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DOCKET NO.
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CITY OF CARMEL - CLAY TOWNSHI~
HAMILTON COUNTY. INDIANA SlJ::-"TJ?;:~
APPUCATlON FOR BOARD OF ZONING APPEALS AC11ON~' '\?~
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SPECIAL USE APPROVAL REQUEST 0-\ DEe 11 2000' f'l
Fe. $630.00 \t\~ DOCS f' j
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DATE RECEIVED: ~,,' ._,-~\/
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1) Applicant:/.ted:e1. W:st <brmrat.im ("In ~ (""ml1nin:lH~1 Ile
Address: 165 N ~ !we., ante 1Xl, Claytcn, M) 63105
Project Name: ~IN-2572
Engineer/Architect: ~ g-~"F --=:I:-l?,~
Attorney:
3) Applicant's Status: (Check the appropriate response)
2)
Phone: (314) m~
Phone:
\
\
Phone:
(a) The' applicant's name is on the deed to the property
(b) The applicant Is the contract purchaser of the property
X (c) Other: lees:E
4) If Item 3) (e) is checked, please complete the following:
OWner of the property involved:, W:x:x:llarrl ~, an In::liana Partla:ship
Owner's address: 1776 E 116th st., C3mel, ThY 40032
Phone: (317) 844-7331
5) Record of OWnership: Lea:i
Deed book NoJlnstnlment No. D:e:l Bxk 269
Page: 400
Purchase Date: 3:!ptad::Er Xl, 1973
6) Common address of the property involved: 1776 E 116th st., C3mel, IN 40032
Legal desaiption: f:ee att.crll:rl dEErl - Rm:e1 #1
Tax Map Parcel No.: 16-10-31~31.00
7) State explanation of requested Special tre-- ted:e1..W:!st Cbrp. pIqxEeS to cx:nstnrt a <l) foot high
fl.a.p:>le tela::rnmnic:aticn facility at tl'E al:xJve stat.a:l a.am:ss for t.l'e :PJIIXS=!S of providirg
CEllular c:overage within tl'E imra:Uatel:usiIESS district. 'IlE. EElect.e:i site is la:Bt.Erl within
t.l'e C3mel City limits within a B-8 district.
8) State reasons supporting the Special Use: (Additionally, complete the attached question sheet entitled "Findings
of Fact-Special Use"). I {
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9) Present zoning of the property (give exact classification): "&-8" B1siTlPJC:C: n;!';trir+.
10) Present use of the property: Retail 9n::nirg CH1t:.P-r
11)
Size of lot/parcel in question: 5.2:6 lIcres (S:e :ra:rl Parr:El :#:1 )
acres
12) Describe the proposed use ofthe property: Existim striD-lTBll ~le ypf-rlil n=il'ltpr fT"I"l.C:i'*iYV] nF ....hn::>!'>
cn:H5tory h1ildi~ p.I.aca:l in a "U" fasHUm. 'Ire additcn of a f1.aQr:x:>1e tple:nmunicatirn facility
.
with (:lRCrl"'i ;::ltA"l ')l""~ ~,i~ -t-,... l:e 1Qopltp'l a:.l t..l::fi ~ ~ of th:! leis.
13)
Is the property:
Owner occupied Yes-OoIrEr CXD.lPies aE LUlllercial unit.
RenteroccupiedRarain:in:J mits are rart:erl or leaEB:i.
Other
14) Are there any restrictions. laws, covenants, variances, special uses, or appeals filed in connection with this
property that would relate or affect its use for the specific purpose of this application? If yes, give date and docket
number, decision rendered and pertinent explanation.
th.
i5} Has work for which this application is being fded already started? If answer is yes, give details: th.
Building Permit Number: N1A
BUilder: WA
16) If proposed special use is granted, when WIll the work commence? Within 120 days
17) If the proposed special use is granted, Who will operate and/or use the proposed improvement for which this
application has been filed?
'"
N:!xt:el WEt Cbr};nraticn will CMn, utilize am rrenaqe th:! i.rrprovarart:s.
NOTE:
lEGAl NOTICE shall be published in the Noblesville Dailv Ledaer a MANDATORY twenty-five (25) days prior to
the public hearing date.. The certified "Proof of Publication" affidavit for the newspaper must be available for inspection the
night of the hearing.
LEGAL NOTICE to all adjoining and abutting property owners is also MANDATORY, two methods of notice are
recommended:
1) CERTIFIED MAIL - RETURN RECEIPT REQUESTED sent to adjoining property owners. (The white receipt
should be stamped by the Post Office at least twenty-five (25) days prior to the public hearing date.)
2) HAND DELIVERED to adjoining and abutting property owners (A receipt signed by the adjoining and abutting
property owner acknowledging the twenty.flVe (25) day notice should be kept for verification that the notice was
completed)
REAlIZE THE BURDEN OF PROOF FOR ALL NOTICES IS THE RESPONSIBILllY OF THE APPLICANT. AGAIN. THIS
TASK MUST BE COMPLETED AT LEAST lWENIY-FIVE (25) DAYS PRIOR TO PUBLIC HEARING DATE.
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CITY OF CARMEL-CLAY TOWNSHIP
HAMILTON COUNTY, INDIANA
APPLICATION FOR BOARD OF ZONING ADJUSTMENT ACTION
Attachment "A"
SPECIAL USE PERMIT REQUEST
By
NEXTEL WEST CORPORATION
ITEM 8. - Reasons in Support of Special Use:
The subject property is located within a "search ring" of the primary system for Nextel
within the City of Carmel and adjacent community. Unfortunately there are no other
near-by structures of even modest height that collectively will accomplish the function of
the proposed "flagpole" type antenna support structure. While the height of the proposed
flagpole is the minimum that will serve Nextel's purpose, the structure is designed for co-
location should a second cariierhave need within the immediate area.
Of serious consequence, Nextel cannot provide the seamless communication that is
critical for wireless service without the site in question. Dropped or lost calls are not only
an inconvenience to business and residential customer's, more significantly the loss of a
call can be critical when wireless service is utilized for emergency purposes. The
increased reliance of businesses on wireless communications for data and voice
transmission is no longer a matter of conjecture.
Being aware of general community sensitivity to the usual telecommunication towers
with a typical bridge type antenna array, Nextel has made an effort to present a facility
that will become a design element of the shopping center complex. The flag can establish
a functional and compatible community landmark for the center and surrounding
commercial properties while fulfilling Nextel's purpose.
Summarily, Nextel believes it has chosen a site and system element form that is
sufficiently functional to Nextel, a design element to the surrounding shopping center,
wholly without traffic interference and visually adaptable to the proposed location.
NOV-08-2000 WED 08:46 AM
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FAX NO.
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P. 10
CARMEUCLAY BOARD OF ZONING APPEALS
CARMEL, INDIANA
Docket No.:
Petitioner:
Nextel West Corporation
FINDINGS OF FACT. SPECIAL USE
1. The Special Use in Flood Plain District, Ordinance Z-160. Section 21.6 as amended (does) (does not) apply and
all prerequisites have been met by Petitioner as verified by:
See Attached
2. The Special Use will be consistent with the Character and Permitted land Use of the zoning district and
Carmel/Clay Comprehensive Plan because:
See Attached
3. The Special Use Is physically suitable for the land in question because:
See Attached
4. The Special Use will not injuriously or adversely affect the adjacent land or properly values because:
See Attached
5. The Special Use will not adversely affect vehicular or pedestrian traffic flow, nor the adequate availability of water.
sewage. or storm drainage facl1ities, or police or fire protection because:
See Attached
6. The Board has reviewed the requirements of Ordinance Z-160. Section 21.3 (1-25) as they relate to this Special
Use. and does not find that those aiteria prevent the granting of the Special Use:
DECISION
IT IS THEREFORE the decision of the CarmeVClay Board of Zoning Appeals that Special Use Docket Number
is granted, subject to any conditions stated In the minutes of this Board. which are incorporated
herein by reference and made a part hereof.
Adopted this
day of
,20
CHAIRPERSON. Carmel/Clay Board of Zoning Appeals
SECRETARY. CarmeVClay Board of Zoning Appeals
Conditions of the Board are listed on the back.
(Petitioner or his representative to Sign).
s:\forms\Spedal Use Application
Revised 10/17/2000
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CARMEL BOARD OF ZONING ADJUSTMENT
CARMEL, INDIANA
FINDINGS OF FACT - SPECIAL USE
1. The property in question is not within the Flood Plain.
2. It is the petitioner's opinion that the Special Use in question will be consistent
with the character and Permitted Land Use of the B-8 Zoning District and
Carmel/Clay Comprehensive Plan for reasons as follows. The subject property
and abutting parcels are commercially zoned and developed, property across the
street to the south being zoned R-l. Flagpoles of modest height are commonplace
elements within commercial and institutional complexes. Aside from the obvious
patriotic presentation, such structures are often a readily identifiable landmark for
the complex.
3. With respect to physical adaptability, the location chosen for the proposed
flagpole is both functionally and aesthetically appropriate. The flagpole with
landscaped base area readily adapts to a small area at an on-site driveway
intersection that is contained by the ends of two strip commercial buildings. The
open view between the ends of the buildings into the proposed site will be
enhanced with the corresponding landscaping and the flagpole structure. At this
point special note must be made that the interior function of the flagpole will not
be discernible. The subject facility utilizes a left over space for both aesthetic
enhancement and supportive function for the surrounding community as a whole.
4. The proposed Special Use will not injuriously or adversely effect the adjacent
land or property values. By virtue of structural design, the flagpole structure will
fully comply with, or exceed, all local codes and ordinances. In terms of value
impact, it is most unlikely that a flagpole ofthe limited height propose within a
commercial center would be found as a detriment to surrounding uses. Typically,
many communities in fact recognize a flagpole of the scale presented as a
"stealth" type of installation; to the extent of being provided for within many
residential districts. The subject installation is several hundred feet from any
residential property, thereby being of nil consequence to the value of such
residential properties, particularly in view of the circumstance that the
intervening distance is dominated by relatively intense commercial uses.
5. With regard to vehicular and pedestrian traffic consequence, the proposed facility
would be visited by a radio technician once or twice a month to check equipment.
Service vehicles are a small van of utility vehicle. Site visits, though in frequent
are via the perimeter service drives, thus out of the primary central parking space
area. Pragmatically, thee is no relevant impact on pedestrian or vehicular traffic
on or off site.
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The proposed installation has no special water requirement, the present on site
water system being more than adequate for maintaining the small amount of
associated landscaping. On site provisions for storm water accommodate the
present space intended for the flagpole and associated ground equipment and
there is no need for sanitary sewer service.
Addressing the issue of fire or police needs, the subject use is not a site active
function to generate interest and is wholly fenced for security purposes. Should
the highly unlikely need for attention arise, the site is readily accessible from
abutting service drives on two sides and from a space between the buildings via
the core parking area. Enticement to curious visitors is obscured in part
landscaping, a six foot high fence and by the absence of lower reach climbing
rungs on the flagpole.
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NOV-08-2000 WED 08:45 An ~
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FA}{ NO.
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P. DB
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I, hereby 8we&r that & .m 1he ownerJc:ontract purchuer of property tnvolwd in this IIPpllClSlOn ana that the foregoing
signl\Unlll tttaiE1m1nt8 and IMW8tI herein contWted and 1M InfoInldon h..,1tn ~ 81'8 in III respetAI true and
carred to the bllt of my knclW1r'. end belief. I. the undnignecl. eulhorlZe tht applic8nt to act an my behItf wlIh regard
to this eppIlcalion and subsequent heering811'1d ..ti~.
or
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(Please Print) -(,VOO~ ~
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STATE OF iNDIANA
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111'01'8 me the undertigned, a NOlBry Public I
Countv of
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(County In which taIc&8 plac:e)
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(NotIry PuDIlc'l c:aunt)' of ....Id.nce)
County, state of tndBM. personally appeered
_ and ~18dge tne UIClUtian of the foregoing instrument
(PrapeI1y Owner, Attorney. at Power tI AttDmey)
this I) dfl/of-1JP (' P rY1 b l',-....
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tary Pub! e
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My camrnia810n expire.: 11.., J. (, ~ 00
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~OV-08-2000 WED 08:45 AM
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FAX NO.
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P. 05
The applicant understands that docket numbers will not be assianed until all SUDDortina information has been
submitted to the Department of Community Services.
The applicant certifies by signing this application that he/she has been advised that all representations of the
Department of Community Development are advisory only and that the applicant should rely on appropriate subdivision
and zoning ordinance and/or the legal advice of hislher attomey-
I. . Auditor of Hamilton County, Indiana. certify that the attached affidavit
is a true and complete listing of the adjoining and adjacent property owners concerning Docket No.
OWNER
See. A.Jjache& :,,;heefs.
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Auditor of Hamilton County, Indiana
ADDRESS
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MAGTECH
SERVICES INC
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. ^ 92001
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June 27, 2001
Kate Weese
City of Carmel
One Civic Square
Carmel, IN 46032
RE: Proposed Nextel Communications Cell Site in Carmel, IN
1776 E. 116th Street, Carmel, IN 46032
Site No: IN-2572
Dear Mrs.. Weese:
On May 30, 2001 Magtech Services, Inc. was notified that additional information is required for Nextel's
proposed cell tower site located at 1776 E. 116th Street, Carmel, IN. This letter includes run-off
calculations for the site comparing conditions before and after construction of the Nextel cell tower. Our
findings indicate that the addition of Nextel's lease area will not effect the storm water discharge.
The parent parcel is approximately 7.87 acres composed of the following surface types (runoff
coefficients are shown in parentheses): 0.64 acres of roof surface (0.90),2.46 acres non-impervious soil
with turf (0.45), and 4.77 acres of pavement (0.85). These numbers are. estimates based on the survey
provided by Rogina & Associates, L TO dated December 2000. Nextel's. proposed lease area is 21'x45'
(0.02 acres;) and will displace existing grass (0.45) with gravel (0.85).
The direction of flow for storm water is from Southwest to Northeast. The west and south boundaries of
the property are South Range Line Road and East 116th Street, respectively. Based on a 10-year
frequency storm the construction of the cell site. will not increase the peak discharge across the property.
Hydrograph 6.02 software by Intelisolve was utilized to calculate peak discharge. Input data for this
software is as discussed in this letter. The output data is attached and utilizes the rational method.
Additionally, time-of concentration, rainfall intensity and peak discharge sample calculations are enclosed
with this letter. A United States Geological Survey topographic map was also utilized to estimate the
watershed effecting the site.
If you have any questions, please contact Jeff Harless at (219) 436-2668.
Sincerely,
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ALEXAI\JDR!A VA CHIc'~GO, IL If\JDIAf\jAPOLlS, IN
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Time-of Concentration, Rainfall Intensity and Peak Discharge Sample Calculations
1. Time-of-Concentration (Tc).
Length = 846 ft (from highest elevation on site to runoff location)
Slope = (3/846)*100% = 0.35%
Character of ground = paved
From attached "Overland Flow Time" chart
Tc = 14 minutes. Use Tc to determine rainfall intensity in item 2 below.
2. Rainfall Intensity (I) and peak discharge (0).
· Estimated site area = 7.87 acres.
. Rainfall intensity (I) determined from Tc found in item 1 above and Hydroflow software
program Hydrographs is based on IOF curves for Indianapolis, Indiana .
· Rainfall intensity = 4.74 in/hr. (based on 14 minute duration)
· Peak discharge (0) equals ex' x A.
C equals runoff coefficient based on type of drainage area.
C(composite) before construction is 0.73.
C(composite) after construction is 0.73.
o (before) = 0.73 x 4.74 x 7.87 = 27.21 cubic feet per second.
o (after) = 0.73 x 4.74 x 7.87 = 27.21 cubic feet per second.
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Page 1
Hyd. Hydrograph Peak Time Time to Volume Return Inflow Maximum Maximum Hydrograph
No. type flow interval peak period hyd(s) elevation storage description
(origin) (cfs) (min) (min) (cuft) (yrs ) (ft) (cuft)
1 Rational 27.21 1 14 22,854 10 - - - Runoff from existi
2 Rational 27.21 1 14 22,854 10 - - - Runoff after addit
Proj. file: woodland.GPW IOF file: Indy.IOF Run date: 05-31-2001
Hydrograph Plot W
Q
English
Hyd. No. 1
Runoff from existing site conditions
Hydrograph type = Rational
Storm frequency = 10 yrs
Drainage area = 7.9 ac
Intensity = 4.74 in
I-D-F Curve = Indy.IDF
Peak discharge = 27.21 cfs
Time interval = 1 min
Runoff coeff. = 0.73
Time of conc. (T c) = 14 min
Reced. limb factor = 1
Total Volume = 22,854 cuft
1 - Rational -10 Yr - Qp = 27.21 cfs
30
25
J! 20
(,,)
a 15
10
5
0
0 5 10 15 20 25 30
Time (min)
I Hyd. 1
Hydrograph Plot <D
u
English
Hyd. No. 2
Runoff after addition of Nextel lease area
Hydrograph type
Storm frequency
Drainage area
Intensity
I-D-F Curve
= Rational
= 10 yrs
= 7.9 ac
= 4.74 in
= Indy.IDF
Peak discharge = 27.21 cfs
Time interval = 1 min
Runoff coeff. = 0.73
Time of conc. (Tc) = 14 min
Reced. limb factor = 1
Total Volume = 22,854 cuft
2 - Rational - 10 Yr - Qp = 27.21 cfs
30
25
J!! 20
u
a 15
10
5
0
0 5 10 15 20 25 30
Time (min)
I Hyd.2
o
U)
I-D-F Curve - Indy
15
. l-Yr
. 2-Yr
y 3-Yr
. 5-Yr
D 10- Yr
o 25- Yr
v 50-Yr
o 100-Yr
10
In/hr
5
o
o
10 15 20 25 30 35
Tc (Min)
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PIInPIaIft"....&II ARR.l.
EASEMENT PROVISIONS
UTILITY COMPANY INFORMATION
~--
INDIANA UNDERGROUND
CALL 1-800-382-5544
49 HOURS BEF'DRE YOU DIG
<EXCLUDING SAT., SUN., .. HOL.>
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LEGEND
-0- TELEPIDE PII.E "jEXmDG GRIIJND CDNTDlR
III TEI..EPHIINE CANISTER
o S1DRII MANID.E
):( LIGHT POLE
'ti F1RE IC'fIIRMT
= IN.ET
...D- sa
o SANITARY IWOI1E
o CATCH WIN
,.. F1.AG PII.E
-0- PINER PII.E
II ELECTRIC-.u:
ISI TELEPIDE
_ VATER VILVE
.. GAS VILVE
- S1DRII SEVER LINE
>-- SANITARY SEWER LINE
-v- VATER IlAIN
-E- UNIlERGRIIJNII ELECTRIC
- T - UIIDERCiRIllJND TD.EPHlIIE
-IE - IIVERIEAD ELECTRJC
[] RIIIf' VENTS
o RIIIf' IIRAINS
A. EXJSTJtG ANTENNA
e SHRUB
PREPARED BY.
'-,- ,.
~,.
ROGINA
, ASSDCIATES,LTII.
IIICIIIIIIIIS '8IlIlIIIlBI I'WIIIIIIII
93 ta1lrpllor'itt,. JolIrt, IIIhls ITI!V1&m7 FAX 8I5I72H782
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LOCATION MAP
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SITE NO. IN-2572
1776 E. 116th STREET
CARMEL, INDIANA 46032
ATE D R PTIO
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lIS/a
COMMUNICATIONS, INC.
300 PARK BOULEVARD, SUITE 500
!TASCA, IL 60143
TELEPHONE'630/875-6600
FACSIMILE. 630/875-2699
DRAVN BY' D. KDlINTZ
CHECKED BY. J. !<ELLA
A,L.T.A. 1 A.C.S.M. LAND TITLE SURVEY
LEASE SITE, ACCESS 8. UTILITY EASEMENT
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S89'53'04"E
202.42'
835.00'
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PART OF THE SllUTHWEST 0UARlER OF SECTION 3.. ~ 18
NORtH. RANGE ... EAST. HANlLTON COUNIY. INDIANA. MORE pNmCUlARLY
llESCR\8El) ., Il)\,\.l)'IlS; AT A POllIT ON THE SOUllf UNE OF
SAIO QIJARlER SEClION. FEET Ilu.suRED NORTH 89
FAST ALONe SOUTH LlHE FROII THE
THENCE 04
MINUTES ...5 SECONDS WEST AHO PARALLEL. YMH $NO
QUARTER SEClIllN 275.00 FEET; THENCE SOUTH
15 SECONDS WEST 3.30 FEET; lHENCE NORnf 0 04 MINUTES 045
SECONDS WEST' 195.04 f'EEl': THENCE NORTH 81 DEGREES SO r.aNUTES 15
SECONDS EAST 495.18 FEET; THENCE sotmI 00 DEGREES 24 MINUTES 05
SECONDS wm 470.00 FEET TO THE SOUTH UN[ OF SAIO OUARTER
SECTION; THENCE SOUTH 89 DECREES 50 MINUTES 15 SECONDS WEST
479.70 FEET TO THE PlACE OF SEGlNNlllO.
SU8.lECT TO AN
THE ENl1RE
A GAS LINE TO Nt rA5EMEHT 24.00
FEET IN AND ADJACENT TO M WEST
UNE OF THe mtNE OESCRJBED 20.00 f'QOT ~ lINE EASEMENT; SAID
EASEMENT IIEJNC RESERVED FOR INGRESS AND E...... ANO F\JRTHER
SUIl.IECT TO AN &\SENEHT 0ESalI8ED IS FOLI.OWS;
8EClIINlNO AT A POINT ON THE SOUIH LlHE OF _ QUARTER SEcnON
DISTANT 253.30 Fttf MrASURED NORTH 89 DEORaS 50 MINUTES '5
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THEREDF THENCE NORTH 01 DEGREE CM MIrIUTES 4S SECOHOS
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27S. SO MINUTES 15 SECONDS WEST
3.30 SECONDS WEST
3!.00 '5 SECONDS EIST
23.30 FEET: THENCE SOUTH 01 SECONDS EIST
310.00 FEET TO THE SOUTH UNE SECIION; THENCE
SOUTH 8SI OEOREES 50 W1NUTE$ 15 AND AlDNO SAID SOUtH
UNE 20.00 FEET TO THE POINt' OF' BElllNN1NO, SHIl EASEMOO llEJNO
~ FOR U1lU1Y PIJIIPOSES.
GRAPIDC SCALE
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PART OF THE SOUTHWEST QUARTER OF SECTION 3'. TOWNSHlI' 18
NORlH. RANCt 4 EIST. .......TON COUNTY. _ MORE I'AATlCUl.ARI.Y
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AT It. POINT ON tHE or "PARCEl. r OISTANT 27S.OO FEET
lIEASUAEO NORTH MINUIES 46 SECONDS WEST FROM THE
THENCE SOUlIf B9 llEOREES SO MINUTES 18
SECONDS POllIT: 1HENCE NORTH O' OEGAEE 04
MINUTES OS SECONDS WEST 17.so FEET ALONG THE WEST UNE OF SAID
I TO DiE POINI' OF 8EGlNNINC; THENCE SOUTH 89 DEGREES SO
15 SECONDS WEST 250.00 FEET TO THE CENTER UNE OF
IIOUl.EVMD, THE .....E IIE1NO THE WEST UN[ OF SAlll OUARlER
SUBJECT. HOWE'JER, TO THE SHIl WESlF1E\.l) BOUI.EVARO R1CHT-
OF-WAY.
EXCEPIlNC THERE1'ROII,
A pm OF THE SOUTHWEST QUARTER OF SECTION 31. TOWNSHP 18 NORTH.
RANOE 4 EIST. CITY OF CARMEL. .......TON COUNTY. ,_ DESCRl8EIl IS
FOI.I.Ol'& CClllUOIQHQ AT TIlE SOUTHWES1 CORlWl OF SAlll SECIION;
THENCE NOR1H os EAST 253.30 FEET
NORTH 01 DEGREES 51
POINT OF 8EGINNJNQ OF
OF THE NORTH
lINE OF THE ~ lANO;
SECONDS WEST 25.00 FEET
DEOIlEES 03 MIlMES 30
00 DEGREES 50 MINUTES 51
SECONDS EIST 15 87 llEDREES 50 MINUTES 5.
SECONDS FAST I TO THE NORIH 80UIIllNlY OF ,,6TH STllEET:
THENCE SOUTH 89 DEGREES 03 MINUTES 30 SECONDS WESI' 2ll2.42 FEET
ALOHG SAID NORTH B~ TO lHE POINT OF BEGINNING.
UTILITY COMPANY INFORMATION
Bn'Il.llBNC:HMAlUt%
CIIDS6 ON SID8IfAut Ar NIt CORNU 0' "88r BtlIUllNf1 El.EV""'''~ (UB.G.B.)
SURVEY NOTES
INDIANA UNDERGROUND
CALL 1-800-382-5544
48 HOURS IlBFORB youmG
(EXCLUDING SAT~ SUN., & HOL)
54. '\ N 89'53"04" W 4.5.00' - 1.00'
IT--=:"'--l(--l(-_-=-==..c~~-~==-::;(~~ - ~ S89'53~ - -
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'l'IlIJ!PIIONBPOLII r-",j IIXJST.INO GllOUNDClONTOUR.
'l'IlIJ!PIIONB CANISTIl\l
S1'OllMMANHOLIl
UGB1'POLII
FlBBIlYDIlANT
INLBT
SIGN
SANlTA1lYMANHOLIl
CATCllIIASIN
FLAG POLII
POWIlIl. POLII
BLIlCTllICMANHOLB
'l'IlIJ!PIIONB
WATBRVALVE
GAB VALVII
S1'OllM SIlWIlIl.LINB
SAN1TA1lY SIlWIlIl. LINB
WATBRMAIN
UNDIIll.ORDUND I!LBC11UC
tlNDI!RGIlOUND TBtIlPHONB
OVl!llllllAD I!LBC11UC
ROOF VIlNIS
ROOPDlWNS
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PRIlPAllEDBY:
'-l
ROGINA
'\
& ASSOCIA TB8,L TD.
ENGINBIllS SU1IYEYORS PlANNERS
I3c...piD1rl!liftlolill,IIIilloiIII5/ll9.4T17PAXIIlfl29.47I2
"
'-
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~ _-DCUJSNE lANOSCAI'E "'5EIlENr NO.' LEGALIlESCRIf'l1ON
THAT PART OF THE SOUTHWEST OU.\RTER OF' SEClION 3.. TOWNSHIl' 18
NORlH. RANCt 4 EIST. IWlILTON COUNTY. IN....... IlESCllIIlEO 1&
FOU.OWS: CONIlENClNG AT THE SOU1HWESf CORlWl OF SAlO SOUTHWESI'
QUARTER; nfENCE NORTH 00 DECREES 21 hDNUTES 47 SECONDS \'lEST 2ga~
FEEI'. AlONO THE WESt' UNE OF SAlO SOU1HWESf <lUARTER: THENCE SOUTN
89 DECREES 53 MDWTES 04 SECOHOS EASY' 304.50 f'EE1": 1ltENCE NORTH 00
DEGREES 21 WJNUTES 47 SECONDS WEST 149.54 fEET. TO THE SOU1lfEAST
COllNER OF' THE f'ROPOSED NEllTEL lEASE >MA. TO THE POlNT OF'
BEGlNNIJrfG:- mENCE NORFH 89 DEGREES .53.hlJNUTES 04 SECONDS WEST 50.00
FEET ALONO THE SOUTH UNE OF' SAlO LD\SE AREA AND SAID SOUTH UNE
EXTENOED WEST, THENCE SOUTH 00 DEGREES 21 MINIJ1tS 4T SEI:OIIOS EAST
s..0 Fro, THEN<% SOUTH 89 DEGREES 53 MIN\JttS 04 SECONDS EIST 50.00
FEET: THENCE NORTH 00 DEOREES 21 lIINUIES 47 SECONDS WESt' !.GO FEET.
~E POINT OF' BEGINNING. CONTAINING 250.00 SOUARE FEET. MORE OR
PROI'OSEll NOII-EXCLUSIVE LAN05CN'E _ NO.2 LEGAL _
_T _ OF THE SOISII1WElII' QUARlEIl OF' SECTION 3.. TOWNSNIP 18
NORTH, RANGE 4 FAST. IWlILTON COUNTY. _ IlESCRI8EO IS
FOI.l.OWSI CQljllENClNO AT THE SOUTHwEST COONER OF SAlll SOUTHWESI'
QUARJ'ER; lMENCE NORtH 00.0ECReS 21 MINUTES 47 SECONDS WESI' 218.SO
FEEI'. ALONG THE WEST UNE OF' _ SOUTHWESr QUARIER, THENCE SOUTH
B9 IlEllREES 53 IlINU1ES 04 SFX:'ONDS FAST 304.50 FEET, THENCE NORTH 00
OEOREES 21 MINUTES 47 SECONDS WEST' 149'" FEET. TO THE SOUTHEAST
CORNER OF' THE PllOI'OSal NOOEI. lEASE NlEA: THENCE CON1INUING NORTH
00 DECREES 21 MINUtES 47 SECOHOS WEST 12.00 FEET. ALONG THE rAST
LlHE OF' SAlO LEISE AREA. TO THE POINT OF __ THENCE
~="U:~~2~~nf~~.ooOF~
tEASE NlEA: THENCE SOUTH 89 DEGREES 53 IIMl1ES 04 SECONDS EIST '.00
FEET: THENCE SOUTH 00 DEGREES 21 MINutES 47 SECONDS tAST 8.98 ~
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SITE NO: IN-2S72 (WOODLAND)
1776B.1l6thSTRBBT
CARMEL, INDIANA 46032
DATE DESCRIPTION
2IU)I RlMlllUlMBAltBA.AAa:llSSBA8IIMBNr
......, IlIMS8U1o\S11_BIlIUlINO,MlINOI'OUll&AOC8SI...-
SBOIOI BlMlBLBASBAJtBA.BUlIDDJCJ.YDNDJIOLBAACCBSS BASMT
_ ADDIlASIlMIIIftlI
NEr1B
COMMUNICATIONS, INC.
300 PARKBOULBV ARD, SUITE SOO
rrASCA, II.. 60143
TBLBPHONB:630187S-6600
F ACSIMILB: 6301875-2699
DRAWNBY:D. KOONTZ
CHBCKJ!D BY: J. KBLLA
DATB: 1211/00
PROJBCrNO.: 788.122
AL.T.A.I A.C.S.M. LAND TITLE SURVEY
LEASE SITE, ACCESS & UTllnY EASEMENT
f'IU Sl/RYIl'/fJR 8Dft8SS88 NO OPINION All 10 1'ft ACCfIJW:r 01' f'Im VNU1lDRDl1ND
UTlUf'l88 rll8N NOr RGADlU V1SIBU "ftJlI f'U SlIlUAC&. It' 111 RECtJItIIBND8D
:..w s1'::"~ ~~~.,r:.:RM:Y, WNIClPA/6T AND / DR urrurr
f'H8 PBIfllANBIIJ' PARt:A llIlJ6X NUJIU1t lOA rill PROPBBn" HSCafBD BD1l1N ltI
18-10-37-00-00-081 . INI&
f'B6 1UJOD Jtl.n I1I8t/RAIIf2 lIAP '1IDWS 'I'ltAf' ,.". PRtJPDt7 D8$CR1UD B8UIN AI'
,n.uNC "'''HIN ItJR -C' ACCJ>>UJI1I1 10 1'118 ctJIIJIUlm'T PANEl. No. fIlOD8tOOD8C
'''''11 AN Vl'llCf'IV, DAn 0' S-....
A mu J1IDJ.1C'1 "18 NtJf' use :ro PIIIJJ1IJt:R f11111 SUMn:.
f7I8 OJUr:INAJ. SURVn .-ru. B8 IN 17m PDS88SIJ1OII tW na BURPIl10R AND
'UCf'BDN/CAU.T lfBPRIJJ1UCBA lOR nJffI1I8 QlJI3f'IOI11 Ml'BR to rHl O_lNAJ.
BASIS or lI8ASUlWJ HAlUNtJ8 . ctJtJ1UJ11Uf'D AlI8 INDIANA stAr. N.AN8
CODJUJINArBS BA811tJN& IfND f'/16 INDIANA lUltN NIl17nJRIt.
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ALSO. A PART OF THE SOUTHWESt' cNNm:R OF' SECnON 31. TOWNSHIP 18
NORTH, RANCE 4 EAST. CITY OF CARUa. HAMILTON COUNtY. INDMA.
DESCRIBED AS FOUOWS: COMYENCIHG AT THE SOUTHWEST CORtER OF' SAID
SECIION; THENCE NORTH 89 OEGREES 03 lIINU1ES 30 SECONDS FAST
6J5.QO FEET AI.ONO THE SOUTH UHE OF'
DEGREES sa MINUTES 30 SECONDS WEST 4
BEGINNING OF' THIS DESCRIPTION, WHICH
BOUNDARY OF 118TH STREET; THENCE NORTH 00 DEOR 30
SECONOS WEST 30.00 FEET, TH9lCE NORTH 89 0EGREEs 03 lIINU1ES 30
SECONDS EAST 10.00 FEEl': n-tENCESOUTH 00 DEGREES 56 W1NUTES 30
SEalHDS EAST 30.00 FEET TO THE NORTH BOUNDARY OF' 118l1l STREET;
THENCE SOUTH 89 DEGREES 03 MINUTES 30 SECONDS WEST 10.00 FEE1'
ALONG SHIl NORTH 80UNIlMY TO THE POINT OF 8EGlNII1NO.
_EO NEllTEL lEASE NlEo\ LallL 0ESCRIPlI0N
lHAT PART OF THE SOUTHWESJ' QUARTtR OF SECTtON 31. T<MNSHIP 18
NORtH. RANGE 4 EAST. HAMlLTONCOUNlY. INDIANA, DESCRIBED AS
F'OLLOWS: COIAIENCINO AT THE SOUTHWEST CORNER OF SAID SOUTHWEST
QUARTER: THENCE NORrH 00 DEGREES 21 MINUTES 47 SECONDS WEST 298.&0
FEET, ALONe THE WEST uNE OF SM) SOUTHWEST QUARTER: tHafCE SOUTH
89 OEOREES 53 MINUTES 04 SECONDS FAST 304.50 FEET: THENCE NORTH 00
DEGREES 21 lIINU1ES 47 SECONDS WEST .49'" FEET. TO THE POINT OF
8EGINNlNO; THENCE CONIlNUING NORJ'H 00 OEOREES 21 MNJTES 47 SECONDS
WEST 21.00 FEU: THENCE NOR11t 89 OECREES 53 UlNUTES 04 SECONDS WEST
48.00 FEET, THENCE SOUTH 00 IlEIlREES 21 MlNlJ1ES 47 SECONDS EIST
21.00 f'EEI': THENCE SOUTH 89 DECREES 5.3 W1NUTES 04 SECOMOS EAST
4$..00 FEET. 10 THE POINT OF BmHNING. CONTAINING 9oU.97 SQUARE
FEET. MORE OR LESS.
PROi>osEO _-EXCI.USNE ACCESS "'5EIlENr LElloOI. OESCRIPllON
1*T PART OF THE SOUTHWEST OF" SECTION 31, TOWNSHIP 18
NORTH. RANGE 4 tAST. HAMlLT . INDIIMA. DESCRIBED /oS
f'O CORNER OF SAlO SOUTHWEST
MINUJES 47 2S8.SO
FEET ~~
04 SEIlClNOS EIST
304.so FEET, 47 SECONDS WESt'
'49.54 FEEI'. TO THE SOU1IiFASTCORNEft OF' THE PROl'OSED NEXTEl. lEASE
AREA; THENCE CONTINUJNC NORTH.oo DECREES 21 MINUTES 47 SECONDS WEST
12.00 FEET ILOHG THE EAST UN[. OF' SAID LEASE AREA; THENCE' NORTH 89
DECREES 38 MINUTES 13 SECoNDS tAS1' 12.00 FEET; THENCE SOU1M 00
DEGREES 21 MINUTES 47 SECONDS EAST 173.84 FEEI': THENCE NORTH 89
DEGREES 53 IIINUTES 04 SECONOS wm 316.S0 FEET. TO A POINT ON SAlll
WEST UNE OF' THE SOUTHWEST. Q_ TIIENCE NORTH 00 OEGREES 21
M1NUlES 47 SECONDS WEST 12.00 fEET. ALDNC SAID WEST lINE' OF THE
SOUTHWEST OUARTER TO THE POINT OF BEGlNNINO,. CONTAINING 5737.09
SQUARE FEET. MORE OR LESS.
ft'AniJl'ILUJlDIII )
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CJJlJNtT"",u. )
1'0: NIZf'A tXJJIJl11l11CAf'ION1I
,1ll8 111 f'O C8:Rf'1W fIlAI' rIllS SURP,", U/_ ctJJIPUI'8D IN '118 nBJ.D ON
ff-u-oo. "AS IIA1m (J) IN AtX:01UJANC8 "if'H 1'8 -II1N111UlI t/fAllDAltl1 D4TAlI.
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ACSII AND IN Unrct ON f1l8 IMf'8 Dr 1'1l13 cnall'lCAf7ON 0' A
DA-E~;:;'. +
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'"" f1m ~It.llcttlt is IIIe illitial _ of lIIlI &011 11IM. n.1IiIwer CI$I! IIIat follClWS lI80Ifatellllllllllllna unlU ~IIII _s
mat 1MBIn willi the_ letlet, Wlellt tnat it dCl81 not ~ l/alJilll or e~ pllMes, 1be _nd capitallllltllr IftlIlcat8$
IIIe claa& of I10pe. SySolli wllllQUI " ~Iage Ieftet are tIIaIe WIll a 810118 ral1ll 01 0 _ 2 pcrcenf, at tllelf ale for llIiscell_UB
areas willi CllIIsillel'abl8 llIIIlI8 of slOll8. A finallUllllet, 2. s.. ill tile syIIIlIollndloatlr.i that CIuI &oil is erQlfed or severely
erocICd, ravectlvellf.
SYMBOl.
~
MmEl2
MIIlC2
MmD2
MoC3
Mo03
MxA
OeA
OcS2
Or
R.
~
SI!
Sl
SlI
w,
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NAMi
If
~lllIItllll'$\'ty "IIytNm
Closby silt lDaID, O. 3111feem alOlles
Fax 1IIIlIII, 0 to 2 ~ slOlleS
P'CliI loam, 2 to . ~ 1/o&Ml$, _eel
FOlC e1ay loam, 8 to JalllJCcm 110Il8Ii, _~Iy orgded
P.04
CUL TUR.
BOUN,OARIES
Nationa I, state or pro
COOnty Or pariSh
Minor civil division
~eservatiol'l (nationa
state fDrest or pa r I
and large airpOrt)
L.i1nd grant
Limit of &oil SlIl'Vey (I
Field sheet match/ine
AO HOC BOUNDARY (1
Small airport, airfield
oemelflry. or flood
stATE COORDINATE T
LANO OIVISION CORNI
(sections and land Iral
ROADS
Divided (median Sl'Io~
it scale perm ilS)
Other roads
Trail
IlOAD EMBLEMS & DE~
Interstate
Federal
SUne
COlli'll)', Illfm or rancl
RAILROAD
POWER TRANSMISSIOl\
(normally I'IOt shown)
PIPE LINE
(normallY not sl'Iown)
FENCE
(normally not shown)
LEVEES
Without road
With road
Wilh railroad
DAMS
~arlle (to scale)
Medium or tmall
PITS
Cravel Pit
Mine or Quarry
1-
OrA
FnA
""82
P'xC3
Go!
a.- silt """"
HeF
Ho
Hennapin 1oanI. a8 to ~ ~ slopes
Hall&llllln mUCk
Miami silt 1-. 0 10 2 pOleS! jJ~
Miami lilt 101m, 2 III $ pIII'l;cnt alopa, .....
Miami silt 111IIII, 6 to IZlIIfcenl alOll88. eraded
Miallli silt IGIllI, 12. JB peroent s.apea. el'llClelt
Miami clay loam. 6ID 12 peHll!I\t slepes, _ell!' eroOad
Miami ~Iay IolIm. IZ" 18 pCll;Cllt sklpes, severely etclded
Miltan Valiant slit 101IIII. 0 to 2 pemnt sl!'1"5
HI........ loam. 0 to 2 pRrI:ent s'_s
l'lnA
Oc:llley ailtlo8m. 0 10 2 ~t 11.1
Qcklel' silt _. 2,.. 6 petceflt S'OlIII, eroded
Qrthe~
PIa
Pn
Ps
PC
Palms muCk
"'tlOa silly c~ 1_
PatlGll silly e..y ,_, IIlIIC$tone sub$tnIlUm
Pils
Randolph Vari..l $iH IGllm
Roas IG;Im
SIIoals sill lo.am
Slulll loam
51_ 'illll' clllY 1-.. aallllY suflatrBltlIn
WeltlllllO IlIly <llI)I '""'
W11ltalcer loam
06/29/01 FRI 09: 56 [TX/RX NO 5282] I4l 004
JUN-29-2001 09:59
8472790369
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HAMIL'l"ON COUNTY', JNDIANA
1IJQ.U't' table is the highest level of a satu:rated
i'e than 6 incites thick for a continuous period of
111 2 weeks during most years. The depth to a
high water table applies to undrained soils. Esti-
s based mainly on the relationship between gray-
s or mottles in the soil and the depth to free
lServed in many borings made during the course
.n survey. Indicated in table 16 are the depth to
mal high water table; the. kind of water table,
<<ehed, artesian, or apparent; and the Rlonths of
. that the water table commonly is high. Only
I zones above a depth of 5 or 6 feet are indicated.
ation about the seasonal high water table helps
ing the need for speciaJJy designed foundations.
for specific kinds of ciraina&e systems, and the
footing drains to insure dry basements. 'Such in--
t is also needed to decide whether- or not con-
of basements is feasible and to determiJ1e how
ok absorption fields and other underground in-
s will function. Also, a seasonal high water table
ISe of excavation.
to bed'1'OCk is shown tor all soils that are under-
drock at a depth of 5 to 6 feet or less. For many
limited depth to bedrock is a part of the defini-
:w soil serie$. The depths shown are based on
1en1:3 made in many soil borings and on other
ems during the mapping of the soils. The kind of
lJ1d its hardness as related to ease of excavation
OWIL Rippable bedrock can be excavated with a
th ripping attaclunent on a 200-horsepower trac.
ani bedrock generally requi1'e$ blastiJJg.
a,l frost action refers to the likelihood of damage
ents and other structures by frost, heaving and
I:ren,gth after thawing. Frost action results from
nent of soil moisture into the freezing tempera-
I in the soil, whicl1 causes ice lenses to form. Soil
amperature, moisture content, porosity, permea-
l content of organic matter are the most irnpor-
tl'Operties that affect frost action. It is assumed
50il is not cov~ by insulating vegetation or
is not artificially drained. Silty and clayey soils
a high water table in winter are most suscepti.
st ~tion. Well drained very gravelly or sandy
iJe least susceptible.
ties and morphology
:ection, each soil series :recognized in the survey
~rlbed in detail The descriptions are ananged
lie order by series name.
!ristics ot the soil and the material in wbich it
e discussed tor each series. The soil is then
~ simi.1al'soils and to neatbysoils of other se--
a pedon, a small three-dim.ensional area of soil
}ical of the soil series in the survey area, is
The detailed descriptions of eacll soil horizon
ldards in the Soil Survey Manual (4). UnlHs
lOted, 00101'$ described are tor moist soil.
35
Following the pedon description is the range of impor-
tant eharactel"istie$ of the soil series in this survey area.
Phases, or map units, of each soil series are descn"bed in
the section "Soil DIOIPS for detailed planning."
Bl'OOkston series
The BrookstoD series aonaists of deep. very poorly
drained, moder.d:ely penn~ $Oils on glacial till plains.
These soils formed in loamy sediment and in the underly-
ing. loamy glacial tilL SJo~ r.mge from 0 to 2 percent.
Bl'ookston sails are near Crosby and Patton soils in
many areas. Crosby soils al'e bettAer drained and are in a
higher position than Brookston soils. Patton soils have
less sand in the solum than Brookston seWs and have a C
horizon of st.rati&d silt and clay.
Typical pedOll of Brookston sUty clay loam. in a eul-
ti'Vated field 1,100 feet east and 2,220 teet north of the
southwest eorner of see. 7, T. 18 N"7 R. 3 E.:
Ap.-O to 1 ihd1ea; 'II!IY <brk gJ1I.yisl1 brown (lOYR 312) silty cQy IoaJn:
moden.r.e COlII'III! ~ stnIeture; ftt!D; mall)' fine toots; slightly
add; abnlPt SIlIOlICb boundary.
A12-7 to 11 iurheB; ~ dlll'k gray (10YR 3/1) silty clay loam;
lJ10derate fine tubangWar bloclcy structlln!; firm; commoa fine
roots: common vey fine pares; CQIJIJDOJl c:ontinQWS <Qtinct thin
black (lOYR 211) arpDie films on faces or peds: slightly acid: abrupt
smooth boundal)o-
B21t-1l to 19 indaa; danc: gray (loYR 4/1) day loam; maay medium
diatinet yellowisla ~ (10YR 5/4 aDd 5/6) mottles; moderate fine
and medium 3JICDIar and sublmgu1ar blocky Btrud:ure; f'um; eommon
fiDe roots: commoIl very fine ~ many contmUOUB medium very
chlrk gray (SY all) _ films on f8ees or an peds aM in voids; 2
percent gravel; III!BtnIl; dear smooth boImciary.
B22t-19 to 29 indies: grayish btcwn (Ion 512) clay 1o&m; niany tirIe
and mediu1n d&iDct and yeUowish brown (IOYR 516 and 518) m0t.-
tles: weak mediom prismatic strI1Ct1.ll'e part.iJJg to &t.nmg fine &lid
medium granular bIoclc;y; firm; common fine roots: many fine pons;
common contmr-& dilstinct thin dark gray (10YR 41l) and gray
(10n 5/1) eJay mms on faces at peds aIId in channels; S pemmt
gravel; neutnJ; eJeao smooth boundary.
B23t-29 to 49 inoJles: gay (IOYR 5/1) ~ loam; many ft\ec:1hlftl cIisW1ct
yellowish bn)Wll (IOn 514 and 5f6) mott1ee: weak IIIediwn
prismatic: structln pIIl'tiDg to moderate medium subangular b1ock;y;
fbom; c:amJftOIl tine aDd very fine roota: _em fine pot'es; few c0n-
tinuous distinct tIDn dari< gray (10YR 411) clay films alone root
charlnels anc:l .. taees of peds; S pen:ent pavel; neutzal; dear
SMOOCh boundarJ'-
B3t-49 to 58 inches; grayish browu (IOn SlID 108m; common medilDl\
disUnct yellowish brown (10YR 614 lUld 5/6) mottles; weak naedium
subangu)ar blodly struClture; ftm1; few continuous thin dark gn.y
(10YR 4/1) clay IiIms in I'OOt dwmeIa; 5 percleDt gn&Vel; neatl'al;
abrupt smooth boandary_
C-SS to 70 inehes; IlraIm (10YH 513) Io&m; few fine distinct yellowish
~ (IOYR ~ IIKUIes: ~ve; tSrm; 10 pcrccI1t gmveJ; &tzoDg
ettenrescence; IIIIIlfente),y a1bJiae.
Tbidmess of the ~ ~ fzom 40 to 60 inc:hea. 'nte A horizon
has hue of lOn. ".. of 2 or 3. and chroma or 1 01' 2. It is 10 to 18
inches thick and is silty C!I&y loam 01' eJay loam. Reaction is neutral or
sJightIy acid.. The B Iaari:aon haIi hue of UY. SY, Ol' 10YR, va~ or" to
6. and cbroma of 1 01' 2. It commouly c:ontailts tIIany IhOttlea. The upper
~ of tile B hori2oD is silt)' ~ Jomu or oIay loam. The 10-.. part ot
the B horizon is dar --. loam, or ~ day loam _ containa 88
much 88 10 pl!Ment pavel Reacrtion is neutl'al Ol' mikUy alIQliu.
06/29/01 FRI 09:56 [TX/RX NO 5282]
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JOB #23700000
DESIGN #MOl-1316-A
IN-2S72, WOODLAND,
HAMIL TON CO., IN
NEXTEL COMMUNICATIONS
90' MONOPOLE
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APPROXIMATE TOTAL 11 BOO
14.000' ACROSS FlATS
93'-0'
so' -0'
70' -0'
50' -0'
90'-0'
SHAFT 1
It. 1/4' X 38.92' (Fya65)
(BlACK WT = 2.097 KIPS)
{ SPUCE LENGTH
MIN = 36.90'
DESIGN = 41.00'
MAX = 46.00'
53' -0'
0'-0'
ro6~ X 53.00' (Fy=65)
(BlACK wr = 5.898 KIPS)
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P.O. BOX B597 FORT WORTH, TX 76124-0597
PHONE: (BOO) 433-1816 FAX: (817) 429-6010
JOB DATA
Job No.
Design No.
Dote
Rev. No. Rev. Dote
23 00000
M01-1316-A
06-28-2001
ILTON COUNTY, IN
ACCORDING TO TlA EIA-222-F 1996
CASE 1
CASE 2
CASE 3
ENGINEERING USE ONLY - NOT FOR FABRICATION
LOAD CASES
80 MPH WITH NO ICE
69 MPH WITH 1/2" RADIAL ICE
50 MPH WITH NO ICE
DESIGN WIND
REDUCED WIND WITH ICE
OPERATIONAL WIND
.
.
.
No.
1-12 90.00
90.00
13-24 80.00
80.00
25-36 70.00
70.00
37-48 60.00
60.00
STEP BOLTS FUll HEIGHT FROM 9'-6' ABrM. BASE
ANTENNA FEED UNES RUN INSIDE OF POLE.
Elevation
80 MPH WIND
Lateral Rotation
Deflection (sway)
(Inches) (degrees)
59.0 6.020
TOP
1
2
BASE It. 2 1L4' X 54.000' ROUND (WT. = 1.461 KIPS)
W/(12) 2.25" ANCHOR BOLTS ON 48.000' a.c. WITH MIN. 6'-0'
EMBEDMENT INTO PIER (w/NUTS & TEMPlAlf: PlATE 0 BOT.)
41.740' ACROSS FlATS
UNFACTORED BASE REACTIONS
MOMENT = 1764 ft-kips
SHEAR = 24.3 kips
AXIAL = 23.2 kips
EST. SHAFT + BASE It WT. = 9.5 kips
(BLACK WEIGHT)
4'-6"
3'
----0
e
BASED ON DESIGN NO. M01-1316-A, REV. 0
QUANTllY: 2 (1 EA. TEMPLATE AND EMBEDMENT PLATE)
SPECIFICATIONS:
MATERIAL:
PLATE THICKNESS:
OUTSIDE DIA.:
INSIDE DIA.:
BOLT CIRCLE:
BOLT HOLES:
A36ksi MINIMUM
.375"
54.00"
36.00"
48.00"
2.375" DIA. C
12 EA. EQUALLY SPACED
30.0000' APART, lYP.
.ooIE;
V-NOTCH TO BE LOCATED AT 90'
FROM QUADRANT LOCATION 1.
"".Il"
, PROI'RIElNI't AND CONf1IlENIW. I
1115 DOCUIIENT AND THE INfOllIIAlION CONTAIHED IIEllEIIl ME THE SOLE
PRllPOllY Of f1Vf. INC. 1lUPlIC\1IOH ClR DlSSDItlATIlN Of 1115
_ WIII<<lUT PRlJR lIRITIEM CONSDII or FWI. INC. IS
PRllHIIlIIED.
f1'~ line.
5750 East 1-20
Fort Worth. Texas 76119 U.S.A.
817 255-3060 FAX 817 255-8656
REV. DATE
DRAWN BY: TLEE
SPEaFI: INfllRIIATIlN
IN-2572, WOODLAND, HAMILTON COUNlY, IN
DRAWING 1IIl!
ANCHOR BOLT TEMPLATES
DESCRIPTION
CAD fIl[: C:\pROGR.IlI fUS\AUTOCAO RElEASE 14...\ORAWlNG.!lWGlTEI29-JUN-2001111;30 REV. 0
stII!: NON E 5Im NO.
IW[: 29-JUN-20 1 1 of 1
JOB NO. DRAIIING NO.
23700000 23700000T
FIELD NOTES:
1.) WHEN INSTALlING FOUNDATION BE SURE V-NOTCH IN TEMPLATES IS POINTED TOWARD
THE SHELTER, THIS WILL ASSURE THAT AN EXIT PORT WILL ALIGN WITH THE SHELTER.
2.) REMOVE TOP TEMPLATE (ITEM #1) PRIOR TO SETTING MONOPOLE BASE SECTION.
3.) SEE DESIGN PROFILE FOR VERIFICATION OF BOLT CIRCLE DIAMETER. .
4.) V. -'.oNOPOLE/PIPE POLE ORIENTATION WITH SITE OWNER.
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, I'Rlll'fR1Y CE m, IlC. IIUPUCA_ CIl _ CE 1115
ItfllRIIA1IlIl II1llOUT I'IlIClR I1llTlDl CllIlSOCf CE FWr, IlC. IS
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Fort Worth, Texas 76119 U.SA
817 255-3060 FAX 817 255-8656
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ITEM IlARK NO.
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2
3
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5
6
7
8
9
10
BILL OF MATERIAL
0lY. DESCRlP1l0N
1 TEMPlATE 0 TOP
I ANCHOR PlATE 0 BOnOI.I
12 18J ASnl M15 CRADE 75 ANCHOR BOlT x 7'.;.0"
48 2 1 ."" HfAVY HEX NUT
WEIGHT Ibs
TOTAl. GALVANIZED WEIGHT Ibs
STANDARD 12 BOLT PATTERN.
SEE FIELD NOTE 13.
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CAD fU:
UPDATED TITLE BLOCK
DESCRIPTION
L:~17~-~14:52 RE.V.
srAf: 1 2 = 1 -0 SlIEr III.
lW(: 16-AUG-97 SHEET 1 OF 1
.lOll III. IllWIIIG III.
IllWIIIG mu:
ANCHOR BOLT INSTALLATION
STANDARD
AB0017
Q)l . U
(tm) - Monopo e Des1gn Program
Windows Version 1.28.0090 Fri Jun 29, 2001 - 11:29:23 am
(c) 1993 to 1997 PAUL J. FORD AND COMPANY, Columbus, Ohio
Licensed to FWT, Inc., Fort Worth, Texas
PJF Pole
23700000 Design No: M01-1316-A Engineer : MT
90 FT MONOPOLE - IN-2572, WOODLAND, HAMILTON COUNTY, IN
Job No. . . . . . :
Description
Design. . . . .
Owner. . . . . .
Status.... .
NEXTEL COMMUNICATIONS
Engineering Final Design
Client: NEXTELCOMMUNICATIONS
Revision: Rev. Date :
MONOPOLE
Shaft Shape .....:
Base Dia, DF ....:
PT-to-PT, DP ....:
Min Bolt Circle .:
Base Reactions
Moment ..............:
Axial Load ..........:
Anchor Bolt Details
Number of Bolts .....:
Bolt Diameter .......:
Bol t Type ...........:
Y-Distance ..........:
Mom. of Inertia .....:
Bolt Tension, T .....:
Allowable Tension ...:
Bolt Compression, C .:
Base Plate Details
Plate Moment, MPL ...:
Bend Plane, W .......:
Plate Thickness, t ..:
Plate Width .........:
Plate Steel.........:
Gross Weight ........:
Net Weight ..........:
Allowable Stress ....:
Actual Stress .......:
Act./Allow Ratio ....:
BASE
BAS E
P L ATE
DES I G N
D ETA I L S
18 Sided Polygon
41.740 Inches
42.384 Inches
48.740 Inches
Stress Increase ...:
Base Plate Shape ..:
1. 333 Factor
Round
Use Bolt Circle ...:
48.000 Inches
DESIGN
USER
1764.112 Ft-Kips
23.214 Kips
1764.112 Ft-Kips
23.214 Kips
DESIGN
USER
12
2.250 Inches
#18J ASTM A615
6
3563.38 In^4
144.78 Kips
194.81 Kips
146.71 Kips
12
2.250 Inches
#18J ASTM A615
6
3456.00 In^4
147.01 Kips
194.81 Kips
148.94 Kips
DESIGN
USER
513.49 In-Kips
11.04 Inches
2.299 Inches
53.990 Inches
ASTM A633 GR. E (60 KSI)
1492.60 Lbs
1136.80 Lbs
52.79 Ksi
52.79 Ksi
1.00
466.19 In-Kips
11.04 Inches
2.250 Inches
54.000 Inches
ASTM A633 GR. E (60 KSI)
14 61. 30 Lbs
1113.10 Lbs
52.79 Ksi
50.05 Ksi
0.95
PLATE
DES I G N
SUMMARY
USE FOLLOWING SPECIFICATIONS:
Plate Thickness .....:
Plate Width/Diameter :
Plate Weight ........:
2.250 Inches
54.000 Inches
1.461 Kips
Number of Bolts ..,
(Round) Bolt Circle ......:
Bolt Diameter ....:
Bolt Type ........:
12
48.00 Inches
2.25 Inches
#18J ASTM A615
PJF Po1.e
Job No. . . . . . :
Description
Design. ....
Owner. . . . . .
Status.... .
(tm) - MonQ01.e Design Program 0
Windows Version 1.28.0090 Fri Jun 29, 2001 - 11:29:23 am
(c) 1993 to 1997 PAUL J. FORD AND COMPANY, Co1.umbus, Ohio
Licensed to FWT, Inc., Fort Worth, Texas
23700000 Design No: MOl-1316-A Engineer : MT
90 FT MONOPOLE - IN-2572, WOODLAND, HAMILTON COUNTY, IN
NEXTEL COMMUNICATIONS
Engineering Fina1. Design
SUMMARY
o F
A N A L Y S I S
C1.ient: NEXTEL COMMUNICATIONS
Revision: Rev. Date :
Po1.e Height.........: 88.50 ft
Top Diameter........: 14.000 in
Bottom Diameter. . . . .: 41.740 in
Po1.e Shape..........: 18-Sided po1.ygon
Sp1.ice Joint Type...: Taper shaft - S1.ip Joint Sp1.ice
Shaft Taper.........: 0.319096 (in/ft)
Shaft Stee1. Weight..: 7.995 kips
POLE SHAFT PROPERTIES:
Shaft
Section
Number
1.
2.
Section
Length
(ft)
Wa1.1.
Thickness
[t]
(in)
Stee1.
Yie1.d
[Fy]
(ksi)
Top
Diameter
[Dt]
(in)
65
65
14.000
24.828
38.917
53.000
0.25000
0.31250
POLE SHAFT SECTION MAXIMUM FORCES AND MOMENTS:
RE S U L T S
Bottom
Diameter
[Db]
(in)
S1.ip
Joint
Over1.ap
(in)
26.418
41.740
41.00
1------- At Base of Section -------1 MaX. Ratio
Shaft Wind Wind Radia1. Sect. Axia1. Horiz. Bending Actua1./
Section Load Speed Ice E1.ev. Load Shear Moment A1.1.owab1.e
Number No. (mph) (in) (ft) (kips) (kips) (ft-kips) [Ftot/Fb]
1.
2.
1
1
80.0
80.0
53.00
0.00
16.818
23.214
21. 656
24.324
519.918
1764.112
0.9970
0.9997
0.00
0.00
---------------------------------------------------------------------------------
1764.112 <<
>> MAXIMUM BASE REACTIONS :
23.214
24.324
POLE DEFLECTION AND ROTATION AT TOP AND AT HIGHEST MICROWAVE DISH ELEVATION:
Wind
Load
No.
Wind
Speed
(mph)
1.
2.
3.
80.0
69.3
50.0
Radia1.
Ice
(in) Location
E1.ev
(ft)
0.00
0.50
0.00
Top
Top
Top
88.50
88.50
88.50
Def1.ection
(in)
59.009
50.502
23.007
Rotation
(deg)
Max. A1.1.owab1.e
Rotation Limit
(deg)
6.020
5.180
2.351
CD
u
Page 1
PJF Pole (tm) - Monopole Design Program
Windows Version 1.28.0090 Fri Jun 29, 2001 - 11:29:23 am
(c) 1993 to 1997 PAUL J. FORD AND COMPANY, Columbus, Ohio
Licensed to FWT, Inc., Fort Worth, Texas
---------------------------~-----------------------------------------------------
Job No. . . . . . :
Description
Design. . . . .
Owner. . . . . .
Status.... .
Pole Height
Pole Shape
Pole Type
Pole Taper
23700000 Design No: MOl-1316-A Engineer ~
90 FT MONOPOLE - IN-2572, WOODLAND, HAMILTON COUNTY, IN
NEXTEL COMMUNICATIONS
Engineering Final Design
Client: NEXTEL COMMUNICATIONS
Revision: Rev.' Date :
88.5 ft
18-Sided Polygon
Taper shaft - Slip Joint Splice
0.319096 (in/ft)
INPUT TUBE PROPERTIES:
Top I Bot Wall Top Bot Slip
Tube Splice Tube' Tube Thick Steel Diam Diam Joint
Sect Elev Elev Length [t] [Fy] [Dt] [Db] OVerlap
No. (ft) (ft) (ft) (in) (ksi) (in) (in) (in)
1.
2.
88.50
53.00
49.58
0.00
38.917
53.000
0.25000
0.31250
65
65
14.000
24.828
26.418
41. 740
41.00
TUBE SECTION PROPERTIES:
Diam. Wall Diaml
Tube Section Across Thick Thick
Sect Weight Elev Flats [t] [Wit] [D/t] Area Ix
No. (kips) Location (ft) (in) (in) Ratio Ratio (in^2) (in^4)
---------------------------------------------------------------------------------
1 2.097 @Top 88.5 14.000 0.2500 8.11 56.00 10.91 260.6
@Splice 53.0 25.328 16.10 101.31 19.90 1580.6
@Bot 49.6 26.418 16.87 105.67 20.76 1795.9
2 5.898 @Top 53.0 24.828 0.3125 12.25 79.45 24.32 1845.9
@Bot 0.0 41. 740 21. 79 133.57 41. 09 8906.8
Total Shaft Steel Weight = 7.995 kips
o
o
Page 2
PJF Pole (tm) - Monopole Design Program
Windows Version 1.28.0090 Fri Jun 29, 2001 - 11:29:23 am
(c) 1993 to 1997 PAUL J. FORD AND COMPANY, Columbus, Ohio
Licensed to FWT, Inc., Fort Worth, Texas
---------------------------~-----------------------------------------------------
23700000 Design No: MOl-1316-A Engineer : MT
90 FT MONOPOLE - IN-2572, WOODLAND, HAMILTON COUNTY, IN
Job No. . . . . . :
Description
Design.. ...
Owner. . . . . .
Status. . . ..
NEXTEL COMMUNICATIONS
Engineering Final Design
Client: NEXTEL COMMUNICATIONS
Revision: Rev. Date :
---------------------------------------------------------------------------------
Segment Properties:
Tube
Segmt
No.
1.
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
12.
13.
14.
15.
16.
17.
18.
19.
20.
21.
22.
23.
24.
25.
26.
27.
28.
29.
30.
Segment
Feature
Location
top
<arm [1]>
<arm [2] >
<arm [3]>
<arm [4]>
<arm [5]>
<arm [6]>
<arm [7]>
<arm [8] >
<arm [9]>
top sec(2)
bot sec(l)
base
Segment
Elev.
(ft)
88.500
88.500
88.500
88.500
85.000
80.000
80.000
80.000
75.000
70.000
70.000
70.000
65.000
60.000
60.000
60.000
55.000
53.000
50.000
49.583
45.000
40.000
35.000
30.000
25.000
20.000
15.000
10.000
5.000
0.000
Diam.
Across
Flats
(in)
14.000
14.000
14.000
14.000
15.117
16.712
16.712
16.712
18.308
1~.903
19.903
19.903
21.499
23.094
23.094
23.094
24.690
25.328
25.785
25.918
27.381
28.976
30.572
32.167
33.763
35.358
36.954
38.549
40.145
41. 740
Wall
Thick
[t]
(in)
0.25000
0.25000
0.25000
0.25000
0.25000
0.25000
0.25000
0.25000
0.25000
0.25000
0.25000
0.25000
0.25000
0.25000
0.25000
0.25000
0.25000
0.25000
0.31250
0.31250
0.31250
0.31250
0.31250
0.31250
. 0.31250
0.31250
0.31250
0.31250
0.31250
0.31250
Total Number of Antennas I Arms = 9
[wIt]
Ratio
8.11
8.11
8.11
8.11
8.90
10.02
10.02.
10.02
11.15
12.27
12.27
12.27
13.40
14.53
14.53
14.53
15.65
16.10
12.79
12.86
13.69
14.59
15.49
16.39
17.29
18.19
19.09
19.99
20.89
21. 79
( @
Max Segment =
Diaml
Thick
[D/t]
Ratio
56.00
56.00
56.00
56.00
60.47
66.85
66.85
66.85
73.23
79.61
79.61
79.61
86.00
92.38
92.38
92.38
98.76
101.31
82.51
82.94
87.62
92 . 72
97.83
102.93
108.04
113.15
118.25
123.36
128.46
133.57
Area
(in^2)
10.91
10.91
10.91
10.91
11.80
13.06
13.06
13.06
14.33
15.59
15.59
15.59
16.86
18.13
18.13
18.13
19.39
19.90
25.26
25.40
26.85
28.43
30.01
31. 59
33.18
34.76
36.34
37.92
39.51
41. 09
5 ft )
Ix
(in^4)
260.6
2 60 . 6
260.6
260 . 6
329.4
447.2
447.2
447.2
590.2
760.8
760.8
760 . 8
961.6
1194.8
1194.8
1194.8
1463.0
1580.6
2070.7
2103.3
2484.6
2950.4
3470.9
4049.4
4688.8
5392.2
6162.6
7003.1
7916.8
8906.8
---------------------------------------------------------------------------------
CD
w
Page 3
PJF Pole (tm) - Monopole Design Program
Windows Version 1.28.0090 Fri Jun 29, 2001 - 11:29:23 am
(c) 1993 to 1997 PAUL J. FORD AND COMPANY, Columbus, Ohio
Licensed to FWT, Inc., Fort Worth, Texas
---------------------------~-----------------------------------------------------
Job No. . . . . . :
Description
Design.... .
Owner..... .
Status.... .
23700000 Design No: MOl-1316-A Engineer : MT
90 FT MONOPOLE - IN-2572, WOODLAND, HAMILTON COUNTY, IN
NEXTEL COMMUNICATIONS
Engineering Final Design
Client: NEXTEL COMMUNICATIONS
Revision: Rev. Date :
ANTENNA AND ARM PROPERTIES AND LOAD DATA:
LOAD CASE 1: BASIC WIND VELOCITY = 80.00 mph
AJ:m Load Antenna Antenna
Ant Moun t . Applic. Arm Ice Area Force Antenna
AJ:m Elev. Elev. Length Load [CaAa] [qzGhCaAa] Weight
No. (ft) (ft) (ft) Case (sf) (lbs) (lbs)
---------------------------------------------------------------------------------
---------------------------------------------------------------------------------
[2] 88.500 90.000 0.0000 No Ice: 115.00 4241.29 372.00
Description: (12) ANTEL RWA-80017 Sector (L=8 ' )
[ qz ] [qz] [Gh]
[ Gh ] [ Kz ] (psf) (psf)
1. 69 1.332 No Ice: 21.823 36.881
---------------------------------------------------------------------------------
[3]
88.500 90.000 0.0000 No Ice:
Description: 14-Ft Platform w/service
[Gh] [Kz]
1. 69 1. 332
No Ice:
45.16
grating &
[ qz ]
(psf)
21.823
1665.54
handrails
[qz] [Gh]
(psf)
36.881
3433.00
---------------------------------------------------------------------------------
[4] 80.000 80.000 0.0000 No Ice: 115.00 4100.94 372.00
Description: (12) ANTEL RWA-80017 Sector (L=8 ' )
[ qz ] [qz] [Gh]
[ Gh ] [ Kz ] (psf) (psf)
1.69 1.288 No Ice: 21.101 35.660
---------------------------------------------------------------------------------
[5]
80.000 80.000 0.0000 No Ice:
Description: 14-Ft L.P. Sectored Mount
[Gh] [Kz]
1. 69 1.288
No Ice:
24 . 94
w/service
[ qz ]
(psf)
21.101
889.37
grating
[qz] [Gh]
(psf)
35.660
3167.00
---------------------------------------------------------------------------------
[6] 70.000 70.000 0.0000 No Ice: 115.00 3947.43 372.00
Description: (12) ANTEL RWA-80017 Sector (L=8 ' )
[ qz ] [qz] [Gh]
[Gh ] [ Kz ] (psf) (psf)
1. 69 1.240 No Ice: 20.311 34.325
---------------------------------------------------------------------------------
[7]
70.000 70.000 0.0000 No Ice:
Description: 14-Ft L.P. Sectored Mount
[Gh] [Kz]
1. 69 1.240
No Ice.:
24.94
w/service
[ qz ]
(psf)
20.311
856.08
grating
[qz] [Gh]
(psf)
34.325
3167.00
---------------------------------------------------------------------------------
[8]
60.000
60.000 0.0000
No Ice:
115.00
37)7.34
372.00
Description:
[ Gh ]
1. 69
[ 9]
(12) ANTEL RWA-80017
Sector (L=8')
[ qz ]
(psf)
19.436
0]
1.186
No Ice:
60.000 60.000 0.0000 No Ice: 24.94
Description: 14-Ft L.P. Sectored Mount w/service
[ qz ]
[ Gh] [Kz] (psf)
1.69 1.186 No Ice: 19.436
r-')z] [Gh]
""""'S f)
32.846
819.19
grating
[qz] [Gh]
(psf)
32.846
3167.00
w
u
Page 4
PJF Pole (tm) - Monopole Design Program
Windows Version 1.28.0090 Fri Jun 29, 2001 - 11:29:23 am
(c) 1993 to 1997 PAUL J. FORD AND COMPANY, Co1umbus, Ohio
Licensed to FWT, Inc., Fort Worth, Texas
---------------------------~-----------------------------------------------------
23700000 Design No: MOl-1316-A Engineer : MT
90 FT MONOPOLE - IN-2572, WOODLAND, HAMILTON COUNTY, IN
Job No.. . . . . :
Description
Design. . . . .
Owner. . . . . .
S ta tus . . . . .
NEXTEL COMMUNICATIONS
Engineering Fina1 Design
LOAD CASE 1:
POLE SHAFT LOADS:
Client: NEXTEL COMMUNICATIONS
Revision: Rev. Date :
BASIC WIND VELOCITY = 80.00 mph
Design Loads per TIA/EIA-222-F Standard; Gust Factor ........ Gh = 1.69
po1e DL Overload Factor = 1.1
Per TIA/EIA Table 1: Note 3: For all cross sectiona1 shapes,
Force Coefficient [Cf] need not exceed 1.2
for any va1ue of C. (Where C=sqrt(Kz)*V*D.)
Pole Projected Area Segment Shaft
Ve10c Force Shaft Segment Wind Segment
Coeff Coeff [Ae] [Cf Ae] Force Weight
[C] [Cf] (sf) (sf) (1bs) (lbs)
Top of
Segment
Elev.
(ft)
Expos
Coeff
[Kz]
Veloc
Press
[qz]
(psf)
---------------------------------------------------------------------------------
88.500
88.500
88.500
88.500
85.000
80.000
80.000
80.000
75.000
70.000
70.000
70.000
65.000
60.000
60.000
60.000
55.000
53.000
50.000
49.583
45.000
40.000
35.000
30.000
25.000
20.000
15.000
10.000
5.000
1.000
1. 326
1. 326
1. 326
1.326
1.310
1.288
1.288
1.288
1.264
1.240
1.240
1.240
1.214
1.186
1.186
1.186
1.157
1.145
1.126
1.123
1. 093
1.057
1.017
1.000
1.000
1.000
1.000
1.000
1.000
1.000
21.72
21.72
21.72
21.72
21.47
21.10
21.10
21.10
20.72
20.31
20.31
20.31
19.89
19.44
19.44
19.44
18.96
18.76
18.45
18.41
17.90
17.31
16.66
16.38
16.38
16.38
16.38
16.38
16.38
16.38
107.46
107.46
107.46
107.46
115.36
126.44
126.44
126.44
137.24
147.74
147.74
147.74
157.90
167.69
167.69
167.69
177.06
180.68
182.41
183.14
190.81
198.56
205.53
214.45
225.08
235.72
246.36
256.99
267.63
276.14
0.650
0.650
0.650
0.650
0.650
0.650
0.650
0.650
0.650
0.650
0.650
0.650
0.650
0.650
0.650
0.650
0.650
0.650
0.650
0.650
0.650
0.650
0.650
0.650
0.650
0.650
0.650
0.650
0.650
0.650
0.000
0.000
0.000
0.587
4.933
5.358
0.000
1. 406
7.429
6.422
0.000
1.672
8.758
7,485
0.000
1.938
10.088
4.200
5.142
1.264
11.209
11. 874
12.539
13.204
13.868
14.533
15.198
15.863
16.527
13.701
0.000
0.000
0.000
0.381
3.206
3.483
0.000
0.914
4.829
4.174
0.000
1. 087
5.693
4.865
0.000
1. 260
6.557
2.730
3.342
0.822
7.286
7.718
8.150
8.582
9.014
9.447
9.879
10.311
10.743
8.905
0.00
0.00
0.00
14.00
116.90
125.28
0.00
32.59
170.30
144 . 71
0.00
37.30
192 . 95
161. 67
0.00
41.37
212.20
86.79
104.94
25.56
223.14
228.89
233.10
238.03
249.60
261. 56
273.53
285.49
297.46
246.58
0.00
0.00
0.00
20.54
172.83
187.99
0.00
49.37
261. 05
225.90
0.00
58.84
308.44
263.81
0.00
68.32
355.82
408.23
226.27
55.65
493.57
523.19
552.80
582.42
612.03
641.65
671.27
700.88
730.50
605.72
---------( END LOAD CASE 1
Summation TOTAL = 4003.94 8777.09
POLE SHAFT LOADS )-------------------------------
".
o
o
Page 5
PJF Pole (tm) - Monopole Design Program
Windows Version 1.28.0090 Fri Jun 29, 2001 - 11:29:23 am
(c) 1993 to 1997 PAUL J. FORD AND COMPANY, Columbus, Ohio
Licensed to FWT, Inc., Fort Worth, Texas
".
---------------------------------------------------------------------------------
Job No.. . . . . :
Description
Design.. ...
Owner. . . . . .
Status.... .
23700000 Design No: MOl-1316-A Engineer : MT
90 FT MONOPOLE - IN-2572, WOODLAND, HAMILTON COUNTY, IN
NEXTEL COMMUNICATIONS
Engineering Final Design
Client: NEXTEL COMMUNICATIONS
Revision: Rev. Date :
POLE SHAFT SEGMENTS -- AXIAL AND. SHEAR FORCES:
LOAD CASE 1: BASIC WIND VELOCITY = 80.00 mph
Cumulative Cumulative
Tube Segment Axial Axial Horiz. Horiz.
Segment Elevation Load Load Shear Shear
No. (ft) (kips) (kips) (kips) (kips)
---------------------------------------------------------------------------------
1. 88.500 0.000 0.000 0.000 0.000
2. 88.500 0.015 0.015 0.022 0.022
3. 88.500 0.372 0.387 4.241 4.264
4. 88.500 3.454 3.841 1.680 5.943
5. 85.000 0.173 4.013 0.117 6.060
6. 80.000 0.188 4.201 0.125 6.185
7. 80.000 0.372 4.573 4.101 10.286
8. 80.000 3.216 7.790 0.922 11.208
9. 75.000 0.261 8.051 0.170 11.379
10. 70.000 o .226 8.277 0.145 11.523
11. 70.000 0.372 8.649 3.947 15.471
12. 70.000 3.226 11. 875 0.893 16.364
13. 65.000 0.308 12.183 0.193 16.557
14. 60.000 0.264 12.447 0.162 16.719
15. 60.000 0.372 12.819 3.777 20.496
16. 60.000 3.235 16.054 0.861 21.357
17. 55.000 0.356 16.410 0.212 21.569
18. 53.000 0.408 16.818 0.087 21.656
19. 50.000 0.226 17.044 0.105 21. 761
20. 49.583 0.056 17.100 0.026 21.786
21. 45.000 0.494 17.594 0.223 22.009
22. 40.000 0.523 18.117 0.229 22.238
23. 35.000 0.553 18.670 0.233 22.471
24. 30.000 0.582 19.252 0.238 22.709
25. 25.000 0.612 19.864 0.250 22.959
26. 20.000 0.642 20.506 0.262 23.220
27. 15.000 0.671 21.177 0.274 23.494
28. 10.000 0.701 21.878 0.285 23.779
29. 5.000 0.730 22.608 0.297 24.077
30. 1. 000 0.606 23.214 0.247 24.324
Base 0.000 23.214 24.324
---------( END LOAD CASE 1 AXIAL AND SHEAR FORCE )--------------------------
CD
Q
Page 6
PJF Pole (tm) - Monopole Design Program
Windows Version 1.28.0090 Fri Jun 29, 2001 - 11:29:23 am
(c) 1993 to 1997 PAUL J. FORD AND COMPANY, Columbus, Ohio
Licensed to FWT, Inc., Fort Worth, Texas
---------------------------------------------------------------------------------
23700000 Design No: M01-1316-A Engineer : MT
90 FT MONOPOLE - IN-2572, WOODLAND, HAMILTON COUNTY, IN
Job No......:
Desoription
Design.... .
Owner. . . . . .
Status.... .
NEXTEL COMMUNICATIONS
Engineering Final Design
Client: NEXTEL COMMUNICATIONS
Revision: Rev. Date :
---------------------------------------------------------------------------------
POLE SHAFT SEGMENTS -- MOMENTS and DEFLECTIONS:
LOAD CASE 1:
Segmnt'
Elev
(ft)
BASIC WIND VELOCITY = 80.00 mph
[-------- MOMENTS
From From
Ant/ Shaft
A%:m Wind
(ft-kips) ---------]
From
P-Delta Total
Effeots Moment
[--DEFLECTIONS (inoh)-------)
No TotalW/ Total
P-Delta P-Delta Rotation
Effeots Effects (deg)
---------------------------------------------------------------------------------
88.50
88.50
88.50
88.50
85.00
80.00
80.00
80.00
75.00
70.00
70.00
70.00
65.00
60.00
60.00
60.00
55.00
53.00
50.00
49.58
45.00
40.00
35.00
30.00
25.00
20.00
15.00
10.00
5.00
0.00
8.983
8.983
8.983
8.983
29.736
59.382
59.382
59.382
113.980
168.577
168.577
168.577
247.193
325.808
325.808
325.808
427.406
468.045
529.004
537.470
630.602
732.200
833.798
935.396
1036.993
1138.591
1240.189
1341.787
1443.385
1544.983
0.000
0.000
0.000
0.000
0.222
1.187
1.187
1.187
2.966
5.621
5.621
5.621
9.208
13.781
13.781
13.781
19.387
21. 929
26.067
26.667
33.833
42.737
52.795
64.025
76.468
90.183
105.230
121.668
139.558
158.959
0.000 8.983 56.166 59.009 6.020
0.000 8.983 56.166 59.009 6.020
0.000 8.983 56.166 59.009 6.020
0.020 9.004 55.566 58.376 6.020
1.660 31.618 50.790 53.336 5.952
3.346 63.915 46.093 48.381 5.777
3.346 63. 915 46.093 48.381 5.777
3.808 64 . 377 44.942 47.167 5.777
7.716 124.662 39.308 41.224 5.519
10.793 184.991 35.002 36.686 5.192
10.793 184.991 35.002 36.686 5.192
11.579 '185.777 33.967 35.595 5.192
16.834 273.234 28.975 30.338 4.813
20.836 360.425 25.257 26.426 4.394
20.836 360.425 25.257 26.426 4.394
21.821 361. 410 24.380 25.504 4.394
27.728 474.521 20.213 21. 126 3.946
29.944 519.918 18.673 19.509 3.760
32.558 587.628 16.903 17.652 3.513
33.164 597.302 16.495 17.225 3.479
38.158 702.592 13.188 13.760 3.109
42.679 817.616 10.275 10.711 2.710
46.705 933.297 7.753 8.075 2.322
50.223 1049.644 5.612 5.840 1. 946
53.224 1166.686 3.840 3.992 1. 585
55.699 1284.474 2.421 2.514 1.238
57.641 1403.060 1. 341 1.392 0.907
59.039 1522.494 0.587 0.609 0.591
59.886 1642.828 0,145 0.150 0.288
60.170 1764.112 0.000 0.000 0.000
---------( END LOAD CASE 1 -- MOMENTS AND DEFLECTIONS )------------------------
o
o
Page 7
PJF Pole (tm) - Monopole Design Program
Windows Version 1.28.0090 Fri Jun 29, 2001 - 11:29:23 am
(c) 1993 to 1997 PAUL J. FORD AND COMPANY, Columbus, Ohio
Licensed to FWT, Inc., Fort Worth, Texas
---------------------------~-----------------------------------------------------
23700000 Design No: MOl-1316-A Engineer : MT
90 FT MONOPOLE - IN-2572, WOODLAND, HAMILTON COUNTY, IN
Job No.. . . . . :
Description
Design. . . . .
Owner. . . . . .
Status.... .
NEXTEL COMMUNICATIONS
Engineering Final Design
Client: NEXTEL COMMUNICATIONS
Revision: Rev. Date :
POLE SHAFT SEGMENTS -- ACTUAL VS. ALLOWABLE STRESSES:
LOAD CASE 1: BASIC WIND VELOCITY = 80.00 mph
Note: Per TIA/EIA Sec. 3.1.1.1: Allow a 1/3 stress increase for poles under
700 feet in height. The allowable stresses
shown include the factor of 1.333
Segmnt
Elev
(ft)
[-------------- ACTUAL STRESSES ---------------]
Bending Axial Torsion Shear Combined
[fb] [fa] [ft] [fv] [Ftot]
(ksi) (ksi) (ksi) (ksi) (ksi)
Allow.
Stress
[Fb]
(ksi)
Actual/
Allowable
. [Ftot/Fb]
Ratio
88.50 2.940 0.000
88.50 2.940 0.001
88.50 2.940 0.035
88.50 2.947 0.352
85.00 8.841 0.340
80.00 14.553 0.322
80.00 14.553 0.350
80.00 14 . 658 0.596
75.00 23.560 0.562
70.00 29.484 0.531
70.00 29.484 0.555
70.00 29.609 0.761
65.00 37.219 0.723
60.00 42.444 0.687
60.00 42.444 0.707
60.00 42.560 0.886
55.00 48.789 0.846
53.00 50.757 0.845
50.00 44.581 0.675
49.58 44.843 0.673
45.00 47.172 0.655
40.00 48.923 0.637
35.00 50.083 0.622
30.00 50.800 0.609
25.00 51.184 0.599
20.00 51.316 0.590
15.00 51.259 0.583
10.00 51. 059 0.577
5.00 50.753 0.572
0.00 50.368 0.565
---------( END LOAD CASE 1
0.000 0.000 2.94Q 52.00 0.0565
0.007 0.004 2.942 52.00 0.0566
0.398 0.780 3.608 52.00 0.0694
0.551 1.087 4.351 52.00 0.0837
0.472 1.025 9.540 52.00 0.1835
0.385 0.945 15.051 52.00 0.2895
0.699 1.571 15.413 52.00 0.2964
0.767 1.712 15.847 52.00 0.3048
0.638 1.584 24.427 52.00 0.4697
0.538 1.474 30.216 52.00 0.5811
0.791 1.979 30.419 52.00 0.5850
0.846 2.094 30.794 52.00 0.5922
0.724 1.959 38.226 52.00 0.7351
0.626 1.840 43.342 52.00 0.8335
0.834 2.256 43.482 52.00 0.8362
0.879 2.351 43.805 52.00 0.8424
0.768 2.219 49.904 52.00 o . 9597
0.730 2.171 51.847 52.00 0.9970
0.566 1.718 45.429 52.00 0.8736
0.560 1.712 45.686 52.00 0.8786
0.501 1.636 47.970 52.00 0.9225
0.447 1.561 49.682 52.00 o . 9554
0.401 1.494 50.812 52.00 0.9771
0.362 1.434 51.504 52.00 0.9905
0.328 1.381 51.867 52.00 0.9974
0.299 1.333 51.983 52.00 0.9997
0.273 1.290 51.912 52.00 0.9983
0.251 1.251 51. 702 52.00 0.9943
0.231 1.216 51.387 52.00 0.9882
0.214 1.181 50.991 52.00 0.9806
ACTUAL VS. ALLOWABLE STRESSES )------------------
CD
o
Page 8
PJF Pole (tm) - Monopole Desiqn Program
Windows Version 1.28.0090 Fri Jun 29, 2001 - 11:29:23 am
(c) 1993 to 1997 PAUL J. FORD AND COMPANY, Columbus ,Ohio
Licensed to FWT, Inc., Fort Worth, Texas
Job No. . . . . . :
Description
Desiqn.... .
Owner. . . . . .
Status.... .
23700000 Desiqn No: MOl-1316-A Engineer : MT
90 FT MONOPOLE - IN-2572, WOODLAND, HAMILTON COUNTY, IN
NEXTEL COMMUNICATIONS
Engineering Final Desiqn
Client: NEXTEL COMMUNICATIONS
Revision: Rev. Date :
ANTENNA AND ARM PROPERTIES AND LOAD DATA:
LOAD CASE 2: WIND VELOCITY = 69.28 mph + 0.50 inches Radial Ice.
Arm Load Antenna Antenna
Ant Mount. Applic. Arm Ice Area Force Antenna
Arm Elev. Elev. Length Load [CaAa] [qzGhCaAa] Weight
No. (ft) (ft) (ft) Case (sf) (lbs) ( lbs )
[lJ 88.500 94.000 2.0000 wi Ice: 1.14 31.93 21.00
Description: 3/4" Lightning Rod
[ qz ] [qz] [Gh]
[ Gh ] [ Kz ] (psf) (psf)
1.69 1.349 wi Ice: 16.572 28.006
[2] 88.500 90.000 0.0000 wi Ice: 126.00 3485.24 1116.00
Description: (12) ANTEL RWA-80017 Sector (L=8 ' )
[ qz ] [qz] [Gh]
[ Gh ] [ Kz ] (psf) (psf)
1. 69 1.332 wi Ice: 16.367 27.661
[3J
88.500 90.000 0.0000 wi Ice:
Description: 14-Ft Platform wi service
[Gh] [Kz]
1. 69 1. 332
wi Ice:
54.68
grating &
[ qz ]
(psf)
16.367
1512.48
handrails
[qz] [Gh]
(psf)
27.661
4823.00
[4J 80.000 80.000 0.0000 wi Ice: 126.00 3369.90 1116.00
Description: (12) ANTEL RWA-80017 Sector (L=8 ' )
[ qz ] [qz] [Gh]
[ Gh ] [ Kz ] (psf) (psf)
1. 69 1. 288 wi Ice: 15.826 26.745
[5J
80.000 80.000 0.0000 wi Ice:
Description: 14-Ft L.P. Sectored Mount
[Gh] [Kz]
1. 69 1. 288
wi Ice:
28.88
wi service
[ qz ]
(psf)
15.826
772.40
grating
[qz] [Gh]
(psf)
26.745
4275.00
[6J 70.000 70.000 0.0000 wi Ice: 126.00 3243.76 1116.00
Description: (12) ANTEL RWA-80017 Sector (L=8 ' )
[ qz ] [qz] [Gh]
[ Gh ] [ Kz ] (psf) (psf)
1. 69 1.240 wi Ice: 15.233 25.744
[7]
70.000 70.000 0.0000 wi Ice:
Description: 14-Ft L.P. Sectored Mount
[Gh] [Kz]
1.69 1. 240
wi Ice:
28.88
wi service
[ qz ]
(psf)
15.233
743.49
grating
[qz] [Gh]
(psf)
25.744
4275.00
[8J
60.000
60.000 0.0000
wi Ice:
126.00
3103.99
1116.00
Description: (12)
[ Gh ]
1.69
ANTEL RWA-80017- Sector (L=8')
[ qz ]
(psf)
14.577
0]
1.186
wi Ice:
(1Z] [Gh]
~sf)
24.635
---------------------------------------------------------------------------------
[ 9]
60.000 60.000 0.0000 wi Ice: 28.88
Description: 14-Ft L.P. Sectored Mount wi service
[ qz ]
[ Gh] [Kz] (psf)
1.69 1.186 wi Ice: 14.577
711.45
grating
[qz] [Gh]
(psf)
24.635
4275.00
---------------------------------------------------------------------------------
[)
u
Page 9
PJF Pole (tm) - Monopole Design Program
Windows Version 1.28.0090 FriJun 29, 2001 - 11:29:23 am
(c) 1993 to 1997 PAUL J. FORD AND COMPANY, Columbus, Ohio
Licensed to FWT, Inc., Fort Worth, Texas
23700000 Design No: MOl-1316-A Engineer : MT
90 FT MONOPOLE - IN-2572,.WOODLAND, HAMILTON COUNTY, IN
Job No. . . . . . :
Description
Design. . . . .
Owner. . . . . .
Status.... .
NEXTEL COMMUNICATIONS
Engineering Fina~ Design
LOAD CASE 2:
POLE SHAFT LOADS:
Client: NEXTEL COMMUNICATIONS
Revision: Rev. Date :
WIND VELOCITY = 69.28 mph with 0.50 inches Radial Ice.
Design Loads per TIA/EIA-222-F Standard; Gust Factor ........ Gh = 1.69
Pole DL Overload Factor = 1.1
Per TIA/EIA Table 1: Note 3: For all cross sectional shapes,
Force Coefficient [Cf] need not exceed 1.2
for any value of C. (Where C=sqrt(Kz)*V*D.)
Pole Projected Area Segment Shaft
Veloc Force Shaft Segment Wind Segment
Coeff Coeff [Ae] [Cf Ae] Force Weight
[C] [Cf] (sf) (sf) (lbs) (lbs)
Top of
Segment
Elev.
(ft)
88.500
88.500
88.500
88.500
85.000
80.000
80.000
80.000
75.000
70.000
70.000
70.000
65.000
60.000
60.000
60.000
55.000
53.000
50.000
49.583
45.000
40.000
35.000
30.000
25.000
20.000
15.000
10.000
5.000
1.000
Expos
Coeff
[Kz]
1. 326
1. 326
1.326
1. 326
1.310
1.288
1.288
1.288
1.264
1.240
1.240
1. 240
1.214
1.186
1.186
1.186
1.157
1.145
1.126
1.123
1. 093
1.057
1.017
1.000
1.000
1.000
1.000
1.000
1.000
1.000
Veloc
Press
[qz]
(psf)
16.29
16.29
16.29
16.29
16.10
15.83
15.83
15.83
15.54
15.23
15.23
15.23
14.91
14.58
14.58
14.58
14.22
14.07
13.84
13.80
13.43
112.98
12.50
12.29
12.29
12.29
12.29
12.29
12.29
12.29
93.06
93~06
93.06
93.06
99.91
109.50
109.50
109.50
118.85
127.94
127.94
127.94
136.74
145.22
145.22
145.22
153.34
156.47
157.98
158.60
165.24
171. 96
178.00
185.72
194.93
204.14
213.35
222.56
231.77
239.14
0.650
0.650
0.650
0.650
0.650
0.650
0.650
0.650
0.650
0.650
0.650
0.650
0.650
0.650
0.650
0.650
0.650
0.650
0.650
0.650
0.650
0.650
0.650
0.650
0.650
0.650
0.650
0.650
0.650
0.650
0.000
0.000
0.000
0.628
5.266
5.691
0.000
1. 489
7.845
6.755
0.000
1.755
9.175
7.819
0.000
2.021
10.505
4.367
5.343
1.313
11. 626
12.291
12.955
13.620
14.285
14.950
15.615
16.279
16.944
14.034
0.000
0.000
0.000
0.408
3.423
3.699
0.000
0.968
5.100
4.391
0.000
1.141
5.964
5.082
0.000
1.314
6.828
2.839
3.473
0.853
7.557
7.989
8.421
8.853
9.285
9.717
10.149
10.582
11.014
9.122
0.00
0.00
0.00
11.24
93.60
99.81
0.00
25.89
134.89
114 .16
0.00
29.37
151.60
126.65
0.00
32.36
165.73
67.68
81.79
19.91
173.57
177.69
180.63
184.16
192.82
201.80
210.77
219.74
228.72
189.44
0.00
0.00
0.00
25.04
210.59
228.91
0.00
60.09
317.61
274.69
0.00
71.53
374.84
320.48
0.00
82.98
432.07
495.57
265.10
65.20
578.12
612.66
647.20
681. 74
716.28
750.82
785.36
819.90
854.44
708.42
---------( END LOAD CASE 2
Summation TOTAL = 3114.02 10379.65
POLE SHAFT LOADS )-------------------------------
o
o
Page 10
PJF Pole (tm) - Monopole Design Program
Windows Version 1.28.0090 Fri Jun 29, 2001 - 11:29:23 am
(c) 1993 to 1997 PAUL J. FORD AND COMPANY, Columbus, Ohio
Licensed to FWT, Inc., Fort Worth, Texas
-.
---------------------------~-----------------------------------------------------
Job No......:
Description
Design.. . ..
OWner. . . . . .
Status.... .
23700000 Design No: MOl-1316-A Engineer : MT
90 FT MONOPOLE - IN-2572, WOODLAND, HAMILTON COUNTY, IN
NEXTEL COMMUNICATIONS
Engineering Final Design
Client: NEXTEL COMMUNICATIONS
Revision: Rev. Date :
LOAD CASE 2:
POLE SHAFT SEGMENTS -- AXIAL AND SHEAR FORCES:
WIND VELOCITY = 69.28 mph with 0.50 inches Radial Ice.
Tube
Segment
No.
Segment
Elevation
(ft)
Axial
Load
(kips)
1.
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
12.
13.
14.
15.
16.
17.
18.
19.
20.
21.
22.
23.
24.
25.
26.
27.
28.
29.
30.
88.500
88.500
88.500
88.500
85.000
80.000
80.000
80.000
75.000
70.000
70.000
70.000
65.000
60.000
60.000
60.000
55.000
53.000
50.000
49.583
45.000
40.000
35.000
30.000
25.000
20.000
15.000
10.000
5.000
1.000
0.000
0.021
1.116
4.848
0.211
0.229
1. 11 6
4.335
0.318
0.275
1.116
4.347
0.375
0.320
1.116
4.358
0.432
0.496
0.265
0.065
0.578
0.613
0.647
0.682
0.716
0.751
0.785
0.820
0.854
0.708
Base
0.000
AXIAL AND SHEAR FORCE )--------------------------
20.089
---------( END LOAD CASE 2
Cumulative
Axial
Load
(kips)
Horiz.
Shear
(kips)
0.000
0.021
1.137
5.985
6.196
6.425
7.541
11. 876
12.193
12.468
13.584
17.930
18.305
18.626
19.742
24.100
24.532
25.027
25.292
25.358
25.936
26.548
27.196
27.877
28.594
29.345
30.130
30.950
31.804
32.513
0.000
0.032
3.485
1.524
0.094
0.100
3.370
0.798
0.135
0.114
3.244
0.773
0.152
0.127
3.104
0.744
0.166
0.068
0.082
0.020
0.174
0.178
0.181
0.184
0.193
0.202
0.211
0.220
0.229
0.189
32.513
Cumulative
Horiz.
Shear
(kips)
0.000
0.032
3.517
5.041
5.134
5.234
8.604
9.402
9.537
9.652
12.895
13.668
13.820
13.946
17.050
17.794
17.960
18.028
18.109
18.129
18.303
18.481
18.661
18.845
19.038
19.240
19.451
19.671
19.899
20.089
CD
u
paqe 11
PJF Pole (tm) - Monopole Desiqn proqram
Windows Version 1.28.0090 Fri Jun 29, 2001 - 11:29:23 am
(c) 1993 to 1997 PAUL J. FORD AND COMPANY, Columbus, Ohio
Licensed to FWT, Inc., Fort Worth, Texas
---------------------------------------------------------------------------------
23700000 Desiqn No: MOl-1316-A Enqineer : MT
90 FT MONOPOLE - IN-2572, WOODLAND, HAMILTON COUNTY, IN
Job No. . . . . . :
Description
. Desiqn. . . . .
Owner. . . . . .
Status.... .
NEXTEL COMMUNICATIONS
Enqineerinq Final Desiqn
Client: NEXTEL COMMUNICATIONS
Revision: Rev. Date :
---------------------------------------------------------------------------------
POLE SHAFT SEGMENTS -- MOMENTS and DEFLECTIONS:
LOAD CASE 2:
Segmnt
Elev
(ft)
WIND VELOCITY = 69.28 mph with 0.50 inches Radial Ice.
---------]
[--DEFLECTIONS (inch)-------]
No Total wi Total
P-Delta P-Delta Rotation
Effects Effects (deq)
[--------
From
Anti
Arm
MOMENTS
From
Shaft
Wind
(ft-kips)
From
P-Delta
Effects
Total
Moment
---------------------------------------------------------------------------------
88.50
88.50
88.50
88.50
85.00
80.00
80.00
80.00
75.00
70.00
70.00
70.00
65.00
60.00
60.00
60.00
55.00
53.00
50.00
49.58
45.00
40.00
35.00
30.00
25.00
20.00
15.00
10.00
5.00
0.00
7.672
7.672
7 . 672
7 . 672
25.276
50.424
50.424
50.424
96.284
142.144
142.144
142.144
207.940
273.736
273.736
273.736
358.609
392.558
443.482
450.555
528.356
613.229
698.102
782.975
867.849
952.722
1037.595
1122.468
1207.342
1292.215
0.000
0.000
0.000
0.000
0.178
0.950
0.950
0.950
2.369
4.479
4.479
4.479
7.324
10.942
10.942
10.942
15.369
17.374
20.634
21.107
26.744
33.739
41 . 629
50.428
60.163
70.881
82.626
95.442
109.376
124.470
0.000 7.672 46.849 50.502 5.180
0.000 7.672 46.849 50.502 5.180
0.000 7.672 46.849 50.502 5.180
0.052 7.724 46.347 49.958 5.180
2.240 27.694 42.356 45.626 5.120
4.468 55.842 38.432 41.368 4.967
4.468 55.842 38.432 41. 368 4.967
5.124 56.497 37.471 40.325 4.967
10.226 108.879 32.76.6 35.222 4.742
14.216 160.840 29.171 31. 328 4.456
14.216 160.840 29.171 31.328 4.456
15.275 161. 898 28.308 30.393 4.456
22.064 237.328 24.142 25.886 4.127
27.207 311.885 21.041 22.535 3.763
27.207 311.885 21.041 22.535 3.763
28.506 313.184 20.309 21. 746 3 . 763
36.079 410.057 16.835 18.001 3.376
38.909 448.841 15.551 16.619 3.215
42.230 506.346 14.076 15.032 3.001
42.998 514.660 13.736 14.668 2.972
49.305 604.404 10.981 11.709 2.654
54.976 701.945 8.554 9.109 2.311
59.992 799.723 6.453 6.863 1. 978
64.344 897.747 4.671 4.960 1.656
68.032 996.044 3.195 3.389 1.347
71.053 1094.656 2.014 2.133 1.052
73.406 1193.627 1.116 1.180 0.770
75.090 1293.001 0.488 0.516 0.501
76.103 1392.820 0.120 0.127 0.244
76.442 1493.127 0.000 0.000 0.000
---------( END LOAD CASE 2 -- MOMENTS AND DEFLECTIONS )------------------------
o
o
Page 12
PJF Pole (tm) - Monopole Design Program
Windows Version 1.28.0090 Fri Jun 29, 2001 - 11:29:23 am
(c) 1993 to 1997 PAUL J. FORD AND COMPANY, Columbus, Ohio
Licensed to FWT, Inc., Fort Worth, Texas
-----------------------~---~-----------------------------------------------------
Job No. . . . . . :
Description
Design.... .
Owner. . . . . ..
Status.... .
23700000 Design No: MOl-1316-A Engineer : MT
90 FT MONOPOLE - IN-2572, WOODLAND, HAMILTON COUNTY, IN
NEXTEL COMMONICATIONS
Engineering Final Design
Client: NEXTEL COMMUNICATIONS
Revision: Rev. Date :
POLE SHAFT SEGMENTS -- ACTUAL VS. ALLOWABLE STRESSES:
LOAD CASE 2: WIND VELOCITY = 69.28 mph with 0.50 inches Radial Ice.
Note: Per TIA/EIA Sec. 3.1.1.1: Allow a 1/3 stress increase for poles under
700 feet in height. The allowable stresses
shown include the factor of 1.333
Segmnt
Elev
(ft)
[-------------- ACTUAL STRESSES ---------------]
Bending Axial Torsion Shear . Combined
[fb] [fa] [ft] [fv] [Ftot]
(ksi) . (ksi) (ksi) (ksi) (ksi)
Allow.
Stress
[Fb]
(ksi)
Actual/
Allowable
[Ftot/Fb]
Ratio
88.50 2.511 0.000 0.000 0.000 2.511 52.00 0.0483
88.50 2.511 0.002 0.010 0.006 2.513 52.00 0.0483
88.50 2.511 0.104 0.331 0.643 3.112 52.00 0.0599
88.50 2.528 0.549 0.470 0.922 3.909 52.00 0.0752
85.00 7.744 0.525 0.402 0.868 8.557 52.00 0.1646
80.00 12.715 0.492 0.328 0.799 13..350 52.00 0.2567
80.00 12 .715 0.577 0.587 1.314 13.694 52.00 0.2633
80.00 12 . 864 0.9Q9 0.646 1. 436 14.237 52.00 0.2738
75.00 20.577 0.851 0.537 1.328 21.670 52.00 0.4167
70.00 25.634 0.800 0.453 1.235 26.595 52.00 0.5114
70.00 25.634 0.871 0.661 1.650 26.806 52.00 0.5155
70.00 25.803 1.150 0.709 1. 749 27.287 52.00 0.5247
65.00 32.328 1.086 0.606 1.635 33.639 52.00 0.6469
60.00 36.728 1.028 0.525 1.535 37.924 52.00 o . 72 93
60.00 36.728 1. 089 0.696 1.877 38.079 52.00 0.7323
60.00 36.881 1.330 0.735 1. 959 38.494 52.00 0.7403
55.00 42.161 1.265 0.642 1.848 43.639 52.00 0.8392
53.00 43.818 1.258 0.610 1.808 45.270 52.00 0.8706
50.00 38.415 1.001 0.473 1.430 39.553 52.00 0.7606
49.58 38.639 0.998 0.468 1.424 39.772 52.00 o . 7649
45.00 40.580 0.966 0.419 1.360 41.660 52.00 0.8011
40.00 42.002 0.934 0.373 1.297 43.033 52.00 0.8276
35.00 42.915 0.906 0.335 1.241 43.906 52.00 0.8444
30.00 43.449 0.882 0.302 1. 190 44.406 52.00 0.8540
25.00 43.697 0.862 0.274 1.145 44.627 52.00 0.8582
20.00 43.732 0.844 0.250 1.104 44.638 52.00 0.8584
15.00 43.607 0.829 0.228 1.068 44.493 52.00 0.8556
10.00 43.363 0.816 0.210 1.035 44.232 52.00 0.8506
5.00 43.030 0.805 0.193 1.005 43.884 52.00 0.8439
0.00 42.631 0.791 0.179 0.976 43.469 52.00 0.8359
---------( END LOAD CASE 2
ACTUAL VS. ALLOWABLE STRESSES )------------------
~
u
Page 13
~
PJF Pole (tm) -
Monopole Design Program
Windows Version 1.28.0090 Fri Jun 29, 2001 - 11:29:23 am
(c) 1993 to 1997 PAUL J. FORD AND COMPANY, Columbus, Ohio
Licensed to FWT, Inc., Fort Worth, Texas
---------------------------------------------------------------------------------
Job No......:
Description
Design. .. ..
Owner..... .
Status.... .
23700000 Design No: M01-1316-A Engineer : MT
90 FT MONOPOLE - IN-2572, WOODLAND, HAMILTON COUNTY, IN
NEXTEL COMMUNICATIONS
Engineering Final Design
Client: NEXTEL COMMUNICATIONS
Revision: Rev. Date :
---------------------------------------------------------------------------------
ANTENNA AND ARM PROPERTIES AND LOAD DATA:
LOAD CASE 3: BASIC WIND VELOCITY = 50.00 mph
Arm Load Antenna Antenna
Ant Mount. Applic. Arm Ice Area Force Antenna
Arm Elev. Elev. Length Load [CaAa] [qzGhCaAa] Weight
No. (ft) (ft) (ft) Case (sf) (lbs) (1bs)
---------------------------------------------------------------------------------
[1] 88.500 94.000 2.0000 No Ice: 0.60 8.75 15.00
Description: 3/4" Lightning Rod
[ qz ] [qz] [Gh]
[ Gh ] [ Kz ] (psf) (psf)
1. 69 1.349 No Ice: 8.631 14.587
---------------------------------------------------------------------------------
[2] 88.500 90.000 0.0000 No Ice: 115.00 1656.76 372.00
Description: (12) ANTEL RWA-80017 Sector (L=8 ' )
[ qz ] [qz] [Gh]
[ Gh ] [ Kz ] (psf) (psf)
1. 69 -1. 332 No Ice: 8.525 14.407
-------------------------------------'--------------------------------------------
[3]
88.500 90.000 0.0000 No Ice:
Description: 14-Ft Platfo~ w/service
[Gh] [Kz]
1. 69 1. 332
No Ice:
45.16
grating &
[ qz ]
(psf)
8.525
650.60
handrails
[qz] [Gh]
(psf)
14.407
3433.00
---------------------------------------------------------------------------------
[4] 80.000 80.000 0.0000 No Ice: 115.00 1601.93 372.00
Description: (12) ANTEL RWA-80017 Sector (L=8 ' )
[ qz ] [qz] [Gh]
[ Gh ] [ Kz ] (psf) (psf)
1. 69 1.288 No Ice: 8.242 13.930
---------------------------------------------------------------------------------
[5]
80.000 80.000 0.0000 No Ice:
Description: 14-Ft L.P. Sectored MOunt
[Gh] [Kz]
1.69 1.288
No Ice:
24.94
w/service
[ qz ]
(psf)
8.242
347.41
gratinq
[qz] [Gh]
(psf)
13.930
3167.00
---------------------------------------------------------------------------------
[6] 70.000 70.000 0.0000 No Ice: 115.00 1541.96 372.00
Description: (12) ANTEL RWA-80017 Sector (L=8 ' )
[ qz ] [qz] [Gh]
[ Gh ] [ Kz ] (psf) (psf)
1. 69 1.240 No Ice: 7.934 13.408
---------------------------------------------------------------------------------
[7]
70.000 70.000 0.0000 No Ice:
Description: 14-Ft L.P. Sectored Mount
[Gh] [Kz]
1. 69 1.240
No Ice:
24.94
w/service
[ qz ]
(psf)
7.934
334.41
grating
[qz] [Gh]
(psf)
13.408
3167.00
---------------------------------------------------------------------------------
[8]
60.000
60.000 0.0000
No Ice:
115.00
1475.53
372.00
Description: (12) ANTEL R~-80017
[ Gh ]
1.69
[9]
0]
1.186
No Ice:
Sector (L=8')
[ qz ]
(psf)
7.592
60.000 60.000 0.0000 No Ice: 24.94
Description: 14-Ft L.P. Sectored Mount w/service
[ qz ]
(psf)
7.592
[ Gh ]
1. 69
[ Kz ]
1.186
No Ice:
(~] [Gh]
~f)
12.831
320.00
grating
[qz] [Gh]
(psf)
12.831
".
3167.00
't"
PJF Pole (tIn) -
w
u
Page 14
Monopole Design Program
Windows Version 1.28.0090 Fri Jun 29, 2001 - 11:29:23 am
(c) 1993 to 1997 PAUL J. FORD AND COMPANY, Columbus, Ohio
Licensed to FWT, Inc., Fort Worth, Texas
23700000 Design No: MOl-1316-A Engineer : MT
90 FT MONOPOLE - IN-2572, WOODLAND, HAMILTON COUNTY, IN
Job No... . . . :
Description
Design. . . . .
Owner. . . . . .
Status.....
NEXTEL COMMUNICATIONS
Engineering Final Design
LOAD CASE 3:
POLE SHAFT LOADS:
Client: NEXTEL COMMUNICATIONS
Revision: Rev. Date :
BASIC WIND VELOCITY = 50.00 mph
Design Loads per TIA/EIA-222-F Standard; Gust Factor ........ Gh = 1.69
Pole DL Overload Factor = 1.1
Per TIA/EIA Table 1: Note 3: For all cross sectional shapes,
Force Coefficient [Cf] need not exceed 1.2
for any value of C. (Where C=sqrt(Kz)*V*D.)
Pole Projected Area Segment Shaft
Veloc Force Shaft Segment Wind Segment
Coeff Coeff [Ae] [Cf Ae] Force Weight
[C] [Cf] (sf) (sf) (lbs) (lbs)
Top of
Segment
Elev.
(ft)
88.500
88.500
88.500
88.500
85.000
80.000
80.000
80.000
75.000
70.000
70.000
70.000
65.000
60.000
60.000
60.000
55.000
53.000
50.000
49.583
45.000
40.000
35.000
30.000
25.000
20.000
15.000
10.000
5.000
1.000
Expos
Coeff
[Kz]
1.326
1.326
1.326
1.326
1. 310
1.288
1.288
1. 288
1.264
1.240
1.240
1.240
1. 214
1.186
1.186
1.186
1.157
1.145
1.126
1.123
1. 093
1.057
1.017
1.000
1.000
1.000
1.000
1.000
1.000
1.000
Veloc
Press
[qz]
(psf)
8.48
8.48
8.48
8.48
8.39
8.24
8.24
8.24
8.09
7.93
7.93
7.93
7.77
7.59
7.59
7.59
7.41
7.33
7.21
7.19
6.99
6.76
6.51
6.40
6.40
6.40
6.40
6.40
6.40
6.40
67.16
67.16
67.16
67.16
72.10
79.03
79.03
79.03
85.77
92.34
92.34
92.34
98.69
104.81
104.81
104.81
110.66
112 . 92
114.01
114.46
119.25
124.10
128.46
134.03
140.68
147.33
153.97
160.62
167.27
172.59
0.650
0.650
0.650
0.650
0.650
0.650
0.650
0.650
0.650
0.650
0.650
0.650
0.650
0.650
0.650
0.650
0.650
0.650
0.650
0.650
0.650
0.650
0.650
0.650
0.650
0.650
0.650
0.650
0.650
0.650
0.000
0.000
0.000
0.587
4.933
5.358
0.000
1. 406
7.429
6.422
0.000
1.672
8.758
7.485
0.000
1.938
10.088
4.200
5.142
1.264
11.209
11.874
12.539
13.204
13.868
14.533
15.198
15.863
16.527
13.701
0.000
0.000
0.000
0.381
3.206
3.483
0.000
0.914
4.829
4.174
0.000
1.087
5.693
4.865
0.000
1.260
6.557
2.730
3.342
0.822
7.286
7.718
8.150
8.582
9.014
9.447
9.879
10.311
10.743
8.905
0.00
0.00
0.00
5.47
45.66
48.94
0.00
12.73
66.52
56.53
0.00
14.57
75.37
63.15
0.00
16.16
82.89
33.90
40.99
9.99
87.16
89.41
91.05
92.98
97.50
102.17
106.85
111.52
116.19
96.32
0.00
0.00
0.00
20.54
172.83
187.99
0.00
49.37
261.05
225.90
0.00
58.84
308.44
263.81
0.00
68.32
355.82
408.23
226.27
55.65
493.57
523.19
552.80
582.42
612.03
641.65
671.27
700.88
730.50
605.72
---------( END LOAD CASE 3
Summation TOTAL = 1564.04 8777.09
POLE SHAFT LOADS )-------------------------------
o
o
Page 15
PJF Pole (tm) - Monopole Design Program
Windows Version 1.28.0090 Fri Jun 29, 2001 - 11:29:23 am
(c) 1993 to 1997 PAUL J. FORD AND COMPANY, Columbus, Ohio
Licensed to FWT, Inc., Fort Worth, Texas
---------------------------------------------------------------------------------
Job No. . . . . . :
Description
Design. ... .
Owner. . . . . .
S ta tus. . . . .
23700000 Design No: M01-1316-A Engineer : MT
90 FT MONOPOLE - IN-2572, WOODLAND, HAMILTON COUNTY, IN
NEXTEL COMMUNICATIONS
Engineering Final Design
Client: NEXTEL COMMUNICATIONS
Revision: Rev. Date :
POLE SHAFT SEGMENTS -- AXIAL AND SHEAR FORCES:
LOAD CASE 3: BASIC WIND VELOCITY = 50.00 mph
Cumulative Cumulative
Tube Segment Axial Axial Horiz. Horiz.
Segment Elevation Load Load Shear Shear
No. (ft) (kips) (kips) (kips) (kips)
---------------------------------------------------------------------------------
l. 88.500 0.000 0.000 0.000 0.000
2. 88.500 0.015 0.015 0.009 0.009
3. 88.500 0.372 0.387 1.657 1.666
4. 88.500 3,454 3.841 0.656 2.322
5. 85.000 0.173 4.013 0.046 2.367
6. 80.000 0.188 4.201 0.049 2.416
7. 80.000 0.372 4.573 1.602 4.018
8. 80.000 3.216 7.790 0.360 4.378
9. 75.000 0.261 8.051 0.067 4.445
10. 70.000 0.226 8.277 0.057 4.501
1l. 70.000 0.372 8.649 1.542 6.043
12. 70.000 3.226 11. 875 0.349 6.392
13. 65.000. 0.308 12.183 0.075 6.468
14. 60.000 0.264 12.447 0.063 6.531
15. 60.000 0.372 12.819 1.476 8.006
16. 60.000 3.235 16.054 0.336 8.342
17. 55.000 0.356 16.410 0.083 8.425
18. 53.000 0.408 16.818 0.034 8.459
19. 50.000 0.226 17.044 0.041 8.500
20. 49.583 0.056 17.100 0.010 8.510
21. 45.000 0.494 17.594 0.087 8.597
22. 40.000 0.523 18.117 0.089 8.687
23. 35.000 0.553 18.670 0.091 8.778
24. 30.000 0.582 19.252 0.093 8.871
25. 25.000 0.612 19.864 0.097 8.968
26. 20.000 0.642 20.506 0.102 9.070
27. 15.000 0.671 21.177 0.107 9.177
28. 10.000 0.701 21. 878 0.112 9.289
29. 5.000 0.730 22.608 0.116 9.405
30. 1.000 0.606 23.214 0.096 9.501
Base 0.000 23.214 9.501
---------( END LOAD CASE 3 AXIAL AND SHEAR FORCE )--------------------------
w
u
Page 16
PJF Pole (tm) - Monopole Design Program
Windows Version 1.28.0090 Fri Jun 29, 2001 - 11:29:23 am
(c) 1993 to 1997 PAUL J. FORD AND COMPANY, Columbus, Ohio
Licensed to FWT, Inc., Fort Worth, Texas
---------------------------------------------------------------------------------
Job No..... . :
Description
Design.... .
Owner. . . . . .
Status.... .
23700000 Design No: MOl-1316-A Engineer : MT
90 FT MONOPOLE - IN-2572, WOODLAND, HAMILTON COUNTY, IN
NEXTEL COMMUNICATIONS
Engineering Final Design
Client: NEXTEL COMMUNICATIONS
Revision: Rev. Date :
---------------------------------------------------------------------------------
POLE SHAFT SEGMENTS -- MOMENTS and. DEFLECTIONS:
LOAD CASE 3:
BASIC WIND VELOCITY = 50.00 mph
Segmnt
Elev
(ft)
[-------- MOMENTS
From From
AntI Shaft
Arm Wind
(ft-kips) ---------J
From
P-Delta Total
Effects Moment
[--DEFLECTIONS (inch)-------J
No Total wI Total
P-Delta P-Delta Rotation
Effects Effects (deg)
---------------------------------------------------------------------------------
88.50 3.509 0.000 0.000 3.509 21.905 23.007 2.351
88.50 3.509 0.000 0.000 3.509 21.905 23.007 2.351
88.50 3.509 0.000 0.000 3.509 21.905 23.007 2.351
88.50 3.509 0.000 0.008 3.517 21.671 22.761 2.351
85.00 11. 616 0.087 0.646 12.349 19.811 20.799 2.325
80.00 23.196 0.464 1.303 24.963 17.981 18.869 2.257
80.00 23.196 0.464 1.303 24.963 17.981 18.869 2.257
80.00 23.196 0.464 1. 483 25.143 17.532 18.396 2.257
75.00 44.523 1.159 3.005 48.687 15.337 16.081 2.156
70.00 65.851 2.196 4.204 72.250 13.659 14.313 2.028
70.00 65.851 2.196 4.204 72.250 13.659 14.313 2.028
70.00 65.851 2.196 4.510 72.556 13.255 13.888 2.028
65.00 96.560 3.597 6.558 106.715 11.309 11 . 839 1.880
60.00 127.269 5.383 8.119 140.771 9.859 10.314 1.716
60.00 127.269 5.383 8.119 140.771 9.859 10.314 1. 716
60.00 127.269 5.383 8.503 141.155 9.517 9.954 1. 716
55.00 166.955 7.573 10.807 185.335 7.891 8.247 1.541
53.00 182.830 8.566 11. 671 203.067 7.290 7.616 1. 469
50.00 206.642 10.182 12.691 229.515 6.600 6.891 1.372
49.58 209.949 10.417 12.928 233.294 6.441 6.725 1.359
45.00 246.329 13.216 14.876 274.421 5.150 5.372 1. 214
40.00 286.016 16.694 16.641 319.351 4.013 4.182 1.059
35.00 325.702 20. 623 18.213 364.538 3.028 3.153 0.907
30.00 365.389 25.010 19.586 409.985 2.192 2.281 0.760
25.00 405.076 29.870 20.758 455.704 1.500 1.559 0.619
20.00 444.762 35.228 21.725 501.715 0.946 0.982 0.484
15.00 484.449 41.105 22.483 548.038 0.524 0.544 0.354
10.00 524.136 47.527 23.029 594.692 0.229 0.238 0.231
5.00 563.822 54.515 23.360 641. 697 0.057 0.059 0.113
0.00 603.509 62.093 23.471 689.073 0.000 0.000 0.000
---------( END LOAD CASE 3 -- MOMENTS AND DEFLECTIONS )------------------------
,,~liiU"II,
..,\ I,
.,.... \.. DE I ~ "tI
...... ,~.:.-....~ ""....
! ~..~;;.G\STE.9~...~O ~
"1 : ~ NO 0'. <Jl ...
~ f PE19900s02 l >- ~
,., ~ ......:-
- .
,"
....
'"
..
o
o
Page 17
PJF Pole (tm) - Monopole Design Program
Windows Version 1.28.0090 Fri Jun 29, 2001 - 11:29:23 am
(c) 1993 to 1997 PAUL J. FORD AND COMPANY, Columbus,. Ohio
Licensed to FWT, Inc., Fort Worth, Texas
----------------------------------------------------------------------~----------
Job No. . . . . . :
Description :
Design. . . .. :
Owner...... :
Status. . . .. :
23700000 Design No: MOl-1316-A Engineer : MT
90 FT MONOPOLE - IN-2572, WOODLAND, HAMILTON COUNTY" IN
NEXTEL COMMUNICATIONS
Engineering Final Design
Client: NEXTEL COMMUNICATIONS
Revision: Rev. Date :
POLE SHAFT SEGMENTS
ACTUAL VS. ALLOWABLE STRESSES:
LOAD CASE 3: BASIC WIND VELOCITY = 50. 00 mph
Note: Per TIA/EIA Sec. 3.1.1.1: ~low a 1/3 stress increase for poles under
700 feet in height. The allowable stresses
shown include the factor of 1.333
Segmnt
Elev
(ft)
[-------------- ACTUAL STRESSES ---------------]
Bending Axial Torsion Shear Combined
[fb] [fa] [ft] [fv] [Ftot]
(ksi) (ksi) (ksi) (ksi) (ksi)
Allow.
Stress
[Fb]
(ksi)
Actual/
~lowable
[Ftot/Fb]
Ratio
---------------------------------------------------------------------------------
88.50 1.149 0.000
88.50 1.149 0.001
88.50 1.149 0.035
88.50 1.151 0.352
85.00 3.453 0.340
80.00 5.684 0.322
80.00 5.684 0.350
80.00 5.725 0.596
75.00 9.201 0.562
70.00 11.515 0.531
70.00 11.515 0.555
70.00 11.564 0.761
65.00 14.536 0.723
60.00 16.577 0.687
60.00 16.577 0.707
60.00 16.623 0.886
55.00 19.056 0.846
53.00 19.825 0.845
50.00 17.413 0.675
49.58 17.515 0.673
45.00 18.425 0.655
40.00 19.109 0.637
35.00 19 .562 0.622
30.00 19.842 0.609
25.00 19.992 0.599
20.00 20.044 0.590
15.00 20.022 0.583
10.00 19.944 0.577
5.00 19.825 0.572
0.00 19.674 0.565
---------( END LOAD CASE 3
0.000 0.000 1.149 52.00 0.0221
0.003 0.002 1.150 52.00 0.0221
0.155 0.305 1.427 52.00 0.0274
0.215 0.424 1. 868 52.00 0.0359
0.184 0.400 3.926 52.00 0.0755
0.150 0.369 6.072 52.00 0.1168
0.273 0.614 6.226 52.00 0.1197
0.300 0.669 6.540 52.00 0.1258
0.249 0.619 9.878 52.00 0.1900
0.210 0.576 12.123 52.00 0.2331
0.309 0.773 12.214 52.00 0.2349
0.331 0.818 12.485 52.00 0.2401
0.283 0.765 15.367 52.00 0.2955
0.245 0.719 17.344 52.00 0.3335
0.326 0.881 17.411 52.00 0.3348
0.344 0.918 17.644 52.00 0.3393
0.300 0.867 20.004 52.00 0.3847
0.285 0.848 20.763 52.00 0.3993
0.221 0.671 18.153 52.00 0.3491
0.219 0.669 18.253 52.00 0.3510
0.196 0.639 19.135 52.00 0.3680
0.175 0.610 19.793 52.00 0.3806
0.157 0.584 20.225 52.00 0.3889
0.141 0.560 20.488 52.00 0.3940
0.128 0.539 20.623 52.00 0.3966
0.117 0.521 20.663 52.00 0.3974
0.107 0.504 20.632 52.00 0.3968
0.098 0.489 20.546 52.00 0.3951
0.090 0.475 20.420 52.00 0.3927
0.084 0.461 20 .261 52.00 0.3896
ACTUAL VS. ALLOWABLE STRESSES )------------------
(28) '10 VERTS. x 27'-0-
;'\
f r
66- 72-
t l
y
4 TIES
2' -6- MIN lAP
STAGGER TIES lea
"
.-
'4 TIES . .- C-C
TOP 7'
27'-6-
27'-0-
3-
L
(3) '4 TIES . 3- C-C
NOTES:
G
1) DESIGNED TO CONFORM WITH CURRENT ~NSI/EIA-222-F STAN
REPORT PROVIDED BY ECS, LTD.
2) CONCRETE STRENGTH TO EQUAL 3000 PSI AT 28 DAYS. ~ REi f.
3) NON-CHLORIDE, NON-CORROSIVE CONCRETE SET ACCELE MA'(/pr ~tlVGDN
COMPUANCE WITH ASTM-C-.9. TYPE C AND ACI-318 . . Uc '1 2001
4) WATER REDUCING ADMIXTURE MAY BE UTlUZED IN COMP E W1TH_C-~94 . _
5) All ADMIXTURES SHOULD BE DISPENSED INTO FRESH CON AND SUrnCIENTl
MIXED. All ADMIXTURES MUST BE ADDED SEPARATELY.
6) MININUM CONCRETE COVER OF 3- ON ALl STEEL
7) CROWN TOP OF PIER FOR DRAINAGE AND CHAMFER ALL EXPOSED CONCRETE EDGES ,- .
3
APPROXIMATE CONCRETE REO'D. = 28.8 yd ea.
APPROXIMATE REBAR REO'D PER CAISSON = 756' or '10 VERTS. (GRADE &0)
732.8' OF '4 TIES (GRADE 60)
~\\\\\"\IIlIl""'lll
:-..",\\\ '*"- 1 HO I',~~
~~ ~ ......... ~~ ~
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- . . ::
s- i 19400105 ~ e:
S'O ~ STATE OF i a::~
::1}. .",,-
~~.. ..~S
~~... .. ~ ~
~ :A'. 'ND'&\\" .',':So ~
~ ''''n '" "'f:<tiT ~
~ U~ft ........ ~
~ ~:IO ~
"Ill II N ~ '1>.\''''
D~'~,~~\ ~
<C{~~~I
DESIGN LOADS AT TOP OF PIER:
SHEAR = 24.3 KIPS
VERTICAL = 23.2 KIPS
MOMENT = 1,764 FT-KIPS
c
NEXTEL SITE III IN-2572
SITE NAMEI IJOODLAND
CAISSON FOUNDA nON
~
()
*
*******************************************************
*
PROGRAM LPILE Plus for Windows
(C) COPYRIGHT ENSOFT, INC., 1995
ALL RIGHTS RESERVED
*
*******************************************************
LATERALLY LOADED PILE ANALYSIS PROGRAM LPILE plus
PC VERSION 1.0 (C) COPYRIGHT ENSOFT,INC. 1993
THE PROGRAM WAS COMPILED USING MICROSOFT FORTRAN COMPILER,
(C) COPYRIGHT MICROSOFT CORPORATION
406MPF, Woodland, IN, Nextel #: IN-2572
*************************************************************
ULTIMATE BENDING RESISTANCE AND FLEXURAL RIGIDITY
*************************************************************
DIAMETER = 72.00 IN
CONCRETE COMPRESSIVE STRENGTH = 3.000000
REBAR YIELD STRENGTH = 60.000000
KIP/INU2
KIP / INu 2
MODULUS OF ELASTICITY OF STEEL = 29000.000000
KIP/INU2
NUMBER OF ROWS OF REINFORCING BARS = 15
SIZE OF REBAR = 10
NUMBER OF REINFORCING BARS = 28
COVER THICKNESS = 3.000 IN
SQUASH LOAD CAPACITY =
12425.26 KIP
ROW
NUMBER
AREA OF
REINFORCEMENT
IN**2
DISTANCE TO
CENTROIDAL AXIS
IN
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
1. 270000
2.540000
2.540000
2.540000
2.540000
2.540000
2.540000
2.540000
2.540000
2.540000
2.540000
2.540000
2.540000
2.540000
1.270000
D:\Work\406mpM06MPF.LP2
33.0000
32.1726
29.7320
25.8005
20.5752
14.3182
7.3432
.0000
-7.3432
-14.3182
-20.5752
-25.8005
-29.7320
-32.1726
-33.0000
*
*
*
- 1 -
(J) Q.
- '.<....;
OUTPUT RESULTS FOR AN AXIAL LOAD = 46. 40 KI P
*****~***************************~~~***~*****........
.~-:...
0\.-
MOMENT EI PHI MAX STR N AXIS
IN-KIP KIP-IN**2 l/IN IN/IN IN
.470E+04 .46952E+lO .000001 .00004 39.526
.634E+04 .1268lE+lO .000005 .00010 20.807
.107E+05 . 11900E+lO .000009 .00018 19.832
.150E+05 . 11576E+10 .000013 .00025 19.473
.194E+05 . 11387E+10 .000017 .00033 19.317
.236E+05 . 11255E+10 .000021 .00040 19.249
.279E+05 . 11153E+10 .000025 .00048 19.228
.321E+05 . 11067E+10 .000029 .00056 19.235
.363E+05 .10992E+10 .000033 .00064 19.261
.404E+05 .10924E+10 .000037 .00071 19.301
.445E+05 .10860E+10 .000041 .00079 19.351
.478E+05 .10611E+10 .000045 .00087 19.288
.500E+05 .10199E+10 .000049 .00094 19.153
.516E+05 .97409E+09 .000053 .00100 18.913
.582E+05 .70062E+09 .000083 .00144 17.298
.607E+05 .53749E+09 .000113 .00183 16.157
.621E+05 .43434E+09 .000143 .00221 15.421
.629E+05 .36362E+09 .000173 .00255 14.767
.630E+05 .31034E+09 .000203 .00292 14.400
.636E+05 .27301E+09 .000233 .00332 14.238
.638E+05 .24275E+09 .000263 .00370 14.059
.638E+05 .21789E+09 .000293 .00408 13.927
THE ULTIMATE BENDING MOMENT AT A CONCRETE STRAIN OF 0.003
IS .631E+05 IN-KIP
PROGRAM LPILE plus Version 2.0
(C) COPYRIGHT 1995 ENSOFT, INC.
ALL RIGHTS RESERVED
406MPF, Woodland, IN, Nextel #: IN-2572
UNITS--ENGLISH UNITS
I N PUT. I N FOR MAT ION
.*.*.........*..*.***************
THE LOADING IS STATIC
--------------------------
D:\Work\406mpf\406MPF.LP2
-2-
'-D
u
PILE GEOMETRY AND PROPERTIES
PILE LENGTH = 330.00 IN
2 POINTS
X DIAMETER MOMENT OF AREA MODULUS OF
INERTIA ELASTICITY
IN IN IN**4 IN**2 LBS/IN**2
.00 72 . 000 .132E+07 .407E+04 .310E+07
306.00 72 . 000 .132E+07 .407E+04 .310E+07
SOILS INFORMATION
X AT THE GROUND SURFACE = 6.00 IN
SLOPE ANGLE AT THE GROUND SURFACE = .00 DEG.
4 LAYER(S) OF SOIL
LAYER 1
THE SOIL IS A STIFF CLAY WITH NO FREE WATER
X AT THE TOP OF THE LAYER = 6.00 IN
X AT THE BOTTOM OF THE LAYER = 36.00 IN
MODULUS OF SUBGRADE REACTION = .250E+02 LBS / IN** 3
LAYER 2
THE SOIL IS A STIFF CLAY WITH NO FREE WATER
X AT THE TOP OF THE LAYER = 36.00 IN
X AT THE BOTTOM OF THE LAYER = 72.00 IN
MODULUS OF SUBGRADE REACTION = .300E+03 LBS/IN**3
LAYER 3
THE SOIL IS A SAND - P-Y CRITERIA BY
X AT THE TOP OF THE LAYER =
X AT THE BOTTOM OF THE LAYER i-
MODULUS OF SUBGRADE REACTION -
REESE ET AL, 1974
72 . 00 IN
102.00 IN
.300E+02 LBS/IN**3
LAYER 4
THE SOIL IS A STIFF CLAY WITH
X AT THE TOP OF THE LAYER
X AT THE BOTTOM OF THE LAYER
MODULUS OF SUBGRADE REACTION
WAtER-INDUCED EROSION
1= 102.00 IN
= 354.00 IN
= .300E+03 LBS/IN**3
DISTRIBUTION OF EFFECTIVE UNIT WEIGHT WITH DEPTH
8 POINTS
X,IN WEIGHT,LBS/IN**3
6.00 .69E-Ol
66.00 .69E-Ol
66.00 .33E-Ol
72.00 .33E-01
72.00 .30E-01
102.00 .30E-Ol
D:\Wor1<\406mpf\406MPF.LP2 - 3-
~
u
102.00
354.00
.33E-01
.33E-Ol
DISTRIBUTION OF STRENGTH PARAMETERS
8 POINTS
C,LBS/IN**2
.500E+Ol
.500E+Ol
.139E+02
.139E+02
.OOOE+OO
.OOOE+OO
.139E+02
.139E+02
WITH DEPTH
X, IN
6.00
36.00
36.00
72.00
72.00
102.00
102.00
354.00
PHI, DEGREES
.000
.000
.000
.000
.300E+02
.300E+02
.000
.000
E50
.100E-Ol
.100E-Ol
.700E-02
.700E-02
.700E-02
.700E-02
DISTRIBUTION OF P AND Y MULTIPLIERS VERSUS DEPTH
2 POINTS
X,IN P-MULTIPLIER Y-MULTIPLIER
6.00
36.00
.10E+Ol
.10E+Ol
.20E+03
.20E+03
BOUNDARY AND LOADING CONDITIONS
LOADING NUMBER 1
BOUNDARY-CONDITION CODE
LATERAL LOAD AT THE PILE HEAD
MOMENT AT THE PILE HEAD
AXIAL LOAD AT THE PILE HEAD
=
1
.486E+OS LBS
.423E+08 IN-LBS
.464E+OS LBS
=
=
=
FINITE-DIFFERENCE PARAMETERS
j NUMBER OF PILE INCREMENTS
DEFLECTION TOLERANCE ON DETERMINATION OF
MAXIMUM NUMBER OF ITERATIONS ALLOWED FOR
MAXIMUM ALLOWABLE DEFLECTION
=
100
.100E-03 IN
500
.10E+03 IN
CLOSURE =
PILE ANALYSIS =
=
OUTPUT CODES
KOUTPT = 1
KPYOP = 0
INC = 1
OUT PUT
I N FOR MAT ION
*********************************
*************************************************
D:\Work\406mpl\406MPF. LP2
-4-
I.
~
u
* COMPUTE LOAD-DISTRIBUTION AND LOAD-DEFLECTION *
* CURVES FOR LATERAL LOADING *
*************************************************
LOADING NUMBER 1
BOUNDARY CONDITION CODE
LATERAL LOAD AT THE PILE HEAD
MOMENT AT THE PILE HEAD
AXIAL LOAD AT THE PILE HEAD
=
1
.486E+Os LBS
.423E+08 IN-LBS
.464E+Os LBS
=
=
=
X DEFLECTION MOMENT SHEAR SLOPE TOTAL FLEXURAL SOIL
STRESS RIGIDITY REACTION
IN IN LBS-IN LBS RAn. LBS/IN**2 LBS-IN**2 LBS/IN
***** ********* ********* ********* ********* ********* ********* *********
.0 . 111E+01 .423E+08 .486E+05 -.9s1E-02 .117E+04 .109E+13 .OOOE+OO
3.3 .108E+01 .425E+08 .s16E+Os -.938E-02 .11 7E+04 .109E+l3 .OOOE+OO
6.6 .105E+01 .427E+08 .486E+Os -.92sE-02 .1l8E+04 .109E+13 -.237E+01
9.9 .102E+01 .428E+08 .486E+Os -.912E-02 .1l8E+04 .109E+13 -.240E+01
13.2 .988E+OO .430E+08 .486E+05 -.899E-02 .1l8E+04 .109E+13 -.244E+01
16.5 .958E+OO .431E+08 .486E+05 -.886E-02 .119E+04 .109E+l3 -.247E+01
19.8 .929E+00 .433E+08 .486E+05 -.873E-02 .119E+04 .109E+13 -.251E+01
23.1 .901E+OO .43sE+08 .486E+Os -.860E-02 . 120E+04 .109E+13 -.2s4E+01
26.4 .873E+00 .436E+08 .48sE+Os -.847E-02 .120E+04 .109E+13 -.2s7E+01
29.7 .845E+OO .438E+08 .48sE+Os -.833E-02 . 121E+04 .109E+13 -.260E+01
33.0 .818E+00 .440E+08 .48sE+Os -.820E-02 . 121E+04 .109E+13 -.263E+01
36.3 .791E+OO .441E+08 . 462E+Os -.807E-02 . 122E+04 .109E+13 -.140E+04
39.6 .764E+OO .443E+08 .416E+05 -.793E-02 . 122E+04 .109E+13 -.140E+04
42.9 .738E+OO .444E+08 .370E+05 -.780E-02 . 122E+04 .109E+13 -.141E+04
46.2 .713E+OO .445E+08 .323E+05 -.766E-02 . 123E+04 .109E+13 - . 141E+04
49.5 .688E+OO .446E+08 .276E+05 -.753E-02 . 123E+04 .109E+l3 - .142E+04
52.8 .663E+OO .447E+08 .230E+05 -.739E-02 .123E+04 .108E+13 -.142E+04
56.1 .639E+OO .448E+08 . 183E+Os -.726E-02 . 123E+04 .108E+13 -.142E+04
59.4 .615E+OO .448E+08 .136E+05 -.712E-02 .123E+04 .108E+13 - .143E+04
62.7 .592E+OO .449E+08 .884E+04 -.698E-02 .124E+04 .108E+13 -.143E+04
66.0 .569E+00 .449E+08 .411E+04 -.685E-02 .124E+04 .108E+13 -.143E+04
69.3 .547E+OO .449E+08 -.613E+03 -.671E-02 . 124E+04 .108E+13 -.143E+04
72.6 .525E+00 .449E+08 -.491E+04 -.657E-02 .124E+04 .108E+13 -.1l7E+04
75.9 .503E+OO .449E+08 -.878E+04 -.644E-02 .124E+04 .108E+l3 -.117E+04
79.2 .482E+OO .448E+08 -.127E+05 -.630E-02 .123E+04 .108E+13 -.1l7E+04
82.5 .462E+00 .448E+08 -.165E+05 -.616E-02 .123E+04 .108E+13 -.1l7E+04
85.8 .442E+00 .44 7E+08 -.204E+05 -.603E-02 .123E+04 .108E+13 - .116E+04
89.1 .422E+00 .446E+08 -.242E+05 -.589E-02 .123E+04 .108E+13 -.1l5E+04
92.4 .403E+OO .446E+08 -.280E+Os -.S76E-02 .123E+04 .109E+13 -.1l4E+04
95.7 .384E+00 .445E+08 -.317E+05 -.562E-02 .122E+04 .109E+13 -.1l2E+04
99.0 .366E+00 .443E+08 -.3s4E+05 -.549E-02 .122E+04 .109E+13 - .111E+04
102.3 .348E+00 .442E+08 -.447E+05 -.S35E-02 .122E+04 .109E+l3 -.4s1E+04
105.6 .330E+00 .441E+08 -.594E+05 -.522E-02 .121E+04 .109E+13 -.442E+04
108.9 .313E+00 .438E+08 -.738E+05 -.508E-02 .121E+04 .109E+13 -.433E+04
112.2 .297E+OO .436E+08 -.879E+05 -.495E-02 .120E+04 .109E+13 -.422E+04
D:\Work\406mpf\406MPF.LP2 -5-
,
Q) U
115.5 .281E+00 .433E+08 -.102E+06 -.482E-02 .119E+04 .109E+l3 -.410E+04
118.8 .265E+00 .429E+08 -.115E+06 -.4G9E-02 . 118E+04 .109E+l3 -.399E+04
122.1 .250E+00 .425E+08 -.128E+06 -.456E-02 .11 7E+04 .109E+13 -.387E+04
125.4 .235E+OO .421E+08 - . 141E+OG -.443E-02 . 116E+04 .109E+13 -.375E+04
128.7 .220E+00 .416E+08 -.153E+06 -.431E-02 .115E+04 .109E+13 -.3G4E+04
132.0 .206E+00 .410E+08 -.165E+06 -.418E-02 .113E+04 .109E+13 -.352E+04
135.3 .193E+00 .405E+08 -.176E+06 -.406E-02 .112E+04 .109E+13 -.340E+04
138.6 .180E+00 .399E+08 -.187E+06 -.394E-02 .1l0E+04 .109E+13 -.328E+04
141. 9 .167E+00 .393E+08 -.198E+OG -.382E-02 .108E+04 .109E+l3 -.316E+04
145.2 .154E+00 .386E+08 -.208E+OG -.370E-02 .106E+04 .1l0E+l3 -.305E+04
148.5 . 142E+00 .379E+08 -.218E+06 -.358E-02 .105E+04 .1l0E+l3 -.292E+04
151.8 . 131E+00 .371E+08 -.227E+06 -.347E-02 .103E+04 . 110E+13 -.280E+04
155.1 . 120E+00 .364E+08 -.236E+OG -.336E-02 .100E+04 .1l0E+13 -.268E+04
158.4 .109E+00 .356E+08 -.245E+06 -.325E-02 .983E+03 . 110E+13 -.255E+04
161. 7 . .981E-01 .348E+08 -.253E+06 -.315E-02 . 960E+03 .1l0E+13 -.243E+04
165.0 .879E-01 .339E+08 -.261E+OG -.304E-02 . 937E+03 .1l0E+13 -.230E+04
168.3 .780E-01 .330E+08 -.268E+06 -.294E-02 . 913E+03 .1l0E+13 -.216E+04
171. 6 . 685E-0l .321E+08 -.275E+06 -.285E-02 .889E+03 .1l1E+13 -.203E+04
174.9 .592E-01 .312E+08 -.282E+06 -.275E-02 .864E+03 .111E+13 -.189E+04
178.2 .503E-01 .303E+08 -.288E+06 -.2G6E-02 .838E+03 .1l1E+13 -.174E+04
181. 5 .417E-01 .293E+08 -.293E+06 -.257E-02 .812E+03 .111E+13 -.158E+04
184.8 .333E-01 .284E+08 -.298E+06 -.249E-02 .785E+03 .1l1E+13 -.141E+04
188.1 .253E-01 .274E+08 -.302E+06 -.240E-02 .758E+03 .1l1E+13 -.123E+04
191. 4 .175E-Ol .264E+08 -.306E+OG -.232E-02 .731E+03 . 112E+13 -.102E+04
194.7 .993E-02 .253E+08 -.309E+OG -.225E-02 .703E+03 . 112E+13 -.772E+03
198.0 .264E-02 .243E+08 -.311E+06 -.217E-02 . 675E+03 . 112E+13 -.370E+03
201. 3 -.442E-02 .233E+08 -.311E+06 -.210E-02 .G47E+03 .1l2E+13 .515E+03
204.6 -.1l3E-01 .223E+08 -.309E+OG -.204E-02 . 619E+03 . 113E+13 .822E+03
207.9 - .179E-01 .213E+08 -.305E+06 -.197E-02 . 592E+03 . 113E+13 .104E+04
211. 2 -.243E-01 .203E+08 -.302E+06 -.191E-02 .5G4E+03 .1l4E+13 .121E+04
214.5 -.305E-01 .193E+08 -.298E+06 -.186E-02 .537E+03 .114E+13 .135E+04
217.8 -.3G5E-01 .183E+08 -.293E+OG -.180E-02 .511E+03 .114E+13 .148E+04
221.1 -.424E-01 .173E+08 -.288E+OG -.175E-02 .484E+03 .1l4E+13 .lGOE+04
224.4 -.481E-Ol .lG4E+08 -.282E+06 -.170E-02 .459E+03 .1l5E+13 .170E+04
227.7 -.536E-01 .155E+08 -.277E+06 -.166E-02 .434E+03 .1l5E+13 .179E+04
231. 0 -.590E-01 .14GE+08 -.271E+06 -.lG1E-02 .409E+03 .llGE+13 .188E+04
234.3 -.G43E-01 .137E+08 -.2G4E+06 -.157E-02 .385E+03 .llGE+13 .196E+04
237.6 -.694E-01 .128E+08 -.258E+06 -.154E-02 .361E+03 .1l7E+13 .204E+04
240.9 -.744E-01 .120E+08 -.251E+OG -.150E-02 .339E+03 .1l7E+13 ! .211E+04
244.2 -.793E-01 .112E+08 -.244E+OG -.l47E-Q2 .316E+03 .1l9E+13 .218E+04
247.5 -.841E-0l .104E+08 -.236E+06 -.l44E-Q2 .295E+03 .119E+13 .225E+04
250.8 -.888E-01 .961E+07 -.229E+06 - .141E-02 .274E+03 .121E+13 .231E+04
254.1 -.934E-01 .887E+07 -.221E+06 -.139E-02 .253E+03 .121E+13 .237E+04
257.4 -.980E-01 .815E+07 -.213E+06 -.136E-02 .234E+03 .124E+13 .242E+04
260.7 -.102E+00 .746E+07 -.205E+06 -.134E-02 .215E+03 .124E+13 .248E+04
264.0 -.107E+00 .680E+07 -.197E+OG -.132E-02 .197E+03 .126E+13 .253E+04
2G7.3 - .111E+00 .617E+07 -.188E+06 -.131E-02 .180E+03 .12GE+13 .258E+04
270.6 -.115E+00 .556E+07 -.180E+06 -.130E-02 .163E+03 .290E+13 .263E+04
273.9 -.120E+00 .498E+07 -.171E+06 -.129E-02 .147E+03 .290E+13 .268E+04
277.2 -.124E+00 .443E+07 -.162E+06 -.129E-02 .132E+03 .470E+13 .273E+04
280.5 -.128E+00 .391E+07 -.153E+OG -.128E-02 .118E+03 .470E+13 .277E+04
283.8 -.132E+00 .342E+07 -.144E+OG -.128E-02 .105E+03 .470E+l3 .282E+04
287.1 -.137E+00 .29GE+07 -.134E+OG -.128E-02 .922E+02 .470E+l3 .286E+04
290.4 -.141E+00 .253E+07 -.125E+OG -.128E-02 .805E+02 .470E+13 .291E+04
293.7 - .145E+00 .214E+07 - .1l5E+OG -.127E-02 .697E+02 . 470E+13 .295E+04
297.0 -.149E+00 .177E+07 -.105E+06 -.127E-02 .598E+02 .470E+l3 .299E+04
300.3 -.153E+00 .144E+07 -.955E+05 -.127E-02 .508E+02 .470E+13 .303E+04
.
D:\Work\406mpl\4ll6MPF. LP2 -6-
_ L
Q.) U
303.6 -.158E+00 .1l4E+07 -.8S4E+OS -.127E-02 .426E+02 . 470E+13 .308E+04
306.9 -.162E+00 .879E+06 -.7S2E+OS -.127E-02 .354E+02 .470E+13 .312E+04
310.2 -.166E+00 .648E+06 -.648E+OS -.12.7E-02 .291E+02 . 470E+13 .316E+04
313.5 -.170E+OO .4S2E+06 -.S43E+OS -.127E-02 .237E+02 . 470E+13 . 320E+04
316.8 -.174E+OO .290E+06 -.437E+OS -.127E-02 .193E+02 . 470E+13 .324E+04
320.1 -.179E+00 .164E+06 -.330E+OS -.127E-02 .lS9E+02 .470E+13 . 327E+04
323.4 -.183E+00 .730E+05 -.221E+OS -.127E-02 .134E+02 . 470E+13 .331E+04
326.7 -.187E+00 .182E+OS - .1l1E+OS -.127E-02 .1l9E+02 . 470E+13 .33SE+04
330.0 - .191E+00 .OOOE+OO .OOOE+OO -.127E-02 .1l4E+02 .470E+13 .339E+04
OUTPUT VERIFICATION
THE MAXIMUM MOMENT IMBALANCE FOR ANY ELEMENT = .499E-03 IN-LBS
THE MAX. LATERAL FORCE IMBALANCE FOR ANY ELEMENT = -.80SE-04 LBS
**** WARNING ****
MAXIMUM MOMENT IMBALANCE FOR ANY ELEMENT =
.499E-03 IN-LBS
OUTPUT SUMMARY
PILE-HEAD DEFLECTION = .1l1E+01 IN
COMPUTED SLOPE AT PILE HEAD = -.9S1E-02
MAXIMUM BENDING MOMENT = .449E+08 LBS-IN
MAXIMUM SHEAR FORCE = -.311E+06 LBS
NO. OF ITERATIONS = 17
NO. OF ZERO DEFLECTION POINTS = 1
SUMMARY TABLE
*************************
BOUNDARY
CONDITION
BCl
.4860E+OS
BOUNDARY
CONDITION
BC2
.4234E+Oa
AXIAL
LOAD
LBS
.4640E+OS
PILE HEAD
DEFLECTION
IN
.11lOE+Ol
MAX.
MOMENT
IN-LBS
.4488E+08
MAX.
SHEAR
LBS
-.3110E+06
D:\WOr\<\4Q6Ii.l1pf\406MPF. LP2
Ol-
-7-
.....;;
C'
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NEXTEL COMMUNICATIONS "
3520 COMMERCE CROSSING, SUITE 100., INDIANAPOfIS, IN 46240
"
'\
"
~"\
'"'"
SPECIALIZED MOBILE RADIO FACILITY
SITE NAME: WOODLAND
SITE NUMBER: IN-2572
ARCHJ1ECf:
IMGIECH SERVICES INC.
1715 _\lOX WAY
FORT WA'INE. IN _
(219) 438-2688 .
ENGINEER:
seem IWl'IIIAN
IMGIECH SERVICES INC.
1715 IWlNAYOX WAY
FORT WA'INE. IN _
(219) 438-2888
SIJRYEYllR:
ROGINA
9J CA'I'ERPlUAR DRM:
.IOUEI'. Il
(815) 729-07T1
VICINITY MAP
sm: NAME:
sm: NUMBER:
sm: ADDRESS:
-
1N-2572
1778 Eo 118lH S1REET
CNIIIEL IN 46032
CONTACT: NAME
ADDRESS
CI1Y. sr.
m. NO.
APPUCANT: NAME
ADDRESS
CRY. sr.
m. NO.
L5.lAZERO\/
1778 Eo 118lH S1REET
CMIIEL. IN
(317) 844-7331
ND'ItL
35lll__SII1Ell11
INDIANAPOI....R IN ~~
(317) 815-_
LEGAl DESCRIPTION:
SEE PlAT OF SUR\/EY FOR I.IGAI. DESCRlPIlllN
A.P.N. : 18-10-31-00-00-031.00
CURRENT ZONING:B-8 BUSINESS
OCCUPANCY: _
lYPE or CONST.: INIlUS1RIAL UNIT. El!X:'IIIlCAL NlIl GROUNDlNe
NOTES:
CONSULTANT TEAM
PROJECT SUMMARY
DIRECTIONS TO SITE:
TAKE 1-485 TO HIGIIWAY 431. TAKE HIGHWAY 431 NORIH TO
116TH STREET. TAKE 118lH S1REET WEST TO 1HE SITE LOCAlED
AT 1778 Eo 116TH STREET.
HANIW:AP ~.
FACILIIY IS UNIIANNED NlIl NOT FOR HUIWl IWlITATlON.
HANDICAPPED NXDS REQUIREIIENIS NOT REQUIRED.
.~
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SIfT. DESCRIPT10N
NO.
SHEET INDEX
REVISION
DATE
CONTRACTOR 1'0 CONTACT I.U.P .P.S.
PRIOR 1'0 CONSTRUCTION START
1-800-382-5544
.....--
1-800-428-5200
R18Qll11SGUIIIIIW_
COMMUIGCA1IONS. INC.
COMIoIERCE CROSSING. SURE 1
INDIANAPOUS. IN 46240
1D.EPHllNE: (31?) 815-lI44B
FACSIMILE: (317) 815-ll404
"
MAGTECH
SERVICES INC
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WOODLAND
SITE NO: IN-2572
1776 E.116TH STREET
CARMEL. IN
46032
APPROVAlS
PROJECT lIANAGER: _ OATE:_
NOOEI.: OATE:_
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NO: OOE: ISSUE:
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2 07102101 ZONING
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+Q' P.Q.C. ACCESS E"9.4T
P.O.c. unuYV EASNT
P.o.e. LANDSCAPE EASUT
GRAPHIC SCALE
PROPERTY LEGAl DESCRIPTION
PARCEL I
PART OF 'niE SOUTHWEST OUARTER OF SEcnoN 31, TOWNSHIP 18
NORTH. RANGE 4 EAST, HAMILTON COUNTY, INDIANA, MORE PARnCUt.ARLY
DESCRIBED AS FOLLOWS: BEGmNlNG AT A POlNT ON THE SOUTH LINE OF
SAID QUARTER SECTION. DISTANT 253.30 FEET MEASURED NORTH 89
DEGREES SO MINUTES 15 SECONDS EAST ALONG SOUTH lINE FROM THE
SOUTHWEST CORNER THEREOF; RUNNING THENCE NORTH 01 DEGREE 04
MINUTES 45 SECONDS WEST AND PNW..lEL WITH THE WEST UNE Of' SAID
QUARTER SEcnOH 275.00 FEE1'; THENCE sourH 89 DECREES 50 MINUTES
15 SECONDS WEST 3.30 FEET; THENCE NORTH 01 DECREE 04 MINuTES 45
SECONDS WEST 195.04 fEET: THtNCE NORTH 89 DEGREES ~O MINUrES 15
SECONDS EAST 495.15 FEET; THENCE SOUTH 00 DEGREES 24 MINUTES 05
SECONDS WEST "70.00 fEET TO THE SOtJfH LINE Of' ~O QUARTER
SECTiON; THENCE SOUfH 89 DEGREES sa MINUTES 15 SECONDS WEST
"79.70 FEET ro rHE PLACE OF eEClNNING.
SUBJECT TO AN EASOlEHT 20.00 FEET IN WIDTH BY PARAl1.E1. UNE OFF
THE EN1'IRE EAST SlOE OF THE ABOVE DESCRIBED PROPERTY RESERVED FOR
A GAS UNE EASEMENT. AND FURTHER SUBJECT TO AN EASEMENT 2".00
FEET IN WtDfH BY PARAlLEL uNES WEST OF AND ADJACENT TO THE WEST
UNE OF' M ADM DESCRIBED 20.00 FOOT CAS LINE EASEMENTI SAlt)
EASEMENr BEING RESERVEO FOR INGRESS AND EGRESS AND FURTHER
SUBJECT TO AH EASEMENT DESCRIBED AS F'OLLOWS:
etGINNlNG AT A POINT ON THE SOUTH UNE OF SAID QUARTER SECTION
OtSTAHf 253.30 FEET MEASURED NORTH 89 DEGREES 50 NtNUTES 15
SECONDS EAST AND ALONG SAID SOUTH LINE FROM THE SOUTHWEST CORNER
THEREOF, RUNNING Ttf[NCE NORnf 01 OEGREE 04 MINUTES 45 SECOHOS
WEST AND PARAlLEL WITH THE WEST UN[ OF SAID OUARTER SECTION
275.00 FEET; THENCE SOUTH 89 DEGREES 50 MINUTES 15 SECONDS wEST
3.30 FEET; THENCE NORTH 01 DEGREE 04 MlNUTES ..5 SECONDS WEST
35.00 FEET; lliENCE NORTH 89 DECREES 50 MlNUTES 15 SECONDS EAST
23..30 FEET; THENCE SOUTH 01 DEGREE 04 MINUTES "5 SECONDS EAST
3tO.00 FEET TO THE SOUTH LINE OF SAID QUARTER SECTION: THENCE
SOUTH 89 DEGREES SO MINUrES 15 SECONDS WEST AHD ALONG SA10 SOUTH
UNE 20.00 fEET TO THE P01NT OF BEGINNING. SAID EASEMENT BEING
RESERVED FOR unUTY PuRPOSES,
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1 1nch - 80 l't.
PROPERTY DF.TAtL AREA
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EXCLUSION
ARE'
- ~..-
N001)8'65'"E
30.00'
R.O.';-;;-;"t11 S1Jl(lT J
10.00'
N89'53.0....W
EAST 116th STREET
N89'S3'04"W
479.70'
PARCEl. It:
PART Of THE SOUTHWEST OUNUER OF SECTION 31, TOWNSHIP 18
NORTH, RANGE'" EAST. HAMILTON COUNTY, INOlANA, MORE PARTICULARLY
DESCRIBED AS FOu.ows: A PARCEL OF REAL ESTArE THIRTY-f'lVE (35)
FEET IN WIDTH BY PARAU.EL UNES, THE CENTER UNt OF WHICH BEGINS
AT A POJNT ON THE WEST lINE OF' .PARCEL r DISTANT 275.00 FEET
MEASURED NORTH 01 DEGREE 04 MINUTES ..5 SECONDS WEST FROM THE
SOUTHWEST CORNER THEREOF': THENCE SOUTH 89 DEGREES SO MINUTES 15
SECONDS WEST 3.30 FEET TO A POINT: tJ.tENCE NORTH 01 DEGREE 04
MINUTES "5 SECONDS WEST 17.50 FEEl' ALONG TKE WEST UNE OF SAID
PARCEL I TO THE POINl' OF BEGINNING; THENCE SOUTH 89 DEGREES 50
MINUTES 15 SECONDS WEST 250.00 FEET TO THE CENTER UNE OF
WESTnELO SOULEVARD. THE SANE BEING THE WEST UNE OF SAID QUARTER
SECnON. SUBJECT. HOWEVER. TO THE SAIO WESTFtEU) BOULEVARD RIGHT-
OF-WAY.
EXCEPTING TliEREFRON:
A PART OF THE SOUTHWEST QUARTER Of SECTION 31, TOWNSHIP 18 NORTH.
RANGE ... EAST, CITY OF CARMEL., HAMILTON COUNTY. INOIANA. DESCRIBED AS
FOllOWS: COMMENClNO AT THE SOUTHWEST CORNER Of' SAID SECTlON;
THENCE NORTH 89 DECREES OJ JIlINUTtS 30 SECONDS EAST 253.30 FEET
ALONO THE SOUTH UNE OF SAID SEcnON; THENCE NORlli 01 DEGREES 51
WNUTES 30 SECONDS WEST "5.08 FEET TO THE POINT or BEGlNNINO or
THIS DESCRIPTION. WHIOi POINT IS THE INTERSEenON OF' THE NORTH
BOUNDAR'l' OF 118TH STRm wtnf A WEST LINE Of' THE OWNER'S LAND;
THENCE NORTH 01 DEGREE $1 MINUTES 30 SECONDS WEST 25.00 FEET
ALONG SAID WEST liNE; THENCE NORTH 89 DEGREES 03 MINUTES 30
SECONDS ~ 17.82 FEtr; THENCE SOUTH 00 DECREES 50 MINUTES $1
SECONDS EASt' 15.00 fEET; THENCE SOUTH 87 DECREES 50 MINUTES 51
SECONDS EAST 185.27 FEET TO THE NORTH BOUNOAAY OF' l16TH STREET;
THENCE SOUTH 89 OECREES 03 MINUTES 30 SECONQS WEST 202."2 FEET
ALONG SAID NORTH BOUNDARY TO THE POINT OF BEGINNING.
EASEMENT PROVISIONS
UTILITY COMPANY INFORMATION
SlTl!BI!~
CROSS ON SllJEIIALX A!' IW CORNZR OF rUT BUILDING BLEV.'I7.S2 (US.COS.)
SURVEY NOTES
INDIANA UNDERGROUND
CALL 1-800-382-5544
48 HOURS BEFORE YOU DIG
(EXCLUDING SAT., SUN., & HOL.)
54.S0 _ N 89'53'04~ W 4S.oo' -. _'H_ 1.00'
IF -.=-=.~=-=.= - ~-==-=-.= - :~ ;::'f.
J o so' ,r -..~<:f . 11..8",+0i'.~0"'1::
I / g9 ",<.,'I' - 8".. 6~'+~ I:;:
" / {" ~ ~ ~ v"r '-
~II . ,/ ,,<<-O.j,'t-C? -- 81- ~-- _.' l~,
PROPOSED Nil ~UILO~BAC~ ,/ - -~ 50~ -
8 NU'\\'Lii-i'''i:.':',;!, ~ / 20.0' '" N 89'38"3' e-,;2.00'
~I r:~~~.:~OPOLE,/ . , , . ~
!ir '__W~~\. ~ -.....
+ P.R~POSEO FENCE,
N89'.53'04.W 9.50' x.-.+--x-",--,,*-~
- ~5.00' . / S 89'53'04" E 45.00' ~ ~:-
~.I - ~ / . ....~l'.. '.'
. ~ ~ ~. _ LR<1>=' NON-EXClU$VE LANDSCAPE EASMT No 1 ~f:~iH.,
l- / liS S89'$3~SO.~ - -
.0.9. um..i'TY ~
EASt,lT/ ~
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tHE SVRV8YOR EXPRESSES NO OPINION AS TO 1'8. ACCfIIUCY 0' 1'HE UNDER&ROUNb
lITIUTIES rHEN NOT READILY VISIBU 'ROll THE SUVACL IT IS RECOMMENDED
~~~At~E Br:o~:g~~ ~E~::f,.~~~,::'ENCY, WNJCIPAUTY AND / OR UTILITY
fHE nRIlANENf' PARrft INDEX NUMBER /!OR rHE PROPERTr DESCRIBED HEREIN IS
tB-ttJ-3'-0fJ-OO-0:lt . 0.33-
THE ,l.OOD RArE INSURA/lCE IIAP SHOrs !'HAt' tHB PROPlRrr DESCRIBED HEREIN AS
'ALLlNC "11'HIN ZONE .C' ACCORD/Nt; 10 rHE COIIJ/UNIf'f PANIL No. '1lJD8'OOOBC
"If'H AN EFFECTIVE DArE OF S-19-".
A rifLE POucr "AS NO!' USID 10 PR4DUCE rHts SURVEY.
TH' ORICINAL SURvn rILL BE IN !'HE POSSESSION OF !'HE SURVEYOR AND
EUCTRONICAur /uPRODVC8D. FOR IU1'URE QUESTIONS tuFER TO THE ONeINAL.
BASIS OF MEASURED BEARINCS . CtJ()RDINATES ARE INDIANA S7'ArE PLANE
COORDINATES EAST ZONE, AND rHE INDtANA HARN Nn-"OR~
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PROPOSED NON-EXCLUStvE unuTY EASEt.iENT
THAT PART Of THE SOUTHWEST OF SECTION 31. TOWNSHIP 18 NORTH,
RANCE 4 EAST, HAMn.TON COUNTY lNDlANA, DESCRIBED AS F'OU.OWS:
COt.lt.lENCtNC AT SOUTKW(ST CORNER Of SAID SOUTHWEST QUARTER; THENCE
SOUTH 89 DEGREES 53 MINUTES 04 SECONDS EAST 2$3030 FEET, AlONG THE
SOUTH UN[ OF SAID SOUTHWEST QUARTER; THENCE NORTH 01 DEGREES 21
MINUTES 47 SECONDS WEST 275.00 rEET; THENCE NORTH 89 DEGREES SJ
MINUTES 0.. SECONDS WEST 3.30 FEET; THENCE NORTH 00 DEGREES 21
MINUTES ..7 SECONDS WEST 173.0" FUT, TO tHE POINT OF BEGINNING;
THENCE CONTINUING NORTH 00 DEGREES 21 MINUTES 47 SECONDS wEST 22.00
FEET: THENCE SOUTH 89 DEGREES !U MtNUTES 0" SECONDS EAST 54.50
FEET; THENCE SOUTH 00 DEGREES 21 MINUttS "7 SECONDS EAST 1.00 FEET.
TO rHE NORTHEAST CORNER or THE PROPOSED NEXTEt. LEASE AREA; THENCE
NORTH 89 DEGREES 53 MINUTES 04 SECONDS WEST 45.00 FEET. ALONG THE
NORTH UHf OF' SAID LEASE .AREA, TO THE NORTHWEST CORNER OF' SAID
LEASE .AREA; THENCE SOUTH 00 DEGREES 21 MINUTES "7 SECONDS EAST
21.00 FEET. ALONG THE WEST UNE OF SAID LEASE AREA. TO THE
SOUTHWEST CORNER OF SAID LEASE AREA; TMENCE NORTH 89 DECREES SJ
UINUTtS 0" SECONDS WEST 9.50 FEET, TO THE POINT OF BEGINNING,
CONrAlNING 254.00 SQUME FEET, MORE. OR LESS.
GRAPHIC SCALE
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( IR fEE!')
1 Inch - 5 n.
LEASE ARF.A DRTA1L
BASIS OF BEARING
N
+E
Ml!AHMAONB11C DBClDfA.1IOH
ODTA.JM!D PJWMU.s.O.s.
7 112 MINt1l'B SBIUl!S MAP
CA.R.M'Bl.QUADJtAHOLB 2-
STA'l1l0PlNDlAJrrIA -j6MlLS
0.3)'
. MILS-
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PROPOSED NON-EXCt.USIVE lAHQSCAPE tASEMENT NO.1 LEGAL DESCRIPT10N
THAT' PART OF THE SOUTHWEST QUARTER OF' SEenON 31, TOWNSHIP 18
NORTH, RANGE .. EAST, HAMLTON COUNlY, INOIANA, DESCRIBED AS
FOLLOWS: COMMENCING AT TliE SOUTHWEST CORNER Of' s,qD SOUTHWEST
OUARTER; THENCE NORTH 00 DECREES 21 MINUTES 47 SECONDS WEST 298.50
FEET, ALONG THE WEST UNE OF SAID SOUTHWEST QUARTER: THENCE SOUTH
89 DEGREES 53 t.lINUl'ES 04 SECONDS EAST 304.50 FEErl THENCE NORrH 00
DECREES 21 MINUTES 47 SECONDS WEST 1"9.54 FEET', TO THE SOUTHEAST
CORNER OF THE PROPOSED NOTEl LEASE AREA, TO THE POINT OF
BEGINNING; THENCE NORTH 89 OEGAEES 53.t.llNUTES 04 SECONDS WEST 50.00
FEET ALONG THE sourH UNE OF" SAID LEASE AREA AND SAID SOUTH LINE
EXTENDED wEST; THENCE SOUTH 00 DEGREES 21 WNUfES 47 SECONDS EAST
5.00 FEET: THENCE SOUTH 89 DEGREES 53 MINUTtS 04 SECONDS EAST 50.00
FEET; THENCE NORTH 00 DEGREES 21 MINUTES 47 SECONDS WEST 5.00 FEET.
TO THE POINT OF 8[GINNING, CONrAlNlNG 250.00 SQUARE fEET, MORE OR .
LESS.
PROPOSED NON-EXCLUStvE LANDSCAPE EASEMENT NO.2 LEGAl. OESCRlPnON
THAT PART OF THE SOUTHWEST QUARTER Of SEenON 31. TOWNSHIP 18
NORTH. RANGE .. EAST, HAMILTON COUNTY, INDIANA. OESCRI8EO AS
FOllOWS: COMMENONO AT THE SOUTHWEST CORNER OF SAID SOUTHWEST
QUARTER; THENCE NORfH 00 DECREES 21 MlNUT'ES .., SECONDS WEST 298.50
FEET. ALONO THE WEST LINE OF SAID SOUTHWEST QUARTER: THENCE SOUTH
89 DEGREES S3 MINUTES 0" SECONDS EAST .>>t.50 rEET; THENCE NORTH 00
DECREES 21 MINUTES 47 SECONDS WEST 149.54 FEET. TO THE SOuTHEAST
CORNER Of' THE PROPOSED NEXTEL LEASE AREA: 'THtNCE CONTINUiNG NORTH
00 OEGAE€S 21 MINUTES 47 SECONDS wEST 12.00 FEET. ALONG THE EAST
UNE OF SAID LEASE AREA. TO THE POINT Of BEGINNING; THENCE
CON'OHUlHG NORTH 00 DEGREES 21 MINUTES 47 SECONDS WEST 9.00 FEET,
ALONG SAID EAST UNE OF LEASE AREA. TO THE NORTHEAST CORNER OF' SAID
LEASE AREA; THENCE SOUTH 89 DEGREES 53 MINUTES 04 SECONDS EAST 5.00
FEET; THENCE SOUTH 00 OECREES 21 MINUTES ..7 SECONDS EAST 8.96 fEET;
THENCE SOUTH 89 DEGREES 38 MfNUTES 13 SECONDS WEST 5.00 FEET, TO
THE POINT OF BEGINNING, CONrAJNING .....89 SQUARE FEET. MORE OR LESS.
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1'0: N&Zf'EI. COIlMUNICAr/ONS
!'111$ III fO URrI'Y !'HAr !'HIS SURVEY. BEING COMPLETED IN !'HE rtELD ON
1I-1B-00. "AS IIADE (l) IN ACCORDANCE "lrH THE oolllNIJlUM STANDARD DnAII.
R8QVlREJlENrS FOR AU'AIACSM LAND 1'lrLIl SURVEYS", JOINTLY /lS1'ABUSHED AND
ADOPtED BY AUA . ACSlIlN m.t AND JIlr:WDES /TIllS 1-$."0, S. to. " It '3 OF
!'ABU.r TH./t60F. AND PURSUANT TO rHEACCURACY Sf'ANDAIIDS AS AlJOpr6D
BY ALTA AND ACSII AND IN EFFECT ON !'HE DArE 0' rHIS CERTIFJCATlON 0' A
URBAN SURVrt.
COMPAU /J8SCRIPrION AND POINn BEFOU BUILD/Nt; AND REPORT ANY
APPARENt DIFF8R8NCE TO THE SURVrIOR.
UFER TO DEED OR CUA/uN1'EE TITLE POUCY FOR BUtLDINC UNE
RESrRlctlONS OR EASINENT'S NOT SHOrN ON PLAT 0,. SURVEY.
TO INSURE AUTHENTICITY OF ANT COPIES. rHEY wsr SEAR THE
$URYrYOR'S IMPRlSSED SEAL
s
LEGEND
-0-
83
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1:1
TBLEPHONl!POLIl r.....,jIlXlSTING GROUND CONTOUR
TIlLIlPHONl! CANlSTI!R
STORMMANHOLB
UGHTPOLB
FIIU! HYDRANT
INLIlT
SIGN
SANITARY MANHOLIl
CATCH BASIN
PLAO POLB
POWIlR POLB
BLIlCTRIC MANHOLIl
TIlLIlPHONl!
WATI!R VAl-VI!
OAS VAl-VI!
STORM SIlWIlR LINIl
SANITARY SIlWIlR LINIl
WATl!RMAIN
UNDIlROROUND BLIlcnuC
UNDIlROROUND TIlLI!PHONl!
OVllRHBAD IlLIlCTRIC
ROOP VIlNTS
ROOP DRAINS
IlXlSTINO ANTENNA
SIIRUB
/
"
ALSO. A PART Of THE SOUTHWEST QUARTER Of' SEenON 31, TOWNSHIP 18
NORTH, RANGE 4 EAST, CJ1Y OF CARMEl. HANJt.TON COUNTY. INDIANA,
DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHWEST CORNER Of SAID
SEenON; THENCE NORTH 89 DEGREES 03 MlNUTES 30 SECONDS EAST
635.00 FEET ALONO THE SOUTH LINE OF SAID SEenON; ~E NORTH 00
DEGREES 56 MINUTES 30 SECONOS WEST 45.00 FEET TO THE POINT OF
BEGINNING OF THIS DESCRIPnON, WHICH POINT IS ON THE NORTH
BOUNDARY OF 116TH STREET; THENCE NORTH 00 DECREES 56 MINUTES 30
SECONDS WEST 30.00 FEET; THElia: NORTH 89 OEGREES OJ MINUTES 30
SECONDS EAST 10.00 FEET; THENCE SOUTH 00 DEGREES 58 MINUTES 30
SECONDS EAST 30.00 fEET TO THE NORTH BOUNDARY OF' 116TH STREET:
THENCE SOUTH 89 DEGREES 03 U1NUTES 30 SECONDS WEST 10.00 FEET
ALONG SAID NORTH BOUHOARY TO THE POINT OF BEGINNING.
PROPOSED NEXTEl LEASE AREA LEGAL DESCRlPTION
THAT PART OF THE SOUTHWEST O\JAA1'ER OF SEenON 31. TOWNSHIP 18
NORTH, RANGE 4 EAST. HAUlt.TON COUNTY, INOlANA, OESCRIBED AS
rOLLOWS: COMMENClNO AT THE SOUTHWEST CORNER OF SAID SOUTHWEST
QUARTER; THENCE NORTH 00 DEGREES 21 MINUTES 47 SECONDS WEST 298.50
FEET, AlONG THE WEST UNE OF $AID SOUTHWEST QUNUER: THENCE SOUTH
89 DECREES 53 MINUTES 04 SECONDS EAST 304.50 fEET; THENCE NORTH 00
OEGREES 21 MINUTES 47 SECONDS WEST 149.54 FEET. TO THE POINr OF'
BEC1NNINC; THENCE CONTINUING NORTH 00 DECREES 21 MINUTES 47 SECONDS
WEST 21.00 FEET: THENCE NORTH 89 DEGREES 53 MINUTES 0" SECONDS WEST
4-5.00 FEET; THENCE SOUTH 00 DEGREES 21 WNUTES 47 SECONDS EAST
21.00 FEET: THENCE SOUTH 89 DEGREES S3 MINUTES 04 SECONDS EAST
"5.00 FEET, TO THE POINT OF BEGINNING. CONTAtHING 944.97 SQUARE
FEET. MORE OR LESS.
PROPOSED NON-EXCLUSIVE ACCESS EASEMENT LEGAL. DESCRIPTION
THAT PART OF THE SourHWEST CUAATER OF SEcnON 31,TOWNSHIP 18
NORTH, RANCE 4 EAST, HAMILTON COUNTY. INDrANA. OESCRlBED AS
rOLlOWS: COMMENCING AT THE SOUTHWEST CORNER OF SAID SOUTHWEST
QUARTER; THENCE NORTH 00 DEGREES 21 MINUTES 47 SECONDS WEST 298.50
FEET, ALONG THE WEST UNE OF SAID SOUTHWEST QUARTER. TO THE POINT
or BEGINNING; THENCE SOUTH 89 DEGREES 53 MINUTES 04 SECONDS EAST
304.~ FEET; THENCE NORTH 00 DEGREES 21 MINUTES 47 SECONDS WEST
149.54 FEET, TO THE SOUTHEAST CORNER OF THE PROPOSED NEXTEL LEASE
AREA; THENCE CONnNUINC NORTH 00 DEGREES 21 MlNUrES 47 SECONDS WEST
12.00 FEET ALONG THE EAST UNE OF SAID LEASE AREA; THENCE NORTH 89
DEGREES .38 _ MINUTES 13 SECONDS EAST 12.00 rEET; THENCE SOUTH 00
DECREES 21 MINUTES 47 SECONDS EAST 173.154 fEET: THENCE NORTH 89
OEGREES 53 MINUTES 0" SECONDS WEST 316.50 Fl:ET, TO A. POINT ON SAID
WEST UNE OF THE SOUTHWEST QUARTER; THENCE NORTH 00 DEGREES 21
WINUTES "7 SECONDS wEST 12.00 fEEr, ALONG SAID WEST UNE OF THE
SOUTHWEST QUARTER TO THE POINT OF BEGINNING, CONTAINING $737.09
SQUARE FEET. MORE OR LESS.
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ENGINEERS SURVEYORS PLANNERS
9lCllapillar\lrift: IoIicI,lIIioois 81l171MT17. FAX81lfn9.4)'182
SITE NO: IN-2572 (WOODLAND)
1776E.Il6thSTREET
CARMEL, INDIANA 46032
DATE DESCRIPTION
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24101 RBV1SBLBASBAlU!A&ACCBSS EASEM!NT
SI22JOI RlMSBLBASBARBA,BUILDINO.MONOPOLBAACCBSS EASMT
$IWOI lUMSBLBASBAIUIA,BUJLDINO, MONOPOLBAACCESS EASMT
61'21I01 ADDBASI!MBNTS
MEriEl
COMMUNICATIONS, INC.
300 PARK BOULEVARD, SUITE 500
IT ASCA, IL 60143
TELEPHONE:630/875.6600
FACSIMILE: 630/875-2699
DRAWN BY: D. KOONTZ
CHECKED BY; 1. KELLA
DATI!; 12/1100
PRomcrNO.; 788.122
A.L.T.A./ A.C.S.M. LAND TITLE SURVEY
LEASE SITE, ACCESS & UTILITY EASEMENT
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COMMUNlCAnONS, INC.
20 COMMERCE CROSSING, SUIT[ 1
INDIANAPOlIS. IN 46240
TELEPHONE: (31n 815-6446
F'ACSIMILE: (!l17) 815-8404
--
MAGTECH
SERVICES INC
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WOODLAND
SITE NO: IN.2572
1776 E. 116TH STREET
CARMEL, IN
46032
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APPROVAlS
PROJECT w.NAGER: _ DATE:_
NEXTEl.: DATE:_
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ICHECKED Ill':
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SAM 1
NO:
1
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001:: ISSlJ[:
10J271OO SITE SKETCH
07102101 ZONING
III ............
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SITE PLAN
SCAlE: 1.=40'-0"
RE\1SIONS:
001::',
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CERTR:ATIOH:
SHEEl1I11.E:
SITE PLAN
CONTRACfOR TO CONTAcr LU.P .P.S.
PRIOR TO CONSTRUcnON START
1-800-382-5544
---
1-800-428-5200
... CllU& .... ", ....
1~0~241
\_.... C-l
I
I
GENERAL NOTES AND CONDmONS C
01. NJ.. EMr-. _ MID _ SIlML BE __ II
~ WIIH ST_ _ FOR RIWl MID IIRIIlGE
CONSI1lUCllON II 1HE STATE OF __
oz. '!HE CONIIlACIllR SIlML KEEP CWlEI'UI. II[ASUREIIEIIlS MID _ OF
NJ.. CllNSlRUC'I1ON MID 5IW.L FURNISH tHE ENGINEIR MID tHE
ClT'f WIIH REX:ORD _ UPON COIIPI.ElION OF HIS __ ONE
sa OF REPRllOUCIIILE REX:ORD _ MID COPIES IIUST BE
FURNISHED 10 tHE OWNER Il'f '!HE COIllRAClOR.
IQ. NJ.. _ __ Il'f 1HE CClNlIWlIOR 5IW.L BE GI.WWlTEED Il'f
l:E~~kPERlOO": ~2J.w...~NJ..tHE
DEnClS II w.1IRIo\Ul MID _.
04. o\LL S1RUC1URES, INLElS, PIPES, sw.u:s MID _ IIUST BE KEPT
CLEAN MID FREE OF lllRT MID DEBRIS AT o\LL 11IIES.
05. ~~~~~~~
~ ~T~ THAT ME - 10 PROIEC1' tHE lWE1Y OF
05. THE CONlIW:IllR, Il'f _ 10 _ THE -. ~ 10
DlIlDINIfY MID IlOIJ) __ THE -. tHE ENGINEIR" tHE
ClT'f. MID NJ.. ~ MID ASSIGNS OF 1Hll5E PMIIES, ~ NJ..
~RLcv:m~:foZ~~ ~ww:s
NISINll CUT OF THE DEFENSE OF SAID PMIIES.
117. o\LL El.EYA1lONS ME u.s.o.s. IWUII.
08. _ IIUST COIIIIEIlCE MID BE COIIPILlED Il'f THE 1IIIE
INDICAlED II THE PRO.lECT SPECIF1CA11ONS.
011. THE c.c. WIU. BE RESPONSIIIl.E 10 0FfI.CW) THE ENCl.llSIIRE
10. ~~~ ':tG.~ - WIIH
II. ElCISIlNG ununES ME SHOWN IS A GUIDE ONLY. tHE CONIIlACIllR
~ '!Jli ~ OF EXISl1Nll ununES _ 10 EXllAYAlDlll
12. NJ.. -. F Rff. IIUST BE ~ WIIH THE BID.
rARTHWORK.GRAOING. AND PAVING
01. NJ.. PRIlPOSUI _ NfEJ5 SIlML BE STRIPPO) OF o\LL TOPSOIL
MID UIlSOO'AIlLE __ MID _ OR FIU..EIl1O _ 0.10
PEEr OF DESIGN ~
oz. tHE _ SIlML BE FREE OF o\LL UIlS\JIWllE IIATEIlW. MID
SIlML BE CCIIIW:TED 10 A _U11 85 PER CENT OF IIOIlIFIED
PROcIOR 1lENSIIY.
IQ. THE CllWlIIIIE:S CONTADlEI) II 1HESE OOCUIIEIIIS ME _
MID ESIIIo\1ED, MID ME PRESENIED IS A GUIDE 10 THE CONIIlACIOR
~~~ MID 10 IIEl:OIIE F_ WIIH THE
04. THE _ CClNlIWlIOR IS RESPONSIIIl.E FOR __
POSlIM: _ AT THE CllHCWSION OF fACH _ ~Y.
05. '!HE _ CClNlIWlIOR IS RESPONSIIIl.E FOR tHE F1IW. _
PftEI'MA1ICN, tHE _ BASE. ..-. MID SURf'oICE, MID o\LL
=.v-CIEAN-U' MID REIA1ED _ ASSOaATED WIIH THE _
08. UPON COIIPI.ElION OF THE PAWIO . tHE CONIIlACIOR WILL
=m =.=- EXISIS AIloWiOIT 10 o\LL
SOIL EROSION AND SEDIMENT CONTROL
01. RrASOIWII.E CARE iIuST BE _ 10 IIDlIIIIZE SOL EII05ION.
REFE1110 _ MID _ FOR.- SOL _ MID
_AlIlN COHIROl. II THE STAlE OF __
oz. ~~~~~MID_SlW.l.BEKEPT
IQ. SlOCICPII.ES SIlML HAllE A BERII OR _ MOUND THE
CIRCIJIIFERENCE 10 COHIROl. SLT F NEEDED. F tHE SJOa<PU IS
10 _ FOR IIllRE 1IWI NINE IIONIHSJT IIUST HAllE SUFFICIENr
~A11ON 10 COHIROl. IlCJIH WAD MID WIND EROSION.
04. STRAW IIo\LES flRllLY _ SIlML BE PUaD MOUND o\LL INI.EIS,
~ THAT REl:EJVE SLTY RUNOFF _ THE
00. SLT FENCE WILL BE CONSTRUCIDl AlONG tHE _ PROPEIlIY
LDlE .-cROSS tHE ENI1RE CClNSIRUClION MEA.
08. _MI SOlI. _ COHIROl. DEW:ES 1HROUGH '!HE DUl!ATION OF
THIS PIlOoIECT.
117. ~~~THEc:o:cr~ WIIH SOD MID TOPSOIL AT
08. o\LL AIloWiOIT RIWlWAYS SIlML BE KEPT CLEAN AT NJ.. 11IIES.
011. _ SOL _ COHIROl. IIEASURES SIlML BE UNDERI'AKEN
~~ ~.THE ENGDlEERDlG IHSPEI:1OR DURING tHE
NCJItS:
I. G.c. 10 REIIO\IE NJ.. IIAIDlWS. INCI.I.IlDlIl
=~ OIHER IlEIlRIS _ 1El1EL'S
CONTRAcroR TO CONTAcr lO.P .P.S.
PRIOR TO CONSTRUCl'ION START
1-800-382-5544
_llIU._
1-800-428-5200
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EDGE OF EXISTING CURB
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PARKING SPACE WIlL BE unl.lZED IF REQUI
-..
I. ~.:aculo.lI
J. CID'E PII'IIl1RlE _ 10
- -.(IIB:IlUllUS IIIEES)
So r.:' 1/3 tIF..... ell
4. _ PIAS1IC lIIl -. lUGS
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3' _ _ SMJCIIl
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TREE ELEVATION
NOT 10 SCAlI
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COMMUNlCAnONS. INC.
o COMMERCE CROSSING. SUITE 1
INDWW'OUS. IN 46240
TEU:PHONE: (31?) 815-8448
FAiCSIlIlLE: (~17) 815-6404
.
MAGTECH
SERVICES INC
'716""'" ...
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WOODLAND
SITE NO: IN-2572
1776 E. 116TH STREET
CARMEL, IN
46032
APPROVAlS
PROJECT MANAGER: _ OATE:_
NEXTEI..: OATE:_ i'
, !~~; ':
IORAIIN BY: EJMI ':~.
IMoo]) BY: SAHI
NO: OOE: ISSIJ[:
1 10/27/00 SITE SKETCH
2 07102101 ZONING
I':;
. ,
RE\1SIONS: OOE: BY:
~
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SlEET 1IlLE:
LEASE AREA PLAN
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&GGREGATE SITE SECTION u.s.
N. T.S.
CONTRACTOR TOCONTACTI.U.P.P.S,
PRIOR TO CONSTRUCIlON START
1-800-382-5544
.... ..... -
1-800-428-5200
RIa CMU CIUIIIIE"-'
o cx:*~NlCAa:Nc~simE 1
INDlANAPOl.IS. IN 46240
TEIiPHOIlE: (31"081_
f'ACSIIIItE: (317) 815-8404
.
MAGTECH
SERVICES INC
1711 ......,. _
..... -. II 4IIIM
ClIO) __. ~O) --- ...
:.. ~ =-...... _ and _..
~--'lIc.,'::~~'"
~~""... on tills.... ~
oI1aIbe "'~~==for
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oI1aI be ......- to .- =... --
and _10 ....-. .. tills poJocl.
WOODLAND
SITE NO: IN.2572
1776 E. 116TH STREET
CARMEL, IN
46032
1~1ff:
1CHEa<ED Iff:
APPROVAlS
PRQjECT IIANAGER: _ DATE:_
NEXlEI.: DATE:_
NO: om: ISSUE:
1 10127100 SITE SKETCH
2 07I02I01 ZONING
RE\1SIOIIS: ~ Iff:
'-.
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CfRl1flCATIOH:
SHEET lIll.E:
SITE DETAILS
I~~'
020..0241
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D. AalERICAN CONCRETE 1NSllT\1TE (ACI).
E. AMERICAN SOClElY FOR TESTING AND MA1ERIALS (ASN).
F. ElLCTRONlC INDUSTRIES ASSOCIATION STANDARDS
(ElA/TlA-222-E).
6. WELDED WIRE FASRlC SHALL CONFORM TO ASN A 1~.
7. NO ADMIXTURES SHALL BE USED WITHOUT THE PRIOR WRITTEN
AUTHORIZATION Of' THE ENGINEER.
8. AU. CONSTRUCTION AND EXPANSION JOINlS SHALL BE INSTAU.ED
PER THE DRAWINGS.
9. AU. EXPOSED CORNERS Of' CONCRETE WORK SHALL BE
CHAIolf'ERED 3/4" UNLESS NOlED OTHERWISE.
10. UNLESS NOTED OTHERWISE AU. REINFORCING Slm. SHALL
BE lAPPED PER N:;I CODE - 318.
11. AU. FORMWORK SHALL BE RIGID, TIGHT, I..EVEL. PLUll8 AND
SUFFlClENTLY SHORED TO RESIST CONSTRUCTlON LOAD
CONDIT1ONS.
12. CURING Of' CONCREIE SHALL BE PER ACI 3OIUl9, STANDARD
PRACTICE FOR CURING CONCRETE.
13. PlACE CONCREIE IN ACCORDANCE WIlli N:;I 304-89.
14. HOT wrATHER CONCREIE SHALL BE PER N:;I 3OSIL89.
COLD wrATHER CONCREllNG SHALL BE PER ACl 308IL.89.
1 S. WELDING Of' RElNf'ORClNG Slm. ARE PROHIBITED.
16. PRIOR TO THE PlACEllENT OF THE CONCRETE. THE CONTRACTOR
SHAU. PRO\IIDE A lllNIMUM 24 HOUR WRIT1Dl NOTICE TO THE
OWNER'S REPRESENTATIVE AND THE TESTING AGENCY.
17. PROVIDE TEST CYUNDERS AS FllU.OWS:
A. EQUIPMENT ENClOSURE:
1 CYUNDER AT 7 DAYS
1 CYUNDER AT 28 DAYS
B. DRIUED PIER:
1 CYUNDER AT 7 DAYS
1 CYUNDER AT 28 DAYS
18. AU. REBAR SPLICES SHALL BE ClASS 'C'; NO WELDING
WILL BE ALLOWED
3. SUBGRADE PREPARATION:
'"
"-
A. REMOVE AU. SOILS CONTAINING TOPSOIl;, ORGANIC
'MATERIALS, AND/OR FllL MATERIALS FROM WIlliIN
AREA Of' ENCLOSURE FOUNDAl1ON. "
B. PROOF' ROLL RESULTING SUBGRADE WIlli ~ 'HEAVILY
. LOADED SINGLE AXLE OUMP TRUCK OR SIMIlAR,
VEHICLE (20 TON LOAD). CONTRACTOR SHALl UNQER-
CUT AND REPlACE WIlli ENGINEERED FllL (COllPAtTED
CA-6 MATERIAL) AU. LOOSE SOFT OR UNSTABLE AREAS
REVEALfD DURING PROOFROl.I.ING AS DIRECTED BY THE.
TESTING AGENCY.
ANTENNA TOWER
1. ANTENNA TOWER IS A 90' MONOPOLE.
THE ANTENNA MOUNlS SHALL BE f'URNlSHED BY
NEXTEL AND INSTAU.ED BY THE CONTRACTOR PER
THE OWNER'S AND MANUFACTURER'S SPECIFICATIONS.
COMMUNICATIONS, 1He.
COMMERCE CROSSING. SUITE 1
INDIANAPOUS. IN 46240
lUEPHONE: /31?) 81~ll446
FACSIMILE: (~17) 81~6404
GENERAL NOTES
GENERAL REOUIREMENTS'
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1. AU. WORK SHALL CONFORM TO THE REDUIREMENTS Of'
THE LATEST EDmONS OF THE FOl.l.OWING CODES/SPECIFlCATlONS.
A. NEXTEL CONTRACT DOCUMENTS AND THE PROJECT STANDARD
SPEClFlCAl1ONS.
B. ALL APPUCABLE I.OCAI., STATE AND FEDERAL CODES
AND REGULAl1ONS.
C. UNIFORM BUILDING CODE (UBC)/BUILDlNG 0FF1CtALS I: CODE
ADMINISTRATORS (BOCA) AS APPUCABLE.
.
3. PLANS ARE NOT TO BE SCALED AND ARE INTENDED TO
BE A DIAGRAMMATIC OUTUNE ONLY, UNLESS NOlED OTHER-
WISE. THE WORK SHAU. INCLUDE FURNISHING MATERIALS,
EOUIPllENT, AND lABOR NECESSARY TO COMPLETE ALL
INSTALlATIONS AS INDICATED ON THE DRAWINGS.
C. IlACKRLL AND COMPACT THE AREA WIlliIN THE BUILDING
FOUNDAl1ON, AND UNDER THE SLAB OR 8E1WEEN RESULTANT
SUBGRADE AND FOUNDATION WALL WIlli CA-6 GRANUlAR
MATERIAL
4. FOUNDATION WALLS SHAU. BE IlACKRUED E\lENLY ON EACH
SIDE OF THE WALL OR WALLS SHALL BE ADEQUATELY BRACED
BY THE CONTRACTOR UN11L ENCLOSURE SLAB HAS BEEN PlACED
AND CURED FOR 72 HOURS MINIMUM.
5. REfER TO SOILS REPORT FOR lllNIMUM BEARING CAPACl'N
8EUlW FOOTlNG.
MAGTECH
SERVICES INC
1"& ....... ..-
RIll' --.. ......
CI18) ~. Ot., ae-MDI FAX
2. THE FAClUlY IS AN UNOCCUPIED SPECIAUZED IIOllII.E
RADIO FACIUIY.
5. THE CONTRACTOR SHAU. RECEIVE IN WRIT1HG, AUTHORIZA-
TION TO PROCEED BEFORE STARTING WORK ON ANY ITEM
NOT CLEARLY IDENTlRED BY THE CONTRACT DOCUtIEHTS.
EQUIPMENT ENCLOSURE BUILDING
1. THE EQUIPMENT ENCLOSURE IS A PRE-FABRICATED ENCLOSURE
IlANUf'ACTURED BY RBREBOHD CORPORATION INC.
THE EQUIPMENT ENCLOSURE SHALL BE FURNISHED BY
THE OWNER AND INSTAU.ED BY THE CONTRACTOR PER THE OWNER
AND MANUFACTURER SPEClf'ICAl1ONS.
2. GENERAL CONTRACIOR SHAU. BE RESPONSIBLE FOR Df'F-LOADING
ENCLOSURE FROM TRUCK AND PLACING SHELTER ON PLATFORM.
lIII ......... _ ..... _ and _ ..
_...._...lbo~.,
:F" Sol"':; ::-..:\...... ~
.,~ --"=....-
.....'" !>l'GI9peroooi;tIniIlJlcorponlIllIntlJl
~~IIilmt=..~~_
::.~~':'= =:OOtID ~
4. PRIOR TO THE SUBMISSION OF THE BIDS. THE CONTRACTOR
SHALL VISIT THE .JOB SITE AND BECOME FAMILIAR WIlli
THE RnD CONDIT1OHS. ANY DISCREPANCIES ARE TO
BE BROUGHT TO THE ATTENllON Of' THE OWNER'S
REPRESENTATI\IE.
6. THE CONTRACTOR SHALL INSTALL AU. EDUIPllENT AND
MATERIALS IN ACCORDANCE WIlli IlANUf'ACTURER'S
RECOMMENDAl1ONS UNLESS SPECIFICALLY OTHERWISE
NOlED.
WOODLAND
SITE NO: IN-2572
1776 E.116TH STREET
CARMEL. IN
46032
3'-0.
7. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK,
USING BEST SKILLED PERSONNEL THE CONTRACTOR SHALL
BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS.
METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES AND
FOR COORDINATING AU. PORI1ONS Of' THE WORK UNDER THE
CONTRACT INCLUDING CONTACT AND COORDINATION WIlli THE
LANDLORD'S AUTHORIZED REPRESENTATI\IE.
.
...
.
...
APPROVAlS
PROJECT IlANAGER: _ ~TE:_
NEXlEL: . OATE:_
GRADE
10. KEEP THE CONSTRUCTION SITE CLEAN, HAZARD f'REE, AND
DISPOSE Of' ALL DIRT, DEBRIS, RUBBISH AND REIIO\IE
EQUIPMENT NOT SPEClRED AS REMAINING ON THE PROPERlY.
LEAVE PREMISES IN CLEAN CONDITION AND FREE FROM PAINT
SPOTS. OUST, OR SMUDGES Of' ANY NATURE.
11. CONTRACTOR SHALL PROVIDE A COMPLETE SET Of' AS BUILT
DRAWINGS TO THE OWNER AFTER COMPlETION Of' THE JOB.
12. 1IE'ANS AND MEl'HOOS OF CONSIRUCTION INCLUDING, BUT
NOT UMITED TO, THE DESIGN AND PLACEMENT Of' FORMS
AND SHORING ARE THE RESPOHSIBlUlY OF THE CONTRACTOR.
13. CONTRACTOR IS TO HAVE ECS PRESENT FOR CONCRETE
SAMPLE Of' THE SHELTER FOUNDATION.
EXCAVATION/BACKFILL AND COMPACTION'
1. NEXTa HAS CAUSED A GEOlECHNICAI. EXPLORATION TO
BE PERFORMED AT THE SITE BY:
ENGINEERING CONSULTING SEJMCE (ECS)
(847) 279-0366
REPORT 116:2716
COPIES Of' THE REPORT ARE AVAII.ABLE TO THE CONTRACIOR
FOR REf'ERENCE ONLY. NEJlHER THE OWNER NOR THE ENGINEER
GUARANTEE THE ACCIJfW:Y OR THE VAlJDITY Of' THE DATA
CONTAINED THEREIN, NOR DO THEY ASSUME ANY RESPONSIBIUIY
FOR THE CONTRACl'OR'S USE Of' INTERPRETATION Of' THE DATA
CONTAINED THEREIN.
THE CONTRACIOR SHALL FAMILIARIZE HIMSElf' WIlli THE CONTENlS
Of' THE NKNE REf'ERENCED REPORl' PRIOR TO SUEllllTTAL OF
HIS BIDS.
2. THE CONTRACTOR SHALL EXCAVATE 8" 8EUlW GRADE AND
SPRAY WIlli WEED CONTROL AND PlACE ClASS 2 AGGREGATE
BASE AND CLEAN ROCK AROUND ENTIRE FENCE ARrA.
3. ENGINEERED FllL SHOULD CONSIST Of' ENYIRONMENTAU.Y CLEAN
APPROVED MATERIAl., FREE Of' WMPS, FROZEN SOIL. TOPSOIL
OR OTHER DELE1DllOUS MATERIAL
4. AU. FILL MATERIALS REQUIRING COMPACTION SHALL BE PLACED
IN UFTS NOT EXCEEDING 9 INCHES AND COMPACTED TO A
MINIMUM Of' 95 PERCENT Of' MAXIMUM DRY DENSI1Y AS
DETERMINED IN ACCORDANCE WIlli ASN D 1557 (MODIRED
P~ RLL MATERIALS NOT REDUIRING COMPACTION SHALL
BE IN UFTS NOT TO EXCEED 12..
5. CONTRACTOR SHALL PROVIDE ADEQUATE SHORING AND 8RN:;ING
FOR THE EXCAVAl10N WORK IN ACCORDANCE WIlli THE
APPUCA8LE SAf'ElY ORDINANCES.
6. LOOSE MATERIAL SHAU. BE REMOVED FROM B01TOM OF
EXCAVATION PRIOR TO CONCRETE PlACEMENT.
~
t..
3-15 CONT. TOP AND IlOT1llII
~'3'.J'1:JL~
3-15 CONT. TOP I: IlOT1llII
T
io>
NOIE:
1. PRIOR 10 CONSIRUCllllN OF Nf1
PERI/ANENT SIRUCIURE. 1HE SIIE
SHAll BE SfRlPPED OF AU. SURFACE
~, '!f1P SOIL AND ORGANIC
~-~~
SOlI. SHAll BE REIIO't'ED.
2. POUR SlAB AND FOOTING AS IIOIlOUIHIC
10IlAIIN Bf:
ICHEaIED Bf:
EJMI
SAM I
8. THE CONTRACTOR SHAU. VERIfY AU. DIMENSIONS AND
CONDlTIONS ON THE SITE AND NOTIFY THE OWNER'S RE-
PRESENTATIVE Of' ANY DISCREPANCIES BEFORE STARTING
ANY WORK.
9. THE CONTRACTOR SHALL MAKE NECESSARY PROYISIONS
TO PROJECT EXISTING IIlI'RO'./ElIENTS. PAVING. CURBS,
GALVANIZED SURFACES, ETC., AND UPON COllPLET1OH
Of' WORK. REPAIR ANY DAMAGE THAT OCCURRED OURING
CONSTRUCl1ON.
"
"
NO: DiiIE: ISSlJ(;
1 10J271OO SITE SKETCH
2 07102101 ZONING
I~.r- 1'~ I
0~~~~FOUNDATION DETAIL
RE\1SIllHS; DiiIE: '. sr;
"
"
"
CONCRETE AND STEEL REINF'ORCEMENT
1. AU. CONCRETE SHALL BE NORMAL WEIGHT AND SHALL ACHIEVE
A COMPRESSIVE STRENGTH, f' c - 4000 PSI AT 7 DAYS, UNLESS
NOTED OTHERWISE. CEMENT SHAU. CONFORM TO ASN C150
lYPE n.
2. MIX AND DELIVER CONCRETE IN ACCORDANCE WIlli ASN C94,
ALTERNATE NO.2. CONTRACTOR SHALL SUBMIT MIX DESIGN TO
THE ENGINEER FOR REVIEW PRIOR TO PlACEMENT OF CONCRETE.
3. MAXIMUM AGGRECATE SIZE SHALL NOT EXCEED 3/4".
4. SLUMP Of' CONCRETE SHALL BE 2" TO 5".
5. AU. RElNf'ORClNG Slm. SHALL BE DEFORMED AND CONFORM 10
THE REDUIREllENlS Of' ASN A615 GRADE 60.
~
CERI'IFICA1ION:
'''" ,
'0
EQUIPMENT ENCLOSURE FOUNDATION'
.
...
I
io>
51m1l11.E:
GENERAL NOTES.
SHELTER FOUNDATION.
ICE BRIDGE fOUNDTION
1. REf'ER TO CML DRAWINGS FOR ORIENTAl1ON Of' THE FOUNDATIONS
2. FOOTlNGS SHALL BEAR ON VIRGIN SOIL OR COMPAtTED FllL
MATERIAL CAPABLE OF SUPPORTING A MINIMUM SOIL BEARING
PRESSURE AS DETERMINED BY THE TESTING AGENCY
8" IlIo\. IIINIIIUII
(jJCE BRIDGE FOUNDATION DET~
CONTRACJ'OR TO CONTACf I.U.P .P.S.
PRIOR TO CONSTRUCTION START
1-800-362-5544
--...
1-800-428-5200
RltClllll1S'-__
1~0~241
\_..... 8-1
,
I
c
PLJ.TE .. SIWT 2lIllO
BASE ",;\TE .. SIWT a 111150
IllUIllr IIICWDE Rff
~. llCIlDIlS,
I'I.A1ftIAt.tS, m:. ElELII
~ _ PAlOR
llU.lEIIIG..
1Jt::SL-
f!t:1t-
S3'-a"
{SPIIl:E UlIlIIII
... -!UO"
lIESIGN = 41.lll1'
IM1l - Its#1'
ml- x 5!OlI' ~
1ii1li WI' - 5.8ll11llP91
~
~,
c:
P.O. BOX _7 FORT WORTH. TX 7e1~687
PHONE: (BOO) 433-181.. FAX: (8'7) 42&-l!I010
WDt-i3UI
011-26-2001
It....~
lIES
2' -t' IIIN lAP
STAGGER lIES IIlll'
iilDmGN - If ~ ~
1!n15=~ I ~~~a ~ ~I
Q
I"
I-Ia
13-24
~
37.....
~--.R
4-FT MJ1lID/ WISEIM:E II ItIHlIIIM.s
(12) AIIIE1. RIIIA-<<Io17 SECllIll
14-FT LI', IBfOIII) NllUNT llMIJIC
!'2) AIlM. _-80017
HI' Ll'. SECRlIlEJ) IIOWII' QWtIl;
12) ANIB. RWA-<<1017 CIDl ('lF8')
4-FT Ll'. SB:IIIRED IIlUN1' W,l!mlltli CM1IIQ
[PlAtE
'd' -I"
'd'~
SIEP IllII.1S RIll. H8IiIIIl' .- "4' MImf; IPSC NlE.
IfIIEIIlA fEBI lHS _ _ OF Pa.E.
m-tIon
L.lItend
Deflection
(Incllesl)
-
<=)
RoIidUOn
d;:'>")
~
DooflectIQII
(Jnehes)
(3) f4 lIES 0 3' c-c
~a 1 +' It 5f,llOO" llOIIlD (WT. . 1.481 IlIPS)
. I 2.2lI". .IIIlHlR lIOlII CIIt 4UIXl" 8.C. lII1IIllIt. r-{f
IN10 I'IR (W/llIIS ok lElIPIA1E PIA1E . 1lOT.)
N:lI.OSS IUIS
UNFACfOREt) BASE RE"ACllONS
llOIIDIT - 1764 fl-Idps
SHrAR .. 24.3 kips
AXW.. = 2.1.2 kips
EST. SHAfT .. IlAS'E If. wr. .. 9..5 lei,..
(BlJICI( WElG1f1')
0TOWERDETAIL
N.T.s.
''-"
'-
'-,
3'
L
""
NOTES:
1) :m..:.uo~ar:.~ AN5I/EIA-222-F STNORD U1ILIZING SOl\.
2) CONCREIE SIRENGlIllO ElltW. 3000 PSlKf 28 Do\YS.
3) -..cHUlIIDE. NON-CORROSNE CONCREIE S[T,ACCEl!JWIT IIo\Y BE UTIJZED IN
CXlIII'lMNCE WITH ASIII-C-494 TIPE C AND ~318 .
4) WATER REIlUCING ADIIDClURE IIo\Y BE UTIJZED IN coiRwu WITH ASIII-C-494 .
5) ALL ADIIDC1IIlES SIlOUI.O BE DISPENSED IN10 FRESH coNi:Rm: AND SUFFlCIENILY
IIIlCED. ALL MlIIDCIURES IIUST BE AIlDED 5EPMA1ELY. . '-
"-
8) IIINIIIUII CONCREIE ClMR OF 3" ON ALL srm. '-.
',-
7) CROlIN 1llP OF PIER RlR IlRHNMlE AND ClWIFEIl ALL EXPOSED CONCREIE EDGES I' .
".
"
"
N'PllOlCIIIfJE CONCREIE RfQ'I). - 28.8 ,l.... ',,-
N'PllOlCIIIfJE REBAR AEIl'D PER e.IISSON _ '/58' Of' "0 \'ER1'S. (GRADE 80)
732E OF f4 lIES (GIla 80)
0ESIGIl LCWlS AT TOP OF PIER:
SHEAR . 24.3 KIPS
w:RIICoIL . 23.2 KIPS
IIOIIEIIT . 1,784 FT-KIPS
SITE IlAIlEo W1IIIIIlNID
0TOWER FOUNDATION DETAIL
COMlIUNlCATIONS. INC.
o COMlIERCE CROSSING, SURE 1
INDWIAPOUS, IN 48240
TnEPHONE: (31?) 815-6448
FACSIlIlLE: (~17) 815-8404
"
MAGTECH
SERVICES INC
1715__
RIRI' -.. 4IICM
11111 __" (Z..) ___ FAX
1110 ___ -. dI!lPo _ and - ..
_..1IlII_...lllt...._oI
_~l1c.,ood_..-;_
and --' far ... .. lido ~ ~_ None
oI1lio__dotlgno,pICIlI-
_bouood"'GIV_IInn"~""
~"'~~1Dc.1IIo_
::.1~':===-':~
WOODLAND
SITE NO: IN.2572
1776 E.116TH STREET
CARMEL, IN
46032
I_lit:
ICHECKED B'1:
EJMI
SAHI
N. T,S.
N'PRfNAlS
PROJECT MANAGER: _ DATE:_
NEXlEI.: DATE:_
NO: 11m: ISSIJ[;
1 10127/00 SITE SKETCH
2 07/02101 ZONING
Rf.'IISIllIlS: 00\1E: BY:
''-,
'-
'-.~
CIllI'fK:AllON;
~
ERTIFIED BY OTHERS
EE DETAILS FOR
ERTIFlCATlON
SIm 1IILE:
TOWER DETAIL
TOWER FOUNDAtiON
DETAIL
1~0~241
r~ 8-2
I
I
NOTE:
~8~R'"8aR~li~GNED FOR
c
c'
TOP OF IIG~Nr. Ron
EL .. 95 0 AGL
TOP OF J)lfWl AN'ff:NNA.c;
EL .. 92 -0 AGL
CFNTFR RAn OF NFXTFI ANTl'NNAc;
EL .. 90'-0' AGL
...J
l.:J
<<I:
.
C>
I
o
Q'I
~~A
0~~~ ELEVATION
.DS
Mbtro
~Wf1r SHELTER
~_.-
\,
"-
"-
",
(jJCE BRIDGE ELEVATION
SCALE: 3%a,'..(f
CONTRACTOR IS RESPONSIBLE FOR lHE FOLLOWING WORK:
"
1. llENEIW. __ II!. IE RESPOIISII.E FOR lit: sa:um'
Of' lit: 5IIE _ lit[ _ Of' lit[ IWlII EIIUPIlDIf II
lit: SHEI.1ER UNlI. lit[ 5IIE IS 1_ CXlII'\m. __ 5IW.L
_ MI. _ __ FOR lit[ IIEPI.aIENI' ~ Of'
lit: _ EllUI'lIENF UP 10 I5GO,OOO.
2. llENEIW. __ 5IW.L IIDUIIT 1IE EXItIlIJR BUSS 11M
AT !HE SPECFID I.OO1IIDl.
3. ~ 1:::'''':= ~~5IW.L IE
_ 5IW.L _ A CAllIElD 10 1IE _
~~1IE'=~~~~~-:lIt:
IJICUlSURE _ A _ II 1IE IJICUlSURE ll!Il.
OR.1 _ 5IW.L NOr II ~M:llIIIH "" INIDlIllR
~ro:c. SMl =. rsrd ~ll!Il.
_ lIS srAIED
4. lit: INIDlIllR _ IW.O 5IW.L IE all AT 1IE
LOCA1IClN Of' !HE _ GUIlE PUlE. &\at Of' !HE 1WD
ENOS 5IW.L _APlEl:E__ _A2
IIlllE WIllllWHD lIIIH _ _ _lit:
_ AT lit[ SIE>> Of' lit: LUll. &\at Of' lit:
ENOS 10 IE llIWHD 10 lit[ _ AT lit: SPEDFED
LOCoQIONS MID, PER M:CEPIED IlE1IIDIlS.
5. = =: 'M+ lIPS NIIQMl, o.c. 10
",
.. PREFMRIll\1ED SllLlER SltIlI. IE UPI.ED II'( NEXlEI.
7. llENEIW. __ SHII.i'lIE RESPOIISII.E FOR OFF__
SlEl.lER _ 1IIUl:Il _ PIAIlII:Il SHEI.1ER CIII -
.. llENEIW. __ 5IW.L su:ulE,SlEl.lER 10 _ lI1H
4 SIEn. -.m UPI.ED II'( -. -.m 5IW.L IE PIAIDl
_ _ II'( IIE1HllIl5 N'I'ROIIED II'( lit: SHEI.1ER __
llENEIW. __ 5IW.L _ _ !HE 5IIE MI. SIEn. IlRM:ICE1S
~y SEJ:URED 10 1HE SHEI.1EIl FOR OFF__ PUIlPOSES.
I. llENEIW. __ 5IW.L _ EXItIlIJR LIlHl SlJPIIUED IIIH 1IE
SHEI.1ER AT 1IE UllWICIII PIlEPPED CllllIt[ SIEI._ __
SHMI. _lEST NIl IIISlIRE 1HE LIlHlIS CIII AT _ lIII.Y.
10. llENEIW. __ SHMI. _ MI. CCIFCIIIENIS Or lit: 5IIE
c:CIIIPl.EIICII IlIf SlI'FUED lI1H !HE SllEl.lER III II'( 0INEIl.
11. llENEIW. __ 5IW.L _ 1IE 5IIE c:wtED II'( A PIICRSSDIo\L
ClfANNl __ lit: FLOClR 5IW.L IE _ IIIH Nl _ ..
_ MI. _ 5IW.L IE _ _ _ IE FREE Of' -.
!lUST, MID -. .- 110 _ 5IW.L lit[ ClfANNl
_ _"" __ Of' LIQUD 1110 lit: SHEI.1EIl.
12. llENEIW. __ SIl!IL IE RESPOIISII.E FOR _ SIEn.
_ AT lit[ UllWICIII SPECFID II 1IE -.
13. _ CCMR CIII _ LIlHl MID ClIIIIEI _ WIlS
10 lit: _. __ CCMR.
14. 1IE _ GUIlE _ I'\A1D (DnERIDR _
~~ =:::;:O=~~IIJI!)
1I'(1IE-.lIt:.IIIIIIIS_lIt:lIEW.
PUIIE _ 1IE SlEl.lER 5IW.L IE SDUD 1IA1ERIIGIIT.
PIlCI'EIl FASJDERS IlC 10 IE USED II _ lit:
I'\A1D 10 1HE ll!Il..
15. MI. CCIFCIIIENIS Of' lit[ 5IIE COIIPI[I1QIl IlIf II!. IE
SUPPLED II'( lit[ SllEl.lER __ _ SHPPED
UllISE lIIIH 1HE SIIEI._ MI. IIEIIS 10 IE IIlUII1ED
AT1IE_ LOQ\11CIIISIIS1O NOr IIlIERFEIlE
lIIIH1HE_IIIM:CESS1OlIt:_.
Ill. ClIIE UIlIlEII IlSI'AURICIII IS 10 IE N'I'ROIIED II'(
ClIMER MID II5W1ID II'( SllEl.lER __
UIII!SS cmtER'IISE _
17. MI. ClIIE UIlIlEIIIS 10 IE T-4f' ~1/4. _
fDISIED ~ UIlUSS CJIHER'IISE _
Ill. _ ClIIE UIlIlER CIII CIII SUE Of' MI. SP\JCEll,
lEES _ ll!Il. ClN8:IICIIIS lIIIH Ie GREEN SIlNMD
_ ..: (foIL IEIIDS r l1li. -l-
II. _ STM _ CIII NUl' SIlE Of' ClIIE UIlIlER
lIIIH--'lIIWASE.
zo. FOR __ Of' SHEI.1ER SEE SIEEl [-1 _ [-4
MID __ _II'( 0INEIl.
21. 1IE __ Of' EIIUPIlDIf MID _ NIl
1IEIR LOQ\11CIIIS SIl!IL IE _ II'( _ PRIIlR
10 _ 1115 PUN 10 1IE SHEI.1ER
__ FOR ~
22. MI. SllEl.lER (III-> B.El:I1DL _
COIIIlECIDl!;, -. MMII SlSIDI, EIC. PER
SllEl.lER -.oc1UREIl. III lIS N'I'ROIIED II'( llIIIER.
23. ___ SHMI. IE LOCA1ED 5 FEET (5'-0") IIIIlClRE
_ "" PROPEJII'/ IJNE OR INIDlIllR LDf lIE _
II MID "" IIIHER IIUIJlIIIl,
24. ___ NOr IIDIlIED FOR INSWJ.A1DI II
IDIA FLClClII PRCIIIE ...
25. _ CCMR PIA1E USINIlIlU.SOl. MID CMJUC lIS
A _ -. III ~ _ GUIDE INSW.lA1IllN.
CUSRlIIER II!. _ CIII A PER 5IIE -.
_ _ WI.
'\
\
~
rf)xwPl~E~ER~~~'
liduNTED TO ANTENNA
BRACKET BY G.C.
II
180"
SECTOR 2
~
0ANTENNA LAYOUT
2 SCALE: N.T.s.
COMMUNICATIONS. INC.
20 COMMERCE CROSSING, SUITE 1
INDIANAPOUS, IN 46240
TELEPHONE: (31?) 815-_
FACSIMILE: (317) 81&-ll404
.
MAGTECH
SERVICES INC
'71. ...... ....
RlRI' .-nIL. 4Il104
CI1I) ........ (I,,)....... FAX
Tho """'"lIlt. -. ..... _ and _ ..
-.....-..........-'"
::F" ~ ::-:'...- -.- ~
'" ~" -. -":: ~
oIIIIIbo "'...per..,;,llni1ar~far
~,,~~';it:_
::,~~.:= r..:..=:--
WOODLAND
SITE NO: IN-2572
1776 E. 116TH STREET
CARMEL, IN
46032
APPROVAlS
PRQjECT MMIAGER: _ DATE:_
NEXTE1.: DATE:_
IDRAWNII'I:
ICHEaCED 11'(:
RE\1SICIIIS:
CERIRAlICIII:
EJMI r
SAHI
NO:
1
2
OOE:
10127/00
07/02101
ISSUE:
SITE SKETCH
ZONING
OOE:'-...
',,-
11'(:
~T~
9 COAXIAL CABLES
FINISH GRADE
G.C. TO REFER TO 1HE LATEST ANTENNA
WORK SHEET PROVIDED f!( NEXTEl
CO....UNlCAllONS PRIOR TO BIDDING
ANO CONSTRUCTION.
">
8'
tj
tfJ'
'-..."
'''-,,-
'-..."
~
SHEET 1I11E:
SITE ELEVATION
COAX SCHEDULE,
NOTE
I~O~241
I~~ A-I
I
, I
\
\s
\
\
\
\
\
\
\
\
\
\
\
\
\
\
O~.
. ll:~\:
0:
01
o
--l---
10
L__
_lOlItE_OF-,_EI.El:IRIO\L
_ SIWL _ NJ. DErM.S _ satEIlIUS ON
lIE __ _ SI'EI:IFIClmONS PIllMIlED Br lItE_
CONTRACTOR UABIUlY :: =:..:.~~-=--~
1. 1IC _ SlWLIE LNIi"~__ ~~'=.~:=-.-
SEaRG NJ. __ _ UCDISIS, __ _ EIC. _ _ -. CONF\JC1S, EIC.
-.,. _ _ OF NJ. IUS. ',- 10 1IC OIIIIER _ _ II).
,
Z. 1IC ~ SIWL IE DI __ lIIIII NJ. _ _ IIlI1ID. 1IC EI.El:IRIO\L _ SIWL
~ _ swr. LOCM. _ 1WDW:o, NJ. 1IC _ lIE _ _ _ IlISCXNEIS.
_ _. - IIEIIIllO!l 01' CXlIIIROLS, EIC. _ NJ. _ FUIlIISIIED Br ClIIERS (F8O).
CCIIISIRUCIION 01' NJ. IIDlS _ _ SIWL IE II NJ. MSClCImD _ SIWL IE IISWl.ED _
~sr.:::..1IC,,=--::~ ~ ~ :J:D~~ISDI
~-- ",~-.:u.~~~
: ===-IISIII\/IE .'t:C::S~~~lORWlH-IIOI'
m DISIIME 01' EI.El:IRIO\L _ ELS:IIlIlIIK: ",,-
-
IlS1II :=Js - - 1ES1IIIll ELECTRICAl. ABBREVIATIONS
_ _ EI!l:IIIIeM. __ "'" A1W:HIIIlO IIU
ASSOCIA1I)N C CCINIUT"
__ _. IIC. cnr CLOSE 10 WIlL
cu:o __<UM EDISON __
EllS 00-. _IUS IWl
EllR ___
F80 FURN&IED 8'1' OTtERS '\',
:: ::,::T 1ftIRRUI'IllR,,,
.. -- "-
kW ~
--
... -
IIFR __
~---
"
c
c\
"""
'.
1IC -. NllIES _ __ ___10
_ lItE __ _ ~ Br 1IC EI!l:IIIIeM.
_ OFNJ. UIIllIl,Ilo\TERIOLS, __
__ 10 IIISWl. lItE EI!l:IIIIeM. _ CCMPLEIE DI Z.
~.:l"~~~~J:'ElIE~
ELECTRICAL - GENERAL NOTES:
1. lItE ~ __ _OI'A
==~GROIs:.~lIIIIIA
'- _ ___101IC
, _ EISlIIlICM. __.
z.,,~~~~=.:t=r
_.. ~ 1IlH1T1S_Me/0l1.
__ ON PING.
:s. lItE IlIITAUA1IClIl. _ OF CClNIlUIT _ CClIIIBIlIlNS
4. ~ ~ 1ELD'HONE~(4 ~-..s SIWL IE
f'\iC SCIIIIllU _ _ IIlI1ID.
II. NJ. fISIl SIW.L IE lOT II COIIIlUIll (I'IiC) _
II. =-~'SIWL ___EI!l:IIIIeM.
SEIMCZ _',~ CClNIlUIT _ llE1ER
_ _ _ 1HE NEIZSSoVll' _ 10 lItE
SEIMCZ _ 1IlHIl,1IC IlUIUlIIlll.
1-
, "'7](0
" .' . . I
....~~~p: ';..' I
I I
I
~I~ '.' ~~SJ:~U.r~..BM' - "
. 7, . ..' . '
"~.--,.lJT-':"~ ..:. ~ ~,~" .
'.
',.. .'
lL
ELECTRICAL - GROUNDING ROD SYSTEM
1. NJ. _ _ CClINCIIONS SIWL IE INSfMUD ..
~ _SIWL _ NJ. _10_
RODS, SPLJCES,. _ - ~ _ -
S'ISIEIIIS _ ON 1HElIE PINB. NJ. _ _
lMIERIMlI USED SIWL IE ~ _ IISWl.ED IS
PIIlllE _ACIURER'S __ _ INSTllLIA1ION
---
z. _ _ SIWL IE INSfMUD ~Y DillE
_ IJNIlIS1\.-o _ _ 10' ON _
UNIDS __
:s. _ _ _ __ SIWL IE _ COPPEIl. 12
-.SCll.Il 11IIlED __IICClIfL1ICfllllll
_ rMIIt III A _ DEPIH OF 42 INCHES. NJ.
_ EllS SIWL lIlT IE IDS"- A_
_ 01' _ IIlCHES (e").
I
I
,
o
I
-I
I
I
I
I
I
I
I
I
I
GROUNDING GENERAL NOTES
lItE GROIN)1ESr SIW.L IE _ Br A_
CHOSEN Br IUlEI. COIIIllIlICA1IO
IIlItE~_
1IC 1ISI' SIWL IE lIIIII rAl:H CROUND _ INSfMUD III
__ -. lIlT lIlT CONIIEI:Im 10 _ _
IUS, CONHECr rAl:H OF 1IC FllUR (4) _ _ 1OGDH!Il
_ _ A S'ISIEII 1ISI', M1Dl rAl:H _ IS IlIlMDUOU.Y
1ESIED.
F _ _ _ 1IS1S II EllCESS OF 211 OHIIS 0l1. -.
1IC EISlIIlICM. _ _ IESIlDIT _ 0l1. ClIINEIl'S
FELD _ SltOUUl IE _ SO 1HAT lIE
GROIN) RODS _ IE SErlO A IlEEPIIl IlEPIH UNIL 1HEY 1M
A _ Ll\IB. 0I'10ClHllS _ _DRY
._-
_J'
1HE _ IJN[ WIU. IE _ III 1HE _
POSTS _ llA1ES IS PIll _ _
POSTS SIWL 1M _ 12 SOLD 1IlND. COPI'EII
_ CONIIEI:Im 10 A Sir Br 10' SOUl COPI'EII
CIAO _ _ MICIlIS ~ IlIO lItE
_ _ -. Go1O[ POSIS SIWL 1M A
~ COPI'EII llIIOUIlIhIIIFE 10 1HE _ Go1O[
-. ML CCIlIlEl:lIONS ME 10 IE ~ _
_ lIIIII CXlI.IHlMlIAIIZ PMlT.
(E)
II. _10 __ -. 1IC EISlIIlICM. _
SIW.L CONFllllIl 10 lItE LOCAl. l/IIJ1Y ~
IllllUI.A1DIS _ SIWL GET lIE _ .- -.
_ _.. Ill. 10 _ .- rAl:H
l/IIJ1Y _ COSIS 1ICY _ --. _ SIWL
lIE INCLlIIEO DI .. BD _ COIIIIlIICY.
L 1IS1S ON 1IC _ INSWUII1IlN SIWL IE
__ II M:COIIIlMICE lIIIII _ _ GIlD
AESISLVICE 10 lHCll IT SH!U. lIlT ElCl:EED _ 01'
S_
GROUND RESISTANCE TEST
~~~ING PLAN CD
1. NJ. DEIMS _ _ II GDEM. _ lICI\Io\L
_ lIlSflOWmON _ CONS1IlUI:IION _
_ OUE 10 SIIE SPmIlC CCINIlIlIOIIS.
Z. ~~IUIIED~u:..lllP~ c:'~ RODS
IIEUlII _ -. ELmRIC llE1ER _ EXCEPIEII.
:s. NJ. __ COIIIlUCI\lRS SIWL IE '2 SOUD 1IINED COPPER.
4. _ S"ISIDl lUST IE 1ESIED _ SIWL 1M A _
OF S ClHIIS 0l1. LESS SUIIfi All _ FNJ. PlJIDIIW. 1ES1IIIll
REPCRT.
II. NlIIIFY PRCWECr -. F 1IIERE Nl[ _
DlFFlCULlES DlSTAWNll __ S'ISIEII DIE
10 SIIE SOL CCINIlIlIOIIS.
II. CHEIICM. _ SIWL IE laT. CHEIHIllD
0l1. _ _ WHEII RElIUIlED.
7. NJ. UIIIlUlCIIOl.Nl _ CIllNNEI:IllRS Nl[ 10 IE CAOIIElllED
_ _ __ SIWL IE EIIlER OOIELO 0l1. __
IS_ON_
II. NJ. _ lIlSflOWmON IS 10 lIE II _ lIIIII1IC
~___Br
.. _ Nl[ 10 IE INSTAWD A IIIIIIUII 01' 2'-0" _ SHEIlDl 0l1.
-.
10. ClA1t __ Fl!X COIINEI:IllR:
~~f:l~_~~Fl!X-
-
S'/SIDI, UIUSS _
~~~~
rL& Bi~",~
~~~~
AGMGT _ ~
GROUNDING LEGEND
NOlES:
:;~=-=~ ~X
UIUSS ll1HEMISE N01ED. 0l1. IS
_ BY 1IC FIELD ENGIIlEER.
SYMBOL
DESCRIPTION
;t
~
~
etr . lft-o" _ OR SDIIIUlIS lITED.
---
____WEU.
_-.o(~
u-'~CW-
--
fDICI: .....
--
_ EIICIIlIC
--
-0-
CONTRAcroR TO CONTACT LU.P .P.S.
PRIOR TO CONSTRUCTION START
1-800-382-5544
---
1-800-428-5200
Rl:ClIU.I_,,_
.
AI
00
lIE
ur
ELECTRICAL WIRING AND RACEWAYS
1. NJ. _ 01' NJ. .... lIUSI" IE INSfMUD II CClNIlUIT.
___Ol1.APPRlMDBrlltE
EISlIIlICM._
NJ. _ SIW.L IE COPI'EII TII'E _ _ II
M:COIIIlMICE lIIIIIlItE (NEe) _ EISlIIlICM. COOE
0l1. IS _ ON PINB.
:s. ==~~~~:.:.
EISlIIlICM. COOE _ _ _ ON PING.
NJ._SlWLIE__lO~
4. =='u=.:'c:f-~~-=
FIlR~OI'___
II. 1HE _ _ _ INSTllLIA1ION SIWL IE
GROUNIlEIl -.m.y _ EFFD:IMI.Y II __
WIIH ARIICl.E 2110 01' 1HE (IG) _ EISlIIlICM.'COOES.
II. lItE _ SIWL IE _ 1HAT NJ. srm: _
LOCAl. COOES SIWL N'P\.Y 10 1MB 1IISDIWlIIOII_
IlUSlIIE _ 10.
GENERAL NOTES
!lID
-
-.
P8
PH
-
-
-
m:
v
" .
'Ml
..,
IIlUllID
_ CROUIII .. IWl
_ELECIIlIC COOE
PUll. _
-(.)
-.
__SImCClNllUlT
S1IIQl
1ELD'HONE ..- _
WLlS
-
--
--
COMMUNlCAnONS. 1Me.
20 COMMERCE CROSSING. SURE 1
INDIANAPOLIS. IN 48240
TELEPHONE: (317) 815-6448
FACSIMILE: (317) 815-8404
.
MAGTECH
SERVICES INC
171. ....,.,. _
RIll' --... .....
(all) ___. (110) ----
lilt - -. ...... _ and _ CD
_-;;;'iii,_...tllo~..
=:--:: :-:'tIlIo....... ~
:...~~~ri"":~1Gr
~-:-~_tIlo,;~_
ohaI be .....- II> ,_ =.._
and_IIl_....tIDproJooI.
WOODLAND
SITE NO: IN.2572
1776 E.116TH STREET
CARMEL, IN
46032
APPROVALS
PROJECT IWlAGER: _ ~TE:_
Noon: ~TE:_
10000000BY:
I CltECKm BY:
EJMI
SAHI
GROUND GENERAL NOTES
1. NJ. ~ CClNllEI:IIOIIS ON __ SUAFlaS
SIW.L IE ~ _Y _ CXMRED lIIIII_
~ __ ~ GMlIIIE _ _ (0l1.
Z. NJ. EISlIIlICM. _ __ CROUIII CClIlIECIIONS
WIU. 1M NO __ __ -.ED 10
~
:s. lIE _ smDI SIWL IE 1ESIED IS _ II
lIE _ IIESISTNlCE 1m
4. NJ. _ _ _ II CENIlW. _ _
_ .wIA1IllN _ CONS1IlUI:IION _ _
IlUE 10 1IC SPmFIC SIIE CCINIlIlIOIIS.
II. NJ.___lllPOF_RODS
RWL IE lURED 10 A _ IlEPIH OF 4Z" IIEUlII
_ -. EImIRIC lIEIEIl _ EllClIIllEIl.
II. NJ. _ CONIlUC1IlRS SIWL IE 12 SOUD _
COPPEIl. _ __
7. _ GROUNIlS SIWL IE laT. _ 0l1.-'
-
II. NJ. _ _M.lA1ION IS 10 IE II __
M1HIIlIIllRIlIARM_COPYlOIEPRlMlEDBr_
.. CONIlUC1IlRS _ 10 IE INSWliD A _ OF r~ .-
SHEIJEIl _ 1llWEJI.
'.
NO:
1
2
OOE:
10127/00
07/02101
ISSUE:
Sm: SKETCH
ZONING
UTILITIES GENERAL NOTES
~ U1UIY ~,,_ __ 11IA1EIUIS _ _ _ ell
___ lILT. _IY lIE U1UIY __ MIl
_AIl__lILY.
2. _ 8WL _lE... U1IIIY _ AIl_ _ EXM:T
_ 11IA1EIUIS ~ __Ill U1IIIY_1IIft
PUlIS _ __ lILY. __ 8WL __1IISWl.
IIU. _ PIlL ... CMU!l. PW-. aH:IIE1E _"
_ " _~ __ PMI, _ PIlI -.
_ ~ PAY IIU. U1Il1Y _ FIlS __IIU.
~._,,-.
;\ U1UIY_
e!!!!!!.
-
---(3n)-
IlIIeIIK
MlEIIIEDI
S1l'C _ - (317)--
REVISIlNS: OOE: BY:
'"
"'.
"
callFICAlION:
~
SlEET 1IlI.E:
GROUNDING PLAN
AND NOTES
I~O~241
r- E-l
3 TON AC
UNIT
l!!iiiJ
3 TON AC
UNIT
20'-8"
20'-0"
c
12 HOLE WAVE GUIDE PORT
1/4" X 4" X 20" GROUND BAR
f OF W/G
y- '/2-
I PEN.
555
===
3 TON AC UNIT
~
,
~
.I
0>
,
'"
~
'-
"-
~
",-
"-
"'-,
"
"
""
''-,
"'-,
"
"
c
EXTERIOR SHELTER SURFACE:
SHELTER SURFACE IS OF WASHED
PEBBLES OF BROWN/TAN COLOR.
~~I~~HfiMITS: 0.39 FOOT CANDLE
1'tPE AND SIZE Of FIXlURE: KDW.l 3636. 100WATT INCANDESCENT BUlB
COMIIUNlCA11ONS, 'NC.
20 COMIIERCE CROSSING. SUITE 1
INDIANAPOLIS. IN 46240
lUEPHONE: (317) 81~_
fACSIMILE: (317) 815-8404
"
MAGTECH
SERVICES INC
t710""" ....
.... ...... .....
(Z10l ___. (Z11) __ ...
lIIo __ -. ..... _ and _ .
_..til_........._III
~-= ::-:1t..-~-=
~'\, ~ -. :;..: lor
~III ~n:_
::.~::.'t' .:..: :r1lilor..=-
WOODLAND
SITE NO: IN-2572
1776 E. 116TH STREET
CARMEL, IN
46032
APPROVAlS
PROJECT lWlAGER: _ DATE:_
NEXTEL: DATE:_
10RAlIN BY:
ICHECKED BY:
EJMI
SAM I
r SERVICE ENTRANCE
YGEIlERAroR ..."""'"
~ I \4" PVC TELCO ENTRY
33 5 '6- I \
60-
ELEVA TlON A
3 TON AC UNIT
~
f. EPS _ _ IS U$fFD RI H41'E' A FIAMEJSPrlE"N)
OF Z5 OR USS NID _ llE1IEUII'fP OF 450 OR USS
WffN A _ THICKNESS OF 2 INCHES AT fPCF DEIISIfY.
PQUISOCY_lE" FOAM _ HAS BEEN TESfEI) RI A
_ THICKNESS OF :s INCHES AT f./IPCF DEN5IfY NID HAS
A FIAMEJSPrlE"N) OF Z5 NID A _ PROD/JCEI) OF ..JII5.
2. NffRIOR IWIElJIIG IS /JSfED RI H41'E' A FIAMEJSPrlE"N)
OF 200 OR lESS.
.1 7HIS SHELTFR IS ClASS'II'B AS USE GROUP a 7lI"E IV
CON5TIIUCf1ON f~fellf I/Ill;; USE GROUP a 7lI"E If lJNP
CON5TIIUCf1ON f fellf SBC; NID IS IN COMI'lJNK% WffN flN1ll/
fellf l1li<<:, flN1ll/f.f SIIC NID fgg;s HEr:. otJMP/JE:S WffN f/193
BOCA H4_ IiUtw1NG CODE NID fl1f1O BOCA M!l:H4NlC4L COllE
4.. IN CCIIPUIWCE WffN NEW rtMIl' STAlE" /IN/FORM FIRE PREVENf10N
NID BIJ/lJJINt: CODE f_ trJf1fON AS NIDIDED WffN fl92
5VI'PlEJIENfS. ALSO IN CCIIPUIWCE WffN ~ CODE OF
THE CIfY OF NEW rtMIl' - f_
6. DESIGN CIIIJE"RfA:
ROOF 1M LOAD - RU
ROOF PANEl DE1ID LOAD - I1POL
IIIU. PANEl DE1ID LOAD - II'I'DI.
FI.J)()R PANEl DE1ID LOAD - FPOI.
_ \IELOCI1Y - IW
_ LOAD _ -1IlH
_ LOAD lEImC4L - Ill"
SEISIIIC ZONE - sz
II. BIJ/lJJINt: IIfLL BE PlACED ON A stAB OR _ siAM
FOUNDATION flY Q.c.
7. SHELTFR F~' - _ PSI . 2/1 1I41S
.. ~ N'PlJMICES PER .lfCA SPEl:II'lC4_ REnR RI
/fDI LIST FOR lEA -. MJIIBER$.
11' 8"
11'-0"
D
NO: 001:: ISSlJE:
1 10127/00 SITE SKETCH
2 07I02I01 ZONING
REVISIONS: OOE: BY:
'\
'-
"
'""
"
~ ~"
,
C> ,
;.'.~
- -
Slm11llE:
SHELTER ELEVATIONS
I~m'
020.0241
I~~ E-2
92-
[ . . :~~o.nua_
f OF W/G
~ 1/2-
I PEN.
ELEVA TlON C
DOOR
CANOPY
PULL HANDLE
DEAD BOLT
T LATCH HOOK
T-LATCH
KEEPER
GENERATOR
RECEPTACLE
DOOR STOP
ELEVA TION B
~
3 TON AC
UNIT
Q~~
GUIDE PORT
30A Ale
DISCONNECT
~GFCI
RECEPTACLE
f OF W/G
~ '/2-
I PEN.
~
INSTALL 3/4" CAP ON
WHEN DISCONNECT IS
NOT INSTALLED.
ELEVA TlON D
~
20"
i~ '
1NStJIA7OR
.
COPPER GROUND BAR f,f:;':::
1
20'-0.
240.
1
OPTIONAL
WAVEGUIDE PORT
3 TON AC UNIT
OPTIONAL
WAVEGUIDE PORT
OOOR
OPTIONAL
WAVEGUIDE PORT
INTERIOR 1/4"X4"X20"
GROUND BAR
12 HOLE
WAVEGUIDE PORT
EXTERIOR
1/4"X4"X20"
G~OUND BAR
3/4"X4'X4' TELCO BOARD
66 BLOCK
200A FUSIBLE DISCONNECT
200A MANUAl TRANSFER
FLOOR PLAN
'~
c'
c'
GENERAL ELECTRICAL NO"fE;S
PlAlE 3/1S" x 8" x 1'-2 1/2" GALVANIZED
BENT STm. PlAlE WITH PRE-PUNCH
FOR ANTENNA IoIOUNTlNG BOLTS
SUBlllTTAl Of' BID INIlIrAlES CONIRACIllR IS COGNIZANT ~AlL JOB SItE
CONDIIIONS AND WORK 10 BE PERFllRIlED UNDER 1HIS CONTRACT.
,
2 CONIRAClllR SHAll PERFORII AlL VERlFlCA1ION OBSERVA1ION 1ESlS, ,AND EXAIIINA1ION
WORK PRIOR 10 THE ORDERING Of' THE ELECIRICAl. EQUIPIIENT AND 1HE IClI.W.
CONSIR\JCllON. CQNIRAC1llR SHIII.L ISSUE A WRITTEN NOTICE Of' AlL ANDINGs 10
THE ARCHIIECT USI1NG AlL IIALFUNCTIllNS. FAlJl.1Y EQUIPIIENT AND IlISCREPAHCIES.
3 IlEIGIflS SHAll BE VERIFIED WITH OWNER PRIOR 10 INSTAUATION. ',,- '"
4 THESE PlANS ARE DlAGRAMIIAlIC ONlY, FllU.OW AS CLOSELY AS POSSIBlE. '
5 001 OONDUCJ'OR Of' E.VERI' SYSlEII SHAll BE I'ERllANENTLY TAGGED IN 001
PANELIllWlD, PUUBOX. HlOX, SWIlCII BOX. ElC.. IN COIIPLW<<:E WITH
OCCUPA1IONAI.. SAFElY AND H[Al.lH ICf (OSHA)
6 CONTRACIllR SHAll PRlMDE AlL IAIlOR. 1IA1ERIALS, INSURANCE, EQUIPIIENT, INSTALlA1ION,
CONS1RUCIION TOOlS. 'IRANSPORfA1ION, ElC-, FOR A COIIPlEIE AND PROPERLY 0PERAlM:
SYSlEI/ ENERGIZED 1HROUGHOUT AND AS INDICAlED ON DRAWIHGS. AS SPECIFIED HEREIN
AND/OR AS OIHERWISE REQUIRED.
7 AlL 1IA1ERW.S AND EQUIPIIENT SHIII.L BE NEW AND IN PERFECT 00NIlI00N WHEN
INSTAllED AND SHAll BE Of' THE BEST GRADE AND Of' THE !WIE IlANUFACI\/RER
1HROUGHOUT FOR 001 ClASS OR GROUP Of' EQUIPIIENT. 1IA1ERW.S SHAll BE USlED
AND APPRO't'ED '" lJNDERWRllER'S IJ.8ORATOR'( AND SHAll B[AR THE INSPEC110N IAIlEL
".r WHERE SUBJECr 10 SUCH APPRllYAL IIATERIALS SHAI.1 MEET WITH APPROVAl OF
1HE DMSION OF INDUSIRIAL SAFElY AND AU. GO\IERNING IIOIlIES HAVING
JURISOICIIOIl 1IA1ERW.S SHIII.L BE IlANUFACIIJRED IN ACCORIlANCE WITH APPUCAIll.E
STANDARDS ESTABUSHED '" ANSI, NElIA AND NIlFU.
8 AU. OONDUIJ' INSTAllED IIAY BE SURFACE IIOUNI'ED UNlESS OIHERWISE NDlDl.
9 CONTRACIllR SHAll CARRY OUT HIS WORK IN ACCORIlANCE WITH AU. GCl\'ERNlNG STAlE.
COUN1Y AND LOCAl CODES AND C!.5.HA
PRE-DRIll. 0.134"'
HDU:s (rOTA!. OF 4)
PRO\IIDE 1 1/2" DIAMETER HOLE
IN STm. PU\1E FOR COAXIAL
ANTENNA CAIILE PASS lHRU.
(ANTENNA CONTR. SHALL OBTAIN
1EMPLAlE FROM AN1ENNA Mm)
"- 3/8" DIAIlETER "U" BOLT
umALLED B'f GENERAL
CONIRACl'llR
I' DIAMETER [J.IJ..>
....flAt!...
10 CONIRAClllR SIWl SECURE AU. NECESSAR\' ElECIRICAI. PERIIIIS AND PAY AU. REQUIRED FEES.
NEXIEl 10 PROWlE THE BUIUlING PERUIT.
COIIPlEIE JOB SHAI.1 BE GUARAN1EEIl FOR A PERIOD OF ONE (1) YEAR AFlER 1HE
MTE OF JOB ACCEPI'ANCE '" OWNER. Nf1 WORK. IIATERlAl oR EQUIPIIENT FOUND 10
BE FAlJl.1Y DURING tHAT PERIOD SHIII.L BE CORRECIED AT ONCE. UPON WRITTEN
1lO1\FlCA1ION, AT THE EXPENSE OF lHE CONIRACIOR.
12 AU. CONDUIT ONlY (e.o.) SHIII.L HAVE A PIll WIRE OR ROPE.
13 PRlMDE PROJECI' MANAGER WITH ONE SET Of' COlIPl.ETE ElECIRICAI. "AS INSTAllED" IlRAWIHGS
AT THE COIIPI.E11ON Of' THE JOB, SHOWING IClI.W. OOIENSIONS. ROUTINGS, AND ClRCUIlS.
14 AU. IlROCIWRES, 0PERA1ING 1lANLW..S. C\TALOGS. SHOP DRAWINGS, ElC- SIWl BE
1URNED elVER 10 OWNER AT JOB COUPLEIIlN.
15 USE T-TAP CONNECTIONS ON AU. lIUlTI-CIRQJITS WITH COIIIlON NEIIlRAl OONDUCJ'OR
FOR UGKllIlG FIlCIURE.
16 AU. 00NIlUCT0RS SHIII.L BE COPPER.
17 AU. CIRCUIT BRrAKERS, FUSES AND ElECIRICAI. EQUIPIIENT SHAll HAVE AN
INIERR\JPIING RATING NlJI' USS THE IIAlCIII\JII SHORT CIRCUIT CURRENT 10 WHICH
1HE.Y IIAY BE SUBJECIED. AND A lIlNIII\JII Of' 10,ODD ALe.
18 THE EN11RE ElECIRICAI. INSTALlA1ION SHAll BE GROUNDED AS REQUIRED '" AU. APPUCAIll.E CODES
19 PAlCH, REPAIR AND PAINT Nf1 MfA tHAT HAS BEEN IlAIIAGED IN THE COURSE OF THE
ElECIRICAI. WORK.
11
GPS ANTENNA WIlH L SHAPED
IIOUNTINC IIRAClCEI'
FURNISHED BY NEXTEL
ok INSTALL BY ANTENNA CONlRACI'OR
~ Jf"GPSIlIA.~ CHIlE
1-3/4" 0.0. . 3'-2" LONG GALVANIZED
STttL PIPE W/eN' ON TOP SUPPUEO B'f NEXTU
ok INSTALLED BY CONlRACI'OR
1/2' 1M FSJ ANTENNA CAII1E .JUMPER
1/2" IlIA. COAlCIAL CAII1E IlOUNTINQ
KIT 0 3'-0" I' -S" O.c. (~ VERTICAL
(COIIIISCOPE COAlCIAL CHiLE) SUPPUEO
ok INSTALL BY CONlRACI'OR (2 ea.)
COAlCIAL CAII1E, 1/2"
CADWELD CONNECTION (tYPE VS)
, 2 NIIC SOUD lllNO BARE COPPER COHDUCTOR
tNcAsEO IN 1/2" 1M x : S'-S" LONG P'IC
PIPE SECURED ON EXTERIOR WALL WIlH
"C" CLAIIPS (TOP ok 8OT1OII)
.... ...-
-;~CADWEl.D CONNECTION (tYPE-TA)
ElCIERIOR IW..O GROUND RING
(j)GPS ANTENNA MOUNTING DETAIL
IUS.
20 IN DRIUING HOlES INfO CONCRElE WHETHER FOR FASlENING OR ANCHORING PIIRPOSES,
OR PENElRAllONS 1IlROUGH THE FlOOR FOR OONDUlT RUNS,M PIPE RUNS, ElC-, IT
IIUST BE arARLY UNDERSTOOD tHAT TENDONS AND/OR REINFORCING stm WII.1 NOT
BE DRIlLED INfO, CUT OR IlAIIAGED UNDER ANY ClRCUIISTANCES.
LOCA1ION OF TENDONS ANDIOR REINFORCING stm ARE NlJI' DEFlNllELY KNOWN AND 1HEREFORE
II\JST BE srARCHED FOR r/r APPROPRIATE IIEIHODS AND EQUIPIIENT VIA X-RAY OR OTHER
IlE't'ICES tHAT CAN ACCURATELY LOCATE THE REINFORCING AND/OR stm 1ENIlONS.
22 PENElRA1IONS IN FIRE RAlED WAI.LS SHAll BE FIRE STOPPED IN ACCORIIANCE M1H
SECIIllN No. 4J05 AND No. 4304 OF THE u.ae.
26 WIRE AND CABLE CONDUCTORS SHAll BE COPPER "2 AWG IIINI1IUII UNlESS
SPEClFICAU.Y NDlDl atHERWISE ON DRAWIIIGS.
27 GROUNDING CONDUCTORS SHIII.L BE SOUD TINNED COPPER AND ANNrAlED '2.
28 GROUND RODS SHIII.L BE COPPER ClAD STm. 5/8" ROUND AND 10' LONG. COPPERWElD
OR APPRO't'ED EQUAL
29 IIEIER SOCKEJ' AIIPERES, WLTAGE, NUII8ER OF PHASES SHAll BE AS NlJI'ED ON THE
DRAWINGS. IIANlIFACIIJRED BY SQUARE D COIIPANY OR APPROVED EQUAL
3D AlL 1IA1ERW.S SHIII.L BE U.L USlED.
31 OONDUlT:
a. RIGID CONDUIT SHIII.L BE U.L IAIlEL GALVANIZED ZINC COATED WITH ZINC INIERIOR AND SHAI.1
, BE USED WHEN INSTAllED IN OR UNDER CONCRElE Sl.AIlSJN CONTICf WITH THE EARIH,
, , UNDER PUBUC ROADWA'YS, IN IIASONRY WAI.LS OR EXPOSED ON BUllIlIIIG EXIERIOlt RIGID
',,= IN CONTICf WITH E'ARIH SHAll BE 1/2 lAPPED WRAPPED WI1H IWNIS WRAP
NO. 3.
,
b. ElEClRICAlIlETAWC 1IJ8ING SIWl. HAVE U.L IA8El. FITTINGS SHAI.1 BE
GIAND'RING COIIPRESSION 1YPE. EIIT SHIII.L BE USED ONlY FOR INIERIOR RUNS.
"-
c. FlEXJIlll IIETAWC CONDUIT SHAll HAVE U.L USlED IAIlEl AND IIAY BE USED
WHERE PERIII11ED BY CODE. FJrnNCS SHAll BE "JAKE" OR "SllUEEZE" 1YPE,
SrAL 1lGIfT FI.EXIIllE CONDUIT. AU. CONDUIT IN EXCESS Of' SIX FEET IN
lENGIH SHAll. HAVE RlLL SIZE GROUND WIRE.
"
d. CONDUIT RUNS IIAY BE SURFACE IIOUNI'ED IN CEWNGS OR WAI.LS UNLESS
INIlIrAlED OIHERWISE. CONDUIT INIlIrAlED SHAI.1 RUN PARAlW.. OR Iif RIGIfT
ANGlES 10 CEIIJNG, FlOOR OR IlE'AIIS. VERIfY EXACJ' ROUTING OF AU. EXPOSED
CONDUIT WITH ARCHIlECr PRIOR 10 INSTAlLING.
.. AlL UNDERGROUND OONDUIT swU BE P'>'C SCHEDUl[ 40 (UNlESS NDlDl
OIHERWISE) AT A IIINI1IUII DEPTH Of'24" BELOW GRADE.
J2 AlL EI..ECIRlCAl EQUIPIIENT SHAI.1 BE lABELED WITH PERllANENT ENGRAVED PlAS1IC lABElS.
JJ COORDlIlAlE THE EI..ECIRlCAl SERVICE WITH THE UTIUlY COMPNf1.
J4 GROUNDING SYSlEI/ RESISTANCE SHIII.L NlJI' EXCEED 5'0HIIS. IF 1HE RESISTANCE
VAllIE IS EXCEEDED. NaIIFY THE OWNER FOR FURIHER INSIRUCllON ON IIElHODS FOR
REDUCING THE RESISTANCE VAlUE. SU8IIIT TEST REPORlS 'AND FURNISH 10 SIIART SUR
ONE COIIPlElE SET OF PRINlS SHOWING "INSTAllED WORK". ",,-
"
J5 UPON COIIPlEI1ON Of' WORK. 00NDlJCl' CONTINUITY, SHORT CIRCUIT, AND FAU. POlENTAIl
GROUNDING 1ESIS FOR APPROVAL SU8IIIT TEST REPORlS 10 PROJECI' IIAN100l
ClEAN PREIIISES Of' AU. DEBRES RESUl1lNG FROII WORK AND lEAVE WORK IN
A COIIPlE1E AND UNDAIIf4lED COND/TION.'.
"
J6 CQNIRAC1llR 10 COORDINAlE WITH UTIUlY COMPANY FOR OONNECIION OF 1EIIPORARY
AND PERIIANENT POWER 10 THE SI1E. THE 1EIIPORARY POWER AND AU. HllOKIJP--COSlS
10 BE PAID '" CONIRACIOR. ,,- . -
21
CONTRAcroR TO CONTACT LU.P .P.S.
PRIOR TO CONSTRUcnON START
1-800-382-5544
---
1-800-428-5200
... .... ~ ,. ....
NEIlS
COMMUNICATIONS, 1Nc.
COMMERCE CROSSING, SUITE 1
INOlANAPOUS, IN 48240
TUEPHONE: (31?) 815-8448
F'ACSIlIILE: (317) 815-8404
.
MAGTECH
SERVICES INC
171"""'" _
RIIII' ...... ....
1l11l-, (1'''___
WOODLAND
SITE NO: IN.2572
1776 E. 116TH STREET
CARMEL, IN
46032
APPROVALS
PROJECT IoIANAGER: _ OATE:_
NEXTEL: OATE:_
I_IJI':
1CHEa<ED Br:
EJMI
SAHI
NO: OOE: ISSIJ[:
1 1GmlOO SITE SKETCH
2 07102101 ZONING
Rt\'ISIIlNS: OOE: '\
Br:
tallFIC\llON:
SIET 1IIlE:
ELECTRICAL NOTES
ANTENNA ELEVATIONS
1~0~241
I"" - E-3
~---
---.
SIWL BE '2 - PCIII'
4. DIo\. _ lIS Pal
IIICIlllFI.ECI' IIOD. NO.
.ll'. OR lIS _
III' -. INSDIUm III'
--
SEE DETM.-A.
NOI'E: MINIMUM SEPAM . IIEIWEEN 1HE
1WO GPS ANlENNAS SIWJ. 1IE '0.0' IIIN.
"~
COAXW. NflEMM CASU: 1'/P[. SIZE, U!NaIHs
VMY BY SItE. INSrAI.l.Dl BY'c.c.
II1CROf1.Et:I' WAYEllUIDE EHTRI'
INSTAUDl BY GEN. COIITRN;1OR.
SEE PIAH SHf. E-l FOR 1.OCA1lON
CClNl1W:IOR 10 _
CORIlECI' -. CMU
SIZE _ IIIN. BEIIl IWlIlS
IlElIUIREIIEIlI FOR _
'" FBlEIIIlND SHELlDI
~'!Fl "-II 1/r
,
"-
~
~
'~
I.' PVC WALL SI.EE1IE
HOUSING 1HE CONDUClllR
FROII 1HE INTERIOR
IIASTER GROUND 11M
-
1ES1' lIEU.
5/r . '0'-0" COI'PEIl CUD
GIlllUND _ 4r _ F1NISHED
=-~..:rsin.
E-1), INSDIUm III' o.c.
~ COIINECIIOIl1'll'E-Gr
l l
0TOWER GROUNDING DETAIL
N.Ts.
,:;'1/)-
2 IIiIIC SOlID 1NND _} n
COPPER GROUND WIRE U
c:NlWELD TYPE GI'
"-
10.. PVC GROUND 'lEST WEU.
WI C/II'. SEE DETM. 7 ON I
1HIS IWlE. 1WO WELLS REQUIRED.
ONE I.OCAlID BELOW '!)IE EGB
EXPOSING ~ FROII 1HE 1GB
CONllUCIOR CSHllWN). SEE~ E-'
FOR 1.OCA1lOIi Of' stcOND ww..
"
1HIS IS A 1'IPIC:H. DEl'AlL: \IERIFY GPS AND WA\IEllUlDE EHTRI' I.OCA1IONS ON sitm A-l
2 IIiIIC, -. 1NND, SOlID
COPPER WIRE 105/r . 10'-0" LONG
COPPER CUD 51EEl GROUND RODS
42" BELOW FINISHED GRADE INSTAUDl
BY GEN. COIITRN;1OR.
1O__ORllIT_
_ llHERE N'I'IJe.\Rr. SEE SHEEr
E-' FOR ~
NOI'E:
(2)TYPICAL GROUNDING DETAa
us.
1_11..
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1''''1/4' 1...1/4.
-1 ~,
-
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__ SDL llU. ..... WH II _ CMllIC lIS
_ III' -. EIIIlIlIC III _ 10.
AI. _ _ _ _ __ BE PUCID
lIl_llPOFlIC__OF__
OF 1IC CMU _ _ _ OF 1IC CMU _
05_111'__
llU. _ CMIE _1IC _ _ -... BE
PER 1IC - III 10-1. 1IC - CMIE -W
I-GPll. ,__ _ _ lIPS _ _ _ _ SHIll. IE 1 sa:
___ _BII_RlRClMX1'Il'ENIlRlR
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o
T
IWlGER GROUIlIl!!!!! MI..I!!.!442OCT
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(TYPE - W)
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-~
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CAOIIEUI
ClINNECIlDII
(TYPE - 'fA)
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_ llEUI (MLOW FOR
_ _> CMU III' o.c.
--
W~=-
--
---
USED SHIll. IE _
WH ~ IIZI7
--
TYPICAL GROUND
(i)GATEDETAIL
GROUND BUS BAR
GJETAIL -(TGB)
IIIIIl...
RF_IOIE_
(}fETAIL
N.T.s.
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~~~~
N.T,s.
N.Ts.
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---
TYPE YS TYPE \IN TYPE W TYPE GY
ClIIU UP _ AT ~ 10 _ ClIIU UP 10 _ -. ClIIU 1IIIIUlIII CMID 10 lIE "
-. S1ID.llIIFME.. -. S1ID.llIIFME.. 10 -. SlID.llIIFME ___
~~-:i~~
TYPE GT TYPE XB TYPE HS TYPE NC
_ ClIIU 10 llI''' _" _ CMI.IS _ ClIIU UP 10 _ MIl UP CMID 10
__ _ UI'I'ED MDIIIJI CUI _ S1ID.llIIFME.. __
1ft. ClIIU IfF llIIFME.
f;0CADWELD DETAILS
\.J N.Ts.
TYPE GR
CMI[ UP 10 llI'''
--
N.T.s.
J
CONTRACTOR TO CONTACI'LU.P .P.S.
PRIOR TO CONSTRUCDON START
1-800-382-5544
---
1-800-428-5200
_aua___
IDlE: _ -... lI!LLS PER snr. _ _ 10
THE EXlIRIW. _ 1M. lIE IHT. E-I RlR UlC:oVDB.
TYPE TA
lEE "_RIll MIl
llP_
TYPICAL BUILDING
0GROUND DETAIL us.
TYPICAL INSPECTION
(!)WELLDETAIL
N.T,s.
COIIIIUNICA1IONS. INC.
COMMERCE CR05SINO. sum: 1
INDIANAPOI.IS. IN 46240
mEPHlINE: (31?) 81_
FACSlIlII.E: (~17) 815-8404
.
MAGTECH
SERVICES INC
ma__
PIIIr...... ~
(111)-. (111)--....
.......... .... .... _ and _ CD
_..lIlIe_......._'"
~=-:'lIlIe__~-=
:...lIitbo~'="-~~f<<
C1W_- _...~
__diiiiiiBii=1Dc.11It_
::.1=:..a:' .:.: =,"tIIIoor..=-
WOODLAND
SITE NO: IN-2572
1776 E.116TH STREET
CARMEL, IN
46032
APPROVALS
PROJECT IIANAGER: _ D.\TE:_
NEXlEl: D.\TE:_
IDIlAIIN III':
ICHECKED III':
EJMI
SAHI
NO: DUE: ISSU[:
1 10J271OO Sm: SKETCH
2 07/02101 ZONING
"'-,
RD1SIlIIS:
DUE:. BY:
".
.,
,
~"
.''',,-
~
.~
SlEET TIllE:
ELECTRICAL
GROUNDING
DETAILS
I~O~241
1- - E-4
C'
.'
.
f
.HlZII:
THE GENElW. CONTRACTOR SHALL INSI'ALL P't'C
COHDUnS IN ~ OF' RGS CONDUIT WHERE
APPUCA8I.E FOR THE TEU:PHONE AND
ELECTRlCAI. SERVICE INSI'AUA1ION.
,
'\
"-
I =~OON OF ~YN SOOE ~ I
SEE SHEET E-2 "
"
S" OF" ACGREGAlE
WARNING TAPE
--UNEXCAVATED MATERIAL NOr
TO BE REMlNED FROM Sl1E
COMPACTED FlU. (llOll) OR Ni
PER UTIUTY CO. REQUIREMENlS.
TRENCH
SAND
TELEPHONE CONOUIT WHERE
APPUCA8I.E 4"f(\'ARIES).
ELECTRlCAI. CONOUIT WHERE
APPUCA8I.E 4"f(\'ARIES).
~
SURGE ARRESTOR KEV NOTES
1. SURGE ARRESTOR SUPPLIED
Il'f NEXlD. INSTALLED Il'f I'1lIREIIOND.
2. lIANUAI. TRANSI'ER swm:H
INSI'ALLED Il'f FlBREBOND.
N
Ii
gllUl10N
N
c
,
~
GROUND
DlSlRIBUTION
TRANSFORMER
rslrRri~
@OINT UTILITY TRENCH DETAIL
us
CONTRACJ"OR 1'0 CONTACf LU.P.P.s.
PRIOR 1'0 CONSTRUCTION START
l-8OD-382-5544
--...
l-lIOD-428-52DD
"QIU.I_0I1_
@OSLYN ~G DIAG~s.
lELCO CABlE TO USE IS "ICKY PiC" CABLE. ESSEX CATALOG 'DB6P24AL8951<ESS.
G.C. TO INSTAll 2 CABlES, PUNCH DOWN INSIDE OF EQUIPUOO TO NEW 66 BLOCK
(DON" USE THE ONES FOR THE AlARM TERMINATIONS) AND TO ANOTHER
66 BlOCK INSIDE EITHER THE lELCO NIU BOX OR A WEATHER PROOF BOX MOUNTED
TO THE NIU BOX, WITH A PATH TO THE N1U TO GET TO THE SMART JACK.
~ RECEPTACLE
AJH2OD34-2DDRS
'\
"
PRO\/IDE CONOUIT
THRU WALL
OF' ENCLOSURE. TTC
INSTALL FlE:XI8LE P't'C
CONOUIT IN A lIANNER TO
AUOW FOR I'OSSlIlU:
IIUIUlING SHIfT OF' 4":1:
F"lNISHED GRADE
'T
T
..
FIELD VERIfY
TEU:PHONE SERVICE
CONDUIT SIZE.
(SCHED. 40 P't'C)
~
"
GTELEPHONE CONDUIT DETAIL
" ~ts.
'\
NOTE: ,DOOR MICROSWITCH IS WIRED
FOR A NORlIAI..l.Y OPEN DOOR. WHEN
~ IS CLOSED CIRCUIT IS CLOSED.
~
COIoIIIUNICA1IONS. INC.
COMMERCE CROSSINC. SUITE 1
INIllANAPOl.IS. IN 48240
1D.EPHllNE: (31 n 815-8448
F"ACSIIIU: ()17) 815-8404
.
MAGTECH
SERVICES INC
tno _____
..... ....... ...
CIII) ........ (a11)........ FAX
11lo-ldoat,"""'- ___..
_~_~h~"
::m' ~::- :'liiio-;- ...::.-=
..r;jltldoat,__"'_
_be ",,,,,Pft!I!i;IInil...__,.,
~~~~b:C.~_
='.1:'~':'= =,"liiio ~
WOODLAND
SITE NO: IN.2572
1776 E.116TH STREET
CARMEL, IN
46032
APPROVALS
PROJECT IWlAGER: _ DATE:_
NEXTEl: DATE:_
IORAWN Br:
ICHECKED 8'(;
EJMI
8AHI
~'
SNOKE
DETECTOR
(RED)
(BU<)
"
" , LOWMAlf:P
'- SET
",W
"'.
'"
~
'"
C
NC
. ND
C
NC
. NO
(iJOWER FAILURE ALARM RELAY SCHEMATIC
us
"-ClLV-.:MUIl__
NO: Dm: ISSUE:
1 10127/00 81M 8KETCH
2 07I02I01 ZONING
RE\1SIlNS:
Dm:~
'"
~
Br:
WP-llClA,2P
~
PANa
A
20ClA
II.LO.
~ 1RANSf'ER
SWITCH
HVAC
~~~ruclt M&.
REST OF ELECTRICAl. RUN Il'f
C1NERGY, SEE UTIUTY CO. FOR REOUIREIIENlS
0LECTRICAL SERVICE - DISTRIBUTION SYS~~
CSIlFICAlION:
~
SlEET 1IllE:
ELECTRICAL
DIAGRAMS c!c
DETAILS
I~O~241
I"".... E- 5
~ >-
;~~~
~~i~
15fa~~-
o~.p.;z
"';:)1IIll:'"
~~~uj5
~,e:......d l!5
-
NEU
KEYWAY
yL1
~
'GRD
c'
~ J_____ L1
---- -
I
____~L2
I I
-="="
-
~
~
200A FUSIBJ
DlSCONNECT~ ______
GENERATOR
RECEPTACLE
7 "-V 1IER
ff
J.!.
~
..!!.
~
1. AU. WIRE COlORS FOR 16 AND LARGER SHALL BE WARKED AT
4ff IN1alVALS MAX.
2. GROUNDING BUSIONGS IIUST USE tHE SAME SIZE OR LARGER
GROUND WIRE AS ON SEIMCE ENlRANCE, OR LARGEST SIZE
ACCEPlED BY BUSHING.
3. AU. WIRE (UNlESS NOlED OTHERWISE) ARE TO BE:
0"2 AWG.
o SlRANOED.
o 1HHN ONLY
o SOUD. FOR 1HERlIOSTAT AND ALARM WIRING (22 GA IIIN.).
4. CONDUIT TO BE EMT OR RIGID UNlESS NOlED. IIINIUUU SIZE or
CONDUIT AND RT1INGS ARE 1/'r OR AS NOlED. UPSlZlNG IS
PERIlITlED. LAYOUT L0CA1IONS ARE FOR REfERENCE ONLY AND
MAY VARY UNlESS NOlED OtHERWISE.
5. AU. BO~GHT AX1URES AND ElLC1RICAL EllUlPWENT
TO BE i 1 2 UNlESS OlHERWlSE NOTED. BOXES OR
RECEPl: 6"06" OR SIolALLER SHAU. NOT BE INSTAllED
ON PANEWNG 1RlII
c
200A FUSE
MANUAl. TRANSFER
SWITCH
/
INORU / V
IBmt
INORU I/,
I EIlER L2 I
"'=f'
r--
""""""
BlJ(
rfJ/O
-
~E -
I
~1
I
BlJ( ~ 5
RED
(lYP) RED 15A 11
"0
A
@ ""\\-+- Rm
'- v
RED
lWiT /,
v
I
~
&
"0 (lYP) BLK I ~ 13
,... A I
@ ""\\V RED ,I.. 15
v
PIGTAIL WIRES 8' PAST END or 3/." n.EX. -
6. AU. ALARMl\IRING INSTAllED BY ANDREW IS ASSUIIED TO BE
a.ASS I WIRING PER 1996 NEC 725 UNLESS OlHERWISE
SPECIFIED BY 1HE CUSTOMER AND NOTED ON 1HESE ORAWINGS.
7. WIRE COlORS ARE AS FCU.OWS:
o AU. PHASE "A" WIRES ARE TO BE BL.Aa<.
o AU. PHASE "B" WIRES ARE TO BE RED.
o AU. PHASE "CO WIRES ARE TO BE BLUE. (IF APPUCAIlLE)
o AU. GROUND WIRES ARE TO BE GREEN.
o AU. NEUlRAL WIRES ARE TO BE WHITE.
o AU. SWITCHm WIRES ARE BE YELLOW.
8. AllPAalY RATING TO BE PER TABLE 310-16 (1996 NEC).
9. CONDUIT ALL TO BE PER CHAPlER 9 (1996 NEC).
10.REMOlE SENSING BULD LOCAlED INSIDE or lHE LLJ57
HEAT PUMP ADAPlER IS TO BE INSTAU.m ON lHE
EXTERIOR or SHEL 1ER.
11. REUOlE SENSING BULD LOCATED INSIDE or lHE LLJ57
HEAT PUMP ADAPlER IS TO BE INSTAU.m ON lHE
EXTERIOR or SHELlER.
II
(TYP)
BLK. ~ 17
I I
200A
3
7
9
19
23
25
27 2B
A
~
'~
"
""-~
} "",-,
"-
TO ALARM '"
PANEL '"",
- - POWER FAIL ALARM
'."" @~
DClClR ALARII . "-~}
~@
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@ ""-.
@ ~.
.~
@@ '.~
.....
@@
,...-- - -
~'2).r@
~11~
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CONi'A~.SHO"-
W/ COIL E;llERGlZED
(NORMAL i:ONDmON)
Ii
"
,
f-- i-'
S
N
I
2 20A BlJ(
4 20A RED
6
I
~RED
I
I
j..BlJ(
,
8
10 20A I BlJ(
12
14 ~ 1BlJ(
16
18 ~ BlJ(
I I
20
22
24
26
29VJO
---
~TM ~
~
200A DISTRIBUTION
PANEL
UllI TM
- FoIlI. [:1
_1lE1ECTOIl1:l
; DUPLEX RECEPTACLE
': IIIL IIIL IIIt-1 IIIt-1 F1,' ~ r DUPLEX RECEPTACLE
,T. T lS~ GFCI
~/N
r-14
~,"O TO G1ROUNO
I ~ TO NEUTRAl.
I I SURGE ARRESTOR
L1 .SUPPUED AND INSTALLED BY G.C."
_.1
I L2 I t I-} PIGTAIL WIRE IN
- 't 1-. ALARM LOCATION
0('\
'\
L2 ~
SIN L ;rFA/C' MARVAlR 3 TON
~ 13/0
TO J. BOX {I= rf8 BLK
moo BOARD I.....
I ,..
@I
711 RED
~
122 ~"O
TO J. BOX {I:::::;J
ON moo BOARD I III,
, ,.
"' I
@
I I
~
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"0
SMOKE
DETECTOR
"" ..., -...... -S~
RED V/V @ I ~ \
v l~,GTAIL WIRES 8' ~ C : ~ ~ e $ C ~, I
"0 r::ASTENO or \ 70"' . . I
3/4" FLEX \
"'-
REO vV @ SMOKE 1--./
v _ DETECTOR
- -I - -
- -I - -
- -. - -
- -I - -
- -I - -
- -, - -
- -. - -
- -t-'-
- -.- -
- -tl--
""',
....
'", =
- -a- -
- -tl--
-,,- -
-.- -
.I
ALARM PUNCH BOX
WITH BLOCK COVER
-,-
-I-
-1-
-0-
-.-
-7-
-0-
-.-
-,.-
-.-
-,.-
-11-
-,.-
-,.-
-v-
-,.-
-,.-
-It-
-,.-
-It-
-It-
-..-
-It-
-It-
-'..-
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-It-
-It-
-,.-
-It-
-.~ -
-...::..",-
-.- ~
",
S~- IV I!l
TO €)-DAY TIMERs -: 0 :l- TO <@)INT-STAT
(i) @ ALARM NOTES
I I 1. ALL ALARM WIRE TO BE 22GA SOUD.
I ~ 2. ALARMS WILL OPEN IN ALARM CONDITION.
TO ALARM 3. LABEL INOIWlUAL ALARIIS AS USTm.
PUNCH
BLOCK
HVAC SHUTDOWN
(ONLY ON ALARM)
'- -.- -
.:::..
-g- -
-'00::---- -
- -.- -
- -.- -
- -11--
- -.- -
- -a- -
- -.- -
- -It- -,:,
- -It- ""'I:.
- -..- ~
- -It- >:.
- -It- ~
- -It- -.:
- -,.- ~
- -.- ~
- -It- ~
- -..- ~
- -.- "C
- -It- \.
--:.~
ll\---
-ii- -
-
--r
DOOR ALARM
",
HI TEMP ALARM
'"
LOW TEM~~M
"
POWER FAIL
SMOKE ALARM
SURGE
ARRESTOR
ALARM SCHEMAllC ALARM SCHEMAllC .....
120V 2-POLE RELAY
WITH BASE
4. SMOKE DElECTOR WILL SHUT DOWN HVAC
UNITS IN ALARM CONDITION.
COMMUNlc:A1lONS, INC.
o COMMERCE CROSSING. SUItE 1
INDWlAPOUS. IN 46240
TELEPHONE: (317) 815-8446
FACSIMILE: (~17) 815-6404
.
MAGTECH
SERVICES INC
t71& ...... ..
.... ..... It 4IIDI
(Ill) __. (111) -- ...
1IIo..........-.diIlIIiP-._...._..
_OIltllt_cntbo=n'"
~--: ::-:'INI"":- ~
:"1Ilo"'~~~==1Gr
:t::.:~_lllo ':.~_
_"''''-10 _ =..'__
1IIllI_1n_\IIlIltIDll">Jocl.
WOODLAND
SITE NO: IN.2572
1776 E" 116TH STREET
CARMEL, IN
46032
APPROVAlS
PROJECT IotANAGER: _ DATE:_
NEXTEL: DATE:_
1_ BY:
I(HQ(EI) BY:
EJMI
SAHI
Ill: !WE: ISSUE:
1 10127100 SITE SKETCH
2 07I02I01 ZONING
...
~
RE\1SIllNS: 1l'ID,,- BY:
~
"0.'"
CEllI1FICAlIOH:
~
SIm lIIlE:
ELECTRICAL PANEL
SCHEMATIC AND
NOTES
IPRMCI 110.'
020.0241
1-- E-6
i'
W
ENVELOPE SYSTEM PERFORMANCE COMPLIANCE CALCULATION PROGRAM
PUBLIC REVIEW VERSION 2.2
ASHRAE/IES Standard 90.1-1989 with proposed Addenda f & m
ENERGY EFFICIENT DESIGN OF NEW BUILDINGS EXCEPT LOW-RISE RESIDENTIAL BUILDINGS
CITY: 75 Evansville IN
CODE <B,C,H>: Both Heated and Cooled
BUILDING: 0-3519
DATE: March 19, 1997
ENVSTD Public Review Version 2.2 - January 1993
WEIGHTED
AVERAGE CRITERIA
------- ---N------NE------E-----SE------S-----SW------W-----NW- ------- --------
WL AREA 106 193 106 193 0_000 0.283
GL AREA 0 0 0 0 WR WR
SCx 0 0 0 0 0.000 0.476
PF 0 0 0 0 0.000 0.000
VLT 0 0 0 0 0.000 NIA
Uof 0 0 0 0 0.000 0.648
WALL Uo 0.071 0.071 0.071 0.071 0.071 0.105
HC 1.0 1.0 1.0 1.0 1.000 1
INS POS 2 2 2 2 NIA NIA
EQUIP.5 .5 .5 .5 0.500 0.500
LIGHTS 2.18 2.18 2.18 2.18 2.180 2.180
DLCF 0 0 0 0 0.000 0.000
------- --------------.------- LOA 0 S ------.----.---------- -TOTAL- -------
HEATINGI 1.809 3.285 1.746 3.287 I 10.126< 14.696
COOLING 3.959 7.402 4.496 7.256 23.115< 41.829
TOTAL 5.768 10.688 6.242 10.543 33.241< 56.525
--------------------------------------------------------------------------------
--------------------------------------------------------------------------------
********** PASSES EXTERIOR WALL TOTAL CRITERIA **********
I
OTHER ENVELOPE REQUIREMENTS
ENVSTD Public Review Version 2.2 - January 1993
MAXIMUM PERCENTAGE OF ROOF AREA IN SKYLIGHTS:
DESIGN
CRITERIA
MAXIMUM
.-----------------------.--------------------------.-- ------------ ------------
. .
1.,_"
Percentage of Roof Area in Skylights: I
Visible Transmittance of Skylight
Design Lighting Footcandles of Space (30, 50, 70)
MAXIMUM ALLOWABLE Uo:
MAXIMUM
------------------------------------------------------ ------------ ------------
Roof
Wall Adjacent to Unconditioned Space
Floor Over Unconditioned Space
0.040 < 0.061
0.071 < 0.163
I 0.068
MINIMUM
MINIMUM ALLOWABLE R-VALUE:
---------------.-------------------------------------- ------------ -----.------
Yall Below Grade
R-Value of Concrete Slab Insulation
Heated or Unheated Slab (H/U)
Horizontal or Vertical Insulation Position (H/V)
Depth or Yidth of Insulation (24, 36, or 48 in.)
8.0
================================================================================
********* PASSES OTHER ENVELOPE REQUIREMENTS *********
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0-3519
Structural Calculations -- Fibrecrete
12-Jul-96 orig date
March 18,1997 print date
file : 100-d3314
r','=IBREBOND CORPORATION
0-3519
by Ed Koester
Building Size :
Width (W)............................
Length (L)..... ........................
Height (H)......... ...................
11.00 ft
20.00 ft
9.67 ft
Design Criteria :
Roof Live Load
Floor Live Load
Wind Velocity:
Wind Load, horiz :
Wind Load, vert:
Roof Dead Load ;
Wall Dead Load :
Floor dead Load :
Seismic Zone :
(RLL).......... ..
(See Floor Design Section)
(MPH).......... .
(WLH)...........
(WLV)...........
(RDL)........... .
(WDL)......... ..
(FDL)........... .
(SZ)..............
50 psf
- 100 mph
53 psf
29 psf
32 psf
26 psf
26 psf
4
Allowable Material Stresses :
,J
Bending :
Shear :
Horizontal Shear:
(@ bond line between Fibrecrete and core material)
Compression :
Modulus of Elasticity :
(Fb)........... ..
(Fv)............ .
(Hv).......... ..
800 psi
600 psi
22 psi
(Fe)............ .
(MOE)........
1500 psi
1800000 psi
Connectors : (roof to walls & walls to floor)
Shear = 2000#/ea
Tension = 1200#/ea
APPROVED BY
PSI I PTL DIVISION
Seismic: MAR ~
Weight of Roof: (RDLHLHW).........4 ' '7040 Ibs
Weight of endwalls : (2HWDLHHHW)....................; 5531 Ibs
Weight of sidewalls: (2HWDLHHHL)...................... 10057 Ibs
. Building Weight for Seismic : ..........REl'U~ElJ FQn i~iHUF^~E6 8 Ibs
Weight of Floor : (F.D~HLHW):...............~l-GSED1:ONSTRUCTIPN .. Ibs
Total BUlldang Weight (T8W}ecHo-compIlBnQR with AIf ~~l\ps
RuleG and Reluletmn5 of the
Seismic Load Factor (SLF) = Z I C/RW = 0.23 FIRE PRiVENTIOt4 AND
where: Z 0.4 BUlLDINO SAfETY CO~, SJfJft..
1= 1.25 A ..,"'.. I ""
C = 2.75 ' "
" ..'
r:~
RW = 6.00 STATfBUI <~>-. ~\
E8703458 \ ~
:a::
STATE OF :LIJ ~
;~.. ..~~
'0- ... .~..
. ~ '.A ".. iNOI ,..t\r..- ~ ~
, "~ -. o. r:.:.....
#~., ,,-~t\ ........ .~"'~..
MAR 2 0 1997 "1" US/ON p.,\. f(:.: ""."
""'MAP,""'n I.....'
Lateral Loads :
Then Seismic Force = (SLFHTBW) =
...."
, ,
...;:J/
Page 1 of 4
w
u
0-3519
lateral loads (continued) :
Wind:
Total wind on sidewall = (H)(l)(WlH) = (TWl).........................
Wind load at roofline at each endwall: (TWL)/4......
10289 Ibs
2572 Ibs
Wind governs 11
External Stability:
Overturning :
Resisting :
Safety Factor:
(HHLHWLHHH/2) + (WHL)(WLV)(W/2) = (OTM)....
(TBW)(W/2) = (RTM)....
(RTM)/(OTM) = 1.47
84406 Ib-ft
124454 Ib-ft
Note: To insure stability against sliding and overturning, the building
must be secured to the foundation
Roof Design :
. Overall slab thickness at eave:
Overall slab thickness at ridge :
Top skin thickness:
Bottom skin thickness :
(STE). .....................
(STR)................... ..
(TST).............. .
(BST) .. .. .. . . . . . .. . .
5.00 in
8.00 in
1.00 in
1.00 in
...~
.......:..',..
Section Properties: (ignore internal ribs)
Neutral axis at ridge: {(A 1 HY1) + (A2((Y2l}/(A 1
where: A 1 = (12HTST) =
A2 = (12)(BST) =
Yl = (STR) - (TST/2) =
Y2 = (BST/2) =
Then Moment of Inertia at Ridge :
{Il +Al(NAR-TST/2)A2} + {12+A2(NAR-BST/2)A2} = (MIR).....
where: 11 = (12HTST) A 3/(12) = 1 in A 4
12 = (12)(BST)A3/(12) = 1 inA4
+ A2) = (NAR).....
12
12
7.5
0.5
4 in
296.00 in A 4
Then Section Modulus at Ridge = (MIR)/(STR-NAR) = (SMR).....
74.00 inA3
Neutral axis at eave: {(A 1 )(Yl) + (A2((Y2l}/(A 1 + A2) = (NAR)..... 2.50 in
where: A 1 = (12){TST) = 12 ~ao.'XC mn 1-;lA"Ur~tTURE
A2 = (12)(BST) = 12 . ClOSED CONSTRUCTION O.NlY
Yl = (STE) _ (TST/2) = 4.5 Subject to eompli8n~ w!th all Applicable
Y2 = (BST/2) = 0.5 RU~~s and ~egul~tlOns ot the
Then Moment of Inertia at eave: RE PREVEN1ION AND
{Il +A1(NAR-TST/2)A2} + {12+A2(NAR-BST/2)A2} = (MIEP'~!~.OINGSAFETYCOMMI~WqNA4
where: 11 : (12)(TST):3/(12): 1 ~n:4 . ~ 6 ~
12 - (12){BST) 3/(12) - 1 In 4 ?1TATE aUILDING COMMISSIONER
Page 2 of 4
MAR 2 0 1997
",",p.,.
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Q
0-3519
Roof Design (continued)
Analyze as simple span 12" wide:
Max. moment @ ctr of span : wi ~ 2/8 ::: basic fomula ::: (R OL + RLL)(W) ~ 2/8
(MMC) ::: 1240 Ib-ft
Max. bending stress @ ridge: 12(MMC)/(SMR) :::
201 .12 psi
Horizontal shear (near eave) :
where :
Shear Load (V) ::: (W)(RLL + ROL)/2 :::
Moment of cross section (Q) ::: (NAE-BST/2)(12)(BST)..................
Moment of Inertia (MIE) :::
Width of section (b) :::
VQ/lb
VO/(MIE)b ::: (HS) :::
APPROVED BY
PSI I PTL DIVISION
MAR 2 1 1 7
Wall thickness (WPT)................................~ .. ,.
Inside skin thickness {IWT)................~..;.a- ....
Outside skin thickness IOWT)...................................
451.00
24.00
98.00
12.00
then:
9.20 psi
Wall Design :
4.00 in
1.00 in
1.00 in
~.'
Section Properties : (ignore internal ribs)
Neutral axis: (lA 1 )(Yl) + (A2({Y2)}/(A 1
where : A 1 = (12)(IWT) =
A2 = (12)(OWT):::
Yl = (WPT) - (IWT/2) :::
Y2 = (OWT/2):::
Then Moment of Inertia :
{Il +AllNAW-IWT/2)~2} + {12+A2(NAW-OWT/2)~2} ::: (MIW).....
where: 11 = (12){IWT)~3/(12)::: 1 in~4
12 = (12){OWT)~3/(12)::: 1 in~4
Then Section Modulus::: (MIW)/(WPT-NAW) ::: (SMR).....
Analyze as simple vertical span 12" wide:
Max. moment @ ctr of span : wl~2/8 ::: basic fomula ::: (WLH){H)~2/8
(MVS)::: 621.8117429Ib-ft
Max. wind induced bending stress @ midheight :
12(MVS)/(SMR) ::: (WBS) :::
(RLL+RDL)W/2 ::: (MVL) :::
+ A2) ::: (NA W)......... .......
12
12
3.5
0.5
2.00 in
56.00 in~4
28.00 in~3
Max. vertical load :
Euler's formula :
Critical column stress = 3.14159(E)/(L/r) ~ 2 ::: (CCS) :::
where: E = 1,800,000 psi
L = 116.04 in
Allowable column stress = 0.167(CCS) :::
Actual column stress = (MVL)/( 12)(IWT + OWT) :::
. .
RtLtAOtC ron ,,~.M~6BErbsi
CtOSED CONSTRUCT~ v~P1 s
Subjeot to compllanae with all Al!P.!icabte
Rules and Regulatio~ldl t~P pSI
FIRE PREVENTION AND
1.5aUILDI~SAFETY COMMISSION
. ~64 psi
,4'~ &' 1S-RSi
STATE QUILOINQ COMMISSIONER
D.L. + 1/2L.L. Col. Stress = (ROL + RLL/2)(W/2)/(12)(IWT + OWT) ::: (OLe)::: ",,, " """'" 13.~~ psi
,\ ' I,
Combined vertical & horizontal stress: . ,""~ ~\\\LlfP ~/""
(OLC/fc) + (WBS/fb) = (CVH) < 1.0 . /' ~<()....;J.STEI;~.':!.s;):'s)...34
uac does not require maximum live load to be applied coincident with m~~\u;t-~ind loa8..... 1': ~
~ CI) f ENE870345 ·
. = .
:. -,:) .
\ .
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Page 3 of 4
MAR 2 0 11)(
. ~:.'. ....
~.>\Jote :
<D
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0-3519
r:..<: :Ioor Design (FibrecreteJ :
Load for shipping and handling :
Floor panel thickness :
Top skin thickness:
Bottom skin thickness :
Section Properties : (ignore internal ribs)
Neutral axis: {(A 1 )(Yl) + (A2((Y2l}/(A 1
where: A 1 = (12)(IWf) =
A2 = (12)(OWf) =
Yl ~ (WPT) - (IWf/2) =
Y2 = (OWf/2) =
Then Moment of Inertia :
{11 +AHNAW-IWf/2)A2} + {12+A2(NAW-OWf/2)A2} = (MIW) =
where: 11 = (12HIWf)A3/(12) = 1 inA4
12 = (12HOWf)A3/(12) = 1 inA4
(LSH)
(FPT)
(TST)
(BST)
50.00 psf
4.00 in
1.00 in
1.00 in
+A2) = (NAW) =
12
12
3.5
0.5
2.00 in
56.00 inA4
Then Section Modulus = (MIW)/(WPT-NAW) = (SMR) =
28.00 inA3
Analyze as simple span 12," wide :
Max. moment @ ctr of span :
wi A 2/8 = basic fomula = (FDL + FLL) (W) A 2/8
(MMC) = 1149.5 Ib-ft
Max. bending stress @ midspan: 12(MMC)/(SMR) =
Floor capacity after bldg placement on flat slab foundation
500 psf Floor L.L. = direct compr. on composite panel of
Allowable compressive strength of Fibrecrete = 1500 psi MAR 2 1 19 7
Allowable compressive strength of polystyrene foam ~ 1 2 psi
Connections: ~
Endwall connectors required: WER I 2000 Ibs/each = (ECR)~'./
Sidewall connector spacing = (SCS)
Check top of sidewall for bending stress between connectors:
Top of wall bending moment between connectors;
12 x (WLHHH/2)x(SCS) A 2/1 0 = (TWB) =
Section modulus = 3x4 A 2/6 = (SM) = 8
Bending stress = (TWB)I(SM) =
APPROVED BY
PSI / PTL DIVISION
493 psi
3.47 psi
." - "'
......'-'-.~~.!
1.29
4.00 ft
1,235 Ib-in
154 psi
'-_ :1
'-J'
RflfASfO fOR MA~l(~Rf,
. CLOSED CONSTRUCtIUHtlNLl~
Subject to campl/ooce with.~I)'p~licable
Rules and Regulatitrrlffi th'OS
FIRE PREVENTION ANO
Tie-down bracket, 3"wide x 3/8" plate BUILDING SAFETY COMMISSION
Maximum allow shear load per brkt = (allow shear stress)(3xO.375) = _ .N ~6 0 Ibs
Allowable concrete bearing pressure on foundation = 1350 psi ?~ tt'
. Max: allow late~alload per windward ~rkt (limited by cone compr stress) STATE iUlLDINO COM;L- ~ s
MaXimum bendmg stress = 24000 pSI . ""II 11/, II ,.
,\\ 1,1.
Section modulus at lower bolt hole = bd A 2/6 = ...., \>~ '.,' 0.05 in A 3
.,,~. "
Maximum allowable moment = 24000xS = . 1 in-Ibs
Moment = (dist from lower bolt to bottom of floor p'anel) x (lateral I 0\ ~ i
Max allow. lateral load per leeward brkt {limited by bending stress).:.. ~ . ENE8703458 ~ ~ 205 Ibs
Total max allowable lateral load = (brkt resistimce) + (bldg wt x .33i=-o \ STATE OF i It j3063 Ibs
;~'.. . .l!;!jioKJI
-=:... 0-<,;'.. INOI t>.~~... r~ l
" ,"'.n ........... ~,-"...
'" uS'O~'"''(;: /'
""""M",,~\t)'~ 1~q 7
Tie-Downs: Max lateral load = 10289 Ibs
Assume 0.4 friction factor, then lateral resistance = (bldg wt xO .4) =
number of tie-down points = 2
Net lateral load = (lat. load - lat. resistance) =
Page 4 of 4
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CCNSrRtJCTIOH. 1991 (.sc, NID IS IH Ct)IPIJNiCE WITH 11191
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=
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!1. DESIGN CR1TCR1A:
ROOF uvr: /.OlD - SO PSF
ROOF PANEl. DOD UJ,ID _ J2 PSF'
~ PMfI. ODD IJ)Ji) - 26 PSF
FLOOR PNIEL DDD LOAD .. 46 PSF
_ InClC7Y - 100 NPH
IIHl LGID HOIIfZCtiTN. - SJ PSF
IIHl LGID 'ID!~ - 211 !'SF
SDSJIC ZCJIi€ - I-
7. fJUil.Gm IIU BE PtN:EJ) ON ,\ SUB OR PfRISIETElI /R;41I
FrlUdJATIOW 9Y I1f/Ii1fI$.
!1. SHD.1FR Fe' _ ~ I'SI II Zit lJoClS
I, ll1JAJ)N; irHAu. BE UlC<7Ell .' nET (3'-d') OR SIORE FRO'!
NfY PROI'OfTY /.fIE 011 IN1ERICil I..Or UNO scnraH rr ,AND
NfY rmIER fIVUJIi(;.
~
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~
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1
"Nf/ ITE1rIS REQUIRED UNDER
p,\Rr In 28CFR36 TO ~
PROVIDED BY ON-~ OWNER..
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REV, BY DATE REVISION i
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PSI / PTL DIVISION
MAR it. 97
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" r'MAR"2 0 1997
BLDG. NO ~~lEA~~g rOf? rdA4~UMn;j t
FIB R E 5~'~f~om),l;ncdJith"a'li; ,rCllble
1300 Davenport Drive lUnden, lou1a18118 i ' '
- . :1, -. lTV. &III
P. PCDROZA DATIl ttVto/" NEXTE'sudlA, ~~J!~t~ND. . ~'__:-~_
c:H1C.BT1 R. WATSON DA1I'- tlJ/71/96 ~ H
11' 0 X 20' '"' fl UIPMENI <""HI--P1fiW.
~ "'.... -J:.)~
APP.IIYI 8. FLOOK DAltI1tJ/fT/96 EXT&\'\JS - 'V~uO
.TJlTI= 11111 '''UA ~.
:::~ ~o. 'MU.JANS DATEr tlJ/71/96 ~~ ~ I 1 0: 0-3519..n
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PMT NO. p~r NO.
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SITE NO: IN-2572
1776 E. 116TH. STREET.
CARMEl1 IN. 46032
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APPROVALS
PROJEG MANAGER: _____ ___ __DATE:____ _.
NEXTEL: ______ __, ,,__ ___ DATE:_____._.__
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PROPERTY LEGAL DESCRIPllQN
PARCEL 1
PART OF mE 50UlliWEST QUARTER or SECTION 31, TOWNSHIP 18
NORTH, RANGE 4- EAST, HAMILTON COUNTY, INDIANA, MORE PARTICULARLY
DESCRIBED AS FOLLOWS: BEGINNING AT A POINT ON lHE SOUTH UNE OF
SAID QUARTER SECll0N, DISTANT 253.30 FEET MEASURED NORlH 89
DEGREES 50 MINUTES 15 SECONDS EAST ALONG SOUlH UNE FROM lHE
SOUTH'hEST CORNER THEREOF; RUNNING lHENCE NORll-l 01 DEGREE 04-
MINUTES 45 SECONDS WEST AND PARAli.El WITH lHE 'NEST UNE OF SAtD
QUARTER SEcnON 275.00 FEET; THENCE SOUTH 89 DEGREES 50 MINUTES
15 SECONDS WEST 3.30 FEET; THENCE NORTH 01 DEGREE 04 MINUTES 45
SECONDS 'NEST 195.04 FEET; THENCE NORTH 89 DEGREES 50 MINUTES 15
SECONDS EAST 495.15 FEET; THENCE SOUTH 00 DEGREES 24 MINUTES 05
SECONDS 'NEST 470.00 FEET TO THE SOUTH UNE or SAID QUARTER
SECTION; THENCE SOUTH 89 DEGREES 50 MINUTES 15 SECONDS WEST
479.70 FEET TO "THE PLACE OF BEGINNING.
SUBJECT TO AN EASEMENT 20.00 FEET IN WlDlH BY PARAli.EL UNE OfF
THE ENTIRE EAST SIDE OF THE ABOVE DESCRIBED PROPERTY RESERVED FOR
A GAS UNE EASEMENT, AND FURlliER SUBJECT TO AN EASEMENT 24.00
FEET IN 'MOTH BY PARAli.EL UNES WEST or AND ADJACENT TO THE WEST
UNE OF THE ABOVE DESCRIBED 20.00 FOOT GAS UNE EASEMENT; SAID
EASEMENT BEING RESERVED FOR INGRESS AND EGRESS AND FURTHER
SUBJECT TO AN EASEMENT DESCRIBED AS FOll.OWS:
BEGINNING AT A POINT ON THE SOUll! UNE OF SAID QUARTER SECTION
DISTANT 253.30 FEET MEASURED NORTH 69 DEGREES 50 MINUTES 15
SECONDS EAST AND AlONG SAID SOUlH UNE FROM lHE SOUTHWEST CORNER
THERECF, RUNNING THENCE NORTH 01 DEGREE 04 MINUTES 45 SECONDS
'NEST AND PARAUEl WITH THE WEST UNE OF SAID OUARTER SECTION
275.00 FEET; lHENCE SOUTH 89 DEGREES 50 MINUTES 15 SECONDS 'NEST
3.30 FEET; THENCE NORTH 01 DEGREE 04 MINUTES 45 SECONDS WEST
35.00 FEET; THENCE NORTH 89 DEGREES 50 MINUTES 15 SECONDS EAST
23.30 FEET; THENCE SOUTH 01 DEGREE 04 MINUTES 45 SECONDS EAST
310.00 FEET TO THE SOUTH UNE OF SAID QUARTER SECTION; THENCE
SOUTH 89 DEGREES 50 MINUTES 15 SECONDS WEST AND ALONG SAID SOUTH
UNE 20.00 FEET TO THE POINT OF BEGINNING, SAID EASEMENT BEING
RESERVED FOR UTIUTY PURPOSES.
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EASEMENT PROVISIONS
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PARCEL II:
PART OF THE SOUTHWEST QUARTER OF SECTION 31, TOWNSHIP 18
NORlli, RANGE 4 EAST, HAMILTON COUNTY, INDIANA, MORE PARTICULARLY
DESCRIBED AS FOUOWS: A PARCEl OF REAL ESTATE THIRTY-FIVE (35)
FEET IN WIDTH BY PARAUEl UNES. THE CENTER UNE OF WHICH BEGINS
AT A POINT ON THE WEST UNE OF .PARCEl I" DISTANT 275.00 FEET
MEASURED NORTH 01 DEGREE 04 MINUTES 45 SECONDS WEST FROM THE
SDUTH'NEST CORNER THEREOF; THENCE soum 89 DEGREES 50 MINUTES 15
SECONDS WEST 3.30 FEET TO A POINT; THENCE NORTH 01 DEGREE 04
MINUTES 45 SECONDS WEST 17.50 FEET AlONG THE WEST UNE OF SAID
PARCEL I TO THE POINT OF BEGINNING; THENCE SOUTH 89 DEGREES 50
MINUTES 15 SECONDS WEST 250.00 FEET TO THE CENTER UNE OF
WEsmEW BOULEVARD, THE SAME BEING TI-lE WEST UNE OF SAID QUARTER
SECTION, SUBJECT, HOWEVER, TO THE SAID WESTFIELD BOULEVARD RIGHT-
OF-WAY.
[XCEPlTNG THEREFROM:
A PART OF THE SOUTHWEST QUARTER OF SECTION 31, TOWNSHIP 18 NORTH,
RANGE 4 EAST, CITY OF CARMEL. HAMIL TON COUNTY, INDIANA, DESCRlBED
AS FOll.OWS: COMMENONG AT THE SOUTHWEST CORNER OF SAID SECTION;
THENCE NORTH 89 DEGREES 03 MINUTES 30 SECONDS EAST 253.30 FEET
ALONG THE SOUTH UNE OF SAID SECTION; THENCE NORTH 01 DEGREES 51
MINUTES 30 SECONDS 'NEST 45.06 FEET TO THE POINT OF BEGINNING OF
THIS DESCRIPTION. 'WHICH POINT IS THE INTERSECTION Of THE NORTH
BOUNDARY OF 116TH STREET WITH A WEST UNE OF THE OWNER'S LAND;
THENCE NORTH 01 DEGREE 51 MINUTES 30 SECONDS WEST 25.00 FEET
ALONG SAID WEST UNE; THENCE NORTH 69 DEGREES 03 MINUTES 30
SECONDS EAST 17.62 FEET; THENCE SOUTH 00 DEGREES 50 MINUTES 51
SECONDS EAST 15.00 FEET; THENCE SOUTH 87 DEGREES 50 MINUTES 51
SECONDS EAST 185.27 FEET TO THE NORTH BOUNDARY OF 116TH STREET;
THENCE SOUTH 89 DEGREES 03 MINUTES 30 SECONDS WEST 202.42 FEET
ALONG SAID NORTH BOUNDARY TO THE POINT OF BEGINNING.
UTILITY COMPANY INFORMATION
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CALL 1-800-382-5544
INDIANA UNDERGROUND
48 HOURS BEFORE YOU DIG
(EXCLUDING SAT., SUN., & HOL.)
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ALSO, A PART OF THE SOUTHWEST QUARTER OF SECTION 31, TOWNSHIP 18
NORTH, RANGE 4 EAST, CITY OF CARMEL, HAMILTON COUNTY, INDIANA.
DESCRIBED AS FOlLOWS: COMMENCING AT THE SOUTHWEST CORNER OF SAID
SECTION; THENCE NORlH 89 DEGREES 03 MINUTES 30 SECONDS EAST
635.00 FEET ALONG THE SOUTH UNE OF SAID SECTION; THENCE NORTH 00
DEGREES 56 MINUTES 30 SECONDS WEST 45.00 FEET TO THE POINT OF
BEGINNING OF THIS DESCRIPTION. 'NHICH POINT IS ON THE NORTH
BOUNDARY OF 116lH STREET; THENCE NORTH 00 DEGREES 56 MINUTES 30
SECONDS WEST 30.00 FEET; lHENCE NORlH 89 DEGREES 03 MINUTES 30
SECONDS EAST 10.00 FEET; THENCE SOUTH 00 DEGREES 56 MINUTES 30
SECONDS EAST 30.00 FEET TO THE NORTH BOUNDARY OF 116TH STREET;
THENCE SOUlH 89 DEGREES 03 MINUTES 30 SECONDS WEST 10.00 FEET
ALONG SAID NORTH BOUNDARY TO THE POINT OF BEGINNING.
SURVEY NOTES
f'U.8ID'JI'nI'IUI ~., OI'DIIDII All 10 f'U MD11UCT OIftII' ~
rtf'lUf7&f r1I8I Mt1r 8MJllZ rlll~ ,." t"D ..,M:1I. " J:I .IIIaIIIIrDAD
nurru~~.M~ ~nm/Uunuft'
aIIrP.uT .. GUl'M:ID ma ~
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.......,tJCtJCNI.....
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IWZDJ'JII3''''IMTOI~.IIJGQ.
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,~ rrrBDI."..". ~ IV ,. CIJIIMlJIIrt' PA.aI... ~
wrB MI ~ IMn OI~""'"
.. I2Ir6 IOUC'T WM ." DUD IV PAXlf.a nmr 8fIltIfrr.
ru 0JUClJrM. Bf1Ilrn nu. ". III J'B 1'I1llIDIIlUDII 01 J'B 8r1RR1"IUr MIll
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........ ........,.
QUIp... IIaCIlIPf'1.OII BD PODfIB .-.u. ~ ~ Il6I'OItr MIr
UNItafI' ."....... IV ,.". .amrr:n'D&
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-
BASIS OF BEARING
N
+E
MEAN MAaNBnc DBCUNAllON
OBTAnolBPJ'ROM U.s.o.s.
7 JI2 MINUJE SERIES MAP
CAKMELQUADRANGLB
STATBOF INDIANA
2"
36 Mn.8
.....
. .....
LAJTI'tlDB: 3'Y"$727.67
s
LONOnUDB86"0T3I..$J'
LEGEND
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1l!LI!PHONE POLE
TFil!PHONE CANISTER
STORM MANHOLE
UGfIT POLE
FIRE HYDRANT
INLET
SIGN
SANITARY MANHOLE
CATaJ BASIN
FLAG POLE
POWER POLE
ELECl1UC MANHOLE
1l!LI!PHONE
WATER VALVE
GAS VALVE
STORM SEWER UNE
SANlTARYSEWERllNB
WATER MAIN
UNDERGROUND ELEcrRIC
UNDERGROUND TELEPHONE
OVERHEAD ELEcrRIC
ROOF VENTS
ROOF DRAlNS
(.......,) EXISTING GROUND CONroUR
--"-
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I Rss9CIA~~Lt N A
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9lc...p;n.nm. JoIid,m;",;, 815/129.07T7 FAX81J1729.4782
LOC~TION MAP
SITE NO: 1N-2572
1776 E. 116th STREET
CARMEL, INDIANA 46032
DATE DESCRIPTION
....
DRAWN BY: D. KOON1Z
CHECKED BY: J. KELLA
DATE: 12/1100
PROJECrNO.: 788.122
AL.T.A./ A.C.SM. LAND TITLE SURVEY
LEASE SITE, ACCESS & UTILITY EASEMENT
'~mus~~;VE~
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C04~~~~~(mNN~~(
ELMHURST,IL 60116
TElEPHONE,(630) 379-5700
FACSIMILE, (030) 379-5701
<>
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MAGTECH
SERVICES, INe.
1715 MAGNAVOX WAY
FORTWAYNE, IN 46804
(219) 436-2668 - (219) 436-2402FAX
-~_._-
<>~
z
9
5
CD
Tho concepts, ideas, designs, plonslInddetailsas
shown on thisdocumentarethe sole property of
MAGTECH Services, Inc., and were aeoted, developed
and presented for use on this specific project. None
of tho COllcepts, ideas, designs, plans and details
sholl be used by any person, firm or corporation for
any purpose whatsoever, without the expressed
written consent of MAGTECH Services, 11le. The Owner
shollbepermittedtoretoinropiesforinformotion
and feference in connection with this project.
~
t<
12
Ul
WOODLAND
SITE NO: IN-2572
1776 E. 116TH. STREET.
CARMEL, IN. 46032
~
APPROVALS
PROJECT MANAGER: _DATE:~
NEXTEl: DATE,_
\
I DRAWN BY,
ICHECKED BY,
NO,
OATE,
12-05-00
MWB
SAH
ISSUE,
ZONING
EXHIBITS
b
",~
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i
REVISIONS, DATE,
BY,
I
~
CERTIFICATION,
~E) PARKING L07
SH EEl TITlE:
LEASE AREA PLAN
LEASE AREA PLAN ([)
o
5
10
20FT.
IPROJECTNO' 020-0241
rHEET NUMBER, (_ 2
()
R
~,.-
Additional carrieres) can be
accommodated for co-location.
'"
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~~P~~~~o~EXTEL
GRADE
GPS ANTENNA
(2 REQUIRED)
BMR ANTENNA~ ~
NEXTEL SHELTER ~ ~
GROUND LEVEL
..ot:
FLAGPOLE ELEVATION G)
o
10
20
40FT.
"
NEhlS
S~
C~~~UGNRlml~~fN~r
ElMHURST. IL 60126
TElEPHONE,630/379-5700
FACSIMILE,630/379-5701
EXTEL SHElTER
"
~ROPOSEO 'LAGPOLE
MAGTECH
SERVICES, INC.
1715 MAGNAVOX WAY
FORTWAYNE. IN 46804
(219)436-2668. (219)436-2402FAX
"
The concepts, ideos, designs, plans and details os
shownonthisdocumentorethesolepropertyof
MAGTECH Services, Inc., and werecreotud, developed
IIfld plasentudforuSQ on this specific project. None
oftho concepts, ideas, designs, plans and details
sholl be used by any pOIson, firm or corporation for
any purpose whatsoever, without the expressed
written consent of MAGTECH Services, Inc. The Owner
sholl be permitted fo retain copies for information
and referencoin connection with tllisproject.
,
WOODLAND
SITE NO: IN-2571
1776 E. 11 6TH STREET
CARMEL, IN. 46032
APPROVALS
PROJEa MANAGER, _DATE,_
NEXTEl, DATEo_
INR'1!'dllililh COAX
COAX ROUTING DETAIL
I
5 10 20FT.
I DRAWN BY,
I CHECKED BY,
NO,
DATE,
12.05.00
MWBI
SAH I
ISSUE,
ZONING
EXHIBITS
PROPOSED
BMR ANTENNA
(1 REQ'D)
REVISIONS,
BY,
DAlE,
PROPOSED
GPS ANTENNA
(2 REQ'D)
ELECTRIC
G2 SERVICE METER
.0.._
CERTIFICATION,
EMERGENCY
GENERATOR
RECEPTACLE
I115I1!Ci
."
SERVICE
ENTRANCE
SHEET TITLE,
SITE ELEVATIONS
SHELTER ELEV A TION
IPROJECTNO' 020-0241
I SHEET NUMBER, A _ 1
--....-.--
o 5
10FT.
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Docs ~
NEXTEL COMMUNICATIONS
400 GRAND AVENUE, ELMHURST, IL 60126
"
"-.
SITE NAME: WOODLAND
SITE NUMBER: IN-2572
II ZONING EXHIBITS"
1?e\f,,;e~
NlrIB
C04~~~~~WlfN~t~L
ElMHURSTIl60126
TElEPHONE, 16'30J 379. 5700
FACSIMILE, (630) 379.S 70 1
.
MAG TECH
SERVICES, INC.
1715 MA6NAVOX WAY
FORT WAYNE, IN 46804
(219)436.2668. (219) 436-2402FAX
The concep~ ideas, designs, plans and details os
shown on ibis documentar. the sole property of
MAGTECH Services. Inc., and were aloted, developed
and presented fo, use on this specific projed. None
of1he concepts, id80S, designs, p!ons and details
shall be used by any person, firm or corporation for
Dny purpose whatsoever, without the expressed
written consent of MAGTECH Services. Ine. Th. Ownel
sholl be pennitt8d to retain copies for information
and ref.rence in connection with this project.
WOODLAND
SITE NO: IN-2572
1776 E, 116TH. STREET
CARMEL, IN. 46032
APPROVALS
PROJEG MANAGER: __ DATE,.___
NEXTE~~~~--DAlE,___
I DRAWN BY: MWB I
IlH!CUD BY: SA" I
NO, DAlE, ISSUE,
02-09-01 ZONING
EXHIBITS
REVISIONS, DATE: BY,
'.
.......
'...
"...
CERIIFICAIION,
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SHEElIITlE,
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rROJE[JNO, 020-0241
rEEl NUMBER, T-1
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GiW'IIIC SCALE
PROPERTY LEGAL DESCRIPllON
PARCEl I
PART OF THE SOUTHVEST QUARTER OF SECllON 31, TO'IlNSHIP 18
NORTH. RANGE 4 EAST, HAlAILTON COUNTY, INDIANA, MORE PARllCULARLY
DESCRIBED AS I'OU.OWS: BEGINNING AT A POINT ON THE SOUTH UNE OF
SAID QUARTER SECTION, DISTANT 253.30 FEET MEASURED NORTH 80
DEGREES 50 MINUTES 15 SECONDS EAST AlONG SOUTH UNE FROIl THE
SOUTH'llEST CORNER THEREOF: RUNNING THENCE NORTH 01 DEGREE 04
MINUTES 45 SECONDS VEST AND PARALLEL \\ITH THE VEST UNE OF SAID
QUARTER SECllON 275.00 FEET: THENCE SOUTH 89 DEGREES 50 MINUTES
15 SECONDS 'IIEST 3.30 FEET: THENCE NORTH 01 DEGREE 04 MINUTES 45
SECONDS 'IIEST 105.04 FEET: THENCE NORTH 89 DEGREES 50 MINUTES 15
SECONDS EAST 405.15 FEET: THENCE SOUTH 00 DEGREES 24 f.4INUTES 05
SECONDS VEST 470.00 FEET TO THE SOUTH UNE OF SAID QUARTER
SECTION: THENCE SOUTH 89 DEGREES 50 MINUTES 15 SECONDS VEST
479.70 FEET TO THE PLACE OF BEGINNING.
SUB..ECT TO AN EASEtoIENT 20.00 FEET IN \\lDTH BY PARALLEL UNE OFF
THE ENTIRE EAST SIDE OF THE ABOVE DESCRIBED PROPERTY RESERVED FOR
A GAS UNE EASEtoIENT, AND FURTHER SUB..ECT TO AN EASEtoIENT 24.00
FEET IN \\lDTH BY PARALLEL UNES VEST OF AND ADJACENT TO THE 'IIEST
UNE OF THE ABOVE DESCRIBED 20.00 FOOT GAS UNE EASEtoIENT: SAID
EASEtoIENT BEING RESERVED FOR INGRESS AND EGRESS AND FURTHER
SUB..ECT TO AN EASEJ.tENT DESCRIBED AS I'OU.OWS:
BEGINNING AT A POINT ON THE SOUTH UNE OF SAID QUARTER SECTION
DISTANT 253.30 FEET MEASURED NORTH 80 DEGREES 50 MINUTES 15
SECONDS EAST AND ALONG SAID SOUTH UNE FROIl THE SOUTH'llEST CORNER
THEREOF, RUNNING THENCE NORTH 01 DEGREE 04 MINUTES 45 SECONDS
'llEST AND PARALLEL \\lTH THE VEST UNE OF SAID QUARTER SECTION
275.00 FEET: THENCE SOUTH 80 DEGREES 50 MINUTES 15 SECONDS 'IIEST
3.30 FEET: THENCE NORTH 01 DEGREE 04 MINUTES 45 SECONDS 'IIEST
35.00 FEET: THENCE NORTH 89 DEGREES 50 MINUTES 15 SECONDS EAST
23.3D FEET: THENCE SOUTH 01 DEGREE 04 MINUTES 45 SECONDS EAST
310.00 FEET TO THE SOUTH UNE OF SAID QUARTER SECllON: THENCf:
SOUTH 80 DEGREES 50 MINUTES 15 SECONDS WEST AND ALONG SAID SOUTH
UNE 20.00 FEET TO THE POINT OF BEGINNING. SAID EASEtoIENT BEING
RESERVED FOR UTlUTY PURPOSES.
~ -~~
~-
( '...n
1 taoJl- 80 ft.
PROPERTY DETAIL AREA
EASEMENT PROVISIONS
--
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/
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If I i~
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/ ~~~04~ -llf
--
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- 30.00'
1t.O.~... QCEfJ 10.00'
N89'53'04'W 30.00'
scxrce'ss-W
S UIE SW 1/4 31-1&-4
t sttOY
""'" ....
'~~~'ffa::"?;:.
......
........,
,_...
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EAST 116th STREET
N89'S3'04"W
479.70'
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/--
PROPOSED ~
lEASE AREA /
/
/20.0'
/
.-/
PROPOSED llONOPOLE
\T_31l'!i7'28.25'
LONQ-8&'0732.D+-
,.-
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GRAPlUC SCALI!:
. ~.
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PARCEl II:
PART OF THE SOUTH'IIEST QUARTER OF SEC110N 31, TOWNSHIP 18
NORTH, RANGE 4 EAST, HAlAILTON COUNTY, INDIANA, MORE PARTICULARLY
DESCRIBED AS FOLLOWS: A PARCEl OF REAL ESTATE lHIRTY-AVE (35)
FEET IN \\10TH BY PARALLEL UNES, THE CENTER UNE OF \\HICH BEGINS
AT A POINT ON THE VEST UNE OF "PARCEll" DISTANT 275.00 FEET
MEASURED NORTH 01 DEGREE 04 MINUTES 45 SECONDS VEST FROtoI THE
SOUTH'IIEST CORNER THEREOF: THENCf: SOUTH 89 DEGREES 50 MINUTES 15
SECONDS 'IIEST 3.30 FEET TO A POINT: THENCf: NORTH Dl DEGREE 04
MINUTES 45 SECONDS 'IIEST 17.50 FEET ALONG THE 'IIEST UNE OF SAID
PARCEl I TO THE POINT OF BE~NNING: THENCf: SOUTH 8Q DEGREES 50
MINUTES 15 SECONDS 'IIEST 250.00 FEET TO THE CENTER UNE OF
VESTF1ELD BOULEVARD, THE SAlAE BEING THE WEST UNE OF SAID QUARTER
SECTION, SUB..ECT, HOWEVER, TO THE SAID WESTI'lElD BOULEVARD RIGHT-
OF-WAY.
EXCEPTING THEREFROIl:
A PART OF THE SOUTH'IIEST QUARTER OF SECllON 31, TO'IlNSHIP 18 NORTH,
RANGE 4 EAST, CITY OF CARtoIEL, HAlAIL TON COUNTY, INDIANA, DESCRIBED
AS FOLLOWS: COIlMENClNG AT THE SOUTHWEST CORNER OF SAID SECTION:
THENCE NORTH 89 DEGREES 03 MINUTES 30 SECONDS EAST 253.30 FEET
ALONG THE SOUTH UNE OF SAID SEC11ON: THENCf: NORTH 01 DEGREES 51
MINUTES 30 SECONDS 'llEST 45.08 FEET TO THE POINT OF BEGINNING OF
THIS DESCRIPTION, \\IiICH POINT IS THE INTERSECTION OF THE NORTH
BOUNDARY OF 118TH STREET \\ITH A 'IIEST UNE OF THE O'llNER'S LAND:
THENCf: NORTH 01 DEGREE 51 MINUTES 30 SECONDS VEST 25.00 FEET
ALONG SAID 'IIEST UNE; THENCf: NORTH 8Q DEGREES 03 MINUTES 30
SECONDS EAST 17.82 FEET: THENCf: SOUTH 00 DEGREES 50 MINUTES 51
SECONDS EAST 15.00 FEET: THENCf: SOUTH 87 DEGREES 50 MINUTES 51
SECONDS EAST 185.27 FEET TO THE NORTH BOUNDARY OF 116TH STREET:
THENCf: SOUTH 89 DEGREES 03 MINUTES 30 SECONDS 'llEST 202.42 FEET
ALONG SAID NORTH BOUNDARY TO THE POINT OF BEGINNING.
UTILITY COMPANY INFORMATION
~In;:'~Jt',
INDIANA UNDERGROUND
CALL 1-800-382-5544
48 HOURS BEFORE YOU DIG
(EXCLUDING SAT., SUN., 8. HOU
( .. .... )
1 blob- 6 ft.
IJU.,q1l:: A.RlU DETAR.
ALSO, A PART OF THE SOUTH'llEST QUARTER OF SECTION 31, TO'llNSHIP 18
NORTH, RANGE 4 EAST, CITY OF CARtoIEL, HAlAIL TON COUNTY, INDIANA,
DESCRIBED AS FOLLOWS: COIlMENClNG AT THE SOUTH'IIEST CORNER OF SAID
SEC11ON: THENCf: NORTH 89 DEGREES 03 MINUTES 30 SECONDS EAST
835.00 FEET ALONG THE SOUTH UNE OF SAID SECllON: THENCf: NORTH 00
DEGREES 58 MINUTES 30 SECONDS 'IIEST 45.00 FEET TO THE POINT OF
BEGINNING OF THIS DESCR1PllON, \\IiICH POINT IS ON THE NORTH
BOUNDARY OF 116TH STREET: THENCE NORTH 00 DEGREES 58 MINUTES 30
SECONDS 'IIEST 30.00 FEET: THENCf: NORTH 89 DEGREES 03 MINUTES 30
SECONDS EAST 10.00 FEET: THENCE SOUTH 00 DEGREES 58 MINUTES 30
SECONDS EAST 30.00 FEET TO THE NORTH BOUNDARY OF 116TH STREET:
THENCf: SOUTH 89 DEGREES 03 MINUTES 30 SECONDS 'llEST 10.00 FEET
ALONG SAID NORTH BOUNDARY TO THE POINT OF BE~NNING.
SURVEY NOTES
I'D srJIWnfIlf ~ NO 0PI1Il0Ji M I'D f'D J/CIC!l11UCr (g na ~
l/f7.UfUB ruN Nor BnIJlliT YlSlBU nIDJI rIa tJf11lI'M:& rr IS ~
=;~ =~ALrtO~ M1N1C1PAUf'T AIm / DB rmut'T
1'8 P6fI1l>>1D'r PAIIl':A lNDU IIUJIIJD I01f I'lD' 1'RDnBf'T lJI:!IC1Il1UD ~ 111
tI-fD-~ It ON.
I'D ,UJDD /Un IJlt1rJ1WIt2 IlAP BSffB ftUJ' 'D PII/JPDfT .DISC'lUBD llDZlN AS
,UtUNtJ rlf'Il1N 60Ia .V MJfXJ1IIU1G IV rD DfJlll611I1rT P~" tIDOI1IOOOIC
ff1f'1l AM BPICI7r. .IW2 01 &-,.....
.. mu 1'OUCT rAB IItW USD nJ PllDlU2 'rll1tl llrI1lr6r.
2"BI' DJWlN.U. lJtJRnT nu _ IN f'D I'OBSIS1IlOJI 01 f'D BUR'lnrNf ~
~~1OJtIfl'f'rJMflIB8f'lf)NtlIJDDI'D"'tJ/tIrJl1l&
lUSl1l (# ~ lUUlJI/f;8 " C'OO.IUJlJI.WIS AU IN1Jl.Ua BrM'6 PUla
0DiD1lJJl1fD'D ~ __ ANrJ f'1B l1IDlANA 1lA1U1 .NftI'OJtE
Bf'An0l'1U.lJIOlfJ J
)88
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m: BZ'fB CDJIJIlJlI1CM7O " nRBr ~ nf'UI l1ISU1U.Na (U r'BlS IS IV
-
I'DJ' r'B/B srnwIT. BIND CtlICPI.n'D IN fB IUUJ ON ff--...<<J. ,,~ ~ f!.J IN
~ ~=.. :kAf:t:talFB: ~m''fI,,~~-'f:"
fPU ~ IR:lZ1D8 .. 10. ". " 0' r'ua -r I'DItIO.r. ~
PU1I8UBIr ro rD M MXJPnD lIT ..I.Lf,j AND M:8JI ~ IN
D'nr:t ON rD DAn or UIlnIlCMION 0' A U1lBAN 1lC11lrn'.
lW'ZD rB1S ,. ruT 0' ~ .1000.
0Jl1UUJ.. __
ANJ) PDlIItS BDOU Bl11UJlNQ U1J RVORr ANt
IIt71lnll1B.
rnu POUCr lOR B11UtlJIQ UD
81lt1W11 ON PI.Ar or Bl11lV1T.
tw .un' ODIDB. f'11ZT 1II1Br aus f'1B
BASIS OF BEARING
N
fE
S
MEAN H.4GHETIC DECUHATIOll
DBTAINED f"RDH u.s.G.s.
7 1/2 MINUTE $CRIES MAP
CNM:l. .........NOLE
STATE OF' INDIANA
+GN
5l~S
36 HILS
LATlTUJ)E. 3rS7'28.25'
UlNGlTUDEI 86-07'32.9....
LEGEND
-0- TELEPHONE POLE (''''',jEXISTING GROUND CONTOUR
EB TELEPHONE CANISTER
(j) STORM MANHOLE
X:( LIGHT POLE
tl' fiRE HYDRANT
= INLET
..n.. SIGN
(j) SANITARY MANHOLE
o CATCH BASIN
f> FLAG POLE
-0- PO'w'ER POLE
iii ELECTRIC MANHOLE
ISI TELEPHONE
H 'w'ATER VALVE
& GAS VALVE
- STORM SE'w'ER LINE
>- SANITARY SE'w'ER LINE
-'w'- 'w'ATER MAIN
-E - UNDERGROUND ELECTRIC
- T - UNDERGROUND TELEPHONE
- DE - OVERHEAD ELECTRIC
o ROOF VENTS
o ROOF DRAINS
/):,. EXISTING ANTENNA
e SHRUB
PREPARED BY'
~
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SITE NOI IN-2572
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CARMEL, INDIANA 46032
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COMMUNICATIONS, INC.
300 PARK BOULEVARD, SUITE 500
IT ASCA, IL 60143
TELEPHONE.630/875-6600
FACSIMILEI 630/875-2699
DRA'w'N BY' D. KOONTZ
CHE:!;KE;!l.-!lY' J. KI;;LLA
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PROJECT NO" 788.122
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1715 MAGNA VOX WAY
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(219) 436-2668 - (219) 436-2402 FAX
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The concepts, ideas, designs, plonsond dBfoilsns
shownonthisdocumentorethesolepropertyof
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sholl be used by any person, firm or corporation for
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shall be used byanyperson,firmolcolporotionfor
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shall be permitted to retoin ropies for informotion
ond reference in COllnedion with this project.
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ELMHURST. Il 60126
TElEPHONE,630/379-5700
FACSIMilE, 630/379-5701
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MAG TECH
SERVICES, INC.
171 5 MAGNAVOX WAY
FORTWAYNE, IN 46804
(219)436-2668 - (219)436-2402FAX
The COhcepts, idllOS, designs.plonsond defoilslIs
shown on this documellt 019 the sole property of
MAGTECH Services, Inc., and were creoled. developed
and presented forUSllonthis specific project. None
of the concepts, ideos, designs, plonsond detoils
sholl be IJsed by ony person, firm orcorpOfotion for
ony purpose whotsoever, witholJtthe sxpressed
wrinen consent of MAGTECH Services Ine. The Owner
shnll bepermined toretnin cnpiesfo;informotion
ondreferenceinconnectionwiththisproject.
WOODLAND
SITE NO: IN-2572
1776 E. 116TH STREET
CARMEL, IN. 46032
APPROVALS
PROJEa MANAGER: _DATE:_
NEXTEl, DATE:_
I DRAWN BY,
I CHECKED BY,
NO, DATE,
02.09-01
MWBI
SAH I
ISSUE,
ZONING
EXHIBITS
REVISIONS, DATE, BY,
CERTIFICATION,
SHEET TITlE,
SITE ELEVATIONS
IPROJEC] NO, 020-0241
ISHEETNUMBR A-1
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