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Home My WebLink About20192181.tiffCH f 44 d PTE Z N1 G BE IT G WELD, STATE a`��"a 7r THE PU F THE kI N E L C EL BY T F L E ATTER OF REPEAL1 KS9 CH P UNTY C OA U w 0 s CE 2 1 -12 TE 12 LICE DE F C 1 `l REENACTING, ;';,'5ITH AMENDMENTS, CES ND PERMITS, AN I'. CHAPTER 23 MBA! SIGNERS OF THE C NTY WHEREAS, the B and of County Commissioners of the County of Weld, State of Colorado, pursuant to Colorado statute and the Weld County Home Rule Charter, is vested with the authority of administering the affairs of Weld County, Colorado, and WHERES, the Board of County Commissioners, on December 28, 2000, adopted Weld County Code Ordinance 2000-1, enacting a comprehensive Code for the County of Weld, including the codification of all previously adopted ordinances of a general and permanent nature enacted on or before said date of adoption, and HEREAS, the Weld County Code is in need of revision and clarification with regard to procedures, terms, and requirements therein. NOW, THEREFORE, BE IT ORDAINED by the Board of County Commissioners of the County of Weld, State of Colorado, that certain existing Chapters of the Weld County Code be, and hereby are, repealed and re-enacted, with amendments, and the various Chapters are revised to read as follows. Ad ART L] v[is on `1 CLE CHAPTER PUBLIC WO Storms Dra5 5+=1 g cLr!L! te General Sec. -` . Intent. P r vSoons a, KS A. 4 _ he intent of the Weld County Storm Drainag e Criteria is to provide minimum standards to preserve and orotect the public health, safety a►nc general welfare in the unincorporated lands of the County, pursuant to authority granted by Part 4 of Article 15 of Title 30, and Article 35 of T ife 30, C.R.S. B. Adequate stormwater management is lnecessary to preserve and promote the health, safety general welfare, and economic well-being of the County. Drainage is a regional issue involving multiple governmental jurisdictions and affecting all property parcels. This makes it esoecialhic critical for drainage systems and programs to address both public and private needs. �b e County should be directly involved to provide coordination and master planning for area -wide drainage facilities. Drai► aqe clans should adhere to ��e e�all accepted engineering principles and practices and shall conform to applicable laws and regulations. Development small consider the features and 'u cfiions of the existing drainage system. 0. Applicacion of these DOlids is supported by technical drainage criteria and data. When designed and implemented in a com rehenswe manner, drainage facilities can be !provided PAGE 1 2019-2181 OR®2019-12 in a manner that will avoid water -related damage to infrastructure, maintain or im c uality. and enhance the healthsafety, and c eneral welfare of the County. rove water Sec. d-11= Definitions For the pur ose of this article, the following terms, phrases, and words and their derivations shall have the meanings given herein: Control Measures (formerly Best Management Practices/BMPs): for the purposes of this Article, temporary or permanent erosion and sec'iment control methods that have been determined (according to EPA guidance) to be the most effective, practical means of preventing or reducing pollution from nonpoint sources. For the purposes of this Article, control measures address prevention of water pollution and control of dust from construction sites. Detention pond: A flood control feature designed to temporarily store runoff and reduce peak flows. Detention ponds return water to the watershed through an outlet designed to release at a specified rate. Municipal Separate Storm Sewer System (MS4): An area cefined by the Federal E'ivironmental Protection Agency (EPA) in 40 CFR 122 as defined in Chapter 8, Article IX of this codre Non -Urbanizing: An area farther than V4 mile from municipal boundaries, as amended. Retention pond/Retention facility: A flood control feature designed to temporarily store runoff and reduce peak flows. Retention ponds return water to the watershed through infiltration into the ground. Urbanizing: An area within 1,4 mile from municipal boundaries, as amended. Sec. = .Ado tjo -3 n of storm R ralnac e stand:=irds. A. The Urban Drainage and Mood Control Districts "Urban Storm Drainage Criteria Manual," (UDFCD Manual) consisting of Volume 1, Volume 2, and Volume 3, as currently published or hereafter amended, is hereby adopted by reference, with the amendments and additions which are set forth herein. All references to 'District" or "Tie District" within the UDFCD Manual shall be replaced with "Weld County". The provisions of this Article shall be known as 'he "Weld County Storm Drainage Criteria." All facilities for stormwater management on properties located within the unincorporated lands of the County, whether public or private, shall be designed and constructed in accordance with such criteria, unless a master drainage plan specific to the area of the site has been approved by the County. The Weld County Storm Drainage Criteria shall be available on the Weld County Public Works Department's Website. B. The criteria and procedures contained in this article are intended to supplement the UDFCD Manual in ways specific to Weld County. In the case of a conflict between the UDFCD Manual and the supplemental criteria and procedures in this article, such supplemental criteria and procedures shall take precedence over the UDFCD Manual. PAGE 2 2019-2181 ORD2019-12 Sec 8=f 1=40 = D'rainaco at!�c A. Weld County pursues a jurisdictio�nally unified drainage effort to assure an integrated drainage system and to cooperate witi other regional and local planning agencies on drainage matters. B. For new development, unmdetained discharges to roadside ditches located in the County right-of-way are prohibited. C. Except as set forth below, Weld County requires regional and/or on -site detention for all future developments. Temporary or interim detention/retention may be required if the downstream regional facilities have not yet peen constructed per the applicable master plan for that location. Stormwater retention facilities are normally not allowed in Weld County but will be considered for special circumstances through the variance process as defined in this article. D. Weld County requires detention of runoff from the 1 -hour, 100 -year, storm falling on the developed site and release of the detained water at the historic runoff rate of the 1 -hour, 5 -year storm falling on the undeveloped site for urbanizing areas and the historic runoff rate of the 1 -hour, 10 -year storm falling on the undeveloped site for non -urbanizing areas. Historic is defined as an aiceveloped site with a 2.0% imperviousness. If an urbani ing jurisdiction has adopted a different historic runoff rate than that stated in this subsection, then the most restrictive runoff rate s tall apply. E. Public Works shall review and approve new development in accordance with the storm drainage criteria of this article. F. Weld County will not accept any detention or retention pond that does not drain in accordance with state and federal law or causes injury to water rights. U Don evaluation, im Qrovements may be necessary to downstream capacity. G. Irrigation ditches shall not be used as outfall points for stormwater runoff from Uses by Special Review, Site Plan Reviews, Subdivisions, or Planned Unit Developments, unless such use is approved, in writing, by the ditch owner(s). Water quality treatment may be required. H. An as -built survey of stormwater facilities shall be provided if requested by Public Works. I. Exceptions to stormwater detention shall not jeopardize the public health, safety, and welfare of public and private property. No stormwater deteit.ion will be required for sites that meet any o.{ the following concitions. Requirements of the Municipal Separate Storm Sewer System fi MS4) areas remain applicable. Public Works will confirm if the development qualifies for an excepti,Jn based upon the information provided by the pplicant. Exceptions shall be supported with an approved drainage narrative, which must describe at a minimum: 1. Any existing and proposed improvements to the property. The exception being requested for consideration. Where the water originates if it flows onto the property from an off -site source. 4. Where the water flows as it leaves tile e property. 5. The direction of flow across the property. PAGE 3 2019-2181 ORD2019-12 6. Previous drainage problems with the property, if any. 7. The location of any irrigation facilities adlacent to or near the property. 8. Any additional information pertinent to the development. Exceptions to the stormwater detention shall be limited to the following uses: 1. Use by Right or Accessory Use in the A (Agricultural) Zone District. 2. Zoning Permits for accessory storage, commercial vehicles, home occupations, or manufactured homes in the A (Agricultural) Zone District. A second dwelling permit in the A (Agricultural) Zone District. 4. Towers including, but not limited to, wind and teFecommunication towers. Pipelines or transmission lines, excluding la down yards, metering sites, substations, and any other above ground appurtenances. Gravel pits if the stormwater drains into the travel pit. Releases from the site small cornphi 6, with the Weld County Storm Drainage Criteria, including dewateringT o r a hical information shall be provided. 7. Residential developments where all the following conditions exist. Tnis exception shall be supported b\ calculations signed and stamped by a Colorado Licensed Professio�na Engineer Nine (9lots or fewer. b) The average lot size is equal to, or greater than, three (3) acres per lot. c) Downstream roadway criteria are not exceeded. d) The total post -development imperviousness for the rural residential development does not exceed ten percent (10%), assuming that all internal roads and driveways are paved or will eventually keepaved. 8. Development of sites where the change of use does not increase the imperviousness of the site. 9. Non -Urbanizing areas where the total pre-existinc: and post development impervious area produces stormwater runoff of less than, or equal to, 5 cfs for the 1 -hour, 100 -year, storm event. This exception shall be supported by calculations signed and stamped by a Colorado Licensed Professional Engineer. 10. Parcels with total area less tnan, or equal to, 1.0 gross acre. 11 An individual parcel with an unobstructed flow path and no other parcel(s) between the Federal Emergency Management Administration (FEMA) regulatory floodplain channel and the project. L. A Parcel greater than °i gross acre and less tnan, or equal to, 5 gross acres in size is afowed a onetime exception for a new 2,000 sq. ft. building or equivalent imperviousness. PAGE 4 2019-2181 ORD2019-12 1:. A parcel greater than 5 gross acres in size is allowed a onetime exception for a new 4,500 sq. ft. building or equivalent imperviousness. 14. Concentrated Animal Feeding Qpera .ion (CAFO), Animal Feeding Operations (AL -0) and Housed Commercial Swine Feeding Operation (HCSFO) which are covered and approved by the Colorado Discharge Permit System (COPS) regulations. Portions of the site not included or covered by the COPS permit, shall comply with the Weld County Storm Drainage Criteria. SeC9 841-50. Rainfall. The designer shall use the most. appropriate and best available data for the protect area in determining the rainfall quantities. The applicant shall utilize local rainfall data from the National Oceanic and Atmospheric Administration (NOAA) unless otherwise approved by Public Works. The use of synthetic hydrographs is not permitted. S'i'si Ll o wry 1 �� "✓ e tn t 4d tl� m .--- ..—... . -.�... A. The Rational Method should not be used to determine runoff for basins larger than 160 acres. In areas located in the southwest portion of Weld County, where areas are larger than 160 acres that have drainage characteristics similar to an urban area, the Colorado Urban Hydrograph Procedure (CUHP) is an acceptable model for determining runoff amounts. The CUP model can be used for basins from 0 to 3,000 acres. The parameter adjustments provided in the runoff chapter of the UDFCD Manual (Volume 1) should be used when dealing with basins that are larger than 160 acres. B. The CUHP model is not applicacle in non -urban areas, including those areas in Weld County that. are outsice of the . Denver Metropolitan area. Public Works may accept other methodologies as ceemed appropriate by the design engineer. Planned ��. knot 'eve C. prent,and...Reskientioal SuLcihrisug.ns. Design Joptn Criteria. The primary design objective is to keep the encroachment of stormwater on the street or road below an acceptable limit for a given flood return period. When stormwater collects on a street and flows down a gutter or Swale, the stormwater encroaches into the roadway. If left unchecked, the encroachment will hinder traffic flow and m ecom e hazardous. The maximum encroachment de nth over the crown is 6" during the 10 -year storm and 18" during the 100 -year storm. County Highways and arterial roadways over coping shall be determines by the Public Works Director or Designee. PAGE 5 2019-2181 ORD2019-12 B. Inlets. 1. he design guidelines provide° in the streets/inlets/storm sewers chapter of the UDFCD Manual (Volume 1) should be used when designing stormwater inlets. The standard inlets permitted for use in Weld County streets/roads are shown in the following table: Inlet type permitted (CDOT Types) Curb opening inlet Type R Grated inlet Type C Grated inlet Type 13 Combination inlet Type 13 w All street types with 6 -inch vertical curb All streets with a roadside ditch or swale Alley or private drives with a valley gutter All street types with 6 -inch vertical curb 2. In order to account for factors, which decrease the capacity of the inlets such as debris plugging, pavement overlaying, and variations in design assumptions the theoretical capacity calculated for inlets is to be reduced by the factors presented in the following table for standard inlets in Weld County. Condition Inlet Type Sump or continuous grade CDOT Type R rcontinuous arcade Sump C Pipes. Percent of Theoretical Capacity Allowed 15 ft length 88 10 ft length 15 ft length 92 t 95 Combination Type 13 66 Grated Type C 750 Grated Type 13 Combination Type 13 50 65 The design guidelines provided in the streets/inlets/storm sewers chapter of the UDFCD Manua (Volume 1) should he used when designing stormwater pipes. PAGE 6 2019-2181 ORD2019-12 2. The applicant shall contact fire Department of Public Works to determine which types of storm sewer pipes are permissible for use in public rights -of -way or public drainage easements. Sec -1 L1 ILA° ?.ream eo A. Desion Rows. The major draina e system must be able to convey the fulh developed flow from a watershed for the 1 -hour, 100 -year event without significant damage to the system. B. Open channel Design Principles. 1. Grass -lined open channels conveying less than 50 cfs may reduce the minimum 1.0 -foot freeboard reguirerient to the freeboard required to convey 1.33 times the 100 -year, desiq,n flow. The reduced freeboard may only occur if a 1.0 -foot minimum freeboard is not physicahy possible and a variance request is submitted. 2. Maximum side sip yes may be as steep as 3H.1v. If slopes are greater than 4R1V V the design engineer should address how the channels will be safely maintained. Sec 8=i ° ©90 Live Rts_ku biac ri �� m � A. SiZina I The applicant shall contact the Department of Public Wor storm sewer pipes easements. are permissible for use culverts shah be des requirements. in cs to d ete rm i e which t aes of public rights=of-wa\, or public drainage riled to the following maximum headwater to depth HW/D 4.V •w _ .� ... a weeirentworthl.noiermeN Range of Diameter or Height or Rise, inches Less than 36 inches 36 inches to 60 inches .a _ Larger than 60 inches but less than 84 inches 84 inches to less than 120 inches 'Mww'.WpA90.fi % Nni/Miy WwNMW//FYAxWVIIpNMAW04 MN/OVieW 120 inches or larger .,,;,,M..,, TMaximum HW/D I 3. Materials. Culverts that are to be installed in a public right-of-way tht is routinely burned must De mane of either concrete or metal. Plastic pipes will not be allowed in public rights -of -way that are subject to weed burning. c ® Storaqe� A. Detention Criteria. 1. Detention ponds shah be sized to store the stormwater runoff generated by the 1 -hour 100 -year storm falling on the develp oed site and release of the detainee water at the PAGE 7 2019-2181 ORD2019-12 historic runoff rate of the 1 -flour, 5 -year storm falling on the undeveloped site for urbanizing areas and the historic runoff rate of the 1 -hour, 10 -year storm falling on the undeveloped site for non -urbanizing areas. Historic is defined as an undeveloped site wits a 2.0% imperviousness. 2. The detention pond must include volume for the water quality capture volume. Water quality caoture volume may be included as a portion of the total 100 -year detention pond volume. The water quality capture volume is to be drained over 40 hours. 3. Off -site flows can be routed as follows: a. Over the spillway; or b. Routed around the site. 4. The elevation of the to of the detention pond embankment, except at the spillway, must be a minimum of 1 -foot above the 100 -year water surface elevation in the detention oond. 5. Outlet works sriould be sized and structurally designed to release at no more than the 1 -hour, 5 -year historic release rate in urbanizing areas and 1 -hour, 10 -year historic release rate in non -urbanizing areas without structural or hydraulic failure. Historic is defined as an undeveloped site with a 2.0% imperviousness. The outlet pipe must contain a minimum of two concrete cutoff walls embedded a minimum of 18 inches into undisturbed earthen soil. The cutoff walls must be a minimum of 8 inches thick. The outlet pipe bedding material must consist of native earthen soil, not granular bedding material, to at least the first downstream manhole or davlicht point. 6. Each detention pond shall contain an emergency spillway capable of conveying the peak 100 -year storm discharge draining into the detention pond. The invert of the emergency spillway must be equal to, or above, the 100 -year water surface elevation. The depth of flow out of the emergency spillway shall be less than 6 inches. The spillway must have effective erosion protection. In order to protect the emergency spillway from catastrophic erosion failure, buried riprap shall be placed from the emergency spillway downhill to the embankment toe of slope and covered with 6 inches of topsoil. The riprap must be sized at the time of final engineering design. Grouting of the ri orao may be recuired. 7 In order to prevent damage to publicly -owned infrastructure (roads, roadside ditches), a concrete cutoff wall 8 inches thick, 3 feet deep, and extending a minimum of 5 feet into the embankment on each side of the emergency spillway opening, is required on all privately -maintained detention ponds and required on all regional detention ponds. The concrete cutoff wall permanently defines the emergency spillway opening. The emergency spillway elevation must be tied back into the top of the embankment using a maximum slope of 4:1. The design of tie detention facility must provide evidence that the pond will drain m accordance with state law. A detention pond that can cause injury to water rights or is in violation of State or Federal law will not be accepted. 9. SimNified equations are not to be used to calculate the required volume of a detention pond. PAGE 8 2019-2181 ORD2019-12 B. Retention Criteria. 1. Retention facilities are not allowed in Weld County without the issuance of a variance. 2. Retention facilities must be designed to contain 1.5 times the volume of the runoff generated by the 24 -hour, 100 -year storm, plus 1 foot of freeboard. 3. The design of the retention facility must include an emergency soiliway and must show that a spill will not adverse) impact downstream . ro 3erties or residences. The spillway must be designed in accordance with the detention pond spillway requirements. 4. The design of the retention facility must provide evidence that the Pond will drain through the bottom (sides slopes cannot be used in calculation) in accordance with state law. A retention pond that can cause injury to water rights or is in violation of state or federal law will not be accepted. Erosion Protection Design Criteria. Erosion protection for storage facilities needs to be designed to ensure that the sediment does not leave the site or impact downstream properties. It may be necessary to install straw bales, riprap, erosion control logs, erosion control blankets, etc. on the storage facility side slopes to ensure that erosion does not occur until the reseeded vegetation is established. The Control Measures/BMPs outlined in the UDFCD Manual (Volurie 3) should be used. Sec. 8-11-110. n. A. Weld County utilizes the information provided in the Revegetation Chapter of the UDFCD Manual (Volume 2), and the :est Management Practices Chapter of the UDFCD Manual �Volurne 3). Weld County has highly recommended seed mixes that are applicable to areas of the County. These seed mixes can be found under the Weld County Public Works Website, Weed Management Section. If noxious weeds, as defined by the State of Coloradoexist onsite, the appropriate _steps shall be taken before, during 5 and after work is completed tro control their spread. B. Seeding and Planting. In addition to the site preparation guidelines outlined in the revegetation chapter of the UDFCD Manual (Volume 2), if mulching with straw the straw must be free of seeds and weeds. 4 A water quality feature is inLnced to improve water quality from the impacts of site development. A waterqua liW feature can be an existing low spot on the property that currently collects water or an excavated area. The volume required is based upon site size and imperviousness. This depression is intended to allow stormwater runoff from the site to collect and settle out any contaminants prior to flowing offsite to neighboring properties or downstream waterways. B. An acceptea methodology for a water quality feature design can be found in the UI Manual, Volume 3, Best Management Practices. C. For regulations pertaining to MS4 areas, refer to Chapter 8 .article 1X of this code. PAGE 9 2019-2181 ORD2019-12 of this a rticUe m v not be granted w of the ap reMant. No relief erne be granted when the read detrimentaD B to the [ouCohc 16,-a �h, safett� and general welfare or when the re PAGE 10 Sec. 8-11-I Contra Maas We (VoBu Sec d County uses t me st Vla age e ControB Measures/BM, s 5 Tient Practices. 1-140. Mal rfi- ecru ]ncc at are ou t i es, edint i 'I Man A. �c� ive s BocatedCounty-maintained road hgjhts=of=way are not rlr-aintained by We d County. The owners of those cu verts are respons b e for tr eir maintenance. Culverts that are [fart of a stiodivislon dr a gep an are 6 iiialntainod by the respective homecw'` er's assodc fion. j n ose cu vents sh o [ci oe- maid` •pia ii odd and cleaned mit a rinuay, _ per the dfrainra cje report maintenance clan, or on an pis-e,eeded )sis ro ensure groper drainage of the subdivision D. T o ass st owners win rair MenarLcce, an operatlors and maintenance a F uIaB for storrnwater fad ities and associated hfrastructire shall be developed and included %Mtn t; �e fir 20 drainage report. The operations mare CBs wi Vc ude it suctions or safe and correct opera. cons, rep* and n i aintenance ®f aBB instated equipment and fad itias rd recommended insioectio n sched u Bes. i ne ope ratio s and ran nntenance manual ilia l he distributed to any _ ppHcab e meowners' association or business park association (or e'ajuivaBent' a The property owner/dove revec etJti0rla D. Access must be provided to the d E. Areas designated for stormwate of materials, buHdin j, or soar Works. Secr ©L . Hifibrc emsLTt e t The Count , to r o ug h is De iforce this ArUI{oBe XII throug �a a `l� Roard of Coil rity Comb oper, not !- eld County, is responsib rajnage facilities for long -Le e for site ma rm mai Le lance. "tens nce and storage retention ordetenntion are hot to be used for storage -ping, or o2 �� iss io modified without a oAorovaI fro me t of Pub Works or other de rn the oaAme iDe oartment of Pub nts so a ut nohzed, may ethods described oelow or through other methods adopted oy ers. f it appears to C Juntstaff that any property is being or is proposed to be excavated, graded, red, or used in vioGtion of this Artie e)/atne , County Attorney, addition to the other remedies provudjod by Gaw,_or'dunance or reso[ution, may _fins` ute an enQun'cton, mandamus, ape-lie:yeti or other appropriate action or proceeding to prevent, en oin, abate or remove such violation Big addition, the County/ m a\2, without seechoo relief from as- court, refuse to issue an zoning, buiIdingj, certificate of occuparcy, or other County -issued permit until toe property is brought into compliance with the req uirernents of this Article XL Br any case in C, hick Me inioroverHerits required i this fr i A arc life �ded in an improvements Ac 'e �, �t ��e'weeri tie property 1,n�i �l4 E�=�- i� r owner and the Coun yy the County ma access and use con terall in accordance wit of that agreement for the purpose of ensuring compliance witi Sec. o7 GO. Sty rr-Tar ivaferr Cdr 10age cv term v rti n ces0 L its Artie e X iI ne terms the variance procedure is intended to address cases of hardship. Relief from the provisions r F .Gl !'/1 1R �� .� hardship is 7T rte. � n ;1 �. � a � � f � � <� �j t about sobe[yy through ��e actions t of g nting the reluested refoef is Uelf is contain to the 2019-2181 ORO2019-12 purpose anc intent of this article. In granting any variance, the Department of Public Works may prescribe appropriate conditions and safeguards in conformity with this article. Violation of such conditions and safeguards, when made a part of the terms under which the variance is granted, shall be deemed a violation of this article. The variance request shall be stamped and signed by a professional civil engineer licensed to practice in the State of Colorado. Requests will be reviewed by the Public Works Director or his/her cesignee. In order to be granted, the variance request must: A. Describe the design criteria of the Weld County Code of which a variance is being requested. B. Describe the proposed alternative with engineering rationale which supports the intent of the Weld County Code. C. Meet the design intent of the Weld County Code. D. Demonstrate that granting of the variance will still adequately protect public health, safety, and general welfare. E. Demonstrate there are no adverse impacts, from stormwater runoff, to the puolic rights - of -way and/or off -site properties as a result of the project. An applicant may appeal the denial of a variance to the Board of County Commissioners pursuant to the provisions of Section 2-4-10 of this Code. Variance requests, if accepted, are not precedent setting and are based upon specific site constraints. Add ARTICLE C LE YaD o Transppor�, Fermis Sec. 8-13-10. intent of Transport Permit Policy. Weld County strives to keep its roadways and bridges safe and in a state of good repair and free from unnecessary encumbrances. The Weld County Transport Permit is required for Extra- legal vehicles using Weld County roadways to ensure the operation and movement of Extra -legal Vehicles and Loads occurs in a safe and efficient manner. Weld County Transport Permits issued shall include restrictions or conditions including, but not limited to, estaolishing routes, enforcing a time of day for travel, and/or requiring Extra -legal Vehicles/Loads to be accompanied by pilot escorts in an effort to protect the health, safety and welfare of the traveling public. This policy shall apply within all unincorporated areas of Weld County as of the effective date of this Article. This policy is enacted pursuant to C.R.S. §42-4-510 and §42-4-511(2)(a); applicants are responsible for complying with the terms of this and other applicable local, state, and federal laws. Sec. 8-13-20. Pur aose. The purpose of this Article is to allow for the safe movement of Extra -legal Vehicles and Loads on county roadways and protecting the health, safety, and welfare of the traveling public, maintaining efficient traffic flow, while preserving the integrity of county roadways and bridges. Sec. �i I =3 0. Definitions. For the purpose of this Article, the following terms phrases, words, and their derivations shall have either their common sense meaning, or the meanings given herein: PAGE 11 2019-2181 ORD2019-12 Applicant: An individual, firm, partnership, corporation, or association submitting an application for a Transport Permit. Department: Weld County Public Works under authority of the Board of County Commissioners. Extra -Legal Vehicle and Load: An overweight, over length, over height vehicle or load exceeding the Legal Limits as set by Federal and State of Colorado guidelines as define: m CURS. § 42-4-502 through 42-4-509. Hours of Darkness: Sunset to Sunrise. Hours of Daylight: Sunrise to Sunset. Inclement Weather Weather conditions that impede safe travel such as: high winds, fog, snow, heavy rain, icy roads, high water, limited visibility, etc. Legal Limits: The size, weight, and height limits for a vehicle or load as defined in C.R.S. §§42-4-502 through 42-4-509. Maximum Limits: The maximum size, weight, and height limits that may be allowed by a Transport Permit for an Extra -legal Vehicle or load. Restricted Bridge MarsMarspia A map prepared by the Department indicating Load posted bridges. Roadway: A strip of land that is granted throygh easement, petition, or other mechanism and is maintained for Public transportation purposes. Rules: Rules and Regulations as cetermined by this Article in addition to the Rules and Regulations of the Colorado Department of Transportation, 2 C.C.R. 601.4. Transport Permit: A license granted by Public Works to move or operate Extra -legal Vehicle o Load on a county road. Saco 8-1340. enera] L TOAS1O61St r. A. Transport Permit Necessary. A Weld County Transport Permit is required for a iv movement of an Extra -legal Vehicle or Loac occurring on Weld County roadways, as defined in this Article. B. Issuance of a Transport Permit. An Extra -legal Vehicle or Load shall not operate or move on a county road, except by Permit as provided in this Article. The Department may, upon application in writing, issue a Single -trip, a Special, an Oil Rig, or an Annual Transport Permit authorizing the Applicant to operate or move an Extra -legal Vehicle or Load. All permits shall be issued at the discretion of the Department. In the Permit, the Department may include, but is not limited to, the followin,. conditions: 1. Limit the number of trips and/or establish other time limitations of operation. 2. Limit or prescribe conditions of operation when necessary to protect the safety of the travelling public, the efficient movement of traffic, or the county roads from undue damage. 3. Require pilot escorts and/or Law Enforcement to accompany loads with dimensions exceeding maximums. 4. Establish travel routes. PAGE 12 2019-2181 ORD2019-12 Excessive loads as identified b�y Public Works Staff will be required to submit a route assessment including a before and after structure analysis prepared by a State of Colorado licensed Structural Engineer. These loads may require security to cover costs of potential repairs. 6. Required Security, in the form of a Surety Bond or Letter of Credit, or other payment as approved by the Department for moves that may have the potential to cause damage to roads or structures within the roads. Whether or not covered by a security, the Permit Holder shall reimburse the County for any and all expenses incurred by the County as a result of, or related to, failure by the Permit Holder to perform the transport in compliance with the Weld County Code and other applicable law. 7. Travel routes may rec uire build outs of turning radii or other road im orovements necessary to accommodate movement of the Vehicle/Load. A right-of-way_permit may be applicable. C. The Applicant shall be responsible for the safe movement of the permitted Extra -legal Vehicle or Load and a I terms and conditions of the Rules. a Since many of these routes are connecting from other agencies or counties, the Applicants shall not onl adhere to the uidelines stated in this Artic e out all other applicable Federal and State of Co orado rules, regulations, and laws pertaining to Transport Permits for the movement of Extra -legal Vehicles. E. Exceptions. For communication purposes, and wher feasible, the Department requests to be notified in advance or during a transport if any of these exceptions occur. The following are allowable exceptions to the Rules: 1. Emergency moves, as directed by emergency_personnel, of an Extra -legal Vehicle or Load are exempt from the requirements of obtaining a Transport Permit when it is necessary to move the Extra -legal Vehicle or Load out of danger and for the protection of the travelling public. 2. Towing carriers may transport a disabled Extra -legal Vehicle or Load from the point of break down or crasi to a place of safe keeping. 3. Any move of an Extra -legal Vehicle authorized by Local, State, Federal Law Enforcement or Militate personnel. Sec 843-50 Trans •art F?!!1IiPP.s. The following Trrsport Permits are available as determined by the Department of Public Works for the movement of Extra -legal Vehicles and Loads on roadways unc'er Weld County jurisdiction: A. Sing le Trip Permit: A permit valid for a single one-way trp for Extra -legal Vehicles and Loads that do not exceed Maximum Limits allowed by the Rules. B. Special Permit: A permit valid for a single one-way trip issued to Extra=legal Vehic es or 1 oads that exceed the Maximum Limits allowed by the , pules. C. OiRig Permit: A permit valid for Extrade2a Vehicles and Loads associated with an Oil Rig ''love. Ali Goads prtainirg to tie specified rig and its location are covered under the issued ermit. PAGE 13 2019-2181 OR.D2019-12 4. D. Annual Permit: A permit valid for one (1) year from the date of issuance for Vehicles sr Loads that do not exceed Maximum Limits allowed by the Rules. E. Annual overweight (OW) Divisible Permit: A permit valid for one year from the date of issuance for Quad Axle and/or Tandem/Triple Axle Divisible Vehicles or Loads. F. Fleet Permit: a permit valid for one (1) year from the date of issuance for Applicants with 10 or more Vey isles of which may not exceed Maximum Limits for Annual Permits. ec9 mi 3-6 . Transport PermRs Aprof�cti.rn 9nforf .,aflon A. T e Maximum Limits authorized for Annual Extra -legal Vehicles or Loads are as follows: 1. Two hundred thousand (200,000) pounds Gross Vehicle Weight and must meet Federal Bridge Formula requirements for axle loading. 2. Sixteen (16) feet in Width. Sixteen (16) feet in Height. One hL ldred twenty (120) feet inLength. 5. Twenty-five (25foot front Overhang. 0. Thirty-five (35) foot rear Overhang. B. The Maximum Limits that may be authorized for an Extra -le al Vehicle or Load o eratin under the Annual Overweight (OW) Divisible Permit are as follows: 1. One hundred ten thousand (110,000) pounds subject to Bridge limitation map. Vehicle must be configured with a Quad Axle grouping. 2. Ninety-seven thousand (97,000) pounds subject to Bridge limitation map. Vehicle must be configured with a Tandem/Triple ole Axle grou Ding on trailer. 3. Height, Width, and Length shall not exceed Legal limits and maximums. C. Hours of Darkness. An Extra -legal Vehicle or Load more than fourteen (14) feet in Width is prohibited from travelling from Sunset to Sunrise unless authorized as a Provision on the Transport Permit. D. Holidays. Refer to Colorado Department of Transportation Rules and Regulations Chapter 4 (404.3) . Convoy. Convoying is not permissible on Weld County roadways unless soecified as a special condition on the permit. A minimum distance of ono -half mile shall be maintained at all times. Staging. Vehicle staging/parking on Weld County roadways is not permitted, except at cesignated pull off areas. Staging on the Weld County Highway is not permitted without permission from the Department. Seca 84 =70 Trans Dort Permit A 3 _lication Process. A. Applicant must apply to the Department of Public Works to obtain a Transport Permit. PAGE 14 2019-2181 ORD2019-12 L. 0. Submittal Requirements. Applicant must submit a complete application form, required submittals, and fee to the Department for review. Reouired submittals may include, but are not limited to: 1. Route survey. 2. Pilot escort information. 3. Traffic control plan. 4. Professional Engineer's analysis report for structures. 5. Copies of Permits or Permissions from rebated agencies or municipalities included within the submitted route. 6. Public notification. 7. Public Utility clearance letter. 8. Certificate of Authentication_ (for Mobile Homes oily). 9. Right-of$f\/aka Use Permit. lot Transport Fee. C. Review Process. The application and submittals filed by the applicant for a Transport Permit shall be reviewed by the Department of Public Works. The application may also be reviewed by other departments or agencies to verify compliance with any aoplicabDe laws. If an pplrcatnon is determined to be incomplete, the Department of Public Works shall provide oticeto the applicant, along with an explanation of the application's deficiencies. No further p rnocessin of the application shall occur Lntil the deficiencies are corrected in a future resubmittal. An application which is determined to be incomplete may or may not retain its same processing cycle. D. permit Issuance. if yhe Department finds all requirements and regulations set forth in this Article have been satisfied, and all fees have been secures, a Transport Permit will be issued. Changes to are Approved Permit. An approved Transport Permit shall not be changed, modified, or altered without written consent from the Department of Public Works. F. Permit Expiration. 1. Single -trip Permits and Special Transport Permits expire within three (3) days from the approved move date. If a loner time period than three (3) days is granted, The Permit will expire accorftldinjy_based on the move date. 2. Oil Rig Permits expire ten (10) days from the date of issuance. 3. Annual Permits expire one (1) year from date of issuance. G. Permit extension. An applicant may request an extension of time for a Single -trip, Special Transport, or Oil Rig Permit if the move is unable to begin due to good cause. Mere shad be an extension fee assessed to cover administrative costs. PAGE 15 2019-2181 ORD2019-12 Sec 90. Applicant's ,gener D responsi biiitieso A. Applicant is responsible for all compliance with Rules as set in this Article, Permit, and Permit Pr ovisions. B. Applica ,t is responsible for maintaining compliance with all Federal and State Highway Commercial Vehicle rules. C. Aoplicant is responsible for obtaining all necessary Permits and Permissions from all Authorities, property owners, other jurisdictions, or other affected parties located within the intended haul route boundaries. D. Applicant shall have an original, copy, or verifiable electronic copy of the Traisport Permit available when operating on Weld County roadways. E. Indemnification. The Permit Holders its agents, employees, subcontractors, contractors and assigns hereby agrees to hold Weld County, Colorado, the agencies thereof and their officers and employees harmless from any and all loss and damage or any claims which may arise out of, or be connected with, the Special Transport Permit, excluding any sucn loss and damage or any claims (including consequential damages) which may be caused solely by the negligence of the County, the agencies thereof or its officers and employees. C Insurance. The Permit Holder shall secure and maintain insurance policies that will protect them, their subcontractors and the County from claims for bodily injury, death or property damage which may arise from the transport conducted pursuant to this permit. Weld County must be named as an "Additional Named Insured" upon said insurance policies. G. Utility Locates. The Permit Holder shall be responsible for utility locates at least forty-eight (48) hours in advance of the transport, for utilities that mane affected during transport. The Permit Holder is responsible for any damages to existing utilities or structures. Sec. 8-13-1.00. (county Auth * rity A Special Transport Permit is considered to be a license for use of the County roadways. The Department snail have the authority to suspend and/or terminate the move, wholly or in part, because of the fai ure of the Permit Holder to properly execute the move in accordance with this Article. Weld County, notwithstanding the issuance of any Permit in the County roadways, reserves the right to make any changes, additions, or required rerouting of any special transport vehicles on county roadways at any time, without compensating the owner. Seca 84 3=1 10. Transport Permit Peen AU required fees shall be paid, in full, at the time of the Permit application submission unless other arrangements are made. The fee for Transport Permits shall be determined by resolution or ordinance of the Board of County Commissioners and shall be shown on the Transoort Permit applications. ap 8-4342 Oo r ppe [ f Deniaf a Transport rermit. If an aoolication for a Transport Permit is de led or revoked by the De Dartmentor if the olicant objects to any of the terms or conditions of a permit thereby placed by the Department the applicant has the right to appeal the decision to the Board of County Commissioners, in writing, utilizing the appeal procedures set forth in Section 2-4-10 of the Weld County Code. PAGE 16 2019-2181 ORD2019-12 Sec. 8=13430. c rrirdt SRA-Sipenson cc Rvocoono T i o opadment may deny, revoke, or suspend the Transport P ore vit or order to protect the putt heat' sw ety welfare, and ensure the safe runchon of county roadways and bridges. e d County reserves its right to revoke any—ransport Permit without refund of fees wr er [ever a ortnot os ossued on error 01 the bases of incorrect informo,tiy supp ied by tre app ioa opt, or whorover the App ioant is in vO lation of any ruDes or p rovisio is of this ArUc[e. Of thLe Department deer ni yes the Aip,plioaot has committed a s obstantia breech of a term or condOtoor of ao_ y statute, orth lanoo, ruole, reg S DD atior, or any co an of the Per nit the Dopy rtment notifythe Applicant of theor suspension or revocation by oitl`her a phone call or On writing, Within twenty- oir (24) ho., rs of receivhp tree notification of the suspo rsoon, the Applicant shall contact the Department of Public VV.rks w .pith a plan of correction which must be accepted by tine Department. 1`ba0kiro [cdv the App cant to contact the Dojoa trnont to remedy violations shraH resu t in immediate revocation of the °ere �is a ro terr inatb il of the move. a °ern lit is revoked, the App icy, rat will be requO rod to re pplv and will be charged for any applicable fees. Sec. 8� 3� �� I�.�� `�� crcem M A. Violations and oenSues. The Count/ Departments so authorized may e rough the Department artment of oC lie Works or other e through methods availab e in the law, liroulgh other methods ado' ted by the Board of Counit t iforce this Aortic included on this Article, Commissioners. rt e, Cripenalties. Whenever the Department, through one (1) of its el nployees, has personal knowledge of any vio atior of this Ar cfie, i_ shall dive written notice to the violator to correct such violation within seven (7) days after the date of such notice Should the violator -raj to correct the violation, the Department may request that the Sheriffs Office issue a s,00iimons and oomTaint the violator, stating tie nature of the violation with suffident p rtiodarity to give notice of said cnargo to the violator. The summons and comp aint shall roqufte than the violator appear in cozy rt at a definite time end p ace stated troroin to answer aid defend tre charge. One (`) copy of said summons and comp aiot sha be served it,pon the via ator by the Sheriffs toce Office on the manner [provided by flaw L r the service of Onall u A m on; �1 �� orir�6�l ��.�(�u`lr� ��. Ore (1) cop each shale be retained by the Sheriff's Offi ce and Department and one1) copy wall be transmitted to the Clerk of tree Court. The County ma\ remove any obstruction or work not confoFrnionoi to this Article _ during the pendency of the enforcement action. t is the responsibi il"y of the Co. fr tv Attorney to o torc tie provisions of this Section. in try event tie Board of County commissioners deems it appropriate he Board of Cou ty Con nissioners may a ppoicnt the District Attor e I two perform such enforcement duties ir,� ,AC of the County Qy Attorney. v arresting aw on'r orcerno ft, s officer s follow the provided in C.R.S. 2-201, for and, violation of t penalty assessment procedure fis Article. C. Equitable ro&0ef in civil notion. r the case of _a y vio ation of this AEbole, the Coy ; my Aft ormeL9 ire addition to the other reme provided by oaw1 ®romance, or resolution, may institute an PAGE 17 2019-2181 ORD2019-12 injunction, mandamus, abatement or other appropriate action or proceeding to prevent, enjoin, abate, or remove such violation. D. Civil penalties. In addition to any of the penalties set forth above, any person, firm, or corporation violating any such rec ulation, provision, or amendment thereof, or any provision of this Article, may be subject to the imposition, by order of the County Court, of a civil penalty in an amount of not less than two hundred fifty dollars ($250.00), nor more than five hundred dollars ($500.00). It is within the discretion of the County Attorney to determine whether to pursue the civil oenalties set forth in this Article, the remedies set forth above, or both. Each day after the issuance of the order of the County Court, during which such unlawful activity continues, snail be deemed a separate violation and shall, in accordance with the subsequent provisions of this Section, be the subject of a continuing penalty in an amount not to exceed fifty dollars ($50.00} for each such day. In no event shall civil penalties, imposedsursuant to this Subsection, constitute a lien against real property. CHAPTER 12 LICENSES AND PERMITS ARTICLE V- rtes- eficyRep e&pie prid Resented. red for the safe a ni :off n -o e s e nt of --tic while a i-l-owing- ceps -o -n- -acce ss to properties. It is necessary ,o pr ,. e-ct the public heat -h, sa t y a n --vie I a g -e-, F i V- a I convent -Pan -al t a 1 J"° flow, to e 9 e a i -1 unebst Rau. _ ted to i� �oP' c± hie -f -u n ct i o n -a 1- v f o t- a d wa s A#i- s -ht -a- o- ALA -t o all a -see --aa t -o --r ad s l o d -4f-' i a -i 4 e "n -a n c 1 po` at d of -a A& -e u n t y, ,Acc- c esse from --'u -u i 1 t- s-ra othe r n -t 8- -v -h-i-c-h-m a 1--e-S- s oM-he e fective-chate-of-this Article -,---o re-n-ew y h - L dat- . a ds {mss, °~& urGes recovery, gene -rat -utilities -d d Y a+�z v, ,mr�, e! 4 ti o s e+. '' uu s Q a p� M1yAgy��q�1{j/�qj,�' In i e-i- m-,� ,� is _ en �a/'`-Y Y J Qp-Y ��f{�--Q� 4 �YbI County �: nis r - le recognizes that the efficiency and Si -of Co W1P,4-FOG d- pe sT4O a large extent, upon minim tEg—roadside interference and its —detrimental ef.e-a-t—u-pon the -e' ent p -f traffic. Th-i--mile describes the mini urn e kemerats a e,, . hende — 0, -s c- n and m a-i n- --an e o=ffices —sae —on —to Weld County road s-. Sec. 14-64Oa lR'e-fg, S`GAss t o n of c� ate -Gaud y F0ad-U ay : Ac- S -S - in P a rce' . --h--p s - ad i--b-e a -1 -!-owed -n re -ac . -e-ino r saf=es in _ e-ss an eg-re V h ich-ma s- a n -stn -o i-n sh-a e4kaces-. Each pare& shall be l ed$o h s single access, exc' -p- -- a n c-d-i- 4-e- --by the -o-a rd ----off- -o-un i mn rest -u re -r ants; c ors -d a" o n in l and ---u p- -cam n s ; sat se -Rs r a tton s; sulevalt:\tion _ re g� -r-�-i m -1-s s-i- -ne rs; as a r s u-i - e-to-rne-e-t-m-inimum q it m -n s as o -u Li -n - d- e,ale-I r i t -r1 Asa j c u 9 0 e t shown n �� N - enel1 G. 2 b ern-it-Rsqutr - o r -neon--s4- cti g-a-nw-a-c ce✓seco-nto a m a-inta ads' ou nty. O read , r ec- st uc3 -° g.' aI- -e 4n g , - -- -ing or the —use — —Z-2 n -y g-a-ssess PAGE 18 2019-2181 ORD2O19-12 a- n me o:0 - - emu- - eckan--Aces th-e-Dreia- me- ef a !'-Mr-g-84 ire ./ fe , ar Hcommence#m r tort ss-P - - — oessH,Pt s- -, a-i-! - ss-v -d isInt 1 ' [t 9 eflf-ace --and _ safety. a � l lowS . P .dam S -I nennd--other e m r -y---roe , , i -ia- -e-mft-d . rm d7 y _ p evla -- n - taf1f-�-' --ofe c i Q -*4 v wo-tr acsclU c -e--t-ra-ntec '# 3 ak ► ce- o U4o g- s -ark n tr `-gin--C-3 ec -= doc u o n n-tn, c P G . r - (1-2-A ' r- e rc C� Wt-itenc�'te-r-- m-i t-U-plee -ac P-sw Ne F� ► day Fa, � rF. ear day- 1-a ---c O eGtec' 1= -kie- c�-w --�, - l-ues d _ " ! egg , . � l here 9n x� in, acres& n ---9 apg - e1 -nu -n eS� -I - f h —Re 4c l -S --j FM- G, - cam, - G� ear -� ,�.� ),rst , a r� l� a 1-6 -nakr uses 1 r cu res-oxs#ng-a-G sses m-u-s-tberem-e er -dtiR €IFS} ne - � ecru Conde a acne-t-h-aMbe a of M nstrus,. HD. _ When -a --t a cc .- J- -Vb, c -a+ ct dr- a----new pr -sift-au-re, the � 0 � ' 1ce--o---aulass --BUL-d- L- rm-i t ie Jc h--&e„c - mac- - --1-.---Chan - - . W! n-t•ce -e ng-g-i-n4thc sa N e or an cn L -4-of-traffic USI-R9-ac- a, ces �--a-c w a-conda to -o -n of t Pre—GCn -ej-n us,. -Arci-m rov ements a, -n4 R C -Of-type e o 'e�'�s n g a' ai ess c' J ► R -fit sh-a',1-14 e Fee-u--ad-as ',-- -a nee -- -s-, c -ash be ROOM -FOG we-a n d emu' _ . 1. Access lit _ a comma it -, n u a-ui r,an-rir'( o Aa ntn -cap ro 1 m- y -4-r, ks-d' —1 . a- ? Use-oa%S : - 0n--a-new or w 5th -acce ss- s to --be utikec a Gael- '-& o cass14h h- -a-tkn Road b'e�= -�If'll-p u te84o-ar f—Chrapter S-aea rm ntti .P 4ee -Gar mof - qe - ipan4he ➢-II e-PKati -e- --ment j tlfi , i u'oab e . A Ificaans sze k n -ap i=ok-aM r u oAs Code, G `148-& r d�ire io -- l --u pt -o -r-2 is -C -o- ,e, o 861-1-n C eters23- n 2 -7--of-=cede-- i_gcl`i,�'K re s`t% u U C2 P Ge to A , a ton keg 14recd-.-ApitsArinnests-* -fl ►e a -c oG -588& S—ce tst- -of--t-u�s Ia,r-d 1-11 -i4B F,Fm cup �-� 9 iii thecae; Gable iks & a --pr o • A01- -- A -8 —app p it U � t cd a aur` t—i n ete-a-p- y car su tom' an-4he-FSGI _ fan S V H- - 4- s- and e Mete, th .4 nt- with -can k. 9 ublic cr-agangs --9 e . o; -s . Ni- rt -o-G sng-of-t - - k aatta41-the f-iincie-- ----are-c r' sted-4i a utt- res -bm ted e - t -on ° ' n--i s determined --4V- ROOM- ta_nclara —f Cbi e -t r in- 4e--bri o c `e'ss �sing-Gy �-o�' . PAGE 19 2019-2181 ORD2019-12 ={ eD awt m b _ _ f ' i o s-i--14..i ` -ii s' 0. o be -roe sse-- fl groups within a co an development or sub s -an-t-reduc h administrative -bur -elan on ap-pticants Gencucrentl-+ for muthp-1 4s. _ S-u-Gh g " °Thp- ent a - Ss -as- jc , - dee1-pmen ' vie ` -apV i-Ga 'n Sec. 12-5-4-9. ArQso c 1/4 �r`b•� A. Add - terse. g&G-Lnd-L s-eS may be-, - nte-ad- - -!-cceSs s ono - s co-1-ree- 5 ts Feadv\ws that Gam �-r -- as ount n -g -En ri-ng a - o �nstr ct-i on C rite - eu men & o " n- -n--Ap pond ix 1 h re uest-wi-l-ka-! s tee- -o- ude, ne ar + f the -f - cd-sh4ps-as j ustifi caUon_foLr a4dit Lac-cs: 1. i-n'-p acts4o-4crigation Pivot or Cot _ dnAn-ima! Feeding -r ` ns (CAFQ).. &-Do cum tS- o l e o 4n 1-s m +inn rvic iLtr-roctQ r. 4. 000 tom°-. i . Read G flo c U nen e4-Ph-y&ea a ₹ S P , :rya ' _ . _ -d way 1-m-laro v e n e n -=s a-e-Getefati-enace[eration i in _ accord a n c with the-- a' Q a' A -p - �c 2--� - -c ese poto n d i^a- -ro-- w i s pwv m -e nt where e t 7d-`ed ! e i.Jd r e- Gi i n u o u- l �Ja-i-ni "e d traffic velum es -for -ever a year. Tempe —rap re m-enh-m- A e- u-ic—mss coed i-on ofg-r nti s --hall be sfort -n the ai? tenanco reern- nt. cen=tormanc a Th-the-; _ y 6 e& o /4 -elation ti-n-ofti-o-n-of the per Fan' / a if e rr1 G Cf n o- -stru ction M-ainte-n nco A e n -t. A Tem-po= a'rIUSP (114, r Mc improvements; su Q : i i 4ur sue , � c ineering ng and —Coi ste t- -n—G r era, cis shown kg f u f -8, acce s C� rct -n Mai --n en n e he-acts--p-o rmt . h- agre e i e 4--s-n- -H— e- , a d o cr .: o 4-3 met a` A-1 sod f m p i o v b. Q e -n b'�, cil-•3T s al, �`e- of -the r- f - r -Qo-n-s-t r . i-e no A k ra -A -e emfl-R u bj- t- h- pant to --r voca-ti -n- the pe rrr Acc -s-s-e- vAth kitacgec4rnaac:sr-¢r--affi 4u- - an -to to the -County --roadway two k are •i.,.+ e Y i WJ P •d c o 1 i l e x (,..tl c e s s s . ' ..s' e-6 B !-ex— - G Lse--art ay —re°+. -i r L.+ a ti _ n a ° pp- �. 3�- d 6`—. 6..k • 1 5' em en s, o r -n--ad° r ee r app-rv L at n ateri3is--�r ticcesses with a dai,—trafficc Gaunt of -greater than t-wck ips per -day -or 50 round -passenger -vehicle trips per -day -than ro r d �i a4 ap-p-i-; c -a -n- aeria l s to be--s-u-bme d- o-rrevi . I§ i- --,mn a ( include, u t is --not a traffic "in-p-a - u dyc! - site a n d s -n- tr u-c-t-i-on-d-ra - i ng s t o su p-po- ��- m# -` - ��ll i o n S`a a creiLswHa ,99s s . o Acce s —Po rrn ytz s h a ! ! be isrstied fo- --co p e !--ase ss—wi a n• o -n-yw g l-rn-pIGNe Maintona o Agreementh - ats tI - so_e ci fbc-aons--i-n -e-- n ri n- -a-nci- nstru cti on -G i-te-ri a shown in Appendix 1 -2 -Pc --R-oadw \ if c vo tents- hre FA "ra --�- -� ;Prarr — Ire----- u l is i rn pr y- -e b au -a, was• acoS cat-icm nand -cetera tiara -1 n --c-I si-eft-o rig-h-taa torn lane —S, o-r-a-"ra i c s ig ne ! , PAGE 20 2019-2181 ORD2019-12 „Jaunt ount the _ r -o•c-a ti ' n , re -Groin -strut -3410n, Md e -n -n-` 14R a s c' :.°-oane h 41-V 12 d- -e- d -'o r e_e"P a, b.i a d -d Roa `o -:4-M ak �� a -n- - d ��'.�.' ream -ant. A n : o j-re-ven `e n t—a-s-th- ose-M-ai ii-te flea -n c v y�ry r� .� y, g � � .� g � c '�' m-eset(14mfwovo•m€ct-s- gr e..fl4e-n 4' -- a e -re.q- f'�r — s- a-�+ � s _ s Y -- � 1 -n -g the "�� artn-g-a _ ` - on r - l--Cntan-a , as -shown i m b-. ce-s . rr �- ` - -F� � i� o review pre —GS —S-6•- re-. q--e--ro-adw-a "--- -n- rov• a --0-d nyes -hiY t-th—tra -f-uc- e n t n——e——exiting- theacce s _4R e a a-Qoo-u- nt y s a an 3 n e 9 aatm s . sUaT n s- shall k ---pro ---t ---tin-the p - -r - ie-1ts--- nd- oa- n- ena---Ag-re-a m- t . _ T h ag-r- 'o -ent sr h- -li e -m -ad e, r confarmance with-Th-0 C au-n-t3$s -p-o -y-e n c Hae r far -m . em nts-.-The-ag- e e- e nt s --ha H e a p- e yid- _ by -the -Bo aid -All 9 9-atio mpco. -e-m e _ is and-- oa4-F4a s n -: ao ---A- _rs. - - . t-- Ut oan-stitute-a violation of _ th, r - n t • t o-- re -v ca-io-a �-ti f t h p � and i-L ai r o 9 h` ''- e h u „a, tl 2 c 0 14-354� ✓ a o A1/4 ---Re' e',r--o-oess-Te-a B. t ti p d Is; ....'nc e 9 Abr-v+d v A n ca. ''� �� u „`srWF�L'' !h u t e� 11 -o -a t i s -n a-n-d-d-a1-fbyn-a p i-Ica h. or- n- io -� � ha -a -b feye- -b 1- Denp-actme rna -- I -e-be iewe- 'ay .ter do - m a nt s oc - -e noes--- •o - -f^yco- pt n ce -a-ny- J -p -4-o- -bl-e � �s--a-•nci _ Godes, �� -- ,e nt-af P u-bo o Works -find s- - -rte t a h 'n _ f . n Access r OITh-O 1d m F -E 0 the flctes—and—req-wrerner#s—set d -i!i i u �— i �n '�-f ' s, meets. u`((�� e s Jae Permit ceep-ra ents c-ktg. C rites- , as -shown -in sperm -- r-ot rtmen-t -w -,+eg u- -ations-o-r--or -n ns s; -a ., that -an ! I S -u imel fees b y- -ben icpaid , a fl- C: ?ermitc—shnal be issued to the ap Accesc-P e c gran i-s-h-tea f c nsi -r- .� c- v. C ALI T --upon wh-i-ch the n-ot-h rr a ad-' o, -Jh e ° , won g- e- a.,•- cce -r' -u- t n- c-reaA -a ety h a zarrd- �e 2. C o n stt - ility . T hre-acces&- t -be to --g er' 1 construction •-r t8 - :-- Gh- nges-in a - -9 ��- . _ � ' m ;doprove mi t shall —not be c'nq-e-d ,- r - i i+ _ - a- +h ' tired wit I 0ll+CAV rritten a Lutheri aeon•- f ' m th -D - a rtm- - _t -of-- ` ub' i- -- -rks . Ah st-i- -e--d on'e -- Gefiterfriaill Ct P ,�.t�rm "a 5 d- a-i re P u . 4r` � n (-tip ' Yaernaiiz. oo�—rr FB yes tbn Permit Hol-der to _ meet ---the s. eeiteoa-ns and— era I engineering standards —of —the -1/2A d County En- • -nearing and 1- when w-ari n o -n -the -p e-rm ti-eci --a c e s s. The t- Rt o- --- '- c Works _ st- k --be re - n-s4b l -e f -or e n s u - f--o-ompli _ ance with —such -nh- -�--s:- c1 ` r m �-` t Z o e h�a .n Yal i f u rte �_ t� �1� a Y �� '2-J ti Y ,'Ohs aY Y t , i CP .i s-•�� „-WY-i u vJ Q!/ � Y _ V _ ! $ �C1 `taD' :!d2S t•� s--Permit—e2—the GO n r a ct 0 o n e a Y C y —tie , Weld - County e �a� a e-a� y c111�� h—a%e- �.s t -- r- re .s it ` -ni v p a -g -1:- o -a'n y time, n o l-u4i-abut not I i m i t ed--t-a•; n--.ion-nom ti -o h a e a- - -i n- -gin- -ng of the road— ri - way, w -it- o -u -t ooz e Sian .t e owner of the access for the -dam -a rtir -sitc`‘s7C1N PAGE 21 es =toor destruction of -e-awe 2019-2181 0RO2019-12 A. O Acs v-, - - -p+'"e r -a aE ! l- o -v _ 1. J . W h - a-saf _ P uproar, i v a ' d b 3- t `-n---ee xi -`1 @ , g or p Fo ' se . c- - -t4 e-sz --ct a r mo -fE-ype o f --a- -s-�-s pe-ai on to e n s u -tr ffi c safety rm-c .fte--n- a - ce . 1. Full . rn.s ,- ,; c --sue-.- - 3. nt° mo- ens o -r-- e a -�s are - -owec-- h-reea rte � e s- a n ; o �� . —s— —�� s tu--n - f- e access, f- ar ace--a4o S . a eces-- 4mp -e4ve4f flow, L eions —a s = oo -nt y roa d s . In an-el404- o re uc-ems n u m -b e- f e 34 n - - e -sue--° o4n tc-7 cants n m as be rekredn4p-I 1e t the—f-i-own- —strates—to—re-di,' oe—oanf-cts and—rn-a-inta-i n adequate _ acc s- -ate pc-ope -ie-s Ei- -i-tati fl acants may be required e- - ,i o a -e-ss t are in u- ---fe Iocat s, where the -re -are -mare than two existing a Bees -se -s for a -p -a- pa -met, _ a r d o ---moo- ee ti s p -eq u i re -men is e n i-fi-ed---i-id C ou- docu T , if a- tic b.-'rie. 2. Relo-cation. al-i 1 be-req 6 is :o mo a-ec%s J e s of -to n g`+n r i n a1n d L c; n-��.-e e a i n aGoe i o a --new acing- -q _ utre e -t p - i- fro -k • i ca nts ay-be-req-u-i-r-e-d 4o-- n 4 4 -e -m u t p e -a -e ms i-nto--a _ s1 e ss far accesses --that are- es—s-� n met 2 --a i -a n-ts may be re q u -p re d _ to ---goo rd-i- a ��ith neighboring p - r. o ners _ to consolidate Ss� n cess s irate M hated accesses, when -e -e-r i^^.7 ��l�fu n [In•(�¢Jp' (nnO{ [i < O �� ' L'1 i�t�'a '( ! _gee !J 1➢ - holder g s_ e n \°��j Y t _.. �5 n k � P�'v � `I-�� A C� w o -l3 x+,41 �� a0 I;-:.. Ll-tiv C'' 8` q�, ' Anperriaku-Holder i ins-i-b-km-fe�` •= „id —owing -re-641 ek A —U it , boca-te . T h P t•e ms -r c� nai-r-. u re and more o-Sde r s s p0 n s lb -Fe -for FJ %a4i-o-n n- --r o- - o- a o RA 1) _ for utility i-c.at-4ea-s-t---h u rs in advance of tl ,s--:-asows eo -s -3 u ion, it -e-x avation is required. . 9 -- 6 a Controi. d rtrimine construction act vi -ins shall not interfere with tFa- --o-n C oun4y- ays. it interfarence with -traffic is reiui-- S, a traffic c ntr med f e f�, 3 8 �.�i- � d approved °a� y 9 the e� t-'� sue, c -on fro i s hai Leo r- to--hs -mm s4 M a u a -o'� - +fo yr T aff e- Co n tr i h- t =, - - � _ �� }� e --De :-a 4me t of P ub I I c, ---ks . a i n -a. -e -nte r a --Fen-ce. A -Pe--i-t--H-ol e r o bst ruc---ham na-tu.ral free -Rd c4 e -a- -age of Ovate r a to rag the roadside d -its or -other vat-efw-a a- s . i-f � ace d- -i-,1 � ge to be affected, the Pe rnnd-4=i- - -ri-s-re r -r -s p o `x-41 -o che runoff.See- -es ion - r - a 9 ra li i~n -G-04-#101. Commercial, i rid-u-str i t trig h traffic '-vo -m 3 e ccess- ��-rte o miti-gat t----ffn b -p a -cts t o= we- damages -,and/or off 6 4e , -:dn-g---G f-mud---.o-r o -h a i ht a f �i jai u ai- - sses are -exempt. _ - a ne—c ntre .r u d o -fir--e-ntrack ji-te-o -o 9 a b l i c ro c ci wa h e-pfepe rt y owner m -ay -be -held i:n-a:-n-�ponsible for dana-e o4he road y res-u-i- -n PAGE 22 r�o- i-n- s -d e -us e -t -r -a : k i n • n rak 2019-2181 ORD2019-12 rae i cer ro I _ d -€43-and de -s -n-s-s ac&art-h-nce wE d u r toc-i 8 5--'[R 2 -nd- n ruc#an--C te0-a , s s o w n - - tci-o-n--a- 4-C Iea n-. u p The PermI4-H- -r---s i rk- -ass u- - -- -I- -re. spner ° I.a y- f - re m- -Wng- . t• d- b ri - ss o cii �-�- d- -h-� the a c- s c0- tructi n a ctMUe -- n --Y - no ng _ the, C a -n4yr rsk p-re�-i-n'Q--, -Refi- ii . I _ ne _ Permit !-0 -0 --n t -t -&a n r0 - he _ D -a4 en --of P u -9 14-c oo k-wIt ;i-- 0 r ygime (- -} _ days. 9- f t a &-m -h- -M- Ld Mails--tO-rest0-re e ra ht -0-f- way4 t -m -Winne -r a nd to -the GO -Rd it ion -r q ui rad- he De p a rtme n nau 4-411 r s; t 2 e Coon y -s -h H -p f on3 C he-- r stoFati '2+v ns SN Y F. Closure -or -offdo -Of-ace ss . When an access -is -4 , ba0 n ed 0 -r -S im1 • ite{44 . -Pe rm-i Hor s h - al ti4� s---r--e- - eci- o --t h e dos.re-4 #- 1dr t 0 en - t -ion- o 0 — s —points —stipulated t0 e --r-- m ov - '-4- -ovent the -4-s s -id a n e---0 an point -to be- f `c l-0 sz ad- r0 -a i-F R R dpi- shall -be c th he -permit . s & re andam- a- attes _ may itsitatud e - t- { re -no ' mited _ t0, _ ce este M -4- g the--r0file-o - -u-rr - ' itoh, re � a g y �y. ,,Q,, c�-I-On-so-tote�� 0� 0-a� gates _ i i 6 _ th'mss I -e -r d } ng afa,+ �-' c n % to -The reseed -the acre--cte-area o c Gala..ddd d --4-n the- _ ri-g-ht--- telay ivit a t u -al v -e -g mod' -ati 0 n to s a41& -a- o# - c- “ Ds a -r i S Y -'Y t --o - 9 b 34 VGFk - c a i-75 -1-1- A -. r ;� ' r a t ® ek c'0e s sPt, - rees h 4 9- - i, in f u -1 -L -at t -m-e of -the -A , rm i t a p I i o' ti -0n -T.e ? e-- -o' -r n sPJe-imnrit bit -Fes -044j nGE-49 re -aria ' of-tt'sa B-aa-r ef--Ca-u-n- y Gomm i i i a -- sh a -i1- - sho n ---a - she cce --R yrmit a- Set d ; -$42 0 a �� si- ce f -per - --- - cWP4fl - - e.. ae tS -n-ap r°-ay-ve ' - va ri an ce requirements —set E ' -h _ - P- s Art le . --h- -pa -e- =y� P L4hi i-C Works wil-l-0-0- 'i- -r-req-i-J-s or vci-, ncea-0,n- -G-man 4ay-s 4s-:- eue- -s 0-r r4an -t-i uld besub-m fitted --gin a -w -r t - -- tr air s i-rd ---a -a # h @ --0-r jusfon$ar-tie-\haAance-an4shaI•I-oGniply-M h - r - d - H tl 44-s as--ou - i w ,e - she- -i County 0 n er nend mstru ct i 0-Q--r-i- ia-do u e rid sebown i-r A- - ' -ate i-x I - quests - i W- c r eal-- - act ed u -- -� he -Tr - -6 4i E n- i r to -e- sur he -- s-i i acts - ly--pret- ct-- -i h j r t , i cei r e, _ PubH - - rkwill-respond-with n a- - ro-ka-i- -r�- ays-of r ce'i-a . '' e14'r_J'-�sss s -S -Pa rrd 4t i= d e n ,',s by _ the _ ,D Zi ment -of a- 1- '0 k ---0-r- -fie a -p tc t-ab je t s -to a nya _ of t he-tec --s-- ' _co-. d i- s-- f-a.--pec i h- -reb — -°fir- d- "bay e `- art a n - T tR R a pr is aA-! 1 h �--tU -e 6 4 ' h re. 4 ' 6.Ja p aaseial the decision to -the Board of 2O e �.4 9 1 k f..-_-�'as' r-ri-io sionG r ,H4 w-- g a't i -- --a- -doe 4 r0 u res-- 4h -e- - - - -i-0- -- -0-0f- h- --�Ct e . Sec. 1 ` 54- € a E-forten A. Vic i t a a _ P-ena 4 - . The -County, t h—ro-g departrnent-s-se-a-tith-ori-ze-d, ay -e nt�0d G h t h ug- � h- -ci- ---i-n --i`�- i n this Ar ti --0 e the od 0p4 SP--- 0 Caunty-Co m-i- - s. PACE E 23 2019-2181 ORD2019-12 d -o . rs-(-& ' - . a i s Wes- n-t-i-r-d-6 S cr ,1/4.' ! o e p-Uf- -t 1. It is uccAaw-f- i---t-o Con- r-uct--- -- w---aee • -o -a- o--uP ---read , or re/Go-St , pave, a Ft- r enia-rge -SS-ontoa-Co•u- ma+-nta i n e —ro --u-n e s an AGo s- _ e rn it is fi r64- ssu -- n p son , fig; or o p- r t - - -v- -o -a-ti ng--any pr- -i-o F-Gf t N s Article -is • i- ;tense , ° h c h , u pen-con-v-i- -y pun-i- -hab 4e- y a fine -of th re-h-u-nred o - a faH - . .n -o -ore- --h-ate n-(10) days s , o b -y both such fine and -imp --4-4- separate vie,—Eachd a d _ u--ricris— h c _ h work on an "0 -1 -g- ar -ate ate ffen-se. d- ed2-b- continues 2 , Vh- n h -L h " ' ! ! ti i �i�i"ib ! o a b� a d ! oi'3. \ G s , h a s-pe sa n -a k n owl�ed _ g v'� � 4 '� �� g�.i---� .� fd i t n-'�-o, -1-o � \. 0 3 t� r t o c 0 r ! 4 5 1r � �1 ! � �� d ! ft � a ! � Ls , ! 9 �i a � �s-� � 0 ti �' 6 h... � � the � •�� i�`f �-� ��C a-� �r'��-�� i-o 1 -a -ti o n w I#h in- a -f6Q)-4ays--after the -elate -of s u o h -no ti &-Sh o u l d t h iol-ato-r- 11 a _ r �°, �^ � Q �, •' a �.��• � • � • � � � '`��, �.. to Correat-the th . 4 K o r; - c �� - d � -pe 3 nth -reqc r staa-t- -•t' ffice _ I s e` a-su rnD s -a- a complaint to -rh- e `r -•'r-o4-a-•3 stating -the —n—at—re—of _ the -vi -o atio n with s uff i-oi-e-n-t-ip& u- -ci -y to-- -ro i- e of s -c h -a- -4o the NeLkafrator. The -summons and Corn p9a nth I-l-req- -r hflviolator appear=in o u ;=t a ale _ f 4-n i- - d-p-1a-e stated therein to an -skiver and -Gantt -the h a rg -n o (1) cop` of -a-9d f th the -manner provi -b- -aw- the c€ -:caof-a-c-rk -i 6. Stained - y h•e riffs--Qff-n -- -p- 4rnen-t--�PubIi- 'o-rks and -on roan s. i rk-ofAn - o-urt. The- •.—Tes ay instal, b-a-rri d s ac c move-anyGCS-S-8 not coy-o-rm-inV:o t -i I -d ; i n t h -o -p -d n .4 -of-=ti, enfe-r-oem, t actunn . the evnim of -4 -he „=„o n_ Commissioners-.m-ay-a�in lieu of the -County Attorney. t -torn y te-a � ce the prove-i-ons of th -is Section. In Commissioners -p-propriate, t 61-- dog c of County t-torney--4e p c or'm-s ch e of o rco,m en -t kt es i-n , . Any a r re st in- i-aw-e a vc emen t o e r S-hra-I-1 f o io w -4h -.- v -,-a r A p deid -n ,.S.. Ray a4 al-efaG• S- rm-It -h-o-u-I,d the- i-c-a`-!`t-o -a ". s -u b s- ae i aim _ °a o t, rm-s a a r a ociat prow Commi55i- n- - s -r -a r vo- he reemen-'s s Rermit. Such re-' -cati-on may sul any sub-q-lent-p-ro-pew° owner to -the penalties ou ��.i-mod e-n-fo-r-c - - - -h-a n i s Css s`nt r c-eci- e ma=y--ow--f-.o rd of o- -a n h i chapter, or -an v -,ot h r Actionin the case of -x n -y1-91ion of -this A!e, the -County ouktong-e- , ltd-i-tio n to t n c o-th e r re e�-ei s provided by-law, ordinance —or —resolution, may i ute--a n in-j-u-nct-ion, andan-u-e a -b e or other ap ep te-aGi-on-o pmesadit,n 4onarevent, on -in; a - bate -or -re o m a -ye s'kJ-eh-VI a 1 -tie n. .. irM I P e n --ties . I n ad i-o-n to any _ of tine -pen -at -es set f--oct-h- above , m -e —r on , firm or , o 'at -n-- okat-ing- -n • -su-o u i on , p ra vv is o-on--ar a- - - cnit- , ° r- ' ition, by oe--of- e C ou nth° -Cc rt , of-a--&-v4 o f not I s s an r m --a e -tray - ve---hung rs d. me3 a d -t - -i no whether to pen-a pen-arty-inE -n a-Itt s o f oa h in t h -44 -c i e h o remedies se- h— boys , ar-both-E •c h PAGE 24 2019-2181 ORD2019-12 day -a -f-tar-the-issuance-of e-- ocde --- -f 4 unty _ C such -unlawful a i- it- con ti- es —,--- h a lae-deame-d-a-war-ate-4 anion- n —ski a 14, _ i ce with-tn-e-subseq- ue b o -off i--S-e-o i-c n , be -t - ubj e ct-of-a c- -gin-u-i } pe i -i n n amo uun-Pn-- -e, x e d s Stgb sa:.-i-a y .a &t- 'l-st utate n -g i-nst- t h e re a l- -opecty I -n -s 1 esn e . T h p 4 m- -o-f -R ubkc WO r- cr other C ou y-4sp - ens -m -a- - n -du - p ction- of -each oce34h-a-i 4h a 'Rhe :A -e- - m- e- ?-re- bl-OO .�+- -iasions---of- is -ni-II-c and t terms of I--' e p a s a i l. a — a i- --r e- With -R-e remsn- of -9 ss--ue ac-Oess e 4± _ F -i--H uy f t ; Per t W 4 - to cog G -d-it i O n - fry' -issue A e.s�.,-�;-. eg i--sha -S su c -rent e-for-aanc ai a' d -n--�� ° 'm- - -nmay r .�� su-a 4-n the n= ineAA- -of-ke--ac--ee -n4 - --its a - t5e Co �5 `{`� �— a 1 -� ' :s. �_ 4� 9 'b.9 +�6'4� -'�`�° a '0.✓ 6 t n n 6 �i 9 �- a ° '� *�' 10- s B h 4,,• 9 e *.,o�- a. -sa r- rr t S11Ca "'—' S_-9 r" nee —U- r Linn "b' r 1 II n ren rr can �' n f'`n r p �'JLG !sr 1 e. � s � ��} go � I� hinin a b N if c' n ra a-i-a Y u Ca Q. o �- �r J w Ler dv7 v Ein‘Q,e co 99 s i evec vol ire event -an ces-Perris Et -is 1d ore n ---0f e '-c - es --s- . -i -- - . made -unless the M c0c3 s s--1 .. r--w-n it was issued in er r--bythe-Caar ' -n n ° u i&-k s . s. -N =r-d-i Ong-i-i-i-e al--A�--ce ss-F- r -a n illegal access, _ the propel -4y e r s h- s- e- s 4-- r4en notice-af an i-i-i'-,, -a-cc ss--lOca ion -u-- -- he owner ha l- --ive n O r re o ey -n- - aac s s ----n a t con:fermi A g a ec°e s s-, dr-i a- f-0 bE u-rb-ut s -n -g o st- c l-vvit 1ri-n-c- u-of-ri -h may--wi te- -an approve --d Access —Ref b --re -U-i- d-4 o _9P W0 for an -6A e s-- er - . _ i4-4"'„he per " • t -i -s--appr wAc m -i--c nti-n u -- s-ub jec4 4 -O f- -O-n-s p c -i= - n1 --an y work t i ,t- J n Boy- -i ed--m st--rated-a-n-d-- mad-an d--- - nag - a a° i i es —rat ed-to p renex-i-sturrsc -nt _ of u- ic- -cks, upon cO ma :v e4- O -n -o ,y a t -e -i- ef r -a -p ., --:e-th-e -r-Ov-i- -i-O t --0 Section ---100 4S w Delete Appendix 12-A. CHAPTER 23 ZONING ARTICLE XII - - P � -e . it S epeaed d eserved. o0 o t -' e - n' i 'dtah _ - d -feu n tpr-rlD r i n eev _ C i Y era- sIto-p c tl ' §^lion fm um st -ar'- o - "e-a4pr 4ri - g -mod-+ -aL- te'-r -i-n -a ---L°nnoo-p a t o d lands t" A 1 r �.,, u: '� / ��=��-��-� n �� , -� r� �, �� a � ��O-r�-��--`�---�-��-i- of-Titi. Adq u— b - �� ' g � a r� g&s-i ' -x 'e ',� � to press'd- _�a r-fL° � e 1f b �- -'! y !- i sa 3 1 L�-'ie e`�1-E-'�J_1�e- ' re an eco ne '-i- e- -be uc g_ of_the- Oun- ---i-n-aEe i ---a --r 'g-i-Ol a i issue---i-n �O_M-o ', PaLi-re-le 9- gave-r--n-m e'n' ~. "- u d. -n-s-and-a _ f � i-n-a-a-i-p- �--- a-, c-els , This--n—k——s-it e pe - -I i ‘ eci as bli-G-airPd—p - tra-t-e-6 e- d s . The -County fr —d r-a-i-` -, :w -s ,'- -'' , _ i -a,, n -a - -rogr a c -a- - a -, - -,��; t h - PAGE 25 2019-2181 ORD2019-12 9 drainaa n I-ved toprovide c- knatie .nd_rn-as . t-nage L 44 -ash- re I��ec �r�rd rr a s h -o -u l dlo-n Fm4o— Arai- b-ie no e -se pos is Is suck,pord.-L,n --S--p ra ct;- � a l d-rainage cri per d V -h -e - designed -and i ni pr a -e-nte --inn-a co ;pins-iye nwanner, d rai~n- faci i s ----c in a rnh-a wi -Io i d water -Palate -eke! -truu-e-, a -e n i -p ro-V -® is - , a d ecA-n h`e e a e , s a 9e 4-` and -te? . -�.-are ste-G u 9 t y hef` t rm1 _ ,� rut zLn,da r � � i u r d tl-u � � css r� m e� �- "� , -`a . 1 h -e Jcba -D rainag e n -d -M o o d C o ntre-i- - St4-t ° s ' - -rb - t o r QJD1-CQ-Man-u-e) consisting of Volume 1, Volum. m . here-afte-r--anoreis hereby adopted by re-fe wc4o re -se fo h herein. All references " ,( �e �a c ` cen44 pub -1 i-s-h-.e of arts The D--i-stri- t ° ° -9 °' n ' -- -n Manua! _ si -oe rs eo e-d-wi-fhinAlS o County". The provisions of this A i-cl-e-i l b, the tor m -D aina Criteri . `-AH facilities far storm water m na ant _ on c- pe i ted- i e u -n i n corpo rated- ands of the County -1 -whether public or private; -h—a1-1—be—designed a con ed i-n accordance with such crkeri-a;-an-l-es d - :-s -r-S- -nag e 9 ec fi � o r e -a -c'-sit-e- 4Ras been approve-, T ounty-S{orm -D-ra ge C4 ei4a h -a -W -e ava i 1 abl -an the Weld Co u n -may P l a n n-ng p a4n -nt's Webs — e. B. Th ite4a----a- el --p -o- c -7 i-n d--i n this _ Article X --ar;,-i1.nten-d-e-d-t- ¢ - n -e nt the -fin- ,etease of -a e nil bet e a t LJD Rte' M n :-ll-a n- , h -e -sup -l-e m -e -n rI an4—p o d cafes ER this Aiticie- -r , s uc-h- u- cr - rand , ' �-e u-res - -1i take pas&edsnc 's�'r 9 U -D-9 �r o eld d C o -u n-ty- s -h -a -1 -1 -b e to p fr y -can d io- -1 y n _ a a U .t -d--aa-ag` -yste a-nd to cooperate with c4 2 n-- . -mow---d-raTh Ore e -mom t e rs . - —3C o rnew de axe.. Poads e -d° hes- oca - e -n the C--� Las Set f- -h belo\A Lod o f ied d ra a of t to -a sutee u Vii- -to-per -` ibit un--detained i-s har es to ss g ted by a —v -a-4 n -c-&- ha -b t --e ran �- -�-ra'- Z.a a a u andlor onm s i e---d-rete ntion---for all f ut�. s -dl elo prn e nts . Temporary or i nt-' am a t- -n-tion-et e n an -m a ----be - qu- -d--t- own re -a g i o n al fa ci- it ies have -not -yet be n --c -n-s -st -b m a star -p -an far that 4o-c-at3 an: tocm -ae r -re ten3 i on-i-ac- e re flor - "fro ;• a G. roe,:: _ r - rn-�--e of cy o !_C u ty -s, to -re -quire deternan-of-runoff from-the-1--h-our, 1 ear, s -rm- fa-la-ng on4the c�° to sfs--an-d-r-lease of tie-dett d a t- he historic run -off -rate _ of the 1 s9 u ? I o`er a O f -a -I s q- Q -the car *vim �a'�'� li' 6 5 � u n o ff rate of the 1-h- v r Ala , -ors A -n ° he-u-n-d-ev- lied s i -fo- i N- R —BAN areas. H As4o s-aa i- -d--as -a- -n levelo-p d -% im penesousnessrban-a—r g 1 tic- cn-hgas L� opt ; _ ctiffe-rentiPhistoric runoff rate than f = - s -gated in$ ps s -u- seet-i- hen A- �-� : Q rem -s -a n4 4h -e -h -4s �-c4c the-uanizin9 jurisdist10-r-mnoff--Fate-sh-all PAGE 26 2019-2181 ORD2019-12 Co u -r - -H not-a-ose p -t n y de on J- do n pond that- -o-e s- t- r on-- n less --t 14 77---h-Our-s, _ causes -r4u ry to w rI g hts, or in a o -- o4-st- `o -o -r -f i a l I aw. U -p in -pre -v -e , eo - ay _ �°� a i eo' - -ry�°r�` own- m a rn-ca pa t -stoma-r rnw ter -d- te-nti o n sin -all -not jeepardize t t4 a pub ic- .. a -t h , s- -t - nd wel-fare of pu bl w - -t e --pm = -E xc o-n--h-a-I-4---b e s- . o rtS-wfl--a-p-jar-o-ved - 6 e - - -rrativo whi o ¢drescal--ibe, at a tfld-fGr co n-si a e y h'Co+_II S P i M' ott.�.�i �, �a.r r 'mod tl 9 Y tF -• B Y• eMill i(-d-s 6 tl w.a,r d oe n S _ U Barn—a-1-9--o--`U.—site"d' &.d` c6 - 22_WB Y er- ^ -k P Th-Jd-a-recUa a of 1- -ow-a-ocoss the -ropey If t ere-benys- eer+-p-re-wo-u-s-S - !- pro- I -e n -s-- 4h- 4-e- p of -ry. Excepting -Rs -to s the to rN r -d -e- n- -k° -li -i- d-to4-3 o4o ng N'- s -rm t- - -bdetentin sThe-st o a t n - et any -of the--foH o - - Go -n - n -s - nt s otp- S -o-, rat . °-o e - t e m M _ S4) a- sas-rem- p- -icab_ 1-) 01-'�.-i 4f i� t -or -k -ory - n-tha 4o 2�—tst-ra-o- -}--� Zafls- --rte �; -o-c 17-wi�-n-d,-ad earn-n"n-u n i-c .-o-n-tiowers yN s- -kris-- -line-S-- 6 u* e I --'p o' S _ WthstormT-w- e -'E� pin -s- n the -g rav' \ Res ..kd S-opirtien-t e a --e - m 8-) \`' Ntne-(--9-Hots----agewer. b-) !-h'e-- v -brag o s4z r i - l p o-, - - --- '-rsa te'-r th- ` � �� r lot. --Q -nst am de-,-)-y-cr aria a n -'o -- -'E rg 'l 01)7 —The tot a-1 tad top ctein-t—im- r 9- - -s -ass for t h o ►-uu-r l re-eAd-entia4 development does not exooed-t n -per -c -nt (10%), assuming t�k 311 emal ccds n d-d-r-+-vew ys-ace-pa - di -e r i I I av to -H I y be paved. 3 4 ant -d s -it -s - I Z vi _ o ` s —o f Le -sae. a -nee ofurse does not areas h N- a s ��-1re t q9 -eota I - project f54-rm waer run -off -of- ls-s-t ono r u to , 5 o u-b4c t peg= -son- -(o- -)-- r the 1- he- r - -Q,$ ar, s t o rm-e v --o* ✓4>- 1. I I;E a e -a --w-h re. h -tat -9- ro ecfi strmwa nu o f O-c-fs-for tie-1--h-our, 1- ! O -year, st-o rr -et . PAGE 27 2019-2181 ORD2019-12 em G )-- a 'mss' 7 t'l� 6'�! tot a 1 eL a 3' .P41:1_0 1 45-41n , r —e yu� ''��1 L e , 0 �a—CP gco mJ s 'i..Ja e C6 --o I2)- -d-a � -4ual- -r With- - u u ct- d y�o' a- d- o -o- her pa rG s-) between the g s dial E rg n c -Man me-nt- Mm n4Fa - Q (F&MA)-ce u I a to ry f o a n •Gh ann-a-n4th---pc-o�� t. 1 - -Gel-g re- ate r- -ha -gross are a n -d -s �4h a n , or etwa i-1-o-w-d—a-o et-i -e G -n —f -or a new 1,000 wn- _erviousn ss. A oarG :I greats th - -g-re- ss-ai w-2,0-00 sq. ft. bu14dt g ---or equivalent i perviousne-ss. in size a_nr_thi min er-am_firiar Van • '1 �.- b 1 r amrIn1� I"� . e f 1 °� o% 1 f 1 ion�r ' e� �� da Is �r ,� e s f' ' QRcc, Ln . 3 (-A-Payand-Housed Corn--e-efly-ne F -s t-Rg a; -an (HCSF-Q) wwhich GO = and - - , Gv d b° � �ti-oraG G� r � pro a- b -y a - I 1 ° el "N). t n The de rgner shall -use dyer- to nig y- In 1 SeC 9-50. Rumine-grc- DO-EtiOnS o o - �u e or cove-/ackgx uantities. -a-u-d -d at - the p sro 4- in S N g he Ems. 4 O R'?. r 7a' ' hecf Ph Y H. Y 3td 1 if'O Pa. °P ISMe 9 9 S .aFA ''QP fO .^iY P'.t6'i N' 4R/"9. mil. S"' 0• than 8 ` Y �3ktrar B. 1 e d L J ..a sL s_ _ ._t_la s sA .e. rt: a .a P ,4 1 d _ ..a.1_. _ _ _[ h as-arer an 1' why e,- -8-d a ave a r a1 n-aa a r a. �� _ ._V a e i - -a1 b' t the tl l! �9 San n uT i e area, 'a, �,t aev tat o t ;rd - i - HP) is an a G ce � -a 4o r --d to rm i-n-i n g r6�--m�=�1-ou-n- - ne be used for basins o -O _ toa-0-acres. res. The E--l� r adjustments moo? -h-� � d�f ch pter � e r S h CS- ar. .os the Ld be u� �wh n -�- The CI—J——r—node' is-- o-a�p 'W ab - on -urban _yeas, � --h r sin � 0 Lti � st-n� � ! 1�- - w r pot area. r� . S. .rii HEC H S--, o &----more a- !- --b� e-- o -r mixed suburban agricultural � rear. � he HEC-N- r° mode- --used on watersheds -and drainage -gin d�-large than -4 hiparame - -n th- -E C -1 ; S-� R -e -re n-oe-- -ru a I, and the H E I WeId design engineer. ° C✓si U IJ it 'u7.d C� j" ��J 1 _ di5Gro� e — _o �� -the a r4 e —b= `= �� w a {t nag" ' E3 a^r - - �sY "•y -s ��-kt �c�7.!" a .. �% c ,om 'ate c I . " I- td 9 ► n Flra ea ' -4 + . l N fr tiv^ L q�Y 2a e7 n Qi�ev o J 3> El 9 Sil �`9 �v r_�_F_.. r n Qomp - o ate i4a T he-pci a ni- t=� 5 g n - c�- - � � i -- Fea a-- o — a ce- tab 141-m-1- a r et and flews d -o a' o u r oIrwa e- or wA a- '' e enGroaGhr. oh o- - , raw-atr on he -street or e �. rmw �" e n-c�orac es -4-n 4 h e' - PAGE 28 er collects 2019-2181 OR®2019-12 d=G, hProc d- 1-f e -u-n-4 e d , -e- e c ro a me rt-w-r - 4Rel-e-raff-cfl and so s e-haz of e- e _ r a- -r umcroa-e r rnent ds-p-t-h-is _ augur -Ted in the table below: - 1 Road . C ication - Local - Collector Arterial Design Storm R Minor 1 Max Encroachment Max Encroachment over 10 yr 100 yr PL �a. 1. h- - eLgnd-guidelines is/inlets/storm sewers — pt —of —the +' Man-ual-Weiume 1) _ s uLd-be-used when designing-storrnwater inlets. - nrciar-d inlets pie-rr fitted County streets are shon in the following table: pernnitted (CDOT Type+ wonetwArnorinb Curb opening inlet Type R - Grated inlet Type 13 Combination inlet Type 13 All streets with a roadside ditch or-sval-e-- Alley or pro • . All street types with 6 in 2. In order to -ac— ou-nt-for factors which dea - the ca-p-a-c-ititef-theinlets—as—birch as -debris plugg na e- e rtt-ov -n-g , a rFd van io-�n- d ig�� tions capacity _ eal-- -tec-isfe•r r et -s -e R= rte- -d b- �.� e-fac or-s--prest-4-ntec in the following ai-e -r &t -n- a r - n lets in -Weld -County. .. Condi--ton .......... 8-nmp or continuous grade r Inle .gyp. CDOT Type R -z 5-19,--length 1 ength 10 ft length P ee- f-- heefQ-tica- Capae-i-ty-Allowed PAGE 29 2019-2181 ORD2019-12 r• 3 I Sump 15 ft length Grated Type C C. Pipes. 1. Gamed Type 13 I 95 -- wrionmeaus....setn Combination Type 13 65 The design g !-fines--pce-vided in the-s4-ree siini- rya s ®- - he tsr o ° o e _+U_D-2- Manua! (Voiwne 1 ah- ?- -mo d C- B- - n g -stogy ware r pipes. Th spartme- - u ti Works sho d-��bao d to =aev er-pi- are 2r issNe far use in -public ria hits o Sec -7,.43-1 2 4 — a nu .iNg 1 - age_ A. Des4gn Flows. 1 h e n l g a j r-- -d- --i-n-a ge- se —m -u - ---able to con v e y tar ! tl tRs' ��o9 j� drain- -eas- m = u11 y--dtsl o d_44ow i�b _ m ,- 1 ' i_tQ"i_b Ear [,% 1 i®{i�p+.1.�' event l } d i' ,L ,m 9 .6' ld ' 9 'b� i ''� i ! �O T 9 9 ' 9 p '�.s a r 19 '3 - -b � - t'bi••�' 1 ;rs- end ne1 - o �i,� - s than -5-0 ofs mreduce-the � i� 1.0�- frea oard- -q u1 -re n r e. -n- ; - V oar- ---req u i rd cony . ; !-n-e s the 10G -year deg • f -ow. e re -d- -c-e P e beacd_ y only occur if a 1.0- foot -. -i- u�-r moo- rd is not ce e--qu - -s s-u-bn-¢toted . i s i- •e- i o e s -m y- . 7 steeps -3 1 8„fever, y -e r, the -de -she n g- eeo-ut adc r,e s s haw he --,4"3 will -be -maintained since i t- -n-o- e of t that -are o re a 4 ; - ha n-41- . NT -Siang . Th e q a • ar4-e-n4-ot Public a ' d to-- a e- erm i- v h -A t-h='t -p -s _ of _ stor • sewer pi-pes-- -e-pe n-m-ss1h for us uhUc--4i c srafinway-or a-ina g, use n4s-.- CLhrverts shou4di -- e igned to the toi--oMn rnax4m-u headwater .;,cemirements. Less than 36 inches ikoleMMe . Larger than 60 in es -but dens �� L •..+ Pn� a i ,3 !W Maximum 2.0 — inches 1.7 t PAGE 30 1.5 2019-2181 ORD2019-12 120 inches or larger s that are to be installed in a public ri- tweed--b-u rn ing . A. Detention Criteria. 1.2 1.0 rued -hts- y-=he-1-hour, 1--00.--year storm falling on the -developed site aid -release of the detained -water at the ate --of the 1 -hour, 5 -year storm falling on the undeveloped site for undeveloped site for NON -URBAN =n-Us1: include volume -for the su er- y- l ure-v of a . ter q -u -a -1 i sa-pt u re vo l- _ me -tray be i n c ad --as,. a-par#a n of the total 1 -00 -year d ete n pond volume. Ofd flows can b -e o-uted a s follows: a. Over the spillway; or Routed around -the site. embankment, except at the spillway, must L d 5. There should be no more thaeds, in addition to the water qua ity capture volume controls, for detention ponds. Outlet works should oe sized and structurally designed to release at no more than the 1 -hour, 5 -year historic release rate in structural or hydraulic failure -H -- imperviousness. The outls embedded a minimut earthen soil, not granular beddi daylight point. 6. Each detention pond shall contain an erneig -© -e-a-r--storm disch-age drai ing into the detention d t d riprap shall be PAGE 31 n-ed a i-n-4 t Y T u m of undisturbed -earthen soil. The cutoff lt-m-us4-be edding material must consist of native ng material, to at least the first downstreammanhole or ing--he peak The-i-nvert-o9 t e- rnergency r surface pillway from catastrophic 2019-2181 ORD2019-12 f slo-pe and covered with 6 inches of topsoil. The riprap must be sized at the time of final engineering design. Grouting of the riprap may be required. 7. n -o e en ge- -- ublicly-owned-- nfrastructure (roads, roadside ditches), a concrete cutoff wall 8 inches thick, 3 feet deep, and extending a minimum of 5 feet into the embankment on each side of the eme privately -maintained Getention poNdE concrete cutoff wall p spillway e anon -- slope of 4:1. nds. The ay opening. The emergency a� kment using a maximum to water rights, or is in violation B. Retention Criteria. 2. Retention facilities must be designed to conta generated by the -2'l -hour, 1-0-ar storm, plus 1 foot of freeboard 3. The -design of the retention facility must include an emergency spillway an must show that must be e accepted. 4. The design of the rce hat tie Doric wi araii tirough the bottom (sides slopes cannot be -used in calcu'-- Uon) in less than 72 hours. A retention pond that does not dr gin- n ess than 72 "^ , oan cause inj- ry to water rights, or is in Sd- r-a-I-a-aw will not be accepted. G. Erosion Erosion -protection for stfarD designed to ensure that + e sediment does not leave the -site or im install straw bales, A. Side - reseeded vegetation is established. The Best Mane 3) should be used. antrei-logs7--eres-ontrot re that erosion does not -occur until the the Revegetation Chapter of the UDFCD P Manual Chapter5 x -Est- , _ t -he -a ppr sec _ to -been before, duri-rig, and after work is completed to control their spread. B. Seeding and Planting. fn additi-on to the site prepara#Eon guidelines outlined in the revegetation E-befreeof 7 PAGE 32 1 1„of 2019-2181 ORD2019-12 A. A water quality feature is intended to improve water quality from the impacts of site collects water or an excavated area. The size required is based upon site imperviousness. This depression is intended to allow stormwater runoff from the site to collect and settle out any contaminants prior to flowing offsite to neighboring properties or downstream waterways. a — An —accepted methodology for - Manual, Volume 3, Best Management Practices. be found in the UDFCD a (Volume 3) Best Management Practices. Sec. 23-12-130. - Maintenance. A. Culverts located outside County -maintained road rights -of -way are not maintained by Weld ose culverts are responsible for their maintenance. Culverts that are ner's association. maintenance plan, or on an as -needed basis to ensure proper drainage of the subdivision. final drainage report. C. The property owner/developer, not Weld County, is responsible for site maintenance and revegetation. siness park association (or equivalent). The operations manuals will include instructions on safe and recommended inspection schedules. E. Access must be provided to the drainage facilities for long term maintenance. Sec. 23-'2-'O. En sorcemen:. The enforcement of this Article shall be in accordance with Article X of this Chapter. ■ a is variances. The following variance procedures are intended to allow additional exceptions to the code explicitly listed i intended to be a lower cost opti-on which allows anyone to apply for a variance with or without detailed analysis and engineering support is required. exemptions described previously and impacts to the site and offsite properties are PAGE 33 2019-2181 ORD2019-12 ved by the Planning Director or his/her designee. No variance will -be consi-dered if it ma c and private property. 1 -Fl order to be granted, the va-rya and general welfare. 2. Demonstrate th of -way and/or offsite-properties as a result of the project. Any engineer's supporting documentation or analys licensed PE in the State of Colorado. request is d discretion of the planning director or his or her designee, the applicant has the option to -follow the I the denial to the Board of Adjus4ment. public rights- signed by a professiona will be reviewed variance request must: 1. Describe requested. the v\ 3. Me -the desig /1. morrat and general welfare. civi engineer licensed to of -the Weld Co. -i-ch a variance is being neeri-ng rationale which supports the intent of k's,--Demonstr-afte of way sind/or o r the project. con stra-i-nts . D. variance approved by the County Engineer. BE IT FURTHER ORDAINED by the Board that the Clerk to the Board be, and hereby is, directed to arrange for Municode to supplement the Weld County Code with the amendments contained herein, to coincide with chapters, articles, divisions, sections, and subsections as they currently exist within said Code; and to resolve any inconsistencies regarding capitalization, grammar, and numbering or placement of chapters, articles, divisions, sections, and subsections in said Code. PAGE 34 twork shall be 2019-2181 ORD2019-12 BE IT FURTHER ORDAINED by the Board, if any section, subsection, paragraph, sentence, clause, or phrase of this Ordinance is for any reason held or decided to be unconstitutional, such decision shall not affect the validity of the remaining portions hereof. The Board of County Commissioners hereby declares that it would have enacted this Ordinance in each and every section, subsection, paragraph, sentence, clause, and phrase thereof irrespective of the fact that any one or more sections, subsections, paragraphs, sentences, clauses, or phrases might be declared to be unconstitutional or invalid. The above and foregoing Ordinance Number 2019-12 was, on motion duly made and seconded, adopted by the following vote on the 22nd day of July, A.D., 2019. BOARD OF COUNTY COMMISSIONERS WELD COUNTY, COLORADO ATTEST: Barbara Kirkmeyer, Chair Weld County Clerk to the Board Mike Freeman, Pro -Tern BY: Deputy Clerk to the Board Sean P. Conway APPROVED AS TO FORM: Scott K. James County Attorney Steve Moreno Date of signature: PAGE 35 2019-2181 ORD2019-12 Publication: June 5, 2019 June 7, 2019 First Reading: June 12, 2019 Publication: June 19, 2019, in the Greeley Tribune Second Reading: July 1, 2019 Publication: July 10, 2019, in the Greeley Tribune Final Reading: July 22, 2019 Publication: July 31, 2019, in the Greeley Tribune Effective: August 5, 2019 PAGE 36 2019-2181 ORD2019-12 APPENDIX 12-A. WELD COUNTY ENGINEERING AND CONSTRUCTION CRITERIA 12A.1 TRAFFIC IMPACT STUDIES The purpose of a Traffic Impact Study (TIS) is to assess the short and long term effects of a proposed development project on the local and regional transportation system. The guidelines in this chapter are intended to ensure consistent, proper traffic planning and engineering practices within the County, and to establish a standard process for preparing and presenting TISs. co • 1 • The responsibility for assessing the traffic impacts associated with a proposed land use action resides with the landowner or land development cas review capacity. As part of the development review process, all new commercial or large residential developments will be required to submit a TIS that is prepared, stamped, and signed by a registered professional engineer licensed in the State of Colorado, unless the TIS is waived by Public Works. To be deemed complete and acceptable, each TIS should contain the elements • • PAGE 37 2019-2181 ORD2019-12 Weld County Public Works € ept. 1111 H street P_O. Box 158 Greek`,. CO $0632 Phone: 070#30444% Fax (970)504-6497 Traffic Impact Study (TIS) Requirements Checklist Alt new cornmereiallridential developments will be required to submit a traffic study (stamped and signed by a PE registered in fht state of Colorado) as a part of the revirar pecwess unless waiver by the Department of Pubic Works. ,:. Site information far 4/ Description of Use-Reatdential, Gravel pit 041 & Gas r acallty, etc. lio Ai c4opeeaa1xn Number of Employe. Pccential haul mites Vicinity map Site Plan • Existing Site C(idit c ns • Roadway n c rk•Svmrary of Roadway Classification and a description of study area. Analysi;s at Period -AM, Mid -day, PM, and/or Saturday Exr,. ing Traffic Data -traffic courts, level of service. speeds, truck percentages, crash data, etc • Future Cone ions and impact • rap Ger eiticc-Daatyr Peak Hour tnps by site development and itt Trip Generation Manual Trip distribution Short Term background traffic arid peak lours (5 -years) Long Term background traffic and peak how's (10-20 years) tete; of Scr,tce y s- projected LOS w/ site build out, existing traffic. background traffic growth ▪ Level of Service deficiencies -identify existing, shot term and long term LOS deficienc;es Signal Warrant Analysis Aux.liary Turn Lane Warrant Analysis Sight Distance Analysis- at site entrance or access point Other Impacts-Idertify ii,' r pacts to school bus routes, pedestrian/ ian/ bicycle access, or public transit 7. Mitigation Describe auxzliar t lanes lengths and storage capacity Corrections for deficiencies Corrections for am. access deftctenoess Signing & Striping Pavement Maintenance tnter'R.rction; Radii for truck turn moverriest = Figures & Tables Exerting peak hour turn rnoreerrents volumes ;count: conducted v,iithin the previous 18 months) Tr=ap distribution (V including added project peak hour traffic voitifft4M c COt prehenlinte a future year turn movement voftetnt cJ Intersection performance existing coadit'ions a Pmiect trip gerteratort o Intersection levet o€ service Conclusions & Supporting Anatysi, . 43.75.`• `. gt, ea.o-r-a,h,;!i+T;4i,,''3kW!-""+' _t P, ,"n 01,:V.XPI,._�r»rYe^.+??fi'T>•3;m',m ^;��tt:Tisr. ;nrk`Y.^.{+-^tyCtrer.isws;:ret • • Ranted One 5/_7/10 study, or the preparation of an entirely new study. 1. When the time or circumstances of the original study fall within the parameters presented in Table 12A 1, the applicant shall prepare the appropriate documentation identified in Table 1211 2. When the original study was prepared for a large, complex, or phased project and was designed, organized, and written to function as a "base" or master plan document for future - development applications, it must include updates to the County comprehensive plan. (These types of studies require scoping consultation with the County prior to their preparation.) PAGE 38 2019-2181 ORD2019-12 Updating an Existing TIS ' Original :Report is: i <2 years old Changes to the Original Development Access changed or trip generation Increased by 15% , Amendment letter: identify I and discuss only items that changed >2 years old Access did not change and trip increased by 15% wII Letter documenting change (No other traffic requirements) New study Amendment letter: provide new traffic counts, new trip generation, new LOS analysis, meet all TIS requirements 12A.2 TRAFFIC CONTROL DEVICES AND PLANS All road signs, striping, delineators, barricades, signals, and other traffic control devices shall ado supplement, as amended. The applicant and installation of road name signs, permanent barricades, and signs for implementing the approved project design (e.g., one way, no parking, no outlet, stop sign, speed limit, etc.). Necessary signage shall include signs required on County roads as a consequence of the . . . . . • place prior to road acceptance. • O • . • . . striping plan in accordance with the criteria of this section. Striping plans may not be required for local subdivision roads. However, sign plans are still required for all subdivisions. All signing and striping plans shall conform to the most current edition of the MUTCD. All traffic control devices shall be fabricated and installed in accordance with the MUTCD. Permanent signage and striping shall be complete and in place befog public for use. Signing Plan Elements • . • • • • • . 2. S 3. Specify the sign size. Striping Plan Elements 1. Include stripe color and type. 2. Include lane width, taper lengths, storage lengths, etc. 3. Include striping/skip interval. b • . • • . . . specifications for water based traffic marking paint unless another material is specified by the engineer. • • • • . PAGE 39 • 2019-2181 ORD2019-12 terminations. 7. Include stripe dimensions. than islands. 124.20., The De location of t shall inek 'QAQ . 4 4 • Y' • evices wi e b _uin the right of war s easere d name signs, delineators, and permanent barric . b 4 4 • 4 • • traffic ed to maintain smooth traffic flow, to pteethe functional level of V the County roads while meeting state, regional, local, and private transportation needs and Table 12A 2. Table 12A 2 Minimum Access Spacing Criteria (feet) Access Arterial Collector Lee Element -al— . —i - 2,640 ` N/A N/A Unsignalized 1,320 1,320 1330 anc t and intersections 660 660 330 s T eaccesses 660 1150 330 Distance besubdivisions 660 75 1330 4 4 4 a • 30 feet wid Ro b • 4 • Y riority. Share, . �� ✓ • 4 • •ontai n a minimum 20 foot wide, all weather -road -way. collector is not permitted unless it meets the spacing req a_ �ernative access or intersection to a lower classified road is not feasible. No more than one access shall be allowed to an individual or to-e-ontiguou-s-paresIs under the same ownership PAGE 40 2019-2181 ORD2019-12 u 1- -s- : can be shown that. a a -e ` _ 7 4- e- rtiona ` access is ne 1-A- ,v-yT s L ]1ccess standards -onto e.J a4e[ 1al roas ;intersection anto-an arteria-1J o-t-pefmitte road is not _ asible a� euk of be in conflict with local safety • he-fff iei-ent use ---o erty - do-e� fir- - + �' on, p1a frb� :d-epeesti-t gees-s--t-o earby pro -r e -s.. Whenever possib4eq s -ha. {ed-c-esses w than --one -an individual or to contiguous parcels under the same ownership unless it -can be shown thn+e r] Ir1TT i fY o TT ne access would be irreonflict with -foe -a! re,gal-ations; the -additional access would not be detrimental g J *c healtl= we -1f r and the -additional -access is neeessar cent use of the—p-a-oper - . rsections staid be spaced --4e-s -t an 0.5 -le-apart-sn arterials, unles-s such spacing -is i ipra-cti l - r i ±p . � tee- g� i �,r +� ��ph s - m44a.t-io s a s d e- -mined bathe D Y pte+ Public We s. The type � ae .ss---f ent, three @waiter movement, or rig movement w l bw -er -In omt R d F44WA rules and- g l-ati-ons sl, County takes no jui4sdieti-&nal authority over access onto a hij � -h - - --A- aesses-- enever po b -le and feasible, shared ace ' e -provide Y er-4-eso the comm-on �- ro er yT fro ,e T Tg t+n-acc � � Shared -access �� to -he-,, � p � $ �� ,� e . agreement may be req� red. 0 7 _ 9 ccess or new er classified the department of -Public Works. n- - Ls -t rns . accesses.-3ATeld erve two or more adjacent • merit -der traffic entering and traveling on roadways with he County. hiL,--intersections, access poi c -on '4et c ons. The bask des D-n-of-aceess points includes adequate-sp 1-2A. Aeee-s-se-s-s-ha 1-enter-ont Wei d -county -roads at a one ac-cess app . (inc u - ifg-tr rs)-us erased. I--ee-eve --s-13-all-the distance 3 5 feet. Any ove-the- e-nt access surface. When the access is int shati-aeee-r -m-od-aI urning movements • n rune so -t-the longest vehicle frem-the gate to the edge of the en the gate is be lesshhn measured free -the gaI or -industrial use, the access radii d vehicle types. The following are the access width and access radii for _ properties -based upon land use: Typ e e of Land Use ._,. w x,w...._ _�v.... .m. piu.iwniuwnNW«"+.xnxwxwiiiw�: �N.Wxrnvwtp.Vxxnrvxwwawa..... aril .a a uiv. p. v.v . a�wvxuiiwvwnwenn.. nay fw Commercial/Industrial Approach Width A 24-----40-feet wide PAGE 41 . • 25 feet minimum. 60 feet minimum 2019-2181 ORD2019-12 aeljacei drain . req.-. irement, :nd-cut slopes shal i be constructed to match the slopes of the existing 'o -u - -ro - flovHvvater based -up approach, Ftg re -1 4 - cess Ap-pr-e: ° �n 3:1(H:V). If a -15 inch corrugated metal pipe is the County's mini 2 iarts should be sized to convey the 40 L.E. Of 16" A. —., CULVERT OR AS REQUIRED. t_, RADIUS --1 _.t 1 APPROACH Nu - 24' GRAVEL OR SAVED SURFACE AS REQUIRED kt WELD COUNTY ROAD FLARED END SECTIONS FLOW L ! - -»- SHOULDER EDGE OF TRAVEL LANE smumniimin PLAN VIEW, . object - - ° • structions within the line of sight. The minima Y. fight distance available on a roadway should be sufficient to enable a vehicle traveling at or near the design speed to stop bef-0fe reaching a J ti ary object. 1, ng the fryer rforrane -of road v �� T, bx+1, the ^ror'r� °cam- � � .e -al sight dis tangy- I Ord be are near the roadway on the inside of a curve, they can too clo will not have sufficient dis when a h ��p��.r,i,c� coedit �n ° - . - ' s the minimum r..EiremeFts- 4 Ter'sview or 4.�r. and technic- . ; ° ° �. - . - :: - ' _ ess location, to and -f - unty ro-ad-ways wi s -i- nt of providing safe, orderly, and continuous traffic movement. Chapter 4 of the Weld Cony Engineering and Construction Cri to site distance -and other considerations. - A0So1 Sigh -t is ; .alulations general sigh -t above the roads - -•o • PAGE 42 if -face. The 2019-2181 ORD2019-12 k -n i-i-n-Table--12- -sh-a--adjustc-d-fo- grade of 3% or greater using the figures set -forth in Tao-te i2A Ta e4- ` r Sigh-hista- ce a 25 150 35 e -u Roa 250 40 w rizontal and Vertiea C /15 325 1400 22-5 ;325 475 55 400 650 65 55--0- 725 440- 70- 850 e sight distance at -the -proposed access location, a height of 3.5 feet shall be used icle ark -the high -way approaching the access loca -T-he driver's eyes sha -be assumed to be at the eenterline of the inc° for me-asuremer h eigi c of 3.5 feet--shal e used for a v hb le as-sumed-te-be-o n the center rn feet bath -from -the avel lane. 2. If an auxiliary lane is present, the entei c --speed for the deceleration lane and the posted speed at - -ref- he acceleration. lane shall be used. awn stave Wight Distance Adjust Roadway Grade s -t ---o ° a,, r Roadway Grade Sway Grade Factors wavrornywnwinenwer Upgrade 4 -1 4- 0.90 AP 2101 5% to 7.5 % 0.80 Downgrade - 5%te-7.5% The . . ace is 9 s- e re u e 4 d .-spee bring the vehicle to r anobject on the road- . Stopping -sight -distance is , „ e b al g ista -e- a d -t -h -e interval -between -the -instant that the driver recog z- aA he-i-n- a -4 -the driver applies the bral and the co- - g , At of-fr° • t een s �pl-ng-d-lances—f&r-pu-rposes-ofignIl'a 1e 12A - ro-vi4es-the req if i-ni-ra d ste- sight distances on s - -r oad ---with-gr -4es than 3°, toppirg— sight- -twee be lerr 4e- s- n excess of 3%, refer to ' _ fab 1.35 nd-the roadh PAGE 43 i-de traveling gib i-me . way the initial speed erns the ems 2019-2131 ORD2019-12 4 F r st di Lance calculations, the height o i-ne-mss--above the road surface. Chapter L 1 Cri Table 12A 5 Stopping Stopping Sight Distance Desi-gn - speed_ EMS) 25- }30 10 O • ale - sign and s: O D ti on O O b-st- i B ke e-aetion Dance 4- 91.9 Braking Di st nee o Level (ft) - 60.0 Stepping Sight -Distance Calculated (ft) 151.9 Design (II) 155 110.3 86-A- 1196.7 j147.0 153.6 50 60- 170 183.8 240.0 1300.6 2-00 305 /123.8 4-- 220.5 345.5 1. Brake reac 257.3 470.3 re -Ai -et -eel -an a time of 2.5 secoi rr calc _a ed sight distance. • e at Grade Stopping Distance at Grade D-ewngrades 566.0 570 727.6 730 25 158 165 173 ;25 Upgrades IPH) S-t-ta ng-Distance (ft) 147 30 70 771 When a roa accouSfor the initial speed ent grade (both up and dew d-i-s-ta ces at grade in wet conditions. 205 446 598 215 227 3 0-- 200 6% 9_074_ 143 140 '184 179 333 354 474 5-07- 50- 40-5- 2- 388 1375 638 6-8-6- 60 825 891 70 -r-u-cted on a grade st . • 515 6-- 495 63-1 r. . . a r. i . •, • r: •. YJ r h➢ _ held also be -adjusted accountin g -for- - Wes the required stopping sight PAGE 44 2019-2181 ORD2019-12 0 z a X21 0 0 -o- � g 404-10-isto + - 2 o-n-al--cawe The-propo-see_heri�-ornta . kgn ent rn-us - r t -e minimum stopping distance for the — design speed at all poi addition, the design must take into account the - �s h ntcr �- onsq around curves, and a' a4side- nerea /TOF i-s--based- - ateral--� nee -from _ the inner edge o 4 0 o e o e e sight-obstrue�on, for various radii o- per S the n4 paveren 12A05,5 &-td4 y, °stance e e di .-nee to-the The positron-of� rnn-ed- o be 6 feet from the i -edge of-the- ed. . alma eci~s4o� sight dos -tan e is de ned-a-s— s n • eei �e -a a Qd a4o th-e-roa 'F/ , c-o'gn and path, andcomplete the requi-red safety distance v- dues ten 0-h -fig �a intersections., lecation� r - -usual cross section --arc e- s- 1 • e 0 • 7 c-sso�-sight diva curie ision sight 0 e +ate s in l-e�n-s-w -decision sight -this -tan -e-m-� e ter than in the average case. Please see Chapter 4 of the Weld Co-EngineEngine-ering and Constructioi abeut--de ision��t d .sta u ag roadway dew gn 2- 12A 7 provides the re i- e -c- si • a si-g h t distances. Decision 30 or less 40 50 470 Where ferny Decisi FA -voidance Maneuver -4)- 220 I'190 600 330 465 690 910 610- 1,150 780 AnYAV 1,410 A vo � Maneuve- - step -o ow -rural ral road ft=37-0-se Avoidance Maneuver B Avoidance Maneuver C - steppe f • 535 715 620 825 750 -- 990- 1,125 1,030 1,280 105 =oad (t=9.1 seco • aneuver D- s �:oppedip .th�airection ch Avoidance Maneuver E= stoppedipat irec 12A.o�a6 Inters eti , 4 ht Distance- • PAGE 45 ,275-- 1,445 • C • • 2019-2181 ORD2019-12 0 O 0 e Intersection sight distance e running -speed. The intersects The . intersection that are appr.ch intersection. All sight di st-a- . -ta ce easement. Tabs • . . b . 4 O O rs of vehicles -4-tsly to see each other in time to prevent collisions at the . • . O r Intersection Sigh —9 ta-nce r Crossroad Posted (MPH) 25 275 30 b Required 108 sight IClear Zone Length Right i40— 448- 74 '350 - 1425 188 229 129 40- 15 50- 55 500 157 269 ;184 5-7-5- 1 310 1650 k 725 390 CENTER ONE _ REQUIRED SIGHT DISTANCE NOTE: CLEAR ZONE QVERVIEw (SHADED AREA IS TO BE CLEAR OF SIGHT OBSTRUCTIONS FROM 2.5' TO S. H. ABOVE THE ROAD) LENGHT VARIES BY POSTED SPEED LIMIT. i REQUIRED SIGHT DISTANCE 12- -5 o -ads Sight Distance Roads shed -not have visible impediments between 3 an i 212 C a. rylo `,3, within a triar r -ear - s ; �, Figure n !/�^y'y f1 G e PAGE 46 267 2019-2181 ORD2019-12 EDGE OF DRIVING SURFACE (FLOWLINE) 4G` 7-. POINT OF INTERSECTION PROHIBITED AREA F EDGE. OF DRIVING SURFACE (FLOWLINE) A 0 -U x .A '. "` T -LA INS Atseeiliapp-1-anes are Lis-efu l- -mii- wining the safety, - Qa-Pfi c flow, and ope aeeess hen auxiI-ice ne e req et- ounty o wainnzed by may -on -obtained during4he d w4opr ent-re nsible for -design, installation, and y --p- s -e of Fight of way -to accommodate the required lane width-•' 4 ire • required w n -u thque— taon factor g.9 roadway speed and tai � -ate s r�, tune, the-= o4 -am -e of commercial t influence of nearby accesses, existing auxiliary lay -e iese- 9&adway or to the- opus-ed access, nearby traffic-eonr-o , . :: ` ° glut distance, arid -other ed to mitigate safety and -o -p e it clu4-th a O row `hary lanes. d loca _ A �, z .r r P o c __ 3Ja a p high t n �c r I i i � n �- e �r r� r� °� s y a 8 �w n� f n �-s1 n 1� e c� » a>> v y i r- _ e raff�--�e �p.�-��,-� lane -- necessary b) Anil ly and efficiently enter/exit the roadway. re -Aka]. curves -t ob 3n �-s— . . exist and -cannot -be —removed, and may negat-i, Auxil y-4-a-nes -typ - auxii ry4a1 access, throng-19.--streetthroug-19.--street classification, and site specific conditions (grades). C ooRc or nj of PAGE 47 safety-r-affic opera -tie -1 tion ngransi pion tape f4 -.9,444-11- e$ 2019-2181 OR02019-12 O � _ - ---I 24$ 0 below: REDIRECT TAPERS REDIRECT TA RS DECELERATION LANE DECELERATION LANE ACCELERATION LANE ` TRANSITION TAPERS 'urn Lane a TRANSITION TAPERS) �d on collector -and arterial roa . red for any access with a projected peak hour left ingress tut' 1• are the taper length, 1 • a U a th, and -storage length which in combination make ® A right decelerat -lie with storage length plus taper length is rec a. ire . projected peak hour ri-gh-t-ingress turning volume greater than 25 vph. The -design elements for a ra4em -nes are the approach taper, lane length, and -s4 in combination make -up -the right turn lane. . acceleration lane with taper is required f right turning volume greater than 50 vph and a single through lane is turn. The deli length. 9 Aleftt accelei -2� T o determines the izequ i em b a the transition taper and acceleration _ sition taper may be required -a-, acceleration lane is generally -r e weuld--interfere with the -left tur eirs a --ranel-t-r-an-sition taper length, s design criteria presented in ' _ fable 12A 10. The length of the required -t a the posted spe it --Tr ansition tapers: . a vehicle to a ithout dim-i, of -both -the -lane and a the w idth-o-f the ro de-da e Redirect or stra ghtn .. elated with- , shell be rounded. the through ble 12A 10 provides the required acee total length hea -eleration lane includes the vales-- Te length of transition =ei4s • nd ending -pain - or other redirection of vehicles is necessary and where red PAGE 48 a g 2019-2181 URD2019-12 necessary to accommodate the exclusive turn lane or median. Redirect tapers required for • . . . . rye design deficiency for the through movement, the horizontal curve shall be corrected. Redirect tapers should be designed as straight tapers with the . . b . . • . . . • . . • . rweetWorven.bwerova Aa..._w,M.,.- Posted speed limit (MPH) Deceleration length (ft) 25 250 310 "10 15 50 55 180 Acceleration length (ft) Transition taper (ratio) N/A 190 270 7.5:1 8:1 10:1 Straight taper (ratio) 15:1 15:1 20:1 370 1:35 500 600 380 550 760 12:1 13.5:1 15:1 30:1 '15:1 50:1 960 18.5:1 55:1 12A.6.3 Storage Lengths The storage length for an auxiliary lane can be determined by the information summarized in Table 12A 11. These lengths are based on the average length of a passenger vehicle and the estimated turning vehicles per hour. Estimated lengths for buses, larger trucks, and recreational vehicles must be determined and submitted to the County for review. .... '.Auxiliary Lane Storage Lengths Tuning vehicles per hour Minimum required storage length (ft) <30 30 59 t60 100 25 40 50 The basis for designing the length of required storage is to provide suffi to queue within the lane without affecting other movements. Table 12A 10 provides the required storage lengths for stop controlled intersections. Table 12A 11 provides the required calculated storage lengths for signal controlled intersections. If the Department of Public Works determines >100 100 minimum storage length shall be based on the mean arrival rate. But in no case shall the minimum storage length be less than 50 feet. 0 . • . • The following are additional standards for auxiliary lane design. 1. No driveway shall be permitted within -the transition area of any auxiliary lane. 2. In the event that a portion of an auxiliary lane extends across one or more adjacent properties, the County may require the applicant to obtain any necessary right of way. PAGE 49 . 2019-2181 ORD2019-12 3. In the event -an auxiliary lane is -constructed within 100 fee intersection, the-applican a U • • 4 . • �u hstruction-oct • • • 0 exclusive turn lanes have less than 300 feet or one half their length of separation (whichever is shorter), and a signifi-ea-nt structure or t raphica tore lees n. c e continuou tmcted between the intersections to - • • 0 si-s-t-e 5. If restrict' d must be re -1-27A Sit C i 1 . • . pa eme 1M1 e&n4nui a • �. .� eft turn 4 • A 4ea _ away access construction which affect° • 9 iA .. to 'nage structures, . • lanes is required to incorporate modifications to existing structures as part of ti design. A Right of Way -Per of ways. 12A0701 Gravel Requirements . 4 • . a 4 minimum i of 4 -n to th s with gravel surfacing. The gravel surface eted aggregate base course o: Ee-a-dway. o • a a Feld - At material -from the i; - . t of hot bituminous pavement may be allowed, provided a -de uh e gr avel . - ng is substituted and maintained until asphalt placement. • Annoc•c�� c�r to �e c e ruct-d- i . . on the County roadway or roadside ditches. Accesses which slope tructed to assure That water does not run onto or across elements so that they direct water to t t b feria =s and the cost o= instaation or new ace --e of a culvert is made necessary by the creation of a new .aeee, property to a C-ounPsy roadway. The a rivate ; e`l Structures crown; borrow ditches, pans, or -o -t her g the road. The owner of 4 • o `ter-3)-E-atef Lions ofthe---n-a-t-u--m-I-flow • to maintain the full width of the road right of way without stru include, but- d -to- n -c -ruc tures shall be remove . irrigation structures f way upon writtenpaquest by the -Department of PAGE 50 2019-2181 ORD2019-12 Pu c may be u-`bsA-c ma cre t -e -a roadside hazard, obstruct or hinder vehic laFer p -e maintenance aetivities such as snowplowing and mowing. _ Ma feet away from the -edge l e- 4ed-way. Wear, d -a -m geT-or-b-reakage to ma -1 -e appu na�ees-t--hcr&ughe t the -rn pr- e-�reaei-sid-ef image duet . .. . osnow—rem-o- dies en ---a Coun- mai �ta ne Go .nty. - -E USE-- re--wit-h roe Id inclusid I the u -� e fisting access -to County -right of , ay cha here, is a c -Y - he- e of the perty, a new -Access Per t- may=be-rec fired, n accorda Th Chap the -Weld Co- - od-e. Change in ac s- property- use -may include, :rent or type of traffic; structural -no .ifi type -of -business, e and e -r e-atio n o- re ly A -.n -y --read acee Tempe r truffle sa A a-ree-s a a . a of - tiding; change in use or Inge in prope4t��9 h -ed-for--a-ti-mited time may be considered a 1 -lo -t ;accesses shat -1-n ti exceed twe m -o- 0A ccess P--er-m -y- e ss meets nin um ��'',(/'�� o .a� ^� a [ R/�� _ y� yak-q�-;��,�(�j�'-[�1^�1,-^ya'�- � a t (may iy-�� p✓eratL'�1nal ec �Lrame s, i clu4 1d AJ �L �is -ancea 12 q- - A KING CONTROL Tracking cld ng control its A equi ahead _ of Uaa: s�-� Z-1'b� 4. 1 i a W i t4es 12Aa 1-O fl cki g- uta The folio A Less th -sed during c a s— . Forte the site onto public roadway, „nles perm vent tracking control is installed a g -a s-- a -at _ require ing control devices: o -Access onto paved aels _ ine1-des 100 f a-4 - - - .d true -k (-tandem or semi -truck -0i - o Access-anto gravel-r-oad-s-reqtrit o Access onto paved roads req-%fe -yc -d-asp -d base OP allowed if site constraints wo-u1-61- hibit meet-i- - �- More, than as 10 roun- Lek--tries/da-y (tafidem-o�--s-ew v-h-icles tr-i-p -s o -Aces-s en o gravel -r recycled asp1fa-ior road base. e-Aee Pc -of asp -alt. -12-AA O.2 -reeking s i o l- ev ginger vehicle round-trips/day,l ne upfront tr- e -1 -� ete- roun ri tic o AccessAccessonto graveroads incl d -e --ft of road -base or recycled asphalt. e or ree- a of -re- " n -nts. a a N a -and a minimum of 100 ft of less than 300 ftrn-gybe i trucks)-ar more than 50 round passenger wires a t -1-e- n tom -device and a minimum of 300 ft of aved re -ads re fes both -a a PAGE 51 2019-2181 ORD2019-12 1'o mitig-4e any imp other ma combined or used individually: e—Ri-(6" washed rock). C O PAGE 52 s gar o ffs i to tracking of mud or cing co e -devices that can be p ntlal 2019-2181 OR®2019-12 Hello