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HomeMy WebLinkAbout_2.g_PreliminaryPlat_09242021S43° 53' 15"W 170.56'N1/4 CORNER SECTION 3 FOUND AS DESCRIBED ON CORNER DOC. #2176851 VA Q U E R O P A R K W A Y TSC H A C H E L A N E LOT 1 BLOCK 1 0 THE CROSSI N G S 2 A T BAXTER MEAD O W S - PHASE 4G&4 H LOT 2 BLO C K 1 0 THE CROS S I N G S 2 A T BAXTER M E A D O W S - PHASE 4G & 4 H LOT 3 BL O C K 1 0 THE CRO S S I N G S 2 A T BAXTER M E A D O W S - PHASE 4 G & 4 H LOT 4 B L O C K 1 0 THE CR O S S I N G S 2 A T BAXTER M E A D O W S - PHASE 4 G & 4 H LOT 5 B L O C K 1 0 THE CR O S S I N G S 2 A T BAXTE R M E A D O W S - PHASE 4 G & 4 H LOT 6 B L O C K 1 0 THE C R O S S I N G S 2 A T BAXTE R M E A D O W S - PHAS E 4 G & 4 H LOT 7 B L O C K 1 0 THE C R O S SI N G S 2 A T BAXT E R M E A D O W S - PHAS E 4 G & 4 H LOT 8 B L O C K 1 0 THE C R O S SI N G S 2 A T BAXT E R M E A D O W S - PHAS E 4 G & 4 H LOT 9 B L O C K 1 0 THE C R O S SI N G S 2 AT B A X T E R MEAD O W S - PHAS E 4 G & 4 H 30' ALLEY 60' R.O.W. 20'IRR I G A T I O N EA S E M E N T (PE R D O C . #20 8 1 7 9 9 ) 8''W 8''W 8'' W 8''W HYD8''W8''W8''W8' 'W8''W8''W8''W 8 ' 'W 8' 'W 8''W 8'' W 8'' W HYD HYD HYD8''W8''W8''W8''W8''W 8' 'W 8' 'W8''W8''W8''W8''WHYD HYD 8''S8''S8''S8''S8''S8''S8''S 8' ' S 8' 'S 8' ' S 8'' S 8'' S 8'' S8''S8''S8''S8''S8''S8'' S 8' ' S 8'' S S S S S S S S 8''S8''SS S S S S SST STSTSTST ST STSTSTSTSTSTSTBR IG H T DEVE LO PM EN T L LC . 1 9 3 3 N 2 2N D A V E BO Z EM AN , M T 5 9 7 1 8 ZON E D : R - 3 ETHAN M & DANIELLE M ANDERSON3 6 8 6 T S C H A C H E L A N EBOZEMAN, MT 59718ZONED: R-3J AK E AND ERS & M A KEN Z I E LEWEND A L 3 6 7 5 T SCHACH E LA N EBOZEM AN , M T 5 9 7 1 8 ZONED : R - 3 GA R Y E & S H A R O N K G R E E N3656 TSCHACHE LANEBOZEMAN, MT 59718ZONED: R-3MONTANA 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.C.B .=S28 °5 2 '3 8 "EC.D .=758 . 52 'Δ=34°3 6 '3 7 " , R= 1 275 .0 0L=770. 18 ' S56° 2 7' 3 4" W 95.06' 10' P.U.E.VAQUERO PARKWAYSTOKES LANE 47154710470 5 N89° 58' 45"E 153.05' 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 H A C H E L A N E STOKES LA N E 10' SH A R E D U S E PATH ( T Y P . A L O N G VAQU E R O P A R K W A Y ) 5' SIDEWALK (TYP.) S 5 1 ° 3 4 ' 4 1 " E 84 . 5 2 ' N 4 2 ° 3 8 ' 4 8 "W 2 5 2 . 7 8 'N33° 25 ' 4 9 "W339 .9 0 'N2° 29' 17"E268.95'N32° 58' 17"E116.56'N55° 4 6' 2 5" E 52.94' N55° 4 6' 2 5" E 38.11'N20° 48 ' 07 "W48.57 '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 Q U E R O P A R K W A Y TSC H A C H E L A N E LOT 1 BLOCK 1 0 THE CROSSI N G S 2 A T BAXTER MEA D O W S - PHASE 4G&4 H LOT 2 BLO C K 1 0 THE CROS S I N G S 2 A T BAXTER M E A D O W S - PHASE 4G & 4 H LOT 3 BL O C K 1 0 THE CRO S S I N G S 2 A T BAXTER M E A D O W S - PHASE 4 G & 4 H LOT 4 B L O C K 1 0 THE CR O S S I N G S 2 A T BAXTER M E A D O W S - PHASE 4 G & 4 H LOT 5 B L O C K 1 0 THE C R O S S I N G S 2 A T BAXTE R M E A D O W S - PHASE 4 G & 4 H LOT 6 B L O C K 1 0 THE C R O S S I N G S 2 A T BAXTE R M E A D O W S - PHASE 4 G & 4 H LOT 7 B L O C K 1 0 THE C R O S SI N G S 2 A T BAXT E R M E A D O W S - PHAS E 4 G & 4 H LOT 8 B L O C K 1 0 THE C R O S SI N G S 2 A T BAXT E R M E A D O W S - PHAS E 4 G & 4 H LOT 9 B L O C K 1 0 THE C R O S SI N G S 2 AT B A X T E R MEAD O W S - PHAS E 4 G & 4 H 30' ALLEY 60' R.O.W. 20'IRR I G A T I O N EA S E M E N T (PE R D O C . #20 8 1 7 9 9 )BR IG H T D E VE LOPM EN T L L C . 1 9 3 3 N 2 2ND A V E BO Z EM AN , M T 5 9 7 1 8 ZONE D : R - 3 E T H A N M & D A N I E L L E M A N D E R SO N3686 TSCHACHE LANEBOZEMAN, MT 59718ZONED: R-3JA KE A N D ERS & M AK E N Z I E L EWEND A L 3 6 7 5 TSCH A C HE L ANE BO ZEM AN , M T 5 9 7 1 8 ZONED : R - 3 GARY E & SHARON K GREEN3656 TSCHACHE LANEBOZEMAN, MT 59718ZO N E D : R - 3 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 H A C H E L A N E STOKES L A N E N 4 2 ° 3 8 ' 4 8 "W 1 7 4 . 3 5 'C.B . =N 3 8 ° 0 2 ' 1 8 "WC. D . = 4 8 . 2 0 'Δ= 9 ° 1 2 ' 5 9 " , R= 3 0 0 . 0 0 L = 4 8 . 2 6 'N3 3 ° 2 5 ' 49 "W 25 4 . 96 'C.B .=N15°28 '16"WC.D .=92 .50 '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 #__________________