HomeMy WebLinkAboutTAC Submittal
James A.L. Buddenbaum
jbuddenbaum@parrlaw.com
PARR RICHEY
~BREMSKEY
(0MORTON
201 N. ILLINOIS STREET, SUITE 300
CAPITAL CENTER SOUTH
INDIANAPOLIS, IN 46204
(317) 269-2500' (317) 269-2514 Fax
indianapolis@parrIaw.com
ATTORNEYS
www.parrlaw.com
June 13,2006
Angie Conn, Planning Administrator
Department of Community Services
City of Carmel
One Civic Square
Carmel, IN 46032
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Re: New Cingular Wireless PCS, LLC ("Cingular")
Docket No. 06040014 SE
Docket No. 06040015 V, 06040009 V
12120 Brookshire Parkway
Dear Ms. Conn:
Please find the enclosed transmittals, e-mail, letters and attachments regarding the above Special
Exception, Variances of Setback Development Standard petitions which were transmitted to the
Technical Advisory Committee (TAC) Members. This is in reference to the June 21, 2006 TAC
meeting in advance of the June 26, 2006 BZA hearing.
Please be aware that copies of these plans have been mailed to Cindy Kailber, Postmaster and
Chuck Sheppard, Vectren Energy.
Very truly yours,
Jmp
Enclosures
188783
Lebanon Office
225 Wesr Main Street' Lebanon, Indiana 46052-0668 . (765) 482-0110 or (317) 269-2509 . (765) 483-3444 Fax' lebanon@parrlaw.com
James A.L. Buddenbaum
jbuddenbaum@parrlaw.com
PARR RICHEY
~REMSKEY
(0MORlDN
201 N. IllINOIS STREET, SUITE 300
CAPITAL CENTER SOUTH
INDIANAPOLIS. IN 46204
(317) 269-2500 . (317) 269-2514 Fax
indianapolis@parrlaw.com
www.parrlaw.com
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flLfcopy
ATTORNEYS
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June 6, 2006
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Postmaster
c/o Cindy Klaiber
Carmel Post Office
275 Medical Drive
Carmel, IN 46032-9998
Re: New Cingular Wireless PCS, LLC Proposal for Commercial Mobile Radio Site at
Brookshire Golf Course (12120 Brookshire Parkway, Carmel, Indiana)
Docket Nos. 06040015 V
0605009 V
06040014 SE
Dear SirIMadam:
Enclosed please find a complete copy of the plans which have been submitted along with the
applications for special exception and variance of developmental standards for the above-
referenced project. If, prior to the June 21,2006 Technical Advisory Committee meeting, you
have additional questions or wish to receive additional information concerning the proposed site
please contact me at the above address or telephone number.
Very truly yours,
Jmp
Enclosure
188200
Lebanon Office
225 West Main Street. Lebanon, Indiana 46052-0668 . (765) 482-0110 or (317) 269-2509 . (765) 483-3444 Fax . lebanon@parrlaw.com
James A.L. Buddenbaum
jbuddenbaum@parrlaw.com
PARR RICHEY
~REMSKEY
(()MORION
www.parrlaw.com
201 N. IlliNOIS STREET, SUITE 300
CAPITAL CENTER SOUTH
INDIANi\.POLIS, IN 46204
(317) 269-2500. (317) 269-2514 Fax
indiaJtapolis@parrlaw.com
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Fr~t~iiJ p y
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ATTORNEYS
June 6, 2006
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P. O. Box 1700 \ /..p}LP ...
Noblesville, IN 46061-1700 \ Onf \
Re: New Cingular Wireless PCS, LLC Proposal for Commercial MoJL------___-_U~UL--~-.-----J
Brookshire Golf Course (12120 Brookshire Parkway, Carmel, Indiana)
Docket Nos. 06040015 V
0605009 V
06040014 SE
Dear Sir/Madam:
Enclosed please find a complete copy of the plans which have been submitted along with the
applications for special exception and variance of developmental standards for the above-
referenced project. If, prior to the June 21,2006 Technical Advisory Committee meeting, you
have additional questions or wish to receive additional information concerning the proposed site
please contact me at the above address or telephone number.
Very truly yours,
Jmp
Enclosure
188208
Lebanon Office
225 West Main Street. Lebanon, Indiana 46052-0668 . (765) 482-0110 or (317) 269-2509 . (765) 483-3444 Fax . lebanon@parrlaw.com
PROJECT INFORMATION
SCOPE OF WORK: UNMANNED TELECOMMUNICATIONS FACILIlY INSTALLATION
SITE''AOORE5S: 12120 BROOKSHIRE PKWY
CARMEL. IN 46033
LAlTIUDE: 39' 57' 41.18"
LONGITUDE: 86' 05' 56.45"
JURISDICTION: CIlY OF CARMa
PROPOSED USE: TELECOMMUNICATIONS FACIUTY
DIRECTIONS: FROM THE INTERSECTION OF 1-465 AND S.R. 431 ON THE NORTH SIDE OF INDIANAPOUS, TAKE
5.R. 431 NORTH TO 116TH STREET, TAKE 116TH STREET EAST TO GRAY ROAD, TAKE GRAY ROAD NORTH TO
BROOKSHIRE PARKWAY, TAKE BROOKSHIRE PARKWAY WEST TO ENTRANCE TO GOLF COURSE, FOLLOW MAIN
DRIVE SOUTHWEST TO SITE.
TaCO PROVIDER: see
POWER PROVIDER: CINERGY
DRAWING INDEX
REV
IN-0410-01
IN-0410-02
IN-D410-03
IN-D410-04
IN-041 D-LS01
IN-041D-LS02
IN-041D-LS03
TinE SHEET
SITE LAYOUT PLAN & TOWER ELEVATION
LANDSCAPING DETAILS
UTIUTY ROUTE
SITE SURVEY
DETAILS
PARENT TRACT DETAIL
A
A
A
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NOTES
1. SEE THE FOLLOWING NOTES, SYMBOLS AND DETAILS. BECHTEL DOCUMENT NUMBER
24782-000-A3-EF-OQOO1 FOR THE IMPLEMENTATION OF THIS SITE DESIGN PACKAGE:
CONCRETE AND REINFORCING STEEL NOTES................. DETAIL 102
APPUCABLE BUILDING CODES AND STANDARDS............ DETAIL 103
DIRECT BURIED CONDUIT DETAIL................................... DETAIL 105
ABBREVIATIONS & SYMBOLS.........................:................. DETAIL 112
GROUND ROD DETAIL.................................................... DETAIL 114
INSTALLATION OF GROUND WIRE TO GROUND BAR....... DETAIL 118
GROUND BAR.................................................................. DETAIL 119
CONNECTION OF CABLE GROUND KIT............................ DETAIL 121
CONNECTION OF GROUND WIRE TO GROUND BAR........ DETAIL 122
ANTENNA CABLE GROUNDING-MONOPOLE...................... DETAIL 123
INSTALLATION OF GROUND WIRE TO GROUND BAR....... DETAIL 132
PlAN VIEW - TOWER DETAIL........................................ DETAIL 611
SITE WORK GENERAL NOTES.......................................... DETAIL 619
STRUCTURAL STEEL NOTES............................................ DETAIL 620
GROUNDING NOTES......................................................... DETAIL 621
ELECTRICAL INSTALLATION NOTES................................... DETAIL 622
GENERAL NOTES............................................................. DETAIL 623
COAX TAG IDENTIFICATION DETAIL FOR GREENFlaoS... DETAIL 636
GROUND ROD WITH ACCESS AR&.................................. DETAIL 644
ANTENNA ASSEMBLy....................................................... DETAIL 802
HOLEY MOlEY SAYS
"DIG SAFELY"
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"irS THE LAW"
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1-800-382-5544
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FIRST GROUP ENGINEERING INC.
CONSULTING ENGINEERS
1571.11'. 7.TB STRBBT. INDWUPOL1S. INDIANA
PH. (817) 280-81548 PAX (817) 280-81580
BROOKSHIRE
SITE NO. IN-D410
12120 BROOKSHIRE PKWY
CARMEL. IN 46033
6
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VICINITY MAP
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SITE NUMBER: IN-0410
SITE NAME: BROOKSHIRE
3
APPLICABLE BUILDING CODES AND STANDARDS
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SUBCONTRACTOR'S WORK SHALL COMPLY WITH ALL APPUCABLE NATIONAL, STATE, AND LOCAL
CODES AS ADOPTED BY THE LOCAL AUTHORIlY HAVING JURISDICTION (AHJ) FOR THE LOCATION.
THE EDmON OF THE AHJ ADOPTED CODES AND STANDARDS IN EFFECT ON THE DATE OF
CONTRACT AWARD SHALL GOVERN THE DESIGN.
BUILDING CODE:
[INTERNATIONAL BUILDING CODE (IBC). LATEST EDmON AS ADOPTED BY AHJ]
ELECTRICAL CODE:
[NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) 70 - LATEST EDmON, NATIONAL ELECTRICAL CODE,
AS ADOPTED BY AHJ]
UGHTNING PROTECTION CODE:
[NFPA 780 - LATEST EDmON, UGHTNING PROTECTION CODE]
SUBCONTRACTOR'S WORK SHALL COMPLY WITH THE LATEST EDmON OF THE FOLLOWING
STANDARDs.
AMERICAN CONCRETE INSTITUTE (ACI) 318, BUILDING CODE REQUIREMENTS FOR STRUCTURAL
CONCRETE
AMERICAN INSTITUTE OF STEa CONSTRUCTION (AlSC), MANUAL OF STEa CONSTRUCTION, ASD,
NINTH EDmaN
TELECOMMUNICATIONS INDUSTRY ASSOCIATION (TIA) 222-F, STRUCTURAL STANDARDS FOR STEEL
ANTENNA TOWER AND ANTENNA SUPPORTING STRUCTURES:
TIA 607, COMMERCIAL BUILDING GROUNDING AND BONDING REQUIREMENTS FOR
TELECOMMUNICATIONS
INSTITUTE FOR ELECTRICAL AND ELECTRONICS ENGINEERS (IEEE) 81, GUIDE FOR MEASURING EARTH
RESlSTMTY, GROUND IMPEDANCE, AND EARTH SURFACE POTENTIALS OF A GROUND SYSTEM
IEEE 1100 (1999) RECOMMENDED PRACTICE FOR POWERING AND GROUNDING OF ELECTRONIC
EQUIPMENT
IEEE C62.41, RECOMMENDED PRACTICES ON SURGE VOLTAGES IN LOW VOLTAGE AC POWER
CIRCUITS {FOR LOCATION CATEGORY .C3" AND "HIGH SYSTEM EXPOSUREj
TaCORDIA GR-1275, GENERAL INSTAllATION REQUIREMENTS
TaCORDIA GR-1503, COAXIAL CABLE CONNECTIONS
ANSI T1.311, FOR TELECOM - DC POWER SYSTEMS - TELECOM, ENVIRONMENTAL PROTECTION
FOR ANY CONFUCTS BETWEEN SECTIONS OF USTED CODES AND STANDARDS REGARDING MATERIAl.,
METHODS OF CONSTRUCTION, OR OTHER REQUIREMENTS, THE MOST RESTRICTIVE REQUIREMENT
SHALL GOVERN. WHERE THERE IS CONFUCT BETWEEN A GENERAL REQUIREMENT AND A SPECIFIC
REQUIREMENT, THE SPECIFIC REQUIREMENT SHALL GOVERN.
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DETAIL
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CINGULAR WIRELESS
TITLE SHEET
--
IN-0410-01
-
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11117 m
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(MphoIt)
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LENGlH OF CONDUIT FROM
SOURCE TO DEMARC
ELECTRICAL 45% LFT.
TELCO T.B.D.
.......
..........-------
LENGlH OF CONDUIT FROM
DEMARC TO SHalER
ELECTRiCAl 48:t LFT.
TELCO 53:1: LFT.
(QrrweI)
(I/uIdkIg)
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PROPOSED 20' WIDE
ACCESS/UlIUTY
EASEMENT
TRUE
NORlH
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:z:
o TOP OF PROPOSED UGtmllNG ROD - 140'
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G.C. TO SUPPLY AND
INSTALL MErAL
APPARAruS TO
SUPPORT TOP JUMPER
EVERY THREE (3) FT.
FUnJRE ANTENNAS
VALMOUNT PN: DESCRIPlION:
(1) 852366 13' LOW PROFlLE PLAlFORM, WITH HANDRAIL (INCLUDES
12-84" ANTENNA MOUNllNG PIPES
FOUR ANTENNAS PER SECTOR WITH
LOW PROFILE PLATFORM
CONFIGURATION MONOPOLE MOUNTING
DETAIL ~
NTS 02
PROPOSED 4" DIA. CONDUIT
<1> FOR POWER AND (1)
FOR 1ELCll
/
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(MphoIt)
PROPOSED 135'
MONOPOLE
/
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(DWf6 Ph)
NOTE:
FOR PROPOSED LANDSCAPING
SEE LANDSCAPING DETAIL SHEET
SITE PLAN
SQU:1".10'
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FIRST GROUP ENGINEERING INC.
CONSULTING ENGINEERS
1571~ W. 74TH STRBI'l', DlDIAN4POL1S, DlDIANA
PH. (817) 280-81i48 1'.0: (817) 280-81580
BROOKSHIRE
SITE NO. IN-0410
12120 BROOKSHIRE PKWY
CARMEL. IN 46033
6
5
PROPOSED LOW UGHT
AT SHalER ENTANCE
b
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-
TOWER ELEVATION
NoT.s.
2
NOTE:
CONTRACTOR TO ADD/PROIIlDE CABLE
HOIST PER MANUFACnJRERS INSTALLAlION
GUIDEUNES.
PROPOSED CINGULAR ANTENNAS 135'-0"
PROPOSED CINGULAR ANTENNAS 130' 0"
\ 1.
L CONTRACTOR TO PROIIlDE SECTOR
GROUND BAR AT EACH SECTOR FOR TWO
(2) LUG CONNEClION AND MOUNTED WITH
STAINLESS STEEl. BRACKETS. (SEE GROUND
BAR DErAIL)
2.
GROUND WIRE AND MAIN COAX CABLE
MUST BE SUPPORTED EVERY 3 FEET
IN/ON lHE MONOPOLE/TOWER.
3.
GROUNDING OF MAIN COAX CABLE SHALL
BE IN ACCORDANCE WITH EUPEN
SPECIFlCAlIONS.
4.
CONrRACTOR SHALL WfATHERPROOF MAIN
COAX CABLE CONNEC110NS PER EUPEN
SPECIFlCAlIONS.
PROPOSED MONOPOLE
FlN. GRADE
MONOPOLE
FOUNDATION
(BY OTHERS)
CINGULAR WIRELESS
SIlE LAYOUT PLAN &:
TOWER aEVA1l0N
--
IN-0410-02
D
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B
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IllY
A
It I 17 SZE
-- :
PLANTING NOTES
FORM SAUCER Willi A
4" CONlINUOUS RIM
b
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CD
HmEi..
lliESE ORAWlNGS ARE IN NO WAY AN INDICAlION OF
APPROVAL OF ANY ITEW(S) PERTAINING TO THE CONSTRUClION OF llilS
PROJECT, OlliER THAN PlANTS AND LANDSCAPING MAlERIAL
SOIL CONDIlIONS HAVE NOT BEEN lES'TED. IT IS THE RESPONSlBIUTY
OF THE LANDSCAPE CONlRACTOR TO NOllFY lliE OWNER'S REPRESENTAlIVE
IF ANY CONDIlIONS ARE NOT SAlISFACTORY.
MULCH TO DRIP UNE
4" DEEP
PLANT SCHEDULE
QUANTITY SCENlIFlC NAME COMMON NAME SYMBOL SIZE
19 THUJA OCCIDENTALS 'lECHNY' MISSION ARBORVITAE
4 Mer 1Ilnnala Tree Form AMUR MAPLE
22 Taxus Cl/spldata JAPANESE YEW
40 C.Y. SHREDDED BARK MULCH
1. LANDSCAPE CONlRACTOR (CONlRACTOR) SHALL VISIT .JOB SITE, INSPECT EXISl1NG
CONDIlIONS AND REVIEW PROPOSED PLANlING AND RELA lED WORK. IN CASE OF
DISCREPANCY BETWEEN PLAN AND PLANT UST, PlAN SHALL GOVERN QUANlITIES.
2. ALL UNDERGROUND UlIUlIES SHOULD BE LOCAlED IN THE FIELD PRIOR TO
COMMENCEMENT OF WORK.
3. CONlRACTOR WILL SUPPLY FINISHED GRADE AND EXCAVAlE AS NECESSARY TO
SUPPLY 4" TOPSOIL DEPTH IN ALL PLANlING BEDS.
4. ALL PLANT MAlERlAL TO BE PREMIUM GRADE NURSERY STOCK. PLANT MAlERlAL
SHALL CONFORM TO THE CODE OF STANDARDS SET BY "THE AMERICAN STANDARDS
FOR NURSERY STOCK," NO BARE ROOT OR PARK GRADE MAlERlAL WILL BE ACCEPlED.
5. GUARANlEE OF PLANTS FOR ONE (1) YEAR SHALL BEGIN AF1ER ACCEPTANCE BY
OWNER AND/OR PROJECT REPRESENTAlIVE. THE CONlRACTOR SHALL GUARANlEE ALL
PLANTS TO BEtN A HEALTHY, VIGOROUS CONDIlION FOR A PERIOD OF ONE (1) YEAR
FOLLOWING ACCEPTANCE. CONlRACTOR SHALL REPLACE, WITHOUT COST TO OWNER.
ANY DEAD OR UNACCEPTABLE PLANTS.
6. THE CONlRACTOR SHALL ASSUME ALL MAINTENANCE RESPONSlBlUTIES FOR A
MINIMUM OF ONE (1) YEAR. MAINTENANCE SHALL INCLUDE WAlERING. WEEDING, AND
OTHER OPERA liONS NECESSARY TO KEEP PLANT MA lERlAI. IN A THRIVING CONDI11ON.
7. ALL LANDSCAPE AREAS SHALL HAVE PROPER DRAINAGE THAT PREVENTS EXCESS
WAlER FROM STANDING AROUND lREES.
8. MULCHING AND WAlERING OF ALL lREES SHALL BE IMMEDIA1ELY OR WITHIN 16 HOURS
AF1ER INSTALLATION.
9. IT IS INTENDED THAT THIS SI1E WILL MATCH EXISl1NG GROUND ELEVAlIONS AND WILL
MAINTAIN EXISl1NG DRAINAGE PATlERNS WHERE APPUCABLE.
D
* PLANT SO lliA T TOP OF
ROOT BALL IS EVEN WITH
THE FINISHED GRADE.
SPECIFIED PLANTING MIX
WAlER AND TAMP TO
REMOVE AIR POCKETS
PLANTING MIX TO BE
2/3 TOPSOIL AND
1/3 SPHAGNUM PEAT
CUT BURLAP AND ALL
STRING AWAY FROM lRUNK
DO NOT LEAVE BURLAP EXPOSED
~PLANTlNG D.ETAIL
03 SCALE: NONE
c
ll11D1l_lDtL
PROPOSED CINGUlAR ANTENNAS 135'-0"
PROPOSED ClNGUlAR ANTENNAS 130'-0"
PROPOSED 135'-0" MONOPOLE
B
UMITS OF CONSlRUCTlON.
LANDSCAPE CONlRACTOR SHALL
REPAIR DISTURBED AREAS WIlli
SEED AND STRAW MULCH
ID . 0 ID
~..~
Gk)LANDSCAPE DETAIL
03 SCALE: 1".. 10'
GRADE
I2\SITE ELEVATION
\S7 SCALE: NONE
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FIRST GROUP ENGINEERING INC.
CONSULTING ENG~S
11714 Y. 74TH B'l'BBBT, INDIANAPOUB. INDIANA
PH. (817) 280-8NII PAX (817) 280-8lI8O
BROOKSHIRE
SITE NO. IN..Q410
12120 BROOKSHIRE PKWY
CARMa IN 46033
CINGULAR WIRELESS
:-:Cing~J!r
LANDSCAPING DETAILS
--
IN-0410-03
6
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PROPOSED 4. HOPE
(CONDUIT FOR 1El.EPHONE
APPRO)(. 285 Ln.)
ElGST. 1aCO PED 12107
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FIRST GROUP ENGINEERING INC.
CONSULTING ENGINEERS
15714 .... 74TH S'I'RBB'l'. 1ND1A1UPOL18. INDIANA
PH. (817) 280-8M8 PAX (817) 280-680
BROOKSHIRE
SITE NO. IN-D410
12120 BROOKSHIRE PARKWAY
CARMEl., IN 46033
CINGULAR WIRELESS
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UTIUlY PLAN
--
IN-0410-04
RE.Y
6
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11 X 17 9ZE
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FLOOD ZONE AE
FLOOD ZONE X
SEe. 32, n8N. R4E
a.A Y lOWIlSHIP
HAIlILTON COUNTY
10 0" 10
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PROPOSED 20' WIDE
ACCESS/UlIUTY EASEMENT
... of ~)
(Top of Bt1nIr)
-~
....
PaNT OF BEllINNING
LEASE MEA
to
(IN- S~)
SURVEY
ZONED: P-1
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,/ PARENT TRACT
Part of the -.u-t (Southwst. North_ llIHI ~ Quarter of SectIon 32, TOMI8hIp 18 North, RCIIIlI8 4 East In Hamltcn County, Indlana.m.... partlcularty ........- G8 foIlo1111:
/ CornmelClng at a _ lIonument faund morldng the _ ___ of the _ quart.- of _ SectIon 32: 1llEIICE North 89 ...... 48 mlnutea 150 __ w.t oIong the South 11n. of - QuorlIr
SectIon 481.89 f8el; lHENCE North 00 ...... rT1 mlnutee X1 _de _ 307.40 feet to the South_ _ of Gonlan reoI eetote. InlIl. , 81-2483, the foIIow1n9 faur (4) ......... and dIslanoee blIIng oIong -
GonIon reoI eetote; 1llEIICE North fiT doQrea 28 mlnutee 54 -.Is East 287.153 f8el; 1HENCE North 00 ....... rT1 mInutee 28 -.Is w.t 148.ll8 f8el; lHENCE North 64 __ rT1 mInutee 38 _de -
287.34 f8el; 1llEIICE North 89 ....... III mlnutee 48 __ _ 440.80 feet to the East line of.- IIC11lCl1'. Plat Book 15, _ 88-88; lHENCE North 00...... 43 mlnuteo 30 _de w.t oIong - -
line 4.4.1 f8el; 1llEIICE SoutlI 89 ....... 47 mlnutee 13 _ _ oIong tile North line of eoId .- IIC11lCl1' 222.70 feet to tile East 11n. 01 BrIar eo.. E8lateo, PIoI Book 8. _ 79-80; lHENCE North 00
....... 22 m_ 52 __ Weal along ooId East 11n. 8l1.5ll f8el; 1HENCE Narth 73 ....... 38 m_ 15 -.Is _ oIong the North 11n. of eoId BrIar eo.. Estatee 342.83 feet to tile Narth_ _ of the
~ e. It PoIrtcIo B. stout _ E8tote. Deed of which Ia __ .July 30, 1848. lnalrument flIll48; 1llEIICE North 72 ....... 45 m1nutee 34 _de _ oIong the North line of - stout reoI eetote. 344.44
feet to the _ line of __ Place, Plat Book 12, page 78. the following _ (3) _... llIHI __ blIIng along ooId __ Place; 1llEIICE Narth 00 ....... 14 mlnuteo 48 -.Is - 88Q.48 f8el;
lHENCE Narth 73 ....... 118 mInutee 15 _de w.t 478.37 feet to the ~ ___ of _ __ Place; 1HENCE South 00 ....... 21 m_ 4.1 _ East 11.70 feet to the N~ e<<n.. of Eden
Farest, corrected In Plat Book 3, page 87 oIao. the following two (2) ......... llIHI __ blIIng oIong eoId Eden FcneI; lHENCE Narth 84 ....... 33 mlnutee 28 _do _ 210.81 lee\: 1llEIICE North 00 .......
II m_ 4.1 -.Is _ 424.78 lee\: 1llEIICE North 24 degreM 43 mlnutee 42 _ _ 156.28 f8el; 1llEIICE North 24 ....... 48 mlnutee X1 -.Is WlIlIt 387.84 feet to the North line of eoId Eden FcneI;
1llEIICE oIong _ North 1In. North 89 ....... 24 mlnutee 50 _de Woiel 55.88 feet to the SoutIleG8t ___ of -Ire. SectIon 8--8, Plat Book 4. _ 171-172; 1llEIICE oIona the Eaeterly line of -
_Ire. SectIon 8--8. North rT1 dog.- 57 mlnutee 43 -.Is East 748.118 f8el; 1llEIICE continuing along tile East line of eoId SectIon 8--8 and the Eaeterly line of IIrooIuIhn SeotJon 8--1., PIoI Book 4. page 188.
for the ~ elx (8) 0llU'- 1llEIICE North 15 doQrea 01 m_ 45 _ East lI08.37 lee\: 1llEIICE North 20 ....... 34 m_ 48 _ East 234.88 f8el; 1HENCE North 08 ....... 118 mInutee II
_ East 233.12 f8el; 1HENCE North 16 dog.- I~ m_ 45 _ East 318.71 f8el; 1HENCE North 40 degree 56 mlnutee 51 _ East 442.15 f8el; 1llEIICE South 88 ....... 28 m_ 50 - East
174.25 feet to tile Woiel line of IIrooIcIhn 0wrI00k. PIoI Book 7. page 148, tile following ..... (11) _... and __ blIIng oIong eoId IIrooIcIhn OwrIoolc; 1HENCE South 00 ....... 18 mlnutee 30 _ Woiel
38.153 f8el; 1HENCE Narth 89 ....... 40 mlnutea 30 __ Woiel 3.84 f8el; 1HENCE South 00 ....... 18 m_ 30 _ Woiel 115.18 lee\: 1llEIICE South 00 dog.- 18 mlnutee 30 - Weel 85.18 lee\:
lHENCE South 72 ....... 01 mlnutee 00 _de East 74.75 f8el; 1llEIICE North 20 ....... II m_ 30 _ East 12.20 f8el; 1llEIICE South 68 ...... 48 m_ 30 _de East 38.78 lee\: lHENCE South
16 ....... 28 mlnutee 45 _ WlIlIt 2DD.OO lee\: 1llEIICE South 73 ~ 33 mlnutee 15 _de East 45.00 f8el; lHENCE Narth 47 doQrea 01 mlnutee 42 __ East 22D.37 f8el; 1llEIICE North 38 ......
38 m1nutee 30 _de East 185.00 feel to the ~ oom.. of the Lumber lIart _ E8tote. Deed Book 238. page 272; 1llEIICE Narth 46 degreee 18 mlnulee 30 _de East oIong the South line of eold
Lumber Ilort 176.78 feet to the SoutIleG8t cern.. of IICIId Lumber lIart reoI eetote; lHENCE Narth 00 ....... 18 mlnut.. 30 -.Is Woiel oIong tile East 11n. of eoId Lumber lIart 165.00 feel to tile North 11n. of the
~ quart.- of eolel SectIon 32; 1HENCE South 89 ....... 40 m1nutee 30 _ East oIong eoId North 1In. 244.38 feet to the N__ ___ of -.... FIrllt SeotIon, Plat Book 3, page 108, the
faIowIng elx (6) oou.- and dIaton_ blIIng along eolel _Ire. FIrllt SectIon; 1llEIICE South 32 clegreee 38 m1nutee 00 _de East 217.18 lee\: lHENCE South 32 clegreee 48 m_ 15 _do Woiel 217.27
f8el; lHENCE South 21 ....... 38 mlnutee 10 _ Weet 2115.20 f8el; 1llEIICE South 47 clegreee 05 m_ 35 -.Is Woiel 250.08 f8el; 1HENCE South 32 ....... 48 m1nutee 30 _Weel 417.41 lee\:
lHENCE South 38 ....... 58 mlnutee 30 _ Weel 289.38 feet to the Nartherly oom.. of IIrooIuIhIre. lhlrd SectIon, PIoIBook 3, _ 145. tile following ....... (11) ___ and ~ blIIng along eoId
IIrooIuIhIre, lhlrd SectIon; lHENCE South 80 doQrea 38 mlnutee 25 _de Weel 165.23 lee\: 1llEIICE South 17 ...... 00 m_ 00 _ _ 515.88 f8el; lHENCE South 41 clegreee 18 m_ 27 -
Woiel 188.86 f8el; 1llEIICE South 10 cIegr8ee 21 mlnutee 26 -.Is _ 328.89 f8el; 1HENCE South 06 ....... 10 m_ 00 -.Is East 381.87 f8el; lHENCE South 32 ....... 10 m_ 00 _de East
386.51 f8el; 1llEIICE North 70 doQrea 38 mlnutee 00 _de East 138.45 lee\: 1HENCE North 43 doQrea X1 mlnutee 45 _de East 5116.00 f8el; 1llEIICE North 08 doQrea 10 m_ 00 - Woiel 231.78
f8el; lHENCE Nar\h 45 cIegreee 00 m_ 00 _ East 315.00 f8el; 1llEIICE Nar\h 80 ....... 46 mlnutee 28 _de East 152.08 feet to the _y 1In. of IIrooIcIhIre. Second SectIon, PIoIBook 3, page 116,
tile following nIn. (8) ......... and dIalan_ blIIng along eoId _n Second SectIon; 1llEIICE South 08 doQrea 32 m_ 35 _de East 238.08 lee\: lHENCE Harth 62 ....... 51 mlnutee 20 _de East
170.02 f8el; lHENCE oIong a ....... to the left _ 0 rocIlua of 330.00 feel, the _ of which -.. North 82 ....... 51 mlnutee 42 _ East fram eolcI point, 1llEIICE oIong _ ....... an ore cIIatance of
131.84 feel, eoId ...... ........g a delto of 22 doQrea 51 m_ 20 _do, eold ore blIIng eubtended by a chord &-Ing South 38 ....... 34 mlnutee 20 eeoond8 East and hcMnG a lenoth of 130.77 f8el; 1llEIICE
South 50 ....... 00 mlnutee 00 _ East 2IllI.33 f8el; lHENCE South 40 cIegreee 00 m_ 00 _ Woiel 15D.00 f8el; lHENCE South 41 degreee 48 m_ 31 _de East gj,23 f8el; lHENCE South 11
....... 03 mlnutee 38 _ East 138.55 lee\: 1llEIICE South 30 ....... 00 mlnutee 00 __ Weel 312.18 f8el; 1HENCE South 05 clegreee 00 mInutee 38 __ East -.2& feel to the Northerly line 01
~Ire. SectIon F1w, Plat Book ... _ 114-118, the fllllowlng e1_ (II) ......... and _ blIIng along eold _.... SeclIon F1w; 1llEIICE North 80 ....... 00 mlnutee 00 ........ - 43D.00 lee\:
lHENCE South 24 ....... 20 m_ 55 _ _ 144.78 f8el; 1llEIICE South 12 clegreee 54 mlnutee 00 _de _ 238.58 f8el; 1llEIICE South 45 clegreee 00 mInutee 00 _ East 188.l12 f8el; lHENCE
South 55 ....... 25 m_ 48 _de East 375.38 f8el; 1HENCE South 76 cIegreee 13 mInutee 35 _ East 350.12 f8el; 1llEIICE South 86 ....... 41 mInutee 40 _ East 770.00 lee\: lHENCE North 86
clegreee 37 mlnutee 24 _de East 150.76 lee\: lHENCE Narth 71 ....... 41 m1nutee 34 __ East 75.X1 f8el; lHENCE North 51 cIegreee 44 m_ 41 _de East X1B.81 f8el; lHENCE North 89 ....... 48
mlnutee 08 -.Is East 208.71 feel to tile _y 11n. rlghl-of-way line of Gray Rood, tile foIIoma elx (6) _... llIHI _ being oIong eoId right-of-way of Gray Rood; lHENCE South 00 clegreee 08 mlnutee
42 _de East 401.57 f8el; 1llEIICE South 12 dog.- 14 m_ 45 __ _ 102.38 f8el; lHENCE South 00 ....... 08 mlnutee 42 __ East 15D.00 f8el; 1llEIICE South Ie cIegreeO 33 mlnutee 15 _de
East 53.01 f8el; lHENCE South rT1 clegreee 21 mInutee 54 _de Woiel 101.86 f8el; 1llEIICE South 08 doQrea 40 mlnutee 08 _de East 207.87 feet to tile northerly right-of-way line Of East 116th - tile
following 1M (5) ......... and dIatanoe blIIng oIong eoId Northerly 1In. of East 118th street: 1HENCE South 81 clegreee 37 mlnutee 118 _do Weel 82.68 f8el; lHENCE South 84 __ 45 mlnutee 22 - Weel
55.24 f8el; lHENCE Narth 88 ....... 54 mlnutee 34 _ Woiel 675.00 f8el; 1llEIICE South 70 ...... 10 mInutee 48 _ Woiel 53.16 lee\: 1llEIICE South 00 clegreee 05 m_ 28 -- w.t 2D.00 feel
to tile poInl of beginning.
FIRST GROUP ENGINEERING INC.
CONSULTING ENGINEERS
G71. W. 7"TB 1lTBBBT, INDIANAPOLIS. INDIANA
PB.(817) 29G-llMlI PAX (817) 280-8580
BROOKSHIRE
SITE NO. IN-0410
12120 BROOKSHIRE PARKWAY
CARMEL. IN 46033
:-:cing~R!!r
6
5
4
BROOKSHIRE FIRST MORTGAGE LLC
(PARCEL 118--10-32-00-00-012.001)
~
I) o\ooonIlng to the .-Ing token _ a GPS ......... and
checked _ tile United Stotee Department of the interior
GeoIoglcoI SUney 1Iop. ~. Indlana. the u.- oent.-.Ia
IacatecI Narth 38 clegreee 57 m_ 41.18 __ llItItude
llIHI Woiel 86 cIegreee 05 mInutee 56.45 _ Longltucle.
2) 1he eIe'<IatIona. ore reflnncecl to the use It GS datum.
3) 1he IocotIona of exIatIng uncWground utBIIIee .... -.-. In an
opproxIrnote way only and hove nat been Independently verIlIacI
by tile _ ... lte lepl_.taIMt. 1he controctor IIhoII det.-mlne
the aact location of 011 lIld8tIng utBIIIee before commencln9 wcrk,
and _ to be fully............... for any and 011 dom_ which
might be -.ad by the contractar'. foIIure 10 _eIIy locate
and ~ any and 011 underground utDltIee. 1he controctor ...all
notify Holey lIo1ey (1-800-382-5544) 48 hou.. In _co of
-..trucIIon. for the _ location of eelxlIng utDltIee.
_ SIte ....1uppe.cIrV
4) _g to Flood HozarcI IIculdory IIop Number 1l1057CQ228F
(Panel 228 of 280) .HomBton County, indiana. datecI February 19. 2003 the
prllIlOIOCIl.... area '11ee In lan. AE.
5) 1he ~ .)lIItem ueed for 011 prllIlOIOCI cIeecrIptIona _ thla
eheel, en ~ on tile State Plane Co<<dInatII System (MAD 83).
Glwn un_ my hand and eeoI
I..IIwr8I!ce e. Suhre
RegIatered Land llunieF No. 810018
State of Indlano
lhla _ ... prepared by FIrllt Group Engineering. Inc.. 5714 Weel 74th street, lndIanopal", IN.
uelng flIaturee located In tile field llIHI information euppllad by the dlent. lhe boundary depicted
herein ... not n_y created fram a tIIle report _ compcnd _ adjoin... -
3
2
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llx17 m
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ISSUED FOR ZllNNO
-
CINGULAR WIRELESS
SITE SURVEY
--
IN-0410-LS01
PaNT OF BEGINNING
ACCESS,lUTIU'IY
EASEMENT
<D N 00'00'00. E
50.50'
@ S 90'00'00" W
20.00'
@ N 00'00'00" E
20.00'
@ N 90'00'00. E
20.00'
@ N 50"36'20. E
287.46'
@ N 38"50'41. E
89.09'
<Z> N 30"38'02. E
290.16'
@ N 33'0'41. E
170.08'
@ N 27'00'14. E
209.27'
@ N 38'56'17" E
440.98'
@ S 38"34'20. E
20.48'
@ S 38'56'17" W
434.46'
@ S 27'00'14" W
208.26'
8 S 33'0'41. W
170.71'
LEASE AREA DETAIL
SCALE: ,. = '0'
8
o
@ S 30"38'02. W
291.15'
@ S 38'50'41" W
92.59'
@ S 50"36'20" W
280.07'
@ S 00'00'00. W
48.04'
@ S 3716'36" E
19.82'
@ S 52"43'24" W
25.00'
@ N 3716'36. W
20.00'
ACCESS/UTILITY EASEMENT DETAIL
SCALE: ,. = 60'
PROPOSED ACCESS/UTILlTY EASEMENT
Part of SectIon 32, Tawnohlp 18 Narth, Range 4 East In aay Tawnlhlp, Ham8tan Caunty, indiana,
mCll'1l partlcularly _ GO fd\awC
Cammenclng at the Sau_ carner of the Sauth~ Quarter of oaId SectIon J2; then.. along the
Sauth line of the Sau1heaot Quarter of oaId SectIon 32. Harth 89 clllgr.- 48 mlnulee 50 _cia _
(""""""'" bearing) a cIletanae of 481.72 fIiet; th.... Narth 00 clllgr.- rn mlnulee 27 _cia _ a
dlIItanae of 307.40 feet; _ae Narth 67 ~ 28 mlnulee 54 ....... East a cIletanae of 267.53
feet; _ Narlh 00 degreee rn mlnulee 28 ....... _ a cIletanae of 148.158 feet; th..ae Narth
84 clllgr.- rn mlnulee 38 ....... _ a dlIItan.. of 287.34 feet; _.. Narth 89 clllgr.- 10
mlnulee 48 _cia _ a _.. of 440.80 feet; _ Narth 00 __ 43 mlnulee JO __
_.a.dlIItanae.of 4.43 feet; th..ae.Narlh 89clllgr.- 47 mInulee 13 __ a distance of
222.70 feet; th.... Narth 00 clllgr.- 22 mlnulee 52 _cia _ a _.. of g8.5ll feet; _
Narth 7J __ 38 mlnulee 15 _ _ a cIletanae of J42.8J feet; _ae Narlh 72 degreee 45
mlnulee J4 _cia _ a cIletanae of 344.44 feet; thenae Narlh 00 dear- 14 rnlnutee 48 _cia
_ a dlIItan.. of 890.48 feet; _.. Narlh 15 clllgr.- 50 mlnulee 19 _ _ a distance of
128.91 feet; _ Narth J7 degreee 18 mInulee 38 _cia _ a dlIItan.. of 85.00 feet; _..
Narth 52 __ 43 mlnulee 24 __ East a cIIatance af 20.00 feet to the paint of beginning of
thle deecrlptJan: th-.ae Narlh 00 cIegreee 00 mlnulee 00 ....... East a dIetan.. of 50.50 feet;
_ Sauth 90 degreee 00 mlnulee 00 ....... _ a cIIatance of 20.00 feet; th-.ae Narth 00
clllgr.- 00 mlnulee 00 _cia East a cIletanae of 20.00 feet; _ Narth 90 degreee 00 mlnulee 00
....... East a cIletanae of 20.00 feet; th-.ce NlII'lh 50 clllgr.- 38 minutes 20 _ East a
dlIItan.. of 267.48 feet; th.... Narlh 38 __ 50 mlnulee 41 _cia East a cIletanae of 89.09
feet; _ Narth JO degreee 38 mlnulee 02 ....... East a cIletanae of 290.18 feet; _ Narlh JJ
clllgr.- 10 mlnulee 41 ....... East a cIletanae of 170.08 feet; th.... Narth 27 degreee 00 mlnulee
14 _cia East a _ce of 209.27 feet; _ Harth 38 clllgr.- 158 rnlnulee 17 ....... East a
dlIItanae of 440.98 feet; _ Sauth 38 decIrwee J4 mlnulee 20 ....... East a cIletanae of 20.48
feet; _ Sauth 38 decIrwee 158 mlnulee 11 ....... _ a _ of 434.48 feet; th-.ae Sauth
27 clllgr.- 00 mlnulee 14 ....... _ a cIIatance of 2OB.28 feet; th..ce Sauth JJ cIegreee 10
mInulee 41 _ _ a cIletanae of 170.71 feet; _ Sauth JO cIegreee 38 mlnulee 02 _cia
_ a dlIItance of 291.15 feet; _ Sauth 38 clllgr.- 50 mlnulee 41 ....... _ a _ce of
92.58 feet; th.... Sauth 50 degreee 38 mlnulee 20 ....... _ 0 cIletanae of 280.rn feet; _..
Sauth 00 cIegreee 00 mlnulee 00 ....... _ a clIetanae of 48.04 feet; _ Sauth 'Sf cIegreee 18
mlnulee 38 ....... East a cIletanae of 19.82 feet; th-.ae Sauth 52 cIegreee 43 mlnulee 24 .......
_ a _ of 25.00 feet; th.... Narth J7 __ 18 mlnulee 38 ....... _ a dlIItanae af
20.00 feet to the paint of beginning and oan_1ng 31,708 _ feet, mare ot' _
Subject to all rtghte--of way. _to and reetrIctIane of .-.I.
Note: Thle legal deecrIptfan Ie not the reeult of a fun boundary au.....,. It Ie the reeuIt of
compDatlon of .- InfarmatIon and location of _able monumentatlan.
c
PROPOSED I.EASE AREA
Part of SectIon 32. Tawnohlp 18 Narth, Range 4 East In aay T_lp, Ham8tan County, indiana,
mCll'1l partIadarIy _ GO faIIawe:
Commencing at the Sau1heaot __ of the Sau1heaot Quarter of oaId SectIon J2; _ along the
Sauth line of the Sauth~ Quarter of eald SectIon 32, Narth 89 degreee 48 mlnulee 50 _cia _
(aoeumed beorln9) a cIletanae of 481.72 feet; th..ae Narth 00 __ 07 mlnulee 27 __ _ a
-.. of 307.40 feet; _ Harth 87 decIrwee 28 mlnulee 54 _cia East a _ of 287.53
feet; _ Harth 00 cIegreee rn mlnulee 28 ....... _ a clIetanae of 148.58 feet; th.... North
84 degreee rn mlnulee J8 _cia _ a dlIItanae of 287.34 feet; th-.ae Narlh 89 cIegreee 10
mlnulee 48 ....... _ a cIletanae of 440.80 feet; _ North 00 degreee 43 mlnulee JO .......
_ a cIletanae of 4.43 feet; th-.ae Narlh 89 cIegreee 47 mlnulee 13 ....... _ a cIletanae of
222.70 feet; _ae Narth 00 degreee 22 m1nulee 52 _cia _ a cIletanae of 88.58 feet; th....
Narlh 7J degneee 38 mlnulee 15 ....... _ 0 dIetanae of J42.8J feet; _ Narth 72 __ 45
mlnulee J4 _cia _ a clIetanae of 344.44 feet; _ Narth 00 __ 14 mmrtee 48 .......
_ a dlIItan.. of 890.48 feet; thence North 15 degreee 50 mlnulee 19 _cia _ a dlIItance of
128.91 feet to the paint of beginning of thle deecrIptfan: th.... Narth J7 cIegreee 18 mlnulee 38
_cia _ a dlIItance of 85.00 feet; th.... Narlh 52 degreee 43 mlnulee 24 _ East a
dIetonce of 20.00 feet; th-.ce South 'Sf degneee 18 rnlnulee 38 _cia East a _ of 85.00 feet;
_ Sauth 52 degreee 43 mlnulee 24 _cia _ a dIetanae of 20.00 feet to the paint of
beginning and oantolnlng 1,300 _ feet, mCll'1l ot' _
Subject to an rtghte-af-way, eaeemClllte and reetrIctIamI of .-.I.
Note: Thle legal daearlptlan Is not the .....It of a full boundary euney. It Is the .....It of
campUatIon of .- Infarmatlan and IoaatIan of CMIIIabIe manumentatlan.
B
GIwn under my hand and eeaI
Lawrence C. Suhre
RegIaterecI Land SuIw)lOl' No. 910018
State of Indlano
This euney _. __ by Flret Graup EngIneerIng, Inc., 5714 Weet 74th Street, Indlanapolle, IN,
uelng _reo looated In the field and information eupplled by the c:tlent. The boundar)' daplcted
herein _ not neceeearlly created from a title report not' campClI'1Id with adjolnere -.
A
BROOKSHIRE
SITE NO.IN..Q410
12120 BROOKSHIRE PARKWAY
CARMa, IN 46033
CINGUlAR W1REILSS
FIRST GROUP ENGINEERING INC.
CONSULTING ENGUNEERS
&7140 Y. 74TH S'l'BBBT, JNDIANAPOUB, JNDIANA
PH. (817) 280-9MlI PAX (817) 2lI0-1ll58O
6
)\Cing!!!!!"
DETAILS
A
11 X 17 9ZE
~ :
__ IU&R
IN-0410-LS02
REV
5
4
3
2
---- ~ ~
."L~
SOU1HEAST CORNER OF 1HE
SOU1HEAST QUARTER OF
SEe. 32. nllN, R4E IN
HAMll.1ON COUNTY, INDIANA
r--. 'L
AFf'. P.I..
--
______ ~APP. P.L.
~
----
~
BROOKSHIRE FIRST MORTGAGE LLC
(pARCEL fl6-1o-32-oo-ocH112.001)
L
'-AFf'. P.I..
I
<D N 89"48'50" w
481.72'
@ N Dr107'X1" w
3l11.4ff
@ N 87'29'54" E
287.53'
@ N Dr107'211" W
148.58'
@ N 84'07'38" W
287.34'
@ N 119"I0'48" W
440.80'
(i) N 00"4$30" W
4.4$
@ N 89'47'13" W
222. 7rf
_ under my hand and _
@ N llO'22'52" W
9lI.58'
@ N 73'38'15" W
342.83'
@ N 72"45'34" W
344.44'
@ N ocn4'48" W
890.48'
@ N 15'liO'19" W
128.81'
9 N 3n8'38" W
85.00'
@ N 52"4$24" E
20.00'
SEE SHEET LS01 FOR
SITE SURVEY AND
SHEET LS02 FOR
DETAD.S
l..cmwlce e. SUhre
~ Land liurwF No. 810018
state of lncIlano
PARENT TRACT DETAIL
SCALE: 1. = 200'
11110 IUI'V8y .. prwpcnd by Fht Graup EnvIn.....g, Inc., 5714 _ 74th street. Indlanopal", IN,
ullng feotureo locoted In the field and Infarmotlan ouppIled by the client. 'The boundory depicted
- .. not ~y created from 0 title report nCO' oomporod with adjoin... -.
DETAIL "A"
FIRST GROUP ENGINEERING INC.
CONSULTING ENGINEERS
5714. W. 74TH STRBBT. INDIANAPOLIS. INDIANA
PH. (317) 280-11649 PAX (317) 2llO-8S80
6
BROOKSHIRE
SITE NO. IN-0410
12120 BROOKSHIRE PARKWAY
CARMEL. IN 46033
~I
"cing~!![
A 11/15/05
NO. 1141E
ISSUED FllR ZONINO
-
2
5
4
3
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D
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B
A
CINGULAR WIRELESS
PARENT TRACT DETAIL
--
REV
A
11 X 9lE
PIC- :
IN-041o-LS03
..
~
.
,
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SUbWt;++-cJ
Page 1 of1
1k ~7
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tP
Conn, Angetina V
Jim Buddenbaum Ubuddenbaum@parrlaw.com]
Tuesday, June 06, 20064:16 PM
Akers, William P; Blanchard, Jim E; Brewer, Scott I; Bruner, Jennifer; Duffy, John M; Duncan,
Gary R; Farrand, Ron; Fogarty, Michael D; Gajownik, Brooke; Groves, Dean; Hoyes, Greg;
Hoyt, Gary A; Hunter, Shirley; IIko, Gregory PE; Kirkman, Jason; Klaiber, Cindy; Klingensmith,
David W; Krueskamp, Theresa A; Lemaster, Jason; Magee, Teresa; Marlett, Jennifer;
McBride, Mike; Morris, Ron; Redden, Nick;Shupperd, Chuck; South, John; Westermeier,
Mark; Wood, Mark
Conn, Angelina V; jmolitor@prodigy.net; Dave Dickson
New Cingular Wireless PCS LLC Proposed Site At Brookshire Golf Course 06040014 SE,
06040015 V, 06050009 V
Attachments: CINGULAR 410, Final ZDs.PDF
From:
Sent:
To:
Cc:
Subject:
/
TECHNICAL ADVISORY COMMITTEE MEMBERS:
Attached are the Site Drawings for the proposed Special Exception, Variance of Setback Development Standard
and Variance of Landscape Plan as referenced above for your consideration in anticipation of the June 21, 2006
TAC meeting in advance of the June 26, 2006 BZA hearing.
Mailed copies have been sent to the Post Master and Vectren by United States Postal Service. If anyone else
requires hard copies please advise.
Please feel free to contact me if you should have other questions concerning this proposal.
James A.L. Buddenbaum
PARR RICHEY OBREMSKEY & MORTON
201 North Illinois Street
Suite 300
Indianapolis, Indiana 46204
(317) 269-2500
Facsimile (317) 269-2514
ibuddenbaum@parrlaw.com
NOTICE: This email messageisforthesoleu.se of the intended recipient(s) and may contain information that is confidential
and protected from disclosure by the attorney-client privilege, as attorney work product, or by other applicable privileges.
Any unauthorized review, use, disclosure or distribution is prohibited. If you are not the intended recipient, please contact the
sender by reply emailand destroy all copies of the original message.
IRS Circular 230 Disclosure: To ensure compliance with requirements imposed by the IRS, we inform you that any U.S.
federal tax advice contained in this communication (including any attachments) is not intended or written to be used, and
cannot be used, for the purpose of (i) avoiding penalties under the Internal Revenue Code or (ii) promoting, marketing or
recommending to another party any transaction or matter addressed herein. If you are not the original addressee of this
communication, you should seek advice based on your particular circumstances from an independent advisor.
6/6/2006
PROJECT INFORMATION
SCOPE OF _ _ _lIlIlltollOllll ~ IIlSW.UII1ClN
sm:_ 12120__
_11_
IA11lUDE: ;W lIT 41.18"
LllNIlIIUDEl 88' OIl' _0
~ CllYOF-.
_ USE: _1NICo\1ICNS ~
lIlRIl:IlllNS> _!HE JNI'EJlSECIIllH OF I-48lI AND S.R. 431 ClIl THE _ SIDE OF lNIlWW'OIJS, TNCE
S.R. 431 _ 10 IIl11l1 SIREET. _ IIITH SIREET FAST 10 GRAY _ _ _ IllMIl _ 10
~~.~ _ _ WESI' 10 ENIRo\NCE 10 GClF COURSE, FlIWlW _
TELCO __ SIC
POllQl PRlMll!R: aNEIIGY
DRAWING INDEX
1N-041M1
1N-041Q.02
1N-0410.0a
1N-041D-CM
1N-041M801
1N-0410-L802
1N-0410.L803
TITLE SHEET
SITE LAYOUT PLAN .. TOWER ELEVAT10N
LANDSCAPING DErAILS
unurv ROUTE
SITE SURVEY
DETAILS
PAIlENI'TRACT DETAIL
NOTES
REV
A
A
A
A
A
A
I. SEE 1HE FllU.OIlINO _ S'IIIIIllIll AND DErAILS, IlEQfIU _ NUIIBER
247B2-ClClO-A3-EF-000ClI FOR 1HE _ OF 1HI5 sm: DEllIllII _
IIClI.EY IIOLEY lAYS
"IIIG 1AFELY"
FIRST GROUP ENGINEERING INC.
CONSULTING BNGDlBJlIlS
8'Pa4..Y__.__
... (BlY) __ r.q (BaY) __
6
~
"IMI THE LAW"
..-----
1-.a_
--
BROOKSHIRE
SITE NO. 1N-0410
12120__
CNlIIEI. IN _
5
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4
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SITE NUMBER: IN-0410
SITE NAME: BROOKSHIRE
A , ........
.... -
..... ~1Jft_
3
APPUCABLE BUILDING CODES AND STANDARDS
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SU8CllNIIIACIlI _ SIW.I. COIIP\.Y lllIIl ALL N'I'I.lCMIE _ S1'A1E, AND LOC:o\L
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CClIII1W:I' _ SIW.I. _ 1HE IlESIGN.
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DOCKET NO: 06040014 SE
DOCKET NO: 06040015 V
STATEMENT OF COMMITMENTS
COMMITMENTS CONCERNING THE USE OR DEVELOPMENT OF REAL ESTATE MADE IN
CONNECTION WITH DEVELOPMENT STANDARDS VARIANCE AND SPECIAL EXCEPTION
In accordance with IC 36-7-4-921, New Cingular Wireless PCS, LLC ("Petitioner") the Lessee
of the real estate located in Hamilton County, City of Carmel, Indiana, which is described in Exhibit A
attached hereto and incorporated by reference ("Real Estate"), makes the following commitments
concerning the use and development of the Real Estate in connection with its petitions for
Development Standards Variance and Special Exception:
STATEMENT OF COMMITMENTS
1. The tower will be designed and erected in such a manner as to reasonably accommodate
equipment of up to 4 wireless communication service providers.
2. Petitioner and its successors and assigns will offer the tower to any wireless communication
service provider that seeks to collocate equipment on the tower at commercially reasonable
lease or license terms so as to accomplish the purpose of minimizing the number of such towers
that must be erected in the Carmel-Clay community, and Petitioner will agree to submit any
disputes regarding the commercial reasonableness of such terms to binding arbitration.
3. Petitioner will notify the director of the Department of Community Services within 30 days
after any oral or written communication from a wireless communication service provider
inquiring about collocation on the tower and providing the director with the name and address
of the provider making the inquiry.
4. Petitioner shall construct and maintain a wood privacy fence around its leased area and 15'
landscaped and maintained area as depicted on the landscape site plan prepared by First Group
Engineering and dated April 25, 2006.
MISCELLANEOUS
1. These commitments shall be binding on the Petitioner, successors and assigns, and other
persons acquiring an interest in the real estate.
2. These commitments shall be effective upon the adopting of Petitioner's Special Exception and
granting of Developmental Standards Variance under Docket No. 06040014 SE and Docket
No. 06040015 V, respectively, and shall continue in effect so long as (i) the Real Estate is used
for wireless telecommunications purposes; or (ii) until these commitments are vacated by the
Carmel-Clay Board of Zoning Appeals at a public hearing after proper notice has been given.
3. These commitments may be enforced by the City of Carmel, Indiana or the Carmel-Clay Board
of Zoning Appeals or its duly authorized agent.
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The undersigned hereby authorizes City of Carmel or its designee to record this commitment in the
Office of the Recorder of Hamilton County, Indiana, upon final approval of Docket No. 06040014 SE
and Docket No. 06040015 V.
In witness whereof, owner(s) haslhave executed this instrument this
,2006.
day of
SIGNATURE
SIGNATURE
PRINTED NAME
PRINTED NAME
COUNTY OF
)
) SS:
)
STATE OF
Before me, a Notary Public in and for said County and State, appeared the Owner(s) herein, who,
being first duly sworn, acknowledged the execution of the foregoing ashis/her/their voluntary act and
deed for the uses and purposes expressed therein.
Witness my hand and notarial seal this
day of
,2006.
My commission expires:
Notary Public
County of Residence:
Printed Name
THIS INSTRUMENT PREPARED BY James A.L. Buddenbaum, 201 N. lllinois Street, Suite 300,
Indianapolis, Indiana 46204.
183759