER ASSEMBLY
MOMENT 292.00 kip-ft -� ,�,.�, •,,:,®,y -
...wu t Z..Y1Sdd:0-.AGYI[N'RSI:R'1JIR1'•M[fi�[IY.Yilil.'E19Y.TFJiLB:0.
SHEAR 5,50 kips 1 4 2 1/4'0 x 8'-0' <A615-GR,75) ANCHOR BOLTS GALV. WT. CITY. ITEM MK. N0. DESCRIPTION
AXIAL 5.60 kips
�2 18 08 REBAR x 15'-6' (ASTMA615-GR,60) --- SHAFT ASSY, (TOP SECTION)
3 18 45 REBAR x 15'-6' (ASTM A615-GR,60) * 1 2 --- SHAFT ASSY, (BOTTOM SECTION)
nl[N
STUMER TO SUPPLY ANTENNA DOUBLE OBSTRUCTION LIGHTING 17 IB * 4,53 3 3 C10869 60' x 20' COVER PL w/(4)#10-24 x 5/8'
UIlTING BRACKETS FOR INSIDE LG S.S.S. CAS-SCRSCREWS 6 (4) FLAT WASHERS
TE.NNA Et1CLOSURE� 12
✓�, y� FLAG POLE ACCESSORY KIT L EXTERNAL HALYARD4 HARDWARE-AR
DWARE AS FOLLOWS,
ANTENNA ENCLOSURE SYSTEM FOR 20'0 FLAG PULE 2,64 3 4 P-10811 5' x 8' HANDHOLE COVER PLATE
S A r/ (2) BOLTS (500376)
14 PL 1 1/2' x 20 1/210 2 1/410 x 8'-0' LS (A615-GR75) ANCHOR
VOL CONCRETE 0 4000 pal (TYPE II CEMENT) 13.0 yds 15' x 25' FLAG (A572 NOD 60) 133,82 4 5 2.25-AB80DE-5
o BtlLTS r/ (5) HEX NUTS 0194-GR2_0, EACf
1 -
O 20' x 1M 0' LG. Oa 6 STRUCTURE ASSEMBLY AND
DUTY AMS _
STEEL (ASTM S A615-GR.60) 1040.0 Lbs SYSTEM ./4' ❑D,p, MOUNTING PIPE ERECTION PROCEDURES
CL OF ANTENNA o / 96.38 2 7 4-37.00-2,25C SETTING TEMPLATE
4 0.40 6 8 GS13220 3/8'0 KELLUMS HOOK ASSY.
�• / ` 1 9 20'0 x 10'-0' LG. MEDIUM DUTY ANS SYSTE
m (O 20S x H w/ LG, HEAVY DUTY AMS w/4. O.D, MOUNTING POPE
SYSTEM ■/5' ❑D. MOUNTING PIPE j <IQ) 1 3/16'0 HOLES 1 1C) 20'0 x 1. MO TI HEAVY DUTY AMS SYSTEM
CL OF ANTENNA Unn A 16'0 fLT CIRCLE w/5' 0.0, MOUNTING PIPE
1. ANCHOR BOLTS SHALL OT ATTACHED '� a 30' APART 20'0 x 1, MO TI HEAVY DUTY ANS SYSTEM
13 t/2'0 OPENING i 11 w/5 1/2' OD. MOUNTING PIPE
w/(2) ILEX NUTS TO BOT1� TEMPLATES 4' FLAG POLE ACCESSORY KIT L E%T, HALYAR
2, ANCI TOR DOLTS SHALL BE INSTALLED m 11 ?0'0 x 10'-0' LG. HEAVY DUTY ANS SYSTEM FOR 20'0_FLAG PTE (MAX 0 = 36
T /� 1 12
1.
w .OIdGER THREADED END UP. SYSTEM r/5 t/2' U.D. MOUNTING PIPE VIEW ,vM_A" 3/8'0 x 198' LG, POLYESTER
"A„ ,I A„ CL OF ANTENNA NOTE- AMS REMOVED FOR CLARITY 1 13 HAL0198
HALYARD ASSL?4DLY
1 14 POLY15x25 15' x 25' AMERICAN FLAG
TUTTT
ANC1i0R BOLT PROJECTION 7,50 1
15 K10062 20' BUSS BAR KIT
AN 2 1/4'0 x 8'-0' LG. _ GALLONTOUC[i-UP PAINT
ANCHOR BOLTS ON A 1 16- � -- 1 17 7901701A 2101 OL-2 DOUBLE OBSTRUCTION
0.0 - 37'0BOLT CIRCLEm + -- 1 18 5991865 150' SO CORDjr-T�--TT�TITT- ® I! � j( _I � T tl CL 5' x 8' [D HAcr, NDHULE II -1 I 1I I1I GI I—II1- r ' CL FLATS 4, l0 6 l6 NEHORUO CL FLATS�j� + A11
—ISI 1-11.1-1 I III I I-' '' 3, 6. 9, l2, 15 6 La
�ISI II I�I I 1—I I�I
ANCIJOR BOLTS ARE •, a 13
1T CENTERED UNDER 3/8'0 x 198' LG, POLYESTE
'Ef ACCESS POIRT5. SEE ' HALYARD ASSEMBLY -
STIR. DWG GS54518
VIEW IIA-A11
(TEMPLATE NOT SHOWN) ---- - ---------
I^III OTAL GALV, STIR, & ACCES. WT,_4_________
TOTAL ANCHOR BOLT & TEMPLATE Wf7� _9 05#_
ITf U
J 1
aI-
III v
3 - l (18) 49 REBAR, L=15'-6'
(.� EQUALLY SPACED ON A I
d 49'0 CIRCLE
MEDIUM SAND 3
10 ll
[ 4 1/2' x 18'
v n ACCESS PORT
0
e 10'-0' ELEV
n/ 4' u• '
A A 4 1ON /2' x l8'�
SEE SUP JOINT ACCESS PORT 14�
OETAIL (TYP, 0 JACKING LEACH SPLICE) a 10'-0' ELEV I T
2 t �4 1/2' x 18'
--•� 4 MIN a °tj ACCESS PORT
WL L cl w
PIER 0 = 60' CONCRETE COVER CL SPI ICE _ Q u� Q e 3'-3' ELEV
Y a m N SECTIOIN 'PB-B#
y „ SECTION I'B-f3'I ; °
„B„ B x, ti Au
r^- : ES FOR CLEAT MOUNTING
_15,11 TG 'E FIELD DRILLED ONCE TI 2
rREv,;LING WIND DIRECTION IS or
-_---- A_ (18)
' DETERMINES BY THE INSTALLER, HEAVY DUTY CLEAT r
SUPPLIED WITH FLAG Cu
ACCESSORY KIT m GENERAL NOTES
:/COVER
x 18' ACCESS OPENING a>
r/COVER (TYP e 3 PLACES) 1B 1) MONOPOLE IS DESIGNED IN ACCORDANCE VITH TIA/EIA-222F FOR 95 MPH BASIC VINO SPEED AND 1/2' RADIAL
ICE (NON CONCURRENTLY), DESIGN IS IN COMPLIANCE WITH SPRINT 1OVER SPECIFICATIONS SSEO 3,00106001.
O ro �' 2) AL WELDS SHALL BE IN ACCORDANCE WITH AVS D.6L (LATEST EDITION), LONGITUDINAL SEAM WELDS
IS ti� VITH[N SLIP-JOINT AREA IN FEMALE SECTION SHALL BE 1002 PENETRATION,
60'0 O DOSS BAR-` 3> MONOPOLE SHALL BE HOT DIP GALVANIZED PER ASTM A123 AN
O 1 D THEN PAINTED (COLOR T.RDJ.
3
GROUND LUG a ♦0 to, 4) CONTRACTOR SHALL THOROUGHLY REVIEW EEI'S ASSEMBLY L ERECTION PROCEDURE PRIOR TO INITIATING THE
CL FLATS 3 6 12� a 11 PL 1 3/4' x 37' x 3'-1' ERECTION OF THE MONOPOLE
N5 REBAR, L=15'-6' b 4 I 572 MOD 60)
u: (A
3) T14E ORIENTATION OF THE MONOPOLE SHALL BE VERIFIED PRIOR TO ERECTION OF THE POLE.
6) SECTIONS OF THE MONOPOLE SHALL BE JACKED TOGETHER WITH A MINIMUM JACKING FORCE OF 10,000 IbF
\\\ 1 -1 ' I APPLIED TO EACH SIDE, FOR A MAXIMUM RECOMMENDED JACKING FORCE, SPLICE LENGTH TOLERANCE, AND
j n,cu AIR GAP BETWEEN SECTIONS REFER TO EEI ASSEMELY 6 ERECTION PROCEDURE.
WORK POINT 11 p (4) 2 3/1'0 HOLES UN A
37'0 dOLT CIRCLE 7) FOR PROPER SHAFT ALIGNMENT A 2' HORIZONTAL VELD BEAD AND A MARK ARE POSITIONED ON EACH SHAFT
AT EACH SPLICE, THE 2' HORIZONTAL VELD BEADS ARE ON THE MATCHING CORNERS. THE MARK NUMBER IS
GROUND LINE . ON THE ADJACENT FLAT. THE CORNERS WITH WELD BEADS SHALL BE ALIGNED FROM TOP TO BOT TO OF THE
POLE. MARK NUMBERS SHALL DE MATCHED FOR EACH SIDE 6 THE DISTANCE BETWEEN TWO VELD BEAUS SHOULD
ro 18'0 OPENING BE 18' (!4').
(4) 2 1IE x 8''-0' LONG 5 43 1/2'0 ROUND PL
DOUd1.E END THREADED
0615-GR75) ANCHOR DOLTS 8)(BEFORE TRIMMING) FIELD ASSEMBLY NUTS (l'0) FOR JACKING SECTIONS TOGETHER ARE LOCATED ON OPPOSING SECTION FLATS
7 ABOVE AND BELOW SPLICES.
r/A HEX NUTS EACH 4-37A0-225C O
6 A EMP TE VI ULD TOP 6 BOTTOM TEMPLATES SECTION 'C-C" 9) ALL BOLTED CONNECTIONS WITH A323 HIGH-STRENGTH BOLTS SHALL BE ASSEMBLED IN ACCORDANCE WITH
(BOTTOM TEMPLATE SHUU_D SPECIFICATIONS FOR STRUCTURAL JOINTS USING A323 OR A490 BOLTS, BOLTS SHALL BE BROUGHT TO
DE DUCTED w/<2) HN.) ERECTI[IN—VIEW SNUG-TIGHT CONDITIONS AS RECOMMENDED BY THE FLANGE SPECIFICATIONS 1N FLANGE-TYPE JOINTS AND
9SSEHDLY MARKING PRO. t SHOULD BE SHIMMED IF NECESSARY. THE SHIMS WILL BE SUPPLIED BY EEI.GENERAL NOTES:
cen l$E
-- NOTE ALL ELEVATIONS SFIONN SCALE NONE EACH INDIVIDUAL ASSEMBLY SHALL HAVE A METAL THIS DRAIMNIG IS CONFIDENTIAL AND MAY NOT BE 10) ANCHOR BOLTS SHALL BE TIGHTENED AFTER THE STRUCTURE IS PLUMB, BOTH TOP 6 BOTTOM NUT SHALL BE
FROM BOTTOM RI BASE PLATE TAG WELDED TO IT WHICH WILL BE LNURAVED WITH LOANED, REPRODUCED, COPIED EITHER V41CUY OR IN TIGHTENED TO 600 Ft-lbs MOMENT (APPROXIMATELY THE FULL EFFORT OF A HAN ON A FOUR FOOT WRENCH).
UNLESS UTI4ERK15E NOTED. TILE ASSEMBLY MARK NO. AS SHOWN [N THE MATERIAL PART, OR !MADE PUBUO IN ANY MANNER Vd1TI0UT THE
FOR DETAIL ANCHOR BOLT INSTALLATION REFER TO EEI ASSEMBLY AND ERECTION PROCEDURE,
1, FOUNDATION R TON TIESIGN IS BASE ON THE FOLLOWING EEI JOBB 15G - APRILDRAW3 2002 BLOCK, (MINIMUM OF 5/8' HIGH LETTERS) NRITTEN CONSENT OF ENGINEERED ENDEAVORS INC.-ALL 11) GAP BETWEEN TOP OF THE FOUNDATION AND BOTTOM OF THE BASE PLATE MAY BE FILLED WITH A NON-SHRINK
SOIL REF'IIRT BY JAWORSKI GEOTECH, INC„ REPORT NO. 022552 - APRIL 23, 2002 _ RIGHTS 1]F DESIGN OR INVENTION ARE RESERVED, GROUT WITH A HlNINUN COMPRESSIVE STRENGTH T f'-2000 psi. WATER DRAINAGE RUST DE PROVIDED
UNDERNEATH TIC BASE PLATE TO ENSURE THAT MOISTURE DOES NOT COLLECT INSIDE THE MONOPOLE
FOUNDATION EIiBEDMENT IS SHOWN FROM THE GROUND LEVEL AT THE TIME OF SOIL INVESTIGATIOIN l2) POLE TAPER = 0.14551n/f t.
AS DEPICTED IN 111E SOIL REPORT, SHOULD THE ACTUAL SOIL CONDITIONS DIFFER FROM THOSE
IN THE REPCIRT, THE GEOTECHNICAL ENGINEER AND FOUNDATION DESIGNER SHOULD BE NOTIFIED
IN ORDER TO RE-EVALUATE THE FOUNDATION DESIGN,
3, SOIL REPORT SHOULD BE CONSULTED PRIOR TO CONSTRUCTION. STEEL CAISSON OR SLURRY METHOD
MAY BE RCQUIRED TO PREVENT SOIL FROM CAVING DURING CONSTRUCTION, THE CAISSON SHOULD BE
REMOVED AF1ER COMPLETION OF CONCRETING OR, IF LEFT IN THE GROUND, ALL VOIDS AROUND TNiE
CAISSON SIIAt..l_ DE FILLED WITH PRESSURIZED GROUT, THE CONTRACTOR IS SOLELY RESPONSIBLE
FOR ALL CI7NSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES, AND PROCEDURES,
4. FOUNDATION EXCAVATION SHALL BE INSPECTED PRIOR TO PLACEMENT OF REINFORCEMENT AND
ANCHOR NIl_TS.
5. SPECIAL INSPECTION OF REINFORCEMENT, ANCHOR BOLT INSTALLATION, AND CONCRETE IS
REQUIRED PER 1997 UHC/1998 CBC, FOUNDATION REINFORCEMENT AND ANCHOR BOLTS SHALL
BE INSPECTED PRIOR TO PLACEMENT,
DOUBLE
17 BSTRUCTION 18
6, REINFORCING STEEL SHALL COMFORM TO ASTM A615-87, Fy=60 ksl, REINFORCEMENT SHALL BE
ASSEMBLED USING STEEL WIRE, WELDING 1S NOT PERMITTED. MINIMUM SPLICE LENGTHI FOR t'0 (A194-2H) JACKING N.N.
No. 6 BARS AND SMALLER - 44 x Obarl FOR No, 7 BARS AND LARGER - 55 x 0bar, WELDED0 (AIOVER l JACKING
3/16' HOLES
HORIZONTAL I IES SHALL BE STAGGERED WITH NO MORE THAN 50% OF SPLICES IN ONE PLACE, IN SHAFT a CL FLATS 2 L 11
7, CONCRETE MIX DESIGN AND CONSTRUCTION PROCEDURE SHALL BE IN COMPLIANCE WITH
ACI 318-99, ACI 336,3R-93, AND ALL APPLICABLE STATE AND LOCAL CODES, °'
12
a, MINIMUM COMPRESSIVE STRENGTH - 4000 psi AT 28 DAYS, USE TYPE ft CEMENT UNLESSO _, w FLAG POLE ACCESSORY KIT
6 EXTERNAL HALYARD SYSTEM
TA
SED I:11fIERWCSE. FUR 20'0 FLAG POLE
b. CONCH"ETE MIX SHOULD HAVE A SLUMP OF 7' <it') FOR DRILLED PIER AND 3' (it,) NOTE, FOR REQUIRED TOLERANCES AT N
SLIP JOINTS AND READ. JACKING 13
FOR MAT FOUNDATIONS, SLIP
SEE 'STRUCTURE ASSEMBLY
AND ERECTION PROCEDURES'. Y Y1 3/8'0 x 198' LG, POLYESTE
c, FOR FRILLED PIERS ONLY THE CONCRETE OVER THE ENTIRE LENGTH OF ANCHOR BOLTS SHALL ''• �
BE VIBRATED. FOR MAT FOUNDATIONS ALL CONCRETE SHALL BE VIBRATED, HALYARD ASSEMBLY
2' HURIZ. SHAFT
TOR B[]I_T !"1RIENTATION REQUIRED PRIOR TO CONCRETE PLACEMENT, THE CONTRACTOR SHOOENTATION VELD
CONSULT THE SITE PLAN AND MONOPOLE DRAWING FOR PROPER ACCESS PORT ORIENTATION. RIULD 1.0 FLAG TRUCK, SNAPS, RETAINER RING,
WELDED OVER 1 3/16'0 HOLES FLATS x7 L 8<A194-2H) JACKING HN. BEAD a CORNER OF SPOOL CAP COUNTER WEIGHT, AND CLEAT SUPPLIED
SUPPLIED WITH FAG WITH FLAG ACCESSORY KIT.
IN SHAFT a CL FLA1S 2 L 11 ACCESSORY KIT
SLIP JOINT JACKING
PROVISION DETAIL FLAG TRUCK DETAIL
MWNT FLAG TRUCK "T"PREVAILING MILD.
S .yin -t
S El AT&T
SHELTER 8c FOUNDATION DETAILS
723 OSGOOD STREET
NORTH ANDOVER, MA 01845 BOSTON MTA BY TRACHTE, INC.
SITE NO. BS54XC860A JOB N0, CASCADE N0. S{-IFEV
FY NUMBER R
_
N/A N/A
N/A
a: