Update Water System; Update Pads at Picnic Tables/Fire Rings; New Entrance Gate; Update Family Units to Provide Better Experience and Improve Accessibilty

Total Page:16

File Type:pdf, Size:1020Kb

Update Water System; Update Pads at Picnic Tables/Fire Rings; New Entrance Gate; Update Family Units to Provide Better Experience and Improve Accessibilty Title StateProjectDescription Buckeye Campground & Hot Springs Reconstruction CA Reconstruct loop for RV sites; update water system; update pads at picnic tables/fire rings; new entrance gate; update family units to provide better experience and improve accessibilty. Improve trailhead. HWY 395 and Buckeye Road Accel/Decel Lane CA Highway 395 is a 65 MPH two lane road. Currently, vehicles turning into the housing compound or warehouse compound have no accceleraon/deceleraon lane, impacng traffic paerns. A short secon of Buckeye Road will also be re-aligned. 40GAOA Virgina Lake Restroom Repair CA Complete replacement of roof and two doors, along with replacement of damaged hardware inside the bathroom facility. Replace damaged shingle roof with metal roof for better environmental wear. Would also upgrade to ADA equipment and access. Trail and Kiosk Signs (Carson and Bridgeport) CA & NV Both RD's do not have a complete inventory of signs and kiosks. To gain a better understanding an extensive inventory will be completed to have a better understanding. Mt. Rose and Kit Carson campgrounds pavement rehab CA & NV This project would crack and chip seal pavement within the Kit Carson and Mt. Rose campgrounds. These pavements have been deficient in maint. and this project would extend the pavement life, postponing the need for more expensive pavement replacement. 40GAOA South Fork Salmon River Road Pavement Rehabilitation ID This project would fund a leveling course where necessary and the chipsealing of the enre length of this roadway, decreasing deferred maintenance and ensuring the full lifespan of the exisng surfacing. 0412 Boulder Creek Bridge Replacement ID This project will replace a deficient road bridge. This work will decrease the deferred maintenance on the crossing by approximately $515,000 Boise NF SZ Deferred Trail Maintenance ID Trails in close proximity to Boise Metro area, popular for motorized and nonmotorized use. Lack of maintenance has resulted in resource damage from trail braiding, and pioneered routes around deadfall. Work is needed to restore and keep trails open. Boise NF Bull Trout Recreation Area Reconstruction ID Project will replace campsite furniture, increase capacity, install vault toilets, improve group sites, improve boat ramps, and construct/reconstruct spurs and roads. Current capacity limits result in adjacent Forest impacts from dispersed camping. SCNF Salmon River Road Deferred Maintenance ID This project will reduce deferred maintenance by $10.3M though it will only cost $7.44M.Project involves pavement repair, guard rail repair, crushing and placing of surface rock,bridge deck seals, slope repair, and replacing the Panther Creek Bridge. Boise NF Shafer Butte Campground Water System and Improvements ID Use at site is increasing. Shafer Butte CG, 45 minutes from Boise, is next to Bogus Basin Ski Area, which has new summertime operations. Project will replace/improve existing water system and improve/renovate the sites, furniture and amenities. Boise NF Bridge 255-0.1 (M Fk. Boise River) Bridge Replacement ID This project proposes to replace the existing 140ft steel girder bridge w/ concrete piers with a new prefabricated steel bridge w/ no piers. The new bridge will be designed and constructed to modern standards. Island Park AS Critical Deferred Maintenance ID Maintain long neglected site facilities including replacement of entire sewer system; roofing, siding and windows, doors and other minor repairs. Fire home hardening materials will be used for wildfire mitigation. Payette NF McCall DO HVAC Deferred Maintenance ID Insulate all exterior walls, remove heaters and replace with heang/cooling system 40GAOA Trail Maintenance Strike Team for the Salmon-Challis, Central Idaho Wilderness Complex Trails Priority Area FY22 Phase 2 ID Create a strike team of 5 people skilled in maintaining backcountry trails. They would work independently or with partners to maintain 700 miles of backcountry trail annually, more than doubling the miles of trail currently receiving annual maintenance Payette NF McCall Air Base Deferred Maintenance ID Replacement of siding on all buildings, replacement of roofs and insulaon in select buildings, upgrade of tarmac lighng to enhance security for airplanes, repaving Air Tanker Base parking lot Payette NF Krassel WC Water & Electrical Deferred Maintenance ID Remove water tank & building w/ new underground water tank and replace existing electrical distribution system and generators. 40GAOA Payette NF Burgdorf GS Deferred Maintenance Phase 2 ID Project to focus on interior deferred maintenance: flooring, paint, water heater replacement, and appliances replacement. Also sepc system replacement to be included. Boise NF Bridge 255-0.1 (MF Boise River) Bridge Replacement ID This project will fully replace the outdated, failing steel/concrete bridge with a new, prefabricated steel bridge with concrete abutments. Channel and alignment improvements will be made to prevent likelihood of repeated future failures. 40GAOA 0412 Payette Bridge Repairs ID This project will eliminate defered maintenance on the Cottonwood, Little Weiser, and Four Bit bridges. This work will decrease the deferred maintenance on the crossings by approximately $65,000 Big Springs Recreation Area Deferred Maintenance and Access ID Roads, trailheads, replace 2 accessible toilet, maintain 16 miles OHV trail and 2 bridges, reconstruct 1.5 miles accessible interpretive trail, replace 12 interpretive panels, reconstruct 2 retaining walls, maintain campground infrastructure Paddy Flat GS Deferred Maintenance ID Project to focus on abatement of lead-based paint, repair/repaint siding/trim, rechink logs, replaced windows, replaced plumbing fixtures & appliances, replaced underground propane lines, install accessibility features. 40GAOA Priest River EF Headquarters Reroofing ID Roof replacement on historic buildings that public use for visiting the experimental forest. Contract for new historically appropriate roofing to provide public & employees safe environment. DO NOT SUBMIT Payette NF Fire Facilities Deferred Maintenance (Roofs & Siding) ID This project would replace the cedar siding at the McCall Air Base (Smokejumper Base, Air-Tanker Base) and the sheet siding at the Forest Fire Warehouse. This project would also replace the roofs at several backcountry sites, admin buildings, lookouts. Boise NF Sage Hen Recreation Area Reconstruction ID Camping and fishing mountain retreat for Boise Metro area. Since campground was constructed in the 60’s, change to design standards, accessibility standards and site vegetation (significant removal from tussock moth outbreak) drive project need. Lowman and Crawford Fire Crew Bunkhouses ID Construction of a new 12 room 3,500 SF bunkhouse at Lowman District Office compound and 1664 SF modular buildings at Crawford. See attached drawings for details. Additional building disposals of 4,577 SF to be completed after construction. Lucky Peak Nursery Greenhouse Construction ID Construct curtain roof greenhouse system of the same size as the existing greenhouse system. Estimated size would be 33,000 Square Feet. Boise NF Forest Road Bridge Replacement ID Complete replacement of 5 short span, timber bridges with new pressure treated timber bridges and 1 longer span, steel bridge with a pre-fabricated steel Big R type bridge. Bridges would be replaced in phases, 2 each year. Boise NF Sage Hen Reservoir Road (NFSR 614) Improvements ID Road condition treatment as prescribed in the PCI analysis includes crack seal all miles, slurry seal of 1 mile, chip seal of 2.3 miles, and full depth reclamation of 1 mile to improve condition and preserve road segments identified in the analysis. "DO NOT SUBMIT" Boise NF Bridge and Channel Stabilization ID In-stream channel stabilization through implementation of bank barbs upstream of NFSR 255 MP 0.1, bank stabilization and debris removal at NFSR 255 MP 0.2, and debris relocation for bank stabilization at NFSR 327 MP 34.2. Addition of riprap to all bridges Lucky Peak Nursery Cone Processing and Storage Reconstruction ID Design and perform renovation of existing buildings - convert multipurpose building to seed extraction building, re-purpose or retrofit existing seed extractor and cone storage building into cone preparation and cone drying facility. 40GAOA Redfish Lake (Phase 3) Road Improvements ID Reconstruct the remainder of FS Road #214 between SH-75 and the North Shore area of Redfish Lake to match the new widened roadway template and current AASHTO design standards. Also reconstruct/relocate adjacent parking lots for beer funcon/use. Lucky Peak Nursery Water System Reconstruction ID Project would replace the storage tank with new fiberglass tank that is properly plumbed and all deteriorated waterlines within the nursery would be replaced with HDPE waterlines and valves. North Fork Office Rehabilitation ID Project addresses: DM of the NF DO; adds energy upgrades and, “Fire Smart” technology; known health/safety hazards; and, incorporates recommended security upgrades. Project leaves the site ready to function as NF DO for the next 50 yrs. Sawtooth National Recreation Area Duplex ID This project includes the construction of a new duplex and the associated site amenities and utilities. The housing will be for detailers, terms, and permanent employees who would have a difficult time finding affordable housing. DO NOT SUBMIT Ketchum –Featherville Road Improvement, Phase 2 ID Recondion 5 miles of the exisng subgrade to a depth of 6 inches, place a 4 inch li
Recommended publications
  • The Chipseal Process and Why We Do It That Way
    The Chipseal Process and Why we do it that way Stephen Van De Bogert Western States Asphalt Standard Chip Seal: Spray Emulsion Binder, Drop the Chips, Roll 3 times, let it cure overnight, Sweep away the excess Key Elements of the Process • Design ( McCleod) • Application rates • Rock Requirements • Rolling • Using Choke • Fogging • The Importance of time, temperature and traffic • Don’t forget the road needs to be prepped and clean Why do a chip seal design before starting • Proper chip embedment is critical to seal success • Too little and we loose rock • Too much and we flush loosing skid resistance • Chip embedment is affected by binder application rate as well as traffic load and road condition. • A chipseal design gives you the right emulsion and aggregate rates • Cuts out the guessing Traffic (Rolling) has huge effect on Binder Volume needed 0.46 Badly pocked, porous, and oxidized ) 2 0.45 0.44 0.43 Slightly pocked, porous, and oxidized 0.42 0.41 0.40 0.39 0.38 0.37 0.36 Slightly porous, and oxidized 0.35 0.34 0.33 0.32 0.31 0.30 BINDER APPLICATION RATE (gal/yd RATE APPLICATION BINDER 0.29 0.28 0.27 0.26 Over 2,000 1,000 to 2,000 500 to 1,000 100 to 500 Under 100 TRAFFIC VOLUME (ADT) Know Your Pavement Condition “Flushed Pavement” vs. “Badly Pocked Porous and Oxidized” and everything in between Won’t absorb any of the binder Will absorb a lot of the binder Project Name: Flora Pit 2011 This Design is for reference only.
    [Show full text]
  • Upcoming Saline-Area Road Construction
    2020 Construction WCRC has at least two major projects coming to the Saline area in 2020. Upcoming Textile Road and Woodland Road Roundabout Saline-Area When: June - August 2020 Project Scope: WCRC is excited to partner with Road Construction the City of Saline to build a roundabout at the intersection of Textile Road and Woodland Road on the border of Pittsfield Township and the City of Saline. During the closure, the Saline Recreation Cen- ter and Tefft Park will be accessible via Wood- land Drive. Questions? This project is being funded by a grant from the More projects may be added at a later date. Federal Highway Safety Improvement Program, All dates are tentative and subject to change. WCRC and the City of Saline. Questions? Contact us. Washtenaw County Road Commission Ann Arbor-Saline Road and Phone: (734) 761-1500 Wagner Road Intersection wcroads.org Follow @WashtenawRoads on When: Spring 2020 Facebook and Twitter Duration: The intersection will be closed to all traffic for up to 3 months WCRC will reconstruct the intersection with Washtenaw County Road Commission designated turn lanes and a traffic signal. Phone: (734) 761-1500 wcroads.org Follow @WashtenawRoads on Facebook and Twitter 2019 Construction The Washtenaw County Road Commission (WCRC) has a number of road projects coming to the Saline area in 2019. Learn more about each of these projects and subscribe to receive email alerts about road work by visiting wcroads.org Saline-Milan Road Ann Arbor-Saline Road Saline-Milan Road Resurfacing Bridge Replacement Concrete Repairs When: End of June When: July - September When: Sometime between fall 2019 and spring 2020 Duration: 2 - 3 weeks, weather dependent Project Scope: Saline-Milan Road over the Koch Drain, near the City of Saline city limits Project Scope: Ann Arbor-Saline Road between Project Scope: Saline-Milan Road between Willis Oak Valley Drive and I-94.
    [Show full text]
  • Work Zone Safety & Mobility Implementation Guide
    Work Zone Safety & Mobility Implementation Guide April 12, 2021 L O F E A T H S E T A S T E A R T G E E O H F T A L Y L F TR OR OUN N OUR C E VA D A Steve Sisolak Nevada Department of Transportation Governor 1263 S. Stewart Street Carson City, Nevada 89712 Kristina Swallow, P.E. (775) 888-7000 Director www.nevadadot.com 1 List of Acronyms AADT Annual Average Daily Traffic AASHTO American Association of State Highway and Transportation Officials ATSSA American Traffic Safety Services Association CCTV Closed-Circuit Television CFR Code of Federal Regulations CMS Changeable Message Sign DMS Dynamic Message Sign EOP Emergency Operating Procedures FHWA Federal Highway Administration FR Federal Register HAR Highway Advisory Radio HOV High Occupancy Vehicle ITE Institute of Transportation Engineers ITS Intelligent Transportation System(s) MASH Manual for Assessing Safety Hardware MOTAA Maintenance of Traffic Alternative Analysis MOT Maintenance of Traffic MUTCD Manual on Uniform Traffic Control Devices NCHRP National Cooperative Highway Research Program NDOT Nevada Department of Transportation NEPA National Environmental Policy Act PI Public Information PPCBR Portable Precast Concrete Barrier Rail QA Quality Assurance TRB Transportation Research Board TTC Temporary Traffic Control TMA Transportation Management Area TMC Transportation Management Center TMP Transportation Management Plan TO Transportation Operations USDOT United States Department of Transportation 2 Table of Contents List of Acronyms 1.0 Introduction 1.1 Authority 1.2 Purpose 1.3
    [Show full text]
  • Effective Pavement Marking Practices for Sealcoat and Hot-Mix Asphalt (HMAC) Pavements in Texas
    Technical Report Documentation Page 1. Report No. 2. Government Accession No. 3. Recipient's Catalog No. FHWA/TX-03/0-4150-4 4. Title and Subtitle 5. Report Date EFFECTIVE PAVEMENT MARKING PRACTICES FOR August 2003 SEALCOAT AND HOT-MIX ASPHALT PAVEMENTS 6. Performing Organization Code 7. Author(s) 8. Performing Organization Report No. Timothy J. Gates, H. Gene Hawkins, Jr., and Elisabeth R. Report 0-4150-4 Rose 9. Performing Organization Name and Address 10. Work Unit No. (TRAIS) Texas Transportation Institute The Texas A&M University System 11. Contract or Grant No. College Station, Texas 77843-3135 Project No. 0-4150 12. Sponsoring Agency Name and Address 13. Type of Report and Period Covered Texas Department of Transportation Research: Research and Technology Implementation Office September 2000 – August 2003 P. O. Box 5080 14. Sponsoring Agency Code Austin, Texas 78763-5080 15. Supplementary Notes Research performed in cooperation with the Texas Department of Transportation and the U.S. Department of Transportation, Federal Highway Administration. Research Project Title: Evaluation of Pavement Marking Effectiveness 16. Abstract This report describes the tasks of research conducted to identify effective pavement marking practices for sealcoat and hot-mix asphalt (HMAC) pavements in Texas. The researchers reviewed literature, determined current Texas Department of Transportation (TxDOT) and alternative pavement marking practices, and evaluated various pavement marking treatments in the field. The researchers identified few shortcomings related to pavement marking practices on HMAC pavement surfaces. However, for sealcoat pavement surfaces, numerous opportunities for improving pavement marking quality were identified. Based on the research findings, numerous recommendations were developed, which pertain to thermoplastic application on sealcoat and HMAC, waterbased paint application on sealcoat, sealcoat aggregates, surface glass beads, and field inspection.
    [Show full text]
  • Line Removal Guide
    NZRF LINE REMOVAL GUIDE Rev 3, April 2017 This document is issued by the New Zealand Roadmarkers Federation Inc. with formal endorsement by the New Zealand Transport Agency This document has been developed by the New Zealand Roadmarkers Federation Inc (NZRF). The writer may be contacted with regard to document content by contacting NZ Roadmarkers Federation Inc PO Box 13-605 Onehunga Auckland 1643 Phone 09 625 7470 Email [email protected] INDEX 1 Introduction and Need for the Guide ................................................................................................... 5 2 Scope ........................................................................................................................................... 5 3 Application of the Guide ...................................................................................................................... 5 4 Definitions and References ................................................................................................................. 5 4.1 References ......................................................................................................................................... 5 4.2 Definitions ........................................................................................................................................... 6 5 Line Removal Principles ..................................................................................................................... 6 5.1 Supporting Principles .........................................................................................................................
    [Show full text]
  • Chipseal Road Surfacing
    Chipseal Overview Muskegon County Chipseal surface treatment is one of the 2 largest projects that MCRC conducts during 7700 East Apple Avenue • Muskegon • MI • 49442 the year. Chipseal treatments are typically Road Commission done in the early summer months when conditions are optimal. Chipseal Road Surfacing Chipsealing is a process used for pavement preservation and rehabilitation, in which, an asphalt emulsion is placed on a prepared roadway, and immediately thereafter, an aggregate (loose stone) is applied to the roadway, which is compacted to create a revitalized road surface. By comparison to other road surface treatments, chipseal is one of the most economical, and long-lasting options available to MCRC. Service Requests To file a service request, MCRC can be contacted either at our office or by telephone, and your request will be forwarded to the appropriate department; Phone: 231.788.2381 (Press 1) Fax: 231.788.5793 Chipseal Benefits Construction Process Conditions Chip seals are used for restoring skid resistance, Construction Sequence protecting a surface from aging, restoring a running The sequence of construction events is as follows: Chipseal Treatments are typically conducted during surface, eliminating dust, and sealing gravel 1. Project Preparation the summer months, as the asphalt emulsion requires pavements. 2. Surface Preparation warm temperatures and low humidity to be eff ective. 3. Binder Application 4. Aggregate Spreading Taking into account change in weather, cost 5. Rolling eff ectiveness, and traffi c convenience, chipseal 6. Sweeping (Brooming) treatments are generally done in a single day for a given stretch of road. Aggregate Binder Completed Chipseal Benefits •Enhances Traction/Skid Resistance Preparation of the road surface is crucial to ensuring • Cost Eff ectiveness the longevity and eff ectiveness of the chipseal • By Comparison, Chip Sealing is substantially application.
    [Show full text]
  • 2020 Street Maintenance Chip Seal Program
    2020 STREET MAINTENANCE CHIP SEAL PROGRAM On July 20 – 23, July 27 – 30 & Aug 3 – 6, the City of Missoula will be applying CHIP SEAL to streets Monday – Thursday, 7:00 a.m. – 5:00 p.m. The streets benefiting from chip seal are listed below in What is the City’s Chip Seal Program? the tentative order in which they will be completed. See reverse side for a map of each location. Every year the City’s Street Maintenance Division determines which city streets would benefit the most from a chip sealing treatment to extend the asphalt’s service life. Many factors go into this determination, such as asphalt and sub-base condition. Chip sealing involves Street Location applying layer of asphalt oil sealant and then covering it with a layer of small “chip” rock. This process keeps out moisture and protects the Campus Dr. Entire Length street surface, which helps prevent potholes and extends the asphalt service life. In addition, chip sealing is only one quarter of the cost of Canyon River Rd. Entire Length installing a new asphalt surface, allowing the City to maintain more streets than would otherwise be possible. Anglers Bend Way Entire Length Bandmann Trl Entire Length For more information on the City’s Chip Seal Program, visit our website at http://www.ci.missoula.mt.us/500/Chipseal. Cahill Rise Entire Length Deer Creek Rd. Bridge to South of I-90 Deveraux Pl. Potter Park Lp. to Wilkie St. Diagon Ln. Entire Length If chip sealing is planned for your neighborhood, please note the following: Hermione Ln.
    [Show full text]
  • 1 Name Project Area Project Type Length Class Notes
    Name Project Area Project Type Length Class Notes Recommendation High priority sidewalk project, consider holding Eaton - Chipseal 14th to South Ave Chipseal 2,800 Collector missing ped infrastructure, bus route, collector without bike faciities. off until full project can happen North Ave Reserve St to Johnson Chipseal 3,700 Collector No recommendation ADA ramps at corners, appropriate parking Ryman - Chipseal Railroad to Broadway Chipseal 1,280 Collector change to parking (45 angled on both sides) spaces. adjust parking as needed add bike lane symbols to bike lanes, piano key Wyoming - Chipseal Russell to California Chipseal 1,065 Collector bike lanes put back, marked crosswalk at California crosswalks at California Mount - Mill & Overlay Hill to Higgins Mill & Overlay 1,400 Collector only a block, one way. right out only at Higgins. No additional infra needed No recommendation get counts - one of only a couple ways across Reserve. Palmer arguably has Union Pacific St - Mill & Overlay Reserve St to Great Northern Ave Mill & Overlay 850 Collector more traffic and no center turn lane. Remove center turn lane and add bike lanes missing ped infrastructure, collector without bike facilities. Facilites across 7th St - Chipseal 7th St from Reserve St to Kemp Chipseal 2,350 Collector Resever though. Future connection? Seek exception to CS policy Mill and Overlay - Prospect Dr from Bridge to is this really a collector? differs even from other hillside collectors in that it Prospect Dr - Mill and Overlay Diamond Meadow Chipseal 1,125 Collector (Local) only connects one way. at least LVB goes to the top of Miller Creek piano key crosswalk at trail Deer Creek - Chipseal Eastside of bridge to south of interstate Chipseal 4,738 Collector (Urban) piano key crosswalk for trail piano key crosswalk at trail Dore Ln - Chipseal Chipseal Dore Ln from Brooks to 39th.
    [Show full text]
  • Black Rock Road Chipseal Surface Treatment Project
    Isiah Leggett, County Executive KEEPING MONTGOMERY MOVING Al Roshdieh, Acting Director, MCDOT MCDOT NEWS News from the Montgomery County Department of Trans portation, Division of Highway Services Black Rock Road Chipseal Surface Treatment Project Project to Continue in July; Includes Full -Depth Patching and Chipseal Resurfacing PURPOSE nation, meets the criteria for face, usually in two separate possible detours may be imple- This newsletter is to update you Chipseal resurfacing. Often re- applications (or “coats”), and mented to help minimize incon- on the upcoming roadway repairs ferred to as “Tar & Chip,” provides the roadway with a uni- veniences to the traveling public. and resurfacing of Black Rock Chipseal is a pavement surface form thickness and appearance. Signs will be posted identifying Road, from Darnestown Road to treatment that combines an over- Following placement, rubber such restrictions. Access to resi- Burdette Lane, and to describe lay of liquid asphalt binder and a tired rollers complete the com- dences will be available at all the process. This pavement sys- layer of small gravel. The paction effort until field testing times; however, minor delays tem preservation project employs Chipseal application used on indicates that all relevant specifi- may be experienced as workers long term strategies to preserve Rural/Rustic roads throughout cations have been met. restrict traffic from freshly and enhance the physical and the County will preserve the placed material. operating conditions of the road- pavement structure as well as the Cyclists should proceed with way system as it exists and as- natural, agricultural and historic extra caution when traveling on sures a system serviceable for characteristics of the surrounding freshly applied material, as loose many years.
    [Show full text]
  • What Is Chip Seal? Why Do We Use Chip Seal on County Roads? My
    What is Chip Seal? Chip Seal is a pavement surface treatment that is also known as Tar and Stone, Oil and Stone, or Bituminous Surface Treatment. Preservation of Investment is the largest reason Highway Departments utilize this method. The process uses two materials, a liquid asphalt binder (the “tar” or “oil”) and a stone aggregate. A Chip Seal’s purpose is to “seal” the road from water penetrating which can shorten the life span of the road. Any repairs needed to the roadway system are made prior to beginning the Chip Seal process. In most cases, Chip Seals are applied to roads that have recently been repaired and the County is working to preserve the investment and extend the life. Once the road is prepped and ready the binder is applied directly to the existing pavement surface. Immediately following the binder the stone aggregate is applied uniformly across the pavement surface. Large roller equipment follows and compacts the aggregate into the binder. Once the road is reopened to traffic the vehicles driving over the new Chip Seal will continue to embed the stone deeper into the binder providing a more stable traveling surface. After several days/weeks of travel have occurred a road sweeper is used to clean up any remaining loose stone and the new road surface is painted with roadway striping. Why do we use Chip Seal on County roads? Chip Seal is a very cost effective means of Pavement Preservation. It typically costs one fourth to one fifth the cost of a conventional asphalt overlay. Chip Seals can extend the life of a roadway by 5-7 years as well as correct pavement conditions such as surface bleeding (where liquid asphalt leeches out of the pavement), variations to surface texture, raveling (disintegration of pavement due to loss of aggregate), cracks, decreased skid resistance, etc.
    [Show full text]
  • Section 5104.03 Or Any Amendment Thereto
    SECTION V. DEFINITIONS For the purpose of this Resolution, certain terms or words are hereby defined as follows: A. The word "person" shall mean, in addition to an individual, a firm, corporation, association, organization, partnership, trust or any legal entity which may own and/or use land or buildings. B. The present tense includes the future tense, the singular number includes the plural, and the plural number includes the singular, unless specifically stated otherwise. C. The word "shall" is mandatory; the word "may" is permissive. D. The words "used" or "occupied" include the words intended, designed, or arranged to be used or occupied. E. The word "lot" includes the words plot or parcel. 5.1 ACCESSORY STRUCTURE: A subordinate structure detached from but located on the same lot as the principal building. 5.2 ACCESSORY USE OR ACCESSORY BUILDING: An accessory use or building is a subordinate use or building located on the same lot on which the main building or use is situated which is customarily incidental to the main use of such building or main use provided that the accessory use does not constitute or become a public or private nuisance, and that the use is not otherwise prohibited by this resolution. 5.3 ACTIVITIES OF DAILY LIVING The set of main functions provided by an Assisted Living Facility such as assisting residents with the activities of dressing, eating, mobility, hygiene, bathing, toileting, using the telephone and shopping; assisting residents with self-administration of medication; preparing special diets other than complex therapeutic diets for residents pursuant to the instructions of a physician or a licensed dietician and will not include permanent skilled nursing care.
    [Show full text]
  • 2020 Streets HBP Paving and Chipseal
    CONTRACT DOCUMENTS & SPECIFICATIONS for STREETS DEPARTMENT 2020 HBP PAVING AND CHIPSEAL PROJECTS in the CITY OF FORT MORGAN, COLORADO January 17, 2020 Jim Willis Streets Superintendent Streets & Storm Department Steve Glammeyer, P.E., PWE Public Works Director STREETS DEPARTMENT P.O. BOX 100 FORT MORGAN, COLORADO 80701 (970) 542-3987 City of Fort Morgan INVITATION TO BID Streets Department 2020 HBP Paving and Chipseal Projects The City of Fort Morgan is accepting sealed Bids for 2020 HBP Paving and Chipseal Projects until 3:00 p.m. (our clock) on February 20, 2020 at City Hall located at 110 Main Street, Fort Morgan, Colorado 80701. If mailed, the address is PO Box 100, Fort Morgan, CO 80701 and must be in a separate sealed envelope from the shipping package. Bids must be received at City Hall prior to 3:00 p.m. (our clock) on February 20, 2020. Project Summary and Bid Document Information: The following projects generally consist of full width asphalt removal (~3” to 7” deep), installation of flyash subgrade stabilization and installation of HBP on: Project A – East Beaver Avenue: West End – Industry Drive (Industrial Park) Project B – East 9th Avenue: Carol Street – Vicki Street Project C – Carol Street: E. 8th Avenue – E. 6th Avenue Project D – Park Street: W. 7th Avenue - Platte Avenue Project E – Park Street: Platte Avenue - E. Bijou Avenue Project F – Comanche Avenue: Nelson Road – Cheyenne Street Project G – Lowell Place: North of Comanche Avenue Project H – Navajo Avenue: Cheyenne Street – Colfax Street Project I – Landmark Drive: Alpine Avenue – Century Avenue The following projects generally consist of installation of application of polymerized emulsified asphalt, cover coat aggregate called chip seal followed by fog seal (chip seal) on: Project J – Cottonwood Parkway: Riverview Avenue – North End Project K – Osage Avenue: Prairie Place – Cottonwood Parkway Project L – Dakota Avenue: Commons Parkway – Cottonwood Parkway Project M – Commons Parkway: Riverview Avenue – North End Project N – N.
    [Show full text]