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HomeMy WebLinkAbout07-01-19 City Commission Packet Materials - A1. Res 5055, Creating SILD 754 for the Catron Crossing Subsivision Commission Memorandum REPORT TO: Honorable Mayor and City Commission FROM: Laurae Clark, Treasurer Kristin Donald, Finance Director SUBJECT: Resolution No.5055 / Creation of Special Improvement Lighting District #754 for Catron Crossing Subdivision MEETING DATE: July 1, 2019 AGENDA ITEM TYPE: Action RECOMMENDATION: Approve Commission Resolution No. 5055/Creation of Special Improvement Lighting District #754 for Catron Crossing Subdivision. BACKGROUND: The Commission did on June 3, 2019 approve Commission Resolution No. 5054/Intent to Create Special Improvement Lighting District #754 for Catron Crossing Subdivision as per MCA 7-12-4301. The property owners have been noticed of the public hearing on this date. Creating a lighting district is a requirement of final plat approval. FISCAL EFFECTS: As a result of creating this lighting district, the City will pay the associated power bills and schedule system maintenance. We will recover these costs by billing property owners each year on their City Assessment bill. It is estimated to cost $5.71 per acre within the district or $120.84 annually for the entire district. ALTERNATIVES: As suggested by the City Commission. Attachments: Resolution No. 5055 Report compiled on: May 23, 2019 98 Page 1 of 4 RESOLUTION NO. 5055 A RESOLUTION OF THE CITY COMMISSION OF THE CITY OF BOZEMAN, MONTANA, RELATING TO LIGHTING DISTRICT NO. 754 (CATRON CROSSING SUBDIVISION) CREATING THE DISTRICT FOR THE PURPOSE OF MAINTAINING LIGHTING IMPROVEMENTS AND ASSESSING THE COSTS OF MAINTENANCE AND ENERGY THEREFOR TO BENEFITTED PROPERTY BY THE LEVY OF SPECIAL ASSESSMENT. BE IT RESOLVED by the City Commission (the “Commission”) of the City of Bozeman, Montana (the “City”), as follows: Section 1 Passage of Resolution of Intention. This Commission, on June 3, 2019, adopted Resolution No. 5054 (the “Resolution of Intention”), pursuant to which this Commission declared its intention to create a special lighting district, designated as Special Lighting District No. 754 (Catron Crossing Subdivision) of the City (the “District”), under Montana Code Annotated, Title 7, Chapter 12, Part 43, as amended (the “Act”), for the purpose of financing costs of certain local improvements described generally therein (the “Improvements”) and paying costs incidental thereto, including costs associated with the creation and administration of the District. Section 2 99 Resolution 5055, Creation of SILD 754 for Catron Crossing Subdivision Page 2 of 4 Notice and Public Hearing. Notice of passage of the Resolution of Intention was duly published, posted and mailed in all respects in accordance with law, and on July 1, 2019, this Commission conducted a public hearing on the creation of the District and the making of the Improvements. The meeting of this Commission at which this resolution was adopted is the first regular meeting of the Commission following the expiration of the period ended 15 days after the first date of publication of the notice of passage of the Resolution of Intention (the “Protest Period”). Section 3 Protests. Within the Protest Period, no protests were filed with the City Clerk. Section 4 Creation of the District; Insufficiency of Protests. The District is hereby created on the terms and conditions set forth in and otherwise in accordance with, the Resolution of Intention. The findings and determinations made in the Resolution of Intention are hereby ratified and confirmed. Section 5 Preparation and Levying of Assessments. It shall be the duty of the City Clerk to prepare all necessary schedules and resolutions for the levying of assessments in the District necessary to finance the Improvements and present such resolution to this Commission for adoption in conformance with Section 7-12-4328, M.C.A., on or before the first Monday in October. The City Clerk is authorized to provide notice of the resolution of assessment and schedule a public hearing therefore in conformance with Sections 7-12-4329 and 7-12-4330, M.C.A., and upon final passage of such resolution deliver it to the City Treasurer. Section 6 Lighting District Fund Established. There is hereby created a fund to be known as the Special Lighting District No. 754 Fund (the “Fund”). All money derived from the collection of the 100 Resolution 5055, Creation of SILD 754 for Catron Crossing Subdivision Page 3 of 4 assessments as provided in Section 5 herein and the Act shall be deposited in the Fund and used to pay costs of the Improvements. PASSED, ADOPTED, AND APPROVED by the City Commission of the City of Bozeman, Montana, this 1st day of July, 2019. ___________________________________ CYNTHIA L. ANDRUS Mayor ATTEST: ____________________________________ ROBIN CROUGH City Clerk APPROVED AS TO FORM: ___________________________________ KAREN STAMBAUGH Acting City Attorney 101 Resolution 5055, Creation of SILD 754 for Catron Crossing Subdivision Page 4 of 4 CERTIFICATE AS TO RESOLUTION AND ADOPTING VOTE I, the undersigned, being the duly qualified and acting recording officer of the City of Bozeman, Montana (the “City”), hereby certify that the attached resolution is a true copy of Resolution No. 5055. entitled: A RESOLUTION OF THE CITY COMMISSION OF THE CITY OF BOZEMAN, MONTANA, RELATING TO LIGHTING DISTRICT 754 (CATRON CROSSING SUBDIVISION); CREATING THE DISTRICT FOR THE PURPOSE OF MAINTAINING LIGHTING IMPROVEMENTS AND ASSESSING THE COSTS FOR MAINTENANCE AND ENERGY THEREFOR TO BENEFITTED PROPERTY BY THE LEVY OF SPECIAL ASSESSMENT. 5055 (the “Resolution”), on file in the original records of the City in my legal custody; that the Resolution was duly adopted by the City Commission of the City at a meeting on July 1, 2019 and that the meeting was duly held by the City Commission and was attended throughout by a quorum, pursuant to call and notice of such meeting given as required by law; and that the Resolution has not as of the date hereof been amended or repealed. I further certify that, upon vote being taken on the Resolution at said meeting, the following Commissioners voted in favor thereof: ____________________________________________________________________________ ; voted against the same: ____________; abstained from voting thereon: _______ ; or were absent: ___________ . WITNESS my hand officially this 2nd day of July, 2019. ___________________________________ ROBIN CROUGH City Clerk 102 M HH 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W8W8W8W8WHYD 4W4W4W6SS 8S 8S 8S S8S 8S 8S 8S 8S SS8S 8S 8S 8S 8SD 18SD18SD15SD15SDDLOT 42.18 acs.LOT 93.00 acs.LOT 82.83 acs.LOT 31.77 acs.LOT 50.93 acs./// //////EX 8 SSEX 8 SSEX 8 SSEX 8 SSEX SS SV C EX 27 SSEX 27 SSEX 27 SSEX 27 SSEX 27 SSEX 27 SSEX 27 SSEX 12 WEX 12 WEX 12 WEX 12 WEX 12 WEX 12 WEX 12 WEX 12 W/////////>>>>>>>>> >>>>>>> > >> > >> > >>>>>>>>>>>>>>>>>>>>>>> ////// /// /// /// E8W ////////////3+00 4+005+006+007+008+008+50N38°49 ' 2 5 " W 99.35' N12°11'23"W 160.62' N0°48'41"E 146.60' NEW 48" Ø COMBINATION STORM DRAIN MANHOLE & INLET #I-01-AWITH EJIW 7030 Z1 FRAME & 7030M6 GRATE TBC = 4650.6563 GRATE @ FL = 4650.1980 12" HP STORM INV OUT (W) = 4647.4200 SUMP = 4645.4200 STORM DRAIN PIPE P-1-A ±25.3869 LF (±29 LF BID QTY) 12" HP STORM PIPE @ ±2.0000% SLOPE NEW 48" Ø COMBINATION STORM DRAIN MANHOLE & INLET #I-01-B WITH EJIW 7030 Z1 FRAME & 7030M6 GRATE TBC = 4650.4937 GRATE @ FL = 4650.0354 12" HP STORM INV IN (E) = 4646.912312" HP STORM INV OUT (W) = 4646.8123 SUMP = 4644.8123 STORM DRAIN PIPE P-1-B ±15.3869 LF (±19 LF BID QTY) 12" HP STORM PIPE @ ±2.0000% SLOPE STORM DRAIN PIPE P-1-C ±18.1934 LF (±20 LF BID QTY) 12" HP STORM PIPE @ ±1.0000% SLOPE NEW 48" Ø STANDARD STRAIGHTSTORM DRAIN MANHOLE #M-01 RIM = 4650.7344 12" HP STORM INV IN (E) = 4646.5045 12" HP STORM INV IN (SW) = 4646.5045 15" HP STORM INV OUT (NW) = 4646.2587 SUMP = 4644.2587 12" HP STORM PIPE INV = 4646.6865 3.50'3.50'1.00' 4635 4640 4645 4650 4655 4660 4665 4635 4640 4645 4650 4655 4660 4665 FG-4654.13EG-4654.133+00 FG-4653.45EG-4653.454+00 FG-4652.25EG-4652.255+00 FG-4651.49EG-4651.496+00 FG-4650.37EG-4650.377+00 FG-4649.36EG-4649.368+00FG-4653.49EG-4653.49FG-4652.86EG-4652.86FG-4651.76EG-4651.76FG-4650.94EG-4650.94FG-4649.81EG-4649.81-0.80% -1.46%STA=3+31.16ELEV=4653.81STA=6+57.23ELEV=4651.20STA=7+43.35ELEV=4649.94MHH8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W8W8W8W8W8W8W8W8W8W8W8W8W6WH YD8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S S6SS6SSD12SD12SD12SD12SD15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD12SD12SD12SDDEX 27 SSEX 27 SSEX 27 SSEX 27 SSEX 27 SSEX 27 SSEX 27 SSEX 27 SSEX 27 SSEX 27 SSEX 12 WEX 12 WEX 12 WEX 12 WEX 12 WEX 12 WEX 12 WEX 12 WEX 12 WEX 12 WEX 12 W7+008+0050.56 TBC PC = 50.64 TBC PC = 50.69 TBC PC =50.62 TBC PC =50.71 TBC = 50.16 TBC PC= 49.87 TBC = 50.60 TBC =50.58 TBC = 50.19 TBC = 50.64 TBC = 50.19 FL = 50.15 FL = 50.86 TBC = 50.79 TBC = 50.70 TBC = 50.77 TBC = 50.13 FL = 50.14 FL = 50.05 TBC = 49.95 FL = 49.95 TBC =49.52 SW = 49.76 TBC PC =FL= -1.46%FL= -0.99%-1.07%-1.43%49.42 FL = 49.88 TBC = R15.00' R15.00' -0.74% -1.30% 3.50'3.50'1.00' 8W 8W12SD12SD12SD12SD12SD 50.26 TBC PC= 50.19 TBC = 50.08 TBC = 49.80 TBC = 49.74 FL = 49.61 TBC = 49.56 TBC = 50.42 SW = 50.21 TBC = 50.21 TBC = 49.97 50.03 49.98 49.92 50.15 TBC = 50.08 TBC = 50.18 TBC = 50.11 TBC = 50.15 TBC = 50.28 TBC = 50.01 TBC = 50.41 TBC = 50.55 SW = 50.35 SW PC = R8.00' VERIFY SCALE! THESE PRINTS MAY BE REDUCED.LINE BELOW MEASURES ONE INCH ON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY! 2018COPYRIGHT © MORRISON-MAIERLE, INC., SHEET NUMBER PROJECT NUMBER DRAWING NUMBER DATEDESCRIPTIONNO.BY N:\2605\025\ACAD\SHEETS\2605025-R.2.DWG PLOTTED BY:COOPER KRAUSE ON Jul/02/2018 REVISIONS DRAWN BY: DSGN. BY: APPR. BY: DATE: Q.C. REVIEW DATE: BY: 2880 Technology Blvd West Bozeman, MT 59718 406.587.0721 www.m-m.net engineers surveyors planners scientists MorrisonMaierle CATRON CROSSING ROADWAY / STORM DRAIN IMPROVEMENTS 2605.025 BOZEMAN MONTANA STREET B 4 R.2 ES ES TEE 06/2018                         CATRON CREEK STREET B STREE T A HORIZ. SCALE IN FEET VERT. SCALE IN FEET 0 0 50 25 50 100 5 2.5 5 10 STA 6+45.75 END TYPICAL SECTION. EAST SIDE CURB SLOPE PER DETAIL 1, THIS SHEET. STA 3+31.16 BEGIN CONSTRUCTION MATCH EXISTING ASPHALT AND CONCRETE A B A B CURVE DATA R= 152.00' I L= 71.43' I Δ= 26°55'24" PC= 3+92.19 I PT= 4+63.30 R= 150.00' I L= 33.93' I Δ= 12°57'40" PC= 6+23.61 I PT= 6+57.54 SCALE: 1" = 10" INTERSECTION DETAIL INTERSECTION DETAILS SEE DETAIL SEE DETAIL D-1 2 4/6/2018 PROPOSED FINISHED GRADE AT CENTERLINE EXISTING GROUND STREET B 30' TBC- TBC D-1 2 R-2 1 STREET B STR E E T A DECORATIVE CONCRETE CROSSWALK SEE DETAIL (TYP) D-1 4 INSTALL DOUBLE GUTTER SEE COB STD DETAIL 02529-1 (TYP.) Know what's below. before you dig.Call R INSTALL PEDESTRIAN RAMP SEE DETAIL (TYP) D-1 3 PROPOSED STREET LIGHT PROVIDE 2-#10CU & 1-#10 CU GND IN 1" C.O. AND PULL BOX R15.00' R15.00' UTILITY CONDUITS (TYP.) D-1 6 PROVIDE 2-#10CU & 1-#10 CU GND IN 2" C.O. BETWEEN METER AND PULL BOX. CONNECT TO 20A/2P BREAKER METER PEDESTAL ASSEMBLY METER PEDESTAL. SEE DETAIL ON E.1 COORDINATE WITH UTILITY TO ROUTE 2" C.O. TO NEAREST TRANSFORMER. PROPOSED POWER AND COMMUNICATIONS UTILITIES (TYP.) TYPICAL DOUBLE GUTTER DIMENSIONS 103