HomeMy WebLinkAboutPhase 7 - West Winds Subdivision SILD
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Street Improvement Lighting District
Phase 7 =West Winds Subdivision
Bozeman, Montana
November 2007
Prepared For:
Clerk of Commission
City of Bozeman
P.O. Box 1230
Bozeman, MT 59771-230
Prepared By:
ENGINEERING
Project #: 045067.128
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 VIII
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
045067.129
Phase VIII 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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ENGINEERING ~
Phase VIII Subdivision -West Winds -Lighting Plan November 2007
PurpOSe
This Lighting Plan is prepared for Phase VIII 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 VIII Subdivision is a portion of the greater West Winds Planned Community, which is a
960-unit mixed use residential development located in the northwest 1/, Section 2, Township 2
South, Range 5 East, bordered by Oak Street on the south, North 27`h Avenue on the east, Baxter
Lane on the north, and Davis Lane on the west. Phase VIII Subdivision is 6.7-acres, composed
ofsingle-family lots located at the northwest corner of West Winds Planed Community.
Existing Conditions Summary
Phase VIII Subdivision is currently undeveloped with no on-site lighting. Baxter Lane to the
north and Davis Lane to the west will be completed prior to the completion of Phase VIII.
Streetlights have been install on Oak Street with 38' poles and with in Phases I, II, and III of
West Winds Subdivision with 25' poles, (see photos below).
38' Street lighting on
Buckrake and Oak Streets
25' On-site street lighting
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ENGINEERING ~
Phase VIII Subdivision -West Winds - LiQhtin~ Plan
Basis of Calculations
November 2007
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 Agency' 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 Li~htin~
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
1 Northern Rockies Agency, 2335 Birdie Drive, Bozeman, MT 587-0513
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ENGINEERING ~
Phase VIII Subdivision -West Winds -Lighting Plan November 2007
' i. Sin le Installations. Gullwin 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. Si~alized Intersections. NA, no signalized intersection in Phase IV 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 VIII.
f. Streetlight wiring shall be underground.
g. NA
h. Streetlights on Baxter Lane and Davis Lane will be installed at the intersections.
Phase VIII only installs lights on south side of Baxter Lane and east side of Davis
' Lane.
5. Streetli t Support Structures. See appendix for this plan. Poles are per manufactures
recommendations.
1 6. Pathway Intersection Lighting. Trail Bollard lighting has been proposed for the
trail/street intersections within the Subdivision. No trails are proposed in Phase VIII.
Maintenance
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
1 This plan establishes that the proposed street lighting system for Phase VIII 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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HKM Engineering Inc. ~ DOSn"D wETLANDs
Nopper Technology Bulding ~ A ~~RT , ,~ PHASE 7 L /GH T/NG PL A N
920 Technology BNd., Suite A
Bozeman, MT 59718 .~.B ~~+~ cle ~TM ~'
X406) 5as-6834 ~'PPOR` STS"""~ ~~ D f~ F/GORE LP-1
FAX'4O6' 586-1 I3O ~C PARK /TRAIL BOLLARD
scds fut DATE: APR. 7, 2004 PROJECT N0. 045087.110
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Nopper Technology Bulding ~
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25' TALL LKg1T POLE
MASTER L /GH T/NG PL A N
920 Technology Blvd., Suite A
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(406) 566-8834 ~.~. PARK/TltAIL BOLLARD 200 o zoo F/GORE LP-7A
FAX (406j 586-1730
!cola fwt GATE: MAR. 26, T008 PROJECT N0. 045087.110
Copxlght O TOGS HKAI EnglnwHnq Ina, All Rights Rawrved.
APPENDIX A
MANUFACTER MATERIALS AND
PHOTOMETRICS
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Pole Shaft
The pole shaft 18 one piece construction, being fabcka.ted from a weldable grade carbon steel structural
tubing which has a uniform wall thickness of ii gauge {0.1196") steel. The pole shag material shall
conform to A.SI'M A-500 Grade C with a minimum yield strength of 50,000 psi. The pole shaft has a full
length longitudinal resistance weld and Is uniformly cylindMcel In arose-aectlan with round sides and
excellent torsional properties.
8888 Platt
The anchor bare Is fabricated from a structural quality hot roiled carbon steel plate that meets or exceeds
a mtnlmurn yield strongth of 36,000 psi. The anchor base telescopes the pole shaft and is
dt+cumferentlaMy welded bop and bottom, A(I welds are performed in acaordence Nrlth the Amerkan
Welding Sudety spednceHon AWS Dl,i, latest editbn.
Bolt Cfrdg: 8,00" Sq olrn. r 8,00" Thldm~s: 0.75" Conduit Opening:.. 3.00"
Consult KNI repr+esentatlve for non-standaM Qlmensions.
Anchor Bolts
anchor bolts are fabricated Mom commeraal quality hot roved carbon steel bar that meets or exceeds- a
rnlnlrtwm yield strength of 55,op0 psi. Four properly shed anclwr bolts, each with two regular hex nuts
and washers, ane fumished and sh1pped with eN poles unksa otherbrlse specified. Anchor bolts aheN hove
the threaded end galvanized a minimum of 8 inches in aceordanoa Vrlth ASTM A-153.. Fully galvanized
anchor bolts aro avaAable upon request.
Handhoie
An oval relMorced gasketed handhok, having a nominal 2 " x 4 " li~skle opeMng, bcaCed 1' - 6' above
base, k standard on-all poles. A grounding provlsbn la welded InsMe the handhole ring.
Fin is;<h --
Stxaducti -The exterior surface i9 deaned wlffi an alkallpe rlrue oo remove surface wntaminanEs and
shot blasted bo.speclfloations ns Publkhed by the Steel Structures. Painting Counclf Standards SSPC-SPlo.
The exterior surface k chemically pretreated with en. Iron phosphate conversion ooatJng then rinsed with
ambient fresh wager containing special surfactants and seafera forming a dry tight miav-arystalArre
xreEing, A polyester thermosetting powder ooagng applied to the surface of tfie aubaaate~to a minimum of
I mils !s standard on aq :color fktlshes, The internal surface Including tfie powder ooataed ar~ae at tfu basr
end rs coated with Iflaq~K„ a therrrloplastlc hydrocarbon r+esln system spedally formulated for appllestlon
ver untrneted steel surfaces, to a thldcness of 3 mfls. The Internal coating shah contakr spedal cotroslon
rnhlbltors and 1s c:apable of passing 1000 hours of salt spray exposure (ASTIN 8-117).
lab Name; (West Winds
I.Serles: R3P - RounONon-Ta . Stee/ po%
Nominal Helgh.t: Zx`' ~ . ~e Diameter: 4.0" Gauge: 11
F(Msh: BRZ - scandaro-Bronze
Mounting Deslgnatlon: DM10 Drliledforl Lumina/rc
Uptlons: BC -ease cover ~ "
2`f X
Typo ~ Halpht Pole Shea Handhot• 1-nchor Bolt Bolt 30 90 100 Bhlp
(~•) (In.) x (In.) x (h.) 6euya Blza (In.) x (In.) x grda HPH MPH F4PH WT.
.-._... (In) (In.) (In.) (~•_) (~~1 (ft-') [Its.]
2S ~ 4.00x25.0 ~ 11 I 2x4 1 0.75x3ox3 ~ B I 7 S.1
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RSP25-4.0-11-BRZ-DMIO-BC
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Please our comment below:
Orifl for Gardco G13 Guliwings
3.7 1 148
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RAP
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Job: 11'ast N'Inds
Mounting on round pole non-tapered TYPa~
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_ GENERAL DESCRIPTION: The Gardoo G~ ball tiree~~4
diecaot ehtntlttum end mounts ~, '~' lumkteke delirted by Ns sleek profile end ~d consfrucxioa The houahtQ b one-place
1 k a pole or weK wUl~(d~e n6ed of a sepecete stpppoorrtt tttn. The muhifaeefad are~lmepe dupacail-m oPtlpl
Ptn~de N:S Typos N, 111, and IY dUUbudott5. The door (~ ~ .> ~ a utlarium and retekte en optkaiUy dear
kxrdnekie b aonplelely seated erld paskefed preyantln6 hwsbn from mokture, duel end ~Oti. The bnpered flel ~ lerta. '
ebreston resistant TQN: powdettbai: Otalltyirty ixNnah+se ere Mlshed wPlh to fade alld
PR6gf( ~ (~I~gpllpATION ' W$TRId'11T~K .
W/117A0F VCLi'AbE FR11811 oPTlC~Nb
G13 "! 2XL 100MFf 120 BRP
Ids order Dodo Mo ~ uppropdgl lox tlDow. Nob: 6.dce . .
:+t~ q rioM~ biior bried~+ela+~ end INalone. Far 'rf 0f°` r" ~ a rMrca a ooM(a„eNoe. Nor ~f oanbkueonr ena onnrpr.oaon. ae nerd
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staple Asa~smb~ aQ120 iFlpia ac 120'
~ Tway Atrsetttbly ~ Quad ~tstetrtbly
' 2600 71Mn Aeeetnbly et. e0•. W W~aM Mount, Recesaad J-Bmc
~ 1FIpi* at 90' We MIaN~Mou~, 8itttdc+o llortd~t
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""'~ ~- typo 11, HotizAtxal Ltttr~ . 60H1?8~ .
'. 87~ type 111, FiOttxonlal l.atnp i 7GNP8 i ~~/ (~}60i* (rlOl~~hrwWr a7rroryi i.~
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~~y~.~tK+S t7ri end dqY erwk
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' PC Phptpepnt~ end Heceplade PTA Pole Top Filter - 3.31/`2' [ski. Teuton
tH.~ „ry, ~~ PTF4 Pole ihp Hitter - 31/2-4' Die: Tenon
PCR 1'hotocontcol Reoepiecle only l3PA 3quate Pole Adaptor
POLY Polycarbo<,nte Sop Letts (foowmad ~'91"I~~evwr-°aA°al
H8 Inlsmal Housaelda Shield
oe Quartz Standby (faarvned
_ 8G Sap pleas Lend (M laa asst pplry
C'Iwoco uolaAO -qw.. e,..phl„cfivw nruAae a dN
~0'~0" •'vm w v,r caryia~ aoruYwa,p p,p~q rtadry ~"a" W ~ wodua Gardeo Uphtlnp e00Q21-07tfe
. niarb~ree o~n' o°""""^'b°' ~5'~~•~• Tn. xL Day al. " 2eet Alverad, SVeet 51arJS7-eD00 M CaBluml-
e>ccyy~p~ p`.~ ~ Ban Loandro, Ca 91677 Fau: SteBS7~09e
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agrE#;gt. ~f:RlPTIGN: The Grandee Gtdiwinp is an area hxninad~e
defkied by its sleek proltie end rugged constnlglon, The housing ie
one~pteee, dfecasl aluminum and mounts dlreotly b a pole or wish
1~hcirt the heed of a Separate support arm Tt1e nwldfaceted aro-
H~pe dupGcatinp optical systems provide IES Types II, III, and IV
dCstrtbtltlona. The door frame is airt0(e.plecq dlecasl alwdnum and
retains an optically dear lerrtpered flat pleas leers. The kmdnalre Is
oanpletely sealed anti gesketed preverttlnp Intrusion from moisture,.
~ . The Gutlwlnp haninaires aro tirlfehed wlflt a tads:and
abrasiartreaistarlt TGICpowdet~coat.
H~(1.4Tfitl: A one-p6ece.d(ec~l at~rtnlnum housirp mctr>ts: direc~fy b a
pola.orwar<wflttout fl1e deed for a t~ppotl ann, The brrprorfle -ourlded
faun rr3duoes the effectlve pro(eded area of the kerilr~elre >A onfy.8~f1'
t.ENS A8SEA18LY: A single-piece dlecasl akultinum (ens frame
Vie: ~~ from the housing and is secured by a statnleSS sisal
lerrj-a+d and fringe pen.
M:opffcely dear~t>aat aM irnpaet~n>sir~rtt lamperod Aat pleas lane is
medieritoally seWned with sbc retainers. The 61ed1ical.and optics
ctlarnfera era tlaroughly sealed -dti+ a one=place memory retenNvta
hoNow-tore EPOM Oasket b prevent ir~ion by rrplstuCe, dusk 8nd
Irfaecis.
OPTICAL BYBTlk13: The segmented optical srstartre are
manufactured from honwgencus sheaf alumitwm rvfdch has bgen
elertrochemtoafly br(ghtened, anodized -and sealed. Tice.
mu(lifaoeled arc image dupllcatlnq systems are designed to
produce IES Types II (2XI.j, III (BXLj, and IV (4X1,). The reflealor
facets form a contest Ian around the.arc iube with: each htryet
positioned b be predoely tangent to Ibe top of the arc tube.
1alnpholder Is glazed porcelain with a nlokef plated screw cheN.
(Jdfs feature porcelalrrmedtum-base IarrrPholdero.
Fluaescertt tuminaRas use a Medaarr Throw reAecbr wl~ a SoPte~
glass lens (AC'S). .
tL.~CTRIGAI:; Aq elecirlcal comporlerris ere UL retnprtized, factory
tented; and mounted on a urtillzad plate wish ~vidc elevtrloai
diaaonneols. Each FflQ high power factor ballast is tits. saperete
aotr~ronent type capable d providrig reAabla larrtp. starting down to
-20(F7. Standard Nuore6cerlt balasts ere soBdatate.
Ate Ead1 stetxleN cdor Mutwnalre rimes a lade and abrasion
resistant, eleotnoelalfoally epp0ed; lfwrmagy cured, IaJplyc(de-.
leocyutrlrater {T~It;I taMured PotYeslec powderooat firlistt. Sbarrdard
setae. Ire bronte (t3liP), blade (l3l.l'j, whfl® (W~; and nadxat
ah:rrlirtum {NP]. ConsuR factory Ion specs ot1 optional or atstom ootots.
AM t~cbxes bear lJl or CU. (where eppfioabie) Wet Loc~tbn
13 1/Z"
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41.61 cm
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35 ' 6.0 x 35.0
6.0" Gauge:7
Bolt BO 90 100 Ship
grcla MPH MPt{ MPN wT.
(In.) (~') (~') (~') (1ba.l
3x5 r 1.OOx36x4 ~ 11.5
SSP3 5- 6.0 - 7-B RZ-D M 10-B C
drill for Gardco G18 Guliw(ngs crease a our rnmment
Ser1eS:SSP -Square Nan-Tepercd Steel Po/es
Nomina( Height: 35' Base Dlamt~ter:
Fihlsh : BRZ - Standard - BioAte
Mounting Desl t
~~~' ~c~uare ton-Ta~~r~d Sf~~l ~o[es
9na Ion. DM10 ON//eQ1!orl Lum/nelre
Qptlon5: BC .ease cover
fYP~ Halyht pots shag Handhole Anchor epl~
(h-) (In.) k (in.) x (h.) 6aupe Bisa (In.) x (In.) x
Pole Shaft
The pole shaft la one piece const-uct(on, being fabricated from a weldable grade carbon steel structural
tubing which has a uniform watl thickness of 7 gauge (0,1793"). The pole shaft material shall conform to
ASTM A-SOp Grade C with a minlmum.ylNd strength of 50,000 ps6 The pole ,theft has a full kngth
bngitudlnat resistance wdd altd is unlformlyaquare In cross-section with flat sides, small comer radii and
exceilont torsional properties,
gees Piste
The anchor bare Is fabricated from a structural quality hot rolled carbon sled prate Iftat meets or exceeds
a minimum ylerd strength of 36,000 pat, The atid~or base taleawppes the pole shaft and Is
drtumferentlally wddad top and bottom. AU welds err pertgnned In aeaordanee whh she kmgrimn
Welding Svc(ety speciflcatlon AWS Di.i, latest r:d(6ion.
Gott grde; 11.5' &q• Dtm- ; 1Z,0• Tfildcnesxr 1,00" Conduit Openings 5.13"
Gbnsult KW ^ep~entadve for non-standard dlmenslons,
+vnchor•Bolts
Anchor bolts ens fabtlcated from commercial quaUty hot rolled carbon steel bar that meets or exceeds. a
minimum yield strength of 55,000 psi, Four pro
and washers, aro famished and shipped with as poems nlasa otfiorerwkl a speciRed Anchor bolds shall
the threaded end galvanized a minimum of 8 Inches in accordance with ASTM A-153. Fully eetvaNzed
anchor bolts are available upon request,
yandhole
In oval relnbreed gasleeted handhole, haWng a nominal 3 " x S " Inside openMg, kwted 1' - 6" above
ease, la standani on aA poles, A grounding provision Is located Uuide the handhob ring,
'(n (sh
tandard -The exterior surtace is cleaned with an alkaline rinse to remove surface contaminants'and'
trot blasted to spedflcagons as pubUshed~ by the Steel. Stnsctisraa Painting. Counal Standards SSPC-SPIO:
he exterior surface. is dternkaily Pleated with an Iron phosphate wnversbn coattnfl then rinsed wkh
nbient fresh water contalnirtg special surtacxants and'sealers formin • a d
bring. A Pdyester the-tmcaefdn g rY t(V~ ~cro-aystalflne
g powdercxatlrty appped tv the surtaca of the substrate to a rnMlmunt of
mils is standard on all. color finishes. The Internal surface Induding the powder coated area at tfie base-
d Is coated wish ~drPtL., a thermoplastfc hydrocarbon rrsin system apedalty formulated for applkadorr
er untreated steel sur/aoss, to a tfildmess of 3 mNs. The /nterrtal toatlr-p.shell contain ,pedal corrosion
rrtnlbltoro-and is aapabk of passing loco hours of salt spray exposure (ASTM 8-117):
306 Name: WEST WINDS --_-_..w--.-~,1
^.....w..~____._____-_._.._......._._----
1S 0 9.5
S,3 ~ 584
~ttD://~M~,~V,~.kwindt~~trie.c.rr:m/nn!inP!C~~i•..,;tQhPP~! ~la.'.
~~~
0
1
~ c,
r
~i
Y
r
~-;
i~
r'
The fullowirg data Domes from the above photomefric file:
(Test lumens may be fisted below. The Lamp Lumens to the nght were used in the talcs)
IESNA:LM-83-1995
[TEST]99-T992S
[MANUFA CO LIGHTING G33X1HS.IES U7/7/99
ILUMCA
tLUMINAI .]STAND TYPE III (3)C).O TICS WITH INTERNAL H.S.S: STD PROD.
~OO~CLEAR FLAT TEMPERED GLASS IN STANDARD D00F7 FRAME.
Temp-Ufe ®1997, The Sp~aenMaker. All rtghts reserved.
Maximum Point: 3.02 fc
Light Loss Factor: 7.6
Fixture Arrangement: Single
Photometric File; F:11ES FileslThomas Outdoor IESIGardcolGullwing1G333C1Hb'Lf6~ate: 2/26/2004
J
~°
n
k
C
n
F
Notes:
Job: West Winds
Mounting on square pole non-Papered rYpe:
LL ~-
_ '~ I ~
~ ~ AREA LU~1~l~1~NA;tES
GENERIII. DF.SCR(PTI01{: The (iatdoo Gupwlnp 19 en 8refl tvntirtaire defkte~d by ~ sleek proAle ind lopped constrtxdfoo. The houslt~p ~ ene.pl~
doraat alurttkxrm turd mouttte rifr~gy to a.pole or wall without the treed o(e eeperde support arm. the mutdleceted Arr}lrt1ape dttplioed
P~cle iES Types I. It. III, N ard~Y diehbtnbttg. Tf>a dos (~ ~ a nA ~~ systems
the lufrlGtelre b completely aee(ed ahd pi<dceted DleOe dece~ attutn4wmt and rettthta en oplfceAy deer tetrtpered flal glass I@lte.
atNttision resiatanP TGIC powderoo@I, ~ tnt~fon frtxrt rivet end Mxecte. The t3ufltrirtp tu-Nnakee ere lilttshed with a fade
F~1er yte otdxtoda IN6 M r_~'"'~-,+-~ l '-- t ice' -' 1 ~ ---._....i
(i~Nrb rbtrN 6alair br~uruiWry pat tbov~, tbteaplpdto roevrvr M defy b phlN f: eonlpteellon, Nel d coabMdlom enQ oadlturebn ue vrAd-
trnkedtnt. iarpNMbn' «mnc~, pf~ ooMUt tM kalory: I`--~-- JI
..
s ~, ..
/~'1 8itpte Nwtttbly slOtpo Tripta at 1201
~ 1Wlrtlleeefrtby ~ Qu6dAaeem6y
2 ®e0 1MAn Aeeenlbly d 6Gt VY Wes Mouhl, Recessed J-8ouc
9 1Hple at 94' YY>t Well Msrunt, Sutfa~Ce Ccpdtrrt
- e I: .. 1
1 T~ I, Hothp>tel {.91tIp Mot.eeow sooty t100!<11{+
P
N .
~ 4Xl Type II, Flotlzontatl.~P 260
SfAF
t60MH' 3ZOPSIAH' itittHPS
2SOHPS dp
~-
type II(, FiotlepMel tsmp
»6trIH a6oPSfAH ( NeWEMIb
400HRS A9dNf Prle.aerewrar~
r~s ~
n
sSONN s00P8Mt1'~' b
rrt~eet.aedt.n
sooHPa
4~- Type 11/, Horizontel (.amp ~„~T 1001Yitt' 750PIShlli~' r760HP8e
G ~ ~ ~ ump M'Aabow 4tldtt~ tA00UIHW ti000P9MH'"
1 r ~
NQrlIYNAad AbNs I tlr1QP
120 _ ~~
L A~'+Me`NdNtdleelydH-Awrrerr(Y -
roooMr(/IAnYdrw+e
d tfvrM~e~raydy,.rAr,p„r~gWed Adla~ ~d'arts~de ~gato¢
208 ~ dlla-xA-fv NrNYN+r bJpt AroleovwMa~grssvx
4 dq~t erdnsd a` HrtOf 1IYRtooe~d'irr77
P<0 et Iv$!IlorM/16 Kn~• -sailr nrrtmrw,yery~
?77 77. dlt4iab~~f
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lin
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M7UArlVar dJW aea,..rq,w «pa-..e„r,s.
/? 9RP eronz@ Pelnt
-6LP 916dcPalnt
~ ~ Whhe Peirtt
NP Natural Alumhurq Pelnt
OC Optlonet ~~ Pelrtt
lr/Ap„rh
~
6ltiadar~
~ 06MUOPl
6C 8peci6l Color Patnt
(spery. trwr eyyy oy~y,~,l
ai'Tif:
F Fttslrt8 rGr Iriee~ RPAt 3' Round Pots Adapter
IDYL rrA'ri+5orytrnl tooorg ~quhakrl'r~nrorRrdaravaodrouw
LF trt-l.Me/In-Pola Fuslnp P~ ~«. va0 avajw. Mn.:)
PC PhotooorNrol end Recept6de
{WA tM1 ~dNY-)
O Y ~'otooontrol Reveptede only
P ~YCarbOrltite 968 tans (26awenr:.q
N6 Intemel Hauseslde 8ft191d
os ot,6-rz sfandlby (toow,e.,~
St3 3a8 Q1aas Lene M~urdNr~
(~Mtid srendrrd M1kh 75ow aM rocnw/
APA2 4"and 5' Aound Pole Adapter
Ind kr I =5+00 roarapnt~y
PTF2 Pde Top Fitter - 2 3V8" Ola. Tenon
PTi•3 Pole lbp Fitter - 3.9 t/2' Ola. Tarots
PTF4 Pble Top Fhter - 3 1/2-4" Dla, Tenon
8GPTF square Pole Top Fitter
nvl~(oadonu~ mtervu dv Ad1t ro ofwge meurleM a redly dq eeelOn d lu poauq MMaA
Dot er Ire compenrl °°^Ip"p"Y P~oEua Mpt"renleM ptopam. Tlv Gndeo UphMn/ e0t1R2~•07S@
Droleekd by u.e. p.rn ,,,,,,y„ pErt.~YtAlD. ~ ~ ~~ ~~ ~ ~~Oue kkp ~~M Zv61 Alwredo sheet fi1013S7-etNJa In Celltprnle
m"tbpr SODW,t2,
moeDy,ty,„ a. ben Leandro, CA @d617 Fax: 510l3S7.30Ba
bao UDMinO 2061-:p6c, A- ~,~ Ree~rvd Inar!MKpna Ccp.Fp!y 9earieQ. SYMAV.DiIoli¢htinq.carn
I, am1y1¢ ~^Dary
79116.66Dt90
~ G B AREA LUMI~VAIR~ES
b
QEf(E~FiAt !)(P110H: the Gardco Qugwinp ie en area hxnlnake
defined by ks sleek profile and rapped construction. The houak~ Is
one-place, d(ecast aluminum ~ mounts dlCec~ly to a pole. a waN
ndlfrout the need of a separate cuppoti arm The mutt(facated aro-
d"Pp optlca! systems provide N 8 Types I, 11, III, N and Y
4isMbutions, The door frame Is ~lnpfe-place ~eoast aluminum srid
retains an optioaNy dear tempered Jfat giaeo lens, The furninaire ~is
completely ieaied end pasketed preveMirtp infrrrsion from molature,
duet-.and erects. The fltrflwinp Ganint~es are finished with a fade std
tlt~ratsion resigfara TttC powderooat.
ttflW8tt1A: A one~lece diecast iluminum housing mounts dlrsClly to a
pole orwaA witltOiil the need for a.supPor(acm the IcNrprofde rpllrtded
lotto '~ etfe~eflve projected area d the lurnfnetre tD orty 12 il<
LtNS ASS~I6LY: A single-piece dleceat aluMnum lens frame
hfngmo duwtt fiom the housing and re secxsed by a stainless steel
lartyard and: h~Qe pin,
~ dear, beat and impact reafslent fetripered flat prase lane is
mO~~Y sectx~ed-vAth eight retainers. The efe~xricsd end optael
ch8rtihers .are sY eeals'd wNh a. are~piece memory relentNe
hollaair~ Epphl gasket to pcever>< tr>truslon by tnafature; dust; and
.k>seas.
OPT(t3/lL 3Y&TEMS: the segmented aphoaf systems"are
manufactured fivm homogenous sheet aluminum which hsa been
elec(roohemioalfy brightened, anodfied and sealed, The
multifaceted arc image duplicating systems are dsefgned to
produce fES Types ((1), II (2XL), lli (3)fl_), N (4Xl), and V (Q~.
With the ?,Xt., 3XL and 4Xl luminaries, the reflector facets form a
conical fan sroued qte arc fobs Wfih .each facet posilfoned to be
predsely terrpent to the top of the aro tube.
The (ampholder Is giaied poreslaln wllA a nlclcel plated eorew
after Poxitfon-orletded mogul base sockets to accept high output
ftodsorttat metal haAda hoops ere •uppNed standard.
~~TA(EAL: M efedricN cotttportettla are UL recognized,
tested;. and mouMad on a unltlzed plate. Wffh quick efeolrlCal
disconnects. f:aoh hlph power factor ballas( is the separate
t type raapable of proNdetD reliable lamp slartlnp down b
Ft1~Qt3H: t.~h standard Dolor I~anirraire reoehrao a fade and alxaabr-
reafatanl, electrostaf(cally appiled, tfiernlally oared; triplyoidel
ieaa3'ar-t-~le~ R~ iexbured. P powderooat~ irnish Stertdaed
calory iridrrde brnrue (8FlP), bladi (t3t;Pj, white (MVP), and natural
efunkarrrt (l~']:~Consultfadcryfa~ speas~on opGonad.ora~brn odors,
LIlBl18: AN tiad~ires bear tlL or CU[, (wftere app6ceble) MVet LOCalfon
rebels.
1f
2es
~nM
t:PA (ft:)
1 2 ~4
1.2 2.4 3.2
' natlwlon rsNrvea M ApM b o~Ma nKMRaN a Inedly Ne d
pn d ~ '~^ d Mr oroaua M1AaA GeadcO-Liehtlnp 900/227-0768
poaxi.d b/ u.H, ostan OO~N'ti CO~~ o1°d1° ~^wwwninl Vro~an. Tt~e Ga1rYp daMpn a 2ee1 Alvarado Sln~t 3tois57-0900 kt CeN(omia
~+nbar pEBavt.eso, i-r Xl agbet sHam Y puMC~o4 M U.B. wrnt nrnb..
~ Een Leandp, CA 94677 Frz: Sf0/357~088
orkl~ oarteo lgtxMp Zoo+•zo0a. AR ruFns aN,a,.w. ~nMmeeonarCyy,~,M ecca~d. Www.shsliphtlnp.eom
~'~ A Owwylt Coagaq
f`i~'i
191 t 5~95l060t
- •. ,
E023.5 Mog 0 U 70 7.15 5 44033 LU70 S62 12 24000+ 6400 5450 1900 22 Clear
.
Y~ .
_~
~ '141:
26426 LU70/CP S62 4 24000+ 6400 5450 1900 22 Clear, Consumer Pack ~
.
111
44035 LU70/D S62 12 24000+ 5950 5050 1900 22 Diffuse _ •: ~s> ¢41
617 Med 0 U 100 5.5 3.431325~11pt>~41f~ S54 6 24000+
,' 8550 2000 22 Clear ~
26423 LU100/MED/CP
13251 LU100/D/MEO
S54
4
24000+ ,
9500
8550 2000
22
Clear, Consumer Pack ~ 1
` ' '1 1-
S54 6 24000+ 8800 7920 2000 22 Diffuse pj.
ED23.5 Mog 0 U 100 7.75 5 44037 LU100 S54 12 24000+ 9500 8550 2000 22 Clear 111
26427 LU100/CP S54 . 4 24000+ 9500 8550 2000 22 'Clear, Consumer Pack' = f i1a
-, 44038 LU100/D S54 12 24000+
~- 8800 1920 2000 22 Diffuse ,111, r1
B17 Med 0 U 150 5.75 3.5 1325~1l~1JIl~ S55 6 24000+ ~~ 14400 2000 22 Clear fjj`'
26424 LU150/MEO/CP S55 4 24000+ 160 14400 2000 22 Clear, Consumer Pack 111
13253 LU150/D/MED S55 6 24000+ 15000 13500 2000 22 Diffuse 111
E023.5 Mog 0 U 150 7.75 5 44043 LU150/55 S55 12 24000+ 16000 14400 2000 21 Clear .:
..•
f
11
26429LU150I55/CP S55 4 24000+ 16000 144002000 22 .
.
Clear, Consumer Pack
j1}
44045 LU150I55/D S55 12 24000+ 15000 13500 2000 22 .Diffuse 111
E028 Mog 0 U 150 8.315 44243 LU150/100(ED28) S56 12 24000+ 15000 13500 2000 22 Clear :11.1 .
i t 9m o Tc c ~r ~.~nc ~ i „M
ED18 Mog 0 U 250 9.75 5.7544041 LU250 S50 12 24000+ 28000 27000 2100 21 Clear • X11
26430 LU250/CP S50 4 24000+ 28000 21000 2100 22 Clear, Consumer Pack 111
ED28 Mog 0 U 250 9 5 44051 LU250/D S50 12 24000+ 26000 23400 2100 22 Diffuse 111
ED18 M-og 0 U 310 9 5.7544053 LU310 ~ 567 12 24000+ 31000 33300 2100 22 Clear ~ 111
ED18 Mog 0 U 400 9 5.1544054 LU400 S51 12 24000+ 51000 45000 2100 22 Clear i11
9.75 5.7526431 LU400/CP S51 4 24000+ 51000 45000 2100 22 Clear, Consumer Pack '111
ED37 Mog 0 U 400 11.31 1 44056 LU400/D S51 6 24000+ 47500 42750 2100 22 Diffuse 111
T7 Rx7s 0 HOR 400 10.12 30244 LU400/TD S51 10 24000 43000 31300 2000 25 Clear, Double-ended, 111
_____ Worizontal Burn t20°
T15 Mog 0 U 600 11.06 6.6227187 LU600/T
E0.37 . Mog 0 U 750 1.1.5 6.7514682 LU750
~ E25
n
.~ ,.,a a ~acoa LUlU/JffY/Xl
S1U6 12 12000+ 90000 81000 2000 22 Clear
S111 6 24000+ 110000 99000 2100 21 Clear
40000 6400 5050 2000 22
Clear, Standby Longl'rfe,
Dual Arc Tube
112
112
Mog 0 U 1000 15.06 8.1544058 LU1000/ECO S52 6 24000+ 140000 126000 2100 22 Clear 111
Rx7s 0 HOR1000 13.18 30246 LU1000/iD S52 10 24000 137500 118200 2000 25 Clear, Double-ended, 111
Horizontal Burn t20°
Photometric File: F:UES FileslThomas Outdoor IES1QardcolGuliwinglGW3X15i~~1B~te: 2126!2044
The >•ork data comes limn the avova photarnetrc sie: Maximum Point: 3. i 6 fc
..(Test lumens may be fisted beknv. The Lamp Lumens to the right w~ used in the talcs)
IESNA:LM-G3-1995
[TEST]97=6'f40
[MANUFACjGARpCO UGHTIN ~ Light Loss Factoc:12.8
[LUMCA
(LUMI TYPE NI (3XL) OPTICS (18") W/I HOUSE SIDE SHIELD .
[MOREICI-EAR FIAT TEMPERED GLASS IN GARDCO GUU,yVING DObR FRAME Fixture Arrangement: Single
~IMOREj
~~~
' Temp-Cite ®1997, The SpieeMNaker. All rights reserved.
~f 9_x/4.
60`
S~~
9-1/4"X9-1/4`
TREATED POST
CAROCO 952 1.E0 EXTERNAL
WAU. LIOHT EACH SIDE
PARALLEL 7O TRAIL
AUONMENT
JUNCTION BOX
16" TYP.
30`
i
cxlNOUlr ra
POMER SOURCE
18`i CONCRETE BASE
t f7T11L p ~n~
SCALE : NONE
~~_ WEST N%/NOS COMMUN/T Y
NW t/4 SL~'CT/ON 2, T.2.S., R.S.E., P.M.M.
GALLA T/N COUNTY, MONTANA.
EN BIN EERIN6 ~
HKM Fny61e~erklg Inc,
'~°i~• TRA/L BOLLARD DETAfL
col Nlaesa~sWrea
BoaBman, Mi 597)5
I~ISe~+ F/GURE 3
FNC ~~os~ say-)r.~o
DATE: MAR t7. 2005 PAO,ECT N0. oaoa.110
~'.'cx
Y
-_ ~ ..
,.,~
0
~ THE 95_.LINE
1
.rdco Lighting introduces a
remarkable advance in architectural
' lighting elegantly built around the
.latest advances in LED (Lig~
' Diodes technolo - ~
gy the 9,
With an integrated tamp and
system package that relies or
~-
. ~ watt of energy;. #I~ts. minimally
. rs~t~~mar~cat
-. . q` :..-; ~.,.. --t~s>~!;'s:::- yea!
..:levet;pf~ rani a~i. n_ ~f ~.]e/rp~
si r~.~.v~+fi~e ~ ! Ok! .K`J J.+ ~W.7t
.. aaTS. .. vS.c ...,_ .6. .....w,....w.. K ... ... a. r..
-f~
-~~t~ratrons~-the rrerv~5 Line is.
~_; r
a~~exciFi~g~ i~w~~d~s[gn~~optior+.,
are shapes. Soft comers.
niforrr.~;distribution:`Conceated
.,punting hardware. Consistent
~ual styling cues. The 95 Line is
scaled to make a tasteful and discreer
~ign statement. That it so elegantl
Y
rr~ts code requirements for minimum
Ij^ vets makes it a very smart,
f onspicuous choice for step
n~isle lighting.
OI l F INCR_FD~IRI E
The diecast brass Dose . ; ; ~ ;~: ~nlegraled
component package i. ~- the faceplate.
and snap m a new me~ , ~, ~ easy does it
The minimally scaled
faceplate is available in lour
different designs. two Round
and Iwo Square. A blade
finish is integral to the
injection molded faceplate.
All other finishes are applied
using a liquid polyurethane,
W resistant. paint.
An integrated LEO. ,7n~.er gnu optic allows the 95lirre to accomplish
the paradaa of maximum performance from minimal power. TheLED
is mailable .n va coic~s white. amber, blue, green, orange, and red.
Naturally, Gghl cu!pul is maximized using the white LEU. ColorU~s
can be used to atltl accent ono in(erest to a project.
the 95 Line presents superior illumination from the pOWef of Onlyorle
waft pnpul walls = 2.41 the mounting base is constNded of dietxst
brass and Lhe cover is molded, high impact resistant, p0lycafbOflBte.
ihea~l-weather s(eplights are listed for Wet Locations.
•
C;~ F I 1_L~M ( N A T I O N
The 95 Line was designed to take
advantage of LEDs as its source.
~I
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.
patent-pending optic uniquely
T
he
{
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.
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j
th~::~#~ita~{e, #~-~'t#Yt9~i~ or~.the
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{
z ~>~~~ ~la~~rai~~'~~'~ Luigi
p • ~..iiz T 7r. r - f~.t 3'~'f .
... ~ ~ . is:.~~ ~~~;~` above
- b ... •. ~ ..
J } fy s.r t4.. d.L. ~~,.~~~
..v-r"'~Vi37~'A~74irdi~PEAR~'CL qt.+ a ... . N
<~ralcing~if'~~~h~
~raterio~
ra~fie
.
g
;
.
.:~- - -.
-....
alid'ezte~lor appl~atiorls
.. _.~ .a... .. t .. n. ..._ ~ ..... as .-. ..~ ..
w.45f ~Y: '4- fi' Y-
• ~ `.. .. ~ The nronhin fT-tho Infk illutarofnc.
I r, ~~ y. ~y., ~~,..,, ~.., ....... ................
I . _... .,,:... . .
~ the pattern of light achieved: at the
_ ;.; ~ .
18" mounting height.
Subtle wau washing is an ancillary berld~t of the Luminaires.
Round [9:'; > 1
Squa~e(953~
Round (950)
'REF[X MOUNTING
- WATTAGE VOLTAGE LED COLOR FINISH
~~.
.. - . rc - .. .. -.
950 S =Surface 1=1 watt 120 LEA Amber BLP Black'Pairlt
951 .Mount for 12 LEB Blue sta~ro maw cola
952 Wall or LEG Green BRP Bronze Paint
953 Ceiling LEO Orange WP Wh1te Paint
~ Red OC Optional Color Paint
LEW White
Frhdde ex 0E-11tU:7024
SC Special Color Paint
'~a~)
I I t\ t r- r'1 1 A A r- w ~ r. ~ ~
_. .
950 & 951 950 & 951
WITH ADAPTER
Note: Adapter is used when motuiting ova a 4-0 Jundlon Box
Product mounts directly over a 3-0 Junction Box without adapter.
i
. :;, .
.93
215
952 &953
2661 Alvarado Street
San Leandro, CA 94577
eoo~22r-a75s
510/357-6900 in California
Fax; 510/357-3088
www.sitelighting.com
LIGHTING
•
"5.P~ .,
Exhibit B
Site Plan
PRELIMINARY PLAT 0~° Wit, SECRJS,K 715 RSE. P.M.M. +
WEST WINDS MAJQR ~f1 ACR£5 I
PHASE 7 _
SITUATED IN THE NW 1/4 OF .SECTION
GALLATIN COUNTY, M 90,
PURPOSE OF SURVEY: TO CREATE PARCELS FOR PHAS
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~ WEST WINDS MAJOR SUBDMSION
Location Map of the mc PHASE 7.
WEST WINDS SUBDIVISION 0. E31 N E E R 1 N Q ~
ra7no~ooy'swa. CiJEtIL• CASCADE DEVELOPtAENT, WC. DALE: MAY 2007
P.M.M. ' A
in the NW Y4 of Section 2, T2S
RSE
' LocAnoN: NW 1/4 seatio++ 2, T2S, R5E, P.4.Y.; GAt1ATIN COUNTY
,
, Nnran, M
T 59719
»: (105) 599-9834 ORAWN'BY: S,E SCALE; 1`=60' PUT
(109) 595-1730 PROJECT:Ok5067.126 PIi7-i-AT-PRf1L-OPT-YD~G. St1EEL• 1 OF 2
i
i
Exhibit C
Legal Description
Exhibit C
West Wind Subdivision Legal Description
Phase 7
That portion of the NW % of Section 2, T2S, RSE, P.M.M., Gallatin County,
Montana and more particularly described as follows:
PHASE 7 DESCRIPTION
Beginning at the northwest corner of WEST WINDS SUBDIVISION PHASE 6, from
which the west quarter corner of said section 2 bears South O1°35'22" West, 1984.55 feet;
Thence, from said point of beginning, along the west line of said 2 section, North
O1°35'22" East, 252.00 feet, from which the northwest corner of said 2 section bears
North O1°35'22" East, 423.56 feet;
Thence, South 88°24'38" East, 260.00 feet;
Thence, North O1°35'22" East, 10.61 feet;
Thence, South 90°00'00" East, 435.62 feet;
Thence, North 00°17'11" West, 423.21 feet, to the north line of said section 2, from
which the northwest corner of said section 2 bears South 89°43'51" West, 681.86 feet;
Thence, along the north line of said 2 section, North 89°43'51 "East, 1201.65 feet;
Thence, South 00°39'27" West, 151.17 feet;
Thence, South 15° 19'52" West, 114.24 feet;
Thence, South 00°39'27" West, 168.84 feet;
Thence, South 89°43'51" West, 41.59 feet, to a point of curvature concave northerly;
Thence, along said curve to the right, having an arc length of 122.11 feet, a radius of
270.00 feet, a central angle of 25°54'47", and a chord bearing North 77°18'46" West,
121.07 feet to a point ofnon-tangency;
Thence, South 00°39'27" West, 530.74 feet, to a point of curvature concave westerly;
Thence, along said curve to the right, having an arc length of 47.28 feet, a radius of 90.00
feet, a central angle of 30°06'02", and a chord bearing South 15°42'28" West, 46.74 feet;
Thence, South 30°45'29" West, 96.61 feet;
Thence, North 59°14'05" West, 256.93 feet, to a point of curvature concave southerly;
Thence, along said curve to the left, having an arc length of 161.09 feet, a radius of
300.00 feet, a central angle of 30°45'55", and a chord bearing North 74°37'02" West,
159.16 feet;
Thence, North 90°00'00" West, 15.79 feet;
Thence, North 07°38'17" East, 246.13 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 the point of beginning, containing 24.891
acres.
Exhibit D
List of Property Owners
Phase 7
Cascade Development, Inc.
1627 W. Main St. Suite 223
Bozeman, MT 59715
Phase 7
Lot 1, Block 1 West Winds Subdivision
7,875 sq. ft.
Assessment Estimate =
Cascade Development, Inc.
1627 W. Main St. Suite 223
Bozeman, MT 59715
Phase 7
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 7
Lot 3, Block 1 West Winds Subdivision
7,875 sq. ft.
Assessment Estimate =
Cascade Development, Inc.
' 1627 W. Main St. Suite 223
Bozeman, MT 59715
Phase 7
Lot 4, Block 1 West Winds Subdivision
7,875 sq. ft.
Assessment Estimate =
Cascade Development, Inc.
1627 W. Main St. Suite 223
Bozeman, MT 59715
Phase 7
Lot 1, Block 2 West Winds Subdivision
8,167 sq. ft.
Assessment Estimate =
Cascade Development, Inc.
1627 W. Main St. Suite 223
Bozeman, MT 59715
Phase 7
Lot 2, Block 2 West Winds Subdivision
7,200 sq. ft.
Assessment Estimate =
Cascade Development, Inc.
1627 W. Main St. Suite 223
Bozeman, MT 59715
Phase 7
Lot 3, Block 2 West Winds Subdivision
7,200 sq. ft.
Assessment Estimate =
Cascade Development, Inc.
1627 W. Main St. Suite 223
Bozeman, MT 59715
Phase 7
Lot 4, Block 2 West Winds Subdivision
7,200 sq. ft.
Assessment Estimate =
Cascade Development, Inc.
1627 W. Main St. Suite 223
Bozeman, MT 59715
Phase 7
Lot 5, Block 2 West Winds Subdivision
7,200 sq. ft.
Assessment Estimate =
Cascade Development, Inc.
1627 W. Main St. Suite 223
Bozeman, MT 59715
Phase 7
Lot 6, Block 2 West Winds Subdivision
7,200 sq. ft.
Assessment Estimate =
Cascade Development, Inc.
1627 W. Main St. Suite 223
Bozeman, MT 59715
Phase 7
Lot 7, Block 2 West Winds Subdivision
8,331 sq. ft.
Assessment Estimate =
Cascade Development, Inc.
1627 W. Main St. Suite 223
Bozeman, MT 59715
Phase 7
Lot 1, Block 3 West Winds Subdivision
7,456 sq. ft.
Assessment Estimate =
Cascade Development, Inc.
1627 W. Main St. Suite 223
Bozeman, MT 59715
Phase 7
Lot 2, Block 3 West Winds Subdivision
6,527 sq. ft.
Assessment Estimate =
Cascade Development, Inc.
' 1627 W. Main St. Suite 223
Bozeman, MT 59715
Phase 7
Lot 3, Block 3 West Winds Subdivision
6,527 sq. ft.
Assessment Estimate =
Cascade Development, Inc.
1627 W. Main St. Suite 223
Bozeman, MT 59715
Phase 7
Lot 4, Block 3 West Winds Subdivision
6,527 sq. ft.
Assessment Estimate =
Cascade Development, Inc.
1627 W. Main St. Suite 223
Bozeman, MT 59715
Phase 7
Lot 5, Block 3 West Winds Subdivision
6,527 sq. ft.
Assessment Estimate =
Cascade Development, Inc.
1627 W. Main St. Suite 223
Bozeman, MT 59715
Phase 7
Lot 6, Block 3 West Winds Subdivision
6,527 sq. ft.
Assessment Estimate =
Cascade Development, Inc.
1627 W. Main St. Suite 223
Bozeman, MT 59715
Phase 7
Lot 7, Block 3 West Winds Subdivision
7,326 sq. ft.
Assessment Estimate =
Cascade Development, Inc.
1627 W. Main St. Suite 223
Bozeman, MT 59715
Phase 7
Lot 1, Block 4 West Winds Subdivision
9,203 sq. ft.
Assessment Estimate =
Cascade Development, Inc.
1627 W. Main St. Suite 223
Bozeman, MT 59715
Phase 7
Lot 2, Block 4 West Winds Subdivision
8,160 sq. ft.
Assessment Estimate =
Cascade Development, Inc.
1627 W. Main St. Suite 223
Bozeman, MT 59715
Phase 7
Lot 3, Block 4 West Winds Subdivision
8,160 sq. ft.
Assessment Estimate =
Cascade Development, Inc.
1627 W. Main St. Suite 223
Bozeman, MT 59715
Phase 7
Lot 4, Block 4 West Winds Subdivision
8,160 sq. ft.
Assessment Estimate =
Cascade Development, Inc.
1627 W. Main St. Suite 223
Bozeman, MT 59715
Phase 7
Lot 5, Block 4 West Winds Subdivision
8,572 sq. ft.
Assessment Estimate =
Cascade Development, Inc.
' 1627 W. Main St. Suite 223
Bozeman, MT 59715
Phase 7
Lot 1, Block 5 West Winds Subdivision
6,652 sq. ft.
Assessment Estimate =
Cascade Development, Inc.
1627 W. Main St. Suite 223
Bozeman, MT 59715
Phase 7
Lot 2, Block 5 West Winds Subdivision
' 5,000 sq. ft.
Assessment Estimate =
0
Cascade Development, Inc.
1627 W. Main St. Suite 223
Bozeman, MT 59715
Phase 7
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 7
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 7
Lot 5, Block 5 West Winds Subdivision
5,000 sq. ft.
Assessment Estimate =
Cascade Development, Inc.
1627 W. Main St. Suite 223
Bozeman, MT 59715
Phase 7
Lot 6, Block 5 West Winds Subdivision
5,000 sq. ft.
Assessment Estimate =
Cascade Development, Inc.
1627 W. Main St. Suite 223
Bozeman, MT 59715
Phase 7
Lot 7, Block 5 West Winds Subdivision
7,591 sq. ft.
Assessment Estimate =
Cascade Development, Inc.
1627 W. Main St. Suite 223
Bozeman, MT 59715
Phase 7
Lot 8, Block 5 West Winds Subdivision
8,543 sq. ft.
Assessment Estimate =
Cascade Development, Inc.
1627 W. Main St. Suite 223
Bozeman, MT 59715
Phase 7
Lot 9, Block 5 West Winds Subdivision
7,200 sq. ft.
Assessment Estimate =
Cascade Development, Inc.
1627 W. Main St. Suite 223
Bozeman, MT 59715
Phase 7
Lot 10, Block 5 West Winds Subdivision
7,200 sq. ft.
Assessment Estimate =
Cascade Development, Inc.
1627 W. Main St. Suite 223
Bozeman, MT 59715
Phase 7
Lot 11, Block 5 West Winds Subdivision
7,200 sq. ft.
Assessment Estimate =
Cascade Development, Inc.
1627 W. Main St. Suite 223
Bozeman, MT 59715
Phase 7
Lot 12, Block 5 West Winds Subdivision
7,200 sq. ft.
Assessment Estimate =
Cascade Development, Inc.
1627 W. Main St. Suite 223
Bozeman, MT 59715
Phase 7
Lot 13, Block 5 West Winds Subdivision
7,916 sq. ft.
Assessment Estimate =
Cascade Development, Inc.
1627 W. Main St. Suite 223
Bozeman, MT 59715
Phase 7
Lot 1, Block 6 West Winds Subdivision
8,270 sq. ft.
Assessment Estimate =
Cascade Development, Inc.
1627 W. Main St. Suite 223
Bozeman, MT 59715
Phase 7
Lot 2, Block 6 West Winds Subdivision
6,800 sq. ft.
Assessment Estimate =
Cascade Development, Inc.
1627 W. Main St. Suite 223
Bozeman, MT 59715
Phase 7
Lot 3, Block 6 West Winds Subdivision
5,000 sq. ft.
Assessment Estimate =
Cascade Development, Inc.
1627 W. Main St. Suite 223
Bozeman, MT 59715
Phase 7
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 7
Lot 5, Block 6 West Winds Subdivision
6,800 sq. ft.
Assessment Estimate =
Cascade Development, Inc.
1627 W. Main St. Suite 223
Bozeman, MT 59715
Phase 7
Lot 6, Block 6 West Winds Subdivision
8,224 sq. ft.
Assessment Estimate =
Cascade Development, Inc.
1627 W. Main St. Suite 223
Bozeman, MT 59715
Phase 7
Lot 1, Block 7 West Winds Subdivision
7,514 sq. ft.
Assessment Estimate =
Cascade Development, Inc.
' 1627 W. Main St. Suite 223
Bozeman, MT 59715
Phase 7
' Lot 2, Block 7 West Winds Subdivision
6,825 sq. ft.
Assessment Estimate =
Cascade Development, Inc.
1627 W. Main St. Suite 223
Bozeman, MT 59715
Phase 7
Lot 3, Block 7 West Winds Subdivision
6,825 sq. ft.
Assessment Estimate =