HomeMy WebLinkAboutPhase 6 - West Winds Subdivision SILD
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Table of Contents
Exhibit A -Lighting Plan
Exhibit B -Site Plan
Exhibit C -Legal Description
Exhibit D -List of Property Owners
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Exhibit A
Lighting Plan
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Subdivision Phase VI
Lighting Plan
November 2007
Prepared For:
Cascade Development, Inc.
1627 West Main Street, Ste. 223
Bozeman, MT 59718
Prepared By:
E N G I N E E R I N G
920 Technology Boulevard, Suite A
Bozeman, MT 59718-6857
045067.127
Phase VI Subdivision -West Winds - Lighting Plan November 2007
Table of Contents
Page
Purpose ............................................................................................................................................ 1
Project Overview ............................................................................................................................ 1
Existing Conditions Summary ........................................................................................................ 1
Basis of Calculations ....................................................................................................................... 2
Street Lighting ................................................................................................................................ 2
UDO Compliance ............................................................................................................................ 2
Maintenance .................................................................................................................................... 3
Figures
Figure LP-1 Lighting Plan
Appendices
Appendix A Manufacter Materials and Photometrics
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H:\04\S067127\SILD\Lighting Plan ph6.doc
ENGINEERING
' Phase VI Subdivision -West Winds - Li r 2 0
ghring Plan Novembe 0 7
' Purpose
' This Lighting Plan is prepared for Phase VI Subdivision of the West Winds Planned Community
per the requirements of Section 18.78.060(R.) of the City of Bozeman Unified Development
Ordinance.
' Proiect Overview
' Phase VI Subdivision is a portion of the greater West Winds Planned Community, which is a
960-unit mixed use residential development located in the northwest '/, Section 2, Township 2
' South, Range 5 East, bordered by Oak Street on the south, North 27a' Avenue on the east, Baxter
Lane on the north, and Davis Lane on the west. Phase VI Subdivision is a 19.7-acre, with one
church lot and single-family lots located in the west central portion of West Winds Planed
Community.
ExistinE Conditions Summary
Phase VI Subdivision is currently undeveloped with no on-site lighting. Davis Lane along the
western boundary will be completed prior to this phase of the subdivision. Streetlights have been
install on alternating sides of Oak Street with 38' poles and within Phases I, II, and III of West
Winds Subdivision with 25' poles, (see photos below).
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38' Street lighting on 25' On-site street lighting
Buckrake and Oak Streets
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ENGINEERING ~
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Phase VI Subdivision -West Winds -Lighting Plan November 2007
Basis of Calculations
The calculations and recommendations within this plan are based on the regulations set forth in
Section 18.78.060(R.) of the City of Bozeman Unified Development Ordinance. HKM
Engineering worked directly with Mr. James E. Armstrong and Mr. Tom Craver, both with
Northern Rockies Agencyl in lighting product selection and lighting calculations. Mr.
Armstrong and Mr. Craver are well-known lighting manufacture representatives with in depth
knowledge of Bozeman lighting standards.
Street LiEhtin~
To select a street lighting configuration, HKM Engineering initially met with Northern Rockies
Agency for an overview of product options and a discussion of which products the City of
Bozeman had recently reviewed and approved. Based on this initial meeting, example projects
were toured and lighting product and configuration were selected.
Gullwing G13 and G18 Area Luminaries were selected for street light luminaries. The G13 will
be used for the internal local streets and G18 for the perimeter arterial and collector streets. For
poles, a 25' RW Round Non-Tapered Steel Pole was selected for the internal local streets, and
38' RW RSP Non-Tapered Steel Pole was selected for the perimeter streets (shown in pictures
above).
The luminaire /pole configuration shall be base mounted on a concrete "sonotube type"
foundation. The light standards shall be sited as shown on attached Figure LP-1.
UDO Compliance
The following is an item-by-item review of Section 18.78.060(R.) of the UDO.
1. (a.) Isofootcandle plots are included in the appendix of this plan.
(c.) Descriptions, cuts sheets-- See appendix of this plan.
(d.) Lighting Plan -This plan was prepared in close coordination with Northern
Rockies Agency, a well known local lighting manufacture representative.
(e.) Lighting calculations - NA, no uniformity requirements for subdivision street
lighting within UDO.
The following is an item-by-item review of Section 18.42.150(C.) of the UDO.
1. General
a. The streetlights will be installed and paid for by the Developer. All associated
operational costs will be paid for through a City of Bozeman SILD.
b. Yard lights are not used for street lighting.
2. Street Lights at Intersections.
a. Illumination Requirements
I Northern Rockies Agency, 2335 Birdie Drive, Bozeman, MT 587-0513
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ENGINEER 1 N G ~
Phase VI Subdivision -West Winds - Lightine Plan
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November 2007
i. Single Installations. Gullwing G13 and G18 Luminaires meet maintained
lumen requirements per Table 42-2 for local, collector and arterial streets.
ii. Multiple Installations. NA
b. Non-Signalized Intersections. -Street lights are proposed at all internal and
perimeter intersections.
i. NA
ii. NA
c. Signalized Intersections. NA, no signalized intersection in Phase VI area.
3. Spacing of Street Li ts. Streetlights have been placed per Table 42-2 for perimeter
collector and arterial streets. Internal local streets have streetlights at all intersections and
curves.
4. Street Light Locations and Placement of Equipment.
a. Streetlights are placed at all intersections.
b. Streetlights are placed within the public R/W within the boulevard strip that
should not conflict with buried utilities.
c. Streetlights on perimeter streets have been placed for uniformity.
d. Streetlights are placed on all internal street curves.
e. N/A, no terminal ends of center medians associated with Phase VI.
f. Streetlight wiring shall be underground.
g. NA
h. Streetlights on Davis Lane will be installed at intersections, as only the
northbound lane will be constructed with the irrigation ditch as the median. Phase
V only installs lights on the east side of Davis Lane.
5. Streetli t Support Structures. See appendix for this plan. Poles are per manufactures
recommendations.
6. Pathway Intersection Lighting. Trail Bollard lighting has been proposed for the
trail/street intersections within the Subdivision. No trails are proposed in Phase VI.
' Maintenance
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Northwest Energy will maintain the lighting system through the SLID program. The
homeowners will pay operating costs of the lighting system through the SLID program.
Conclusion
This plan establishes that the proposed street lighting system for Phase VI of West Winds is in
compliance with the pertinent sections of the UDO. The system will provide an appropriate level
of lighting for a residential subdivision.
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ENGINEERING ~
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ENO 1 N ! ! R 1 N O ~ PROPOSm ROAD RMI1T OF WAY
- -- ,-- PROPOSED TRAIL S157EA1
PROPOSED EASEMENT
PROP06E0 LOT l.llE
PROPOSED ROAD CENTFRUNE
HKM Englneering Inc. ~ EwSnNC "enA"°s
NopperTechnologyBuilding
920 Technology Blvd., Suite A ~A aaLR7NC cts MTH 2s'
s"~T s7RUCTURE
Bozeman, MT 59718
7406566-8834 ~.B atLLwNC c76 wTH ae'
SUPPORT STRUCTURE
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3 FAX f 406 586.1730 .~.C PARK ~ TRAIL BOLLARD
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C opy7ght O 2004 HKN EngMaerinq Inc . All Rlghts Reserved.
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WESTWIND W.
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WEST W/NDS COMMON/T Y
NW 1/4 SECT/ON 2, T.2.S., R.S.E., P.M.M.
GALLAT/N COUNTY, MONTANA
-N-
PHA SE 6 L /CH T/NG PL A N
,~ D ,~ F/GORE LP-1
Rcda fast DATE: APR. ), 2004 PRO.[CT N0. 045067.770
FLURRY LANE
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HKM Engineering Inc.
Nopper Technoogy Bu'~ding
920 Technology Blvd., Suite A
Bozeman, MT 59118
X406) 586-8x34
fAX (406)586-1730
iovMt O 2005 NKY E~wlnaMne G
LEGEND
_ _ _ . _ _ - PROPOSED ROAD RNi1T OF WAY
- - - PROPOSED TRNL SYSTFiI
..__.. _.___. _ PROPOSED EASEMENT
.. ....
-- _ ..._.._...... PROPOSm Lor LINE
- _ _ _ . PROPOSED ROAD CENTERLWE
~ Ewslwc METLANDs
~(- 2S TALL LIGNT POLE
B,~, aB' rAU Lwwr PaLE
C~7k- PARK/TRAIL BOLLARD
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WEST W/NDS COMMON/T Y
NW 1/4 SECT/ON 2, T.2.S., R.S.E., P.M.M.
GALLA T/N COUNTY, MONTANA
MASTER L /GH T/NG PL A N
F/GORE L P- 7A
DATE: MAR, 26, 2005 PROJECT NQ 045087.110
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APPENDIX A
MANUFACTER MATERIALS AND
PHOTOMETRICS
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Pole Shafit
The pole shaft ly one piece construction, being fabrka.ted from a weldable grade carbon steel stn,dvral
tubing which has a uniform wall thickness of ii gauge {0.1196"j steel. The pots shag material shall
conform to ASThi A-500 Grade C with a minimum yield strength of 50,000 psi. The pole shaft hea a fug
length longitudinal reslstenoe weld and is unlbmMy cylindrical in arose-section with round sides and
excellent torsional properties.
Bass PIatG
The anchor base IQ fabrlcate'd from a structural quality hot rolled carbon steel plate that meets or exceeds
a minimum ylerd aErongth of 36,000 psi. The encfior base toles~opes the pole shaft and is
ditumfercntlal(y welded top and bottom. Ail welds are performed In acoondence with the Amerkan
Welding Sudety spedflcatlon AWS D1.1, latest eduJon.
Bolt grde: 6.00" Sq. clm. a 6.00" Thldcn~Itr. 0.75" Conduit Opening: 3.00•
Consult KYIf representative far rron-standaM dimensions.
Anchor BoltB
Anchor bolts are fabricated from commerdal quality hot roued carbon stet) bar that meets or exceedd a
minimum yield stre~nptfi of 55,000 psl..Four properly shed and~or bolts, each with two rtguiar hex nu(S
and washers, are furnkhed and shipped with ell poles unksa otixryrise specified. Anchor bona shaA hove
the threaded end galvanized a minimum of 6 inches in aoaordanoa larltfi ASTM A-153.. Fully galvanized
anchor bolts arc avaAable upon request.
Handhote
An oval reinforced gasketed handhok, hiving a .nominal 2 " x 4 "inside opeMng, located 1' - 6' above
base, k atandaM on ail poles, A grounding Provlabn k called Inside the handhok ring.
Finish _ -..
standsu~d -The exterior surface is leaned with an alkaHpt rinse to remove surface vontaminants and
shot blaster bo.sped8cations na published bythe Steei Structures. Feinting CoundtStandards SSPC-SPIO.
T'he exterior surface k chernicallY P~roeted wNh art Iron phosphate Convets[on coagng then rinsed with
ambient fresh water contalning speelal surfactants and assists fprming a dry tlght miav-crystalprre
~ing• A polyester ther:nosetlirrp Powder coatln9 applied ~ the surface of the subatrste~to a minimum of
1 rrgk Is standard on au color fMlshes, Theinternal atrrfaoe Induding the powder coated arse at the bear
tM !s coated with /fl~,ltiK„ a thernloplastlc hydrocarbon resin system spedaify Mtmulated for ap~pNcation
vet unfrosted steel surfaces, to a thldcnoss of 3 mils. The lntetnal coat3rp shah contaM spedal cotroslon
inhlWtors and Is capable of passing 1000 hours of salt spray exposure (ASTfN 8-117).
]ob Nsrm~: IWest Winds
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~~Drifl for Gardco G13 Guliwings
~Serles;R3p - RounONon-Tai. Stee/Oo/es
Nominal He(gh.t: z5' t~~ piameter: 4.0" Gauge: ii
Flnlsh : BRZ - ScanOaro - erooze
Maunting Designation: DMiO Dr/lledlbrl Lvm/nalne ,
Options: BC -Base Cover , "
.~px Halpht Pole Shaft Handhole ~nd:or BoIE Bok
(~•) (rn.) x (in.) x (fc.) eauga 81za (In.j x (In.) x drda
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2S 4.00x25.0 w 11 ' 2X4 ~ 0.7'5x30x3 8
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7 5.1 3.7 148
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RAP
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Job: West tKlnds
Mounting on round pole non-tapered TYPe:
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GENERq!_ D~SC8IPTION: The Gendco tstAlvelttp. is atl.drea lutitlrteke deArted eY ks steels profile and ruageG cottstrutuon. The hottcktg le one-Pl~e
diec~el elurttinutn end ttt0urtta ~re~gy k a:pole or waQ wktx~ the treed of a t~parata ppo~t ann. ThemlAafaceted atclmege dupOcstktp opp~(>
Pro~Oe IBS Types N, ill, and N dlslrlbudorts, The door (rants k akaptee t#eeast alt~il~ and retetrte en
e ~ dY sealed dnd paaketed pttwetitktp lrantalon from. trtoklure, duel end Ir~euts. The eY dear Oertpered-Aar pleea lets. The
ebraslort resistant TQN~ powdeticosi: Qulhhny Mxttlnah+ea sre Anl>shed a fade attd
PACK CQNt7ti{rRAi'k>N .GISiRRfUTIbN
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'G'(9' 1 2)4_ 100NIH t20 BRP
t~r~ maerBOdo i~q ee aQpreprkff ball et~ow. NoY: 6.dooneetYeK ttw' Io NNre a
'ANKb naet~ Wlo'`br+~ebM lmd 11YteAorx. For ~ ~ Not edoalt6Mudont and ronfpuasml. ae -1Md
. p'""eon'ecoerloen+~; aona4 tM Many,
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PTF2 pole Top ~~. 2 3le• Ole. Tenon
PTPo Pole Top FA1er -3.31x1' OIA. Tenon
PTF4 Fble Tbp FYitsr • 31/2-4' Dia.~Tinon
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G i 3 AREA LUMII~IAIR~~
Q9~tERllt. DE~CRII'TION: The.Ctardco t^ is an area kaninalre
dtdiriad by its sleek profile and rugged consntlclion. The housing.
one~pteee, dfeeast ahuninum and mounts erectly b a pole or
wig ~ of a separate support arm Tf>e muhlfacated a
kna0e dupdcatirig optical syelems provide IES Types II, 111, and
d<sb~ttdone. The door frame is sinp(a-plea dleratsi atundnutn
ratans-an optio~ly dear tempered flat glass lens. The knnfnatre 1
cor~etely aea(ad and gesketed preventing Intrusion from n'dslure
~ ~ The Gu~w1ro laminates are 5n(ehed wryh a fade:
melon resistant TGIC powdercoat,
Ff0U3A~1Q: A °~-Pl~e.dtxasl aArtnlnutrt housing mour>ts.drectiy to a
polp°or wall wkhout the need for s~support ann, The bw prone rovrri!ad
form. reduces 1~ effeWve protected anew tithe ker~lrtakt; m onfy.tfift'.
~~ ASSFM6LY: A single-plea dleca8t ahrminum tens frame
h&rQee dorm from the ttousing and is secureb by a .stateless steel
a~h~~
~ ~ desr-Ileat and irnp~.resistant terr,pen~1 Aat (mss lane is
~y eegl~d with sbc retainers. The elegrfcal and
ohatrrbete are ihoretrghly sealed -rlMi s one-place memory retenpvm
hoNow-cars ~M Oaskst b prevent frdrueion by molature, dust: sad
h~eecis.
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ORT(CAL.t3Y8TFM3: The eegmt;nted optiooal systerhs are
ie raartutactured from homogenous sheet alumlhum which has been
wail ele~ctrochomtoaliy brlghtetted, anodized and sealed. Tha.
tc- mu(tifaoeled are image duplloatlnp systems are designed to
N produce IES Typal II (PXu, ill (a)ct j, and IY (4Xl). i'he re1letlar
and (scats form a conkai la~n around the.aro ivbe with. eaoh 1t-cet
s posigoned b be precisely tartgenl to Ibe top of the arc lobe. 'l
tampholder Is plated porcelain with a rtlokel plated screw sMl.
and lints feature poroelehrmed(umf~sse lampholdero.
fluoreaoent turrtlnaires use a 4iedrtrm Throw refleda with a Sot~te®
(!lass 16ns lAfift~). .
E4~TRIGAL: AN electtlcal oompor~erds ote l1L ret~psNzed, tsctory
Ueted, and mounted on a unlllzed plate with wick eleetrfoal
discottneols. Each FtfO high power factor ballast is Ifre. separate
aort~oaeht type tarpAbte of providng ratable ~P. statt4q down to
~O(F). t fluorescent balssb are soAd elate.
At~tt Each etatxterd cobr kat~aira reodwes a fade attd atxaslotr
reciataN, eleolnoetatloaliy applledi ihermalfy cured, t~lyadel.
~~~~ te>du~a t~powt rte,. f~endard
colors fttcNade bronze (BRP), black (91.P), whfle (vYP), and natural
alut>irttrm (tVP). ConstAt tadoty for specs on optional tx a~lom ootots.
.5: Ap Axhrres tiear UL a CUI. (where opplk:able) Wet Locxdon
labels.
13 1/2'
a~.t6 om
4 3V4'
81/2' tp.r~lWYOm
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~5-~' Sq-uare Nan-Tapered Steel Dotes
Anchor Holt
(in.) x (In,) x Bolt
Circle 80
FtPH 90
MPH 100
MPH ~!p
(In.)
(In.)
(ft.')
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frt.'1 iNT.
(Ibi.)
1,00 x 36 x 4 11,5 15 9.5 5,3 584
SSP3 5-6.0-7-BRZ-DMiO-BC
dull for Gardco G18 Gullw(ngs crease a our rnmmerrt below:
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Pole Shaft
The pole shert la one piece constrvct(on, being fabricated fr+orn a wddaDle grade carbon stet) structural
tubing which has a uniform watt thickness of 7 gauge (0,1793"). The pole shaft material shall aonforrn to
ASTM A-500 Grade C with a minlmum:yltld strength of 50,000 ps(, The pole shaft has a toll kngth
bngkudlnal resistance. wdd and is unlformiyaquare In moss-section with flat sides, small comer radii and
excellent torsional properties.
gees Plate
The anchor bare Is fabricated from a structural quality, hot rolled carbon ated plate brat meets or exceeds
a minimum ybl~ sq,e~~ of 36,000 pet. Tht anchor base tnteacopes the pole shaft and la
drtumferentiaNy wddnq tnp and botpom. Alf welds a(ti perfpt~med In aooordanee wilt the American
VYeldlnp Sudety sPed(ICetlon AWS Dl.i, latest editktn.
Soft grGe: 11.5' sq. Dtm. ; iZ,O^ Tfiidcness: i,00• Conduit Openlnp: 5.13"
i~ruult ~ r'eprssentatlve for non-standard dimensions,
Attchcr~Bo(te
Andros bona ane fabricated from commett:lal quapey hot roiled carbon steel bar that meets or exceeds. a
mhtlptum Yleid strlanpfh of 55,000 psi, Four pro
end washers, aro furnished and shipped with aN po~!essunlaas oEhde speeifled Anchof bolter shall
lie threaded end peNanh:td a minimum of 8 Inches in accordance with AST'M A-153. Fully BelveMzed
mdror bolts ere available upon nsquest.
1lt~ndhoie
rt oval rNMoroed peaketed haltdhole, lravtnp a rtominal 3 " x 5 " inside opening, located i' - 6" above
ass. t; standard on aq poles. A gr+oundln9 provision Is kxxted Inside fire handhob r11tg.
'In tsh
tandrard - The exteri°r surtaro ~ leaned with an a~gtaNrK ~~ ~ move surface cntltamMarthc and'
10C ~~ ~ spegflcxttkms as publlshcd° by the Sped. Stnrcttrr+es Palndng. Courwil Standa-ds SSPC SPiO:
~e exterior surface. Is dren-kelly preEreated with an Iron
nbient fresh weber contalni phosphate conversbn aoadnq then rinsed wkh
sting. A polyester the ~ spit surfactants and seaters forming a dry tight rnipq,cry3glNne
rule is standaM on aN. color flnlsh~ 'fir internal appNed to the surface of the substrate ba a minimum of
i Is scares with ~d1v+iG,., a qty surface Inchtding the powder soared area at the bese-
x untreated sled stlMaoes, to a th~daness oYf 3 rnNsoThe rjrttenrtaf toatt~ashel I oontbilns pedal Pcpor~~n
mnlblcoro and Is aepabk ~ i~np loos hours of salt spray exposure {ASTM B-lU~:
]ob Name: WEST WINDS
Serles:SSP -Square Nan-Teperca steel pales
Nominal Height; 35' Base Dlam~ter: 6.0" Gauge: 7
FIhISh: BRZ - Standard - Bronze
Mounting Deslgnatlon: DM10 On//eol~rl L~m/ne/re
Qpttons: BC -ease cover
rYPs Hal9ht pot. shag Handhold
(h') (U,) k (In.) x (ft,) 6aupe Biza
=~"' (-nJ
35 , ' 6,0x35.0 ' 7 ' 3x5
~t2D://~1Wv~t7.kwindtl.ctrie.c ~nm/nnl~nP%C~~1~..,~tQ1,PP~7 ~~.,
~'~~
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' Photometric Ffle; F:UES FiieslThomas Outdoor IESIGardcolGuliwinglG333C1H6t~ate: Z/26l2Q04
the following data Domes from the atw„e photome6lc Tile: Maximum Point: 3.02 fC
(Test lumens maybe Listed t~elo-t; 7~ L.~p Lumens to the right were used in the ~)
' IESNA:LM-63-1995
CfES7799-7992S
(MANUFA LIGHTING G33XtHS.IES o7R/99 Light Loss Factor: 7.6
[LUMCA .
iLUMI STANO TYPE III (3Xj A TICS WITH INTERNAL H.S.S.-STD PROD.
\ ~~~~-EAR FLAT TEMPERED GLASS IN STANDARD DOOR FRAME. Fixture Arrangement: Single
.~ )
,~:
' Temp-L/te ®1997, The 3p~aenMaker. All rights iesenred.
' I\~OtBB:
Job: We6t winds
Mounting on square pole non-tapered Type:
~LL~
t ~~.::~
~ AREA LUM.~~AI-DES
GENERI(l bESCpfP'11ON: The Qardoo t u. ~ !~ irttatnaire dellt~ed by Iha sleek profue and Npped constrax:Gon. The houelnp k one.l~
' trIQCBSt dIUg1It1Um end l110tYfls day lA ~.~ pt W211 WIIhOti d1@ f16eQ pl e
t~de_~ Types I. II, III. N and-Y tAe6#wdons. The door (tame tc s ~~~ support srna. The mutdecered An}hrrape tiuplicetltp ~~ systems
The b comptetgly seated attsd gtiskefed ~-P~ d~oast ahxninum uad retsina eta opUcaAy deer tempered 11at glass lane.
s,+itf e6rtiston re>yatant TGIC Pewdetocel, ~ ~^ h0m mol~xo, ~ end iasegs. The t3udwitp klrt>inatrea ere Ilrabhed rrtth a Lade
1 ~ .
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• PRLRIX ~NFlatthyl170N b141'RadViIOH w~7raaE .wLr~a' FIM>rH
G t8 ~ crarlor,to
' 1 ZXL 4OQMH • ~ 120. 6RP
_ ~ ~ t+~ ~ !fie +POroptw. eacleor~. tba: c~4co rolerror rig ~(prt b tlhal.
e+~twiont t~dlmkldow,t'p( ri~l d'eom6MedoM.~ OOfltaQkMlklfll a9 wM.
q er r"np~iK, pbtee tnnrtltM kotory;
.:,
..
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..~ t:ie... lei Guti~ LtKrt
-
/Q.1 9ir1~19Ikse0ibly tam110 Triple at 1201
R TMrInAAeetnbly < Quad Asaetnbty
2®f0 TMAra Aeaembly at e0+ W We(1 Mount, Reaasssd J-6mc
~ Tflple er qQ~ YY~ Wall AAourtt, 1 ConduQ
a, _ .
1 ,'type I, FtorlraNal Latttp p~(Gtsoow ~oowl 1001N'ft+ . .
,~ ~(L Z60P8'WN iSOHPS
"''~ 'type il, HaAmnta[Latnp i6WNH' 3ZOP8(AH' 2SOHP9 !(H ~rwHrla
~- lyps 111, Fdorfe0~ ~ »t~IH a60RS1AH 4QOFIFB ~ ~~~~
4XL 450NH •OOPtiMH4' 6o0HPe
Typs N Horiz+onter ~P ~? 400Nifi+ 750P¢1Ny.' 1'60HP8~
~~ ~~
D Lamp ~,~~ ~ loootitH~' t000P8141F{~'
1
. ~ ~
120
1QA
p<p
2T7
~~
Leo
/? ~~ - Brotme Paint
• 6LP Black Patrd
~ " WhtEe Pelrtt
NP Platur.,l,Uumhum Pelnt
OC Optlonat Color Pebri
Kati
t3G 6peciel Odor Palnl
($ac~y. IAwt.yapyo~~
~~ arBrllYhAa•e'
L RRII~'MdMIYI M~dlMtlFl/allb'
~ ~~ ~~~
A Ar»eerAHa(
¢ wrlKor~
dMJ00e~7
F ~~ ~
IOOOe~
LF tn-lhe/itt-Pbk Fusbtp
PC Pf,otooawat and Receptede
p~'.+ enn ~ao-q
P ~ Photooonhd AecePLsdi+ only
~Ycerbonate gap Lens (QSOrv,ra,D
H6 IMema1 tieunalda Shletd
03 t]ua-iz Standby (~oav,~.d
St3 sag (31aas Lena ph Aw dhrp4,r1
(~Kp/idsnarlad ray ~sAr aM /aoe,ry
Mxw~aaa
I..,..~w.w~ s~ati a-•e
Afdt00bN4f(O~~rn
aK 1ttAf UYRioa3lNv)ri
f(d~r is~iv MVIDOIIK~tpelrr
4r rAOiTPtfr~• llvt, wsr
~ C
wa~,• pill AAProoatkitoit~rIINs
7NmM~~ u» o!olf,.rlrrv. wMr wrtr~m•
RPAi 3` ROUl1d Pots Adapter
papule Ar ~' Po ~ou~d a avwod roues
0~ ~ rcn taolv/Pai e.nrJ
APA2 4"and 5' Round Pob Adapter
tlMgai+d,br r-z~ oo,ow,e poky
PTF2 Pole Top Fitter - 2 3V8" Ora, Tenon
PTf3 Pals ibp Fkter - 3~ 1!Z` Ola. Tenon
PTF4 t~bi~ Top Fkter - 3 t/2-4' Dta. Tsrron
8GPTF square Pole Top Etter
nolhaloo .•~oan or m~ ~ ~ ro dr~q• ew.ryN or.,eetr d» e.dp~ d M or•eua Naraw
orol.ei.a by u.a. p.rre ~ otea i°.01p.° ~ y~~+ava«n.MOroae,,,.T1,. q~,' ~k Q~-deo UOhMr~Y a00I12>'-07SB
mrr6w seoat2, ~ H'+4m V plrolK~N V,e, yy„M 2061 Alwrado erteet 610l9S7-6t~0e h Ceilbmle
~ c~~, M ~~,ro ~~~~~. AF ~a~ ,~~ cc 9~ra 64n Leartd~o, CA 81677 .c'toligr,tinq.c om
p...'.
i.i
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~ G $ ARfA CUMl~tAIR~S
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k~nlnek~e OPTICAL S~YSTE~(S; the segmented oplioai systema~ are
Ia manufactured from homogenous sheet aluminum whlsh hae been
N elsclroohemically brlphtened, anodized and sealed, The
o• rnulflfaoeted arc image duplicating systems era dealgned to
Y produce IES Types ((i), II (2XL), ill (~k'L), N (4XL), and V (Qj.
and With the ZXt, 3~ and 4XL tumittarjea, the retlegor facets form a
contoal tan around the arc tube W(ih eadt facet positioned to be
precisely tangent to the top of tla aro tubs.
The lampholder Is glazed paroelaln~wttA a nickel plated eorew
shalt ~PoalGon-orlenled mogul base aockete to aota;pt high oulpet
horizorltal metal hsNde Ismpa ere ouppAed standard.
tRT~C~L: Ali aledrbal oontponetMa are UL recopnlzed, Ii'
tested; surd mounted on a unitized piste. wtth quick eteolilcai
disconnevts. Eaoh hlph power feotor balleal Is the separate
oottiponent 4'Pe of proNdntp reGabla lane stsrting down to
2o(Fl.
RM$H; Eeoh s>pndard color krmlrreke ra~l+~es a fade and abraabn
reafstanl, eiec6rostaNcaAy applied,. diernlafly cured, lriplyotdtit
rate R~ kxtured polyester poWtlerooal: fnish. t#artdani
colors iridude bronze (8RP), bladi {BLPj,. (WP), and nadural
ahxr~lntsn (N~k Coneugfadory for ~ optional.or custom colors,
LABt~B: M bxturee bear UL or CU., (wfMre app6~ble) YYet Locat(ort
labels.
18'
~6.M an
61/2`
11 1/7" fe.ee~,,,
zssr ~ -~--
_ EPA (Yt~
1 2 34
f•2 2.4 3.2
Os.doo UoMlny roarvst M ApM ie dwiW "NIGIgN a •.s d
~r ..q.. a b wows ~tncur aereco-Uphehp 6oon27-0768
piotaa.a ey v.a, ro~ "o wod~wi tip•cwmant vroorn. Tn• Gvlrhy earp, M
ry+~.. oEean.•sr. n. xt agbtl sy"eam Y wa.c+a4 M u.a. am nm6ar 2ee1 /Uve-edo 91r••t st 0/957~ee00 kl CeN(omla
Cuoynya Uant» L~jhrMp 20ot Ben Leandro, CA 84677 F~uc: 510~57~e8e
~ooa. aK wpnr, Ranan+,d. u~a,,,da~,arcoy, nQM eKa~ca. www.rheliphunp.com
QSNtcRAt btPTIOH: the Gardoo Qupwing is en e-~a
defined by as sleek profile and rypg~ construction. The houskap
one-place, degst aluminran and. mounts d(tedly to a pole or era
nrilf-opt the need of a separate support arm, The mtdtilace[ed ar
4tbutlo~ ayateme provide ~t3 Types !, II, III, N and
the .door Creme Is eingle-place dieoast alurr~num
reta3ne an c+pt(cat1Y dear tempered dal glees lens, The 1<~rninatre'i6
ooritpletely sealed end gasketed prerenthrg fusion from rnolsture;
duet.arid Insects. The fluAwing hxnlnalrea a-e finished with a fade end
abraskn rent TtaIC poridercoat,
HOtI8fH(i: A ane-plea dlearst e~haninum houetng mounts drec~lyto a
pole orwaA wgtautgte need fur a.at+pporl arm The IoNrlxofile~t!ounded
tom' '~ elfee~ve projocted area d the ~ oriy 12
L~#1S ~188ERII~LY: A 0ingie piece dlecaat alundnum lens frame
lirrg~-down {rom the housing and is setxsed by a stainless sleet
lanyardex~d t~ pn,
An opllodly dear, fleet er,d impact reebtant tempered uat glass ~ is
~Y aeaarod~wlth eight reWnero. The etewlc~f and ap6cai
ch8tti~era .ern tlioeorr~ry sealed +Mftt a. otre~fer~ memory relendYe
hoibw~cone EPDM gasket to preverd k~bt~lon by tnoiatwe, duet, and
Ntseds.
• ~~
7911S~eS/060~
~I
E023.5 Mog 0 U 10 7.75 5 44033 LU70 S62 12 24000+ 6400 5450 1900 22 Clear
' 141;
_ ~
"
26426 CU70/CP S62 4 24000+ 6400 5450 1900 22 ;
~,
Clear, Consumer Pack 111
44035 LU70/D S62 12 24000+ 5950 5050 1900 22 Diffuse ~ _ ~-; X54 X11
Btl Med 0 U 100 5.5 3.43132.1{ lO~IIA S54 6 24000+ ., 8550 2000 22 pear
1
26423 LU100/MED/CP S54 4 24000+ 9500 8550 2000 22 Clear, Consumer Pack ~- ` •
{ ~ '1 ~
132511U100/D/MED
E023.5 Mog 0 U t00 7
75 5 44031 LU100 S54 6 24000+ 8800 7920 2000 22 Diffuse ~
• 111
. S54 12 24000+ 9500 8550 2000 12 Clear iii
26427 LU100/CP S54 4 24000+ 9500 8550 2000 22 'pear, Consumer Pack' ~ ! iia
44038 LU100/D
~Inni~nr a S54
~~~n, 12 24000+ 8800
....-_- 1920 2000
---- 22
---- Diffuse 111 r
-- -
617 Med 0 U 150 5.75 3.5 13 1 ~~ S55 6 24000+ ~~ 14400 2000 22
.,.. ~1r~
Clear
26424 LU150/MED/CP S55 4 24000+ 16000 14400 2000 22 Clear, Consumer Pack .-._11}
ED23
5 Mog 13253 LU150/D/MEO
0 U 150 S55 6 24000+ 15000 13500 2000 22 Diffuse 111
. 7.75 5 44043 LU150/55 S55 12 24000+ 16000 14400 2000 22 Clear k ~ ~ • fll
26429 LU150/55/CP S55 4 24000+ 16000 14400 2000 22 Clear, Consumer Pack 111
E028 Mog 44045 LU150/55/D
0 U 15 S55 12 24000+ 15000 13500 2000 21 .Diffuse .111
0 8-.315 44243LU150/1100(
S56
12
24000+
15000
13500 2000
22 .
Clear 11.1 .
' ED18 Mog 0' U Z00 9.75 5.75 44206 LU200 S66 12 24000+ 22000 19800 2100 22 Clear 111
E018 Mog 0 U 250 9.15 5.1544047 LU250 S50 12 24000+ 28000 21000 2100 12 Clear ~~11
ED28
Mog
0 U
25 26430 LU250/CP S50 4 24000+ 280 27000 2100 21 Clear, Consumer Pack 111:
0 9 5 44051 LU250/D S50 12 24000+ 26000 23400 2100 22 Diffuse ~ 111
E018
nlu ww Nfog
i"~~~rca 0 U 310.
- 9 5.1544053 LU310
- S67 12
~_ 24000+ 37000 33300 2100 12 pear p11
ED18 Mog 0 U
ED31 Mog
T7 Rx1s
u
400 9 5.75444 LU400 S51~ 12 24000+ 51000 45000 2100 22 pear 111
9.15 5.1526431 LU400/CP S51 4 14000+ 51000 45000 2100 22 pear, Consumer Pack 'j11
400 11.31 7 44056 LU400/D S51 6 24000+ 47500 42150 2100 22 Diffuse 111
400 10.12 30244 LU400/TD S51 10 24000 43000 37300 2000 25 gear,bouble-ended, 111
,R,.~., .~_ - ._~,_.______ __ Horizontal Burn t20°
T1.5 Mog 0 U 600 11.06 6,62 27181 LU600/i
-- _
E037 _Mog 0 U 150 1.1.5 6.7514682 LU750
®~~ _ _
Horizontal Burn t20°
112
112
- •- •••~ ~ ~+u++LVlY/JDI/AL bbZ lz 40000 64~ 5050 2000 22 Clear, Standby Longlde, 111
Dual Arc Tube
S106 12 100+ 90000 81000 2000 22 Clear
S111 6 . 24000+ 110000 99000 2100 22 gear
E25 Mog 0 U 1000 15.06 8.1544058 LU1000/ECO S52 6 24000+ 140000 126000 2100 22 Clear 111
T7 Rx7s 0 HOR1000 13.18 30246 LU1000/1'D S52 10 24000 131500 118200 2000 25 Clear, Double-ended, 111
1
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1
Photometric File: F:IIES FiieslThomas Outdoor IESIQardcolGuilwinglGW3X1~~IB®te: 2/26!2044
The folk~wing data Domes from the above plwtaneGric hle: M.aximuEn Point: 3.16 fc
.(Test lumens may be Tested beknv. The Lamp Lumens to die rigi-t ware. used In dhe ~)
IESNA:LM-63-1995
(TEST]97=6'140
[MIWUFAC]GARDCO U N 7 Light Loss Factor: 12.8
[LUMCA
[LUMI TYPE HI (3XL) OPTICS (18"j VY/I HOUSE SIDE SHIELD .
MMOORR~CIEAR FIAT TEMPERED GLASS IN Gi4R000 GULLVYIIVG DOOR FRAME _ FIXtUfe ArrallgeRleDt: Single
Temp-Cite ®1997, The ScreeMNaker. All nghts reserved.
--~ 9-i/{- ~---
9-1/{'X9-1/4`
TREATED POST
CAROCO 952 I.ED EXTERNAL
Wkll LIGHT EACH SIDE
PARALLEL TO TRAIL
ALX~IMENT
so` 9t1ERNAl JUNCnoN BtSx
ts` rn~.
i ~r
11) ~~ ,~~,,,
~~ `~~~
~~~
,,
~, ~~,
. ~~~ coNOUIr ro
POWER SOURCE
,~
18`~ CONCRETE BASE
?. :. i~:
C\ ~ .,'v. v.!~. .
~~ Q~ ~T~
SCALE : NONE
WEST N!/NOS COMMUN/T Y
1
NW t/4 SECT/ON 2, T.2.S., R.B.E., P.4~M.
GALLA T/N COUNTY, II~FONTANA.
ewa~Nen~pc.=
~ ~~ TRA/L BOLLARD DETA/L
601 Ni3es Or_ sine 2
Boaetrtan, Mi59715
F~~~~~ F/GORE 3
DARs roue t7, 1005 PIIQECT Na Ot•SOfA.1f0
~ THE 95_.LINE
1
""'~ .rdco Lighting introduces a
' W., remarkable advance in architectural
.latest advances in LED (Light Emitti
Diodes) technology -the 9;
With an integrated lamp and
system package that relies of
~~ ~ -watt of energy;. #~ts:minimally
1~~airaT#~i,c~i[~ve ~~r~macal
_ ::level;gf:igiidiJga~o~::Ln;~pedesl
..~ ,:~,~
A^.p..sr.rQ ~ Mi ... ... Mw
.~ r~~`~er~e~C'lighl~~rg~ . _;.~ .
_ _ ,.~:.
:;~.
$~t bn ~~he rrew~95 tine Is .
fi E
~.f. ~. ,~ :.,... ,.
a~r~ex~rpg~n~w ~desrg!n optlo~
~~a a ~ 3~`~ ~ ~ Dui ~
1 fi.. __... ._ _. -~?. ..
Pure shapes. Soft corners.
~:~nifor~~distributi~
on. Concealed
~ountinghardware. Consistent
' ual styling cues. The 95 Line is
scaled to make a tasteful and discreet
d'ign statement. That it so elegantl
y
m~ts code requirements for minimum
~^ vets makes it a very smart,
f ~i onspicuous choice for step
nt~isle lighting.
O~~J~ INCR
The diecasl brass oas. ; ; integrated
Component packaoe t. a the faceplate.
and snap m a ne:v mi ; , ~pte easy does it
The minimally scaled
faceplate is available in lour
different designs. hro Round
and two square. A blade
finish is integral to the
injeQion molded faceplate.
All other finishrs are applied
using a liquid polyurethane.
W resisfarN, paint.
An integrated LED. dnver and op[ic allows the 95 Line (0 aa;omplish
the paradox et mat mum performance from minimal power. TheIED
is available ~n sx colors- white. amber, blue, green, orange, and red.
Naturally. light oulpu( is maximized using (he white LED. Color LEDs
can be used to add accent and interest to a project.
the 95 Line presents superior illumination from tfle power Of ~IlyOrle
wall (inpu( walls - ? 41 the mounting base is caubuctedOfdiecast
brass and the cover is molded. high impact resistant polyCarborl8te.
iheafl-weather s(eplighls are listed for Wet locations.
•
' lighting elegantly built around the
~T
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OF ILL~LMINATION
The 95 Line was designed to take
advantage of LEDs as its source.
Designing around the miniature LED
source results in not only a small,
ADA compliant luminaire, but one that
provides.the necessary light levels
required from a step and aisle product.
_ The patent-pending optic uniquely
oe.E'r+`3~'R s r.t *: .e y~^' 'qT `R- :t ~ ~ _ ' r.: ~ ~ '3: i
. ~ d`~8s~1gh ~br,: W!ayy from .
~`~~h~f~~ ~!~~~~t ors the
~
Z
_ vua~~e1 ~A~~~4~
Lute
~
~
* ..
.. .. i M .w7 9.. v+' . ~~ 7
9 + ~ Y t
R , ~ ~~~ ~ ~~~~ abUVe
~? '• .. a•. :a't. , .
.t - - vw.`i!Ntiii~++'I~.laM%dyC . x ~~ Y+~.^.!'^~~'v i:. •.vr., ro .. . r
14a:i~• ..~~rkr ~ ^:1C•' :G.yy:114i~i'. Y~7'7.( p,N~ ... ....
.,,, ..: ... r.w ... ...... `
r .
and`exterlorapph~abbris ~ ~ ~ - •
.. ... rYr .. .. . _ ....:.F_. . y:,:
The graphic fo theaeft illustrates
the pattern of light achieved' at the
18" mounting height.
Round (JS u
Round (950J
re (953 ~
Subtle wail washing is an ancillary beneldof tl1e luminaires.
.. 'REFIX MOUNTING Wq~
AGE VOLTAGE LED COLOR FINISH
~ ~~ _ ~~ _ _
M1_ _~.Y.. ~ .b .
950 S =Surface
1=1watt
951 120 LEA Amber BLP Black Paint
' .Mount for
952 Watt or 12 LEG Glreen BRP Bronze Pmatcola
953 Ceiling LEO Orange ~ White Paint
LER Red OC 0O ~o~ Co int
LEW White ~ ~,~ Sdadion
tide ex oc~lw.>,~
SC Speriat Color Paint
/- ~"~PV4' color d~q-1
'1 ~ ~~ t C 11 1 A A r w i i-. ~
' Note: Adapter is used when
Product mounts directly over a 3.ot~JurK~ion Box wt'tl-out adapter
z
i~
... . ~ 5.tf --}~ ..
2661 Alvarado Street
San Leandro, CA 94577
800/221-0158
510/357-6~0 in California
Fax: 510/357-3088
vmw:sitelighting.com j
LIG.HTIIVG
•
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Exhibit B
Site Plan
ii
e
n
0
r
Exhibit C
Legal Description
~~
~.
Exhibit C
West Wind Subdivision Legal Description
Phase 6
That portion of the NW '/ of Section 2, T2S, RSE, P.M.M., Gallatin County,
Montana and more particularly described as follows:
PHASE 6 DESCRIPTION
Beginning at the northwest corner of WEST WINDS SUBDIVISION PHASE 5, from
which the west quarter corner of said section bears South O1°35'22" West, 1191.14 feet;
Thence, from said point of beginning, North 90°00'00" East, 761.94 feet;
Thence, North 13°15'34" West, 103.75 feet, to a point of curvature concave easterly;
Thence along said curve to the right, having an arc length of 74.72 feet, a radius of
330.00 feet, a central angle of 12°58'26", and a chord bearing North 06°46'21" West,
74.56 feet to a point ofnon-tangency;
'Thence, North 00°15'23" West, 48.23 feet;
Thence, North 90°00'00" East, 243.31 feet;
Thence, North 79°20'18" East, 135.91 feet;to a point of non-tangent curvature, concave
easterly;
Thence alont said cure to the left, having an arc length of 50.04 feet, a radius of 1182.50
feet to a central angle of 2°25'29", and a chord bearing South 08°57'42" East, 50.04 feet
to apoint ofnon-tangency;
Thence, North 79°49'34" East, 162.50 feet, to a point of non-tangent curvature, concave
easterly;
Thence, along said curve to the right, having an arc length of 317.10 feet, a radius of
1020.00 feet, a central angle of 17°48'44", and a chord bearing North O 1 ° 16'04" West,
315.82 feet;
Thence, North 07°38'17" East, 291.40 feet;
Thence, North 82°21'43" West, 97.50 feet;
Thence, North 89°25'07" West, 65.50 feet;
Thence, South 07°38'17" West, 98.44 feet;
Thence, South 90°00'00" West, 343.78 feet;
Thence, North O 1 ° 17'08" West, 13.00 feet;
Thence South 90°00'00" West, 504.91 feet;
Thence, North O1°35'22" East, 24.50 feet;
Thence, North 88°24'38" West, 260.00 feet, to a point on the west line of said Section 2,
from which the northwest Section corner of said Section 2 bears North O1°35'22" East,
675.56 feet;
Thence, along the west section line of said Section 2 South O1°35'22" West, 793.44 feet,
to the point of beginning, containing 19.689 acres.
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Exhibit D
List of Property Owners
~,
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1
Phase 6
Cascade Development, Inc.
1627 W. Main St. Suite 223
Bozeman, MT 59715
Phase 6
Lot 1, Block 1 West Winds Subdivision
9,743 sq. ft.
Assessment Estimate =
Cascade Development, Inc.
1627 W. Main St. Suite 223
Bozeman, MT 59715
Phase 6
Lot 2, Block 1 West Winds Subdivision
7,875 sq. ft.
Assessment Estimate =
Cascade Development, Inc.
1627 W. Main St. Suite 223
Bozeman, MT 59715
Phase 6
Lot 1, Block 2 West Winds Subdivision
8,219 sq. ft.
Assessment Estimate =
~~
Cascade Development, Inc.
1627 W. Main St. Suite 223
Bozeman, MT 59715
Phase 6
Lot 2, Block 2 West Winds Subdivision
6,893 sq. ft.
Assessment Estimate =
Cascade Development, Inc.
1627 W. Main St. Suite 223
Bozeman, MT 59715
Phase 6
Lot 3, Block 2 West Winds Subdivision
6,893 sq. ft.
Assessment Estimate =
Cascade Development, Inc.
1627 W. Main St. Suite 223
Bozeman, MT 59715
Phase 6
Lot 4, Block 2 West Winds Subdivision
6,893 sq. ft.
Assessment Estimate =
Cascade Development, Inc.
1627 W. Main St. Suite 223
Bozeman, MT 59715
Phase 6
Lot 5, Block 2 West Winds Subdivision
6,893 sq. ft.
Assessment Estimate =
Cascade Development, Inc.
1627 W. Main St. Suite 223
Bozeman, MT 59715
Phase 6
Lot 6, Block 2 West Winds Subdivision
6,893 sq. ft.
Assessment Estimate =
Cascade Development, Inc.
1627 W. Main St. Suite 223
Bozeman, MT 59715
Phase 6
Lot 7, Block 2 West Winds Subdivision
7,799 sq. ft.
Assessment Estimate =
Cascade Development, Inc.
1627 W. Main St. Suite 223
Bozeman, MT 59715
Phase 6
Lot 1, Block 3 West Winds Subdivision
8,109 sq. ft.
Assessment Estimate =
C
Cascade Development, Inc.
1627 W. Main St. Suite 223
Bozeman, MT 59715
Phase 6
Lot 2, Block 3 West Winds Subdivision
8,109 sq. ft.
Assessment Estimate =
Cascade Development, Inc.
1627 W. Main St. Suite 223
Bozeman, MT 59715
Phase 6
Lot 3, Block 3 West Winds Subdivision
8,109 sq. ft.
Assessment Estimate =
Cascade Development, Inc.
1627 W. Main St. Suite 223
Bozeman, MT 59715
Phase 6
Lot 4, Block 3 West Winds Subdivision
8,100 sq. ft.
Assessment Estimate =
Cascade Development, Inc.
1627 W. Main St. Suite 223
Bozeman, MT 59715
Phase 6
Lot 5, Block 3 West Winds Subdivision
224,222 sq. ft.
Assessment Estimate =
Cascade Development, Inc.
1627 W. Main St. Suite 223
Bozeman, MT 59715
Phase 6
Lot 1, Block 4 West Winds Subdivision
7,331 sq. ft.
Assessment Estimate =
Cascade Development, Inc.
1627 W. Main St. Suite 223
Bozeman, MT 59715
Phase 6
Lot 2, Block 4 West Winds Subdivision
6,377 sq. ft.
Assessment Estimate =
Cascade Development, Inc.
1627 W. Main St. Suite 223
Bozeman, MT 59715
Phase 6
Lot 3, Block 4 West Winds Subdivision
6,337 sq. ft.
Assessment Estimate =
Cascade Development, Inc.
1627 W. Main St. Suite 223
Bozeman, MT 59715
Phase 6
Lot 4, Block 4 West Winds Subdivision
5,000 sq. ft.
Assessment Estimate =
Cascade Development, Inc.
1627 W. Main St. Suite 223
Bozeman, MT 59715
Phase 6
Lot 5, Block 4 West Winds Subdivision
6,377 sq. ft.
Assessment Estimate =
Cascade Development, Inc.
1627 W. Main St. Suite 223
Bozeman, MT 59715
Phase 6
Lot 6, Block 4 West Winds Subdivision
6,377 sq. ft.
Assessment Estimate =
1
1
t
J
1
1
Cascade Development, Inc.
1627 W. Main St. Suite 223
Bozeman, MT 59715
Phase 6
Lot 7, Block 4 West Winds Subdivision
7,219 sq. ft.
Assessment Estimate =
Cascade Development, Inc.
1627 W. Main St. Suite 223
Bozeman, MT 59715
Phase 6
Lot 8, Block 4 West Winds Subdivision
7,606 sq. ft.
Assessment Estimate =
Cascade Development, Inc.
1627 W. Main St. Suite 223
Bozeman, MT 59715
Phase 6
Lot 9, Block 4 West Winds Subdivision
6,377 sq. ft.
Assessment Estimate =
Cascade Development, Inc.
1627 W. Main St. Suite 223
Bozeman, MT 59715
Phase 6
Lot 10, Block 4 West Winds Subdivision
6,377 sq. ft.
Assessment Estimate =
Cascade Development, Inc.
1627 W. Main St. Suite 223
Bozeman, MT 59715
Phase 6
Lot 11, Block 4 West Winds Subdivision
5,000 sq. ft.
Assessment Estimate =
Cascade Development, Inc.
1627 W. Main St. Suite 223
Bozeman, MT 59715
Phase 6
Lot 12, Block 4 West Winds Subdivision
6,377 sq. ft.
Assessment Estimate =
Cascade Development, Inc.
1627 W. Main St. Suite 223
Bozeman, MT 59715
Phase 6
Lot 13, Block 4 West Winds Subdivision
6,377 sq. ft.
Assessment Estimate =
Cascade Development, Inc.
1627 W. Main St. Suite 223
Bozeman, MT 59715
Phase 6
Lot 14, Block 4 West Winds Subdivision
7,268 sq. ft.
Assessment Estimate =
Cascade Development, Inc.
1627 W. Main St. Suite 223
Bozeman, MT 59715
Phase 6
Lot 1, Block 5 West Winds Subdivision
8,008 sq. ft.
Assessment Estimate =
Cascade Development, Inc.
1627 W. Main St. Suite 223
Bozeman, MT 59715
Phase 6
Lot 2, Block 5 West Winds Subdivision
5,000 sq. ft.
Assessment Estimate =
1
1
1
Cascade Development, Inc.
1627 W. Main St. Suite 223
Bozeman, MT 59715
Phase 6
Lot 3, Block 5 West Winds Subdivision
5,000 sq. ft.
Assessment Estimate =
Cascade Development, Inc.
1627 W. Main St. Suite 223
Bozeman, MT 59715
Phase 6
Lot 4, Block 5 West Winds Subdivision
5,000 sq. ft.
Assessment Estimate =
Cascade Development, Inc.
1627 W. Main St. Suite 223
Bozeman, MT 59715
Phase 6
Lot 5, Block 5 West Winds Subdivision
8,514 sq. ft.
Assessment Estimate =
Cascade Development, Inc.
1627 W. Main St. Suite 223
Bozeman, MT 59715
Phase 6
Lot 6, Block 5 West Winds Subdivision
6,742 sq. ft.
Assessment Estimate =
~~
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~~
Cascade Development, Inc.
1627 W. Main St. Suite 223
Bozeman, MT 59715
Phase 6
Lot 7, Block 5 West Winds Subdivision
5,966 sq. ft.
Assessment Estimate =
Cascade Development, Inc.
1627 W. Main St. Suite 223
Bozeman, MT 59715
Phase 6
Lot 8, Block 5 West Winds Subdivision
5,000 sq. ft.
Assessment Estimate =
Cascade Development, Inc.
1627 W. Main St. Suite 223
Bozeman, MT 59715
Phase 6
Lot 9, Block 5 West Winds Subdivision
5,966 sq. ft.
Assessment Estimate =
Cascade Development, Inc.
1627 W. Main St. Suite 223
Bozeman, MT 59715
Phase 6
Lot 10, Block 5 West Winds Subdivision
6,91 S sq. ft.
Assessment Estimate =
Cascade Development, Inc.
1627 W. Main St. Suite 223
Bozeman, MT 59715
Phase 6
Lot 1, Block 6 West Winds Subdivision
8,144 sq. ft.
Assessment Estimate =
Cascade Development, Inc.
1627 W. Main St. Suite 223
Bozeman, MT 59715 .
Phase 6
Lot 2, Block 6 West Winds Subdivision
5,000 sq. ft.
Assessment Estimate =
1
u
1
Cascade Development, Inc.
1627 W. Main St. Suite 223
Bozeman, MT 59715
Phase 6
Lot 3, Block 6 West Winds Subdivision
7,000 sq. ft.
Assessment Estimate =
Cascade Development, Inc.
1627 W. Main St. Suite 223
Bozeman, MT 59715
Phase 6
Lot 4, Block 6 West Winds Subdivision
5,000 sq. ft.
Assessment Estimate =
Cascade Development, Inc.
1627 W. Main St. Suite 223
Bozeman, MT 59715
Phase 6
Lot 5, Block 6 West Winds Subdivision
8,538 sq. ft.
Assessment Estimate =
Cascade Development, Inc.
1627 W. Main St. Suite 223
Bozeman, MT 59715
Phase 6
Lot 1, Block 7 West Winds Subdivision
6,045 sq. ft.
Assessment Estimate =
II
1
1
Cascade Development, Inc.
1627 W. Main St. Suite 223
Bozeman, MT 59715
Phase 6
Lot 2, Block 7 West Winds Subdivision
6,045 sq. ft.
Assessment Estimate =
Cascade Development, Inc.
1627 W. Main St. Suite 223
Bozeman, MT 59715
Phase 6
Lot 3, Block 7 West Winds Subdivision
6,642 sq. ft.
Assessment Estimate =
Cascade Development, Inc.
1627 W. Main St. Suite 223
Bozeman, MT 59715
Phase 6
Lot 1, Block 8 West Winds Subdivision
7,325 sq. ft.
Assessment Estimate =
Cascade Development, Inc.
1627 W. Main St. Suite 223
Bozeman, MT 59715
Phase 6
Lot 2, Block 8 West Winds Subdivision
5,769 sq. ft.
Assessment Estimate =
Cascade Development, Inc.
1627 W. Main St. Suite 223
Bozeman, MT 59715
Phase 6
Lot 3, Block 8 West Winds Subdivision
5,769 sq. ft.
Assessment Estimate =
Cascade Development, Inc.
1627 W. Main St. Suite 223
Bozeman, MT 59715
Phase 6
Lot 4, Block 8 West Winds Subdivision
5,769 sq. ft.
Assessment Estimate =
1
J
rI
LEI
Cascade Development, Inc.
1627 W. Main St. Suite 223
Bozeman, MT 59715
Phase 6
Lot 5, Block 8 West Winds Subdivision
5,769 sq. ft.
Assessment Estimate =
Cascade Development, Inc.
1627 W. Main St. Suite 223
Bozeman, MT 59715
Phase 6
Lot 6, Block 8 West Winds Subdivision
5,769 sq. ft.
Assessment Estimate =
Cascade Development, Inc.
1627 W. Main St. Suite 223
Bozeman, MT 59715
Phase 6
Lot 1, Block 9 West Winds Subdivision
8,714 sq. ft.
Assessment Estimate =
Cascade Development, Inc.
1627 W. Main St. Suite 223
Bozeman, MT 5971 S
Phase 6
' Lot 2, Block 9 West Winds Subdivision
7,403 sq. ft.
Assessment Estimate =
1
1
Cascade Development, Inc.
1627 W. Main St. Suite 223
Bozeman, MT 59715
Phase 6
Lot 3, Block 9 West Winds Subdivision
7,261 sq. ft.
Assessment Estimate =
Cascade Development, Inc.
1627 W. Main St. Suite 223
Bozeman, MT 59715
Phase 6
Lot 4, Block 9 West Winds Subdivision
8,112 sq. ft.
Assessment Estimate =