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MINDEN CAN DO IT! MARCH 5th 2025 Town Board Meeting ---PAGE BREAK--- ---PAGE BREAK--- ---PAGE BREAK--- ---PAGE BREAK--- ---PAGE BREAK--- ---PAGE BREAK--- The Minden Town Board meeting was held starting at 5:30 p.m. on Wednesday, February 5, 2025, at 1602 Esmeralda Ave, Minden, Nevada. Board Members present: Bill Driscoll, Bryan Davis, Steve Thaler, Mimi Moss and Larry Walsh. Staff present: Jim Cavilia, Jeff Cady, JD Frisby, and Rachel Hamer. Chairman Walsh called the meeting to order at 5:30 p.m. The Pledge of Allegiance was led by Member Thaler. PUBLIC COMMENT: None APPROVAL OF AGENDA: Thaler/Driscoll moved and seconded approval of the February 5, 2025, Agenda with one correction to the APN on the Administrative Agenda Item #1 that should read 1320-33-210- 032. Motion carries unanimously. APPROVAL OF MINUTES: Moss/Davis moved and seconded approval of the January 8, 2025, Board Meeting Minutes. ACKNOWLEDGEMENT OF GIFTS: None PRESENTATION OF EMPLOYEE AWARDS: Mr. Frisby presented Rachel Hamer with her 15 year service award. BOARD MEMBER REPORTS: Items on the Administrative Agenda will not be discussed during Board Member committee reports. No action may be taken on a matter raised under this portion of the agenda until the matter has been specifically included on an agenda as an item upon which action may be taken. Discussion may include a report on activities of committees or general information of interest to the Board. Mr. Frisby brought up the different committees that the Town looks to have representation at. Board members chose which committees they wished to sign up for. Carson Valley Chamber of Commerce – Bill Driscoll Carson Valley Visitors Authority – Larry Walsh Carson Valley Arts Council – Steve Thaler Events Committee – Mimi Moss and Bryan Davis CONSENT AGENDA: Items may be moved to or from the Consent Agenda at the beginning of the Board meeting during the Approval of the Consent Agenda. Items on the Consent Agenda may be voted on in a block, i.e., with one motion on all those items, one second to the motion, and one vote by the Board members. Items removed from the Consent Agenda will be heard immediately following the Consent Agenda in the order in which they appear in the Consent Agenda. Public comment: None 1. Approval of the January 2025 financial report including claims paid December 27, 2024, through January 24, 2025, for Fiscal Year 24/25. ---PAGE BREAK--- Minden Town Board Minutes February 5, 2025 Page 2 of 4 Driscoll/Moss moved and seconded approval of the Consent Agenda as presented. Motion carries unanimously. ADMINISTRATIVE AGENDA: The following item(s) are scheduled for public hearing. At the beginning of each item, the Chairman will call the item. Normally, the applicant and/or its representatives are permitted to speak first, and then Town Staff may present a summary of the staff report and recommendation, including any updated information received by the Town after the reports were distributed. Next, Board discussion, and then the Chairman will open the hearing to public comment. For items on which action is to be taken, the Chairman will close the hearing of public comment before a motion is made and a vote is taken. The Chairman has the right to establish reasonable time limits for comments and to allow for rebuttal comments. 1. For possible action: Discussion and possible action to approve, approve with conditions, deny, or continue a request by the Town of Gardnerville to construct a restroom on the Town of Minden’s Parcel APN 1320-33-210-032. Appearance by Erik Nilssen, Town of Gardnerville Manager. Mr. Nilssen, the Gardnerville Town Manager, gave a presentation regarding the history of the Mountain View Park and the proposed restrooms at the parcel in question. He gave an explanation as to why the location is desirable due to deed restrictions for the open space. Mr. Frisby provided additional information, and went over the site limitations. He showed maps of the existing site and where the location of the proposed well site will be. Mr. Frisby expressed concern with not knowing what the exact foot print of the well site will be. Member Davis asked the timeline for the design of the well house. Mr. Frisby relayed he believe it was six months from the contract approval. Member Moss asked for clarification regarding the planned development and the original approval. Mr. Nilssen relayed there have been no changes. Member Thaler asked questions regarding the Gardnerville Masterplan, and he encouraged Gardnerville to put in restrooms. Vice- Chairman Driscoll asked for clarification on the backup plan and if there is feedback from an HOA. It was relayed there is not an HOA for that particular subdivision. Public comment: Merrill Hanson, a property owner by the pond in question, gave public comment regarding the need for judicial approval because of the possible third party right. He also mentioned that he sees the need for a restroom, but there are unpleasant things that come along with structures. He mentioned that he may even be willing to put a restroom on his property within the vicinity of the pond. Jeffery Chase, a property owner next to the proposed location, gave public comment regarding the placement of the well house, and expressed he did not wish to have a public restroom behind his home. Robert Pohlman gave public comment regarding collaboration with the Town of Gardnerville so that they have the ability to move forward on any grant opportunities. Jim Zewan, a property owner next to the proposed location, gave public comment regarding the deed restrictions and other options of restroom locations. Julie Duda, a property owner next to ---PAGE BREAK--- Minden Town Board Minutes February 5, 2025 Page 3 of 4 the proposed location, gave public comment regarding the opposition of the placement of the restroom, the park plan, and the deed restriction. Maureen Casey gave public comment regarding collaboration with the Towns on something that may be beneficial to both. Greg Garrett gave public comment regarding the need to blend in with the environment if it is put in or, or look at alternative locations. Member Davis expressed a desire to see what the well house site is going to look like before moving forward with anything else, and not rush into anything. Member Moss brought up the issues with the deed restrictions. She expressed concern with where the well house will go in due to setbacks, berms, and the flood zone. She relayed that tabling the item may be the way to go until the Town knows what the design for the well house looks like. Member Thaler agreed with Member Moss regarding the possibility of pushing this out until we know what the design will look like. Vice Chairman Driscoll relayed he understands why people don’t want public restrooms in a backyard. He encouraged Gardnerville to explore other options. Chairman Walsh spoke of going to the site and understands the desire to not have a restroom there. He believes there is cause to table the item. After thoughtful and intelligent deliberation, Thaler/Moss moved and seconded continuation to another meeting date, for the request by the Town of Gardnerville to construct a restroom on the Town of Minden’s Parcel APN 1320-33-210-032. Motion carries unanimously. 2. For presentation only: A presentation by Douglas County Parks and Recreation regarding the collaboration with the Carson Valley Arts Council for the possible acquisition of the Ironwood Cinemas building at 1760 N. Hwy 395 (APN 1320-30-211-093) for the creation of a performing arts center. Appearance by Brook Adie, Douglas County Community Services Director. Brook Adie, the Douglas County Community Services Director, gave a presentation on the proposed Douglas County Cultural & Performing Arts project. The project includes using restricted room tax to lease, and to ultimately purchase the Ironwood Cinemas building. The conceptual drawings and ideas show renovating several of the theaters as well as turning four of the existing into performing arts auditorium. Kelly Bland, the current property owner, gave some background on the history of the building and the situation with the existing tenants. Brian Fitzgerald, the Carson Valley Arts Council President, spoke to what the partnership between the County and CVAC will look like. Vice Chairman Driscoll asked if there was any situation where general fund will be used. Mrs. Adie relayed funds will only be from the room tax, clarification was given that approximately $47K will be expensed each year to fund this from the room tax. Member Thaler expressed excitement and support of the project, but communicated a need for more seating. Member Moss expressed agreement with a great repurpose of the building. Member Davis and Chairman Walsh echoed thanks for the presentation and agreed that the repurpose of the building is a great thing for the community. Public comment: Francie Palmer gave public comment in support of the proposal. ---PAGE BREAK--- Minden Town Board Minutes February 5, 2025 Page 4 of 4 This item is only for presentation. 3. For possible action: Discussion and possible action to approve, approve with conditions, continue, or deny the revised Town of Minden Merit System to align with the updated core value rating system. Appearance by JD Frisby, Town Manager. Mr. Frisby relayed that this item is before the board as administrative clean up to the evaluation rating system. He offered to answer any questions the board may have. No board comments. Public comment: None After thoughtful and intelligent deliberation, Davis/Moss moved and seconded approval of the revised Town of Minden Merit System to align with the updated core value rating system. Motion carries unanimously. 4. For possible action: Discussion and possible action to direct Staff in relation to Staff Reports. Discussion shall include a Staff Report on the activities, progress on or status of assigned tasks and projects, or general information regarding operations and projects related to trash, retail and wholesale water service, and other functions of the Town of Minden. Appearance by Jeff Cady, Public Works Superintendent, and JD Frisby, Town Manager. Mr. Cady gave a short update on the GIS System Project and offered to answer any questions the board may have on his report which was included in the packet materials. Mr. Frisby gave a short update on a few items of interest to the board. He offered to answer any questions the board may have. Board comments included Public comment: None ADJOURNMENT: Chairman Walsh adjourned the meeting at 7:32 p.m. ---PAGE BREAK--- General AdVal Trash Cap Equip Wholesale Water Deposit 41,255.56 $ - $ 27,871.33 $ 630.00 $ 37,096.09 $ 7,225.46 $ 3,100.00 $ Fund Account Number (Verify Fund Account) Vendor Invoice Number Description Claim Amount Total M-T-D 1/31/2025 639 639.919.520.211 Wholesale Board Compensation Steven Thaler February 2025 board compensation 500.00 $ (2,550.00) $ 500.00 $ 1/31/2025 639 639.919.520.211 Wholesale Board Compensation Bryan Davis February 2025 board compensation 500.00 $ (2,550.00) $ 1,000.00 $ 1/31/2025 639 639.919.520.211 Wholesale Board Compensation Bill Driscoll February 2025 board compensation 500.00 $ (2,550.00) $ 1,500.00 $ 1/31/2025 639 639.919.520.211 Wholesale Board Compensation Marie Moss February 2025 board compensation 500.00 $ (2,550.00) $ 2,000.00 $ 1/31/2025 639 639.919.520.211 Wholesale Board Compensation Larry Walsh February 2025 board compensation 550.00 $ (2,550.00) $ 2,550.00 $ 1/31/2025 630 630.911.550.001 General Misc Expenses Alspen Sierra Coffee Roasting 244562 Coffee 99.25 $ 637.85 $ 2,649.25 $ 1/31/2025 630 630.917.532.028 General Uniforms CAL Ranch Stores 6174 Dan work pants 45.48 $ (100.01) $ 2,694.73 $ 1/31/2025 635 635.912.532.028 Trash Uniforms CAL Ranch Stores 6174 Dan work pants 17.50 $ (1,931.32) $ 2,712.23 $ 1/31/2025 639 639.919.532.028 Wholesale Uniforms CAL Ranch Stores 6174 Dan work pants 7.00 $ 690.83 $ 2,719.23 $ 1/31/2025 630 630.917.532.028 General Uniforms CAL Ranch Stores 6191 Dan work pants 55.99 $ (100.01) $ 2,775.22 $ 1/31/2025 635 635.912.532.028 Trash Uniforms CAL Ranch Stores 6191 Dan work pants 23.99 $ (1,931.32) $ 2,799.21 $ 1/31/2025 635 635.912.532.028 Trash Uniforms CAL Ranch Stores 6202 Josh work pants 71.98 $ (1,931.32) $ 2,871.19 $ 1/31/2025 630 630.916.520.149 General Maint Parks/LandscapeDesert Star Landscaping TOM0125 Landscaping contract 6,800.00 $ 67,400.00 $ 9,671.19 $ 1/31/2025 630 630.911.550.034 General Special Events Home Depot 2021690 storage containers for Xmas decorations 129.92 $ 6,670.44 $ 9,801.11 $ 1/31/2025 630 630.915.533.817 General Small Projects Home Depot 16514 Fencing for Dapple 367.44 $ 3,132.56 $ 10,168.55 $ 1/31/2025 635 635.912.532.015 Trash Maint & Repair Preferred Truck & Equipment 00128397 Trash truck 6225 Hydraulic pump & filter 2,398.30 $ (4,114.98) $ 12,566.85 $ 1/31/2025 630 630.917.532.028 General Uniforms Work World [PHONE REDACTED] Saul pants 70.00 $ (100.01) $ 12,636.85 $ 1/31/2025 635 635.912.532.028 Trash Uniforms Work World [PHONE REDACTED] Saul pants 30.00 $ (1,931.32) $ 12,666.85 $ 1/31/2025 640 640.913.532.001 Water Op. Supplies USA Blue Book Inv00588131 couplings 355.90 $ (55.36) $ 13,022.75 $ 1/31/2025 640 640.913.532.001 Water Op. Supplies USA Blue Book Inv00594666 Blue Tri-view marking posts 226.72 $ (55.36) $ 13,249.47 $ 1/31/2025 630 630.915.532.015 General Maint & Repair Construction Sealant & Supply R173174 Hydraulic mixer motor 642.72 $ 14,800.15 $ 13,892.19 $ 1/31/2025 630 630.915.532.091 General Signs Amazon Capital Services 6 - end of road marker signs 396.18 $ 1,103.82 $ 14,288.37 $ 1/31/2025 630 630.911.532.015 General Repair & Maintenance Amazon Capital Services Window decals 14.99 $ (115.72) $ 14,303.36 $ 1/31/2025 630 630.916.532.015 General Maint & Repair Amazon Capital Services Bathroom sinks 125.46 $ 34,654.79 $ 14,428.82 $ 1/31/2025 630 630.916.532.015 General Maint & Repair Amazon Capital Services Electic heater 299.99 $ 34,654.79 $ 14,728.81 $ 1/31/2025 630 630.911.533.800 General Office Supplies Amazon Capital Services Office supplies 41.50 $ 1,896.58 $ 14,770.31 $ 1/31/2025 630 630.911.533.802 General Small Equipment Amazon Capital Services Wireless keyboard & mouse 36.99 $ (1,360.44) $ 14,807.30 $ 1/31/2025 640 640.913.521.100 Water Pro. Services B&L Backflow Testing 32974-Gauge backflow testing calibration 98.79 $ 33,497.05 $ 14,906.09 $ 1/31/2025 630 630.911.520.085 General Communications AT&T Mobility X01212025 cellular services 287.02 $ 515.14 $ 15,193.11 $ 1/31/2025 635 635.912.520.085 Trash Communications AT&T Mobility X01212025 cellular services 171.76 $ 949.55 $ 15,364.87 $ 1/31/2025 639 639.919.520.085 Wholesale Communications AT&T Mobility X01212025 cellular services 171.84 $ 3,710.66 $ 15,536.71 $ 1/31/2025 640 640.913.520.085 Water Communications AT&T Mobility X01212025 cellular services 128.90 $ 590.65 $ 15,665.61 $ 1/31/2025 630 630.000.220.000 General Refundable Dep. (CVIC)Helaing Arenas Inc. CVIC Hall 5/17 Refund of rental deposit 750.00 $ (27,550.00) $ 16,415.61 $ 2/7/2025 630 630.916.520.198 General Recycling Expense Bently Ranch 212775 January Parks Waste 117.00 $ (140.00) $ 16,532.61 $ 2/7/2025 639 639.919.532.015 Wholesale Maint & Repair Parts House 180727 Well 3 Generator 7.98 $ 35,490.57 $ 16,540.59 $ 2/7/2025 639 639.919.520.088 Wholesale Utilities NV Energy 41723204782467 Electric 16,281.50 $ 173,693.20 $ 32,822.09 $ 2/7/2025 640 640.913.520.088 Water Utilities NV Energy 41723204782467 Electric 379.45 $ 2,664.40 $ 33,201.54 $ 2/7/2025 635 635.912.520.088 Trash Utilities NV Energy 41723204782467 Electric 409.77 $ 4,161.95 $ 33,611.31 $ 2/7/2025 630 630.915.520.088 General Utilities NV Energy 41723204782467 Electric 5,531.60 $ 36,047.67 $ 39,142.91 $ 2/7/2025 630 630.916.520.088 General Utilities NV Energy 41723204782467 Electric 2,477.79 $ 17,589.06 $ 41,620.70 $ 2/7/2025 639 639.919.520.146 Wholesale Utilites-Heybourne PT NV Energy 41723204782467 Electric 1,760.99 $ 9,251.18 $ 43,381.69 $ 2/7/2025 630 630.917.520.088 General Utilities NV Energy 41723204782467 Electric 91.08 $ 939.43 $ 43,472.77 $ 2/7/2025 630 630.915.532.015 General Maint & Repair ACE Hardware 172149 Street paint 46.74 $ 14,800.15 $ 43,519.51 $ 2/7/2025 630 630.916.532.015 General Maint & Repair ACE Hardware 172150 CVIC Hall 20.97 $ 34,654.79 $ 43,540.48 $ 2/7/2025 630 630.916.532.015 General Maint & Repair ACE Hardware 172202 CVIC Hall 7.59 $ 34,654.79 $ 43,548.07 $ 2/7/2025 630 630.916.532.015 General Maint & Repair ACE Hardware 172435 Parks Maint 25.97 $ 34,654.79 $ 43,574.04 $ 2/7/2025 630 630.916.520.187 General Internet Expense DTS Fiber 11704 CVIC Hall internet 104.94 $ 740.48 $ 43,678.98 $ 2/7/2025 630 630.917.520.085 General Communications DTS Fiber 11704 Buckeye internet 89.99 $ (89.92) $ 43,768.97 $ 2/7/2025 630 630.916.520.187 General Internet Expense DTS Fiber 12526 CVIC Hall internet 104.94 $ 740.48 $ 43,873.91 $ 2/7/2025 630 630.917.520.085 General Communications DTS Fiber 12526 Buckeye internet 89.99 $ (89.92) $ 43,963.90 $ 2/7/2025 635 635.912.520.198 Trash Recycling Douglas Disposal Services 2991678 Recycling container for January 1,033.00 $ 11,715.82 $ 44,996.90 $ 2/7/2025 630 630.911.550.034 General Special Events Home Depot J. Cady 7459 Xmas storage supplies 54.98 $ 6,670.44 $ 45,051.88 $ 2/7/2025 630 630.917.532.001 General Op. Supplies Harbor Freight Tools A. Brown 8970 Shop tools 169.99 $ 715.88 $ 45,221.87 $ 2/7/2025 630 630.917.532.001 General Op. Supplies Office Depot A. Brown 8970 Office chair (Jeff) 449.99 $ 715.88 $ 45,671.86 $ 2/7/2025 630 630.917.532.015 General Maint & Repair Floor Jack Parts Inc. A. Brown 8970 Shop Press Valve 272.32 $ 3,005.62 $ 45,944.18 $ 2/7/2025 630 630.917.520.200 General Training & Education SP Pool Certs A. Brown 8970 Pool certification (Drew) 350.00 $ 650.00 $ 46,294.18 $ 2/7/2025 630 630.911.550.001 General Misc Expenses WalMart TOM Ghost Card Board meeting refreshments 50.41 $ 637.85 $ 46,344.59 $ 2/7/2025 630 630.916.532.003 General Gas & Oil Tractor Supply Co TOM Ghost Card Forklift fuel 25.85 $ 6,652.58 $ 46,370.44 $ 2/7/2025 630 630.916.532.001 General Op. Supplies WalMart TOM Ghost Card CVIC Hall supplies 8.38 $ (2,193.82) $ 46,378.82 $ 2/7/2025 630 630.911.550.034 General Special Events WalMart TOM Ghost Card Board meeting 28.16 $ 6,670.44 $ 46,406.98 $ 2/7/2025 630 630.911.533.806 General Software Intuit Qbooks Online TOM Ghost Card Quickbooks 1/23/25 - 1/23/26 1,069.20 $ (1,307.52) $ 47,476.18 $ 2/7/2025 640 640.913.532.007 Water Water Meters Western Nevada Supply 11577435 Meter Sensus Housing 2,668.50 $ 63,947.31 $ 50,144.68 $ 2/7/2025 639 639.919.532.015 Wholesale Maint & Repair Western Nevada Supply 41592796 Maint Supplies 358.32 $ 35,490.57 $ 50,503.00 $ 2/7/2025 630 630.911.521.100 General Professional Services Allison Mackenzie 12371 Board Meeting/Complaint 1,134.50 $ 48,391.50 $ 51,637.50 $ 2/7/2025 640 640.913.521.100 Water Pro. Services Allison Mackenzie 12371 Hwy 395 water replacement 162.50 $ 33,497.05 $ 51,800.00 $ 2/7/2025 635 635.912.520.118 Trash Veh. Maint Outside Peterbilt X101257554:01 #6225 Fuel Filter 143.72 $ (9,589.29) $ 51,943.72 $ 2/7/2025 635 635.912.520.118 Trash Veh. Maint Outside Peterbilt X101257548:01 #6225 Oil Filter 135.74 $ (9,589.29) $ 52,079.46 $ 2/7/2025 630 630.916.521.100 General Pro Services Allied Sanitation & Septic I6689 Porta Pottie 125.00 $ 3,210.00 $ 52,204.46 $ 2/7/2025 630 630.917.532.003 General Gas & Oil Flyers CFS-4113521 Fuel-Public Works 327.04 $ 3,285.93 $ 52,531.50 $ 2/7/2025 630 630.916.532.003 General Gas & Oil Flyers CFS-4113521 Fuel-Parks 102.90 $ 6,652.58 $ 52,634.40 $ 2/7/2025 630 630.915.532.003 General Gas & Oil Flyers CFS-4113521 Fuel-Streets 350.16 $ 3,290.44 $ 52,984.56 $ 2/7/2025 635 635.912.532.003 Trash Gas & Oil Flyers CFS-4113521 Fuel-Trash 1,451.15 $ 25,105.03 $ 54,435.71 $ 2/7/2025 640 640.913.532.003 Water Gas & Oil Flyers CFS-4113521 Fuel-Rwater 237.9 237.90 $ 2,264.76 $ 54,673.61 $ 2/7/2025 639 639.919.532.003 Wholesale Gas & Oil Flyers CFS-4113521 Fuel-Wwater 237.90 $ 10,219.76 $ 54,911.51 $ 2/7/2025 639 639.919.521.100 Wholesale Pro. Services Esri 94902634 ArcGIS Mapping 612.50 $ 38,582.50 $ 55,524.01 $ 2/7/2025 640 640.913.521.100 Water Pro. Services Esri 94902634 ArcGIS Mapping 612.50 $ 33,497.05 $ 56,136.51 $ 2/7/2025 630 630.916.532.001 General Op. Supplies Inland Supply 1099168 TP 7,192.00 $ (2,193.82) $ 63,328.51 $ 2/7/2025 630 630.916.532.001 General Op. Supplies Inland Supply 1099717 Trash bags & paper towels 104.15 $ (2,193.82) $ 63,432.66 $ 2/7/2025 630 630.916.532.001 General Op. Supplies Inland Supply 1099821 Parks trash bags 124.98 $ (2,193.82) $ 63,557.64 $ 2/7/2025 630 630.916.532.001 General Op. Supplies Inland Supply 1099957 Sponges 71.13 $ (2,193.82) $ 63,628.77 $ 2/7/2025 640 640.913.520.120 Water Lab Testing UNR Board of Regents 72950 water samples 48.00 $ (1,020.00) $ 63,676.77 $ 2/7/2025 630 630.917.521.100 General Professional Services Blue Owl Pest Control 5405 Buckeye Pest Control 65.00 $ 1,654.00 $ 63,741.77 $ 2/7/2025 630 630.911.521.100 General Professional Services Blue Owl Pest Control 5406 CVIC Pect Control 65.00 $ 48,391.50 $ 63,806.77 $ 2/7/2025 635 635.912.520.078 Trash Printing & Binding ABE Printing 21120 Billing perf. Paper 150.00 $ 1,933.24 $ 63,956.77 $ 2/7/2025 640 640.913.520.078 Water Printing & Binding ABE Printing 21120 Billing perf. Paper 150.00 $ 1,933.16 $ 64,106.77 $ 2/7/2025 630 630.000.220.000 General Refundable Dep. (CVIC)Griffin Kale CVIC Hall 2/1/25 Refund of rental deposit 2,000.00 $ (27,550.00) $ 66,106.77 $ 2/14/2025 630 630.915.532.015 General Maint & Repair Construction Sealant & Supply R173404 Crack seal supplies 399.75 $ 14,800.15 $ 66,506.52 $ 2/14/2025 640 640.913.520.187 Water Internet Expense Charter Communications 176097101020125 Heybourne connection 405.00 $ 4,260.00 $ 66,911.52 $ 2/14/2025 639 639.919.532.015 Wholesale Maint & Repair Sierra Controls LLC 125714 Office UPS Fault 840.00 $ 35,490.57 $ 67,751.52 $ 2/14/2025 639 639.919.532.015 Wholesale Maint & Repair Sierra Controls LLC 125715 Buckeye Booster OIT Replacement 630.42 $ 35,490.57 $ 68,381.94 $ March 5, 2025- Consent #1 Paid Claims Paid M-T-D DATE Date Paid Funds Available After Claims Paid ---PAGE BREAK--- 2/14/2025 639 639.919.532.015 Wholesale Maint & Repair Sierra Controls LLC 125716 Backup radio equipment 1,157.41 $ 35,490.57 $ 69,539.35 $ 2/14/2025 639 639.919.532.015 Wholesale Maint & Repair Sierra Controls LLC 125717 Backup master viper radio 2,158.92 $ 35,490.57 $ 71,698.27 $ 2/14/2025 635 635.912.520.078 Trash Printing & Binding Ricoh USA, Inc. [PHONE REDACTED] Usage blk, white & color 35.05 $ 1,933.24 $ 71,733.32 $ 2/14/2025 640 640.913.520.078 Water Printing & Binding Ricoh USA, Inc. [PHONE REDACTED] Buckeye & Esmeralda 35.06 $ 1,933.16 $ 71,768.38 $ 2/14/2025 630 630.911.520.078 General Printing and Binding Ricoh USA, Inc. [PHONE REDACTED] Buckeye & Esmeralda 35.06 $ 1,929.18 $ 71,803.44 $ 2/14/2025 635 635.912.520.136 Trash Rents & Leases Equip Ricoh USA, Inc. 108964626 contract lease Buckeye & Esmeralda 91.14 $ 1,145.98 $ 71,894.58 $ 2/14/2025 640 640.913.520.136 Water Rents & Leases Equip Ricoh USA, Inc. 108964626 2/25/25 - 3/24/2025 91.14 $ 1,145.98 $ 71,985.72 $ 2/14/2025 630 630.911.520.136 General Rents & Leases Equip Ricoh USA, Inc. 108964626 2/25/25 - 3/24/2025 91.15 $ 5,585.91 $ 72,076.87 $ 2/14/2025 639 639.919.520.136 Wholesale Rents & Leases Equip Ricoh USA, Inc. 108964626 2/25/25 - 3/24/2025 91.15 $ 488.95 $ 72,168.02 $ 2/14/2025 630 630.916.532.015 General Maint & Repair N. Nevada Hardwood Floor 110786 CVIC Hall floor maintenance 300.00 $ 34,654.79 $ 72,468.02 $ 2/14/2025 630 630.917.532.028 General Uniforms Jody Martin Reimbursement 2/8/25 Jody- pants 69.99 $ (100.01) $ 72,538.01 $ 2/14/2025 635 635.912.532.028 Trash Uniforms Jody Martin Reimbursement 2/8/25 pants 29.99 $ (1,931.32) $ 72,568.00 $ 2/14/2025 630 630.911.521.100 General Professional Services Jay Aldrich Photography 5138 board member photos 397.63 $ 48,391.50 $ 72,965.63 $ 2/14/2025 630 630.916.532.015 General Maint & Repair Home Depot 4017183 Gazebo maintenance 462.39 $ 34,654.79 $ 73,428.02 $ 2/14/2025 630 630.916.532.015 General Maint & Repair Home Depot 4017187 Gazebo maintenance 9.89 $ 34,654.79 $ 73,437.91 $ 2/14/2025 630 630.911.533.802 General Small Equipment Grainger, Inc. [PHONE REDACTED] Seeman Pond bathroom heater 1,120.66 $ (1,360.44) $ 74,558.57 $ 2/14/2025 630 630.911.520.085 General Communications Frontier 2/25 TOM 782-2495 , 782-5976 644.60 $ 515.14 $ 75,203.17 $ 2/14/2025 635 635.912.520.085 Trash Communications Frontier 2/25 TOM 782-2957 , 782-5097 221.29 $ 949.55 $ 75,424.46 $ 2/14/2025 639 639.919.520.085 Wholesale Communications Frontier 2/25 TOM From 1/1/25 - 1/31/25 221.29 $ 3,710.66 $ 75,645.75 $ 2/14/2025 640 640.913.520.085 Water Communications Frontier 2/25 TOM From 1/1/25 - 1/31/25 221.29 $ 590.65 $ 75,867.04 $ 2/14/2025 639 639.919.520.085 Wholesale Communications Frontier 2/25 Heybourne Heybourne booster 170.39 $ 3,710.66 $ 76,037.43 $ 2/14/2025 630 630.916.520.200 General Training & Education John Frisby 319575 JD/s Parks & Rec Certifications 860.00 $ 270.00 $ 76,897.43 $ 2/14/2025 630 630.915.520.200 General Training & Education Marlinda Ebbert 228614 Flagging Class Cert- Alex 65.00 $ 435.00 $ 76,962.43 $ 2/14/2025 630 630.911.520.200 General Training & Education Marlinda Ebbert 228614 Meggan & Danny 130.00 $ 2,870.00 $ 77,092.43 $ 2/14/2025 639 639.919.520.200 Wholesale Training & Ed Marlinda Ebbert 228614 Kevin 65.00 $ 760.00 $ 77,157.43 $ 2/14/2025 640 640.913.520.200 Water Training & Ed Marlinda Ebbert 228614 Drew 65.00 $ (193.73) $ 77,222.43 $ 2/14/2025 635 635.912.520.200 Trash Training & Ed Marlinda Ebbert 228614 Fred 65.00 $ 259.00 $ 77,287.43 $ 2/14/2025 630 630.916.520.200 General Training & Education Marlinda Ebbert 228614 Tony 65.00 $ 270.00 $ 77,352.43 $ 2/14/2025 639 639.919.562.000 Wholesale Capital Projects Dowl, LLC 7363.30526.01-1 Us 395 Water Main 7,661.94 $ 2,602,338.06 $ 85,014.37 $ 2/14/2025 640 640.913.562.000 Water Capital Projects Dowl, LLC 7363.30328.01-11 Us 395 Water Main 911.25 $ 521,095.00 $ 85,925.62 $ 2/14/2025 630 630.000.220.000 General Refundable Dep. (CVIC)William Cerrito CVIC 3/1/25 Refund of rental deposit 350.00 $ (27,550.00) $ 86,275.62 $ 2/14/2025 635 635.912.520.197 Trash Landfill Carson City Treasurer 19936618 Landfill 19,951.88 $ 90,956.61 $ 106,227.50 $ 2/14/2025 630 630.915.532.015 General Maint & Repair Carson City Treasurer 19936618 Sweeper Spoils 2,687.68 $ 14,800.15 $ 108,915.18 $ 2/14/2025 630 630.916.532.015 General Maint & Repair Amazon Capital Services Soap dispenser replacement 39.51 $ 34,654.79 $ 108,954.69 $ 2/14/2025 630 630.916.532.015 General Maint & Repair Amazon Capital Services Replacement flags 130.80 $ 34,654.79 $ 109,085.49 $ 2/14/2025 630 630.917.532.015 General Maint & Repair Amazon Capital Services Hose pliers 27.99 $ 3,005.62 $ 109,113.48 $ 2/14/2025 630 630.917.532.001 General Op. Supplies Amazon Capital Services 1RV4L61V3VFT Sharpie highlighters 8.98 $ 715.88 $ 109,122.46 $ 2/14/2025 630 630.911.550.034 General Special Events Amazon Capital Services 1PC6491D43V6 CV Days Breakfast supplies 128.49 $ 6,670.44 $ 109,250.95 $ 2/14/2025 630 630.911.533.800 General Office Supplies Amazon Capital Services Coffe carafe replacement, pens 49.73 $ 1,896.58 $ 109,300.68 $ 2/14/2025 630 630.911.550.034 General Special Events Amazon Capital Services 1YD6PTX19VGD Plates CV Day breakfast 16.50 $ 6,670.44 $ 109,317.18 $ 2/14/2025 630 630.911.533.800 General Office Supplies Amazon Capital Services 1YD6PTX19VGD File dividers 18.50 $ 1,896.58 $ 109,335.68 $ 2/14/2025 630 630.911.550.034 General Special Events Amazon Capital Services 1JHLM3KN9QHD CV Days Breakfast supplies 36.30 $ 6,670.44 $ 109,371.98 $ 2/14/2025 630 630.911.521.100 General Professional Services Allison Mackenzie 12371 board meeting/complaint 1,137.50 $ 48,391.50 $ 110,509.48 $ 2/14/2025 640 640.913.521.100 Water Pro. Services Allison Mackenzie 12371 Hwy 395 water replacement 162.50 $ 33,497.05 $ 110,671.98 $ 2/21/2025 640 640.913.532.001 Water Op. Supplies Home Depot 8617495 Retail water maint 24.98 $ (55.36) $ 110,696.96 $ 2/21/2025 630 630.917.532.001 General Op. Supplies Home Depot 8617495 BMF Maint 37.96 $ 715.88 $ 110,734.92 $ 2/21/2025 635 635.912.532.001 Trash Op. Supplies Home Depot 8617495 Trash maint 65.83 $ 1,622.63 $ 110,800.75 $ 2/21/2025 630 630.911.533.806 General Software WSCA-DC OFT Emgerency Dec 26 - Jan 25 Wireless phone numbers 320.08 $ (1,307.52) $ 111,120.83 $ 2/21/2025 630 630.917.532.003 General Gas & Oil Flyers Energy, LLC CFS-4162257 Fuel-Public Works 381.35 $ 3,285.93 $ 111,502.18 $ 2/21/2025 630 630.916.532.003 General Gas & Oil Flyers Energy, LLC CFS-4162257 Fuel-Parks 32.58 $ 6,652.58 $ 111,534.76 $ 2/21/2025 630 630.915.532.003 General Gas & Oil Flyers Energy, LLC CFS-4162257 Fuel-Streets 231.49 $ 3,290.44 $ 111,766.25 $ 2/21/2025 635 635.912.532.003 Trash Gas & Oil Flyers Energy, LLC CFS-4162257 Fuel-Trash 926.33 $ 25,105.03 $ 112,692.58 $ 2/21/2025 640 640.913.532.003 Water Gas & Oil Flyers Energy, LLC CFS-4162257 Fuel-Rwater 90.78 $ 2,264.76 $ 112,783.36 $ 2/21/2025 639 639.919.532.003 Wholesale Gas & Oil Flyers Energy, LLC CFS-4162257 Fuel-Wwater 90.78 $ 10,219.76 $ 112,874.14 $ 2/21/2025 636 636.918.562.000 Cap Equip Capital Projects Resource Concepts, Inc. 25-0110 22Z29.30 - 10th Street Sidewalk 630.00 $ 75,711.87 $ 113,504.14 $ 2/21/2025 639 639.919.521.200 Wholesale Engineering Resource Concepts, Inc. 25-0132 Wholesale Water 905.00 $ (4,981.50) $ 114,409.14 $ 2/21/2025 639 639.919.520.088 Wholesale Utilities Southwest Gas 9100003388211/2025 Boug pump 102.94 $ 173,693.20 $ 114,512.08 $ 2/21/2025 630 630.916.520.088 General Utilities Southwest Gas 9100008514762/2025 CVIC 644.37 $ 17,589.06 $ 115,156.45 $ 2/21/2025 639 639.919.520.088 Wholesale Utilities Southwest Gas 9100003547012/2025 1330 Buckeye Booster 863.52 $ 173,693.20 $ 116,019.97 $ 2/21/2025 630 630.915.520.088 General Utilities Southwest Gas 9100003547722/2025 Buckeye storage 81.56 $ 36,047.67 $ 116,101.53 $ 2/21/2025 630 630.916.520.088 General Utilities Southwest Gas 9100003547722/2025 Buckeye storage 81.55 $ 17,589.06 $ 116,183.08 $ 2/21/2025 639 639.919.520.088 Wholesale Utilities Southwest Gas 9100003547032/2025 1330 Buckeye Road 149.30 $ 173,693.20 $ 116,332.38 $ 2/21/2025 640 640.913.520.088 Water Utilities Southwest Gas 9100003547032/2025 1330 Buckeye Road 149.30 $ 2,664.40 $ 116,481.68 $ 2/21/2025 635 635.912.520.088 Trash Utilities Southwest Gas 9100003547032/2025 1330 Buckeye Road 447.91 $ 4,161.95 $ 116,929.59 $ 2/21/2025 630 630.915.520.088 General Utilities Southwest Gas 9100003547032/2025 1330 Buckeye Road 49.77 $ 36,047.67 $ 116,979.36 $ 2/21/2025 630 630.916.520.088 General Utilities Southwest Gas 9100003547032/2025 1330 Buckeye Road 99.54 $ 17,589.06 $ 117,078.90 $ 2/21/2025 630 630.917.520.088 General Utilities Southwest Gas 9100003547032/2025 1330 Buckeye Road 99.54 $ 939.43 $ 117,178.44 $ 117,178.44 $ Total Paid ---PAGE BREAK--- March 5, 2025, Minden Town Board Meeting Administrative Agenda, Item Number 1 DATE: __February 24, PREPARED BY: Rachel Hamer, Administrative Services Manager SUBJECT: For possible action: Discussion and possible action to approve, approve with conditions, continue, or deny acceptance of water distribution improvements for The Valage, APN 1320-30-613-002, for maintenance. Approval of this item will financially obligate the Town to maintain said improvements as needed. Appearance by Micah Laack, Project Manager, Lumos and Associates. Public comment. PREVIOUS ACTION: • None for this item. BACKGROUND: In the attached request form dated February 19, 2025, the Town of Minden received a formal request for acceptance by the Town of Minden for the waterline extension at The Valage APN 1320-30-613-002. At this time the applicant is requesting that the Town take action to formally acknowledge and accept these improvements for maintenance. The improvements have been inspected and tested at the request of the applicant by Town Staff. FISCAL IMPACT: If approved the Town will assume the maintenance, repair and replacement costs of this infrastructure. STAFF RECOMMENDATION: Staff recommends the Board accept water system improvements for The Valage APN 1320-30-613-002, for maintenance. Approval of this item will financially obligate the Town to maintain said improvements as needed. ACTION TAKEN: Approved Continued Denied Approved with conditions: ---PAGE BREAK--- TOWN OF MINDEN AGENDA REQUEST FORM Applicants wishing to appear before the Town of Minden Advisory Board must complete this form and return in person or via email no later than 10 business days before the board meeting the applicant would like to appear at. Email address is [EMAIL REDACTED] Completion of this form does not guarantee an appearance at a Minden Town Board Meeting. Final determination of the agenda will be made by the Chairman of the Town Board. Date of Request: Date of Requested Meeting: Name, Title, and Company of Presenter: For Presentation Only For Possible Action Item Title: Background:(Use additional sheets if needed.) Backup Materials Attached: Y N Power Point Available: Y N Any backup materials to be attached in the Board Meeting packet must be received five business days before the Board Meeting. All materials to be shown on the screen at the meeting (power point presentations) should be given to the Town the day before the meeting. Applicant Contact Phone Contact For Staff Only: Staff Signature: Date Received: 2/19/25 March 5, 2025 Micah Laack, Project Manager, Lumos Valage Minden Water Extension This item is to present the constructed water main extension as part of Valage Minden Senior Living Project for acceptance by the Town of Minden. The water main has been constructed in conformance with the approved plans. Micah Laack [PHONE REDACTED] [EMAIL REDACTED] 2/19/25 ---PAGE BREAK--- C0.0 A A B B C C D D 1 1 2 2 3 3 4 4 5 5 TITLE SHEET DATE: PROJECT NUMBER: SHEET TITLE: 6921.009 JANUARY 18, 2023 SHEET: RECORD DRAWINGS ISSUE: ©2022 PI ARCHITECTS & ENGINEERS, INC. 6 6 E E REVISIONS: ISL VENTURES VALAGE SENIOR LIVING CARSON VALLEY BIMcloud: BIM Server 2021 - BIMcloud Basic for ARCHICAD 24/22002 ISLV Minden NV I Ver. 24.03 I Wednesday, March 30, 2022 I 10:47 AM MINDEN, NEVADA WWW.LUMOSINC.COM © LUMOS & ASSOCIATES, INC.: THIS DRAWING IS THE PROPERTY OF LUMOS & ASSOCIATES, INC.. USE OR REPRODUCTION OF THIS DRAWING, IN WHOLE OR IN PART, WITHOUT THE WRITTEN PERMISSION OF LUMOS & ASSOCIATES, INC. IS STRICTLY PROHIBITED. THIS DRAWING IS NOT TO BE USED FOR ANY PROJECT OTHER THAN THE PROJECT FOR WHICH IT WAS PREPARED. 308 N. CURRY ST., STE. 200 CARSON CITY, NV 89703 TEL: [PHONE REDACTED] pi architects ( 5 1 2 ) 2 3 1 - 1 9 1 0 w w w . p i a r c h . c o m 6010 Balcones Dr, A u s t i n , T X Suite 200 7 8 7 3 1 P : ENGINEER 308 N. CURRY ST., STE. 200 CARSON CITY, NEVADA 89703 TEL: [PHONE REDACTED] [EMAIL REDACTED] Know what's below. Call before you dig. LEADING LIGHT DEVELOPMENT & CONSTRUCTION CONSULTING ISL VENTURES VALAGE SENIOR LIVING CARSON VALLEY APN: 1320-30-613-002 OWNER/DEVELOPER VALAGE MINDEN, LLC. C/O ISL VENTURES, LLC 408 CASCADE, 855 HOOD RIVER, OREGON 97031 TEL.: [PHONE REDACTED] OWNER/DEVELOPER LEADING LIGHT DEVELOPMENT CONSTRUCTION AND CONSULTING ATTN: ROCKY GOINS 3809 S. TROOST AVENUE TULSA, OKLAHOMA 74105 TEL.: [PHONE REDACTED] SHEET INDEX: TITLE SHEET C0.0 LEGEND, ABBREVIATIONS, AND NOTES C1.0 CONTROL PLAN C2.0 DEMO AND BMP PLAN C3.0 SITE PLAN C4.0 GRADING AND DRAINAGE PLAN C5.0 UTILITY PLAN C6.0 UTILITY BLOWUPS C6.1 STORM PROFILES C7.0 WATER PROFILE C7.1 SITE DETAILS C8.0 WATER DETAILS C8.1 SEWER DETAILS C8.2 SEWER & WATER DETAILS C8.3 STORM AND BMP DETAILS C8.4 WATER DETAILS C8.5 LANDSCAPE TITLE SHEET L1.0 LANDSCAPE TREES WEST L1.1 LANDSCAPE TRESS EAST L1.2 LANDSCAPE SHRUBS WEST L1.3 LANDSCAPE SHRUBS EAST L1.4 MULCH PLANS L1.5 MULCH PLANS L1.6 COURTYARDS INTERIOR, SOUTH & WEST L1.7 COURTYARD EAST ENTRY L1.8 IRRIGATION PLANS L2.0 IRRIGATION PLANS L2.1 LANDSCAPE DETAILS L3.0 IRRIGATION DETAILS L3.1 APPROVED BY: DOUGLAS COUNTY ENGINEER DATE TOWN OF MINDEN DATE EAST FORK FIRE PROTECTION DISTRICT DATE MINDEN-GARDNERVILLE SANITATION DISTRICT DATE NEVADA DEPARTMENT OF ENVIRONMENTAL PROTECTION DATE PROJECT OWNER DATE VICINITY MAP LOCATION MAP APPROVED PER LETTER DATED 12/01/2022 APPROVED PER LETTER DATED 01/24/2023 APPROVED PER LETTER DATED 02/06/2023 APPROVED PER LETTER DATED 02/08/2023 THESE MODIFIED OR RECORD DRAWINGS HAVE BEEN PREPARED, IN WHOLE OR IN PART, ON THE BASIS OF INFORMATION COMPLIED AND FURNISHED BY OTHERS UNDER AGREEMENT WITH THE OWNER OF THE PROJECT. LUMOS AND ASSOCIATES IS NOT RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHICH HAVE BEEN INCORPORATED INTO THIS DOCUMENT AS A RESULT. CAREFUL EXAMINATION OF DOCUMENT CONSTRUCTION SHOULD BE UNDERTAKEN PRIOR TO EXCAVATION, CUTTING, MODIFICATION, OR CONNECTION OF SUBSEQUENT CONSTRUCTION. ---PAGE BREAK--- Know what's below. Call before you dig. AC ASPHALT CONCRETE ACP ASBESTOS CEMENT PIPE AGG AGGREGATE BC BEGIN CURVE (HORIZONTAL) BOW BOTTOM OF WALL BF, BOF BOTTOM OF FOOTING BV BUTTERFLY VALVE BVC BEGIN VERTICAL CURVE BW BACK OF WALK CB CATCH BASIN cfs CUBIC FEET PER SECOND CF CUBIC FEET C&G CURB AND GUTTER ℄ CENTER LINE CL CLASS / CENTER LINE CMP CORRUGATED METAL PIPE COMP COMPACTION CONC CONCRETE CONTR CONTRACTOR CP CONCRETE PAD CTV CABLE TELEVISION DI DROP INLET DIA, Ø DIAMETER DWY DRIVEWAY E EAST EA EACH EC END CURVE (HORIZONTAL) ELL ELBOW ELEC ELECTRICAL ELEV ELEVATION EVC END VERTICAL CURVE EX, EXISTING EXT EXTERIOR FCA FLANGE COUPLING ADAPTER FE FINISH ELEVATION FES FLARED END SECTION FF FINISH FLOOR FFC FRONT FACE OF CURB FG FINISH GRADE FH FIRE HYDRANT FL FLOW LINE FLG FLANGE fps FEET PER SECOND FTG FOOTING G GAS GALV GALVANIZED GB GRADE BREAK GDW GRAVEL DRIVEWAY GD GROUND GV GATE VALVE H HANDICAPPED HGL HYDRAULIC GRADE LINE HORIZ HORIZONTAL HP HIGH POINT ID INSIDE DIAMETER IE INVERT ELEVATION INT INTERSECTION IRR IRRIGATION LAT LATERAL LF LINEAR FEET LP LOW POINT LT LEFT MAX MAXIMUM MDD MAXIMUM DRY DENSITY MH MANHOLE MIN MINIMUM MJ MECHANICAL JOINT MMD MAXIMUM MARSHALL DENSITY MUTCD MANUAL FOR TRAFFIC CONTROL DEVICES N NORTH NAP NOT A PART NIP NOT IN PROJECT NTS NOT TO SCALE OC ON CENTER OD OUTSIDE DIAMETER OH OVERHEAD PROPOSED PCC PORTLAND CEMENT CONCRETE, POINT OF COMPOUND CURVATURE PG PAD GRADE PI POINT OF INTERSECTION PIVC POINT OF INTERSECTION VERTICAL CURVE PL PROPERTY LINE PP POWER POLE PRC POINT OF REVERSE CURVE PRVC POINT OF REVERSE VERTICAL CURVE PVC POLYVINYL CHLORIDE PVMT PAVEMENT Q 5 5 YEAR PEAK FLOW Q 100 100 YEAR PEAK FLOW R RADIUS RCP REINFORCED CONCRETE PIPE REF REFERENCE RET CURB RETURN RP RADIUS POINT RT RIGHT R/W, ROW RIGHT-OF-WAY S= SLOPE S SOUTH SD STORM DRAIN SDMH STORM DRAIN MANHOLE SL STREET LIGHT SS SANITARY SEWER SSCO SANITARY SEWER CLEAN OUT SSMH SANITARY SEWER MANHOLE STANDARD SPEC. FOR PUBLIC WORKS CONSTRUCTION STA STATION SW SIDEWALK TELE TELEPHONE TBO TEMPORARY BLOW OFF VALVE TC TOP OF CURB, TOP OF CONC TCSB TRAFFIC CONTROL SIGNAL BOX TG TO GRADE TOB TOP OF BERM TF, TOF TOP OF FOOTING TOW TOP OF WALL TS TRAFFIC SIGNAL TR TOP OF RAIL TRANS TRANSITION TYP TYPICAL UG/P UNDER GROUND POWER UNO UNLESS NOTED OTHERWISE V5 VELOCITY AT 5 YEAR PEAK VC VERTICAL CURVE VEL VELOCITY VERT VERTICAL VG VALLEY GUTTER W WEST W/G WATER AND GAS WL WATER LINE WM WATER METER WS WATER SURFACE WV WATER VALVE WWF WELDED WIRE FABRIC YR YEAR ABBREVIATIONS NOTES: DOUGLAS COUNTY GENERAL NOTES: 1. ALL WORK AND MATERIALS SHALL CONFORM TO THE CURRENT STANDARD SPECIFICATIONS FOR PUBLIC WORK CONSTRUCTION (“ORANGE BOOK”) AND AMERICAN WATER WORKS ASSOCIATION (AWWA). ALL WORK AND MATERIALS NOT IN CONFORMANCE WITH THESE AMENDED SPECIFICATIONS AND DETAILS ARE SUBJECT TO REMOVAL AND REPLACEMENT AT THE CONTRACTOR’S EXPENSE. 2. ONE WEEK PRIOR TO THE COMMENCEMENT OF ANY WORK, CONSTRUCTION OR INSTALLATIONS ASSOCIATED WITH THIS PERMIT, THE PERMITTEE SHALL NOTIFY THE DOUGLAS COUNTY INSPECTOR AT (775)782-6237OF INTENT TO BEGIN AND REQUEST/SCHEDULE PRECONSTRUCTION MEETING AT THE PROJECT SITE WITH DOUGLAS COUNTY CONSTRUCTION INSPECTOR. FAILURE TO PROVIDE PROPER INSPECTION NOTIFICATION AS PRESCRIBED ABOVE SHALL RESULT IN THIS PERMIT BECOMING INVALID AND WORK BEING STOPPED. 3. CONTRACTOR’S SHALL COMPLY WITH THE REQUIREMENTS TO OBTAIN THE NECESSARY SITE IMPROVEMENT PERMITS AND SHALL COMPLY WITH THE SITE IMPROVEMENT PERMIT CONDITIONS AS FOUND ON THE BACK OF THE PERMIT FORM. 4. THE APPROVED PLAN, PERMIT AND INSPECTION RECORD MUST BE ON THE JOB SITE AT ALL TIMES. 5. DOUGLAS COUNTY PARKS AND RECREATION, COMMUNICATIONS, AND SHERIFF’S OFFICE IS NOT REPRESENTED BY USA DIGS. WHEN THE CONTRACTOR EXCAVATES NEAR OR ADJACENT TO ANY OF THESE FACILITIES/PROPERTIES, THE CONTRACTOR SHALL CONTACT THE ADMINISTRATOR OF APPLICABLE DEPARTMENT AT PHONE NUMBER SHOWN ON COUNTY WEBSITE TO REQUEST ASSISTANCE IN LOCATING ALL THEIR UNDERGROUND FACILITIES. THIS REQUIREMENT MAY ALSO APPLY TO ANY OTHER COUNTY FACILITY/PROPERTY. 6. THE CONTRACTOR SHALL OBTAIN A STORMWATER GENERAL OR A SURFACE AREA DISTURBANCE PERMIT FROM THE NEVADA DEPARTMENT OF ENVIRONMENTAL PROTECTION AS REQUIRED, AND SHALL COMPLY WITH ITS REQUIREMENTS FOR DUST CONTROL ON ALL APPLICABLE PROJECTS. 7. THE ENGINEER HEREBY CERTIFIES AS EVIDENCED BY A PROFESSIONAL SEAL & SIGNATURE, THAT ALL AFFECTED UTILITY COMPANIES BOTH PUBLIC AND PRIVATE HAVE BEEN CONTACTED. ALL EXISTING AND/OR PROPOSED UTILITY LINES AND OTHER RELATED INFORMATION HAVE BEEN TRANSFERRED ONTO THESE PLANS. TO THE BEST OF ENGINEER’S KNOWLEDGE AND BASED ON INFORMATION FROM THE UTILITY COMPANY. THE ENGINEER ALSO HEREBY CERTIFIES THAT ALL EXISTING AND/OR PROPOSED PUBLIC RIGHT-OF-WAY AND EASEMENTS HAVE BEEN CORRECTLY PLOTTED AND SHOWN. 8. THE ENGINEER, OR LAND SURVEYOR OF RECORD SHALL CERTIFY UPON COMPLETION OF CONSTRUCTION THAT ALL PUBLIC IMPROVEMENTS (WATER AND SEWER UTILITIES, STORM DRAINAGE, CONCRETE, PAVING, STREET LIGHTS, ETC.) HAVE BEEN INSTALLED AT THE LOCATIONS AND ELEVATIONS SHOWN ON THE APPROVED PLANS. ANY CHANGES SHALL BE REFLECTED ON “AS-BUILT”/RECORD DRAWINGS PROVIDED BY THE ENGINEER TO THE COUNTY’S ENGINEERING DIVISION. 9. THE REGISTERED ENGINEER OR LAND SURVEYOR SHALL CERTIFY THAT THE MINIMUM HORIZONTAL AND VERTICAL SEPARATIONS BETWEEN UTILITIES WITHIN PUBLIC RIGHT-OF-WAY AND EASEMENTS HAVE BEEN MAINTAINED AS REQUIRED BY LAW OR POLICY. 10. THE DEVELOPER SHALL PROVIDE ALL CONSTRUCTION STAKING FOR THE PROJECT. 11. THE DEVELOPER OR THE ENGINEER IS RESPONSIBLE FOR ARRANGING THE RELOCATION OR REMOVAL OF ALL UTILITIES OR FACILITIES THAT ARE IN CONFLICT WITH THE PROPOSED PUBLIC IMPROVEMENTS. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE RELOCATION OF ALL UTILITIES, POWER POLES, IRRIGATION DRY-UPS, RESETS REMOVALS BY OTHERS, ETC. 12. THE CONTRACTORS SHALL LOCATE ALL UTILITIES PRIOR TO EXCAVATION AND AVOID DAMAGE TO SAME. CALL 811 FOR USA DIGS TWO WORKING DAYS PRIOR TO DIGGING. 13. CONTRACTORS SHALL COMPLY WITH THE PROVISIONS FOR TRAFFIC CONTROL AND BARRICADING PER THE APPROVED TRAFFIC CONTROL PLANS. 14. IF A FIRE HYDRANT IS NEEDED TO OBTAIN CONSTRUCTION WATER, THE CONTRACTOR SHALL OBTAIN A FIRE HYDRANT METER FROM DOUGLAS COUNTY PUBLIC WORKS OR APPLICABLE WATER PURVEYOR AND PAY ALL APPLICABLE FEES AND CHARGES. 15. IF DURING THE CONSTRUCTION OF A PUBLIC FACILITY, THE CONTRACTOR FAILS TO OR IS UNABLE TO COMPLY WITH A REQUEST TO THE ENGINEERING INSPECTOR, AND IT IS NECESSARY FOR COUNTY FORCES TO DO WORK THAT IS NORMALLY THE CONTRACTOR’S RESPONSIBILITY, THE COUNTY SHALL BE JUSTIFIED IN BILLING THE CONTRACTOR. EACH INCIDENT REQUIRING WORK BY COUNTY FORCES SHALL BE COVERED BY A SEPARATE BILLING AT THE CURRENT APPLICABLE RATES. 16. THE CONTRACTOR IS ADVISED THAT DAMAGE TO PUBLIC SERVICES OR SYSTEMS AS A RESULT OF THIS PROJECT SHALL BE REPAIRED BY THE CONTRACTOR AND INSPECTED BY THE ENGINEERING INSPECTOR. UNLESS OTHERWISE APPROVED BY THE COUNTY, ALL REPAIRS SHALL BE DONE WITHIN 24 HOURS. THE CONTRACTOR IS ADVISED THAT ANY COSTS RELATED TO REPAIR OR REPLACEMENT OF DAMAGED PUBLIC SERVICES AND SYSTEMS AS A RESULT OF CONTRACTOR’S ACTIVITIES SHALL BE BORNE BY THE CONTRACTOR. DOUGLAS COUNTY PUBLIC STREET/RIGHT-OF-WAY IMPROVEMENT NOTES: 17. THE DEVELOPER AND THE CONTRACTOR ARE REQUIRED TO COORDINATE THE PLACEMENT OR INSTALLATION OF DRIVEWAYS IN ORDER TO AVOID CONFLICT WITH UTILITY SERVICES. 18. ALL FRAMES, COVERS, VALVE BOXES, MANHOLES, ETC., SHALL BE INSTALLED TO FINISH GRADE OR SHALL BE ADJUSTED TO FINISH GRADE AFTER PLACING OF ASPHALTIC SURFACE COURSE BY THE CONTRACTOR PER APPLICABLE DOUGLAS COUNTY STANDARD DETAILS 19. THE CONTRACTOR SHALL ADJUST ALL FRAMES, COVERS, VALVE BOXES, MANHOLES, ETC. THAT ARE LOCATED WITHIN THE PARKWAY AREA AFTER FINAL GRADING AND INSTALLATION OF LANDSCAPING. 20. THE STREET PAVING PERMITTEE/CONTRACTOR IS HEREBY NOTIFIED THAT IN THE EVENT THAT ACCEPTANCE OF THE PUBLIC STREET PAVING IS DELAYED; ONE YEAR OR MORE AFTER THE PAVEMENT IS INSTALLED, THE PERMITTEE/CONTRACTOR SHALL APPLY A SEAL COAT TO THE PAVEMENT. TYPE OF MATERIAL AND RATE OF APPLICATION WILL BE DIRECTED BY THE DOUGLAS COUNTY ENGINEERING DEPARTMENT. 21. A STANDARD RESIDENTIAL DRIVEWAY APPROACH SHALL BE CONSTRUCTED TO A MAXIMUM WIDTH OF 24 FEET UNLESS SPECIAL APPROVAL HAS BEEN OBTAINED. DOUGLAS COUNTY WATER UTILITY NOTES: 22. ALL PUBLIC WATER MAIN MATERIALS SHALL BE PER SECTION 203.06 (DIP) OR 203.15 (PVC) OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION. 23. ALL NEW WATERLINES THAT REQUIRE SERVICE DISRUPTION IN ORDER TO CONNECT TO THE COUNTY SYSTEM SHALL REQUIRE A DAYTIME TIE-IN. THE CONTRACTOR SHALL COMPLETE ALL WORK NECESSARY TO RESTORE UTILITY SERVICE AND FULLY OPEN THE TIE-IN AREA TO VEHICULAR TRAFFIC WITHIN THE TIME FRAME ALLOWED BY THE COUNTY ENGINEERING INSPECTOR. 24. THE CONTRACTOR SHALL INSTALL A TEMPORARY PLUG OR VALVE ON A SECTION OF NEW WATER LINE TO TEST LINES BEFORE CONNECTING TO THE EXISTING PUBLIC WATER SYSTEM WHERE THERE IS NO WATER VALVE ON THE EXISTING LINE. 25. WATER LINE TEST SHALL BE CONDUCTED SO THAT EXISTING WATER LINES WILL NOT BE INCLUDED IN THE TEST OF THE NEW LINE. 26. THE REQUIRED BACKFLOW PREVENTION ASSEMBLY SHALL BE A MANUFACTURER AND MODEL DESIGNATED IN THE CURRENT “LIST OF APPROVED BACKFLOW PREVENTION ASSEMBLIES” AS PUBLISHED BY THE FOUNDATION FOR CROSS-CONNECTION CONTROL AND HYDRAULIC RESEARCH, UNIVERSITY OF SOUTHERN CALIFORNIA. 27. THE BACKFLOW PREVENTION ASSEMBLY SHALL BE TESTED AND APPROVED BY A CERTIFIED TECHNICIAN PRIOR TO THE REQUEST FOR FINAL INSPECTION. 28. WATER MAIN SHUTDOWNS/INTERRUPTION OF SERVICE: WATER UTILITY APPROVAL IS REQUIRED FORTY-EIGHT (48) HOURS PRIOR TO NOTIFICATION OF CUSTOMERS. COMMERCIAL AND RESIDENTIAL CUSTOMERS SHALL BOTH RECEIVE FORTY-EIGHT (48) HOURS WRITTEN NOTICE OF A SHUTDOWN, AND SPECIAL ARRANGEMENTS MAY HAVE TO BE MADE TO ACCOMMODATE CUSTOMER’S OPERATIONAL NEEDS. THE WATER UTILITY IS RESPONSIBLE FOR THE NOTIFICATION WHEN WORK IS PERFORMED BY THE WATER UTILITY. THE CONTRACTOR IS RESPONSIBLE IN ALL OTHER CASES. A LIST SHALL BE KEPT BY THE RESPONSIBLE PARTY LISTING THE DATE, TIME, AND ADDRESS OF ALL PERSONS NOTIFIED. THE PERSON NOTIFIED SHALL BE INCLUDED ON THE LIST FOR ALL COMMERCIAL CUSTOMERS. THE CONTRACTOR WILL BE SUBJECT TO DAMAGE CLAIMS SHOULD THEY FAIL TO NOTIFY CUSTOMERS OR MAINTAIN DOCUMENTATION OF NOTIFICATION OF CUSTOMERS. THE CONTRACTOR SHALL NOT OPERATE ANY EXISTING WATER VALVES WITHOUT AUTHORIZATION OF THE WATER UTILITY. 29. ALL WATER SERVICES 2” OR LESS SHALL BE CTS, PE PIPE (AWWA STANDARD C901); SERVICES 3” OR GREATER SHALL BE CLASS 150 C900 PVC OR AS SPECIFIED ON THE PLANS. 30. LINE SEPARATION MUST MEET THE PROVISIONS OF NAC 445A.6715 THROUGH 445A.6718 IN ITS ENTIRETY, NDEP’S VERTICAL CROSSING SUMMARY, AND BE APPROVED BY STATE AND WATER UTILITY. 31. ALL HOT TAPS ARE TO BE PERFORMED BY A LICENSED CONTRACTOR APPROVED BY THE WATER UTILITY. THE CONTRACTOR SHALL CONTACT THE WATER UTILITY AT LEAST FORTY-EIGHT (48) HOURS PRIOR TO SCHEDULING HOT TAP DATE AND TIME. 32. WATER VALVE MARKERS SHALL BE BLUE CARSONITE UTILITY MARKER (CRM-3066), 5’-2” WITH WATER UTILITY’S DECAL OR APPROVED EQUAL. PLACE MARKER NO MORE THAN FIVE FEET FROM THE VALVE OR AS DIRECTED BY THE WATER UTILITY. 33. ALL WATER MAIN AND WATER SERVICE INSPECTIONS MUST BE COMPLETED PRIOR TO ANY CERTIFICATE OF OCCUPANCY OR NOTICE OF COMPLETION BY THE WATER UTILITY ACCEPTING IMPROVEMENTS. 34. ALL PIPES, FITTINGS, FIXTURES, SOLDER OR FLUX USED IN INSTALLATION MUST BE NSF-61 CERTIFIED. 35. WATER MAINS MUST NOT BE PLACED INTO SERVICE AFTER ITS INITIAL CONSTRUCTION UNTIL THE WATER MAIN HAS BEEN DISINFECTED IN ACCORDANCE WITH AWWA C651 AND UNTIL TWO SUCCESSFUL BACTIS HAVE BEEN OBTAINED AND REPORTED TO THE BUREAU OF SAFE DRINKING WATER. 36. PRIOR TO FLUSHING, DISINFECTION, AND SAMPLING FOR WATER QUALITY, THE PIPING INSTALLATION MUST BE PRESSURE TESTED IN ACCORDANCE WITH C600 FOR DUCTILE IRON, C605 FOR PVC, OR STANDARD SPECIFICATIONS FOR PUBLICS WORK CONSTRUCTION FOR ANOTHER MATERIAL. 37. DURING CONSTRUCTION, ANY OPENINGS IN UNFINISHED PIPING OR APPURTENANCES MUST BE SEALED AT THE END OF EACH WORKING DAY IN SUCH MANNER AS TO PREVENT THE ENTRY OF BIRDS AND OTHER ANIMALS, DIRT, TRENCH WATER AND OTHER SOURCES OF POLLUTION OR CONTAMINATION. 38. BACKFLOW PREVENTION ASSEMBLIES MUST BE TESTED UPON INSTALLATION BY A CERTIFIED BACKFLOW PREVENTION ASSEMBLY TESTER. MINDEN-GARDNERVILLE SANITATION DISTRICT GENERAL NOTES: 39. THE CONTRACTOR SHALL CONDUCT A PRECONSTRUCTION MEETING WITH AN MGSD REPRESENTATIVE PRESENT. 40. CONTRACTOR SHALL CONTACT AND COORDINATE WITH MGSD AND ALL OTHER UTILITIES 48 HOURS PRIOR TO CONSTRUCTION. ALL CONSTRUCTION SHALL CONFORM TO MGSD STANDARDS AND NO BACKFILLING WILL BE ALLOWED UNTIL INSPECTED AND APPROVED BY MGSD. 41. NEW SEWER LINES SHALL BE TESTED IN ACCORDANCE WITH THE MGSD ORDINANCE AND REQUIRED AIR TEST FOR ACCEPTANCE SHALL BE CONDUCTED AFTER ALL UTILITIES ARE INSTALLED. 42. ALL SANITARY SEWER LINES SHALL BE PVC SDR35. ALL SANITARY SEWER SERVICES SHALL BE 4" PVC SDR35 UNLESS OTHERWISE NOTED. 43. AN SHALL BE STAMPED OR CHISELED IN THE CONCRETE CURB WHERE THE LATERAL CROSSES UNDER IT FROM THE MAIN. 44. UPON COMPLETION OF IMPROVEMENTS, REPRODUCIBLE RECORD DRAWINGS SHALL BE SUBMITTED TO MGSD AND APPROVED BY THE MGSD BOARD. 45. MGSD SHALL BE NOTIFIED PRIOR TO POURING CONCRETE COLLARS ON MANHOLE INSTALLATIONS OR MODIFICATIONS DOUGLAS COUNTY STORM DRAIN NOTES: 46. MANHOLE MATERIALS AND CONSTRUCTION SHALL CONFORM TO THE REQUIREMENTS OF SECTION 204 “MANHOLES AND CATCH BASINS” OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION. 47. PORTLAND CEMENT CONCRETE SHALL HAVE THE FOLLOWING CHARACTERISTICS: 4000 PSI MINIMUM COMPRESSIVE STRENGTH @ 28 DAYS, (CURB AND GUTTER TRANSITION ONLY, ALL UNEXPOSED CONCRETE MAY BE 3000 PSI), MIN. 6 SACKS OF CEMENT PER CUBIC YARD WITH A MAX. WATER/CEMENT RATIO OF 0.45, AIR ENTRAINMENT 6% SLUMP AT 1 TO 4 INCHES. ALL MATERIALS SHALL CONFORM TO STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SECTION 202. 48. REINFORCING STEEL SHALL BE GRADE 40 AND 1.5 INCHES MINIMUM CLEAR COVER. 49. ALL STORM DRAIN PIPE AND STRUCTURES SHALL BE CLEANED OF SEDIMENT AND DEBRIS PRIOR TO ISSUANCE OF A NOTICE OF COMPLETION OR CERTIFICATE OF OCCUPANCY. 50. FRAMES AND GRATES SHALL BE MATCHED TO ACHIEVE A CLOSE TOLERANCE FIT, WITH MINIMAL GAPS, AS APPROVED BY THE STORM DRAIN UTILITY. 51. PRECAST MANHOLES SECTIONS, OTHER THAN GRADE RINGS, SHALL BE JOINED WITH FLEXIBLE PLASTIC GASKET MATERIAL SUCH AS RAM-NEK OR APPROVED EQUAL PER MANUFACTURER’S RECOMMENDATIONS. 52. MANHOLES LOCATED OUTSIDE PAVED AREAS SHALL REQUIRE ALL WEATHER ACCESS ROADWAY CONSISTING OF 6 INCHES TYPE 2, CLASS B AGGREGATE BASE (CONFORMING TO THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SECTION 200.01.02) AND STORM DRAIN MANHOLE MARKERS BE INSTALLED. STORM DRAIN MANHOLE MARKERS SHALL BE GREEN CARSONITE UTILITY MARKER (CUM 375), 5’-2” WITH DECAL READING “STORM DRAIN MANHOLE”. PLACE MARKERS ON EASEMENT LINE NEAREST TO MANHOLE OR AS DIRECTED BY THE STORM DRAIN UTILITY. 53. GRATES SHALL BE PLACED OUTSIDE OF THE PEDESTRIAN TRAVELED WAY. GRATE OPENINGS SHALL NOT EXCEED 0.5 INCHES IN WIDTH OR 4 INCHES IN LENGTH. GRATES SHALL BE TRAFFIC RATED AND ADA COMPLIANT. DOUGLAS COUNTY GRADING GENERAL NOTES: 54. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE INTERNATIONAL BUILDING CODE, OSHA REQUIREMENTS FOR EXCAVATION, AND SPECIAL REQUIREMENTS OF THE PERMIT. VIOLATIONS WILL RESULT IN THE STOPPAGE OF ALL WORK UNTIL THE VIOLATION IS CORRECTED. 55. NO WORK SHALL BE STARTED WITHOUT FIRST NOTIFYING THE COUNTY ENGINEERING INSPECTOR AT (775) 782-6237 AT LEAST 2 WORKING DAYS BEFORE WORK IS COMMENCED. 56. SLOPES SHALL BE NO STEEPER THAN 2 HORIZONTAL TO 1 VERTICAL, OR AS DETERMINED BY THE GEOTECHNICAL ENGINEER AND APPROVED BY THE COUNTY. 57. ALL GRADING SHALL BE IN CONFORMANCE WITH THE APPROVED GEOTECHNICAL REPORT PREPARED BY UNIVERSAL ENGINEERING SERVICES. 58. FILLS SHALL BE PLACED IN ACCORDANCE WITH THE REQUIREMENTS OF THE “STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION.” 59. THE ENGINEER OF RECORD SHALL PROVIDE THE COUNTY AND ALL OTHER APPROPRIATE ENTITIES WITH COPIES OF ALL TEST RESULTS ON A WEEKLY BASIS AND A BOUND REPORT OF THE TEST RESULTS AND INSPECTION REPORTS, ARRANGED IN CHRONOLOGICAL ORDER, AT THE COMPLETION OF THE PROJECT. THE ENGINEER OF RECORD SHALL PROVIDE THE COUNTY WITH AN OPINION REGARDING THE CONSTRUCTION SIMILAR TO THE FOLLOWING: 60. ENGINEER'S OPINION I HEREBY CERTIFY THAT I AM A LICENSED ENGINEER IN THE STATE OF NEVADA. TO THE BEST OF MY KNOWLEDGE, INFORMATION AND BELIEF, THE PROJECT WAS CONSTRUCTED IN GENERAL CONFORMANCE WITH THE PLANS AND SPECIFICATIONS, AND IN MY PROFESSIONAL OPINION, IS IN COMPLIANCE WITH APPLICABLE LAWS, CODES AND ORDINANCES. 61. FILL AREAS SHALL BE CLEARED OF ALL VEGETATION AND DEBRIS, SCARIFIED, AND BE APPROVED BY THE ENGINEER OF RECORD PRIOR TO THE PLACING OF FILL. 62. PROTECTIVE MEASURES AND TEMPORARY DRAINAGE PROVISIONS SHALL BE USED TO PROTECT ADJOINING PROPERTIES DURING CONSTRUCTION OF IMPROVEMENTS. 63. DUST SHALL BE CONTROLLED BY THE CONTRACTOR TO THE SATISFACTION OF THE COUNTY, AND IN ACCORDANCE WITH THE AIR QUALITY PERMIT FROM THE NEVADA DIVISION OF ENVIRONMENTAL PROTECTION WHEN REQUIRED. 64. ALL STREETS SHALL BE MAINTAINED FREE OF DUST AND MUD CAUSED BY GRADING OPERATIONS. ALL OPERATIONS SHALL COMPLY WITH THE REQUIREMENTS OF THE STORMWATER DISCHARGE PERMIT FROM THE NEVADA DIVISION OF ENVIRONMENTAL PROTECTION. 65. ALL CESSPOOLS, SEPTIC TANKS, ETC., TO BE ABANDONED SHALL BE FILLED OR REMOVED IN ACCORDANCE WITH THE STATE OF NEVADA STANDARDS AND CERTIFIED BY THE ENGINEER OF RECORD. 66. EXISTING WELLS TO BE ABANDONED SHALL BE CAPPED IN ACCORDANCE WITH THE STATE OF NEVADA DIVISION OF WATER RESOURCES REGULATIONS FOR WATER WELL AND RELATED DRILLING. 67. THE DEVELOPER’S ENGINEER OR SURVEYOR SHALL SET GRADE STAKES FOR ALL DRAINAGE DEVICES AND THE CONTRACTOR SHALL OBTAIN INSPECTION BEFORE PLACING CONCRETE. 68. FINISHED GRADING WILL BE COMPLETED AND APPROVED, AND SLOPE PLANTING AND IRRIGATION SYSTEMS INSTALLED BEFORE ISSUANCE OF A CERTIFICATE OF OCCUPANCY. 69. NO ROCK OR SIMILAR MATERIAL GREATER THAN4” IN DIAMETER SHALL BE PLACED IN THE FILL UNLESS RECOMMENDATIONS FOR SUCH PLACEMENT HAVE BEEN SUBMITTED BY THE GEOTECHNICAL ENGINEER IN ADVANCE AND APPROVED BY THE COUNTY. 70. THE GEOTECHNICAL ENGINEER SHALL VERIFY ALL GRADING INCLUDING COMPACTION REQUIREMENTS AND THE STABILITY OF SLOPES CREATED, EXISTING OR REMAINING. 71. IN THE EVENT OF CHANGES ARISING DURING CONSTRUCTION, THE DEVELOPER’S ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR REVIEW AND APPROVAL BY THE COUNTY. NO CHANGES IN THE DESIGN WILL BE PERMITTED UNLESS WRITTEN APPROVAL IS GIVEN BY THE COUNTY. 72. EROSION CONTROL: A. IN CASE OF EMERGENCY CALL (INSERT NAME AND TELEPHONE NUMBER OF OWNER’S RESPONSIBLE AND AUTHORIZED PERSON). B. A STANDBY CREW FOR EMERGENCY WORK SHALL BE AVAILABLE AT ALL TIMES. NECESSARY MATERIALS SHALL BE AVAILABLE ON-SITE AND STOCKPILED AT APPROVED LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES OR TO REPAIR DAMAGED EROSION CONTROL MEASURES. C. AFTER A RAINSTORM, ALL SILT AND DEBRIS SHALL BE REMOVED FROM CHECK BERMS AND DESILTING FACILITIES. GRADED SLOPE SURFACE PROTECTION MEASURES DAMAGED DURING THE RAINSTORM SHALL ALSO BE REPAIRED. D. FILL SLOPES AT THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE TOP OF THE SLOPE AT THE CONCLUSION OF EACH WORKING DAY. E. A SIX-FOOT HIGH PERIMETER FENCE OR A 24-HOUR GUARD SHALL BE POSTED ON THE SITE WHENEVER THE DEPTH OF WATER IN A FACILITY EXCEEDS 18 INCHES. F. STORMWATER SHALL BE CONTROLLED BY THE CONTRACTOR TO THE SATISFACTION OF THE COUNTY AND IN ACCORDANCE WITH THE NEVADA DIVISION OF ENVIRONMENTAL PROTECTION STORMWATER PERMIT. G. CONTRACTOR SHALL PLACE HYDROSEEDING WITH TEMPORARY IRRIGATION ON ALL CUT AND FILL SLOPES AND ALL OTHER DISTURBED AREAS UNLESS OTHERWISE DIRECTED BY DOUGLAS COUNTY. T/S 4163.1 H Y D 4174 EXISTING PROPOSED SD s 4174 4163.1 DI WV H Y D s GV X T WV GV ICV ICV WM WS W WV WM WS W WV SSCO SSCO TB T TV TV EP EC EB AC EM EG E ET EV GM EP EC EB AC EM EG E ET EV LEGEND X CX.X CONTOUR LINE GROUND ELEVATION TREE ROCK EDGE OF PAVEMENT AC PAVING TO BE REMOVED CURB & GUTTER CONCRETE UTILITY POLE LIGHT GUY WIRE ELECTRIC TRANSFORMER ELECTRIC VAULT ELECTRIC PANEL ELECTRIC CABINET ELECTRIC BOX ELECTRIC METER ELECTRIC GENERATOR ELECTRIC MANHOLE AIR CONDITIONER ELECTRIC OUTLET BOLLARD STORM DRAIN MANHOLE / DROP INLET CATCH BASIN WATER VALVE IRRIGATION CONTROL VALVE WATER METER WATER SPIGOT / HOSE BIB WATER MANHOLE WATER VAULT FIRE HYDRANT GAS VALVE GAS METER TELEPHONE MANHOLE TELEPHONE BOX TELEPHONE VAULT SEWER MANHOLE SEWER CLEANOUT SURVEY MONUMENT CONTROL POINT BARRICADE SIGN RETAINING WALL FENCE GRADE BREAK FLOW LINE SOIL TEST PIT DETAIL CALLOUT COMM LINE GAS LINE ELECTRIC LINE SEWER LINE WATER LINE AIR LINE STORM DRAIN RECLAIMED WATER LINE D GM EX GAS EX OH ELEC EX ELEC EX SS EX WL AIR AIR AIR EX SD EX FO REC WL GAS ELEC SS WL AIR AIR AIR SD TELE REC WL 12" C900 W 12" PVC SS 8"G 12" RCP SD ELEC COMM C1.0 A A B B C C D D 1 1 2 2 3 3 4 4 5 5 LEGEND, ABBREVIATIONS, AND NOTES DATE: PROJECT NUMBER: SHEET TITLE: 6921.009 JANUARY 18, 2023 SHEET: RECORD DRAWINGS ISSUE: ©2022 PI ARCHITECTS & ENGINEERS, INC. 6 6 E E REVISIONS: ISL VENTURES VALAGE SENIOR LIVING CARSON VALLEY BIMcloud: BIM Server 2021 - BIMcloud Basic for ARCHICAD 24/22002 ISLV Minden NV I Ver. 24.03 I Wednesday, March 30, 2022 I 10:47 AM MINDEN, NEVADA WWW.LUMOSINC.COM © LUMOS & ASSOCIATES, INC.: THIS DRAWING IS THE PROPERTY OF LUMOS & ASSOCIATES, INC.. USE OR REPRODUCTION OF THIS DRAWING, IN WHOLE OR IN PART, WITHOUT THE WRITTEN PERMISSION OF LUMOS & ASSOCIATES, INC. IS STRICTLY PROHIBITED. THIS DRAWING IS NOT TO BE USED FOR ANY PROJECT OTHER THAN THE PROJECT FOR WHICH IT WAS PREPARED. 308 N. CURRY ST., STE. 200 CARSON CITY, NV 89703 TEL: [PHONE REDACTED] pi architects ( 5 1 2 ) 2 3 1 - 1 9 1 0 w w w . p i a r c h . c o m 6010 Balcones Dr, A u s t i n , T X Suite 200 7 8 7 3 1 P : Know what's below. Call before you dig. THESE MODIFIED OR RECORD DRAWINGS HAVE BEEN PREPARED, IN WHOLE OR IN PART, ON THE BASIS OF INFORMATION COMPLIED AND FURNISHED BY OTHERS UNDER AGREEMENT WITH THE OWNER OF THE PROJECT. LUMOS AND ASSOCIATES IS NOT RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHICH HAVE BEEN INCORPORATED INTO THIS DOCUMENT AS A RESULT. CAREFUL EXAMINATION OF DOCUMENT CONSTRUCTION SHOULD BE UNDERTAKEN PRIOR TO EXCAVATION, CUTTING, MODIFICATION, OR CONNECTION OF SUBSEQUENT CONSTRUCTION. ---PAGE BREAK--- EX WL EX WL EX WL EX WL EX WL EX WL EX WL EX WL EX WL EX WL EX WL EX WL EX WL EX WL FIRE FIRE FIRE FIRE FIRE FIRE FIRE FIRE DW DW DW DW DW DW DW DW DW DW DW DW DW DW DW DW DW DW DW DW DW DW DW DW WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL FIRE FIRE EX WL WL WL WL WL EX WL WL W EX WL EX WL EX WL EX WL EX WL EX EX D WBOX CR CR SSCO SC SC SC SSCO SSCO VAULT UNKNOWN C CV EB X W E EX R L N: 14662085.86 E: 2285595.82 TYPE 4R CURB INLET AND GRATE PER DOUGLAS COUNTY DETAIL D06 ON C8.4 RIM=4706.45 IE OUT=4703.79 12" N: 14661941.40 E: 2285364.51 HOT TAP EX. WATERLINE N: 14661692.64 E: 2285743.54 INSTALL 8" 45° BEND (MJ) THRUST BLOCKS PER DOUGLAS COUNTY DETAIL D12 ON C8.1 N: 14661859.99 E: 2285829.81 INSTALL 8" 22.5° BEND (MJ) THRUST BLOCKS PER DOUGLAS COUNTY DETAIL D12 ON C8.1 N: 14661902.22 E: 2285879.72 INSTALL 8" 45° BEND (MJ) THRUST BLOCKS PER DOUGLAS COUNTY DETAIL D12 ON C8.1 N: 14662088.30 E: 2285975.69 INSTALL WATER CONNECTION 8" WM THRUST BLOCKS PER DOUGLAS COUNTY DETAIL D12 ON C8.1 N: 14661807.11 E: 2285509.40 INSTALL 8" ELBOW (MJ) THRUST BLOCKS PER DOUGLAS COUNTY DETAIL D12 ON C8.1 YARD HYDRANT W/ VACUUM BREAKER 90° ELBOW (MJ) 45° ELBOW (MJ) 90° ELBOW EX. SSMH RIM=4705.92' N 8" PVC IE=4699.38' SE 8" PVC IE=4699.47' SW 6" PVC IE=4699.45' 45° ELBOW (MJ) N: 14662008.85 E: 2285679.76 SDDI #5 PER DETAIL ON C8.4 RIM=4708.61 IE IN=4705.30 4" (NE) IE IN=4703.92 6" (SW) IE OUT=4703.92 12" (NW) N: 14662079.97 E: 2285720.76 SDDI #4 PER DETAIL ON C8.4 RIM=4708.40 IE IN=4704.75 12" (SE) IE IN=4705.50 4" (NE) IE IN=4705.50 4" IE OUT=4704.65 12" (NW) N: 14662030.34 E: 2285817.62 SDDI #3 PER DETAIL ON C8.4 RIM=4708.40 IE IN=4705.50 4" IE IN=4705.50 4" (NE) IE IN=4705.50 4" IE IN=4705.50 4" (SE) IE OUT=4705.02 12" (NW) N: 14661809.63 E: 2285670.65 SDDI #1 PER DETAIL ON C8.4 RIM=4708.10 IE IN=4705.50 4" (NE) IE OUT=4704.45 12" (SW) N: 14661831.07 E: 2285629.24 SDDI #2 PER DETAIL ON C8.4 RIM=4708.10 IE IN=4705.43 4" (NE) IE IN=4705.43 4" IE OUT=4704.23 12" (SW) N: 14661753.07 E: 2285588.57 SDMH #5 RIM=4707.34 IE IN=4703.35 15" (SE) IE IN=4703.35 12" (NE) IE OUT=4703.25 15" (NW) N: 14661935.96 E: 2285855.46 SDMH #1 RIM=4707.44 IE IN=4704.76 6" (NW) IE IN=4704.76 12" (SE) IE OUT=4704.65 12" (SW) N: 14662113.59 E: 2285655.57 SDMH #2 RIM=4708.00 IE IN=4704.01 12" (SE) IE OUT=4703.91 12" (SW) N: 14661811.78 E: 2285475.95 SDMH #6 RIM=4706.69 IE IN=4702.93 15" (SE) IE IN=4702.93 15" (NE) IE OUT=4702.83 15" (NW) N: 14661929.77 E: 2285867.49 TYPE 4R CURB INLET AND GRATE PER DOUGLAS COUNTY DETAIL D06 ON C8.4 RIM=4706.73 IE OUT=4704.79 12" (NW) N: 14662050.48 E: 2285599.02 SDMH #3 RIM=4706.72 IE IN=4703.70 12" (NE) IE IN=4703.70 12" (SE) IE IN=4703.71 12" IE OUT=4703.60 15" (SW) N: 14661663.63 E: 2285706.94 TYPE 4R CURB INLET AND GRATE PER DOUGLAS COUNTY DETAIL D06 ON C8.4 RIM=4706.45 IE OUT=4704.00 12" (NE) N: 14661688.86 E: 2285746.14 TYPE 4R CURB INLET AND GRATE PER DOUGLAS COUNTY DETAIL D06 ON C8.4 RIM=4706.24 IE OUT=4703.99 12" N: 14661682.13 E: 2285724.62 SDMH #7 RIM=4706.05 IE IN=4703.94 12" (NE) IE IN=4703.94 12" IE IN=4703.94 12" (SW) IE OUT=4703.84 15" (NW) N: 14661860.73 E: 2285387.23 SDMH #8 RIM=4703.37 IE OUT=4701.43 15" (NW) N: 14661690.05 E: 2285735.46 INSTALL 8" 45° BEND (MJ) THRUST BLOCKS PER DOUGLAS COUNTY DETAIL D12 ON C8.1 N: 14661731.51 E: 2285629.91 SDMH #4 RIM=4707.19 IE IN=4703.57 15" (SE) IE IN=4703.57 12" (NE) IE OUT=4703.47 15" (NW) 500 GAL GREASE INTERCEPTOR PER MGSD DETAIL K ON C8.3 RIM=4706.78 IE IN=4700.69 IE OUT=4700.44 DUMPSTER PAD DRAIN SYSTEM PER MGSD DETAIL F ON C8.3 RIM= 4706.65 IE OUT=4702.00 FDC AND PIV PER DETAIL 3/C8.2 FIRE HYDRANT ASSEMBLY PER DOUGLAS COUNTY DETAIL B14 ON C8.1 LOCATE EX. 4" WATER STUB. INSTALL 4" X3" REDUCER AND INSTALL 3" METER AND BACKFLOW PREVENTER PER DOUGLAS COUNTY DETAIL B17 & B03 ON C8.3 WATER LINE TRENCH PER DOUGLAS COUNTY DETAIL B01 ON C8.1 FF 4708.40 EXISTING BUILDING SANTA ANITA AVE (EX/PUBLIC) IRONWOOD DRIVE (EX/PUBLIC) U.S. HIGHWAY 395 (EX/PUBLIC) IE 4702.70' TRASH RACK PER DOUGLAS COUNTY DETAIL D08 ON C8.4 RIP-RAP OUTLET TO TOE OF POND TYPICAL STORM DRAIN TRENCH PER DOUGLAS COUNTY DETAIL D01 ON C8.4 3"W 8"W 8"W 8"W 3"W 8"W 1" IRRIGATION METER AND BACKFLOW PREVENTER PER DETAIL DOUGLAS COUNTY DETAIL B04 ON C8.5 AND B17 ON C8.3. 6"W FIRE HYDRANT ASSEMBLY PER DOUGLAS COUNTY DETAIL B14 ON C8.1 CONNECT TO EX. SDMH RIM=4704.55' N 24"CPP IE=4699.98' SE 24" CPP IE=4699.57' S 24" CPP IE=4700.10' GAS METER LOCATION CONNECT ROOF DOWNSPOUTS TO INTERIOR CATCH BASINS. SEE SHEET C6.1 CONNECT ROOF DOWNSPOUTS TO INTERIOR CATCH BASINS. SEE SHEET C6.1 CONNECT ROOF DOWNSPOUTS TO INTERIOR CATCH BASINS. SEE SHEET C6.1 RP BACKFLOW PER DETAIL B17/C8.3 SANITARY SEWER MANHOLE PER MGSD DETAIL A-1 & A-3 ON C8.2 RIM=4706.97 IE IN=4700.30 SW/SE IE OUT=4700.20 NW (EX) EX.8"WL CONNECT TO EX. WL W/90°(MJ) 3/4"W 3000 GAL GREASE INTERCEPTOR PER MGSD DETAIL K ON C8.3 SEE SHEET C6.1 FIRE HYDRANT ASSEMBLY PER DOUGLAS COUNTY DETAIL B14 ON C8.1 SEE MECH PLANS FOR CONNECTION, VENTING AND PIPING DETAIL FIRE HYDRANT ASSEMBLY PER DOUGLAS COUNTY DETAIL B14 ON C8.1 20' PROP. WATERLINE EASEMENT GATE VALVE PER DETAIL B10/C8.1 GATE VALVE PER DETAIL B10/C8.1 SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD 12"SD 12"SD SEE PLUMBING PLAN FOR CONNECTION, VENTING AND PIPING DETAIL LINT INTERCEPTOR. SEE MECH PLANS AND C6.1 SAMPLE WELL. REF MECH PLANS AND C6.1 9 LF 4" SS 108.83' of 12" HDPE @ 0.25% 73.35' of 12" HDPE @ 0.87% 84.73' of 12" HDPE @ 0.25% 268.56' of 15" HDPE @ 0.25% 53.56' of 15" HDPE @ 0.25% N: 14662079.97 E: 2285720.76 SDDI #4 PER DETAIL ON C8.4 RIM=4708.40 IE IN=4704.75 12" (SE) IE IN=4705.50 4" (NE) IE IN=4705.50 4" IE OUT=4704.65 12" (NW) 127.01' of 15" HDPE @ 0.25% 46.63' of 15" HDPE @ 0.25% 106.81' of 15" HDPE @ 0.25% 285.57' of 12" HDPE @ 0.25% 13.53' of 12" HDPE @ 0.25% 90.84' of 12" HDPE @ 0.25% 33.84' of 12" HDPE @ 0.24% 185.87' of 15" HDPE @ 1.00% 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 9+72 0+00 1+00 2+00 3+00 4+00 5+00 6+00 6+68 0+00 1+00 2+00 3+00 4+00 5+00 5+69 ALIGNMENT "STORM DRAIN 2" ALIGNMENT "STORM DRAIN 2" ALIGNMENT "STORM DRAIN 1" ALIGNMENT "STORM DRAIN 1" ALIGNMENT "WATER" ALIGNMENT "WATER" ALIGNMENT "WATER" N: 14662031.57 E: 2285573.11 INSTALL SS CLEANOUT PER MGSD DETAIL G ON C8.2 RIM=4708.38 IE=4700.40 SEE ENLARGED VIEW SHEET C6.1 3" INSERTA TEE FOR CONNECTION TO 3" SD PER PLUMBING PLANS SD IE:4704.88 SS IE : ~4703.80 87.98' of 12" HDPE @ 1.00% 88.11' of 12" HDPE @ 1.00% TOP OF WATER= 4703.40 TOP OF WATER= 4702.80 TOP OF FIRE= 4702.50 TOP OF WATER~ 4702.50 TRANSFORMER PAD PER NVE PLANS 0 20' 40' C6.0 A A B B C C D D 1 1 2 2 3 3 4 4 5 5 UTILITY PLAN DATE: PROJECT NUMBER: SHEET TITLE: 6921.009 JANUARY 18, 2023 SHEET: RECORD DRAWINGS ISSUE: ©2022 PI ARCHITECTS & ENGINEERS, INC. 6 6 E E REVISIONS: ISL VENTURES VALAGE SENIOR LIVING CARSON VALLEY BIMcloud: BIM Server 2021 - BIMcloud Basic for ARCHICAD 24/22002 ISLV Minden NV I Ver. 24.03 I Wednesday, March 30, 2022 I 10:47 AM MINDEN, NEVADA WWW.LUMOSINC.COM © LUMOS & ASSOCIATES, INC.: THIS DRAWING IS THE PROPERTY OF LUMOS & ASSOCIATES, INC.. USE OR REPRODUCTION OF THIS DRAWING, IN WHOLE OR IN PART, WITHOUT THE WRITTEN PERMISSION OF LUMOS & ASSOCIATES, INC. IS STRICTLY PROHIBITED. THIS DRAWING IS NOT TO BE USED FOR ANY PROJECT OTHER THAN THE PROJECT FOR WHICH IT WAS PREPARED. 308 N. CURRY ST., STE. 200 CARSON CITY, NV 89703 TEL: [PHONE REDACTED] pi architects ( 5 1 2 ) 2 3 1 - 1 9 1 0 w w w . p i a r c h . c o m 6010 Balcones Dr, A u s t i n , T X Suite 200 7 8 7 3 1 P : Know what's below. Call before you dig. AREAS OF POTENTIAL SPECIAL CONSTRUCTION LEGEND 1. ALL NEW WATER MAINS AND LATERALS SHALL MAINTAIN A MIN 6" SEPARATION FROM SEWER AND STORM DRAIN AT PERPENDICULAR CROSSINGS. ALL SEWER AND STORM DRAIN WITH WATER LATERAL CROSSING CONFLICTS SHALL HAVE JOINTS SEALED TO ACHIEVE A WATER TIGHT CONNECTION WITHIN 10 FEET OF THE WATER CROSSING. ADDITIONALLY, WATER MAINS AND LATERAL PIPES SHALL BE JOINTLESS. REFER TO NDEP "GUIDANCE FOR AREAS REQUIRING MITIGATION FOR WATER AND SEWER SEPARATION" FOR MITIGATION ON WATER SERVICES CROSSING SANITARY SEWER AND STORM DRAIN. SPECIAL CONSTRUCTION AT CROSSINGS: 1. EXISTING WATER LINES SHALL BE FIELD VERIFIED FOR LOCATION AND DEPTH. UTILITY NOTES: THESE MODIFIED OR RECORD DRAWINGS HAVE BEEN PREPARED, IN WHOLE OR IN PART, ON THE BASIS OF INFORMATION COMPLIED AND FURNISHED BY OTHERS UNDER AGREEMENT WITH THE OWNER OF THE PROJECT. LUMOS AND ASSOCIATES IS NOT RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHICH HAVE BEEN INCORPORATED INTO THIS DOCUMENT AS A RESULT. CAREFUL EXAMINATION OF DOCUMENT CONSTRUCTION SHOULD BE UNDERTAKEN PRIOR TO EXCAVATION, CUTTING, MODIFICATION, OR CONNECTION OF SUBSEQUENT CONSTRUCTION. RE RE RE RE FIRE FIRE FIRE FIRE FIRE FIRE FIRE FIRE FIR FIR F WL W WL WL W WL WL WL WL WL 8"W WL LOW LOW IL 0+00 00 1+00 2+00 ALIGNMENT "WATER" FI FI FI FI FI FI FI FI F F A 0 WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL B01 ON 01 ON C8.1 C 8"W D "SD "SD 2"SD 2"SD 12"SD 12"SD 12"S 12"S 12 12 DPE 127.01' of 15" HD " HD " HDP " HDP HDP HDP HDP HDP HDPE HDPE HDPE HDPE DPE DPE DPE DPE DPE @ 0.25% DPE @ 0.25% 46 46 46.6 46.6 46.63 46.63 6.63' o 6.63' o 63' of 63' of 3' of 1 3' of 1 of 15 of 15 of 15" of 15" 15" H 15" H 5" HD 5" HD 5" HDP 5" HDP HDP HDP HDPE HDPE DPE DPE DPE @ DPE @ PE @ 0.25% PE @ 106.81' of 15" HDPE @ 0.25% of 15" HDPE @ 0.25% 3+00 0 4+00 0 5+00 5+00 00 00 +00 3+ 3+ 3+ 3+0 +0 +0 +00 00 00 00 00 00 3 0 ALIGNMENT "WATER" WL L WL WL W WL L WL WL WL WL WL WL W WL WL 8"W 6+00 6+ 7 +0 +0 +0 +0 +0 +0 +0 +00 00 00 00 00 2+ 2+ 2+ 2+ 2+ 2+ 2+00 +0 ALIGNMENT "WATER" WL WL WL WL WL WL WL WL WL 8"W 0 of 12 of 12 of 12" HDPE @ of 12" HDPE @ @ @ @ @ @ @ @ @ @ o W 0 8+00 9+00 9 0 0 o WL WL WL WL WL WL WL 0 00 00 00 00 00 00 00 00 00 +00 00 +00 +00 +0 +0 7+0 7+0 7+ 7+ + 1+ 1+ 1+ 1+ 1+ 1+ 1 7+ 7+ 7+ 7+ + 1 7 + 7+ 7+ 7+ 7+ + ---PAGE BREAK--- 4695 4700 4710 4+00 (4707.3) 4707.27 5+00 (4706.0) 4706.02 6+00 (4706.9) 4706.90 7+00 (4707.2) 4707.20 8+00 (4706.8) 4706.77 9+00 (4707.1) 4707.07 10+00 STORM DRAIN I.E. 4703.66 WATER TOP 4702.52 STORM DRAIN I.E: 4703.80 WATER TOP 4702.63 INSTALL 8" 22.5° BEND (MJ) ELEV: 4702.87 INSTALL 8" 45° BEND (MJ) ELEV: 4702.88 INSTALL 90° MJ ELBOW ELEV: 4702.64 INSTALL GATE VALVE FIRE HYDRANT CONNECTION ELEV: 4702.59 INSTALL GATE VALVE ELEV: 4702.88 FIRE HYDRANT CONNECTION ELEV: 4702.89 CONNECT TO EX. WL W/ 90° (MJ) ELEV TO BE VERIFIED IN FIELD. CONTACT ENGINEER WHEN IDENTIFIED 42" MIN. PROPOSED GROUND EXISTING GROUND 6" MIN. 4695 4700 4710 0+00 (4707.7) 4707.68 1+00 (4708.2) 4708.17 2+00 (4707.9) 4707.89 3+00 (4707.4) 4707.38 CONNECT TO EX. WL W/ 8"X8"X8" TEE (MJ) ELEV TO BE VERIFIED IN FIELD. CONTACT ENGINEER WHEN IDENTIFIED SANITARY SEWER LATERAL FIRE HYDRANT CONNECTION INSTALL 90° MJ ELBOW ELEV: 4702.38 STORM DRAIN I.E: 4703.44 WATER TOP 4702.47 PROPOSED GROUND EXISTING GROUND C7.1 A A B B C C D D 1 1 2 2 3 3 4 4 5 5 WATERLINE PLAN DATE: PROJECT NUMBER: SHEET TITLE: 6921.009 JANUARY 18, 2023 SHEET: RECORD DRAWINGS ISSUE: ©2022 PI ARCHITECTS & ENGINEERS, INC. 6 6 E E REVISIONS: ISL VENTURES VALAGE SENIOR LIVING CARSON VALLEY BIMcloud: BIM Server 2021 - BIMcloud Basic for ARCHICAD 24/22002 ISLV Minden NV I Ver. 24.03 I Wednesday, March 30, 2022 I 10:47 AM MINDEN, NEVADA WWW.LUMOSINC.COM © LUMOS & ASSOCIATES, INC.: THIS DRAWING IS THE PROPERTY OF LUMOS & ASSOCIATES, INC.. USE OR REPRODUCTION OF THIS DRAWING, IN WHOLE OR IN PART, WITHOUT THE WRITTEN PERMISSION OF LUMOS & ASSOCIATES, INC. IS STRICTLY PROHIBITED. THIS DRAWING IS NOT TO BE USED FOR ANY PROJECT OTHER THAN THE PROJECT FOR WHICH IT WAS PREPARED. 308 N. CURRY ST., STE. 200 CARSON CITY, NV 89703 TEL: [PHONE REDACTED] pi architects ( 5 1 2 ) 2 3 1 - 1 9 1 0 w w w . p i a r c h . c o m 6010 Balcones Dr, A u s t i n , T X Suite 200 7 8 7 3 1 P : Know what's below. Call before you dig. REVISIONS: AREAS OF POTENTIAL SPECIAL CONSTRUCTION LEGEND 1. ALL NEW WATER MAINS AND LATERALS SHALL MAINTAIN A MIN 6" SEPARATION FROM SEWER AND STORM DRAIN AT PERPENDICULAR CROSSINGS. ALL SEWER AND STORM DRAIN WITH WATER LATERAL CROSSING CONFLICTS SHALL HAVE JOINTS SEALED TO ACHIEVE A WATER TIGHT CONNECTION WITHIN 10 FEET OF THE WATER CROSSING. ADDITIONALLY, WATER MAINS AND LATERAL PIPES SHALL BE JOINTLESS. REFER TO NDEP "GUIDANCE FOR AREAS REQUIRING MITIGATION FOR WATER AND SEWER SEPARATION" FOR MITIGATION ON WATER SERVICES CROSSING SANITARY SEWER AND STORM DRAIN. SPECIAL CONSTRUCTION AT CROSSINGS: 6" MIN. ALIGNMENT "WATER" ALIGNMENT "WATER" CONTINUED BELOW THESE MODIFIED OR RECORD DRAWINGS HAVE BEEN PREPARED, IN WHOLE OR IN PART, ON THE BASIS OF INFORMATION COMPLIED AND FURNISHED BY OTHERS UNDER AGREEMENT WITH THE OWNER OF THE PROJECT. LUMOS AND ASSOCIATES IS NOT RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHICH HAVE BEEN INCORPORATED INTO THIS DOCUMENT AS A RESULT. CAREFUL EXAMINATION OF DOCUMENT CONSTRUCTION SHOULD BE UNDERTAKEN PRIOR TO EXCAVATION, CUTTING, MODIFICATION, OR CONNECTION OF SUBSEQUENT CONSTRUCTION. ---PAGE BREAK--- March 5, 2025, Minden Town Board Meeting Administrative Agenda, Item Number 2 DATE: __February 27, 2025 PREPARED BY: Marcie Schurke, Senior Accountant Rachel Hamer, Administrative Services Manager SUBJECT: For possible action: Discussion and possible action to approve, approve with conditions, continue or deny Town of Minden Resolution TOM2025R-004 augmenting the FY2024/2025 budget. Appearance by JD Frisby, Town Manager. Public comment. PREVIOUS ACTION: • No previous action for this item. BACKGROUND: In accordance with Nevada Revised Statutes (NRS), certain actions related to the adopted budget must be approved by the governing body and reported to the State of Nevada. Among these actions are augmentations to the adopted budget, specifically, increases or decreases to revenues or expenditures under certain conditions. This item requests approval of the attached resolution for budget augmentations for one fund: • (640) Minden Retail Water—Augmentation This augmentation is for the purchase of a water truck with a snow plow attachment. Due to the limited availability of equipment and long lead times on vehicles and large machinery, Staff is looking to push forward the purchase of this truck. Staff originally planned to include this request this as part of the FY 25/26 budget. However, with the immediate availability of the truck with the exact specifications, Staff wishes to take the opportunity to push forward with the purchase. FISCAL IMPACT: This augmentation would be pulled from Minden Retail Water capital improvement reserves. STAFF RECOMMENDATION: Staff recommends the Board approve Town of Minden Resolution TOM2025R-004 augmenting the FY2024/25 budget. ACTION TAKEN: Approve Continue Deny Approve with conditions: ---PAGE BREAK--- WHERAS, there is a need to augment/adjust the 2024-25 Budget for the Town of Minden as follows: MINDEN TOWN WATER (640) Expenditures Machinery & Equipment 80,000 $ Capital Improvement Reserves (80,000) $ ADOPTED, day of 2025 VOTE: AYES NAYS ABSENT MINDEN TOWN BOARD MINDEN, NV ATTEST: Page 3 RESOLUTION NUMBER TOM2025R-004 RESOLUTION AUGMENTING/AMENDING THE 2024-25 FISCAL YEAR BUDGET FOR THE TOWN OF MINDEN NOW THEREFORE BE IT RESOLVED, that the 2024-25 Fiscal Year Budget Augmentation/Amendments for the Town of Minden is herein approved. CHAIRMAN CLERK TO THE BOARD ---PAGE BREAK--- Source of Funds: Request Date Requested By Fiscal Year Fund/Dept: Revenue Expend Increase Increase 1 640-913-564-500 80,000 2 640-913-625-250 (80,000) 3 4 5 6 7 8 9 10 11 12 13 14 Total - - Purpose: Truck purchase for retail water. Pulling from reserves to move quickly on a truck that is curently on the lot and meets our specifications. If we have to order a truck it can take 6-12 months to receive. * A project number is required for all Capital Projects Signature Agenda # Meeting Date Agenda # Meeting Date JE# Date By Updated 9/1/21 2/27/25 24-25 Douglas County Finance Department Budget Augment Request Form Marcie Schurke 640-913 Use this form to request an increase in total expenditures. Use the Budget Transfer form to move budgetary authority. Note that all augments require a BOCC resolution. Finance will review your request form & advise as to whether you should create the resolution or Finance will handle submission to IRC/BOCC Finance Use Only IRC Approval BOCC Approval Account Name Project* Department Head Name GL Account # xxx-xxx xxx.xxx format Machinery & Equipment Capital Improvement Reserves Adjusted Opening Fund Balance (AOFB) Greater Than Anticipated Revenues Grant - STOP - use the Grant Forms Packet Internal Svc/Enterprise/Capital Projects Fund Reserves ---PAGE BREAK--- ---PAGE BREAK--- March 5, 2025, Minden Town Board Meeting Administrative Agenda, Item Number 3 DATE: _February 24, 2025 PREPARED BY: Marcie Schurke, Town Senior Accountant SUBJECT: For possible action: Discussion and possible action to provide direction to Staff regarding a staff presentation on the FY 24/25 Financial State of the Town for the Town of Minden. Appearance by Marcie Schurke, Senior Accountant and JD Frisby, Town Manager. Public comment. PREVIOUS ACTION: • January 8, 2025, Board Meeting: The Board reviewed and approved the proposed calendar and process for the development, review, consideration and possible approval of the Final Fiscal Year 2025/2026 Town of Minden Budget. BACKGROUND: Pursuant to the adopted Financial Policies of the Town of Minden, to achieve and maintain the financial objectives of the Town Board, Town Staff will in addition to the annual Town of Minden Strategic Planning session, conduct an annual review/analysis of the projected financial state of the Town prior to and during the budget process. The review/analysis of the financial state of the Town, as prepared by Town Staff will: • Provide an overview of the Town of Minden budgets. • Compare fiscal year to date budget to actual revenues and expenses in each Town of Minden Fund • Highlight current year completed and in-progress capital projects • Overview of current personnel and organizational chart STAFF RECOMMENDATION: Staff recommends the Board provide direction, if needed, regarding a staff presentation on the FY 24/25 Financial State of the Town for the Town of Minden. ACTION TAKEN: Approved Continued Denied Approved with conditions: ---PAGE BREAK--- “Promoting Town financial security and independence.” ---PAGE BREAK--- Recent Accomplishments Road Rehab of Bougainvillea o Including improvements to sidewalks, ADA ramps and cross gutters Westwood Park Splash Pad 10th Street to US 395 Sidewalk Connection Well 2 Rehabilitation Purchase of a rear load trash truck Upgrade to the Gazebo sound system ---PAGE BREAK--- FY 24/25 Projects Road Rehab of Pinewood Improvements to Well 4 Replace siding New paint Fence around the fuel tank New Well #12 Purchase of a Dump Truck for Public Works maintenance Improvements to the room and the CVIC Hall annex ---PAGE BREAK--- Budget Overview Six Town of Minden Funds: o Three Governmental Funds • Minden Town General (630) • Minden Ad Valorem Capital Projects (631) • Minden Capital Equipment/Construction (636) o Three Enterprise Funds • Minden Trash (635) • Minden Wholesale Water Utility (639) • Minden Retail Water (640) ---PAGE BREAK--- Town General Fund Budget to Actual – Year to Date Budget Actual % Budget Property Tax 1,686,569 1,368,454 81% Gaming Tax 80,000 57,499 72% State Consolidated Tax 531,604 201,768 38% Interest 23,141 16,974 73% Rent/Lease Income 33,000 33,172 101% Miscellaneous - 1,265 - Total Revenue 2,354,314 1,679,131 71% Department 911 - General Admin Salaries & Benefits 155,201 97,997 63% Services & Supplies 184,552 86,666 47% Department 915 - Highways & Streets Salaries & Benefits 99,060 63,283 64% Services & Supplies 175,559 81,830 47% Department 916 - Culture & Recreation Salaries & Benefits 477,112 299,411 63% Services & Supplies 258,265 110,821 43% Department 917 - Other Public Works Salaries & Benefits 131,985 84,223 64% Services & Supplies 46,795 18,031 39% Total Expense 1,528,529 842,261 55% Revenue Expense Revenue • Property tax is tracking well • One more tax installment in March • State Consolidated Tax is low • Distributions are behind due to a change in the State’s operating systems • Distributions will be caught up by year end Expense • Salaries & Benefits are on track in all departments • Services & Supplies are low • As we go into Spring and Summer, maintenance and small projects will pick up ---PAGE BREAK--- Town General Fund Budgeted Revenue 72% 3% 23% 1% 1% GF Budgeted Revenue Property Tax Gaming Tax State Consolidated Tax Rent/Lease Income Interest Income ---PAGE BREAK--- Town General Fund Budgeted Expenses 24% 13% 27% 36% GF Total Budgeted Expenses Salaries Benefits Services & Supplies Transfers Out ---PAGE BREAK--- Town General Fund Budgeted Expenses by Department 14% 11% 32% 7% 36% GF Total Department Expenses General Admin Highways & Streets Culture & Recreation Other Public Works Transfers Out ---PAGE BREAK--- Town General Fund 0% 10% 20% 30% 40% 50% 60% 70% 80% Revenue Admin Exp Highways & Streets Exp Culture & Rec Exp Public Works Exp Year over Year Comparison of Actuals FY24 % Actual to Budget FY25 % Actual to Budget ---PAGE BREAK--- Ad Valorem Capital Projects Fund Budget to Actual – Year to Date Budget Actual % Budget County Distribution 70,766 46,566 66% Interest 2,240 2,387 107% Total Revenue 73,006 48,953 67% Capital Projects 50,000 8,354 17% Machinery & Equipment - - - Total Expense 50,000 8,354 17% Current Reserve Balance Appropriated Reserve 116,478 Ad Valorem Capital Projects Fund Revenue Expense • The funding source in this fund is a distribution from the County of Ad Valorem tax specific to capital spending • The gazebo sound system upgrade is the only budgeted capital project in this fund ---PAGE BREAK--- Capital Equipment/Construction Fund Budget to Actual – Year to Date Budget Actual % Budget Transfer In 1,025,000 - - Donations 65,000 65,000 100% Interest 36,320 44,452 122% Total Revenue 1,126,320 109,452 10% Capital Projects 1,003,131 401,402 40% Machinery & Equipment 90,000 84,767 94% Total Expense 1,093,131 486,170 44% Current Reserve Balance Appropriated Reserve 2,435,164 Capital Equipment/Construction Fund Revenue Expense • The main funding source in this fund is a transfer from the General Fund • Budgeted transfer was $825,000 plus $200,000 in roll over fund balance • The donation revenue was for the Westwood Splashpad project • $50,000 from Mike Pegram and the Carson Valley Inn and $15,000 from the Carson Valley Active 20- 30 Club #85 • The budgeted capital projects consist of road rehab, improvements to Jake’s Wetlands, and the purchase of a dump truck for public works maintenance • Westwood Splashpad and the 10th street sidewalk project rolled over from prior years ---PAGE BREAK--- Trash Fund Budget to Actual – Year to Date Budget Actual % Budget Charges for Services 1,100,172 619,281 56% Interest 13,167 6,498 49% Total Revenue 1,113,339 625,779 56% Salaries & Benefits 515,038 302,711 59% Services & Supplies 517,421 276,742 53% Machinery & Equipment 377,445 377,445 100% Total Expense 1,409,904 956,898 68% Current Reserve Balance Operating Reserves 160,393 Capital Improvement Reserves 256,554 Total 416,947 Revenue Expense Trash Fund • Revenue is in good shape at 56% • New rates are in effect and we are on track to hit our projected charges for trash services • Salaries & Benefits as well as Services & Supplies are in good shape • The equipment budget is the purchase of a rear load trash truck that rolled over from last fiscal year • The lead time on the truck was so long we had to roll it over ---PAGE BREAK--- Trash Fund 33% 18% 49% Trash Total Budgeted Expenses Salaries Benefits Services & Supplies ---PAGE BREAK--- Trash Fund 40% 44% 48% 52% 56% 60% 64% Revenue Expense Year over Year Comparison of Actuals FY24 % Actual to Budget FY25 % Actual to Budget ---PAGE BREAK--- Wholesale Water Fund Budget to Actual – Year to Date Budget Actual % Budget Charges for Services 1,599,717 1,028,922 64% Interest 121,740 108,829 89% Total Revenue 1,721,457 1,137,750 66% Salaries & Benefits 516,356 330,706 64% Services & Supplies 777,433 438,444 56% Capital Projects 2,610,000 7,662 0% Transfers Out 15,755 15,755 100% Total Expense 3,919,544 792,568 20% Current Reserve Balance Operating Reserves 477,469.00 Repair & Replacement 4,579,426.00 Treatment Reserves 1,310,372.00 Heybourne Reserves 21,900.00 Rate Stabilization 308,188.00 Total 6,697,355.00 Wholesale Water Fund Revenue Expense • Revenue is looking great overall • New rates went into effect July 1st • Salaries & Benefits as well as Services & Supplies are in good shape • The capital projects budget is for the new well • We are currently in contract with Dowl Inc for design • The transfer out is to the retail water fund as part of the adjustments made with the change in wholesale water reserves ---PAGE BREAK--- Wholesale Water Fund 27% 13% 60% Wholesale Water Total Budgeted Expenses Salaries Benefits Services & Supplies ---PAGE BREAK--- Wholesale Water Fund 48% 52% 56% 60% 64% 68% Revenue Expense Year over Year Comparison of Actuals FY24 % Actual to Budget FY25 % Actual to Budget ---PAGE BREAK--- Retail Water Fund Budget to Actual – Year to Date Budget Actual % Budget Charges for Services 1,145,000 756,916 66% Interest 164,371 158,287 96% Connection Fees - 912,556 0% Sale of Water Rights 115,000 115,000 100% Transfers In 15,755 15,755 100% Total Revenue 1,440,126 1,958,514 136% Salaries & Benefits 401,433 258,428 64% Services & Supplies 825,025 407,148 49% Capital Projects 197,427 64,655 33% Total Expense 1,423,885 730,232 51% Current Reserve Balance Operating Reserve 336,299 Capital Improvement Reserve 8,870,135 Total 9,206,434 Retail Water Fund Revenue Expense • Revenue is looking great overall • Connection fees are collected on new construction • Sale of water rights are annual payments from Carson City and Douglas County based on an interlocal agreement • Salaries & Benefits as well as Services & Supplies are in good shape • There are no budgeted capital projects this year • The budget is a roll over AC Waterline Replacement project for Hwy 395 – phase II ---PAGE BREAK--- Retail Water Fund 21% 12% 67% Retail Water Total Budgeted Expenses Salaries Benefits Services & Supplies ---PAGE BREAK--- Retail Water Fund 0% 10% 20% 30% 40% 50% 60% 70% Revenue Expense Year over Year Comparison of Actuals FY24 % Actual to Budget FY25 % Actual to Budget ---PAGE BREAK--- Current Town Personnel o 18 Full Time Employees • 6 Administrative • 12 Public Works o 2 Part Time Employees • 2 Maintenance Assistants o Total FTE 18.95 We are currently fully staffed! Personnel Summary ---PAGE BREAK--- ---PAGE BREAK--- Town of Minden’s 4th of July Celebration Minden’s Gazebo Lighting Countdown Town of Minden’s Carson Valley Days Breakfast Town of Minden Events ---PAGE BREAK--- March 5, 2025 Minden Town Board Meeting Administrative Agenda, Item Number 4 DATE: __February 10, 2025 PREPARED BY: JD Frisby, Town Manager Marcie Schurke, Senior Accountant SUBJECT: For possible action: Discussion and possible action to adopt, adopt with conditions, continue or deny a Town of Minden Tentative Capital Improvement Plan for Fiscal Year 2026. Possible action may include discussion and approval of all or a portion of the projects on the Capital Improvement Plan. Appearance by JD Frisby, Town Manager and Marcie Schurke, Senior Accountant. Public Comment. PREVIOUS ACTION: • Each year the Board reviews the proposed Capital Improvement Plan for the upcoming Fiscal Year. BACKGROUND: The Town of Minden Capital Improvement Plan (CIP) is an important planning tool used to link the Town's physical development planning with fiscal planning. This plan improves the link between capital improvement requests, and the Town’s Strategic Planning Goals. As part of the Town's budget process, Nevada State law requires the annual submission of a 5-year CIP, as well as the specific fiscal year Board approved projects with available funding (NRS 354.5945). Pursuant to NRS, if a project is not included in the fiscal year budget, the Board may not take any action on the project until a subsequent fiscal year. Exceptions can be made for emergency maintenance and repair projects. Attached for Board information is the Staff recommended Town of Minden 10-year Capital Improvement Plan, a project description, and budget for each of the below referenced projects. Based on previous direction from the Board, Town Staff assembled the following Capital Improvement Projects for FY26: • Road Rehabilitation Projects • Sidewalk and Pathway Upgrades • Purchase of Capital Equipment • Jake’s Wetland Improvements • Waterline Improvements • Land Purchases ---PAGE BREAK--- March 5, 2025 Minden Town Board Meeting Administrative Agenda, Item Number 4 FISCAL IMPACT: The projects selected by the Board will be included in the FY25/26 Budget with funds designated from the appropriate fund. STAFF RECOMMENDATION: Staff recommends the Board approve a Town of Minden Tentative Capital Improvement Plan for Fiscal Year 2026. Approval may include discussion and approval of all or a portion of the projects on the Capital Improvement Plan. ACTION TAKEN: Approved Continued Denied Approved with conditions: ---PAGE BREAK--- TOWN OF MINDEN FY25/26 Budget Planning - Current Approved Projects Project Fund/Dept. 2025/2026 2026/2027 2027/2028 2028/2029 2029/2030 2030/2031 2031/2032 2032/2033 2033/2034 2034/2035 Total Transportation Sidewalks and Pathways Minden Sidewalk Repairs/ADA Ramps 636-918 33,075 34,729 36,465 38,288 40,203 42,213 44,324 46,540 48,867 51,310 364,704 Minden Curb And Gutter Repairs 636-918 22,050 23,153 24,310 25,526 26,802 28,142 29,549 31,027 32,578 34,207 243,136 Sidewalks and Pathways Total 55,125 57,881 60,775 63,814 67,005 70,355 73,873 77,566 81,445 85,517 607,839 Street Rehabilitation (actual streets included in project will vary based on bids and other factors) Street Rehabilitation Project 636-918 402,413 422,534 443,660 465,843 489,136 513,592 539,272 566,236 594,547 624,275 4,437,233 Street Rehabilitation Total 402,413 422,534 443,660 465,843 489,136 513,592 539,272 566,236 594,547 624,275 4,437,233 Transportation Total 457,538 480,415 504,436 529,657 556,140 583,947 613,145 643,802 675,992 709,792 5,045,072 Water Resources Water System Retail AC Pipe Replacement (actual pipes replaced will vary) 640-913 600,000 600,000 600,000 600,000 600,000 600,000 600,000 600,000 600,000 600,000 5,400,000 Highway 395 Waterline Replacement 640-913 3,050,000 - - - - - - - - - 3,050,000 Retail Water System Total 3,650,000 600,000 600,000 600,000 600,000 600,000 600,000 600,000 600,000 600,000 8,450,000 Water System Wholesale Well Rehabilitation 639-919 - - - - - - - 75,000 - - 75,000 Wholesale Water System Total - - - - - - - 75,000 - - 75,000 Water Resources Total 3,650,000 600,000 600,000 600,000 600,000 600,000 600,000 675,000 600,000 600,000 8,525,000 Capital Equipment Roller 636 - - - - - - - 50,000 - - 50,000 Fork Lift 636, 635, 639, 640 - - - - 35,000 - - - - - 35,000 Public Works Truck 636 - 65,000 - - - - - - - - 65,000 Bucket Truck 636 - - - - - 150,000 - - - - 150,000 Water Crew Truck 639,640 - - 100,000 - - - - - - - 100,000 Water Truck 639,640 - - - - - - 70,000 - - - 70,000 Side Load Trash Truck 635 - 550,000 - - - - - - - - 550,000 Rear Load Trash Truck 635 - - - - - - 500,000 - - - 500,000 Gas Tank 636, 635, 639, 640 200,000 - - - - - - - - - 200,000 Capital Equipment Total 200,000 615,000 100,000 - 35,000 150,000 570,000 50,000 - - 1,720,000 Facilities, Parks, Open Space, Trails, & Streetscape Jakes Wetland Mitigation 636-918 - - - - - - - - - - - US Highway 395 Underground and Streetscape 636-918 - 13,200,000 - - - - - - - - 13,200,000 County Road Sidewalk Connection Phase llll 636-918 700,000 - - - - - - - - - 700,000 Minden Park Gazebo Sound System 631-738 - - - - - - - - - - - Public Works Fire Supression System 636, 635 - - 250,000 - - - - - - - 250,000 Facilities, Parks, Open Space, Trails and Streetscape Total 700,000 13,200,000 250,000 - - - - - - - 14,150,000 ---PAGE BREAK--- TOWN OF MINDEN FY25/26 Budget Planning - Staff Recommended Changes Project Fund/Dept. 2025/2026 2026/2027 2027/2028 2028/2029 2029/2030 2030/2031 2031/2032 2032/2033 2033/2034 2034/2035 Total Transportation Sidewalks and Pathways Minden Sidewalk Repairs/ADA Ramps 636-918 33,075 34,729 36,465 38,288 40,203 42,213 44,324 46,540 48,867 51,310 364,704 Minden Curb And Gutter Repairs 636-918 22,050 23,153 24,310 25,526 26,802 28,142 29,549 31,027 32,578 34,207 243,136 Sidewalks and Pathways Total 55,125 57,881 60,775 63,814 67,005 70,355 73,873 77,566 81,445 85,517 607,839 Street Rehabilitation (actual streets included in project will vary based on bids and other factors) Street Rehabilitation Project 636-918 402,413 422,534 443,660 465,843 489,136 513,592 539,272 566,236 594,547 624,275 4,437,233 Street Rehabilitation Total 402,413 422,534 443,660 465,843 489,136 513,592 539,272 566,236 594,547 624,275 4,437,233 Transportation Total 457,538 480,415 504,436 529,657 556,140 583,947 613,145 643,802 675,992 709,792 5,045,072 Water Resources Water System Retail AC Pipe Replacement (actual pipes replaced will vary) 640-913 1,000,000 600,000 600,000 600,000 600,000 600,000 600,000 600,000 600,000 600,000 5,800,000 Highway 395 Waterline Replacement 640-913 - 3,050,000 - - - - - - - - 3,050,000 Amber Way Tank Rehabilitation 640-913 150,000 - - - - - - - - - - Retail Water System Total 1,150,000 3,650,000 600,000 600,000 600,000 600,000 600,000 600,000 600,000 600,000 8,850,000 Water System Wholesale Well 9 Rehabilitation 639-919 - - - - - - - 75,000 - - 75,000 Generator Set 639-919 125,000 - - - - - - - - - 125,000 Wholesale Water System Total 125,000 - - - - - - 75,000 - - 200,000 Water Resources Total 1,275,000 3,650,000 600,000 600,000 600,000 600,000 600,000 675,000 600,000 600,000 9,050,000 Capital Equipment Roller 636 - - - - - - - 50,000 - - 50,000 Fork Lift 636, 635, 639, 640 - - - - 35,000 - - - - - 35,000 Landscape Trailer 631 - 50,000 - - - - - - - - 50,000 Public Works Truck 636 - 65,000 - - - - - - - - 65,000 Bucket Truck 636 - - - - - 150,000 - - - - 150,000 Water Crew Truck 639,640 - - 100,000 - - - - - - - 100,000 Water Truck 639,640 - - - - - - 70,000 - - - 70,000 Side Load Trash Truck 635 - - - 550,000 - - - - - - 550,000 Rear Load Trash Truck 635 - - - - - - 500,000 - - - 500,000 Gas Tank 636, 635, 639, 640 200,000 - - - - - - - - - 200,000 Capital Equipment Total 200,000 115,000 100,000 550,000 35,000 150,000 570,000 50,000 - - 1,770,000 Facilities, Parks, Open Space, Trails, & Streetscape Jakes Wetland Mitigation 636-918 230,000 - - - - - - - - - 230,000 US Highway 395 Underground and Streetscape 636-918 - - 13,200,000 - - - - - - - 13,200,000 County Road Sidewalk Connection Phase llll 636-918 - 700,000 - - - - - - - - 700,000 CVIC Hall Kitchen Remodel and AC 636-918 - - - - 100,000 - - - - - 100,000 Public Works Fire Supression System 636, 635 - - 250,000 - - - - - - - 250,000 The Seeman Foundation Parcel Purchase 631-738 150,000 - - - - - - - - - 150,000 Public Works Entrance Improvements 636-918 - 50,000 - - - - - - - - 50,000 Facilities, Parks, Open Space, Trails and Streetscape Total 380,000 750,000 13,450,000 - 100,000 - - - - - 14,680,000 Staff Recommended Changes: Retail Water Fund (640) Ad Valorem Capital Projects Fund (631) Increase AC Pipe Replacement by $400,000 Add purchase of The Seeman Foundation parcel to FY26 Move Highway 395 Waterline Replacement to FY27 Add Amber Way Tank Rehabilitation to FY26 Capital Equipment/Construction Fund (636) Add additional budget to Jake's Wetland project for grant match FY26 Wholesale Water Fund (639) Move US Highway 395 Underground and Streetscape to FY28 Add Generator Set to FY26 Move County Road Sidewalk Connection Phase III to FY27 Add CVIC Hall Kitchen Remodel and AC to FY30 Ad Valorem Capital Projects Fund (631) Add Improvements to the Public Works entrance to FY27 Add purchase of The Seeman Foundation parcel to FY26 ---PAGE BREAK--- Description Fund Estimated Cost Fiscal Year Dog Park Capital Equip/Construction (636) 500,000 $ TBD Pickle Ball Court Capital Equip/Construction (636) 500,000 $ TBD New Town Hall Capital Equip/Construction (636) TBD TBD Buckeye Parcel Purchase Capital Equip/Construction (636) TBD TBD Additional Water Tank on Amber Way Retail Water (640) TBD TBD Projects for Funding Consideration and Discussion ---PAGE BREAK--- Fund Ad Valorem Capital Projects Fund (631) Appropriated Reserve 116,478 Capital Equipment Construction Fund (636) Appropriated Reserve 2,435,164 Trash Fund (635) Capital Improvement Reserves 256,554 Wholesale Water Fund (639) Repair & Replacement Reserves 4,579,426 Retail Water Fund (640) Capital Impr. Reserves 8,870,135 Current Reserves Balance ---PAGE BREAK--- March 5, 2025, Minden Town Board Meeting Administrative Agenda, Item Number 5 DATE: February 12, 2025 PREPARED BY: JD Frisby, Town Manager SUBJECT: For possible action: Discussion and possible action to approve, approve with changes, continue, or deny the creation of a Town of Minden Service Award policy. If approved, the policy would apply to the years of services specific to the Town of Minden. Approval would also include the monetary disbursements associated with the service milestones, and retroactive pay to any applicable employee who has reached an existing milestone. Approval would include and expenditure of $1,500.00 in FY 24-25. Appearance by JD Frisby, Town Manager. Public comment. PREVIOUS ACTION: • None BACKGROUND: This item appears on the agenda to provide the Town Board an opportunity to determine if there is desire to initiate a Town of Minden Policy for years of service specific employment with the Town. Douglas County currently has a Service Award Policy #200.48 (See in attached backup.), that would apply to years of service with Douglas County which includes employment with the Town of Minden. This is being brought forward as the Town Manager feels the monetary disbursements could be strengthened. As part of the Interlocal Agreement 2015.236 with Douglas County, under the Personnel Policies and Procedures section. It specifies, “The Town shall be solely able and responsible to compensate its employees and contractors independently, and to implement any compensation and/or classification study adopted by the county as the Town determines is appropriate.” FISCAL IMPACT: If current Staffing remains the same, the impact to the current fiscal year budget would be $1,500, for 3 employees who have hit the 10-year benchmark. In FY 25/26, the fiscal year impact would also be $1,500 for 3 additional employees hitting a 10- year benchmark. This amount would fluctuate over subsequent years and will continue to change as staffing changes. STAFF RECOMMENDATION: Town Manager recommends the Board approve new Town of Minden Service Award Policy. ACTION TAKEN: Approved Continued Denied Approved with conditions: ---PAGE BREAK--- Town of Minden Service Award Created March 2025 Employment longevity and loyalty can greatly benefit both employees and employers. For employees, staying with the Town over time, can lead to professional growth, job security, and a deeper understanding of our organization's culture and values. For the Town of Minden, long-term employees bring valuable experience, stability, and a strong sense of commitment, which can improve overall productivity and employee morale. The Town of Minden would like to acknowledge the importance of employee loyalty and dedication. As a show of support, the Town of Minden, would like to recognize employees for their length of service in 5-year intervals starting at 10 years. This recognition will occur during the month following the employee’s service anniversary date with the Town of Minden. Certificates will be presented at the Board Meeting following the anniversary date. Employees will receive a one-time monetary gift as outlined in the procedure section of the policy. Procedure I. The Administrative Services Manager will identify employees reaching 10, 15, 20, 25, 30, 35, and 40 years of service. II. The Administrative Services Manager will obtain certificates for qualifying employees and will coordinate distribution and recognition with the employee’s manager. III. Employees receiving service awards of 10 through 40-year awards will receive a one-time monetary gift in the following increments: 10 Years – $500 15 Years – $1000 20 Years – $1500 25 Years – $2000 30 Years – $2500 35 Years – $3000 40 Years – $3500 IV. Recognition for 10-year through 40-year awards will be presented at a Town of Minden Board Meeting following the employee’s actual anniversary date working for the Town of Minden. ---PAGE BREAK--- V. This policy is in addition to the Douglas County Service Award Program, but only pertains to the years of service specific to the Town of Minden. VI. The Town Board may elect to provide retroactive service award monies to employees who have qualified before the approval of this policy. Responsibility For Review: The Town Manager and Administrative Services Manager shall review this policy as needed or at least every 5 years. ---PAGE BREAK--- Douglas County Administrative Policies and Procedures DOUGLAS COUNTY ADMINISTRATIVE NUMBER: 200.48 POLICIES AND PROCEDURES EFFECTIVE DATE: 10/05/17 LAST REVISED: 09/18/20 LAST REVIWED: 10/15/20 AUTHORITY: BOC COUNTY MANAGER: PAGE 1 OF 1 SUBJECT: SERVICE AWARD PROGRAM I. PURPOSE: To provide policy and procedures for recognition of Douglas County employees for their length of service to Douglas County. II. POLICY: The County recognizes the importance of employee loyalty and dedication. For this reason, Douglas County local government officers, employees and elected officials will be recognized for their length of service at intervals of five years five years, ten years, fifteen years, etc.). Service awards are acknowledged by continuous years of service. This recognition will occur during the month following the employee’s service anniversary date. Service pins and certificates shall signify years of service at the five year intervals. Employees will receive a certificate, together with the appropriate service pin. Beginning at 15 years of service, employees will also receive a one-time monetary gift, as outlined in the procedure section of this policy. III. PROCEDURE: A. Human Resources will identify employees reaching 5, 10, 15, 20, 25, 30, 35, and 40 years of service. B. Human Resources will obtain pins and certificates for qualifying employees and will coordinate distribution and recognition with the employee’s manager. C. Employees receiving service awards of 15 year through 40 year awards will receive a one-time monetary gift in the following increments: 15 Years - $75 20 Years - $100 25 Years - $150 30 Years - $200 35 Years - $250 40 Years - $300 D. Recognition for 15 year through 40 year awards will be presented at a Board of Commissioners meeting following the employee’s actual anniversary date. i. Service awards will be agendized by Human Resources and placed on the appropriate Board of Commissioners meeting, in coordination with the department head or Elected Official. ii. Departments may also choose to recognize service via a proclamation at the Board of Commissioners meeting, which must be drafted, submitted, and presented by the department head in coordination with Human Resources. IV. RESPONSIBILITY FOR REVIEW: The Internal Review Committee shall review this policy as needed or at least once every 10 years. PCPC ---PAGE BREAK--- March 5, 2025, Minden Town Board Meeting Administrative Agenda, Item Number 6 DATE: February 24, 2025 PREPARED BY: Rachel Hamer, Administrative Services Manager SUBJECT: For possible action: Discussion and possible action to direct staff in relation to Staff Reports. Discussion shall include a Staff Report on the activities, progress on or status of assigned tasks and projects, or general information regarding operations and projects related to trash, retail and wholesale water service, and other functions of the Town of Minden. Appearance by Jeff Cady, Public Works Superintendent, and JD Frisby, Town Manager. Public Comment. ACTION TAKEN: Approve Continue Deny Approve with conditions: ---PAGE BREAK--- MARCH 5TH, 2025 Minden Town Board Meeting Public Works Report Water February Installed 15 new meters at Heybourne Meadows Phase 6 Started Well house remodel at Well 4 Installed new meter at Chipotle restaurant Switched all meter lids at Heybourne Meadows Phase 6 and Monte Vista townhomes Signed GIS quote and contract with Sunrise Engineering Completed GIS training with staff and Sunrise Engineering Maintenance February Repaired broken sink and insulated pipes at Gazebo restrooms Completed flagger certification class for 8 staff members Drew Roberts completed pool certification course and exam Continued crack sealing town streets Continued hauling sweeper spoils to landfill Installed new sound system at Minden Gazebo Installed two new heaters in Seeman pond restrooms and had new electrical ran to power them ---PAGE BREAK--- TO: Minden Town Board FROM: JD Frisby, Town Manager SUBJECT: Manager’s Report LAST UPDATED: February 28, 2025 The Manager’s Report includes a report on the Manager’s activities, progress on or status of projects or tasks assigned to the Manager, and general information of interest to the Board. EVENTS • Staff will start in on the summer events in the spring. We will also start working on the grand opening of the Westwood Park Splash Pad. We do not yet have an ETA on the opening as the weather will play into it. Staff will reach out to the events committee for the first meeting in March. Universal Meter Installation Program: • There are 13 properties who have not yet paid for their water meters as of the end of February. Other Capital Improvement Projects, listed in order of priority established by the Town Board: • Routine Maintenance [Annually]: The Board directed that the recommendations from the Water System Analysis be incorporated into the routine maintenance of the water system infrastructure in the update of the 10-year capital improvement plan. Town Staff will bring a number of "routine maintenance" items to the Board for consideration during the FY19 planning cycle including but not limited to: Upgrades/ improvements to fire flow and pressures on Carval Court (from the water system analysis), replacement of generator and conversion from natural gas to diesel at Well 5, purchase of portable generator for water system emergencies (as recommended from water system analysis), upgrade to a fixed water meter reading system, sidewalk and pathways repair and replacement plan for Westwood (Staff intend to alternate neighborhoods annually), sidewalk ---PAGE BREAK--- tripping hazard maintenance throughout Town, Street sealing and street rehabilitation program. • Westwood Splash Pad Project [FY22/23]: The budget for this project has been set and approved. The Town received an additional $266k from ARPA funds, allocated through the County. The Town has received donations from both CVI and the 20/30 Club. Construction started May 30th so the completion date will be pushed back a month. The most recent project schedule shows a completion date near the end of August. Following the contractor’s completion there will be some landscaping improvements completed by Staff. Town staff has begun landscape improvements and irrigation modifications. Fence for around the equipment is scheduled for early November. Project is complete and waiting final health and safety permits. Ribbon Cutting will be schedule at the startup in the spring. • 10th Street (sidewalk connection from County Road to 395) [FY23/24]: Town received an additional $350k from ARPA funds allocated through the County. Survey work is scheduled to begin in first week in February. Survey is complete and design will begin in the first week in March. Changes to the design, as directed by the board at the April meeting are being made. Staff anticipates the bidding to be held for the project in June, and will have the bid on the July board meeting agenda for acceptance. Due to changes needed for the construction documents advertisement is scheduled for the end of June with a bid opening in July. The bid has been received and is going to the Board for approval. Project is scheduled to begin September 9th. Demolition has been completed and curb poured. Project is complete. Town Staff plan to install a rock landscape in the Spring. • Undergrounding Utilities on 395 [FY25/26 and beyond]: Because of where this item fell on the priority list, this project will not be discussed conceptually or otherwise until next strategic planning session. Town Staff will continue to explore opportunities for funding for this project which may include seeking Board direction on setting aside funding for a matching grant amount from augments funds each year. Staff has coordinated with NV Energy to remove overhead power to existing light pole at Lucerne intersection and will run conduit as part of the Lucerne St. Project. Staff has installed conduit prior to asphalt going in on Lucerne and are ready for NV energy to reset pole and energize. Staff has recently met with NDOT to discuss their road improvement project projected to be done in the next several years. The option of getting all overhead power underground was discussed and Staff will continue to push this item. ---PAGE BREAK--- Town Staff meet with NDOT team this month and has set up additional meetings with NV Energy to determine what this project will look like. NV Energy has mentioned several funding opportunities to help with this project and is working with Town Staff to see if this is a viable option or not. Street Rehabilitation: • Staff has identified Pinewood Drive for this year's Street Rehab Project (FY24/25) that will take place in the spring of 2025. Staff anticipates project design to be completed in house during the months prior to construction. Waterline Replacement 2025: • Annual Waterline Replacement Project: Staff is working to identify priority areas for this year's budget project. • Staff has been working with a Design team and NDOT to commence the design of the US 395 waterline replacement project. Since there has been a year since the design budget was approved by the Town there have been changes required from NDOT. Staff has helped to modify the engineering scope and because there is no additional cost added, nothing is needed at this time from the Board. Pushed out several years now. This month the Town Manager and Public Works Superintendent met with the project engineer and NDOT project team to discuss alignment and requirements. The meeting was very positive and it looks like NDOT is open to working with the Town on some cost-saving items. Well #12 Project 2025: • Town Board approved contract for design services at the January meeting. Survey work has begun on site. Survey is complete and Town Staff is currently working with DOWL on the site plan and layout. • Staffing Update: The Town currently has no vacant position. Miscellaneous Update: • County Manager has reached out to the Town with a two proposed scope of work from USGS. The first is a study to evaluate effect of groundwater management options on groundwater systems and Carson River Flows in the Valley and the second is a study of status of water levels, arsenic, and Nitrate in the Douglas County. Town Manager has met with the USGS, County and all regional water ---PAGE BREAK--- purveyors to discuss these scopes. It is anticipated that the USGS will be presenting these studies to the Town Board at the February Board meeting. • Town Staff met with the Wholesale group in April and discussed current operations, rates, and future needs. Town Staff will be working on new a new rate plan to present at a future board meeting. Town Staff meet with the New County Manager in August and received great feedback on several recommendations and process to proceed with changing the rates. Staff will be meeting with Wholesale group in the next week to present new proposed rate structure. Staff meet with Wholesale group last month and had a very productive meeting. Several recommended changes have been made and Staff is waiting for final approval before bringing this item before the Board. Item is being presented to the Board at the December meeting. • Town Staff is working with different contractors to get the renovation of the room in the CVIC Hall. Electrical work and new lighting have been added to the upstairs of the Town Office and in the room. • A Transfer Switch for the CVIC Hall has been initiated. This was budgeted in our 23/24 budget and would allow for the use of the Town’s mobile generator to run the Hall. This is being discussed at the Staff level due to the cost. • Final Budget presentation was given by Staff at the May 20th special BOCC meeting. The budget was approved with no questions. Lead Letter Notification Information • In 2021, the Lead and Copper Rule Revisions were finalized requiring water systems to notify property owners of known or potential service lines containing lead. • In Oct. 2023 the Town was notified that a complete inventory of connections and material type was to be submitted to the EPA on Oct. 16, 2024, with a letter of notice of material type be sent out to residents affected by Nov. 15, 2024. • The letters are for information only. The Town is not obligated to investigate every home and is not financially responsible for replacing discovered lines. • Only affects properties built before 1989. ---PAGE BREAK--- • This only pertains to the connection from your meter pit to your home. None of the water mains in our system, or the pipes to your meter pit are of lead. • We are still receiving information and new instructions as this is being rolled out. The Feds are not 100% clear on what all the requirements are and we are learning a little as we go. • We are working on the phasing plan. o Phase 1 - Identify the homes that may be affected was due on Oct. 16, 2024 o Phase 2 – Work on a plan/schedule with the EPA for inspection to be submitted to the state by 2028. o Phase 3 – Evaluate voluntary property inspections with mapping and neighborhood location needs. (Subdivision developments with single builders will be handled differently than those single-built homes.) We are waiting for more direction from the EPA on specific timeframes. • Once we have identified that your service line is not lead, we will take you off of the list and you will no longer get these annual letters. • We can take your name and contact information if you would like to be placed as a potential sample site for inspection. Depending on the location, you may not be selected, and we do not currently have a timeline for these inspections. • A homeowner can hire a plumber at their own cost to inspect their lines sooner if they would like. We encourage this information to be relayed back for us to update our records. • The Town is required to send out annual informational letters to homeowners with Lead, Copper, or unknown materials. As discoveries are made homeowners will receive an additional letter informing them of what type of material their lines are and possibly be removed from the list. Staff has gotten additional information regarding the new guidelines from the EPA. After receiving more accurate perimeters, it has been determined that the validation pool is at 88 homes. Staff will be working towards determining the locations and the sampling plan over the next couple years.