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HomeMy WebLinkAbout009 Appendix H - SRX Preliminary PlatPHASE 5 PHASE 1 PHASE 2 PHASE 2 PHASE 4 PHASE 3 PHASE 1 PHASE 4 R-O-W 1R-O-W 2SOUTH 15TH AVENUE (60')©COPYRIGHT MORRISON-MAIERLE, INC.,2023 PLOTTED DATE: Mar/14/2023 PLOTTED BY: DRAWING NAME: N:\5659\011 -YTI Development\ACAD\Survey\PRELIM PLAT\5659011 PREPLAT PLOT.dwg 1/2 SEC.SECTION TOWNSHIP RANGE PROJ. #:SHEET OF PRINCIPAL MERIDIAN, MONTANA COUNTY, MONTANADATE: SCALE:CLIENT: FIELD WORK: DRAWN BY: CHECKED BY: engineers surveyors planners scientists MorrisonMaierle 2880 Technology Blvd West Bozeman, MT 59718 Phone: 406.587.0721 Fax: 406.922.6702 41 SRX LLC GALLATIN 5659.011 1"=100' 03/2023 JCW JCH MMI 5E 5E 2S 2S 24 24 SW NWPROVIDENCE DRIVE (60')RICHLAND DRIVE (60')SOUTH 19TH AVENUEWEST GRAF STREET (90') BROOKDALE DRIVE (60') ALDER CREEK DRIVE (60') PROJECT AREA W. KAGY AVE.S. 19TH AVE.S. 15TH AVE.GRAF ST.GRAF ST. GOLDENSTEIN LN.S. 3RD AVE.S. 3RD AVE.CANTER AVE (60')SCALE: 1" = 2000' VICINITY MAP EXISTING 20' WIDE DITCH MAINTENANCE EASEMENT PER MINOR SUB. No. 494 EXISTING 10' PUBLIC UTILITY EASEMENT PER MINOR SUB. No. 494 (TO BE RELEASED AND RE-CONVEYED) EXISTING 10' PUBLIC UTILITY EASEMENT PER MINOR SUB. No. 494 EXISTING 20' WIDE DITCH MAINTENANCE EASEMENT PER MINOR SUB. No. 494 OWNER SRX LLC 1735 SOUTH 19TH AVE. SUITE B BOZEMAN, MT 59718-5427 BASIS OF BEARING Bobcat Coordinate System, NAD83(2011) per the "Rocky Mountain Tribal Coordinate Reference System" Handbook and User Guide, Published September 30th, 2014 and subsequent revisions, established by observations with survey-grade GNSS receivers. LEGEND SET A REBAR 5/8" DIA.., WITH AN ORANGE PLASTIC CAP, "MMI 16411LS". FOUND REBAR AS MARKED 1/4 SECTION CORNER PURPOSE TO CREATE 12 MULTIFAMILY LOTS, 8 COMMERCIAL LOTS, 59 TOWNHOME LOTS, 4 PARKS, 9 OPEN SPACE LOTS, 5 STORMWATER LOTS, AND DEDICATION OF PUBLIC RIGHTS-OF-WAY BEING LOT 1 OF BLOCK 2 OF YELLOWSTONE THEOLOGICAL INSTITUTE MINOR SUBDIVISION No. 494, LOCATED IN THE NW1/4 AND SW1/4 OF SECTION 24, TOWNSHIP 2 SOUTH, RANGE 5 EAST, PRINCIPAL MERIDIAN MONTANA, CITY OF BOZEMAN, GALLATIN COUNTY, MONTANA. PRELIMINARY PLAT of SOUTH RANGE CROSSING SUBDIVISION I, ________________, Director of Transportation and Engineering Department, City of Bozeman, Montana, do hereby accept 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 ____________________, 20____. ________________________________________ Director of Transportation and Engineering Department City of Bozeman, Montana South Range Crossing Subdivision, Gallatin County, Montana, is within the City of Bozeman, Montana, a first class municipality, and with the planning area of the Bozeman growth policy which was adopted pursuant to Section 76-1-601 et seq., MCA, and can be provided with adequate storm water drainage and adequate municipal facilities. Therefore under the provisions of Section 76-4-125(1)(d), MCA, this survey is excluded from the requirement for Montana Department of Environmental Quality review. Dated this ________________________ day of _______________________________, 20____. ________________________________ Director of Transportation and Engineering Department City of Bozeman, Montana CERTIFICATE OF EXCLUSION FROM MONTANA DEPARTMENT OF ENVIRONMENTAL QUALITY REVIEW CERTIFICATE OF ACCEPTANCE OF DEDICATIONS SRX LLC By: ________________________________________________________________________________ _____________________, Authorized Representative Dated State of ____________________________________ County of ___________________________________ On this _______ day of __________________, 20____, before me, the undersigned Notary Public for the State of _____________________ personally appeared __________________, known to me to be the Authorized Representative of ___________________ and acknowledged to me that said _____________________ executed the same. Notary Public in and for the State of ___________________ Printed Name _____________________________________ Residing at _______________________________________ My commission expires _____________________________ CERTIFICATE OF DEDICATION CERTIFICATE OF COMPLETION OF PUBLIC IMPROVEMENTS I, __________________ and I, ________________________, a Registered Professional Engineer licensed to practice in the State of Montana, hereby certify that the following improvements, required to meet the requirements of Chapter 38 of the Bozeman Municipal Code or as Conditions of Approval of the Final Plat of The South Range Crossing Subdivision have been installed in conformance with the approved plans and specifications, or financially guaranteed and covered by the improvements agreement accompanying this plat. Installed Improvements: 1.Street Improvements 2.Sewer and Water Improvements 3.Storm Water Improvements 4.Roadway Lighting Improvements Financially Guaranteed Improvements: 1.Landscaping & Irrigation 2.Sidewalks 3.Public Park Improvements The subdivider hereby warrants against defects in these improvements for a period of two years from the date of acceptance by the City of Bozeman. The subdivider grants possession of all public infrastructure improvements to the City of Bozeman and the City hereby accepts possession of all public infrastructure improvements, subject to the above indicated warranty. ____________________________ ____________________________ _______________ Authorized Representative Dated SRX LLC ____________________________ ____________________________ Matt E. Ekstrom, PE Dated MT Reg. No. 10853PE Morrison Maierle, Inc. ___________________________________________________________________ Director of Transportation and Engineering Department City of Bozeman, Montana All streets, alleys, and right-of-way, shown hereon as "DEDICATED", are not easements. The intent of dedication is to convey all the streets, alleys, and right-of-way to the public, upon acceptance by the governing authority, DEDICATION AND EASEMENT NOTE We, the undersigned mortgagees or encumbrancers do hereby join in and consent to the described plat, releasing our respective liens, claims, or encumbrances as to any portion of said lands now being platted into streets, avenues, parcels or other public areas which are dedicated to Gallatin County for the public use and enjoyment. CONSENT OF MORTGAGEE Dated this _________________________ day of _________________________, 20___. ____________________________________________________________________________ Opportunity Bank of Montana By: __________________________ Authorized Signatory STATE OF MONTANA ) :ss COUNTY OF GALLATIN ) This instrument was acknowledged before me on __________________, 20___, the undersigned Notary Public, personally appeared _____________________, known to me to be Authorized Signatory of Opportunity Bank of Montana who signed the foregoing instrument and acknowledged to me that Opportunity Bank of Montana executed the same. IN WITNESS WHEREOF, I have hereunto set my hand and seal the date first above written. ________________________________[signature] Notary Public for the State of Montana ( S E A L ) ________________________________ [printed name] Residing at:________________, ___________ (City) (State) My commission expires:____________, 20___ We, the undersigned property owners, do hereby certify that we have caused to be surveyed, subdivided and platted into lots, blocks, streets, and alleys, and other divisions and dedications, as shown by the plat hereunto included the following described tract of land to wit: Lot 1, Block 2 of Yellowstone Theological Institute Minor Subdivision Number 494, located in the NW1/4 and SW1/4 of Section 24, Township 2 South, Range 5 East, Principal Meridian Montana, City of Bozeman, Gallatin County, Montana, according to the official plat thereof on file and of record in the office of the County Clerk and Recorder of Gallatin County, Montana, more particularly described as follows: The area of the above described parcel of land is 38.407 acres, more or less. The above-described tract of land is to be known and designated as “South Range Crossing Subdivision”, City of Bozeman, Gallatin County, Montana; and the lands included in all streets, avenues, alleys, and parks or public lands shown on said plat are hereby granted and donated to the City of Bozeman for the public use and enjoyment. Unless specifically listed herein, the lands included in all streets, avenues, alleys, and parks or public lands dedicated to the public are accepted for public use, but the City of Bozeman accepts no responsibility for maintaining the same. The owner agrees that the City of Bozeman has no obligation to maintain the lands included in all streets, avenues, alleys, and parks or public lands, hereby dedicated to public use. The lands included in all streets, avenues, alleys, and parks or public lands dedicated to public for which the City of Bozeman accepts responsibility for maintenance are Brookdale Drive, Alder Creek Drive, Canter Avenue, Providence Drive, Richland Drive, and Southbridge Drive. The undersigned hereby grants unto each and every person firm or corporation, whether public or private, providing or offering to provide telephone, electric power, gas, internet, cable television or other similar utility or service, the right to the 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 "Public Utility Easement" to have and to hold forever. I, ________________, Director of Community Development, City of Bozeman, Montana, do hereby certify that the accompanying plat has been duly examined and has found the same to conform to the law and approves it. Dated this __________ day of ____________________, 20___. ________________________________________ Director of Community Development CERTIFICATE OF GOVERNING BODY APPROVING PLAT CERTIFICATE OF COMPLETION OF NON-PUBLIC IMPROVEMENTS I, __________________, hereby certify that the following non-public improvements, required to meet the requirements of Chapter 38 of the Bozeman Municipal Code or as conditions of approval of the Final Plat of The South Range Crossing Subdivision have been installed in conformance with any approved plans and specifications 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: NONE Financially Guaranteed Improvements: NONE I,________________, hereby warrant said improvements against any and all defects for a period of two years from the date of acceptance by _______________________ property owners association. Unless specifically listed in the Certificate of Dedication, the city accepts no responsibility for maintaining the same. The subdivider hereby grants ownership of all non-public infrastructure improvements to the ____________________ property owners association created by document number _______________. _________________ ____________________________ ___________ Authorized Representative Dated SRX LLC ZONING CITY OF BOZEMAN REMU I, Jon C. Wilkinson, Montana Professional Land Surveyor License No. 16411LS, hereby certify that the Final Plat of South Range Crossing Subdivision was conducted by me in August 20____, and platted the same as shown on the accompanying plat and as described in accordance with the provisions of the Montana Subdivision and Platting Act, §76-3-101 through §76-3-625, M.C.A., and the Bozeman Unified Development Ordinance. I further certify that monuments which have not been set by the filing date of this instrument will be set by August 20____, due to public improvements construction pursuant to 24.183.1101(1)(d) A.R.M. Dated this___________day of_________________, 20____. ________________________________________________________ Jon C. Wilkinson, PLS, CFedS MT Reg. #16411LS Morrison-Maierle, Inc. CERTIFICATE OF SURVEYOR I, Eric Semerad, 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 ______________, 20____, and recorded in Book ______ of Plats on page __________, and Document # ____________________, Records of the Clerk and Recorder, Gallatin County, Montana. Dated this __________ day of ____________________, 20____. ________________________________________ Eric Semerad Clerk and Recorder Gallatin County, Montana CERTIFICATE OF CLERK AND RECORDER I, Jennifer Blossom, Treasurer of Gallatin County, Montana, do hereby 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 being divided have been paid. Dated this __________ day of ____________________, 20____. ________________________________________ Jennifer Blossom Treasurer Gallatin County, Montana _________________________________________ Tax ID No. _________________________________________ Tax ID No. CERTIFICATE OF COUNTY TREASURER LOTS = 19.87 ACRES COMMERCIAL LOTS = 3.76 ACRES PARKS = 3.87 ACRES OPEN SPACE = 2.72 ACRES STORMWATER LOTS = 0.47 ACRES PRIMARY RIGHT-OF-WAY = 7.71 ACRES TOTAL = 38.40 ACRES AREA SUMMARY MINO R S U B 235 ALDE R C R E E K SUBD I V I S I O N P H - 5 PB J- 4 7 9 ALLI S O N SUBD I V I S I O N COS 7 9 2 BLACKWOOD GROVES SUBDIVISION PB J-417 LOT A MINO R S U B 2 3 5 A LOT 3 BLOC K 1 MINO R S U B 4 9 4 LOT 1 BLOC K 1 MINO R S U B 4 9 4 LOT 4 BLOC K 1 MINO R S U B 4 9 4 OPEN S P A C E ALDE R C R E E K SUBD I V I S I O N P H- 5 PB J- 4 7 9 LOT 7 BLOC K 1 4 ALDE R C R E E K SUBD I VI S I O N P H- 5 PB J- 4 7 9 LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 O.S. E BLOC K 2 LOT 6 PARK 1 6 BLOC K 3 LOT 3 MINO R S U B 2 3 5 A LOT 1 BLOC K 4 SOUT H B R I D G E SUBD I V I S I O N PHAS E 1 PB J- 5 0 7 LOT 1 BLOC K 5 SOUT H B R I D G E SUBD I V I S I O N PHAS E 1 PB J- 5 0 7 PUBL I C P A R K SOUT H B R I D G E SUBD I V I S I O N PHAS E 1 PB J- 5 0 7 O.S. F BLAC K W O O D G R O V E S SUBD I V I S I O N P H A S E 9 PB. J- 7 1 4 23 24 SECTION LINEMID-SECTION LINE 60'90'FND. BRASS CAP 1.5' DOWN FND. BENT REBAR FND. REBAR 23 24 FOUND BRASS CAP SECTION CORNER FOUND A.C. PER C.C.R.F. 4-484 23 24 2526 23 24 2526 FOUND A.C. ON 5/8 INCH REBAR MARKED MERIDIAN LAND SURVEYING, INC. SOUTHBRIDGE DRIVE (60') MEASURED DIMENSION(M) RECORDED DIMENSION PER MINOR SUBDIVISION No. 494(R) ALUMINUM CAPA.C. CERTIFIED CORNER RECORDATION FORMC.C.R.F. LOT 2LOT 8 LOT 7 LOT 6 LOT 5 LOT 3LOT 1S.W. 1 O.S. 6 LOT 1 O.S. 7 LOT 2 LOT 1 S.W. 5 S.W. 2 LOT 1 O.S. 1 LOT 2 O.S. 5 S.W. 4S.W. 3 LOT 13LOT 14LOT 16LOT 17LOT 18LOT 12 LOT 11 LOT 10 LOT 9 LOT 8 LOT 7 LOT 6LOT 5LOT 4LOT 3LOT 2LOT 1LOT 24 LOT 23 LOT 22 LOT 21 LOT 20 LOT 19 O.S. 8 O.S. 4 R-O-W 1 LOT 31 LOT 32 LOT 33 LOT 34 LOT 35 LOT 26 LOT 27 LOT 28 LOT 29 LOT 30 LOT 21 LOT 22 LOT 23 LOT 24 LOT 25LOT 20 LOT 19 LOT 18 LOT 17 LOT 16 LOT 10 LOT 9 LOT 8 LOT 7 LOT 15 LOT 14 LOT 13 LOT 12 LOT 11LOT 6LOT 5LOT 4LOT 3LOT 2LOT 1LOT 3 LOT 4 LOT 2 PARK 2 LOT 2PARK 3LOT 1 PARK 4 LOT 1 LOT 4 PARK 1LOT 15O.S. 3 EXISTING 10' PUBLIC UTILITY EASEMENT PER MINOR SUB. No. 494 O.S. 4 O.S. 8 O.S. 8 O.S. 9 EXISTING 120' R.O.W. LOT 3O.S. 2BLOCK 1 BLOCK 2 BLOCK 3 BLOCK 4 BLOCK 5 BLOCK 6 BLOCK 7 BLOCK 8 ALLEY NAME KEY TIMBERS WAY TRINITY WAY SWIFTCURRENT WAY HENLEY WAY PERDIGON WAY 2 1 3 4 5 6 7 8 9 10 STEELHEAD DRIVE GRAYHAWK WAY PINEAIRE DRIVE DAWSON DRIVE SPRINGDALE DRIVE EXISTING 30' PUBLIC STREET & UTILITY EASEMENT PER PLAT J-702A EXISTING 30' DEDICATED ROW PER MINOR SUB 294 8W 8W 8W 8W8W8W8W8W8W8W8W8W8W8W 8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W8W8W8W8W8W8W8W8W8W 8W 8W 8W 8W 8W 8W8W8W8W8W8W8W8W8W8W8W8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W8W8W 8W 8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W12W 12W 12W 12W 12W 12W 12W 12W 12W 12W 12W 12W 12W 12W 12W 12W 12W 8W8WDYHDYH DYHDYHDYH DYHDYH DYHD YH8W8W8WB B 8W 8W 8W 8W 8W 8W 8W8W8W8W8W8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W8W8W8W8W8W8W8W8W8W8W8WDYH DYH 8W 8W 8W 8W 8W 8W 8W 8W 8W8W8W8W8W8WWSWSWSWSFIRE FIRE WSWSWSWS WS WSWSFIREWSFIREWSFIREWSFIREWSWS8W8WWSWSWSWSWWSWSWSWSWSWS WS WS WS WSWSWSWSWS WS WSWSWSWSWSWSWSWSWSWSWSWSWSWS WS WS WS WSWSWSWSWSWSWSWSWSWS WSWSWSWSWSWSWSWSWSWSWSWSWS8W8W8W8W8W8W8WWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWS WS WS WS WS WSWS WSWSWS WS WSWSWS WS WS B B B B B B B B B B WSWSWSWSWSWSWSWS WS WS B WSWS WSWS B WSWS WSWS B WSWS WS 8W 8W 8W 8W WSWSWS WS WSB WSWS WS WS WS WS DYHSDSDSDSDSDSDSDSDSDSDSD SD DSD SDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSD SDSD SD SD SD SD D >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>SDD SD SDSDSDSDSDSDD D SD D D D SD SD SD SD SD SD SD SD SD SD SD SD SD SD SDSDSDSDSDSDD D D D D D D SD SD SD SD SD SD SDSD D SDSDSD D D D D D SDSD D 8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S 8S8S8S8S8S8S8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S8S8S8S8S8S8S8S8S8S8S8SS S S S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S8S8S8SSS S S SS8S8S8S8S8S8S8S8S8S8S8S S S S S 8S8S8SS S S 8S8S8S8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S8SS S S S SS S S S S S S S S S S S S 8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S 8S 8S 8SS S S S S S 8S 8S 8S 8S 8S 8S 8S8S8S8S8S8S8S8S8S8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S8S8S8S8S8S8S8S8S8S8S8S8S8SS 8SS S 8S 8S 8SS S 8SS SSSSSS8S8S8S8S8S8SS S8S8S8S8S 8S8SS S SSSSSSS SS SS SSSSSSSSSSSSSSSSSSSSSSSSSS SSSSSS SS SSSSSSSSSS SSSSSSSSSSSSSSSS SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS SSSSSS SS SSSSSSSSSSSSSSSSSSSS SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS SS SS SS SSSSSSSSSSSSSSSSSSSS SS SS SS SS SS SSSS SS SS SSSSSS SSSSSSSSSS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SSSS SS SSSSSSSSSS SSSSSS SSSSSSSS SS SS SS SS SS WV WV DYH WV WV WV 35.39'72.83' 31.80'22.00'72.72'22.00'72.62'22.00'N89°30'00"E 72.51'31.91'33.57'S89°30'00"W 79.35'22.00'79.35'22.00'79.35'22.00'79.35'33.55'PARK 4 1.39 acs.R=180.00'L=104.44'Δ=33°14'43"S33°14'43"W92.07'R=160.00'L=94.23'Δ=33°44'43"S0°00'00"E784.28'LOT 6 0.23 acs. LOT 5 0.26 acs. LOT 3 0.36 acs. N90°00'00"E 90.70'63.00'N90°00'00"E 157.72' N90°00'00"W 172.52'N0°00'00"E73.00'N90°00'00"W 90.70'64.12'5.43'S43°54'47"W 67.87'N0°00'00"E 127.12'333.91'L=87.04'58.54'N90°00'00"W 130.36'L=111.90'74.24'131.15'728.45'62.01'465.11'33.53'LOT 1 0.46 acs.101.19'199.71'42.00'101.19'LOT 2 1.12 acs. LOT 1 2.01 acs.69.06'S0°30'00"E128.50'131.84'S0°30'00"E127.81'380.21' L=3.91' LOT 3 0.95 acs. LOT 4 2.22 acs.LOT 2 1.79 acs. PARK 2 0.34 acs. LOT 2 1.10 acs. PARK 3 0.19 acs.LOT 1 1.09 acs. LOT 1 1.94 acs. LOT 4 0.20 acs. PARK 1 1.95 acs.208.11'N90°00'00"W 223.21' N90°00'00"E 183.15'S0°30'00"E185.60'N90°00'00"W 226.71'427.50'255.04'299.65'299.65'232.27'74.24'L=76.57'49.00'43.07'L=100.30'L=21.55'289.22'56.49'17.44'BLOCK 1 BLOCK 2 BLOCK 4 BLOCK 6 BLOCK 8 88.78'S88°58'29"W 1260.07' (M) N89°44'49"W 1300.07' (R)S0°17'01"E 1382.00' (M)S00°59'23"W 1330.03' (R)N89°05'06"E 358.48' (M) S89°38'12"E 358.48' (R) S46°05'07"E 75.80' (M) S44°48'25E 75.80' (R)N89°05'03"E 101.88' (M) S89°38'15"E 101.88' (R) N43°01'18"E 74.21' (M) N44°18'00"E 74.21' (R) N90°00'00"E 309.42' N89°30'00"E 161.15' N89°30'00"E 591.65' N89°30'00"E 246.72'S0°00'00"E318.92'S0°00'00"E420.41'S0°30'00"E104.24'S0°30'00"E162.12'N90°00'00"E 486.42' N90°00'00"E 242.84'30.00'30.00'30.00'30.00'30.00'30.00' 30.00'30.00' 30.00'30.00'70.01'S0°00'00"E 94.00'N90°00'00"E 133.79'N90°00'00"E 212.00'30.00'50.09'270.69'218.25'N0°00'00"E 198.11'S0°00'00"E 198.11'30.00'30.00'30.00'N0°00'00"E 198.11'S0°00'00"E 521.60'S0°17'01"E (R)52.07' (R)N0°00'00"E 296.89'216.57'371.50'N90°00'00"E 215.10'427.51'141.00'S0°00'00"E56.00'N90°00'00"E 72.26' 72.36'79.35'69.07'364.03'124.43'379.75'64.03'30.00'30.00'30.00'30.00'20.00'225.55'3 1 . 5 9 ' 9.92' 187.78' 4 4 . 2 1 'N7°24'05"W46.19'R =3 4 7 .11'(M ) R =3 4 5 .0 0 '(R ) L =15 7 .5 1'(M ) L =15 7 .5 3 '(R ) Δ =2 5 °5 9 '5 5 "(M ) C B =N 7 6 °0 0 '1 7 "E (M ) C H =15 6 .16 '(M ) R =2 5 3 .0 1'(M ) R =2 5 5 .0 0 '(R ) L =11 9 .9 1'(M) L =119 .8 8 '(R ) Δ =2 7 °0 9 '17 "(M ) C B =N 7 6 °2 3 '3 8 "E (M) C H =11 8 .7 9 '(M) 40.96'41.75'61.00'157.72'127.12'90.70'L1L232.84'22.00'22.00'22.00'33.55'79.35'20.00'364.02'64.03'227.44'S90°00'00"W 215.44' N90°00'00"W 199.71' BLOCK 5 N0°00'00"E 385.75'427.50'PHASE 5 PHASE 1 PHASE 2 PHASE 2 PHASE 3 PHASE 1 STORM LOT 2 0.06 acs.35.55'71.43' STORM LOT 5 0.09 acs.56.01'71.99' LOT 1 1.07 acs. LOT 3 1.95 acs. LOT 2 1.20 acs.O.S. 20.11 acs.O.S. 1 1.13 acs. 133.79'94.00'6.99'198.11'164.00'193.81'20.73'28.49'47.64'9.26'3.25'164.00'198.11'50.68'94.00'212.00'94.00'2.68'198.11'L=41.04'221.51'318.00'71.25'35.55'164.99'198.11'25.00'57.73'109.69'25.00' O.S. 3 0.17 acs.R-O-W 20.06 acs.LOT 26 2616 Sq.Ft. LOT 27 1601 Sq.Ft. LOT 28 1599 Sq.Ft. LOT 29 1596 Sq.Ft. LOT 30 2335 Sq.Ft. LOT 31 2662 Sq.Ft. LOT 32 1746 Sq.Ft. LOT 33 1746 Sq.Ft. LOT 34 1746 Sq.Ft. LOT 35 2635 Sq.Ft. O.S. 6 0.24 acs. O.S. 7 0.22 acs.N0°30'00"WN90°00'00"E N0°00'00"WN0°00'00"E208.11'208.11'10 4 1 3 2 LINE DATA SEGMENT L1 L2 L8 LENGTH 28.91 20.62 19.77 DIRECTION N0° 00' 00"E N14° 02' 10"W S56° 41' 30"W CURVE DATA SEGMENT C1 C2 C4 C7 LENGTH 25.44 22.71 30.34 25.24 RADIUS 62.50 40.00 60.00 62.50 DELTA 23.32 32.53 28.97 23.14 ALDE R C R E E K SUBD I V I S I O N P H- 5 PB J- 4 7 9 PRELIMINARY PLAT of SOUTH RANGE CROSSING SUBDIVISION ©COPYRIGHT MORRISON-MAIERLE, INC.,2023 PLOTTED DATE: Mar/14/2023 PLOTTED BY: DRAWING NAME: N:\5659\011 -YTI Development\ACAD\Survey\PRELIM PLAT\5659011 PREPLAT PLOT.dwg 1/4 SEC.SECTION TOWNSHIP RANGE PROJ. #:SHEET OF PRINCIPAL MERIDIAN, MONTANA COUNTY, MONTANADATE: SCALE:CLIENT: FIELD WORK: DRAWN BY: CHECKED BY: engineers surveyors planners scientists MorrisonMaierle 2880 Technology Blvd West Bozeman, MT 59718 Phone: 406.587.0721 Fax: 406.922.6702 42 SRX LLC GALLATIN 5659.011 1"=50' 03/2023 JCW JCH MMI 5E 5E 2S 2S 24 24 SW NW BASIS OF BEARING Bobcat Coordinate System, NAD83(2011) per the "Rocky Mountain Tribal Coordinate Reference System" Handbook and User Guide, Published September 30th, 2014 and subsequent revisions, established by observations with survey-grade GNSS receivers.SOUTH 15TH AVENUE (60')PROVIDENCE DRIVE (60')WEST GRAF STREET (90') BROOKDALE DRIVE (60') ALDER CREEK DRIVE (60')CANTER AVE (60')ALLI S O N SUBD I V I S I O N COS 7 9 2 BLACKWOOD GROVES SUBDIVISION PB J-417 LOT 3 BLOC K 1 MINO R S U B 4 9 4 LOT 1 BLOC K 1 MINO R S U B 4 9 4 LOT 4 BLOC K 1 MINO R S U B 4 9 4 OPEN S P A C E ALDE R C R E E K SUBD I V I S I O N P H - 5 PB J - 4 7 9 LOT 7 BLOC K 1 4 ALDE R C R E E K SUBD I V I S I O N P H - 5 PB J- 4 7 9 LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 O.S. E BLOC K 2 LOT 6 PARK 1 6 BLOC K 3 LEGEND SET A REBAR 5/8" DIA.., WITH AN ORANGE PLASTIC CAP, "MMI 16411LS". FOUND REBAR AS MARKED MID-SECTION CORNER23 24 FOUND BRASS CAP SECTION CORNER FOUND A.C. PER C.C.R.F. 4-484 23 24 2526 FOUND A.C. ON 5/8 INCH REBAR MARKED MERIDIAN LAND SURVEYING, INC. MEASURED DIMENSION(M) RECORDED DIMENSION PER MINOR SUBDIVISION No. 494(R) ALUMINUM CAPA.C. CERTIFIED CORNER RECORDATION FORMC.C.R.F. A A A A A A A A A A A A EASEMENT LEGEND PROPOSED 30' PUBLIC ACCESS & UTILITY EASEMENT PROPOSED 10' PUBLIC UTILITY EASEMENT A B B B B B B B B B B B B B B B B B B B B B B B B B BB B B B B BB B B EXISTING 10' PUBLIC UTILITY EASEMENT PER MINOR SUB. No. 494 EXISTING 20' WIDE DITCH MAINTENANCE EASEMENT PER MINOR SUB. No. 494 B B A A A C PROPOSED 30' STORM DRAINAGE EASEMENTC A MID-SECTION LINE FND. BRASS CAP 1.5' DOWN BOLLARD FIRE HYDRANT WATER VALVE SANITARY SEWER MH STORM DRAIN MH STORM DRAIN INLET DYH WV LIGHT POLE POWER POLE WATER WELL LEGEND EDGE OF ASPHALT FLOWLINE OF CURB TOP BACK OF CURB SIDEWALK WATER MAIN W/ SIZE8W SEWER MAIN W/ SIZE8S 1' CONTOUR - MAJOR 1' CONTOUR - MINOR BUILDING SIGN EXISTING FEATURES 8S 8S S SANITARY SEWER MH SEWER MAIN W/ SIZE 6W 6W SANITARY SEWER MH SEWER MAIN W/ SIZEDYH DETENTION POND >>>>>>>STORM WATER FLOW EDGE OF ASPHALT FLOWLINE OF CURB CULVERT SIDEWALK PROPOSED FEATURES TOP BACK OF CURB EXISTING 10' PUBLIC UTILITY EASEMENT PER MINOR SUB. No. 494 C ALLEY NAME KEY TIMBERS WAY TRINITY WAY SWIFTCURRENT WAY HENLEY WAY PERDIGON WAY 2 1 3 4 5 6 7 8 9 10 STEELHEAD DRIVE GRAYHAWK WAY PINEAIRE DRIVE DAWSON DRIVE SPRINGDALE DRIVE KEY NOTES STORMWATER MAINTENANCE EASEMENT OVER CROSS-HATCHED PORTION OF OPEN SPACE PARCEL AS SHOWN 1 1 1 1 BEING LOT 1 OF BLOCK 2 OF YELLOWSTONE THEOLOGICAL INSTITUTE MINOR SUBDIVISION No. 494, LOCATED IN THE NW1/4 AND SW1/4 OF SECTION 24, TOWNSHIP 2 SOUTH, RANGE 5 EAST, PRINCIPAL MERIDIAN MONTANA, CITY OF BOZEMAN, GALLATIN COUNTY, MONTANA. EXISTING 30' PUBLIC STREET & UTILITY EASEMENT PER PLAT J-702A EXISTING 30' DEDICATED ROW PER MINOR SUB. No. 294 B 8W 8W 8W 8W8W8W8W8W8W8W8W8W8W8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W 8W8W8W8W8W8W8W8W 8W 8W 8W8W8W8W8W8W8W8W8W8W8W8W 8W 8W 8W 8W 8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W12W 12W 12W 12W 12W 12W 12W 12W 12W 12W 12W 12W 12W 8W8WDYHDYHDYH DYHD YHDYH DYHDYHDYH 8W 8W 8W 8W 8W 8W 8W 8W 8W8W8W8W 8W 8W B B B 8W 8W 8W 8W 8W 8W 8W8W8W8W8W8W 8W 8W 8W 8W 8W 8W 8W DYH 8W 8W 8W 8W DYH 8W8WWSWSWSWSFIRE FIREWSFIREWSFIREWSFIREFIREWSFIRE WS WS WSFIREWS WS WS WS WS WSWSWSWSWSWSWSWSWSWSWSWSWSWS WS WS WS WSWSWSWSWS WS WSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWS WS WSWSWS WS WS B B B B B B WSWSWSWSWSWS WS WS B WSWS WSWSWSWS WS WS WS WS WS WS WS WS B B SD D SD DSDSD SDSD >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>SDD SD SDSDSDSDSDSDD D SD D D SD SD D SDD SDSDSDSDSDSDSDSDSDSDSDSDSDSDD D D SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SDD SDSDSDSDSDSDD D D D SD SD SD SD SD SDSD D D D 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8SS S S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S8S8S8SSS SS S S S 8S8S8S8S8S8S8S8S 8S 8S 8S 8S 8S 8S8S8S8S8S8S8S8S8S8S 8S8S8S8S8S8S 8S 8S 8S 8S 8S8S8S8S8S8S8S8S8S8SS SS S S S S S 8S8S8SS S SS SS S 8S8S8S8S 8S 8S 8S8SS S S S S S S S S S S 8S 8S 8S 8S 8S 8S 8S8S8S8S8S8S8S8S 8S 8S 8S 8S 8S 8S8S8S8SS 8SS S 8S 8S 8SS SSSSSSSSSSSSSSSSSSSSSSSSSSS SS SS SS SS SSSSSSSSSSSSSS SS SS SS SS SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS SS SSSSSSSSSS SSSSSSSSSSSSSSSS SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS SS SS SS SSSSSSSS SS SSSS SS SS SSSSSS SSSS SS SS SS SS SS SS SS SS SS SS SS SS SS SS 78.59'35.00'73.53' 78.00' 53.00' 78.00'22.00'78.00'22.00'19.76'19.80'22.00'78.62'22.00'22.00'78.65'22.00'22.00'78.69'22.00'32.00'N89°13'25"E 78.74'32.00'32.00'78.28'32.00'S89°13'25"W 78.55'22.00'78.10'22.00'22.00'77.92'22.00'22.00'N89°13'25"E 77.73'22.00'31.99'32.32'31.95'32.27'S89°13'25"W 74.00'22.00'22.00'74.00'22.00'22.00'74.00'22.00'22.00'74.00'44.29'29.94'35.39'72.83'29.71'31.80'22.00'72.72'22.00'22.00'72.62'22.00'22.00'N89°30'00"E 72.51'22.00'31.91'32.57'33.57'S89°30'00"W 79.35'22.00'79.35'22.00'79.35'22.00'79.35'33.55'77.00'35.10'77.00'34.98'77.00'22.00' 22.00' 31.21' 31.21'77.00'31.19' 31.19'77.00'22.00' 22.00' 35.00' 35.00' C2 C4 PARK 4 1.39 acs. N89°13'25"E 230.27'R=180.00'L=104.44'Δ=33°14'43"S33°14'43"W92.07'R=160.00'L=94.23'Δ=33°44'43"LOT 2 1.68 acs. LOT 8 0.55 acs. LOT 7 0.29 acs.LOT 6 0.23 acs. LOT 5 0.26 acs. LOT 3 0.36 acs.LOT 1 0.19 acs. N90°00'00"E 90.70'63.00'N90°00'00"E 157.72'N0°00'00"E64.12'S0°00'00"E64.12'80.15'S0°02'34"E197.00'65.49'S0°00'00"E75.57'N0°00'00"E76.56'N90°00'00"W 172.52'N0°00'00"E73.00'N90°00'00"W 90.70' 119.50'64.12'5.43'S43°54'47"W 67.87'S0°41'17"E73.82'N90°00'00"E 121.72' 108.96'N0°00'00"E 127.12'333.91'L=87.04'58.54'N90°00'00"W 130.36'L=111.90'74.24'131.15'728.45'62.01'465.11'33.53'LOT 1 0.46 acs.101.19'199.71'42.00'101.19'S0°30'00"E128.50'131.84'R=3 2.50'L=5 0.89'Δ=8 9 °43'25" L=3.91' LOT 3 0.95 acs. LOT 2 1.79 acs. LOT 1 1.09 acs. LOT 1 1.94 acs. LOT 4 0.20 acs. L8 41.39'79.39'8.89'85.66'22.00' 22.00'85.36'27.64' 27.65'84.99'27.64' 27.65'84.61'22.00' 22.00'84.32'35.00' 35.00'35.00'77.84'35.00'77.79' 78.00'35.00'78.00'22.00'78.00'27.00'78.00'27.00'22.00'78.00'22.00'30.00'35.00'78.00'35.00'78.00'30.00'78.00'30.00'78.00'30.00' 22.00'78.00'22.00' 37.23'78.00'37.11'35.00'N89°13'25"E 78.05'35.00'77.99'22.00'22.00'77.96'27.00'27.00'77.92'27.00'27.00'77.87'22.00'22.00'30.00'22.00' 22.00'15.00'N90°00'00"W 223.21' N90°00'00"E 183.15'S0°30'00"E185.60'299.65'232.27'74.24'L=76.57'49.00'43.07'L=100.30'L=21.55'289.22'56.49'17.44'BLOCK 1 BLOCK 3 BLOCK 4 BLOCK 7 BLOCK 8 S88°58'29"W 1260.07' (M) N89°44'49"W 1300.07' (R) N89°05'06"E 437.90' (M) S89°38'12"E 437.91' (R) N89°05'06"E 358.48' (M) S89°38'12"E 358.48' (R) S46°05'07"E 75.80' (M) S44°48'25E 75.80' (R)N89°05'03"E 101.88' (M) S89°38'15"E 101.88' (R) N43°01'18"E 74.21' (M) N44°18'00"E 74.21' (R)N0°41'17"W 1170.06' (M)N00°35'25"E 1170.16' (R)N1°13'47"W 152.85' (M)N00°02'55"E 152.85' (R)N0°46'35"W499.44'S0°46'35"E259.42'N90°00'00"E 229.52' N90°00'00"E 309.42' N89°30'00"E 161.15' N89°30'00"E 591.65'S0°00'00"E318.92'S0°00'00"E420.41'S0°30'00"E104.24'S0°30'00"E162.12'N90°00'00"E 486.42' 30.00'30.00'30.00'30.00' 30.00'30.00' 88.00'153.61'145.09'87.51' N89°13'25"E N0°41'17"W 230.00'N1°15'21"W 130.33'N0°41'17"W 78.00'N0°41'17"W 168.00'N0°41'17"W 86.22'75.66'88.00' 88.00'71.29' N90°00'00"E 133.79'30.00'50.09'270.69'N0°00'00"E 198.11'30.00'S0°00'00"E 521.60'77.46'74.00'72.36'79.35'364.03'30.00'30.00' 20.00'25.00'20.00' 62.01'197.01'64.13'3 1 . 5 9 ' 9.92' 187.78' 4 4 . 2 1 ' 109.86' 24.00' 24.47'N7°24'05"W46.19'40.96'41.75'30.00'41.89'30.00'30.00'61.00'62.00'198.88'157.72'127.12'90.70'L1L277.00'83.84'35.00'22.00'27.00'27.00'35.00'20.00'78.00'44.80'22.00'22.00'3.15'32.84'22.00'22.00'22.00'33.55'79.35'C7C120.00'20.00'364.02' N90°00'00"W 199.71' BLOCK 5 N0°00'00"E 385.75'427.50'PHASE 5 PHASE 1 PHASE 2 PHASE 4430.66'PHASE 3 PHASE 1 PHASE 4 STORM LOT 1 0.13 acs. 78.25'72.57'78.26'25.00'70.00'45.00'50.00'78.00' 33.00'N78°03'51"E 20.00'LOT 1 1.07 acs.LOT 51858 Sq.Ft.LOT 62943 Sq.Ft.O.S. 1 1.13 acs. 133.79'94.00'6.99'198.11'164.00'193.81'20.73'28.49'47.64'9.26'3.25'50.68'94.00'109.69'R-O-W 10.26 acs.R-O-W 1 0.26 acs.R-O-W 20.06 acs.LOT 13441 Sq.Ft.LOT 24 2723 Sq.Ft. LOT 23 1713 Sq.Ft. LOT 22 2103 Sq.Ft. LOT 21 2104 Sq.Ft. LOT 20 1715 Sq.Ft. LOT 19 2731 Sq.Ft. LOT 11 1716 Sq.Ft. LOT 10 2106 Sq.Ft. LOT 9 2106 Sq.Ft. LOT 8 1716 Sq.Ft. LOT 7 2730 Sq.Ft. LOT 12 2729 Sq.Ft.LOT 182899 Sq.Ft.LOT 171716 Sq.Ft.LOT 162340 Sq.Ft.LOT 152340 Sq.Ft.LOT 141716 Sq.Ft.LOT 132730 Sq.Ft.O.S. 5 0.03 acs. O.S. 4 0.28 acs. STORM LOT 4 0.09 acs.LOT 32402 Sq.Ft.LOT 21694 Sq.Ft.LOT 12695 Sq.Ft.LOT 12 1729 Sq.Ft. LOT 13 1730 Sq.Ft. LOT 14 1731 Sq.Ft. LOT 17 1720 Sq.Ft. LOT 18 1716 Sq.Ft. LOT 19 1712 Sq.Ft. LOT 11 2744 Sq.Ft. LOT 15 2519 Sq.Ft. LOT 16 2509 Sq.Ft. LOT 7 3361 Sq.Ft. LOT 8 1716 Sq.Ft. LOT 10 3252 Sq.Ft. LOT 9 1716 Sq.Ft. LOT 22 1628 Sq.Ft. LOT 23 1628 Sq.Ft. LOT 24 1628 Sq.Ft. LOT 21 2744 Sq.Ft.O.S. 90.09 acs.L=39.2 7 '53.00'L=7.85'56.29'20.00'53.00'L=3 9.27'L=7.85'60.66'L=39.2 7 'L=7.85'L=39.27'19.94' L=23.56'21.78'19.80'30.00'19.76' N89°13'25"E 77.50'77.00'LOT 26 2616 Sq.Ft. LOT 27 1601 Sq.Ft. LOT 28 1599 Sq.Ft. LOT 29 1596 Sq.Ft. LOT 30 2335 Sq.Ft. LOT 31 2662 Sq.Ft. LOT 32 1746 Sq.Ft. LOT 33 1746 Sq.Ft. LOT 34 1746 Sq.Ft. LOT 35 2635 Sq.Ft.LOT 21881 Sq.Ft.LOT 32355 Sq.Ft.LOT 42344 Sq.Ft.O.S. 8 0.45 acs. O.S. 6 0.24 acs. STORM LOT 3 0.10 acs.LOT 62698 Sq.Ft.LOT 51694 Sq.Ft.LOT 42403 Sq.Ft.LOT 20 2495 Sq.Ft. LOT 25 2376 Sq.Ft. N89°13'25"E N89°13'25"E N0°46'35"WN89°13'25"E N89°13'25"EN0°46'35"WN89°13'25"E N0°30'00"WN0°00'00"W208.11'258.00'N89°13'25"E20.00'20.00'20.00'10.10' 10.13' 200.32'40.46'8 9 10 7 6 5 4 9 LINE DATA SEGMENT L1 L2 L8 LENGTH 28.91 20.62 19.77 DIRECTION N0° 00' 00"E N14° 02' 10"W S56° 41' 30"W CURVE DATA SEGMENT C1 C2 C4 C7 LENGTH 25.44 22.71 30.34 25.24 RADIUS 62.50 40.00 60.00 62.50 DELTA 23.32 32.53 28.97 23.14 PRELIMINARY PLAT of SOUTH RANGE CROSSING SUBDIVISION BOLLARD FIRE HYDRANT WATER VALVE SANITARY SEWER MH STORM DRAIN MH STORM DRAIN INLET DYHWV LIGHT POLE POWER POLE WATER WELL LEGEND EDGE OF ASPHALT FLOWLINE OF CURB TOP BACK OF CURB SIDEWALK WATER MAIN W/ SIZE8W SEWER MAIN W/ SIZE8S 1' CONTOUR - MAJOR 1' CONTOUR - MINOR BUILDING SIGN EXISTING FEATURES 8S 8S S SANITARY SEWER MH SEWER MAIN W/ SIZE 6W 6W SANITARY SEWER MH SEWER MAIN W/ SIZE DYH DETENTION POND >>>>>>>STORM WATER FLOW EDGE OF ASPHALT FLOWLINE OF CURB CULVERT SIDEWALK PROPOSED FEATURES TOP BACK OF CURB BASIS OF BEARING Bobcat Coordinate System, NAD83(2011) per the "Rocky Mountain Tribal Coordinate Reference System" Handbook and User Guide, Published September 30th, 2014 and subsequent revisions, established by observations with survey-grade GNSS receivers.RICHLAND DRIVE (60')SOUTH 19TH AVENUEWEST GRAF STREET (90') BROOKDALE DRIVE (60') ALDER CREEK DRIVE (60')CANTER AVE (60') LOT 3 BLOC K 1 MINO R S U B 4 9 4 O.S. F BLAC K W O O D G R O V E S SUBD I V I S I O N P H A S E 9 PB. J - 7 1 4 MINO R S U B 235 LOT A MINO R S U B 235A LOT 3 MINO R S U B 235A LOT 1 BLOC K 4 SOUT H B R I D G E SUBD I V I S I O N PHA S E 1 PB J- 5 0 7 LOT 1 BLOC K 5 SOU T H B R I D G E SUBD I V I S I O N PHAS E 1 PB J- 5 0 7 PUBL I C P A R K SOUT H B R I D G E SUBD I V I S I O N PHAS E 1 PB J- 5 0 7 SOUTHBRIDGE DRIVE (60') ©COPYRIGHT MORRISON-MAIERLE, INC.,2023 PLOTTED DATE: Mar/14/2023 PLOTTED BY: DRAWING NAME: N:\5659\011 -YTI Development\ACAD\Survey\PRELIM PLAT\5659011 PREPLAT PLOT.dwg 1/4 SEC.SECTION TOWNSHIP RANGE PROJ. #:SHEET OF PRINCIPAL MERIDIAN, MONTANA COUNTY, MONTANADATE: SCALE:CLIENT: FIELD WORK: DRAWN BY: CHECKED BY: engineers surveyors planners scientists MorrisonMaierle 2880 Technology Blvd West Bozeman, MT 59718 Phone: 406.587.0721 Fax: 406.922.6702 43 SRX LLC GALLATIN 5659.011 1"=50' 03/2023 JCW JCH MMI 5E 5E 2S 2S 24 24 SW NW EXISTING 20' WIDE DITCH MAINTENANCE EASEMENT PER MINOR SUB. No. 494 EXISTING 10' PUBLIC UTILITY EASEMENT PER MINOR SUB. No. 494 (TO BE RELEASED AND RE-CONVEYED) EASEMENT LEGEND PROPOSED 30' PUBLIC ACCESS & UTILITY EASEMENT PROPOSED 10' PUBLIC UTILITY EASEMENT A B PROPOSED 30' STORM DRAINAGE EASEMENTC B B B B B B B A A A A A A A A A A A A A A A A B B B B B B B BB B B B B BB B B B B B B B POOL A EXISTING 10' PUBLIC UTILITY EASEMENT PER MINOR SUB. No. 494 C 1' NO ACCESS STRIP 1' NO ACCESS STRIP 1' NO ACCESS STRIP PROPOSED 20' PUBLIC TRAIL EASEMENTD EXISTING 120' R.O.W. ALLEY NAME KEY TIMBERS WAY TRINITY WAY SWIFTCURRENT WAY HENLEY WAY PERDIGON WAY 2 1 3 4 5 6 7 8 9 10 STEELHEAD DRIVE GRAYHAWK WAY PINEAIRE DRIVE DAWSON DRIVE SPRINGDALE DRIVE KEY NOTES STORMWATER MAINTENANCE EASEMENT OVER CROSS-HATCHED PORTION OF OPEN SPACE PARCEL AS SHOWN 1 1 1 BEING LOT 1 OF BLOCK 2 OF YELLOWSTONE THEOLOGICAL INSTITUTE MINOR SUBDIVISION No. 494, LOCATED IN THE NW1/4 AND SW1/4 OF SECTION 24, TOWNSHIP 2 SOUTH, RANGE 5 EAST, PRINCIPAL MERIDIAN MONTANA, CITY OF BOZEMAN, GALLATIN COUNTY, MONTANA. PROPOSED 15' STORM DRAINAGE EASEMENT CONDITIONS OF APPROVAL SHEET Conditions: 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 and 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. The undersigned property owner acknowledges that there are federal, state, and local plans, policies, regulations, and/or conditions of subdivision approval that may limit the use of the property, including the location, size, and use. 1.All street rights-of-way contiguous to or within the proposed development site not used for street pavement, curbs, gutters, sidewalks or driveways (i.e., street boulevards) shall be landscaped, as defined in the Bozeman Municipal Code, and shall include one (1) large canopy tree for each 50 feet of total street frontage rounded to the nearest whole number. For street trees, a City of Bozeman planting permit for street trees and obtaining utility locations before any excavation begins in the City of Bozeman right-of-way. The subdivision landscape plans shall contain a planting note stating that the planting hole shall be at least twice the diameter of the root ball, that the root flare of the newly planted tree is visible and above ground, and there shall be a mulch ring 3'- 4' in diameter around each newly planted boulevard tree. 2.City standard sidewalks (including a concrete sidewalk section through all private drive approaches) shall be constructed on all public and private street frontages prior to occupancy of any structure on individual lots. Upon the 1 year anniversary (second with concurrent construction) of the plat recordation of any phase 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. 3.The property is also subject to master site plan approval City of Bozeman application _________approved on _______. 4.Ownership of all common open space areas and responsibility of maintenance thereof and for city assessments levied on the common open space lands shall be that of the property owners' association. Maintenance responsibility must include, in addition to the common open space all vegetative ground cover, snow removal, boulevard trees and irrigation systems in the public right-of-way boulevard strips along all 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 pathways, are for the use and enjoyment by the residents of the development and the general public. The property owners' association is responsible for levying annual assessments to provide for the maintenance, repair, and upkeep of all common open space areas and trails. At the same time of recording the final plat the subdivider shall transfer ownership of all common open space areas to the property owners' association created by the subdivider to maintain all common open space areas within the Subdivision. 5.Due to the potential of high groundwater table in the area of the subdivision, no basements or crawlspaces may be constructed within the subdivisions, unless a professional engineer registered in the State of Montana certifies that the lowest point of any proposed structure is located above the season high groundwater level and provides supporting groundwater data or certifies that the structure has been designed in such a way to accommodate the seasonal high groundwater prior to the release of building permits. In addition sump pumps are not allowed to be connected to the sanitary sewer system or discharge in the public rights-of-way (such as curb and gutter) where it can create a safety hazard for pedestrians and vehicles. Sump pumps are not allowed to be connected to the storm drainage system. 6.The property owners' association is responsible for maintenance of the alleys - _______________. 7.The property owners' association is responsible for maintenance of any lighting located outside of public street rights-of-ways. 8.The property owners' association is responsible for maintenance of all stormwater infrastructure located outside public street rights-of-way. 9.Cash-in-lieu of water rights will be paid a final plat. 10.The Parks and Recreation Department does not assume maintenance responsibility until park improvements have been installed and fully accepted on behalf of the City. Certificate of Transfer of Ownership and Completion of Non-Public Improvements; and Conditions of Approval : The following are hereby granted and donated to the property owners association noted below for their use and enjoyment: Common Open Space parcels designated Storm Water Tract. Unless specifically listed in the Certificate of Dedication, the city accepts no responsibility for maintaining the same SRX LLC hereby further 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 approval of the subdivision plotted herewith, have been installed in conformance with any approved plans and specifications 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: NONE Financially Guaranteed Improvements: NONE The subdivider hereby grants ownership of all non-public infrastructure improvements to the property owners association created by document number _____________________________________. We further certify that the text and/or graphics shown on the Conditions of Approval sheet represents requirements by the governing body for final plat approval and that all conditions of subdivision application have been satisfied; and that the information shown is current as of the date of the certification, and that changes to any land use restrictions or encumbrances may be made by amendment to covenants, zoning regulations, easements, or other documents as allowed by law or local regulations. SRX LLC By: ________________________________________________________________________________ ___________________________, Authorized Representative Dated State of ____________________________________ County of ___________________________________ On this ________________ day of ___________________________, 2023, before me, the undersigned Notary Public for the State of _____________________ personally appeared _______________________, known to me to be the Authorized Representative of SRX LLC and acknowledged to me that said Inc. executed the same. Notary Public in and for the State of ___________________ Printed Name _____________________________________ Residing at _______________________________________ My commission expires _____________________________ CERTIFICATE OF COMPLETION OF WATER-RELATED IMPROVEMENTS I, _____________________, hereby certify that the following improvements, necessary to meet the requirements of chapter 38 of the Bozeman Municipal Code or as a condition(s) of approval of The Final Plat of South Range Crossing Subdivision, have been installed in conformance with the approved plans and specifications, or financially guaranteed and covered by the improvements agreement accompanying this plat. Installed Improvements: _______ Financially Guaranteed Improvements: ________ The subdivider hereby warrants said improvements against any and all defects for a period of two years from the date of acceptance by the City of Bozeman. The subdivider hereby grants ownership of all public infrastructure improvements to the City of Bozeman and the city hereby accepts ownership of all public infrastructure improvements, subject to the above indicated warranty. _________________ ____________________________ ___________Authorized Representative Dated SRX LLC _________________ ____________________________ Dated Director of Transportation and Engineering Department City of Bozeman, Montana Record Documents: Document No. 2600277 (MINOR SUBDIVISION NO. 494) PRELIMINARY PLAT of SOUTH RANGE CROSSING SUBDIVISION ©COPYRIGHT MORRISON-MAIERLE, INC.,2023 PLOTTED DATE: Mar/14/2023 PLOTTED BY: DRAWING NAME: N:\5659\011 -YTI Development\ACAD\Survey\PRELIM PLAT\5659011 PREPLAT PLOT.dwg 1/4 SEC.SECTION TOWNSHIP RANGE PROJ. #:SHEET OF PRINCIPAL MERIDIAN, MONTANA COUNTY, MONTANADATE: SCALE:CLIENT: FIELD WORK: DRAWN BY: CHECKED BY: engineers surveyors planners scientists MorrisonMaierle 2880 Technology Blvd West Bozeman, MT 59718 Phone: 406.587.0721 Fax: 406.922.6702 44 SRX LLC GALLATIN 5659.011 NO SCALE 03/2023 JCW JCH MMI 5E 5E 2S 2S 24 24 SW NW BEING LOT 1 OF BLOCK 2 OF YELLOWSTONE THEOLOGICAL INSTITUTE MINOR SUBDIVISION No. 494, LOCATED IN THE NW1/4 AND SW1/4 OF SECTION 24, TOWNSHIP 2 SOUTH, RANGE 5 EAST, PRINCIPAL MERIDIAN MONTANA, CITY OF BOZEMAN, GALLATIN COUNTY, MONTANA.