HomeMy WebLinkAbout_2.g_PreliminaryPlat_09242021S43° 53' 15"W
170.56'N1/4 CORNER
SECTION 3
FOUND AS DESCRIBED ON
CORNER DOC. #2176851
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311 W MAIN ST RM 304
BOZEMAN, MT 59715
ZONED: R-3
CROSSING 2 COMMUNITY
ASSOCIATION INC.
40 E MAIN ST STE 210
BOZEMAN, MT 59715
ZONED: R-3
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BLOCK 1
BLOCK 3
LOT 1A
LOT 1B
7595 SQ FT
0.17 ACRES
LOT 1C
LOT 1D
3800 SQ FT
0.09 ACRES
4187 SQ FT
0.10 ACRES
6740 SQ FT
0.15 ACRES
4927 SQ FT
0.11 ACRES
4346 SQ FT
0.10 ACRES
3045 SQ FT
0.07 ACRES
2754 SQ FT
0.06 ACRES
2849 SQ FT
0.07 ACRES
3268 SQ FT
0.08 ACRES
4117 SQ FT
0.09 ACRES
4113 SQ FT
0.09 ACRES
5006 SQ FT
0.11 ACRES
3588 SQ FT
0.08 ACRES
3899 SQ FT
0.09 ACRES
3499 SQ FT
0.08 ACRES
3900 SQ FT
0.09 ACRES
5504 SQ FT
0.13 ACRES
3717 SQ FT
0.09 ACRES
4851 SQ FT
0.11 ACRES
3804 SQ FT
0.09 ACRES
2820 SQ FT
0.06 ACRES
3497 SQ FT
0.08 ACRES
3441 SQ FT
0.08 ACRES
4226 SQ FT
0.10 ACRES
3886 SQ FT
0.09 ACRES
3089 SQ FT
0.07 ACRES
2820 SQ FT
0.06 ACRES
2979 SQ FT
0.07 ACRES
4551 SQ FT
0.10 ACRES
4353 SQ FT
0.10 ACRES
7691 SQ FT
0.18 ACRES
3914 SQ FT
0.09 ACRES
4681 SQ FT
0.11 ACRES
4332 SQ FT
0.10 ACRES
3651 SQ FT
0.08 ACRES
5377 SQ FT
0.12 ACRES
3759 SQ FT
0.09 ACRES
4032 SQ FT
0.09 ACRES
3309 SQ FT
0.08 ACRES
LOT 9A
LOT 8C
LOT 9B
LOT 7C
LOT 8D
LOT 9D
LOT 7D
LOT 8B
LOT 6B
LOT 7B
LOT 6A
LOT 7A
LOT 6D
LOT 6C
LOT 9C
LOT 8A
2820 SQ FT
0.06 ACRES
LOT 3C
LOT 3B
2820 SQ FT
0.06 ACRES
OS-1 950 S
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OS-2 1234
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LOT 3D
LOT 5A
LOT 1A
LOT 1B
LOT 1C
LOT 2A
LOT 4C
LOT 4B
LOT 4A
LOT 4D
LOT 5B
LOT 5C
LOT 5D
LOT 2B
LOT 3A
LOT 1D
LOT 2A
LOT 1B
LOT 1C
LOT 2B
LOT 2C
LOT 1A
2879 SQ FT
0.07 ACRES
2824 SQ FT
0.06 ACRES
CA 1
12679 SQ FT
0.29 ACRES
TSC
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'N2° 29' 17"E268.95'N32° 58' 17"E116.56'N55°
4
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N55°
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'N31° 22' 05"E75.40'N18° 00' 02"W66.25'S0° 00' 14"W17.18'C.B.=S5°47'01"EC.D.=242.02'Δ=11°34'30", R=1200.00L=242.43'S78° 25' 43"
W
75.00'
LINE #
L1
L2
L3
L4
L5
L6
L7
L8
L9
L10
L11
L12
L13
L14
L15
L16
L17
L18
L19
L20
L21
L22
L23
L24
L25
L26
L27
L28
L29
BEARING
S78°41'32"W
S78°41'32"W
S78°41'32"W
S78°41'32"W
S52°39'56"W
S81°13'23"W
S81°13'23"W
S0°00'14"W
N7°22'36"W
N7°22'36"W
N7°22'36"W
N78°41'32"E
N49°39'38"E
S42°38'51"E
S42°38'51"E
N42°38'51"W
N42°38'51"W
S33°25'48"E
S33°25'48"E
N33°25'48"W
N33°25'48"W
N33°25'48"W
S33°25'48"E
S3°34'30"E
S3°34'30"E
S3°34'30"E
N3°34'30"W
S73°51'49"W
S73°51'49"W
LENGTH
57.90'
34.08'
34.08'
122.99'
11.57'
23.99'
54.65'
17.15'
104.31'
119.19'
123.21'
87.78'
93.49'
51.80'
30.23'
30.23'
39.16'
20.13'
30.06'
30.06'
34.35'
10.63'
35.89'
16.11'
30.74'
30.74'
51.62'
98.01'
105.09'
LINE #
L30
L31
L32
L33
L34
L35
L36
L37
L38
L39
L40
L41
L42
L43
L44
L45
L46
L47
L48
L49
L50
L51
L52
L53
L54
L55
L56
L57
L58
BEARING
S73°51'49"W
S73°51'49"W
S66°48'52"W
S66°48'52"W
S66°48'52"W
N60°49'47"E
S60°51'24"W
S38°33'40"W
N38°34'25"E
N60°18'46"E
S60°18'46"W
S60°18'46"W
N55°54'42"E
N54°21'13"E
S54°21'13"W
S54°21'13"W
S78°41'32"W
N3°34'39"W
S3°34'39"E
N3°34'39"W
N33°25'48"W
N33°25'48"W
S33°25'48"E
N33°25'48"W
S33°25'48"E
N33°25'48"W
N42°38'48"W
N42°38'51"W
N42°38'51"W
LENGTH
112.86'
122.14'
129.15'
130.38'
129.20'
106.18'
103.38'
19.46'
17.80'
117.74'
115.53'
114.01'
111.19'
105.04'
101.01'
97.69'
85.63'
66.65'
30.15'
30.15'
11.00'
34.64'
10.63'
44.85'
30.00'
30.00'
41.57'
30.00'
30.00'
LINE #
L59
L60
L61
L62
L63
L64
L65
L66
L67
L68
L69
L70
L71
L72
L73
L74
L75
L76
L77
L78
L79
L80
L81
L82
L83
L84
L85
L86
L87
CURVE #
C1
C2
C3
C4
C5
C6
C7
C8
C9
C10
C11
C12
C13
C14
C15
C16
C17
C18
C19
C20
C21
C22
C23
C24
C25
C26
C27
C28
C29
C30
C31
C32
C33
C34
C35
C36
ROAD CENTERLINE
EASEMENT LINE
CURB
SEWER MAIN
WATER MAIN
STORMWATER LINE
SEWER SERVICE
WATER SERVICE
FIRE HYDRANT
WATER VALVE
SEWER MANHOLE
STORMWATER INLET
CONTOUR INTERVAL = 1'
LEGEND
8''S 8''S
8''W 8''W
P.O.B.
R.O.W.
US PUBLIC LANDS SURVEY SYSTEM 14
SECTION CORNER FOUND AS DESCRIBED
FOUND TD&H YELLOW PLASTIC CAP 12251 LS
FOUND TD&H RED PLASTIC CAP 12251 LS
FOUND 2" ALUMINUM CAP MARKED "HYALITE
ENGINEERS 14456 LS"
SET 58" X 24" REBAR W/ 2" ALUMINUM CAP
MARKED "HYALITE ENGINEERS 14456LS"
SET 58" X 24" REBAR W/ 2" YELLOW PLASTIC CAP
MARKED "HYALITE ENGINEERS 14456LS"
POINT OF BEGINNING
RIGHT OF WAY
PUBLIC UTILITY EASEMENT
CHORD BEARING
CHORD DISTANCE
OPEN SPACE
COMMON AREA
ST ST
HYD
S P.U.E.
C.B.
C.D.
OS
CA
0'50'100'150'
PRELIMINARY PLAT OF PARK VIEW CROSSING MAJOR SUBDIVISION
BEING LOT 4 OF MINOR SUBDIVISION 400 LOCATED IN NE 1
4 OF SECTION 3, TOWNSHIP 2 SOUTH, RANGE 5 EAST, P.M.M., CITY OF BOZEMAN,
GALLATIN COUNTY, MONTANA
SCALE BARMAJOR SUBDIVISION
CITY OF BOZEMAN,
GALLATIN COUNTY,
MONTANA
BASIS OF BEARING
2 3 0 4 N. 7th A V E S T E L , B O Z E M A N , M T 5 9 7 1 5
P H O N E : ( 4 0 6) 5 8 7 - 2 7 8 1 F A X : ( 4 0 6 ) 5 2 2 - 9 2 2 5
w w w . h y a l i t e e n g . c o m
1/4 SEC T R
3 2S 5E
DRAWN
BV
DATE
09/24/2021
PRELIMINARY PLAT
SCALE
1"=50'
SHEET
1 OF 3
PROJECT NUMBER
193211
Geodetic North @
GPS Position
LAT. 45°41'58.18" NORTH
LONG. 111°05'19.96" WEST
PURPOSE OF SURVEY:
Creation of a 44 lot major subdivision.
THIS SURVEY WAS PERFORMED FOR:
Campeche Shores Development LLC
CERTIFICATE OF DIRECTOR OF PUBLIC WORKS
I, Director of Public Works, City of Bozeman, Montana, do hereby certify that the accompanying plat has
been duly examined and have found the same to conform to the law, approves it, and hereby accepts
the dedication to the City of Bozeman for the public use of any and all lands shown on the plat as being
dedicated to such use.
DATED this _______ day of _________________ , A.D., 2021.
Public Works Director
City of Bozeman, MT
CERTIFICATE OF COUNTY TREASURER
I, Jennifer Blossom certify that the accompanying plat has been duly examined and that all real property
taxes and special assessments assessed and levied on the land to be subdivided are paid.
Assessor Number RFG58322
DATED this _______ day of _________________ , A.D., 2021.
Jennifer Blossom
Treasurer of Gallatin County
CERTIFICATE OF CLERK AND RECORDER
I, _________________________, Clerk and Recorder of Gallatin County, Montana, do hereby certify that
the foregoing instrument was filed in my office at _____ o'clock, (a.m., or p.m.), this _______ day of
_________________ , A.D., 2021, and recorded in Book ___________ of Plats on Page _____, Records
of the Clerk and Recorder, Gallatin County, Montana.
_______________________________
Eric Semerad
Gallatin County Clerk and Recorder
CERTIFICATE OF EXCLUSION FROM MONTANA DEPARTMENT
OF ENVIRONMENTAL QUALITY REVIEW
The Park View Crossing Major Subdivision, Gallatin County, Montana, is within the City of Bozeman,
Montana, a first-class municipality, and within the planning area of the Bozeman growth policy which was
adopted pursuant to MCA 76-1-601 et seq., and can be provided with adequate stormwater drainage and
adequate municipal facilities. Therefore, under the provisions of MCA 76-4-125(2)(d), this subdivision is
excluded from the requirement for Montana Department of Environmental Quality review.
DATED this _______ day of _________________ , A.D., 2021.
Public Works Director
City of Bozeman, MT
CERTIFICATE OF COMPLETION OF IMPROVEMENTS
I, Campeche Shores Development LLC, and I, Brett Megaard, a registered professional engineer licensed to
practice in the State of Montana, hereby certify that the public improvements, required as a condition of
approval of Parkview Crossings Major Subdivision, have been installed in conformance with the approved
engineering specifications and plans.
Its:
Campeche Shores Development LLC
Brett Megaard, PE 29106
Hyalite Engineers PLLC
GRANT OF EASEMENTS
The undersigned hereby grant unto each and every person, firm or
corporation, whether public or private, providing or offering fiber optic,
telephone, telegraph, electric power, gas, cable television, water or sewer
service to the public, the right to joint use of an easement for the construction,
maintenance, repair and removal of their lines and other facilities in, over,
under, and across each area designated on this plat as 'Utility Easement' to
have and to hold forever.
Dated this day of , 2021
CAMPECHE SHORES DEVELOPMENT LLC
State of )
) ss
County of )
On this day of , 2021, before me, a notary public
in and for
said county and state, personally appeared ,
known to me to be the , of Campeche
Shores Development LLC, known to me to be the corporation whose name is subscribed to
the within instrument.
Signature of notarial officer
Name - typed, stamped, or printed
Title (and Rank)
Residing at
My commission expires:
CERTIFICATE OF SURVEYOR
I, the undersigned, Shannon J. Marinko, Registered Land Surveyor, do hereby certify that between
January 1, 2021 and _____________________, 2021, I surveyed and described the same as shown on
the accompanying plat and platted in accordance with the provisions of the Montana Subdivision and
Platting Act, Section 76-3-101 through 76-3-625, MCA, and the Bozeman Municipal Code.
DATED this _______ day of _________________ , A.D., 2021.
Shannon J. Marinko #LS-14456
Hyalite Engineers, PLLC.
CERTIFICATE OF DEDICATION
We, the undersigned property owner(s), do hereby certify that we have caused to
be surveyed, subdivided and platted into lots, parcels, blocks, roads and alleys,
and other divisions and dedications, as shown by this plat hereunto included, the
following described tract of land, to wit:
Being Lot 4 of Minor Subdivision 400 located in the NE 1
4 of Section 3, Township 2
South, Range 5 East, P.M.M., City of Bozeman, Gallatin County, Montana being
more particularly described as follows:
Commencing at the north 1/4 of Section 3, thence S 70°52'13" E a distance of
980.63', the Point of Beginning;
thence N 89°58'45" E a distance of 153.05';
thence S 00°00'14" W a distance of 17.18';
thence along an arc to the right said arc having a length of 242.43', a radius of
1200.00', a chord bearing of S 05°47'01" E, and a chord length of 242.02';
thence S 78°25'00" W a distance of 75.00';
thence along an arc to the right said arc having a length of 770.18', a radius of
1275.00', a chord bearing of S 28°52'38" E, and a chord length of 758.52';
thence S 43°53'15" W a distance of 170.56';
thence S 56°27'34" W a distance of 95.06';
thence N 51°34'41" W a distance of 84.52';
thence N 42°38'48" W a distance of 252.78';
thence N 33°25'49" W a distance of 339.90';
thence N 02°29'17" E a distance of 268.95';
thence N 32°58'17" E a distance of 116.56';
thence N 55°46'25" E a distance of 91.05';
thence N 20°48'07" W a distance of 48.57';
thence N 31°22'05" E a distance of 75.40';
thence N 18°00'02" W a distance of 66.25' to the point of beginning;
Said parcel contains 7.00 acres more or less, and is subject to all easements of
record, or apparent on the ground.
The above described tract of land is to be known and designated as Park View
Crossing, City of Bozeman, Gallatin County, Montana; and the lands included in all
roads, avenues, alleys, and parks or public squares shown on said plat are hereby
granted and donated to the use of the public forever. The roadways dedicated to
the public are accepted for public use, but the City accepts no responsibility for
maintaining the same. The owner(s) agree(s) that the City has no obligation to
maintain the roads hereby dedicated to public use.
CERTIFICATE OF CITY COMMISSION OF BOZEMAN
I, Mayor of the City of Bozeman, Gallatin County, Montana, do hereby certify that the accompanying plat
has been duly examined and have found the same to conform to the law, approve it, and hereby accept the
dedication to public use.
DATED this day of , A.D., 2021.
Mayor
City of Bozeman, Montana
CERTIFICATE OF ACCEPTING CASH DONATION IN-LIEU OF
PARK LAND DEDICATION
Finding dedication of parkland within the platted area of Park View Crossing would be undesirable for
park and playground purposes, it is hereby ordered by the City Commission of the City of Bozeman, that
land dedication for park purposes be waived and that cash-in-lieu, in the amount of _______ dollars, be
accepted with the provisions of Montana Subdivision and Platting Act (MCA 76-3-101 through 76-3-625)
and the Bozeman Municipal Code.
DATED this _______ day of _________________ , A.D., 2021.
Director of Parks and Recreation
City of Bozeman, MT
SURVEY NOTES:
1. THIS SURVEY IS CONSIDERED DRAFT UNLESS SIGNED AND STAMPED
BY THE PROFESSIONAL LAND SURVEYOR.
2. ALL 44 LOTS ARE DESIGNATED TOWNHOUSE LOTS.
3. THERE ARE A TOTAL OF 9 QUADPLEX TOWNHOUSE UNITS, 2 TRIPLEX
TOWNHOUSE UNITS, AND 1 DUPLEX TOWNHOUSE UNIT
4. THE PROPERTY IS ZONED R-3, PLEASE SEE THE APPLICABLE ZONING
REGULATIONS FOR BUILDING SETBACK LOCATIONS, PARKING
REQUIREMENTS, ETC.
WETLAND BOUNDARY
STORMWATER
DRAINAGE EASEMENT
(PER DOC. # )
GRANT OF PUBLIC STORMWATER
DRAINAGE EASEMENT
The undersigned hereby grants to the public, for public use forever,
the stormwater drainage easement as shown on sheet 1 of this plat
over, under, and across Common Area 1.
N1/4 CORNER
SECTION 3
FOUND AS DESCRIBED ON
CORNER DOC. #2176851
VA
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N3686 TSCHACHE LANEBOZEMAN, MT 59718ZONED: R-3JA
KE
A
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D
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&
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GARY E & SHARON K GREEN3656 TSCHACHE LANEBOZEMAN, MT 59718ZO
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MONTANA LADDINVESTMENTS LLC.30439 MONARCH CTEVERGREEN, CO 80439ZONED: R-3GALLATIN COUNTY
311 W MAIN ST RM 304
BOZEMAN, MT 59715
ZONED: R-3
CROSSING 2 COMMUNITY
ASSOCIATION INC.
40 E MAIN ST STE 210
BOZEMAN, MT 59715
ZONED: R-3
S70°
5
2
'
1
3
"
E
980.6
3
'
P.O.B.
10' P.U.E.VAQUERO PARKWAYSTOKES
LANE
47154710470
5
10' P.
U.
E.
10' P.U.E.
1
0
'
P
.
U
.
E
.
SP
R
I
N
G
D
I
T
C
H
BLOCK 2
BLOCK 1
BLOCK 3
LOT 1A
LOT 1B
7595 SQ FT
0.17 ACRES
LOT 1C
LOT 1D
3800 SQ FT
0.09 ACRES
4187 SQ FT
0.10 ACRES
6740 SQ FT
0.15 ACRES
4927 SQ FT
0.11 ACRES
4346 SQ FT
0.10 ACRES
3045 SQ FT
0.07 ACRES
2754 SQ FT
0.06 ACRES
2849 SQ FT
0.07 ACRES
3268 SQ FT
0.08 ACRES
4117 SQ FT
0.09 ACRES
4113 SQ FT
0.09 ACRES
5006 SQ FT
0.11 ACRES
3588 SQ FT
0.08 ACRES
3899 SQ FT
0.09 ACRES
3499 SQ FT
0.08 ACRES
3900 SQ FT
0.09 ACRES
5504 SQ FT
0.13 ACRES
3717 SQ FT
0.09 ACRES
4851 SQ FT
0.11 ACRES
3804 SQ FT
0.09 ACRES
2820 SQ FT
0.06 ACRES
3497 SQ FT
0.08 ACRES
3441 SQ FT
0.08 ACRES
4226 SQ FT
0.10 ACRES
3886 SQ FT
0.09 ACRES
3089 SQ FT
0.07 ACRES
2820 SQ FT
0.06 ACRES
2979 SQ FT
0.07 ACRES
4551 SQ FT
0.10 ACRES
4353 SQ FT
0.10 ACRES
7691 SQ FT
0.18 ACRES
3914 SQ FT
0.09 ACRES
4681 SQ FT
0.11 ACRES
4332 SQ FT
0.10 ACRES
3651 SQ FT
0.08 ACRES
5377 SQ FT
0.12 ACRES
3759 SQ FT
0.09 ACRES
4032 SQ FT
0.09 ACRES
3309 SQ FT
0.08 ACRES
LOT 9A
LOT 8C
LOT 9B
LOT 7C
LOT 8D
LOT 9D
LOT 7D
LOT 8B
LOT 6B
LOT 7B
LOT 6A
LOT 7A
LOT 6D
LOT 6C
LOT 9C
LOT 8A
2820 SQ FT
0.06 ACRES
LOT 3C
LOT 3B
2820 SQ FT
0.06 ACRES
OS-1 950 S
Q
F
T
OS-2 1234
S
Q
F
T
LOT 3D
LOT 5A
LOT 1A
LOT 1B
LOT 1C
LOT 2A
LOT 4C
LOT 4B
LOT 4A
LOT 4D
LOT 5B
LOT 5C
LOT 5D
LOT 2B
LOT 3A
LOT 1D
LOT 2A
LOT 1B
LOT 1C
LOT 2B
LOT 2C
LOT 1A
2879 SQ FT
0.07 ACRES
2824 SQ FT
0.06 ACRES
CA 1
12679 SQ FT
0.29 ACRES
TSC
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.=92
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'Δ=35°55'06"
,
R=150
.00L=94.03
'N2° 29' 17"E187.08'N78° 41' 32
"
E
226.01'
S49° 3
9'
35"
W
358.
0
6'
L1
L2
L3
L4
L5
L6
L7 L8C1C2L9L10L11L12
C3C4C5C6C7C8C9C10C11C12C13C14
C15
C16
C17
C1
8
L13
L
1
4
L
1
5
L
1
6
L
1
7C1
9
L
18
L
19L20L2
1
L22 C20L2
3C21C22C23C24C25L24L25L26L27L28
L29
L30
L31
L32
L33
L34
L35
L36
L37L38L39
L40
L41
L42
L43
L44
L45
L46
L47L48L49C26C27C28C29C30C31L50
L51
L52
L5
3
L54
L5
5
C3
2
L
5
6
L
5
7
L
5
8
L
5
9
L60
L
6
1
L
6
2
L
6
3
L
6
4C3
3
L
65L6
6L67
L68L6
9
L70L7
1L72C34C35L73L74L75L76 L77
L78
L79
L80
L81
L82
L83
L84
L85
L86
L87 L88L89L90
L91
L92
L93
L94
L95
L96
L97 L98
L99 L100
L101 L102
C
3
6
L103L104L105L106L107
L108
L1
0
9
L
1
1
0
L
1
1
1
L
1
1
2
L
1
1
3
L
1
1
4
L
1
1
5
SEGMENT TABLE
LINE #
L1
L2
L3
L4
L5
L6
L7
L8
L9
L10
L11
L12
L13
L14
L15
L16
L17
L18
L19
L20
L21
L22
L23
L24
L25
L26
L27
L28
L29
BEARING
S78°41'32"W
S78°41'32"W
S78°41'32"W
S78°41'32"W
S52°39'56"W
S81°13'23"W
S81°13'23"W
S0°00'14"W
N7°22'36"W
N7°22'36"W
N7°22'36"W
N78°41'32"E
N49°39'38"E
S42°38'51"E
S42°38'51"E
N42°38'51"W
N42°38'51"W
S33°25'48"E
S33°25'48"E
N33°25'48"W
N33°25'48"W
N33°25'48"W
S33°25'48"E
S3°34'30"E
S3°34'30"E
S3°34'30"E
N3°34'30"W
S73°51'49"W
S73°51'49"W
LENGTH
57.90'
34.08'
34.08'
122.99'
11.57'
23.99'
54.65'
17.15'
104.31'
119.19'
123.21'
87.78'
93.49'
51.80'
30.23'
30.23'
39.16'
20.13'
30.06'
30.06'
34.35'
10.63'
35.89'
16.11'
30.74'
30.74'
51.62'
98.01'
105.09'
SEGMENT TABLE
LINE #
L30
L31
L32
L33
L34
L35
L36
L37
L38
L39
L40
L41
L42
L43
L44
L45
L46
L47
L48
L49
L50
L51
L52
L53
L54
L55
L56
L57
L58
BEARING
S73°51'49"W
S73°51'49"W
S66°48'52"W
S66°48'52"W
S66°48'52"W
N60°49'47"E
S60°51'24"W
S38°33'40"W
N38°34'25"E
N60°18'46"E
S60°18'46"W
S60°18'46"W
N55°54'42"E
N54°21'13"E
S54°21'13"W
S54°21'13"W
S78°41'32"W
N3°34'39"W
S3°34'39"E
N3°34'39"W
N33°25'48"W
N33°25'48"W
S33°25'48"E
N33°25'48"W
S33°25'48"E
N33°25'48"W
N42°38'48"W
N42°38'51"W
N42°38'51"W
LENGTH
112.86'
122.14'
129.15'
130.38'
129.20'
106.18'
103.38'
19.46'
17.80'
117.74'
115.53'
114.01'
111.19'
105.04'
101.01'
97.69'
85.63'
66.65'
30.15'
30.15'
11.00'
34.64'
10.63'
44.85'
30.00'
30.00'
41.57'
30.00'
30.00'
SEGMENT TABLE
LINE #
L59
L60
L61
L62
L63
L64
L65
L66
L67
L68
L69
L70
L71
L72
L73
L74
L75
L76
L77
L78
L79
L80
L81
L82
L83
L84
L85
L86
L87
BEARING
N42°38'51"W
N49°39'38"E
S42°38'48"E
S42°38'48"E
S42°38'48"E
S42°38'48"E
S33°25'49"E
N33°25'49"W
S33°25'49"E
N33°25'49"W
S33°25'49"E
S33°25'49"E
S33°25'49"E
S33°25'49"E
N2°29'17"E
S2°29'17"W
N2°29'17"E
S2°29'17"W
S87°57'16"E
N87°57'22"W
S87°57'16"E
S74°54'26"W
S72°21'37"W
S68°15'32"W
N57°06'38"E
S57°06'38"W
S57°06'38"W
N57°06'38"E
S57°06'38"W
LENGTH
48.20'
94.08'
44.41'
30.00'
30.00'
41.12'
30.00'
30.00'
40.12'
10.00'
40.01'
30.00'
30.00'
44.83'
57.01'
30.00'
30.00'
46.55'
90.21'
93.39'
96.58'
105.50'
109.24'
104.86'
97.83'
94.58'
94.00'
77.94'
79.84'
SEGMENT TABLE
LINE #
L88
L89
L90
L91
L92
L93
L94
L95
L96
L97
L98
L99
L100
L101
L102
L103
L104
L105
L106
L107
L108
L109
L110
L111
L112
L113
L114
L115
BEARING
N38°34'25"E
S38°33'40"W
N57°06'38"E
S57°06'35"W
S57°06'31"W
N47°04'46"E
S47°21'09"W
S47°21'09"W
S47°21'09"W
S49°39'38"W
N49°39'38"E
N49°39'28"E
N49°39'35"E
N49°39'35"E
N49°39'50"E
S43°53'15"W
S43°53'15"W
S43°53'15"W
S43°53'15"W
S56°27'34"W
N56°27'34"E
S51°34'41"E
S42°38'48"E
N40°17'55"W
S40°17'55"E
S40°20'25"E
N40°20'25"W
N40°20'25"W
LENGTH
16.89'
14.89'
94.00'
94.00'
94.00'
94.00'
94.00'
94.00'
94.00'
77.88'
34.00'
40.63'
39.00'
34.00'
49.71'
56.27'
34.17'
39.20'
40.92'
34.24'
60.82'
84.52'
23.02'
113.10'
117.16'
113.04'
109.10'
105.66'
CURVE TABLE
CURVE #
C1
C2
C3
C4
C5
C6
C7
C8
C9
C10
C11
C12
C13
C14
C15
C16
C17
C18
C19
C20
C21
C22
C23
C24
C25
C26
C27
C28
C29
C30
C31
C32
C33
C34
C35
C36
▲ DELTA
6°09'12"
5°25'21"
1°58'36"
1°20'54"
1°20'57"
1°34'33"
1°42'25"
1°38'10"
1°20'54"
1°38'36"
1°49'18"
1°20'54"
1°20'54"
1°29'05"
1°36'43"
1°20'54"
1°20'54"
1°58'06"
9°13'04"
0°27'01"
4°12'22"
6°02'32"
6°02'32"
9°37'15"
3°56'35"
4°45'56"
5°54'38"
5°38'19"
4°16'06"
5°29'08"
3°27'24"
9°22'08"
9°12'59"
17°50'46"
18°04'20"
4°29'44"
RADIUS
1275.00'
1275.00'
1246.38'
1275.00'
1275.00'
1275.00'
1073.29'
1050.74'
1275.00'
1275.00'
1275.00'
1275.00'
1275.00'
1275.00'
1275.00'
1275.00'
1275.00'
1275.00'
135.00'
1275.00'
285.00'
285.00'
285.00'
285.00'
285.00'
315.00'
315.00'
299.47'
335.53'
315.00'
315.00'
165.00'
270.00'
120.00'
120.00'
1277.33'
LENGTH
136.93'
120.67'
43.00'
30.00'
30.02'
35.07'
31.97'
30.00'
30.00'
36.57'
40.54'
30.00'
30.00'
33.04'
35.87'
30.00'
30.00'
43.80'
21.72'
10.02'
20.92'
30.06'
30.06'
47.86'
19.61'
26.20'
32.49'
29.47'
25.00'
30.16'
19.00'
26.98'
43.43'
37.38'
37.85'
100.22'
CHORD BEARING
S3° 04' 22"E
S8° 51' 39"E
S15° 14' 09"E
N16° 52' 34"W
N18° 13' 29"W
N19° 41' 14"W
N21° 15' 40"W
N22° 30' 51"W
N23° 56' 04"W
N25° 25' 48"W
S27° 36' 46"E
S29° 11' 52"E
N30° 32' 46"W
N31° 57' 46"W
S33° 30' 40"E
S34° 59' 28"E
N36° 20' 22"W
N37° 59' 52"W
S38° 02' 19"E
S26° 28' 37"E
S31° 19' 37"E
S26° 12' 09"E
S20° 09' 37"E
S12° 19' 43"E
S5° 32' 48"E
S6° 17' 16"E
N11° 37' 33"W
N17° 15' 26"W
N22° 13' 09"W
N27° 13' 50"W
N31° 42' 06"W
N38° 06' 52"W
S38° 02' 18"E
S24° 30' 26"E
S6° 32' 53"E
S43° 55' 49"E
CHORD LENGTH
136.86'
120.62'
43.00'
30.00'
30.02'
35.07'
31.97'
30.00'
30.00'
36.57'
40.54'
30.00'
30.00'
33.04'
35.87'
30.00'
30.00'
43.80'
21.69'
10.02'
20.92'
30.04'
30.04'
47.80'
19.61'
26.19'
32.48'
29.46'
24.99'
30.15'
19.00'
26.95'
43.38'
37.23'
37.69'
100.20'
ROAD CENTERLINE
EASEMENT LINE
CURB
SEWER MAIN
WATER MAIN
STORMWATER LINE
SEWER SERVICE
WATER SERVICE
FIRE HYDRANT
WATER VALVE
SEWER MANHOLE
STORMWATER INLET
CONTOUR INTERVAL = 1'
LEGEND
8''S 8''S
8''W 8''W
P.O.B.
R.O.W.
US PUBLIC LANDS SURVEY SYSTEM 14
SECTION CORNER FOUND AS DESCRIBED
FOUND TD&H YELLOW PLASTIC CAP 12251 LS
FOUND TD&H RED PLASTIC CAP 12251 LS
FOUND 2" ALUMINUM CAP MARKED "HYALITE
ENGINEERS 14456 LS"
SET 58" X 24" REBAR W/ 2" ALUMINUM CAP
MARKED "HYALITE ENGINEERS 14456LS"
SET 58" X 24" REBAR W/ 2" YELLOW PLASTIC CAP
MARKED "HYALITE ENGINEERS 14456LS"
POINT OF BEGINNING
RIGHT OF WAY
PUBLIC UTILITY EASEMENT
CHORD BEARING
CHORD DISTANCE
OPEN SPACE
COMMON AREA
ST ST
HYD
S P.U.E.
C.B.
C.D.
OS
CA
0'50'100'150'
PRELIMINARY PLAT OF PARK VIEW CROSSING MAJOR SUBDIVISION
BEING LOT 4 OF MINOR SUBDIVISION 400 LOCATED IN NE 1
4 OF SECTION 3, TOWNSHIP 2 SOUTH, RANGE 5 EAST, P.M.M., CITY OF BOZEMAN,
GALLATIN COUNTY, MONTANA
SCALE BARMAJOR SUBDIVISION
CITY OF BOZEMAN,
GALLATIN COUNTY,
MONTANA
BASIS OF BEARING
2 3 0 4 N. 7th A V E S T E L , B O Z E M A N , M T 5 9 7 1 5
P H O N E : ( 4 0 6) 5 8 7 - 2 7 8 1 F A X : ( 4 0 6 ) 5 2 2 - 9 2 2 5
w w w . h y a l i t e e n g . c o m
1/4 SEC T R
3 2S 5E
DRAWN
BV
DATE
09/24/2021
PRELIMINARY PLAT
SCALE
1"=50'
SHEET
2 OF 3
PROJECT NUMBER
193211
Geodetic North @
GPS Position
LAT. 45°41'58.18" NORTH
LONG. 111°05'19.96" WEST
SURVEY NOTES:
1. THIS SURVEY IS CONSIDERED DRAFT UNLESS SIGNED AND STAMPED
BY THE PROFESSIONAL LAND SURVEYOR.
2. ALL 44 LOTS ARE DESIGNATED TOWNHOUSE LOTS.
3. THERE ARE A TOTAL OF 9 QUADPLEX TOWNHOUSE UNITS, 2 TRIPLEX
TOWNHOUSE UNITS, AND 1 DUPLEX TOWNHOUSE UNIT
4. THE PROPERTY IS ZONED R-3, PLEASE SEE THE APPLICABLE ZONING
REGULATIONS FOR BUILDING SETBACK LOCATIONS, PARKING
REQUIREMENTS, ETC.
SUBDIVISION AREAS
Open Space
Residential Lots
Road Right-Of-Way 2.16 acres
Alley Right-Of-Way 0.43 acres
30.86%
6.14%
0.05 acres
4.07 acres
0.71%
58.14%
Totals 7.00 acres 100 %
Common Area 0.29 acres 4.14 %
WETLAND BOUNDARY
STORMWATER
DRAINAGE EASEMENT
(PER DOC. # )
0'50'100'150'
CONDITIONS OF APPROVAL
BEING LOT 4 OF MINOR SUBDIVISION 400 LOCATED IN NE 1
4 OF SECTION 3, TOWNSHIP 2 SOUTH, RANGE 5 EAST, P.M.M., CITY OF BOZEMAN,
GALLATIN COUNTY, MONTANA
SCALE BARMAJOR SUBDIVISION
CITY OF BOZEMAN,
GALLATIN COUNTY,
MONTANA
BASIS OF BEARING
2 3 0 4 N. 7th A V E S T E L , B O Z E M A N , M T 5 9 7 1 5
P H O N E : ( 4 0 6) 5 8 7 - 2 7 8 1 F A X : ( 4 0 6 ) 5 2 2 - 9 2 2 5
w w w . h y a l i t e e n g . c o m
1/4 SEC T R
3 2S 5E
DRAWN
BV
DATE
09/24/2021
PRELIMINARY PLAT
SCALE
1"=50'
SHEET
3 OF 3
PROJECT NUMBER
193211
Geodetic North @
GPS Position
LAT. 45°41'58.18" NORTH
LONG. 111°05'19.96" WEST
PARK VIEW CROSSING MAJOR SUBDIVISION
CONDITIONS OF APPROVAL:
1. Private utilities shall be located in alleys where applicable.
2. All lots are subject to a 10'-wide public utility easement along front lot lines.
3. Lots 3D, 4A, 7D, and 8A shall each have a ten-foot side setback along the side abutting open space Lots OS-1 or OS-2.
4. If a utility easement is greater than the building setback required by Chapter 38, B.M.C, said easement shall apply.
5. Due to the potential of high groundwater tables in the areas of the subdivision, it is not recommended that residential dwellings or other structures with full or partial
basements be constructed without first consulting a professional engineer licensed in the State of Montana and qualified in the certification of residential and
commercial construction.
6. All portions of the subdivision are zoned R-3. Land uses and development standards shall comply with the requirements of the City's zoning regulations (City of
Bozeman Municipal Code).
7. Generally, homes on corner lots shall have the same orientation as homes on lots on the interior of the block.
8. City standard sidewalks shall be constructed on all public street frontages prior to occupancy of any structure on individual lots. Upon the third anniversary of the plat
recordation of the subdivision, any lot owner who has not constructed the required sidewalk shall, without further notice, construct within 30 days, the sidewalk for their
lot(s), regardless of whether other improvements have been made upon the lot.
9. Ownership of Common Open Space areas and trails contained within, and responsibility of maintenance thereof and for city assessments levied on the common
open space lands shall be that of the property owner's association. Maintenance responsibility shall include, in addition to the common open space and trails, all
vegetative ground cover, boulevard trees and irrigation systems in the public right-of-way boulevard strips along the external perimeter development streets and as
adjacent to public parks or other common open space areas. All areas within the subdivision that are designated herein as common open space including trails are for
the use and enjoyment by residents of the development and the general public. the property owner's association shall be responsible for levying annual assessments
to provide for maintenance, repair, and upkeep of all common open space areas and trails. At the same time of recording the final plat of the subdivision, the
subdivider shall transfer ownership of all common open space areas within each phase to the property owner's association created by the subdivider to maintain all
common open space areas within Parkview Crossing Major Subdivision.
OWNER'S CERTIFICATION
I, the undersigned property owner, do hereby certify that the text and/or graphics shown on the Conditions of Approval sheet(s) represent(s) requirements by the governing body for
final plat approval and that all conditions of subdivision application have been satisfied.
I, the undersigned property owner, do hereby certify that the information shown is current as of the date of this certification, and that changes to any land-use restrictions or
encumbrances may be made by amendments to covenants, zoning regulations, easements, or other documents as allowed by law or by local regulations.
I, the undersigned property owner, do hereby certify that I acknowledge that federal, state and local plans, policies, regulations, and/or conditions of subdivision approval may limit
the use of the property, including the location, size, and use as shown on the Conditions of Approval sheet or as otherwise stated. Buyers of property should ensure that they have
obtained and reviewed all sheets of the plat and all documents recorded and filed in conjunction with the plat. Buyers of property are strongly encouraged to contact the local
planning department and become informed of any limitations on the use of the property prior to closing.
Dated this day of , 2021
Its:
Campeche Shores Development LLC
State of )
) ss
County of )
On this day of , 2021, before me, a notary public in and for
said county and state, personally appeared , know to me to be the of Campeche Shores Development LLC
known to me to be the corporation whose name is subscribed to the within instrument.
Signature of notarial officer
Name - typed, stamped, or printed
Title (and Rank)
Residing at
My commission expires:
CERTIFICATE OF TRANSFER OF OWNERSHIP & COMPLETION OF NON-PUBLIC IMPROVEMENTS
The following are hereby granted and donated to the property owner's association noted below for their use and enjoyment: Open Space parcel with trails contained within. Unless
specifically listed in the Certificate of Dedication, the city accepts no responsibility for maintaining the same. Campeche Shores Development LLC, hereby certify that the following
non-public improvements, required to meet the requirements of Chapter 38 of the Bozeman Municipal Code, or as a condition(s) of approved plans and specification prepared in
accordance with the standards of Chapter 38 or other City design standards, or have been financially guaranteed and are covered by the subdivision improvements agreement
accompanying and recorded with this plat.
Installed Improvements:
Financially Guaranteed Improvements:
Dated this day of , 2021
Its:
Campeche Shores Development LLC
The subdivider hereby grants ownership of all non-public infrastructure improvements to the property owners association created by Document #__________________