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Home My WebLink About027 Agricultural Water User FacilitiesGran Cielo Subdivision Phase 3 Preliminary Plat Application 27 - Agricultural Water User Facilities Please see the responses below to the items in Section 38.220.060 – Additional Subdivision Preliminary Plat Supplements in the Bozeman Municipal Code. Subject property legal descriptions and geocodes Legal Description Geocode GRAN CIELO SUB PH 2, S23, T02 S, R05 E, BLOCK 14, Lot 1 06-0798-23-2-01-35-0000 GRAN CIELO SUB PH 2, S23, T02 S, R05 E, BLOCK 14, Lot 2 06-0798-23-2-01-30-0000 GRAN CIELO SUB PH 2, S23, T02 S, R05 E, BLOCK 14, Lot 3 06-0798-23-2-01-05-0000 GRAN CIELO SUB PH 2, S23, T02 S, R05 E, BLOCK 14, Lot 4, 06-0798-23-2-01-10-0000 CIELO SUB PH 2, S23, T02 S, R05 E, OPEN SPACE A, B & C 06-0798-23-2-32-21-6500 a. Type, description, ownership, and users of facilities. An existing culvert currently conveys water from the Middle Creek Ditch beneath South 27th Avenue right-of-way for a distance of approximately 360 feet. Water enters the culvert at a head unit located east of the South 27th Avenue right-of-way and emerges on the west side, north of Apex Drive, approximately 100 feet from the northeast property corner of Lot 3. b. Written documentation demonstrating active use of the facilities, for example the delivery of non-potable water supplies for irrigation, conversion to storm water facilities, or other use. If a facility is not being actively used nor intended to be used in the future, include a written plan for discontinuance including all documentation required pursuant to Montana Law. A water rights search was conducted on the DNRC Water Rights Query System in order to identify any known water rights owners associated with the property. Searching for S23, T02 S, R05 E, five Statements of Claim were found claiming place of use by the West Gallatin Canal Company. Please see the DNRC Water Rights Statements of Claim included in this section of the submittal. No other claims were found when searching by the geocode of the subject parcels. Due to the close proximity of the Middle Creek Ditch to the subject property, and that improvements to 27th Avenue will be made within the ditch easement, a notification letter was sent to the Middle Creek Ditch Company as owner of the ditch and Montana State University as a downstream user of the water conveyed by the Middle Creek Ditch. In compliance with BMC Section 38.360.280, water rights owners were notified of the proposed subdivision by mail sent to addresses listed on the document on 10/30/2025. c. Describe any proposed realignment. All realignments must comply with all relevant requirements of Montana Law. Gran Cielo Subdivision Phase 3 Preliminary Plat Application There is no proposed realignment of the Middle Creek Ditch associated with Phase 3 of the Gran Cielo Subdivision. d. Information from the owner(s) of the facility concerning the proposed use or discontinuance of the facility. There are no proposed impacts to the watercourses with the initial phase of improvements. The water rights owners have not provided any comment. The 45-day notice period for comments terminates on 12/14/25. 27 – Agricultural Water User Facilities DNRC Water Rights Statement of Claim October 20, 2025 41H 33129-00 Page 1 of 3 General Abstract STATE OF MONTANA DEPARTMENT OF NATURAL RESOURCES AND CONSERVATION 1424 9TH AVENUE P.O. BOX 201601 HELENA, MONTANA 59620-1601 GENERAL ABSTRACT Water Right Number:41H 33129-00 STATEMENT OF CLAIM Version:4 -- POST DECREE Version Status:ACTIVE Owners:WEST GALLATIN CANAL CO PO BOX 553 GALLATIN GATEWAY, MT 59730-0553 Priority Date:APRIL 15, 1883 Enforceable Priority Date:APRIL 15, 1883 Type of Historical Right:USE Purpose (Use):IRRIGATION Irrigation Type:SPRINKLER/FLOOD Maximum Flow Rate:12.50 CFS FLOW RATE FOR THIS RIGHT IS LIMITED TO THE HISTORIC CAPACITY OF THE DIVERSION STRUCTURE AND THE CONVEYANCE SYSTEM. Maximum Volume:THE TOTAL VOLUME OF THIS WATER RIGHT SHALL NOT EXCEED THE AMOUNT PUT TO HISTORICAL AND BENEFICIAL USE. Climatic Area:4 - MODERATELY LOW Maximum Acres:8,895.00 Source Name:WILSON CREEK Source Type:SURFACE WATER Point of Diversion and Means of Diversion: ID Govt Lot Qtr Sec Sec Twp Rge County 1 NWSESE 27 3S 4E GALLATIN Period of Diversion:APRIL 15 TO NOVEMBER 1 Diversion Means:HEADGATE Ditch Name:WEST GALLATIN CANAL Period of Use:APRIL 15 to NOVEMBER 1 Place of Use: ID Acres Govt Lot Qtr Sec Sec Twp Rge County 1 13 2S 4E GALLATIN 2 24 2S 4E GALLATIN 3 25 2S 4E GALLATIN 4 26 2S 4E GALLATIN 5 35 2S 4E GALLATIN 6 36 2S 4E GALLATIN 7 N2SW 9 2S 5E GALLATIN 8 S2S2 9 2S 5E GALLATIN October 20, 2025 41H 33129-00 Page 2 of 3 General Abstract 9 14 2S 5E GALLATIN 10 15 2S 5E GALLATIN 11 16 2S 5E GALLATIN 12 17 2S 5E GALLATIN 13 18 2S 5E GALLATIN 14 19 2S 5E GALLATIN 15 20 2S 5E GALLATIN 16 21 2S 5E GALLATIN 17 22 2S 5E GALLATIN 18 23 2S 5E GALLATIN 19 26 2S 5E GALLATIN 20 27 2S 5E GALLATIN 21 28 2S 5E GALLATIN 22 29 2S 5E GALLATIN 23 30 2S 5E GALLATIN 24 31 2S 5E GALLATIN 25 32 2S 5E GALLATIN 26 33 2S 5E GALLATIN 27 N2 34 2S 5E GALLATIN 28 1 3S 4E GALLATIN 29 2 3S 4E GALLATIN 30 E2SESE 10 3S 4E GALLATIN 31 11 3S 4E GALLATIN 32 12 3S 4E GALLATIN 33 13 3S 4E GALLATIN 34 14 3S 4E GALLATIN 35 E2 15 3S 4E GALLATIN 36 E2SESW 15 3S 4E GALLATIN 37 22 3S 4E GALLATIN 38 23 3S 4E GALLATIN 39 SW 24 3S 4E GALLATIN 40 NW 25 3S 4E GALLATIN 41 26 3S 4E GALLATIN 42 27 3S 4E GALLATIN 43 E2E2 28 3S 4E GALLATIN 44 E2SWSE 28 3S 4E GALLATIN 45 E2 33 3S 4E GALLATIN 46 E2W2 33 3S 4E GALLATIN 47 W2SW 33 3S 4E GALLATIN 48 34 3S 4E GALLATIN 49 NW 35 3S 4E GALLATIN 50 N2N2SW 35 3S 4E GALLATIN 51 SWSWNE 35 3S 4E GALLATIN October 20, 2025 41H 33129-00 Page 3 of 3 General Abstract 52 W2NWSE 35 3S 4E GALLATIN 53 N2SWSE 35 3S 4E GALLATIN 54 N2 5 3S 5E GALLATIN 55 6 3S 5E GALLATIN 56 7 3S 5E GALLATIN 57 N2 18 3S 5E GALLATIN 58 N2S2 18 3S 5E GALLATIN 59 NW 3 4S 4E GALLATIN 60 NWNWNE 3 4S 4E GALLATIN 61 N2 4 4S 4E GALLATIN 62 N2NESW 4 4S 4E GALLATIN 63 E2E2NE 5 4S 4E GALLATIN 64 N2SE 5 4S 4E GALLATIN Geocodes/Valid:-- NO VALID GEOCODES -- Remarks: A TOTAL OF 8,895.00 ACRES MAY BE IRRIGATED DURING ANY GIVEN IRRIGATION SEASON WITHIN THE HISTORIC SERVICE AREA. October 17, 2025 41H 33132-00 Page 1 of 3 General Abstract STATE OF MONTANA DEPARTMENT OF NATURAL RESOURCES AND CONSERVATION 1424 9TH AVENUE P.O. BOX 201601 HELENA, MONTANA 59620-1601 GENERAL ABSTRACT Water Right Number:41H 33132-00 STATEMENT OF CLAIM Version:4 -- POST DECREE Version Status:ACTIVE Owners:WEST GALLATIN CANAL CO PO BOX 553 GALLATIN GATEWAY, MT 59730-0553 Priority Date:APRIL 15, 1883 Enforceable Priority Date:APRIL 15, 1883 Type of Historical Right:DECREED Purpose (Use):IRRIGATION Irrigation Type:SPRINKLER/FLOOD Maximum Flow Rate:75.00 CFS COMBINED FLOW RATE FOR CLAIM NOS. 41H 33132-00 AND 41H 33133-00 IS LIMITED TO THE HISTORIC CAPACITY OF THE DIVERSION STRUCTURE. Maximum Volume:30,000.00 AC-FT Climatic Area:4 - MODERATELY LOW Maximum Acres:8,895.00 Source Name:WEST GALLATIN RIVER Source Type:SURFACE WATER Point of Diversion and Means of Diversion: ID Govt Lot Qtr Sec Sec Twp Rge County 1 SWSWSE 5 4S 4E GALLATIN Period of Diversion:APRIL 10 TO OCTOBER 31 Diversion Means:HEADGATE Ditch Name:WEST GALLATIN CANAL Period of Use:APRIL 10 to OCTOBER 31 Place of Use: ID Acres Govt Lot Qtr Sec Sec Twp Rge County 1 13 2S 4E GALLATIN 2 24 2S 4E GALLATIN 3 25 2S 4E GALLATIN 4 26 2S 4E GALLATIN 5 35 2S 4E GALLATIN 6 36 2S 4E GALLATIN 7 N2SW 9 2S 5E GALLATIN 8 S2S2 9 2S 5E GALLATIN 9 14 2S 5E GALLATIN October 17, 2025 41H 33132-00 Page 2 of 3 General Abstract 10 15 2S 5E GALLATIN 11 16 2S 5E GALLATIN 12 17 2S 5E GALLATIN 13 18 2S 5E GALLATIN 14 19 2S 5E GALLATIN 15 20 2S 5E GALLATIN 16 21 2S 5E GALLATIN 17 22 2S 5E GALLATIN 18 23 2S 5E GALLATIN 19 26 2S 5E GALLATIN 20 27 2S 5E GALLATIN 21 28 2S 5E GALLATIN 22 29 2S 5E GALLATIN 23 30 2S 5E GALLATIN 24 31 2S 5E GALLATIN 25 32 2S 5E GALLATIN 26 33 2S 5E GALLATIN 27 N2 34 2S 5E GALLATIN 28 1 3S 4E GALLATIN 29 2 3S 4E GALLATIN 30 E2SESE 10 3S 4E GALLATIN 31 11 3S 4E GALLATIN 32 12 3S 4E GALLATIN 33 13 3S 4E GALLATIN 34 14 3S 4E GALLATIN 35 E2 15 3S 4E GALLATIN 36 E2SESW 15 3S 4E GALLATIN 37 22 3S 4E GALLATIN 38 23 3S 4E GALLATIN 39 SW 24 3S 4E GALLATIN 40 NW 25 3S 4E GALLATIN 41 26 3S 4E GALLATIN 42 27 3S 4E GALLATIN 43 E2E2 28 3S 4E GALLATIN 44 E2SWSE 28 3S 4E GALLATIN 45 E2 33 3S 4E GALLATIN 46 E2W2 33 3S 4E GALLATIN 47 W2SW 33 3S 4E GALLATIN 48 34 3S 4E GALLATIN 49 NW 35 3S 4E GALLATIN 50 N2N2SW 35 3S 4E GALLATIN 51 SWSWNE 35 3S 4E GALLATIN 52 W2NWSE 35 3S 4E GALLATIN October 17, 2025 41H 33132-00 Page 3 of 3 General Abstract 53 N2SWSE 35 3S 4E GALLATIN 54 N2 5 3S 5E GALLATIN 55 6 3S 5E GALLATIN 56 7 3S 5E GALLATIN 57 N2 18 3S 5E GALLATIN 58 N2S2 18 3S 5E GALLATIN 59 NW 3 4S 4E GALLATIN 60 NWNWNE 3 4S 4E GALLATIN 61 N2 4 4S 4E GALLATIN 62 N2NESW 4 4S 4E GALLATIN 63 E2E2NE 5 4S 4E GALLATIN 64 N2SE 5 4S 4E GALLATIN Geocodes/Valid:-- NO VALID GEOCODES -- Remarks: A TOTAL OF 8,895.00 ACRES MAY BE IRRIGATED DURING ANY GIVEN IRRIGATION SEASON WITHIN THE HISTORIC SERVICE AREA. October 17, 2025 41H 33131-00 Page 1 of 3 General Abstract STATE OF MONTANA DEPARTMENT OF NATURAL RESOURCES AND CONSERVATION 1424 9TH AVENUE P.O. BOX 201601 HELENA, MONTANA 59620-1601 GENERAL ABSTRACT Water Right Number:41H 33131-00 STATEMENT OF CLAIM Version:4 -- POST DECREE Version Status:ACTIVE Owners:WEST GALLATIN CANAL CO PO BOX 553 GALLATIN GATEWAY, MT 59730-0553 Priority Date:APRIL 15, 1883 Enforceable Priority Date:APRIL 15, 1883 Type of Historical Right:USE Purpose (Use):IRRIGATION Irrigation Type:SPRINKLER/FLOOD Maximum Flow Rate:50.00 CFS FLOW RATE FOR THIS RIGHT IS LIMITED TO THE HISTORIC CAPACITY OF THE DIVERSION STRUCTURES AND THE CONVEYANCE SYSTEM. Maximum Volume:THE TOTAL VOLUME OF THIS WATER RIGHT SHALL NOT EXCEED THE AMOUNT PUT TO HISTORICAL AND BENEFICIAL USE. Climatic Area:4 - MODERATELY LOW Maximum Acres:8,895.00 Source Name:SOUTH COTTONWOOD CREEK Source Type:SURFACE WATER Point of Diversion and Means of Diversion: ID Govt Lot Qtr Sec Sec Twp Rge County 1 SENESE 12 3S 4E GALLATIN Period of Diversion:APRIL 15 TO NOVEMBER 1 Diversion Means:HEADGATE Ditch Name:WEST GALLATIN (KLEINSCHMIDT) CANAL Period of Use:APRIL 15 to NOVEMBER 1 Place of Use: ID Acres Govt Lot Qtr Sec Sec Twp Rge County 1 13 2S 4E GALLATIN 2 24 2S 4E GALLATIN 3 25 2S 4E GALLATIN 4 26 2S 4E GALLATIN 5 35 2S 4E GALLATIN 6 36 2S 4E GALLATIN 7 N2SW 9 2S 5E GALLATIN 8 S2S2 9 2S 5E GALLATIN October 17, 2025 41H 33131-00 Page 2 of 3 General Abstract 9 14 2S 5E GALLATIN 10 15 2S 5E GALLATIN 11 16 2S 5E GALLATIN 12 17 2S 5E GALLATIN 13 18 2S 5E GALLATIN 14 19 2S 5E GALLATIN 15 20 2S 5E GALLATIN 16 21 2S 5E GALLATIN 17 22 2S 5E GALLATIN 18 23 2S 5E GALLATIN 19 26 2S 5E GALLATIN 20 27 2S 5E GALLATIN 21 28 2S 5E GALLATIN 22 29 2S 5E GALLATIN 23 30 2S 5E GALLATIN 24 31 2S 5E GALLATIN 25 32 2S 5E GALLATIN 26 33 2S 5E GALLATIN 27 N2 34 2S 5E GALLATIN 28 1 3S 4E GALLATIN 29 2 3S 4E GALLATIN 30 E2SESE 10 3S 4E GALLATIN 31 11 3S 4E GALLATIN 32 12 3S 4E GALLATIN 33 13 3S 4E GALLATIN 34 14 3S 4E GALLATIN 35 E2 15 3S 4E GALLATIN 36 E2SESW 15 3S 4E GALLATIN 37 22 3S 4E GALLATIN 38 23 3S 4E GALLATIN 39 SW 24 3S 4E GALLATIN 40 NW 25 3S 4E GALLATIN 41 26 3S 4E GALLATIN 42 27 3S 4E GALLATIN 43 E2E2 28 3S 4E GALLATIN 44 E2SWSE 28 3S 4E GALLATIN 45 E2 33 3S 4E GALLATIN 46 E2W2 33 3S 4E GALLATIN 47 W2SW 33 3S 4E GALLATIN 48 34 3S 4E GALLATIN 49 NW 35 3S 4E GALLATIN 50 N2N2SW 35 3S 4E GALLATIN 51 SWSWNE 35 3S 4E GALLATIN October 17, 2025 41H 33131-00 Page 3 of 3 General Abstract 52 W2NWSE 35 3S 4E GALLATIN 53 N2SWSE 35 3S 4E GALLATIN 54 N2 5 3S 5E GALLATIN 55 6 3S 5E GALLATIN 56 7 3S 5E GALLATIN 57 N2 18 3S 5E GALLATIN 58 N2S2 18 3S 5E GALLATIN 59 NW 3 4S 4E GALLATIN 60 NWNWNE 3 4S 4E GALLATIN 61 N2 4 4S 4E GALLATIN 62 N2NESW 4 4S 4E GALLATIN 63 E2E2NE 5 4S 4E GALLATIN 64 N2SE 5 4S 4E GALLATIN Geocodes/Valid:-- NO VALID GEOCODES -- Remarks: A TOTAL OF 8,895.00 ACRES MAY BE IRRIGATED DURING ANY GIVEN IRRIGATION SEASON WITHIN THE HISTORIC SERVICE AREA. October 20, 2025 41H 33133-00 Page 1 of 3 General Abstract STATE OF MONTANA DEPARTMENT OF NATURAL RESOURCES AND CONSERVATION 1424 9TH AVENUE P.O. BOX 201601 HELENA, MONTANA 59620-1601 GENERAL ABSTRACT Water Right Number:41H 33133-00 STATEMENT OF CLAIM Version:4 -- POST DECREE Version Status:ACTIVE Owners:WEST GALLATIN CANAL CO PO BOX 553 GALLATIN GATEWAY, MT 59730-0553 Priority Date:JUNE 25, 1901 Enforceable Priority Date:JUNE 25, 1901 Type of Historical Right:DECREED Purpose (Use):IRRIGATION Irrigation Type:SPRINKLER/FLOOD Maximum Flow Rate:76.00 CFS COMBINED FLOW RATE FOR CLAIM NOS. 41H 33132-00 AND 41H 33133-00 IS LIMITED TO THE HISTORIC CAPACITY OF THE DIVERSION STRUCTURE. Maximum Volume:30,895.14 AC-FT Climatic Area:4 - MODERATELY LOW Maximum Acres:8,895.00 Source Name:WEST GALLATIN RIVER Source Type:SURFACE WATER Point of Diversion and Means of Diversion: ID Govt Lot Qtr Sec Sec Twp Rge County 1 SWSWSE 5 4S 4E GALLATIN Period of Diversion:APRIL 10 TO OCTOBER 31 Diversion Means:HEADGATE Ditch Name:WEST GALLATIN CANAL Period of Use:APRIL 10 to OCTOBER 31 Place of Use: ID Acres Govt Lot Qtr Sec Sec Twp Rge County 1 13 2S 4E GALLATIN 2 24 2S 4E GALLATIN 3 25 2S 4E GALLATIN 4 26 2S 4E GALLATIN 5 35 2S 4E GALLATIN 6 36 2S 4E GALLATIN 7 N2SW 9 2S 5E GALLATIN 8 S2S2 9 2S 5E GALLATIN 9 14 2S 5E GALLATIN October 20, 2025 41H 33133-00 Page 2 of 3 General Abstract 10 15 2S 5E GALLATIN 11 16 2S 5E GALLATIN 12 17 2S 5E GALLATIN 13 18 2S 5E GALLATIN 14 19 2S 5E GALLATIN 15 20 2S 5E GALLATIN 16 21 2S 5E GALLATIN 17 22 2S 5E GALLATIN 18 23 2S 5E GALLATIN 19 26 2S 5E GALLATIN 20 27 2S 5E GALLATIN 21 28 2S 5E GALLATIN 22 29 2S 5E GALLATIN 23 30 2S 5E GALLATIN 24 31 2S 5E GALLATIN 25 32 2S 5E GALLATIN 26 33 2S 5E GALLATIN 27 N2 34 2S 5E GALLATIN 28 1 3S 4E GALLATIN 29 2 3S 4E GALLATIN 30 E2SESE 10 3S 4E GALLATIN 31 11 3S 4E GALLATIN 32 12 3S 4E GALLATIN 33 13 3S 4E GALLATIN 34 14 3S 4E GALLATIN 35 E2 15 3S 4E GALLATIN 36 E2SESW 15 3S 4E GALLATIN 37 22 3S 4E GALLATIN 38 23 3S 4E GALLATIN 39 SW 24 3S 4E GALLATIN 40 NW 25 3S 4E GALLATIN 41 26 3S 4E GALLATIN 42 27 3S 4E GALLATIN 43 E2E2 28 3S 4E GALLATIN 44 E2SWSE 28 3S 4E GALLATIN 45 E2 33 3S 4E GALLATIN 46 E2W2 33 3S 4E GALLATIN 47 W2SW 33 3S 4E GALLATIN 48 34 3S 4E GALLATIN 49 NW 35 3S 4E GALLATIN 50 N2N2SW 35 3S 4E GALLATIN 51 SWSWNE 35 3S 4E GALLATIN 52 W2NWSE 35 3S 4E GALLATIN October 20, 2025 41H 33133-00 Page 3 of 3 General Abstract 53 N2SWSE 35 3S 4E GALLATIN 54 N2 5 3S 5E GALLATIN 55 6 3S 5E GALLATIN 56 7 3S 5E GALLATIN 57 N2 18 3S 5E GALLATIN 58 N2S2 18 3S 5E GALLATIN 59 NW 3 4S 4E GALLATIN 60 NWNWNE 3 4S 4E GALLATIN 61 N2 4 4S 4E GALLATIN 62 N2NESW 4 4S 4E GALLATIN 63 E2E2NE 5 4S 4E GALLATIN 64 N2SE 5 4S 4E GALLATIN Geocodes/Valid:-- NO VALID GEOCODES -- Remarks: THE WATER RIGHTS FOLLOWING THIS STATEMENT ARE SUPPLEMENTAL WHICH MEANS THE RIGHTS HAVE OVERLAPPING PLACES OF USE. THE RIGHTS CAN BE COMBINED TO IRRIGATE ONLY OVERLAPPING PARCELS. EACH RIGHT IS LIMITED TO THE FLOW RATE AND PLACE OF USE OF THAT INDIVIDUAL RIGHT. THE SUM TOTAL VOLUME OF THESE WATER RIGHTS SHALL NOT EXCEED THE AMOUNT PUT TO HISTORICAL AND BENEFICIAL USE. 33129-00 33130-00 33131-00 33132-00 33133-00 A TOTAL OF 8,895.00 ACRES MAY BE IRRIGATED DURING ANY GIVEN IRRIGATION SEASON WITHIN THE HISTORIC SERVICE AREA. October 17, 2025 41H 33130-00 Page 1 of 3 General Abstract STATE OF MONTANA DEPARTMENT OF NATURAL RESOURCES AND CONSERVATION 1424 9TH AVENUE P.O. BOX 201601 HELENA, MONTANA 59620-1601 GENERAL ABSTRACT Water Right Number:41H 33130-00 STATEMENT OF CLAIM Version:4 -- POST DECREE Version Status:ACTIVE Owners:WEST GALLATIN CANAL CO PO BOX 553 GALLATIN GATEWAY, MT 59730-0553 Priority Date:APRIL 15, 1883 Enforceable Priority Date:APRIL 15, 1883 Type of Historical Right:USE Purpose (Use):IRRIGATION Irrigation Type:SPRINKLER/FLOOD Maximum Flow Rate:37.50 CFS FLOW RATE FOR THIS RIGHT IS LIMITED TO THE HISTORIC CAPACITY OF THE DIVERSION STRUCTURES AND THE CONVEYANCE SYSTEM. Maximum Volume:THE TOTAL VOLUME OF THIS WATER RIGHT SHALL NOT EXCEED THE AMOUNT PUT TO HISTORICAL AND BENEFICIAL USE. Climatic Area:4 - MODERATELY LOW Maximum Acres:8,895.00 Source Name:BIG BEAR CREEK Source Type:SURFACE WATER Point of Diversion and Means of Diversion: ID Govt Lot Qtr Sec Sec Twp Rge County 1 NWNENW 26 3S 4E GALLATIN Period of Diversion:APRIL 15 TO NOVEMBER 1 Diversion Means:HEADGATE Ditch Name:WEST GALLATIN CANAL #1 2 SESESW 23 3S 4E GALLATIN Period of Diversion:APRIL 15 TO NOVEMBER 1 Diversion Means:HEADGATE Ditch Name:WEST GALLATIN CANAL #2 Period of Use:APRIL 15 to NOVEMBER 1 Place of Use: ID Acres Govt Lot Qtr Sec Sec Twp Rge County 1 13 2S 4E GALLATIN 2 24 2S 4E GALLATIN 3 25 2S 4E GALLATIN 4 26 2S 4E GALLATIN October 17, 2025 41H 33130-00 Page 2 of 3 General Abstract 5 35 2S 4E GALLATIN 6 36 2S 4E GALLATIN 7 N2SW 9 2S 5E GALLATIN 8 S2S2 9 2S 5E GALLATIN 9 14 2S 5E GALLATIN 10 15 2S 5E GALLATIN 11 16 2S 5E GALLATIN 12 17 2S 5E GALLATIN 13 18 2S 5E GALLATIN 14 19 2S 5E GALLATIN 15 20 2S 5E GALLATIN 16 21 2S 5E GALLATIN 17 22 2S 5E GALLATIN 18 23 2S 5E GALLATIN 19 26 2S 5E GALLATIN 20 27 2S 5E GALLATIN 21 28 2S 5E GALLATIN 22 29 2S 5E GALLATIN 23 30 2S 5E GALLATIN 24 31 2S 5E GALLATIN 25 32 2S 5E GALLATIN 26 33 2S 5E GALLATIN 27 N2 34 2S 5E GALLATIN 28 1 3S 4E GALLATIN 29 2 3S 4E GALLATIN 30 E2SESE 10 3S 4E GALLATIN 31 11 3S 4E GALLATIN 32 12 3S 4E GALLATIN 33 13 3S 4E GALLATIN 34 14 3S 4E GALLATIN 35 E2 15 3S 4E GALLATIN 36 E2SESW 15 3S 4E GALLATIN 37 22 3S 4E GALLATIN 38 23 3S 4E GALLATIN 39 SW 24 3S 4E GALLATIN 40 NW 25 3S 4E GALLATIN 41 26 3S 4E GALLATIN 42 27 3S 4E GALLATIN 43 E2E2 28 3S 4E GALLATIN 44 E2SWSE 28 3S 4E GALLATIN 45 E2 33 3S 4E GALLATIN 46 E2W2 33 3S 4E GALLATIN 47 W2SW 33 3S 4E GALLATIN October 17, 2025 41H 33130-00 Page 3 of 3 General Abstract 48 34 3S 4E GALLATIN 49 NW 35 3S 4E GALLATIN 50 N2N2SW 35 3S 4E GALLATIN 51 SWSWNE 35 3S 4E GALLATIN 52 W2NWSE 35 3S 4E GALLATIN 53 N2SWSE 35 3S 4E GALLATIN 54 N2 5 3S 5E GALLATIN 55 6 3S 5E GALLATIN 56 7 3S 5E GALLATIN 57 N2 18 3S 5E GALLATIN 58 N2S2 18 3S 5E GALLATIN 59 NW 3 4S 4E GALLATIN 60 NWNWNE 3 4S 4E GALLATIN 61 N2 4 4S 4E GALLATIN 62 N2NESW 4 4S 4E GALLATIN 63 E2E2NE 5 4S 4E GALLATIN 64 N2SE 5 4S 4E GALLATIN Geocodes/Valid:-- NO VALID GEOCODES -- Remarks: A TOTAL OF 8,895.00 ACRES MAY BE IRRIGATED DURING ANY GIVEN IRRIGATION SEASON WITHIN THE HISTORIC SERVICE AREA. October 17, 2025 41H 107211-00 Page 1 of 1 General Abstract STATE OF MONTANA DEPARTMENT OF NATURAL RESOURCES AND CONSERVATION 1424 9TH AVENUE P.O. BOX 201601 HELENA, MONTANA 59620-1601 GENERAL ABSTRACT Water Right Number:41H 107211-00 STATEMENT OF CLAIM Version:3 -- POST DECREE Version Status:ACTIVE Owners:MONTANA, STATE OF UNIVERSITY SYSTEM (MSU) OFFICE OF LEGAL COUNSEL MSU, 211 MONTANA HALL PO BOX 172420 BOZEMAN, MT 59717-2420 Priority Date:DECEMBER 31, 1864 Enforceable Priority Date:DECEMBER 31, 1864 Type of Historical Right:DECREED Purpose (Use):STOCK Maximum Flow Rate:A SPECIFIC FLOW RATE HAS NOT BEEN DECREED BECAUSE THIS USE CONSISTS OF STOCK DRINKING DIRECTLY FROM THE SOURCE, OR FROM A DITCH SYSTEM. THE FLOW RATE IS LIMITED TO THE MINIMUM AMOUNT HISTORICALLY NECESSARY TO SUSTAIN THIS PURPOSE. Maximum Volume:THIS RIGHT INCLUDES THE AMOUNT OF WATER CONSUMPTIVELY USED FOR STOCK WATERING PURPOSES AT THE RATE OF 30 GALLONS PER DAY PER ANIMAL UNIT. ANIMAL UNITS SHALL BE BASED ON REASONABLE CARRYING CAPACITY AND HISTORICAL USE OF THE AREA SERVICED BY THIS WATER SOURCE. Source Name:HYALITE CREEK Source Type:SURFACE WATER Point of Diversion and Means of Diversion: ID Govt Lot Qtr Sec Sec Twp Rge County 1 SWNESW 3 3S 5E GALLATIN Period of Diversion:MARCH 1 TO OCTOBER 31 Diversion Means:HEADGATE Ditch Name:MIDDLE CREEK DITCH Period of Use:MARCH 1 to OCTOBER 31 Place of Use: ID Acres Govt Lot Qtr Sec Sec Twp Rge County 1 E2NE 14 2S 5E GALLATIN Remarks: 27 – Agricultural Water User Facilities Middle Creek Ditch Company Correspondence 895 Technology Blvd, Suite 203 ♦ Bozeman, MT 59718 ♦ (406) 586-0262 895 Technology Boulevard, Suite 203, Bozeman, MT 59718 | 406.586.0262 October 30, 2025 Middle Creek Ditch Company c/o Peg Easton P.O. Box 2 Bozeman, MT 59715 RE: Gran Cielo Subdivision, Phase 3 – Water Rights Owner Notification Dear Recipient, On behalf of our client, and as part of the subdivision review process, we are providing this written notification to inform you of the presence of a watercourse tied to your water right near or within the proposed Gran Cielo Phase 3 Subdivision boundaries, and to request any comments you may have regarding the proposed development. The project site is situated south of Apex Dr, west of South 27th Avenue, north of Bennet Blvd, and east of South 29th Avenue. The current legal description of the property is Gran Cielo Phase 2, S23, T02 S, R05 E, Block 14, Lots 1-4 and Open Space A, B, and C. The geocodes listed on the Montana Cadastral website are 06-0798-23-2-01-35-0000, 06-0798-23-2-01-30-0000, 06- 0798-23-2-01-05-0000, 06-0798-23-2-01-10-0000, and 06-0798-23-2-32-21-6500. A single water course runs south to north through an existing culvert in the South 27th Avenue right of way adjacent to the property. A search on the DNRC Water Rights Query System was used to identify any known water rights owners. The existing culvert currently conveys water from the Middle Creek Ditch beneath South 27th Avenue right-of-way for a distance of approximately 360 feet. Water enters the culvert at a head unit located east of the South 27th Avenue right-of-way and emerges on the west side, north of Apex Drive, approximately 100 feet from the northeast property corner of Lot 3. As part of the proposed subdivision, improvements to a segment of South 27th Avenue that crosses over the existing Middle Creek Ditch culvert are required in order to comply with City of Bozeman development standards. The proposed improvements consist of widening of S. 27th and installation of sidewalk, curb and gutter, and a center median. Additionally, a water main must be installed to provide service to the lots located on the east side of the Gran Cielo, Phase 3 subdivision. This installation will require a connection to the existing water main beneath South 27th Avenue, necessitating a crossing below the existing culvert. Based on the known inverts of the culvert, WWC does not anticipate any conflict with the culvert and adequate separation can be maintained between the new main and existing culvert. In summary, these improvements will not modify the existing culvert, affect the flow of water through the structure, or disrupt water delivery to downstream users. A layout of the proposed subdivision and associated improvements is attached for your reference. Please respond at your earliest convenience with any comments or questions to the email provided below, or feel free to contact me directly at 406-586-0262. Please note that you will have 45 days to respond to this notification per BMC Section 38.360.280.B. Thank you for your time and consideration. Sincerely, ________________________ Erik Ringsak, PE eringsak@wwcengineering.com Appendix Proposed Subdivision Layout Proposed South 27th Street Improvements 27 – Agricultural Water User Facilities Water Rights Owner Correspondence 895 Technology Blvd, Suite 203 ♦ Bozeman, MT 59718 ♦ (406) 586-0262 895 Technology Boulevard, Suite 203, Bozeman, MT 59718 | 406.586.0262 October 30, 2025 West Gallatin Canal Company P.O. Box 553 Gallatin Gateway, MT 59730 RE: Gran Cielo Subdivision, Phase 3 – Water Rights Owner Notification Dear Recipient, On behalf of our client, and as part of the subdivision review process, we are providing this written notification to inform you of the presence of a watercourse tied to your water right near or within the proposed Gran Cielo Phase 3 Subdivision boundaries, and to request any comments you may have regarding the proposed development. A search on the DNRC Water Rights Query System was used to identify any known water rights owners. The search returned that the subject parcel is within a claimed area of use of the West Gallatin Canal Company, WR#s 41H 33129 to 41H 33133. The project site is situated south of Apex Dr, west of South 27th Avenue, north of Bennet Blvd, and east of South 29th Avenue. The current legal description of the subject properties are Gran Cielo Phase 2, S23, T02 S, R05 E, Block 14, Lots 1-4 and Open Space A, B, and C. The geocodes listed on the Montana Cadastral website are 06-0798-23-2-01-35-0000, 06-0798-23-2- 01-30-0000, 06-0798-23-2-01-05-0000, 06-0798-23-2-01-10-0000, and 06-0798-23-2-32-21- 6500. No portion of the West Gallatin (Kleinschmidt) Canal exists on the subject property or will be affected by any offsite improvements. A layout of the proposed subdivision and associated improvements is attached for your reference. South 27th Avenue will be upgraded to meet current City standards, requiring roadway widening that extends over an existing underground piped ditch system. The flow and alignment of the ditch system. The flow and alignment of the ditch shall remain unaffected and undisturbed. These improvements will not modify the existing culvert, affect the flow of water through the structure, or disrupt water delivery to downstream users. Please respond at your earliest convenience with any comments or questions to the email provided below, or feel free to contact me directly at 406-586-0262. Please note that you will have 45 days to respond to this notification per BMC Section 38.360.280.B. Thank you for your time and consideration. Sincerely, ________________________ Erik Ringsak, PE eringsak@wwcengineering.com Appendix Proposed Subdivision Layout Proposed South 27th Street Improvements 895 Technology Blvd, Suite 203 ♦ Bozeman, MT 59718 ♦ (406) 586-0262 895 Technology Boulevard, Suite 203, Bozeman, MT 59718 | 406.586.0262 October 30, 2025 Montana, State of University System (MSU) Office of Legal Council MSU, Montana Hall P.O. Box 172420 Bozeman, MT 59717 RE: Gran Cielo Subdivision, Phase 3 – Water Rights Owner Notification Dear Recipient, On behalf of our client, and as part of the subdivision review process, we are providing this written notification to inform you of the presence of a watercourse tied to your water right near or within the proposed Gran Cielo Phase 3 Subdivision boundaries, and to request any comments you may have regarding the proposed development. A search on the DNRC Water Rights Query System was used to identify any known water rights owners. MSU was identified as having a place of use served by the Middle Creek Ditch (WR# 41H 107211), downstream of the proposed development of Gran Cielo Subdivision, Phase 3. The project site is situated south of Apex Dr, west of South 27th Avenue, north of Bennet Blvd, and east of South 29th Avenue. The current legal description of the property is Gran Cielo Phase 2, S23, T02 S, R05 E, Block 14, Lots 1-4 and Open Space A, B, and C. The geocodes listed on the Montana Cadastral website are 06-0798-23-2-01-35-0000, 06-0798-23-2-01-30-0000, 06- 0798-23-2-01-05-0000, 06-0798-23-2-01-10-0000, and 06-0798-23-2-32-21-6500. A single water course runs south to north through an existing culvert in the South 27th Avenue right of way adjacent to the property. The existing culvert currently conveys water from the Middle Creek Ditch beneath South 27th Avenue right-of-way for a distance of approximately 360 feet. Water enters the culvert at a head unit located east of the South 27th Avenue right-of-way and emerges on the west side, north of Apex Drive, approximately 100 feet from the northeast property corner of Lot 3. As part of the proposed subdivision, improvements to a segment of South 27th Avenue that crosses over the existing Middle Creek Ditch culvert are required in order to comply with City of Bozeman development standards. The proposed improvements consist of widening of S. 27th and installation of sidewalk, curb and gutter, and a center median. Additionally, a water main must be installed to provide service to the lots located on the east side of the Gran Cielo, Phase 3 subdivision. This installation will require a connection to the existing water main beneath South 27th Avenue, necessitating a crossing below the existing culvert. Based on the known inverts of the culvert, WWC does not anticipate any conflict with the culvert and adequate separation can be maintained between the new main and existing culvert. These improvements will not modify the existing culvert, affect the flow of water through the structure, or disrupt water delivery to downstream users. A layout of the proposed subdivision and associated improvements is attached for your reference. Please respond at your earliest convenience with any comments or questions to the email provided below, or feel free to contact me directly at 406-586-0262. Please note that you will have 45 days to respond to this notification per BMC Section 38.360.280.B. Thank you for your time and consideration. Sincerely, ________________________ Erik Ringsak, PE eringsak@wwcengineering.com Appendix Proposed Subdivision Layout Proposed South 27th Street Improvements 100.86' (TYP.)100.86' (TYP.)W SSSSSSWWWWWWWWWWWWWWWWWWWSS W W W W WWWWWW WWWSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSW W W W W SS SS W ST STSTSTSTSTSTSTST STSTSTSTSTSTSTSTSTWCERTIFICATE OFSURVEY No. 3098,PARCEL BZONING: R-4ZONING: REMUOWNERS:HYALITE VILLAGEINVETSORS L.L.C.PO BOX 908SANTA FE NM87504-0908OWNERS:MARSHALL & LUZANNBENNETT5532 STUCKEY RD.BOZEMAN, MT 59718OWNER:MILDRED RAFFETYTRUST901 LYNN ROADHELENA MT 59602-7027WWWWWWWWWWWWWWWWWWWWWWSSSSWWWW W W W W W W WWWEXISTING 8" DIWATER MAINEXISTING 8" DIWATER MAINEXISTING 8" DIWATER MAINEXISTING SSMH (TYP.)EXISTING STORMPIPE (TYP.)EXISTING 8" PVC SEWER MAINEXISTING 10" PVCSEWER MAINSSS SS SS SS SS SS SS SS SS SSEXISTING 15" PVCSEWER MAINSSS SSSSSSSSSSSSSSSSSSSSSSWSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSLOT 144339 SFLOT 284192 SFLOT 393010 SFLOT 353465 SFLOT 343446 SFLOT 333427 SFLOT 323408 SFLOT 303370 SFLOT 313389 SFLOT 373010 SFLOT 383010 SFLOT 403024 SFLOT 414994 SFLOT 424418 SFLOT 433751 SFLOT 15113 SFLOT 155113 SFLOT 164145 SFLOT 214841 SFLOT 53833 SFLOT 43833 SFLOT 23963 SFLOT 203833 SFLOT 193833 SFLOT 183833 SFLOT 173833 SFLOT 224841 SFLOT 233833 SFLOT 243833 SFLOT 253833 SFLOT 263833 SFLOT 273833 SFLOT 84841 SFLOT 93833 SFLOT 103833 SFLOT 113833 SFLOT 123833 SFLOT 133833 SFS01°27'30"W, 140.23'N89°15'48"W, 441.68'S89°24'55"E, 595.31'S01°27'30"W, 31.57'Δ = 33°06'53"R = 255.00'L = 147.38'CH = S18°00'56"W145.34'S3 4 ° 3 4 ' 2 1 " W , 1 0 1 . 2 5 'ALLEY (30' R.O.W.)ALLEY (30' R.O.W.) ALLEY (30' R.O.W.)EXISTING 8" DI WATER MAINPROPOSED STORMBASIN LOCATIONN01°22'34"E, 580.88'10.00' UTILITYEASEMENT10.00' UTILITYEASEMENT10.00' UTILITYEASEMENT38.00'(TYP.)38.00'(TYP.)53.62'278.33'31.00'32.12'33.47'32.46'50.00'41.39'51.39'40.14'50.00'40.00'51.39'41.39'35.50'32.50'(TYP.)90.32'93.90'37.00'(TYP.)44.51'66.41'PROPOSED 10.00'PEDESTRIAN R.O.W.SETBACK (TYP.)EXISTING HYDRANT (TYP.)LOT 4642919 SFLOT 455318 SFLOT 443153 SFO.S. 31807 SF10.00' UTILITYEASEMENTPROPOSED 30.00' UTILITYEASEMENTSOUTH 28TH AVENUE (60' R.O.W.)BENNETT BOULEVARDSOUTH 29TH AVENUE APEX DRIVESOUTH 27TH AVENUE LOT 293351 SFLOT 364025 SFO.S. 21008 SFLOT 74841 SF38.00'(TYP.)38.00'(TYP.)100.86' (TYP.)100.86' (TYP.)38.00'48.00'48.00'38.00'10.00'10.00'PROPOSED 10.00'PEDESTRIAN R.O.W.SETBACK (TYP.)10.00'32.00'(TYP.)45.00'Δ = 7°06'25"R = 345.00'L = 42.79'CH = S31°01'12"W42.76'Δ = 26°00'34"R = 345.00'L = 156.61'CH = S14°27'46"W155.27'LOT 63833 SFO.S. 11009 SFLOT 33833 SFK:\Bozeman\Bozeman Haus LLC\2025380 Gran Cielo 1 – Phase 3\05CAD\Design\Source\25380-SITE.dwg 11X17 LANDSCAPE (4) 10/16/2025 10:34:58 AM 0SCALE: 1" = 80'80'40'DESIGNED BY:DRAWN BY:CHECKED BY:DATE:EWRHDWEWROCT 2025SHEET1NO.DATEREVISIONPREPARED BY BY SUBDIVISION LAYOUT BOZEMAN HAUS, LLC BOZEMAN, MT GRAN CIELO SUBDIVISION - PHASE 3 ENGINEERING PROJECT NO. 2025380 895 TECHNOLOGY BLVD., SUITE 203 BOZEMAN, MT 59718 (406) 586-0262 www.wwcengineering.com Location of existingMiddle Creek ditchculvertCulvert InletCulvert DaylightApprox location ofproposed culvert & watermain crossingPreliminary10/20/2025 1:29:08 PM STSTSTOHP OHP OHP OHP OHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPNGNGNGNGNGNGNGNGNGNGNGNGSTOHPOHPNGSSSSSSSS SS SS SS SS SS SS SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS SSSSSSSTSTSTSTSTNG SSSSSS FOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOCOMM COMM COMM COMM COMM COMM COMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMM W W W W W W W WWW WW WWWWWWWWWW W WW WWW WWWWWWWW W WWWWWWWWWSDSD EXT'G 7' Ø SHRUBEXT'G CATCH BASINEXT'G 8" DIWATER MAINEXT'G 13.5" X 22"ARCH RCPEXT'G SSMHEXT'G SSMHRIM = 4948.19EXT'G SSMHRIM = 4947.57EXT'G GRAVEL ROADEXT'G GRAVEL ROADEXT'G SSMHEXT'G HOUSEEXT'G BUILDINGEXT'G HOUSESTSTSTSTSTSTSTSTSTSTEXT'G 12" DIWATER MAINEXT'G SDMH (TYP)EXT'G ASPHALT ROAD EXT'G CURBAND GUTTER(TO REMAIN)EXT'G CURB(TO BE REMOVED)EXT'G ADA RAMPSEXT'G POWER POLE (TYP)EXT'G CURBAND GUTTER (TO REMAIN)EXT'G LIGHT POLE (TYP)W BENNETT BLVD APEX DR.S 27TH AVE.49464948 495049524954495649584958R150.0'R150.0'℄ R300.0'R100.0'R100.0'49504952495449484956PROPOSED CURBAND GUTTERSTA: 9+38.47, 24.00' LTPTTBC EL. 4949.73'STA: 10+39.71, 24.00' LT PCTBC EL. 4950.93'STA: 12+13.09, 24.00' LTPTTBC EL. 4953.53'PROPOSEDSIDEWALKSTA: 7+64.80, 24.00' LTPCTBC EL. 4947.99'STA: 16+07.10, 2.00' LTMATCH EXT'G CURBTBC EL. ± 4959.79'NOSE DOWN CURBNOSE DOWN CURBSTA: 9+00.33TBC EL. 4950.00'STA: 9+00.33TBC EL. 4950.08'STA: 11+86.41, 3.50' LTTBC EL. 4953.79'STA: 11+86.41, 0.60' RT TBC EL. 4953.87'STA: 13+57.26ADA ACCESSIBLE RAMP(SEE DETAILS SHEET)PROPOSEDCONTOURS (TYP.)4948495049524954494816+077+008+009+0010+0011+0012+0013+0014+0015+0016+00℄ R301.5'STA: 9+16.55, 2.31 LTPC TBC EL. 4950.19'STA: 9+38.47, 3.50' LTPT TBC EL. 4950.38'YELLOW FLEX DELINEATORBEHIND CURBR2.5'STA: 10+39.71, 3.50' LTPT TBC EL. 4951.58'STA: 11+67.18, 2.39' RTPT TBC EL. 4953.52'STA: 11+51.05, 3.50' RTPC TBC EL. 4953.25'YELLOW FLEX DELINEATORBEHIND CURBR2.5'STA: 15+18.05, 17.80' LTPVI/PTTBC EL. ± 4957.92'STA: 15+51.05, 8.50' LTPCTBC EL. ± 4958.70'STA: 14+76.97, 24.00' LTPCTBC EL. ± 4957.41'STA: 14+16.00, 24.00' LTPVITBC EL. ± 4956.78'PROPERTY LINESTA: 10+00.00, 24.00' LTPVITBC EL. 4950.34'STA: 13+00.00, 24.00' LTPVITBC EL. 4954.81'4956STA: 13+84.29, 24.00' LTCONSTRUCT CONCRETE DRIVEWAY APPROACHPER C.O.B. STD. DWG NO. 02529-114958XXXXXXXXXXXXXXXXXXXPROPOSED FENCE(MATCH EXISTING)EXISTING FENCE(TO REMAIN)STA: 7+03.56, 24.00' LTCONSTRUCT 20' WIDEDRIVEWAY APPROACHPER C.O.B. STD. DWG NO. 02529-11STA: 7+03.56, 45.00' LTINSTALL 20' WIDE WIRE GATESTA: 13+71.15ADA ACCESSIBLE RAMP(SEE DETAILS SHEET)STA: 13+93.79ADA ACCESSIBLE RAMP(SEE DETAILS SHEET)STA: 14+10.30ADA ACCESSIBLE RAMP(SEE DETAILS SHEET)49574957YELLOW FLEXDELINEATORS (TYP-3)YELLOW FLEXDELINEATORS (TYP-3)HOT TAP EXISTING WATER MAININSTALL 1" WATERSERVICE WITH METER.RESTORE PAVEMENT TOPREVIOUS CONDITION.REPAVE DRIVEWAY FROMBACK OF SIDEWALK TOEASEMENT LINE. ENSURESEEMLESS TRANSITION TOEXISTING DRIVEWAYElevationElevation StationStationPROFILE VIEW OF SOUTH 27TH AVENUE494049504960497049404950496049707+508+009+0010+0011+0012+0013+0014+0015+0016+0016+10STA:13+00.00PVIELEV:4955.01'STA:10+00.00PVIELEV:4951.09'EXT'G GRADEEXT'G 13.5" X 22"ARCH RCPSTORM DRAINSTA:7+84.87EXISTING SDMHRIM = 4948.38 +/-INV IN = 4944.28 (S)INV OUT = 4944.28 (N)STA:8+81.48EXISTING SDMHRIM = 4949.02 +/-INV IN = 4944.78 (SE)INV OUT = 4944.78 (N)STA:9+68.56EXISTING INLET W/ GRATERIM = 4949.00 +/-INV OUT = 4945.30 (NW)1.0% +/-1.50% +/-1.70% +/-SEE SHEET 5 FOR CONTINUATIONS = 0.64%S = 0.50%S = 0.50%1.0% +/-1.50% +/-STA = 7+64.80 PC℄ ELEV =4948.19'STA = 9+38.47 PT℄ ELEV =4950.48' STA = 10+39.71 PC ℄ ELEV =4951.69' STA = 12+13.09 PT ℄ ELEV =4953.73'ROADWAY ℄ FINISH GRADESTA:14+16.00PVIELEV:4956.98'1.00% +/-STA:15+18.05PVIELEV:4958.02'1.50% +/-STA:16+07.10MATCH EXISTINGPAVEMENTELEV:±4959.33'ROAD TYPICAL SECTION(STA 7+18.65 TO STA 9+00.33)3.00%2.0'2.0'4" (2 LIFTS) TYPE-BPLANT MIX SURFACING6" OF 1 12 " MINUS CRUSHEDAGGREGATE BASE COURSE18" OF 3" MINUS AGGREGATE SUB BASE1'EXT'G ROADWAYTO REMAINEXT'G ROADWAY TOBE REMOVEDAND REPLACEDNOT TO SCALE17.0'5.0'17.0'5.0'(STA 11+86.41 TO STA 14+76.97)1'3.00%315 LB WOVEN GEOTEXTILE FABRIC (MIRAFI600X OR APPROVED EQUAL). PROOF ROLLTO DETERMINE IF SUBGRADE IS STABLE. ENGINEER SHALL WITNESS ALL TESTINGSAWCUT EXT'G PAVEMENT ASREQUIRED TO ENSURE A CLEANSTRAIGHT EDGE OF PAVEMENTEXT'G CURB TO BE REMOVED(LOCATION VARIES ALONG ROADWAY)EXT'G CURB AND GUTTERPROPOSED CURB AND GUTTERFUTURESIDEWALKBY OTHERSFUTUREBOULEVARDBY OTOHERS1'90' ROADWAY EASEMENT6.0'SIDEWALK2.00%8.0'BOULEVARD7.0'3H:1VEXISTING GROUNDEASEMENT LINE EASEMENT LINECOMPACTED SUBGRADE (TYP.)36" TALL, 3" ROUND, WHITE FLEXIBLE BICYCLELANE DELINEATORS WITH ADHESIVE BASE (TYP.)(FLEXSTAKE PRODUCT OR APPROVED EQUAL)PLACED EVERY 100' ALONG ROADWAYFROM STA 8+00.00 TO STA 13+00.00ROAD TYPICAL SECTION(STA 9+00.33 TO STA 11+86.41)3.00%2.0'EXT'G ROADWAYTO REMAINEXT'G ROADWAY TOBE REMOVEDAND REPLACEDNOT TO SCALE3.00%11.5'2.0'2.0'2.0'1'1'1'5.0'3.00%3.00%5.0'4" (2 LIFTS) TYPE-BPAVEMENT6" OF 1 12 " MINUS CRUSHEDAGGREGATE BASE COURSE18" OF 3" MINUS AGGREGATE SUB BASESAWCUT EXT'G PAVEMENT ASREQUIRED TO ENSURE A CLEANSTRAIGHT EDGE OF PAVEMENTEXT'G CURB AND GUTTERTO REMAINPROPOSED CURB AND GUTTERPROPOSED SPILL CURBFUTURESIDEWALKBY OTHERSFUTUREBOULEVARDBY OTOHERS1'90' ROADWAY EASEMENT6.0'SIDEWALK2.00%8.0'BOULEVARD7.0'3H:1VEXISTING GROUNDEASEMENT LINE EASEMENT LINECOMPACTED SUBGRADE (TYP.)8" OF CLEAN TOPSOILTO BE INSTALLED IN MEDIAN.STRIPPINGS SHALL NOT BE USED36" TALL, 3" ROUND, WHITE FLEXIBLE BICYCLELANE DELINEATORS WITH ADHESIVE BASE (TYP.)(FLEXSTAKE PRODUCT OR APPROVED EQUAL)PLACED EVERY 100' ALONG ROADWAYFROM STA 8+00.00 TO STA 13+00.000SCALE: 1" = 30'30'15'K:\Bozeman\2B Holdings LLC\2024250 S 27th Ave- Infrastructure Design\05CAD\Sheets\Infrastructure\Roadway.dwg 6 4/8/2025 9:08:45 AM DESIGNED BY:DRAWN BY:CHECKED BY:DATE:CGBJRHCGB08/2024SHEET6NO.DATEREVISIONPREPARED BY BY ROAD PLAN AND PROFILE 2 2B HOLDINGS LLC BOZEMAN, MT S 27TH AVE INFRASTRUCTURE ENGINEERING PROJECT NO. 2024250 895 TECHNOLOGY BLVD., SUITE 203 BOZEMAN, MT 59718 (406) 586-0262 www.wwcengineering.com 1.04/2025REVISED PER CITY COMMENTS JRH PLAN VIEW OF SOUTH 27TH AVENUENOTE:1.CONTRACTOR SHALL NOT ENCROACH ONTO PRIVATEPROPERTY OUTSIDE OF ROADWAY EASEMENT.2.LANDSCAPING AND IRRIGATION DESIGN TO BECOORDINATED WITH CITY OF BOZEMAN.Preliminary10/20/2025 1:23:26 PM