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Home My WebLink About20010848.tiff DEPARTMENT OF PLANNING SERVICES 1555 N. 17th Avenue, Greeley, CO 80631 Phone (970) 353-6100, Ext. 3540, Fax# (970) 304-6498 MINOR SUBDIVISION FINAL PLAT APPLICATION SITE SPECIFIC DEVELOPMENT PLAN App. Ch'd By: Of Case Number _ J Co App. Fee: j/2.0 Receipt Number: [;)6.$c/ Record. Fee: Receipt Number: Planner Assigned to Case: TO BE COMPLETED BY APPLICANT. Please print or type, except for necessary signature. I (we), the undersigned, hereby request hearings before the Weld County Planning Commission and the Weld County Board of County Commissioners concerning the proposed Change of Zone for the following described unincorporated area of Weld County, Colorado: LEGAL DESCRIPTION: Atg,T®F Si �rroI 8 TIN! R 61W crr1 c BEM. Q 266.1P AMR 2,567 (If additional space is required, attach an additional sheet) . NAME OF PROPOSED MINOR SUBDIVISION 5'KILA12,,. FG4#Je EXISTING ZONING S TOTAL AREA(ACRES) E4, -F- NUMBER OF PROPOSED LOTS 5 LOTSIZE:AVERAGE fin- rv11F(IMUM $,a, OVERLAY DISTRICTS Pasie UTILITIES: Water: Name: DI M Sewer: Name: Gas: Name: +D /[mil ((4) Electric: Name: ff Phone: Name: . I. E DISTRICTS: School Name: i Fire: Name: ) PIM 4iJ 5/ PROPERTY OWNERS OF MIN UBDIVISION FINAL PLAT AREA: Name: Phone: eirit —�j' 797 Address: '7 E Ll a We V Name: Phone: Address: APPLICANT OR AUTHORIZED AGENT(if different than above). Name: 611VE Phone: Address: I hereby depose and state under the penalties of perjury that all statements, proposals, and/or plans submitted with or contained within this application are true and - . the best of my knowledge. Sign- re: Owner or'uthorized Agent r Revised: 1-10-01 2001-0848 EXHIBIT 24 SKYLARK RANCH MINOR SUBDIVISION PHASE 3 1 . Application is filled out and attached. 2 . Current title commitment is attached. 3 . Proposed lots in Skylark Ranch are to be estate lots, single family residences . 4 . Concerns identified from sketch plan review are as follows : A. Road access . Have changed property lines through approval of amended RE 2357, to properly have the necessary land for Skylark Drive within the minor subdivision. B. Road system and lengths to cul-de-sac. At county commissioners meeting for change of zoning, Weld County Public Works Department stated no objection to current configuration of first cul-de-sac being 1525 feet versus 1500 feet . C. Do have valid access permit from Colorado Department of Transportation encompassing all proposed lots at Skylark Ranch. D. Fire hydrants have been installed and are now operational along with an oversized water line in order to provide adequate water pressure for residences and the fire hydrants. Installation was done and completed by North Weld Water District. E. Building envelopes are included with each lot and incorporated onto plat . F. Due to narrow frontage of this parcel, on to Colorado State Hwy 14 there is no emergency access for the proposed minor subdivision. Per fire district requirements, all houses in the minor subdivision will be required to be built with an interior sprinkler system. This requirement will be a part of final plat. G. Have met with Windsor school district and CDOT to arrive at agreement for workable bus pull off lane . Currently have an application in progress with Weld County Planning Department to amend lot lines at entry onto Colorado State Hwy 14 to comply with distance issues with Weld County Public works and water supply and storage company' s irrigation ditch which borders western edge of property. Pull off lane will be designed upon approval of amended exemption and made a part of final plat . H. Have signed agreement with North Weld County Water District which was also included in change of zone application. I . Have selected "Skylark Drive" for the minor subdivision road name and verified it is not in use anywhere else in the county. 5 . There are total of five estate lots being proposed for Skylark Ranch Minor Subdivision. 6. Interior circulation within the subdivision shall be on Skylark Drive. This street is proposed with a middle cul-de-sac and an additional cul-de-sac at the end of the subdivision. There are no plans at this time to incorporate sidewalks on these lots . There will by a school bus pull off lane located on Colorado State Hwy 14 as the school district will not pull into the subdivision. Turn around will be facilitated by the two cul-de-sacs . Proposed roads are to be gravel with two 10 foot lanes in each direction. Borrow ditches shall be used to accommodate run off. 7 . The two open space areas of 0 . 18 acres and 0 . 90 acres shall be owned by the homeowners association as established by the covenants for Skylark Ranch. Maintenance and care shall be by the association. 8 . Due to inherent small size of this subdivision, there are no plans to donate land for public usage. 9 . North Weld Water District completed installation of an eight inch water line through this subdivision during summer of 2000 . Fire hydrants are installed and operational at this time. 10 . All proposed lots shall be served by private on site septic systems . Each system shall comply with Weld County Health Department requirements in effect at time of application. Soils present at this site are favorable for standard septic systems . 11 . Electric, provided to site by Poudre REA, is currently in place and was installed September/October 2000 . Natural gas, provided to this site is installed and operational . Phone lines, provided by Qwest, are installed and operational at this time . All these installations are paid in full . 12 . Proposed covenants for Skylark Ranch are attached. 13 . Copy of CDOT permit is attached. 14 . Have met with representative of storage and supply ditch company. Concerns were addressed at change of zone approval . 15 . Not applicable in this instance . —� 16. See attached agreement. 17 . Not applicable in this instance. 18 . Drainage reports, prepared by Messnger Engineering are attached and included. 19. Certified list is attached of property owners, and within 30 day requirement. 20 . Please see list attached from Cruz and Zeren. 21 . Please see list attached from Cruz and Zeren. 22 . Proposed estate lot, minor subdivision is compatible with surrounding land uses and will pose minimal impact on surrounding land use . This minor subdivision does not propose urban scale development and is not located adjacent to existing incorporated municipalities . 23 . This site is designated as "irrigated land (not prime)" by the United States Department of Agriculture . 24 . North Weld Water District has installed an 8" line through this property and installed fire hydrants . Pressure available is quite adequate for the intended usage. 25 . Soils present at this site are quite adequate for private on site septic systems . Soils engineering is required prior to issuance of a septic permit. At the time of application all future owners must and will comply with Weld County Health Department requirements . 26. No known hazards are present on this site. The Northwest corner of lot 5 is considered a wetland area and will be designated a "no build" area. 27 . Road has been installed and should meet public works requirements . There is a minimum of 4" road base and roads are 20' wide at narrowest points . 28 . Skylark Drive, as proposed will enter onto Colorado State Hwy 14 . This is a well maintained hard surface road with high quality mainquatenance during all seasons . 29. The proposed covenants establishes a homeowners association. These documents will provide the homeowners association with the responsibility for grounds and road maintenance within the bounds of subdivision. 30 . Skylark Ranch does not adjoin a previously recorded subdivision or unincorporated townsite. 31 . No on street parking is permitted within the subdivision and will be reinforced additionally by covenants . 32 . There are no additional accesses or driveways created onto Colorado State Hwy 14 other than what originally existed at the creation of Skylark Ranch as proposed. 33. All entry to the proposed lots will be from Skylark Drive into the individual sites . 34 . This site is considered to have a very well defined drainage pattern, as remarks made from Colorado geologic report from the sketch plan review. Messner Engineering has paid particular attention to potential run off by applying professional standards and "once in 100 year" potentials . Care has been given to not disrupt flow capabilities that were adequate prior to proposal for Skylark Ranch. 35 . The proposed minor subdivision will have a total of 5 lots, per plat attached. 36. With the advent of Skylark Ranch, and the future of five additional families, any impact on local government services will by minimal . The grounds and road maintenance responsibility will by the homeowners association, as established by the covenants of Skylark Ranch. Houses, when built will be required to have fire sprinklers, per fire department requirements, and fire hydrants are now present where previously none existed. • TRANSNATION TITLE INSURANCE COMPANY COMMITMENT FOR TITLE INSURANCE SCHEDULE A Commitment No. : 8049907 C-3 1 . Effective Date : January 29, 2001 at 7 : 00 A.M. 2 . Policy or policies to be issued: Amount Premium A. ALTA Owner' s Policy $TBD $TBD Proposed Insured: To Be Determined B. ALTA Loan Policy $ $ Proposed Insured: Record Deeds $10 . 00 3 . The estate or interest in the land described or referred to in this commitment and covered herein is fee simple and title thereto at the effective date hereof vested in: Robert L. Parsons 4 . The land referred to in this commitment is described as follows : (SEE ATTACHED PAGE FOR LEGAL DESCRIPTION) TRANSNATION TITLE INSURANCE COMPANY By Teri L. Faulkner Authorized Signature Issued: February 05, 2001 r TLF/sls • TRANSNATION TITLE INSURANCE COMPANY Commitment No. : 8049907 C-3 SCHEDULE A - Continued LEGAL DESCRIPTION Lot B of Amended Recorded Exemption No. 0705-08-3-AmRE2357, recorded March 16 , 2000 as Reception No. 2755949, being a part of the S1/2 of Section 8, Township 7 North, Range 67 West of the 6th P.M. , County of Weld, State of Colorado . EXCEPTING THEREFROM a parcel of land conveyed to the Water Supply & Storage Company, by deed recorded March 3 , 1908 in Book 250 at Page 347 . EXCEPTING THEREFROM a parcel of land conveyed to State Department of Highways Division of Highways, State of Colorado, by deed recorded March 8, 1989 in Book 1226 as Reception No. 2172793 . Page 2 r TRANSNATION TITLE INSURANCE COMPANY Commitment No. : 8049907 C-3 SCHEDULE A - Continued REQUIREMENTS The following are the requirements to be complied with prior to the issuance of said policy or policies. Any other instrument recorded subsequent to the date hereof may appear as an exception under Schedule B of the policy to be issued. Unless otherwise noted, all documents must be recorded in the office of the clerk and recorder of the county in which said property is located. NOTE: PURSUANT TO SENATE BILL 91-14 (CRS 10-11-122) THE COMPANY WILL NOT ISSUE ITS POLICY OR POLICIES OF TITLE INSURANCE CONTEMPLATED BY THIS COMMITMENT UNTIL IT HAS BEEN PROVIDED A CERTIFICATE OF TAXES DUE OR OTHER EQUIVALENT DOCUMENTATION FROM THE COUNTY TREASURER OR THE COUNTY TREASURER' S AUTHORIZED AGENT; OR UNTIL THE PROPOSED INSURED HAS NOTIFIED OR INSTRUCTED THE COMPANY IN WRITING TO THE CONTRARY. NOTE: IF THIS TRANSACTION INCLUDES A SALE OF THE PROPERTY AND THE SALES PRICE EXCEEDS $100, 000 . 00, THE SELLER MUST COMPLY WITH THE DISCLOSURE/WITHHOLDING PROVISIONS OF C.R.S . 39-22-604 .5 (NONRESIDENT WITHHOLDING) . NOTE: EFFECTIVE SEPTEMBER 1, 1997, CRS 30-10-406 REQUIRES THAT ALL DOCUMENTS RECEIVED FOR RECORDING OR FILING IN THE CLERK AND RECORDER' S OFFICE SHALL CONTAIN A TOP MARGIN OF AT LEAST ONE INCH AND A LEFT, RIGHT AND BOTTOM MARGIN OF AT LEAST ONE-HALF INCH. THE CLERK AND RECORDER MAY REFUSE TO RECORD OR FILE ANY DOCUMENT THAT DOES NOT CONFORM. A. Deed from Robert L. Parsons to grantee (s) to be determined. NOTE: This commitment is subject to such other and further requirements as may be necessary when the name or names of the grantee are disclosed to the Company. Page 3 TRANSNATION TITLE INSURANCE COMPANY Commitment No. : 8049907 C-3 SCHEDULE B EXCEPTIONS The policy or policies to be issued will contain exceptions to the following unless the same are disposed of to the satisfaction of the Company: 1 . Rights or claims of parties in possession not shown by the public records . 2 . Easements, or claims of easements, not shown by the public records . 3 . Discrepancies, conflicts in boundary lines, shortage in area, encroachments, and any facts which a correct survey and inspection of the premises would disclose and which are not shown by the public records . 4 . Any lien, or right to a lien, for services, labor or material theretofore or hereafter furnished, imposed by law and not shown by the public records . 5 . Defects, liens, encumbrances, adverse claims or other matters, if any, created, first appearing in the public records or attaching subsequent to the effective date hereof but prior to the date the proposed insured acquires of record for value the estate or interest or mortgage thereon covered by this Commitment . Note: The above exception will not appear on policies where closing and settlement has been performed by the company. 6 . a. Taxes due and payable; and any tax, special assessments, charge or lien imposed for water or sewer service, or for any other special taxing district . b. Any and all unredeemed tax sales, if any. Note :Upon receipt of a Certificate of Taxes Due evidencing that there are no existing open tax sales, the above exception 6b will not appear on the policy to be issued hereunder. Note: PURSUANT TO CRS 10-11-122 NOTICE IS HEREBY GIVEN THAT: (A) THE SUBJECT PROPERTY MAY BE LOCATED IN A SPECIAL TAXING DISTRICT; (B) A CERTIFICATE F TAXES DUE LISTING EACHTAXING ISDICTION MAY BE OBTAINED FROM THE COUNTY TREASURER OR THE COUNTY TREASURER'S AUTHORIZED AGENT; (C) INFORMATION REGARDING SPECIAL DISTRICTS AND THE BOUNDARIES OF SUCH DISTRICTS MAY BE OBTAINED FROM THE BOARD OF COUNTY COMMISSIONERS, THE COUNTY CLERK AND RECORDER, OR THE COUNTY ASSESSOR. ✓-. Page 4 TRANSNATION TITLE INSURANCE COMPANY Commitment No. : 8049907 SCHEDULE B - Continued EXCEPTIONS 7 . Rights of way, whether in fee or easement only, for county roads 30 feet wide on each side of section and township lines as established by Order of the Board of County Commissioners for Weld County, recorded October 14 , 1889 in Book 86 at Page 273 . 8 . Reservation of right of proprietor of any penetrating vein or lode to extract his ore, in U.S . Patent recorded November 22 , 1923 in Book 333 at Page 165 . (Affects SW1/4) ditch 9 . Easemnt and rght ofWatere Supply &1Storagew Company 1by1 Sarah nJ. Johnson purposes ay for by instrument recorded September 3 , 1892 in Book 76 at Page 520 , in which the specific location of the easement is not defined. (Affects SW1/4) tches or als 10 . bysructed authority ofr the tUnited of yStates, i for anyn U. S . Patent nrecorded tJanuary 16, 1913 in Book 370 at Page 336 . (Affects SE1/4) 11 . Right of way, whether in fee or easement only, to operate and maintain its lines of telephone and telegraph, granted to Mountain States Telephone & Telegraph Co. by Fred Weiss by instrument recorded March 12 , 1915 in Book 376 at Page 395 , in which the specific location of the easement is not defined. (Affects SW1/4) Page 5 • TRANSNATION TITLE INSURANCE COMPANY Commitment No. : 8049907 C-3 SCHEDULE B - Continued EXCEPTIONS 12 . Right of way, whether in fee or easement only, for a public highway purposes, as granted to Weld County, Colorado by Fred Weiss Estate, by Carl Weiss, Administrator, recorded April 5 , 1951 in Book 1299 at Page 325 , affecting the following described property: A tract or parcel of land, in the SW1/4 of Section 8 , Township 7 North, Range 67 West of the 6th P .M. , in W particularly Colorado, llows : said tract or parcel being more TownshiP e 7 North Beginning at the Southwest corner S 49 of Section 8, East, along 7N the Range 67 West , thence South 89 deg South line of said Section 8 , a distance of 2637 . 9 feet to the 23 n Quarter along of theEast linelinelon of the thence SE1/4 ofNorth said Section 8 , minutes East, a distance of 35 . 3 feet ; 29hence minutess30asecondscWest , la31 . 3 feet ; distance of thence eeth 9 degrees thence 1106 . 6 feet to a point on the West line of said Section 8 ; South 0 degrees 28 minutes West , along the West line of said Section 8 , a distance of 36 . 7 feet, more or less, to the Point of Beginning . 13 . Right of way, whether in fee or easement only, for a public highway purposes, as granted to Weld County, Colorado 52yiDellak Lyckman and Walter H. Lyckman, recorded October 8 , 52 ins 1313 at Page 279, affecting the following described p P y: A tract or parcel of land in the SE1/4 of Section 8 , Township 7 North, Range 67 West of the 6th P .M. , in Weld County, Colorado, said tract or parcel being more particularly described as follows : Beginning at the Southeast Corner of Section 8 , Township 7 North, rt Range 67 West ; thence North 0 degrees 55 minutes East along East line of said Section 8, a ditncen of 50 . 0 feet ; thf ence West 4 a distance i of 2n 8 ; 0 feet to a point of said Section 8 ; thence South 0 degrees 23 minutes West , along5 the West line of the SE1/4 of said Section 8 , a distance of 43 .thenc5 South 8 ion feet to the 51 minutes 30 seconds Sou the t /4 said hwest alongtthe Southtlline of sh degrees a distance of 2638 . 5 feet, more or less , the of said Section 8 , Point of Beginning. 14 . Undivided 25% of all oil , gas and other minerals as reserved by Pineda & Sons Farms, Inc . , also known as Pinedaa &9 , 1S Sons, nook a02 Colorado Corporation in the deed recorded May as Reception No. 1824426, and any interests therein or rights thereunder. r Page 6 r-. ,-, TRANSNATION TITLE INSURANCE COMPANY Commitment No. : 8049907 C-3 SCHEDULE B - Continued EXCEPTIONS 15 . Covenants, Conditions and Restrictions, which does not contain a forfeiture or reverter clause, but omitting restrictions, if any, based on race , color, religion, or national origin as contained in instrument recordedMay 02179850 , and any and a 17 , lla Book amendments and supplements cthereto. tion o 16 . Undivided 50% of any and all production from 100% of minerals under the above property for a period of 20 years from the date of this deed and so long as production continues thereafter. It is the intent of this conveyance that grantee shall have all leasing rights, bonuses and delay rental income in said undivided 75%, 25% of production from all minerals, and that Grantor shall have 50% of production from all minerals . After the above 20 year period has passed and production ceased, Grantee shall have full and complete ownership of said undivided 3/4 interest , as reserved in Deed by Big Sky, a Colorado General Partnership to Richard A. DeNeui and Linda E. DeNeui, dated May 1, 1991, recorded May 6 , 1991 in Book 1298 as Reception No. 02249279 and any interests therein or rights thereunder . 17 . Right to Farm Covenant and Notes, as set forth on Amended Recorded Exemption No. 0705-08-3-AmRE2357 recorded March 16, 2000 as Reception No. 2755949 . 18 . Water and Supply Storage Ditch, Access and Utility Easments and reservation for State Highway No. 14 , all as shown on Amended Recorded Exemption No. 0705-08-3-AmRE2357 recorded March 16, 2000 as Reception No . 2755949 . NOTE: The following notices pursuant to CRS 9-1 . 5-103 concerning underground facilities have been filed with the Clerk and Recorder. These statements are general and do not necessarily give notice of underground facilities within the property. (a) Mountain Bell Telephone Company, recorded October 1, 1981 in Book 949 as Reception No. 1870705 . (b) Colorado Interstate Gas Company, recorded August 31, 1984 in Book 1041 as Reception No. 1979784 . (c) Associated Natural Gas, Inc . , recorded April 10 , 1989 in Book 1229 as Reception No . 2175917 . (d) Public Service Company of Colorado, recorded November 9, 1981 in Book 952 as Reception No. 1874084 . (e) Western Slope Gas Company, recorded March 9, 1983 in Book 990 as Reception No . 1919757 . Page 7 TRANSNATION TITLE INSURANCE COMPANY AUTHORIZATION TO WAIVE REQUIREMENT FOR TAX P I OLCYFCATE ISSUANCEIOR TO O The undersigned hereby authorize (s) the company to issue its title insurance policy or policies as contemplated under commitment tu of 8049907 without ordering tax certificates pursuant to provisions Senate Bill 91-14 (CRS 10-11-122) . Propose Insure Propose Insure �. Return to: Transnation Title Insurance Company 1113 10th Avenue Greeley, CO 80631 r QQ 1SSUEOBY COMMITMENT FOR TITLE INSURANCE ..0-,,, IssusoTRANSNATION TITLE INSURANCE COMPANY Transnation TRANSNATION TITLE INSURANCE COMPANY, an Arizona corporation, herein called the Company, for a valuable ified in Schedule A,in favor of the proposed Insuredrnamed in Schedule A,as owner orpmo gag eoof the estate or interest overedolicy or plicies of tit insurance,as thereby in the land described or referred to in Schedule A,upon payment of the premiums and charges therefor;all subject to the provisions of Schedules A and B and to the Conditions and Stipulations hereof. This Commitment shall be effective only when the identity of the proposed Insured surdat the time of the issuance the policc or r policies committed for have been inserted in Schedule A hereof by the Company, either Commitment or by subsequent endorsement. This Commitment is preliminary to the issuance of such policy or policies of title insurance and all liability and obligations hereunder shall cease and terminate 120 days after the effective date hereof or when the policy or policies committed for shall be issued,whichever first occurs,provided that the failure to issue such policy or policies is not the fault of the company. IN WITNESS WHEREOF,TRANSNATION TITLE INSURANCE COMPANY has caused its Corporate Name and Seal to be hereunto affixed;this instrument,including Commitment,Conditions and Stipulations attached,to become valid when coun- tersigned by an Authorized Officer or Agent of the Company. TRANSNATION TITLE INSURANCE COMPANY ( IOI14D IssutfA[[esC fr '`�(//1/F/irG, President Secretary *a Vote Conditions and Stipulations 1. The term mortgage, when used herein, shall include deed of trust, trust deed, or other security instrument. 2. If the ropose affecting the es knowledge tInsured has or acquires actual ate or interest or mortgage thereon cove ed by this Commitment other than those shown in Schedule B hereof,and shall fail to disclose such knowledge to the Company in writing,the Company shall be relieved from liability for any loss or damage resulting from any act of reliance hereon to the extent the Company is prejudiced by failure to so o disclose such knowledge. If the proposed Insured shall disclose such knowledge to the Company, or if the Company Company oterwise acquires actual knowledge of any such defect,lien,encumbrance, m or other ath is option may amend Schedule B of this Commitment adverse l accordingly, but such am amendment shall rnot e relieve the Company from liability previously incurred pursuant to paragraph 3 of these Conditions and Stipulations. 3. Liability panY under this Commitment shall be only to of Insured in the form of policy the named proposed Insured and such parties included or policies escommit under the definition committed for and only for actual loss incurred in reliance hereon in undertaking in good faith(a)to comply with the requirements hereof, or(b)to eliminate exceptions shown in Schedule B,or(c)to acquire or create the estate or interest or mortgage thereon covered by this Commitment. In no event shall such liability exceed the amount stated in Schedule A for the policy or policies committed for and such liability is subject to the insuring provisions,the Conditions and Stipulations,and the Exclusions from Coverage of the form of policy or policies committed for in favor of the proposed Insured which are hereby incorporated by reference and are made a part of this Commitment except as expressly modified herein. 4. out of the status of rights Any action or of the title to the estate o r proposed interest or the status of the mortgage thereon covered by this Commitment must be based on and are subject to the provisions of this Commitment. PA 3 ,....,,;..,.,I And Title Association Commitment-1966 STATE OF COLORADO DEPARTMENT OF TRANSPORTATION Region 4 Pt), SOT 1420 2nd Street ATTACH TO PERMIT#499117 ■aas. Greeley,Colorado 80631 FIRST EXTENSION (970)353.1232 Access Permit Extension Permit#499117 SH 14/143.596/LT Patrol 4120 December 16,2000 Robert Parsons 7517 E. Highway 14 Fort Collins,CO 80524 Dear Robert: In reply to your written request,this letter will be your authorization for the extension of Access Permit#499117, located on State Highway(SH) 14 at Mile Post 143.596/Left. Access Permit#499117 is hereby extended until December 16,2001. Sincerely, [l UfcrlAptGloria Hice-Idler Assistant Access Manager (970)350-2148 xc: Permit File Applicant Staff Traffic Mtce Patrol(2) h /t COLORADO DEPARTMENT OF TRANSPOR1 3N • •• COOT Permit No. STATE HIGHWAY ACCESS PERMIT 49911a State Highway NolMp/Side 14C/143.596/LT Permit fee Date of transmittal Region/Section/Patrol Local Jurisdiction 5100.00 December 6, 1999 4/1/20 Weld County The Permittee; The Applicant; Robert L. Parsons Robert L. Parsons 2330 Albany Avenue 2330 Albany Avenue Loveland, CO 80538 Loveland, CO 80538 (970) 203-1803 (970) 203-1803 is hereby granted permission to have an access to the state highway at the location noted below.The access shall be constructed,maintained and used in accordance with this permit, including the State Highway Access Code and any attachments,terms,conditions and exhibits.This permit may be revoked by the issuing authority if at any time the permitted access and its use violate any parts of this permit.The issuing authority,the Department and their duly appointed agents and employees shall be held harmless against any action for personal injury or property damage sustained by reason of the exercise of the permit. Location: - Access is to be located on State Highway 14, a distance of 3,143 feet east from Mile Post 143 on the north/left side. Access to Provide Service to single family dwellings - 8 • Other terms and conditions: MUNICIPALITY OR COUNTY APPROVAL Required only when the appropriate local authority retains issuing authority. By Date Title (X) Upon the signing of this permit the permittee agrees to the terms and conditions and referenced attachments contained herein. All construction shall be completed in an expeditious and safe manner and shall be finished within 45 days from initiation. The permitted access shall be completed in accordance with the terms and conditions of the permit prior to being used. The permittee shall notify Bob Broyles with the Colorado Department of Transportation in Pierce at (970) 834-1458 at least 48 hours prior to commencing construction within the State Highway right-of-way The person signing as the permittee must be the owner or legal representative of the property served by the permitted access and have full authority to accept • • = d it's terms and conditions. Pe ittee the ( "(-1_,.//,4741 Date7/ '/ f9 This permit is not valid until signed by a duly authorized representative of the Department. COLORADO DEPARTMENT OF TRANSPORTATION ,„—Ely Date(of issue) Title Region Access Manager -I .S.S H . -a 12117 /4191 FCopy Distribution: Required: Make copies as nece ary fo. Previous Editions are obsolete and may not be used 1.Region Local Authonty Inspector COOT Form#101 8/98 2.Applicant MTCE Patrol Traffic Engineer J.Slar Access Section DECLARATION OF COVENANTS, CONDITIONS, AND RESTRICTIONS FOR SKYLARK RANCH This declaration is made and entered into as of the day of 2001. WITNESSETH: WHEREAS, the Declarant is the owner of that certain real property located in the County of Weld, State of Colorado, legally described on Accompanied plat map attached hereto and incorporated herein by reference ("the Property" ) . WHEREAS, the declarant desires to provide for the maintenance of roads and desires to establish certain standards covering the Property by means of protective covenants to ensure the lasting beauty, value, and enjoyment of the Property; to this end and for the benefit of the owners thereof, the Declarant desires to subject the Property to the easements, covenants, conditions, restrictions, charges, and liens hereinafter set forth. NOW, THEREFORE, the Declarant hereby publishes and declares that the property shall be held, sold, conveyed, transferred, leased, subleased, and occupied subject to the following easements, covenants, conditions, and restrictions which shall run with the Property and shall be binding upon and inure to the benefit of all parties having any right, title, or interest in the Property or any portion thereof, their heirs, personal representatives, successors, and assigns. Additionally, as a requirement and made conditional by Weld County, the "Right to Farm Covenant of Weld County" shall be included and made a part of the Skylark Ranch Covenants. This Covenant shall be included and reads as follows: Weld County is one the most productive agricultural counties in the United States, ranking fifth in total market value of agricultural products sold. The rural areas of Weld County may be open and spacious, but they are intensively used for agriculture. Persons moving into a rural area must recognize and accept there are drawbacks, including conflicts with long-standing agricultural practices and a lower level of services than are in town. Along with the drawbacks come the incentives which attract urban dwellers to relocate to rural area: open views, spaciousness, wildlife, lack of city noise and congestion, and the rural atmosphere and way of life. Without neighboring farms, those features which attract urban dwellers to rural Weld County would quickly be gone forever. Agricultural users of the land should not be expected to change their long established agricultural practices to accommodate the intrusions of urban users into a rural area. Well run agricultural activities will generate off site impacts, including noise from tractors and equipment; slow moving farm vehicles on rural roads; dust from animal pens, field work, harvest, and gravel roads; odor from animal confinement, silage, and manure; smoke from ditch burning, flies and mosquitoes; and the use of pesticides and fertilizers in the fields, including the use of aerial spraying. Ditches and reservoirs cannot simply be moved out of the way of residential development without threatening the efficient delivery of irrigation to fields which is essential to farm production. Section 35-3.5-102, C.R.S. , provides that an agricultural operation shall not be found to be a public or private nuisance if the agricultural operation EXHIBIT 1 /0 alleged to be a nuisance employs methods or practices that are commonly or reasonably associated with agricultural production. Weld County covers a land area of over 4, 000 square miles in size (twice the State of Delaware) with more than 3, 700 miles of state and county roads outside of municipalities. The sheer magnitude of the area to be served stretches available resources. Law enforcement is based on responses to complaints more than on patrols of the county and the distances which must be traveled may delay all emergency responses, including law enforcement, ambulance, and fire. Fire protection is usually provided by volunteers who must leave their jobs and families to respond to emergencies. County gravel roads, no matter how often they are bladed, will not provide the same kind of surface expected from a paved road. Snow removal priorities mean that roads from subdivisions to arterials may not be cleared for several days after a major snowstorm. Snow removal for roads within subdivisions are of the lowest priority for public works or may be the private responsibility of the homeowners. Services in rural areas, in may cases, will not be equivalent to municipal services. Rural dwellers must, by necessity, be more self sufficient than urban dwellers. Children are exposed to different hazards in the county than in an urban or suburban setting. Farm equipment and oil field equipment, ponds and irrigation ditches, electrical power for pumps and center pivot operations, high speed traffic, sand burs, puncture vines, territorial dogs, and livestock present real threats to children. Controlling children's activities is important, not only for their safety, but also for the protection of the farmer's livelihood. Parents are responsible for their children. ARTICLE I. DEFINITIONS Section 1: "Association" shall mean and refer to The Landowners Association for Skylark Ranch, a nonprofit corporation, organized and existing under the laws of the State of Colorado. Section 2: "Parcel" shall mean and refer to each of the five (5) individual parcels of the Property intended to be sold, transferred, or conveyed as a separate parcel by the Declarant, as designated on the plat of the Property attached hereto and incorporated herein by reference. Each of the five (5) Parcels is legally described per included plat incorporated herein by reference. The Parcels shall be referred to by lot numbers as designated on this same plat. Section 3: "Owner" shall mean and refer to the recorded or owner of record, whether one or more persons or entities, of any Parcel, but excluding those having such interest merely as a security for the performance of an obligation. In the event a contract or contract for deed, the purchaser under such contract shall be the "Owner" for purposes of this Declaration, and the seller shall be considered to have an interest in the Parcel which is the subject of the contract as security for the performance of the contract by the purchaser. Section 4: "Road(s)" shall mean and refer to all existing roads of the Property which provide vehicular access from Colorado State Highway 14 to the Parcels. "Roads" shall not include private driveways constructed by individual Owners to provide access from the Road to dwellings or other structures located upon such Owners' Parcels. Section 5: "Road and Utility Easement" shall mean and refer to a minimum easement sixty (60) feet in width, thirty (30) feet on each side of the 2 -- centerline of said road, as shown on the plat map of Skylark Ranch Minor Subdivision attached hereto and incorporated herein by reference. The Road(s) are located within the Road and Utility Easement. Section 6: "Main Road" shall mean and refer to that portion of the Road which provides access to other properties lying to the north and east of the Parcels. The Main Road is located within that portion of the Road and Utility Easement which is delineated per plat map for Skylark Ranch Minor Subdivision. Section 7: "Common Expenses" shall mean and refer to the actual cost to the Association of the following: the Association' s proportionate share of the cost of the repair, maintenance, and renovation of the Main Road; the costs and expenses of management and administration of the association; legal and accounting fees; insurance premiums; wages; expenses and liabilities incurred by the Association pursuant to or by reason of this Declaration; the payment of any deficit from a previous period; and the creation of a reasonable reserve fund. Section 8: "Board of Directors" shall mean and refer to the duly elected Board of Directors of the Association. Section 9: "Skylark Ranch" shall mean and refer to the Landowners Association, a Colorado nonprofit corporation„ its successors and assigns. ARTICLE II. ASSOCIATION MEMBERSHIP AND VOTING RIGHTS Section 1: Membership. Every Owner of a Parcel shall become a member of the Association upon acquisition of such Parcel. Membership shall be appurtenant to, and may not be separate from, ownership of the Parcel. Membership shall pass by operation of law upon the sale of such Parcel, which sale may be by deed or by installment land contract. Section 2: Voting. Each Owner shall have one (1) vote for each Parcel owned. When more than one person or entity holds a beneficial interest in a Parcel as a joint tenant, tenant in common, or otherwise, all such persons shall be members of the Association but shall be considered as only one Owner for voting purposes. ARTICLE III. EASEMENTS Section 1: Road and Utility Easement. The Declarant hereby grants, bargains, sells, conveys, and quit claims to each Owner and reserves unto itself so long as it is an Owner a nonexclusive, perpetual easement over, across, and upon the Road and Utility Easement. The Road and Utility Easement shall be appurtenant to and shall pass with title to each Parcel. The Road and Utility conveyed as an appurtenance to a Parcel. Each Owner of a Parcel shall have a nonexclusive right to use the Roads; provided, however, that no Owner' s use of the Roads shall substantially interfere with the right of any other Owner with respect thereto. Each Owner of such Parcel shall have a nonexclusive right to grant and convey utility easements to public or quasi-public entities providing utility services for the installation and maintenance of pipes, conduits, wires, and lines under the Road and Utility Easement to provide water, sewer, gas, electric, telephone, television, or their utility services to the Parcels; provided, however, that installation of utility pipes, conduits, wires, or lines shall be underground and shall not interfere with any other utility lines previously installed within the Road and Utility Easement, and provided further that any damage to the road shall be promptly repaired and the road restored to its original condition prior to 3 the installation of such utility services and facilities, at the expense of the owner or utility doing such work. Section 2: Blanket Utility Easement. The Declarant hereby reserves to itself and its successors and assigns a nonexclusive, utility easement over and across the Property. Use of the easement shall be limited to the construction, installation, and maintenance of lines and poles to provide electric and telephone service to the Parcels. The Declarant shall have the right to grant easements over and across the Property to public or quasi-public entities providing telephone and electric service to Parcels of the Property. Upon conveyance of easements to public or quasi-public entities which provide telephone and electric service to the Parcels, the Declarant shall have no further right to grant easements over and across the Property pursuant to the terms of this Section 3 and shall execute such documents and instruments as may be reasonably required to evidence the release of this blanket utility easement and the Declarant's right to grant easements over and across the Property pursuant to the terms of this Section 3. Section 3: Utility Lines. The main lines for telephone and electric service which have been or will be installed by the utility companies at the expense of the Declarant are or will be located underground. All utility lines installed by an Owner or his agents shall be underground and shall be installed within the Road and Utility Easement or within the boundaries of the Owner' s Parcel. The trench for all such utility lines shall be reseeded within a reasonable period of time after the trench is completed at the expense of the Owner installing such lines. Section 4: Maintenance of the Main Road. The Owners shall be responsible for paying a portion of the cost of the maintenance, repair, and renovation of the Main Road. The maintenance and repair of the Main Road is to be provided by the Skylark Ranch Owners Association. Each Owner shall pay to the Association for the maintenance and repair of the Main Road an amount equal their proportionate share due by means of an annual common expense assessment made by the Skylark Ranch Owners Association against each parcel owned by a member of the Skylark Ranch Association. The Association, on behalf of the Owners, shall pay the Owners' share of the cost of the maintenance, repair, and renovation of the Main Road to the Skylark Ranch Association. ARTICLE IV. ASSESSMENT FOR COMM EXPENSES Section 1: Personal Obligation of Owners for Common Expenses. The Declarant, for each Parcel owned, hereby covenants and each Owner of any Parcel, by acceptance of a deed therefor, whether or not it shall be so expressed in such deed, is deemed to covenant and agree to pay all assessments imposed by the Association to meet the estimated Common Expenses. Assessments for the estimated Common Expenses shall be due annually or at such other intervals as may be set by the Association from time to time. The Association shall prepare and deliver by mail to each Owner a statement for the annual assessment for Common Expenses. Section 2: Amount of Assessment. All Common Expenses, except special assessments made pursuant to Article III, Section 2, above, shall be made equally among the Parcels. The amount of the assessment for the Common Expenses which shall be paid by each Owner shall be determined by dividing the aggregate sum the Association reasonably determines to be paid by all Owners by five (5) and each Owner shall pay his or her proportionate share of such aggregate sum based upon the number of Parcels owned. 4 r. ARTICLE V. LIEN FOR NONPAYMENT OF COMMON EXPENSES Section 1: Effect of Nonpayment of Common Expenses, Remedies of the Association. It shall be the duty of each Owner to pay his or her proportionate share of all assessments made by the Association for Common Expenses pursuant to this Declaration. Unpaid assessments shall bear interest from the date due until paid at the rate of eighteen percent (18%) per annum. In addition, any Owner who fails to pay an assessment when due ("the Defaulting Owner" ) shall be obligated to pay to the Association on demand all costs and expenses incurred by the Association, including reasonable attorney's fees, in attempting to collect the delinquent assessments. The total amount due from a Defaulting Owner, including unpaid assessments, interest, costs, and attorney's fees, shall constitute a lien on the Defaulting Owner's Parcel prior to all other liens and encumbrances, recorded or unrecorded, except (a) taxes, special assessments, and special taxes therefore or thereafter levied by any political subdivision or municipal corporation of this state and other state or federal taxes which, by law, are a lien on the interest of such Owner prior to the preexisting recorded encumbrances thereon; (b) all sums unpaid on a mortgage or deed of trust of record representing a first lien against the Defaulting Owner' s Parcel; and (c) all sums unpaid on a mortgage or deed of trust against the Defaulting Owner's Parcel which secures a promissory note or other evidence of indebtedness payable to the Declarant, including all unpaid obligatory sums as may be provided by such encumbrance and including additional advances made thereon prior to the arising of this lien. The lien for unpaid assessments herein created shall be prior to and superior to any homestead exemption or other exemption under or by virtue of any law of the United States or State of .-. Colorado now existing or hereafter enacted; and each Owner, by acceptance of a deed to a Parcel, expressly waives and releases any such homestead right or exemption, but only with respect to the assessment lien. Section 2: Evidence of Lien. To evidence such lien for unpaid Common Expenses, the Association shall prepare a written notice setting forth the amount, the name of the Defaulting Owner, and a description of the Defaulting Owner's Parcel. Such notice shall be signed on behalf of the Association by an officer of the Association and shall be recorded in the records of the Clerk and Recorder of Weld County, Colorado. Such lien may be enforced by foreclosure by the Association of the Defaulting Owner' s Parcel in like manner as mortgages on real property. The lien provided for herein shall be in favor of the Association and for the benefit of all Owners. In any such foreclosure, along with any accumulated interest due and owing the Defaulting Owner shall be required to pay all costs and expenses of such proceedings; the costs, expenses, and attorney's fees for filing the notice of claim of lien; and all reasonable attorney's fees incurred in connection with such foreclosure. The Defaulting Owner shall also be required to pay to the Association any Common Expenses due and owing during the period of foreclosure, along with any accumulated interest due and owing and the Association shall be entitled to the appointment of a receiver to collect the same. The Association shall have the power to bid on the Parcel 4t the foreclosure sale and to acquire, hold, lease, mortgage, and convey the same. Any encumbrancer holding a lien on a Parcel may, but shall not be required to, pay any unpaid Common Expenses due and owing with respect thereto; and upon such payment, such encumbrance shall have a lien on such Parcel for the amount paid of the same rank as the lien of his or its encumbrance. Section 3: Personal Obligation to Pay Common Expenses. Assessments made by the Association against each Owner for his or her proportionate share of the common Expenses shall be the personal and individual debt of the Owner at 5 the time the assessment is made. Suit to recover a money judgment for unpaid Common Expenses, interest, costs, expenses, and attorney' s fees shall be maintainable without foreclosing or waiving the lien securing the same. No Owner may exempt himself or herself from liability for such contribution toward the Common Expenses by waiver of the use and enjoyment of the Roads or by abandonment of his or her Parcel. Section 4: Liability of Grantee. The grantee of a Parcel shall be jointly or severally liable with the grantor for all unpaid Common Expenses against the Parcel assessed and due prior to the time of the grant or conveyance without prejudice to the grantee's right to recover from the grantor the amounts paid by the grantee; provided, however that upon written request and payment of a reasonable fee established by the Association not to exceed Twenty Dollars ($20) , any such prospective grantee shall be entitled to a statement from the Association setting forth the amount of the unpaid Common Expenses, if any, with respect to the subject Parcel; the amount of the current assessment for Common Expenses; the period covered by the current assessment; the date the current assessment comes due; and the amount of any credit for advance payment or for prepaid items. Said statement shall be conclusive upon the Association. Unless such request for a statement of indebtedness shall be complied with be the Association within twenty one (21) days of such request, then such grantee shall not be liable for, nor shall the Parcel by conveyed subject to, a lien for any unpaid Common Expenses against the subject Parcel as of the date of the request for statement of indebtedness. ARTICLE VI. USE RESTRICTIONS Section 1: Land Use and Building Type. No building or other structure shall be erected, altered, placed, or permitted to remain on any Parcel other than one (1) single-family residential dwelling per Parcel with attached or unattached garage, residential guest houses, and nonresidential outbuildings and structures or other appurtenant structures. No residential dwelling shall be erected, altered, or permitted to remain on any Parcel of the Property unless the ground floor area thereof, exclusive of basements, open porches, and garages, is not less than two thousand two hundred (2, 200) square feet for a single-story dwelling and a total of two thousand five hundred (2, 500) square feet for a two-story or other multi-level dwelling. Each residential dwelling shall include an attached or detached garage having space for a minimum of three (3) automobiles. The surface material, color, and finish appearance of all buildings or structures to be constructed on any Parcel shall be consistent with the surroundings. All houses in the subdivision shall be constructed of stone, brick, dryvit, stucco, and frame, or other construction materials approved by Grantor. No asbestos siding shall be used in the construction of any house, nor shall cinder blocks or concrete blocks be exposed on any exterior wall without the written approval of the Grantor or its designee. Any water or sewer facilities constructed or installed by an Owner on any Parcel of the Property shall strictly comply with all building codes and health department regulations of Weld County, Colorado, or such other governmental entity as may have jurisdiction over the Property. The exterior of any structure shall be completed within twelve (12) months after commencement of construction. Section 2: Architectural Control. Until such a time as a principal residence is constructed on each and every lot of Skylark Ranch, no construction of any structure, fence, wall, inground swimming pool or other improvement, shall occur without the expressed approval of the Grantor or its designee. 6 ^ ^ Section 3: Setbacks. No building or other structure (except fences) shall be constructed within forty (40) feet of the boundary line between Parcels. Eaves, steps, and open porches (not roofed) shall not be considered part of a building for purposes of the foregoing setbacks. The minimum building setback, the rear yard and the side yards shall conform to the current zoning ordinance controlling these dimensions. Section 4 : Easements. Easements for installation and maintenance of utilities and drainage facilities are received as shown on the recorded plat. Within these easements no structure, planting or other material shall be placed or permitted to remain which may damage or interfere with the installation and maintenance of utilities, or which may change the direction of flow of drainage channels in the easements, or which may obstruct or retard the flow of water through drainage channels in the easements . The easement area of each lot and all improvements in it shall be maintained continuously by the owner of the lot except for those improvements for which a public authority or utility company is responsible. Section 5: Resubdivision. No Parcel of the Property as originally conveyed by the Declarant may be further subdivided into one or more smaller parcels. Section 6: Grading and Drainage. The topography of a Parcel shall not be altered in any manner which would cause unusual quantities of water from any source to flow from the Parcel onto any other Parcel or onto any Road. All surface areas disturbed by construction of residential dwellings or other buildings or improvements shall be promptly restored as near as practical to their natural condition and shall be appropriately landscaped. Section 7: Maintenance of Parcels and Improvements. Owners of Parcels shall keep or cause to be kept all buildings, fences, and other structures located on their Parcels in good repair. Rubbish, refuse, garbage, and other solid, semi-solid, and liquid waste shall be kept within sealed containers, shall not be allowed to accumulate on any Parcel, and shall be disposed of in a proper and sanitary manner. No Parcel shall be used or maintained as a dumping ground for such materials. All containers shall be kept in a neat, clean, and sanitary condition and shall be stored inside a garage or other approved structure. No trash, litter, or junk shall be permitted to remain exposed upon any Parcel and visible from the Roads or other Parcels. Burning of trash on any Parcel shall be prohibited. No lumber or other building materials shall be stored or permitted to remain on any Parcel unless screened from view from other Parcels and from the Road, except for reasonable storage during construction. Section 8: Nuisance. Nothing shall be done or permitted on any Parcel which is or may become a nuisance. No obnoxious or offensive activities or commercial businesses or trades shall be conducted on any Parcel, except home occupations as defined and permitted by the zoning resolution of Weld County, Colorado, or other governmental entity having jurisdiction over the Property. For purposes of this provision, ungaraged, inoperative automobiles, boats, trailers, machines, or other equipment which remain on any Parcel for more than thirty (30) days shall be deemed to be a nuisance unless such inoperative automobiles, boats, trailers, machines, or other equipment are stored in a garage or other building or are otherwise screened from the view of other Parcels and form the subdivisions main road. Section 9: Temporary Residence. No structure of a temporary character, including trailers, campers, mobile homes, basements, garages, tents, accessory buildings, or vehicles, shall be used on any Parcel for residential purposes during the construction of a permanent dwelling or at any other time. 7 Section 10: Fences. Fences shall be permitted; provided, however, that no fence shall be constructed so as to interfere with a Road. Walls or fences to be erected on any lot shall need to be approved and the plans for such shall be first submitted to the Grantor as set forth above. At the discretion of the Grantor privacy fences, which shall not exceed six (6) feet in height, may be allowed in connection with small private areas adjacent to the rear of the single family dwelling, such as a patio, a deck or a Jacuzzi. Section 11: Signs. No sign of any character shall be displayed or placed upon any Parcel, with the following exceptions; (a) one (1) sign per Parcel of not more than six (6) square feet in total area advertising a Parcel or house for sale shall be permitted on any Parcel; (b) until such time as the Declarant is no longer the Owner of a Parcel of the Property, the Declarant or its agent shall have the right to place one or more signs on the Property, without limitation as to size, offering the Property or Parcels of the Property for sale. Section 12: Household Pets & Livestock. Household pets, such as dogs and cats, shall be permitted on any Parcel, provided that said pets are restricted by leash or confined by fence within that portion of the Parcel, are properly trained and are at all times within the control of and controlled by the Owner. Household pets may not be kept, bred, or maintained on any Parcel for commercial purposes. (a) Livestock. No animals, livestock, or poultry of any kind shall be raised, maintained, bred or kept on any lot for any commercial purpose. Livestock such as sheep, horses and cattle, may be kept on a basis of one animal unit per acre owned. No swine may be kept on property. Poultry may be kept, but no more than 15 head per lot, and must be confined in pens. Section 13: Mobile and Modular Homes. No mobile, modular, or other prefabricated homes shall be permitted on any Parcel of the Property. Section 14: Damage or Destruction of Improvements. In the event any residential dwelling or other structure constructed on a Parcel is damaged, either in whole or in part, by fire or other casualty, said dwelling or other structure shall be promptly rebuilt or remodeled to comply with this Declaration; or in the alternative, if the dwelling or other structure is not to be rebuilt, all remaining portions of the damaged structure, including the foundation and all debris, shall be promptly removed from the Parcel, and the Parcel shall be restored to its natural condition existing prior to the construction of the dwelling or other structure. Section 15: Storage Tank and Containers. No elevated tanks of any kind shall be erected, placed, or permitted to remain on any Parcel of the Property unless such tanks are screened from view from other Parcels and from the Road by fencing or landscaping. All air conditioning, refrigeration, cooling, heating, or other mechanical equipment which is located outside of a dwelling or other structure on a Parcel shall be screened from view from other Parcels and from the Road by fencing or landscaping. Section 16: Trash Collection. The Association, acting through its Board of Directors, shall have the right to require that any trash collection within the Property be performed by one company and that trash be collected from all Parcels by such company on the same day of each week. Notwithstanding such requirement, the cost of trash collection shall be paid by each Owner directly to the trash collection company, and the Association shall not have the obligation to assess the cost of trash collection as a common expense. Nothing herein contained shall be construed to prohibit an Owner from personally disposing of trash from his or her Parcel of the Property. If an 8 Owner elects to have his trash collected by a trash collection company, the Association shall have the right, pursuant to the terms of this provision, to require that all trash be collected by the same company and on the same day of each week. Section 17: Antennae. No antenna or satellite dish shall be constructed, installed, or permitted to remain on any parcel unless fully and completely screened from view from any other Parcel, from any residential dwelling constructed on any Parcel, or from the Road. Small diameter satellite dishes when mounted to a house shall be placed to be as inconspicuous as possible. ARTICLE VII. GENERAL PROVISIONS Section 1: Enforcement. Enforcement of these Declarations shall be by appropriate proceedings at law or in equity against those persons or entities violating or attempting to violate any covenant, condition, or restriction herein contained. Such judicial proceeding shall be for the purpose of removing a violation, restraining a future violation, for recovery of damages for any violation, for recovery of Common Expenses due, for foreclosure of a Lien for unpaid Common Expenses, or for such other and further relief as may be available. Such judicial proceedings may be prosecuted by an Owner or by the Association on behalf of its members, and the Association may assess the cost of any action commenced by the Association as a Common Expense. In the event it becomes necessary for an Owner or the Association to commence an action to enforce this Declaration, the court shall award to the prevailing party in such litigation, in addition to such damages as the court may deem just and proper, an amount equal to the costs and reasonable attorney's fees incurred by the prevailing party in connection with such litigation. The failure to enforce or to cause the abatement of any violation of this Declaration shall not preclude or prevent the enforcement thereof or of a further or continued violation, whether such violation shall be of the same or of a different provision of this Declaration. Section 2: Severability. Should any part or parts of this Declaration be declared invalid or unenforceable by any court of competent jurisdiction, such decision shall not affect the validity of the remaining provisions. Section 3: Duration. This Declaration shall run with the land, shall be binding upon all persons owning Parcels and any persons hereafter acquiring said parcels, and shall be in effect for a period of thirty (30) years from and after the date hereof, after which period this Declaration shall cease to be and shall be of no further force or effect unless the Owners of a majority of The Parcels shall elect in writing duly filed to extend this Declaration for an additional specified period. At the end of said specified period, this Declaration shall cease to be and shall be of no further force or effect unless similarly extended for an additional period or period. Provisions for maintenance of the Road and payment of the costs thereof shall not be permitted to lapse unless other provisions are made for maintenance of the Road. Section 4 : Amendment. This Declaration may be altered or amended in whole or in part at any time the then record Owners of all Parcels so elect through a duly written and recorded instrument. 9 IN WITNESS WHEREOF, the Declaring has caused this Declaration to be executed as of the day and year first above written. ATTEST: (seal) By: ROBERT L. PARSONS, GRANTOR STATE OF COLORADO ss. COUNTY OF WELD ) The foregoing instrument was subscribed, sworn to, and acknowledged before me this day of , by ROBERT L. PARSONS AS GRANTOR OF THE SKYLARK RANCH ASSOCIATION. Witness my hand and official seal. My commission expires: Notary Public 10 IMPROVEMENTS AGREEMENT ACCORDING TO POLICY REGARDING COLLATERAL FOR IMPROVEMENTS (PRIVATE ROAD MAINTENANCE) THIS AGREEMENT,made and entered into this day of ,20 ,by and between the County of Weld, State of Colorado, acting through its Board of County Commissioners, hereinafter called "County," and R&BEI2T (.. PAP..�?1,5 hereinafter called"Applicant." WITNESSETH: WHEREAS, Applicant is the owner of, or has a controlling interest in the following described property in the County of Weld, Colorado: PART OF 52 SF-COOKS g, Y 7,J, 2(07 W of THE &Tl RM. NEW 2DVMT/, COLOI2ADO, WHEREAS, a Final Subdivision/Planned Unit Development (PUD) plat of said property, to be known as 50 LAI2K RA►. LJ M►kick C.13D►V►5►0►.J has been submitted to the County for approval, and WHEREAS, relevant Sections of the Weld County Code provide that no Subdivision Final Plat, Planned Unit Development Final Plat, or Site Plan shall be approved by the County until the Applicant has submitted a Subdivision Improvement Agreement guaranteeing the construction of the public improvements shown on plans, plats and supporting documents of the Subdivision Final Plat,Planned Unit Development Final Plat, or Site Nan, which improvements, along with a time schedule for completion, are listed in Exhibits"A" and "B" of this Agreement. NOW, THEREFORE, IN CONSIDERATION OF the foregoing and of the acceptance and approval of said Final Plat, the parties hereto promise, covenant and agree as follows: 1.0 Engineering Services: Applicant shall furnish, at its own expense, all engineering services in connection with the design and construction of the Subdivision or Planned Unit • Development improvements listed on Exhibit "A," which is attached hereto and incorporated herein by reference. 1.1 The required engineering services shall be performed by a Professional Engineer and Land Surveyor registered in the State of Colorado, and shall conform to the standards and criteria established by the County for public improvements. 1.2 The required engineering services shall consist of, but not be limited to, surveys, designs,plans and profiles,estimates,construction supervision,and the submission of necessary documents to the County. EXHIBIT 1 Revised 01/08/2001 M:\C'IB\CLB FORM S W P RIV ATE 1.3 Applicant shall furnish drawings and cost estimates for roads within the Subdivision or Planned Unit Development to the County for approval prior to the letting of any construction contract. Applicant shall furnish one set of reproducible "as-built" drawings and a final statement of construction cost to the County. 2.0 Rights-of-Way and Easements: Before commencing the construction of any improvements herein agreed upon,Applicant shall acquire,at its own expense,good and sufficient rights- of-way and easements on all lands and facilities traversed by the proposed improvements. 3.0 Construction: Applicant shall furnish and install, at its own expense, the Subdivision or Planned Unit Development improvements listed on Exhibit"A," which is attached hereto and incorporated herein by reference, according to the construction schedule set out in Exhibit"B"which is also attached hereto and incorporated herein by reference. 3.1 Said construction shall be in strict conformance to the plans and drawings approved by the County and the specifications adopted by the County for such public improvements. Whenever a Subdivision or Planned Unit Development is proposed within three miles of an incorporated community located in Weld County or located in any adjacent county, the Applicant shall be required to install improvements in accordance with the requirements and standards that would exist if the plat were developed within the corporate limits of that community. If the incorporated community has not adopted such requirements and standards at the time the Subdivision or Planned Unit Development is proposed, the requirements and standards of the County shall be adhered to. If both the incorporated community and the County have requirements and standards,those requirements and standards that are more restrictive shall apply. 3.2 Applicant shall employ,at its own expense,a qualified testing company previously approved by the County to perform all testing of materials or construction that is required by the County; and shall furnish copies of test results to the County. 3.3 At all times during said construction, the County shall have the right to test and inspect, or to require testing and inspection of material and work at Applicant's expense. Any material or work not conforming to the approved plans and specifications shall be removed and replaced to the satisfaction of the County at Applicant's expense. 3.4 Applicant shall furnish proof that proper arrangements have been made for the installation of sanitary sewer or septic systems, water, gas, electric and telephone services. 3.5 Said Subdivision or Planned Unit Development improvements shall be completed, according to the terms of this Agreement, within the construction schedule appearing in Exhibit"B." The Board of County Commissioners, at its option,may grant an extension of the time of completion shown on Exhibit"B"upon application by the Applicant subject to the terms of Section 6 herein. 2 Revised 01/08/1001 M:\CTB\CTBFO RMSAPRI V ATE • 4.0 Release of Liability: Applicant shall indemnify and hold harmless the County from any and all liability loss and damage County may suffer as a result of all suits, actions or claims of every nature and description caused by, arising from, or on account of said design and construction of improvements,and pay any and all judgments rendered against the County on account of any such suit, action or claim, together with all reasonable expenses and attorney fees incurred by County in defending such suit, action or claim whether the liability, loss or damage is caused by, or arises out of the negligence of the County or its officers, agents, employees, or otherwise except for the liability, loss, or damage arising from the intentional torts or the gross negligence of the County or its employees while acting within the scope of their employment. All contractors and other employees engaged in construction of the improvements shall maintain adequate worker's compensation insurance and public liability insurance coverage,and shall operate in strict accordance with the laws and regulations of the State of Colorado governing occupational safety and health. (THERE IS NO SECTION 5) 6.0 Approval of Streets by the County: Upon compliance with the following procedures by the Applicant, streets within a Subdivision or Planned Unit Development may be approved by the County as public roads and will be maintained and repaired by a Homeowners Association or, in its absence, the owners of lots within the Subdivision or Planned Unit Development. 6.1 If desired by the County,portions of street improvements may be placed in service when completed according to the schedule shown on Exhibit"B,"but such use and operation shall not constitute an approval of said portions. 6.2 County may,at its option,issue building permits for construction on lots for which • street improvements detailed herein have been started but not completed as shown on Exhibit"B,"and may continue to issue building permits so long as the progress of work on the Subdivision or Planned Unit Development improvements in that phase of the development is satisfactory to the County; and all terms of this Agreement have been faithfully kept by Applicant. 6.3 Upon completion of the construction of streets within a Subdivision or Planned Unit Development and :the filing of a Statement of Substantial Compliance, the applicant(s)may request in writing that the County Engineer inspect its streets and recommend that the Board of County Commissioners partially approve them. Not sooner than nine months after partial approval, the County Engineer shall, upon request by the applicant, inspect the subject streets, and notify the applicant(s) of • any deficiencies. The County Engineer shall reinspect the streets after notification from the applicant(s) that any deficiencies have been corrected. If the County Engineer finds that the streets are constructed according to County standards,he or she shall recommend full approval. Upon a receipt of a positive unqualified recommendation from the County Engineer for approval of streets within the development,the Board of County Commissioners shall fully approve said streets as public but with private pay. • 3 Revised M/09/!001 M:\CTB\CTBPORMS APRIVATS • 7.0 General Requirements for Collateral: 7.1 The value of all collateral submitted to Weld County must be equivalent to One- Hundred percent (100%) of the value of the improvements as shown in this Agreement. Prior to Final Plat approval, the applicant shall indicate which of the five types of collateral preferred to be utilized to secure the improvements subject to final approval by the Board of County Commissioners and the execution of this Agreement. Acceptable collateral shall be submitted and the plat recorded within six (6) months of the Final Plat approval. If acceptable collateral has not been submitted within six (6) months then the Final Plat approval and all preliminary approvals shall automatically expire. Applicant may request that the County extend the Final Plat approval provided the cost estimates are updated and the development plans are revised to comply with all current County standards, policies and regulations. The improvements shall be completed within one (1) year after the Final Plat approval(not one year after acceptable collateral is submitted) unless the applicant(s) requests that this Agreement be renewed at least thirty (30) days prior to its expiration and further provides that cost estimates for the remaining improvements are updated and collateral is provided in the amount of One- Hundred percent (100%) of the value of the improvements remaining to be completed. If improvements are not completed and the agreement not renewed within these time frames,the County, at its discretion, may make demand on all or a portion of the collateral and take steps to see that the improvements are made. 7.2 The applicant may choose to provide for a phased development by .means of designating filings of a Planned Unit Development Final Plat or Subdivision Final Plat. The applicant would need only to provide collateral for the improvements in each filing as approved. The County will place restrictions on those portions of the property that are not covered by collateral which will prohibit the conveyance of the property or the issuance of building permits until collateral is provided or until improvements are in place and approved pursuant to the requirements for a Request for Release of Collateral. 7.3 The applicant intends to develop in accordance with Exhibits "A"and"B." 8.0 Improvements Guarantee: The five types of collateral listed below are acceptable to Weld County subject to final approval by the Board of County Commissioners. 8.1 An irrevocable Letter of Credit from a Federal or State licensed financial institution on a form approved by Weld County. The Letter of Credit shall state at least the following: 8.1.1 The Letter of Credit shall be in an amount equivalent of One-Hundred percent (100%) of the total value of the improvements as set forth in Section 6.0 and Exhibits "A" and"B." 8.1.2 The Letter of Credit shall provide for payment upon demand to Weld County if the developer has not performed the obligations specified in the Improvements Agreement and the issuer has been notified of such default. 4 Revised 01/08/2001 M:1CTB\CTBFORMS APRIvATE 8.1.3 The applicant may draw from the Letter of Credit in accordance with the provisions of this policy. 8.1.4 The issuer of the Letter of Credit shall guarantee that, at all times the unreleased portion of the Letter of Credit shall be equal to a minimum of One-Hundred percent (100%) of the estimated costs of completing the uncompleted portions of the required improvements,based on inspections of the development by the issuer. In no case shall disbursement for a general improvement item exceed the cost estimate in the Improvements Agreement (i.e., streets, sewers, water mains and landscaping, etc.). The issuer of the Letter of Credit will sign the Improvements Agreement acknowledging the agreement and its cost estimates. 8.1.5 The Letter of Credit shall specify that fifteen percent (15%) of the total Letter of Credit amount cannot be drawn upon and will remain available to Weld County until released by Weld County. 8.1.6 The Letter of Credit shall specify that the date of proposed expiration of the Letter of Credit shall be either the date of release by Weld County of the final fifteen percent (15%), or one year from the date of Final Plat approval, whichever occurs first. Said letter shall stipulate that, in any event,the Letter of Credit shall remain in full force and effect until after the Board has received sixty (60) days written notice from the issuer of the Letter of Credit of the pending expiration. Said notice shall be sent by certified mail to the Clerk to the Board of County Commissioners. 8.2 Trust Deed upon all or some of the proposed development or other property acceptable to the Board of County Commissioners provided that the following are submitted: 8.2.1 In the event property within the proposed development is used as collateral, an appraisal is required of the property in the proposed development by a disinterested Member of the American Institute of Real Estate Appraisers (M.A.I.)indicating that the value of the property encumbered in its current degree of development is sufficient to cover One-Hundred percent(100%) of the cost of the improvements as set forth in the Improvements Agreement plus all costs of sale of the property. 8.2.2 In the event property other than the property to be developed has been accepted as collateral by Weld County,then an appraisal is required of the property by a Member of the Institute of Real Estate Appraisers (M.A.I.) indicating that the value of the property encumbered in its current state of development is sufficient to cover One-Hundred percent(100%)of the cost of the improvements as set forth in the Improvements Agreement plus all costs of sale of the property. 8.2.3 A title insurance policy insuring that the Trust Deed creates a valid encumbrance which is senior to all other liens and encumbrances. 5 Revised 01/08/2001 MACTB\CTBFORMSV+PRIVATE 8.2.4 A building permit hold shall be placed on the encumbered property. 8.3 Escrow Agreement that provides at least the following: 8.3.1 The cash in escrow is at least equal to One-Hundred percent(100%)of the amount specified in the Improvements Agreement. 8.3.2 The escrow agent guarantees that the escrowed funds will be used for improvements as specified in the agreement and for no other purpose and will not release any portion of such funds without prior approval of the Weld County Board of Commissioners. 8.3.3 The escrow agent will be a Federal or state-licensed bank or financial institution. 8.3.4 If Weld County determines there is a default of the Improvements Agreement,the escrow agent,upon request by the County,shall release any remaining escrowed funds to the County. 8.4 A surety bond given by a corporate surety authorized to do business in the State of Colorado in an amount equivalent to One-Hundred percent(100%)of the value of the improvements as specified in the Improvements Agreement. 8.5 A cash deposit made with the County equivalent to One-Hundred percent(100%) of the value of the improvements. 9.0 Request for Release of Collateral: Prior to release of collateral for the entire project or for a portion of the project by Weld County, the Applicant must present a Statement of Substantial Compliance from an Engineer registered in Colorado that the project or a portion of the project has been completed in substantial compliance with approved plans and specifications documenting the following: 9.1 The Engineer or his representative has made regular on-site inspections during the course of construction and the construction plans utilized are the same as those approved by Weld County. 9.2 Test results must be submitted for all phases of this project as per Colorado Department of Transportation Schedule for minimum materials sampling, testing and inspections found in the Colorado Department of Transportation (CDOT) Materials Manual. 9.3 "As built" plans shall be submitted at the time the letter requesting release of collateral is submitted. The Engineer shall certify that the project "as-built" is in substantial compliance with the plans and specifications as approved, or that any material deviations have received prior approval from the County Engineer. 9.4 The Statements of Substantial Compliance must be accompanied,if appropriate,by a letter of acceptance of maintenance and responsibility by the appropriate utility company, special district or town for any utilities. 6 Revised 01/08/2001 M:ICTBUTBPORMSIAPRIVATE 9.5 A letter must be submitted from the appropriate Fire Authority indicating the fire hydrants are in place in accordance with the approved plans. The letter shall indicate if the fire hydrants are operational and state the results of fire flow tests. 9.6 The requirements in paragraphs 9.0 thru 9.5 shall be noted on the final construction plans. 9.7 Following the submittal of the Statement of Substantial Compliance and recommendation of approval of the streets by the County, the applicant(s) may request release of the collateral for the project or portion of the project by the Board. This action will be taken at a regularly scheduled public meeting of the Board. 9.8 The request for release of collateral shall be accompanied by"Warranty Collateral" in the amount of fifteen percent(15%) of the value of the improvements as shown in this Agreement excluding improvements fully accepted for maintenance by the responsible governmental entity, special district or utility company. • 9.9 The warranty collateral shall be released to the applicant upon final approval by the Board of County Commissioners. 10.0 Public Sites and Open Spaces: When the Board of County Commissioners, pursuant to a rezoning, Subdivision or Planned Unit Development,requires the dedication,development and/or reservation of areas or sites other than Subdivision or Planned Unit Development streets and utility easements of a character, extent and location suitable for public use for parks, greenbelts or schools, said actions shall be secured in accordance with one of the following alternatives,or as specified in the Planned Unit Development(PUD)Plan,if any: 10.1 The required acreage as may be determined according to the Weld County Subdivision Regulations shall be dedicated to the County or the appropriate school district, for one of the above purposes. Any area so dedicated shall be maintained by the County or school district. 10.2 The required acreage as determined according to Chapter 24 of the Weld County Code, may be reserved through deed restrictions as open area, the maintenance of which shall be a specific obligation in the deed of each lot within the Subdivision or Planned Unit Development. 10.3 In lieu of land,the County may require a payment to the County in an amount equal to the market value at the time of Final Plat submission of the required acreage as determined according to Chapter 24 of the Weld County Code. Such value shall be determined by a competent land appraiser chosen jointly by the Board and the Applicant. The cash collected shall be deposited in an escrow account to be expended for parks at a later date. 11.0 Successors and Assigns: This Agreement shall be binding upon the heirs, executors, personal representatives,successors and assigns of the Applicant,and upon recording by the County, shall be deemed a covenant running with the land herein described, and shall be binding upon the successors in ownership of said land. 7 Revised 01/88/2001 MAC-TIM-WORMS APRUVATG IN WITNESS WHEREOF, the parties hereto have caused this Agreement to be executed on the day and year first above written. APPLICANT: APPLICANT: 1T1'LE: Subscribed and sworn to before me this day of , 20 My Commission expires: Notary Public BOARD OF COUNTY COMMISSIONERS WELD COUNTY, COLORADO M. J.Geile,Chair Glenn Vaad, Chair Pro-Tern ATTEST: William H.Jerke Weld County Clerk to the Board David E.Long BY: Deputy Clerk to the Board Robert D. Masden APPROVED AS TO FORM: County Attorney 8 Revised 01/08/2001 M:1CT8\CTS FO RMS W P RI V ATE EXHIBIT "A" Name of Subdivision � or Planned Unit Development: 5j' tJRk. RMJC Ma)12., 606DH/1610/.1 Filing: 1T Z 5EcnaJ s, T7N, R lv7 W DFb-g P.M. Wa CD. Location: Crr &Wa g er "E OM 14� eeThigEk.1 WGi2 16417 Intending to be legally bound, the undersigned Applicant hereby agrees to provide throughout this Subdivision or Planned Unit Development the following improvements. (Leave spaces blank where they do not apply) Estimated Improvements Unit Cost Construction Cost Site grading t)0" Street grading 7"f��"-- Street base ///-600X— Street paving Curbs. gutters, and culverts Sidewalk Storm sewer facilities Retention 2onds Ditch improvements Subsurface drainage Sanitary sewers Trunk and forced lines Mains Laterals(house connected) On-site sewage facilities On-site water supply and storage Water mains (includes bore) Fire hydrants .36/560 E,4 Survey anu street monuments and boxes Street lighting Street name signs g,Gr.►D 6ir.N/STOP w111 P11i ockwEt2_ /2.s70— Fencing re:iuirements Landscaping Park improvements Road culvert') *7)( ik)(60 HAY1210 51,121 �� I Grass lined swale Telephone .2e WE*75.GasVAL.:41,0 "1" lI d11(6 / a-1,r� Electric rOkEE YAla Mk- 2 2 Z?.10 Water transfer SUB-TOTAL: 53 /15.6e) Engineering and Supervision Costs$ (Testing, inspection,as-built plans and work in addition to preliminary and final plat; supervision of actual construction by contractors) TOTAL ESTIMATED COST OF IMPROVEMENTS AND SUPERVISION $ 800,230,54 9 Revised 01/08/2001 Mf:1CTBICTBFORMSIAPRI VATS The above improvements shall be constructed in accordance with all County requirements and specifications, and conformance with this provision shall be determined solely by Weld County,or its duly authorized agent. Said improvements shall be completed according to the construction schedule set out in Exhibit"B." By: Applicant Applicant Date: ,20 Title (If corporation, to be signed by President and attested to by Secretary, together with corporate seal.) 1.0 Revised 01/08/2001 M:\CTIMTBFORIVIS\APRIVATE EXHIBIT"B" Name of Subdivision nA ' or Planned Unit Development: 6j' i4Y�kV-- Ks+ IC /4 U JOR .)4312106/04 Filing: 7-7/J =—�7�� t I•� �� J��►! Location: (-Pp" S2 D6 57AiE OWV I4- > WF�2.� U). £ e 15 417 Intending to be legally bound, the undersigned Applicant hereby agrees to provide throughout this Subdivision or Planned Unit Development the following improvements. All improvements shall be completed within years from the date of approval of the final plat. Construction of the improvements listed in Exhibit"A" shall be completed as follows: (Leave spaces blank where they do not apply.) Improvements Time for Completion Site grading_ L' PLE` - Street base y, Street paving Curbs. gutters. and culverts Sidewalk Storm sewer facilities Retention ponds Ditch improvements Subsurface drainage Sanitary sewers Trunk and forced lines Mains Laterals(house connected) On-site sewage facilities On-site water supply and storage Water mains `Z1M LT Fire hydrants 4014 Survey and street monuments and boxes Street lighting Street name signs 602 11j.)6 mod/ Fencing requirements Landscaping Park improvements Road culvert IH r .ET Grass lined swale ' 4'. 't-Y 2teJ Telephone Gas CoMA 11-11 Electric C.L2MA 'L � Water Transfer SUB-TOTAL: 11 Revired 01/08/2001 M:\CTB\CTEPORMSIAPRI VATIi The County, at its option, and upon the request of the Applicant, may grant an extension of time for completion for any particular improvements shown above,upon a showing by the Applicant that the r-. above schedule cannot be met. By: Applicant Applicant Date: , 20 Title (If corporation, to be signed by President and attested to by Secretary, together with corporate seal.) • 12 Revised 01/08/2001 M:\CTR\CTSFORMS APRIVATE DRAINAGE INVESTIGATION & EROSION CONTROL REPORT for SKYLARK RANCH MINOR SUBDIVISION to be located on Lot B of the Amended Recorded Exemption No. 2357 WELD COUNTY, COLORADO Prepared for: Bob Parsons 2330 Albany Avenue Loveland, Colorado 80538 July 2000 Project No. GRD - 349-99 Prepared by: MESSNER Engineering, Inc. 150 East 29th Street, Suite 238 Loveland, Colorado 80538-2765 Telephone: (970)663-2221 EXHIBIT I is nn geNni Engineering, Inc. Project No. GRD - 349 - 99 July 28, 2000 Bob Parsons 2330 Albany Avenue Loveland, Colorado 80538 Dear Mr. Parsons, The enclosed report represents the results of the Drainage Investigation and Erosion Control Report for the proposed "Skylark Ranch Minor Subdivision" to be located on Lot B of the Amended Recorded Exemption No. 2357 in Weld County, Colorado. This investigation was based upon the proposed site development plan; on-site observation; and available topographic information. The investigation was performed according to the criteria established by Weld County. Thank you for the opportunity to be of service. If you should have any questions,please feel free to contact this office. Respectfully Submitted, MESSNER Engineering, Inc. Cameron W. Knapp, Civil Engineerr� "I hereby state that this report (plan) for the "Skylark Ranch Minor Subdivision, Lot B of the Amended Recorded Exemption No. 2357 in Weld County, Colorado " was prepared by me or under my direct supervision for the owners thereof and meets or exceeds the criteria established by Weld County." sooniiiititriquott Dennis R. Mesidr ` • Registered Pro $ ' pal Engine, ]`" State of Colorad'fl,°FkWII9��yS��o`' i 7Za"--o� Civil Engineering Consultants 150 E 29th Street, Suite 238 Loveland, Colorado 80538 (970) 663-2221 TABLE OF CONTENTS Description Page LETTER OF TRANSMITTAL i TABLE OF CONTENTS ii&iii I GENERAL LOCATION AND DESCRIPTION A. Location 1 B. Description of Property 1 _ H EXISTING CONDITIONS A. Major Basin Description 2 — III DRAINAGE DESIGN CRITERIA A. Development Regulations 2 _ B. Development Criteria Reference and Constraints 3 C. Hydrologic Criteria 3 D. Hydraulic Criteria 3 IV PROPOSED DRAINAGE DESIGN A. General Concept 3 V EROSION CONTROL A. General Concept 4 — VI CONCLUSIONS A. Compliance with Standards 5 VII REFERENCES 6 ii IMM TABLE OF CONTENTS (CONTINUED): EXHIBITS _ Vicinity Map Grading, Drainage, and Erosion Control Plan APPENDIX I Drainage Calculations APPENDIX II Charts, Graphs, and Figures Details iii I. General Location and Description: A. Location 1. The Skylark Ranch Minor Subdivision is located in the South half of Section 8, Township 7 North, Range 67 West of the 6th P.M. in Weld County, Colorado. 2. The site is specifically located approximately 3,000 feet northeast of the intersection of Highway 14 and Weld County Road 15. (Refer to the included vicinity map.) 3. The site is outlined on its southern edge by Colorado State Highway No. 14 and the Water and Supply Storage Ditch outlines the site on its west side. The site borders undeveloped farm land to the east and north. B. Description of property 1. The property is approximately 53.6 acres made up of Lot B of the Amended Recorded Exemption No. 2357. The proposed development of this property includes the development of five rural residential lots and a proposed road called "Skylark Drive". a. The rural residential lots will vary in size from 5 to 20 acres. b. Proposed access to the site will be from Colorado State Highway No. 14. c. The existing zoning of the property is `A'- Agricultural, and the requested zoning is `E-Estate. d. The site is located in Zone C as identified on the Federal Emergency Management Agency, Flood Insurance Rate Map for Weld County, Colorado, Community - Panel Number 080266 0475 C, dated: September 28, 1982. 2. The site is currently vacant. The existing ground cover consists of irrigated farm land. The predominant crop is irrigated hay. 3. The site is moderately sloped with existing ground surfaces of 2% to 10%. The terrain generally slopes in a east to west direction. 1 II. Existing Conditions A. Major Basin Description 1. Run-off from offsite flows onto this site. Offsite run-off flows onto the site from the east at three separate points. The major point of discharge onto the site occurs at approximately the mid-point on the eastern boundary of the site. Approximately 77 acres of the farm land to the east drains to this point. The calculated runoff for this area during the 100-year storm is approximately 43 c.£s. The drainage path is a well defined course from east to west across the site and mainly concentrates at three (3) existing 30" Corrugated Metal Pipe (CMP) culverts. The culverts discharge into a drainage swale. The run-off flow continues westerly to the Water Supply and Storage Ditch. Two other offsite sub-basins, designated 'B' and 'C', drain from the east onto the site. These drainage paths also convey through CMP culverts and into the Water and Supply Storage Ditch. A roadside ditch parallels Highway 14, which transmits offsite flow to the site. An existing CMP culverts passes beneath the existing edge of asphalt and empties into the Water and Supply Storage Ditch. 2. Approximately 5 acres on the north side of the site flows onto the adjacent property. Runoff continues west to the Water and Supply Storage Ditch. 3. The run-off pattern for this site is well defined. In general the run-off flows to the west and into the Water and Supply Storage Ditch. The area on the downstream side of the Water and Supply Storage Ditch is a wetlands that is the upper reach of a natural drainage channel to the south. 4. The site does not lie within a F.E.M.A. designated floodplain or floodway. III. Drainage Design Criteria: A. Development Regulations 1. Weld County does not publish technical data or storm drainage design manuals. Certain design criteria was utilized from current sub-ordinances. Other design criteria come from the Storm Drainage Design Criteria established by the Department of Public Works, Town of Windsor Colorado dated April, 1990. 2. A previous sketch plan drainage investigation was conducted by Messner Engineering Associates in September 1999. 2 B. Development Criteria Reference and Constraints 1. The historic drainage pattern on the site will be maintained. The proposed grading will conform with the existing slope and grades as closely as possible. 2. The drainage impact of this site will not adversely affect streets or utilities. _ a. Proposed culverts were sized to not overtop the proposed roadway during the 100-year storm event. C. Hydrological Criteria 1. The SCS TR-55 method was used for determining peak flows at various concentration points. The precipitation values for they-year and 100-year 24-hour storms come from the Soil Conservation Service's "Procedures for Determining Peak Flows in Colorado." 2. The current sub-ordinance calls for the initial and major storm design frequencies of 5 and 100-years. D. Hydraulic Criteria —^ 1. Culvert design was based upon the Culvert Design Criteria set in the Storm Drainage Design Criteria for the Town of Windsor Colorado a. The proposed culverts were designed using Corrugated Metal Pipe (CMP)and High Density Polyethylene Pipe (HDPE) 2. The contents in the tables, charts, and figures presented in this report, come from the Storm Drainage Design Criteria for the Town of Windsor Colorado, the Urban Storm Drainage Criteria Manual or the SCS's Procedures for Determining Peak Flows in Colorado. These diagrams facilitated in the drainage design calculations. IV. Proposed Drainage Design: A. General Concept 1. The proposed access roadway will cross the drainage paths for flows from offsite at four places. The southernmost crossing will be at the north side of Highway 14. An 18" Courrugated Metal Pipe (CMP) culvert is to be extended to allow for run-off to pass "- under the proposed access road. The next drainage crossing is situated approximately 280 '" 3 30" HDPE culvert is to be placed to allow for run-off to pass under the proposed access road. The next drainage crossing is situated approximately 280 feet north of Highway 14 and will require an 18" HDPE culvert to allow run-off to pass under Skylark Drive. The existing culvert 1,125 feet from the centerline intersection of Skylark and Highway 14 will be maintained. An 18" HDPE culvert will be constructed parallel to the existing 12" CMP to pass drainage beneath Skylark Drive from the offsite areas. The farthest north crossing is that on the major drainage way that passes through proposed Lots 2 and 3. The existing 30" culverts are to remain in place at this drainage crossing to allow for the flow of approximately 46 c.f s. 2. Due to the anticipated density of development, no increase in the volume or rate of run-off is expected. V. Erosion Control: A. General Concept 1. The soil's classification by the U.S. Department of Agriculture, Soil Conservation Service, indicates that the surface soils are the Kim loam, Olney fine sandy loam and Thedalund loam series. These soils generally consist of fine sandy _ ^ lows. The "Soil Survey" identifies the run-off potential as medium to slight, the hazard of wind erosion as slight, and the hazard of water erosion as low. Lawns, shrubs and trees grow well in these soils. 2. Erosion control considerations have been made based upon the short term, during construction activities, and the long term, when development of the subdivision is complete. 3. The long term measures incorporated to eliminate erosion are the anticipated methods and materials to be used to provide the ground surface covering at the driveways and the landscaped areas. The residential structures and surrounding hard-surfaced areas will provide a deterrent to erosion. The establishment of pasture, lawns and the combination of landscape plantings and ground covers will aid in deterring erosion. 4. The recommended short term erosion control method to be incorporated into the construction requirements for the project is the placing of sediment control devices "Silt Fences". These are being recommended in order to prevent debris and sediment from flowing from the areas disturbed by construction activities onsite to the adjacent irrigation ditch, streets or properties. 5. Wind erosion control measures have not been recommended for the site. It is 4 anticipated that the disturbed area will be open and subject to wind action for an extremely short time. The season that the area will be open is generally considered to be that with the lowest wind potential. If blowing dust is a problem, a combination of surface roughening and water application is to be used to control the dust. 6. The Owner shall warrant that the measures shown on the approved erosion and sediment control plan are properly constructed, installed, and are free from defective material and/or workmanship, for as long as construction on the site continues, or said measures are necessary to protect against erosion and sediment transport. 7. Proposed erosion control measures conform to the recommendations of the Urban Storm Drainage Criteria Manual, and generally accepted erosion control procedures. VI. Conclusions: A. Compliance with Standards 1. The proposed development will retain the existing drainage patterns. 2. The site is not located within a designated flood way or flood plain. 3. All development is to be performed according to Weld County's established standards and policies or a generally accepted authority approved by the Weld County Engineer. 4. The culverts identified in this report are to be installed at the drainage crossings on the access roadway. 5. Temporary measures should be taken to control and prevent mud and debris _ from being washed or tracked onto the adjacent ditch, streets and properties. The completed subdivision improvements and landscaping will provide the permanent erosion control measure. 6. If blowing dust becomes a problem, surface roughening and water application of the disturbed areas are recommended. 5 VII. References: A. Urban Storm Drainage Criteria Manual B. Storm Drainage Criteria, Department of Public Works, Town of Windsor, Colorado C. Soil Survey of Weld County Area, Colorado D. SCS "Procedures for Determining Peak Flows in Colorado". E. "Sketch Plan Drainage Investigation for Parsons Minor Subdivision", Messner Engineering Associates, September 1999 6 - EXHIBITS VICINITY MAP • j',..1?': -. - N \IIII. \,L < -..- 5191 j _. C`.a . . s/as \‘‘,1° II (Not-to-Scale) i I . ii Li ° s .o — -;:it--- 3 SITE ' 9 ;r% -- so 1' • - a 5l o K �, — 513P� {.. o 1/ \ G . J , } _ 1/ ` \\ \ _ I6.510 IL______ T5006 __ COLORADO _ ND ` -: I I � 6 --- • 993 ' N �� ! / A James S0<% Lake ) r VICINITY MAP for SKYLARK RANCH MINOR SUBDIVISION Located in the South Half of Section 8, Township 7 North, '" Range 67 West of the 6"P. M., Weld County, Colorado Original Includes Oversized Drainage and Erosion Control Plan See Original File r AJPJPENDILX I DRAINAGIE Client: Bob Parsons Project No. GRD-349-00 Project: Skylark Ranch Minor Subdivision Date: July 24, 2000 Location: Section 8, T 7N, R 67 W, Weld County, Colorado By: C.W.K. Determine Storm Water Run-off Flows and Volumes Using the U.S.D.A. Soil Conservation Service Method "TR- 55." EXISTING CONDITIONS: Consider Off-site Areas draining from Northeast to Southwest onto the site between Weld County Road#17 and the eastern boundary. Offsite 'A' Area "A" = 77 acres Overland Surface Condition: Pasture Overland flow path = 3500 Ft. Overland Slope= 3.4 Flow Velocity from SCS Nomograph = 1.25 Ft. / Sec. Overland Time of Concentration, To= 58.33 Min. Soil Group Classification = B CN = 61 Ps = 2.2 Inches Pioo= 4.2 Inches Q = (P- 0.2S)2 +(P + 0.8S) S = 1000/CN - 10 = 6.39 — Qs = (2.2-0.2(6.39))2+ (2.2 + 0.8(6.39)) = 0.12 Inches Qioo= (4.2- 0.2(6.39))2 + (4.2 + 0.8(6.39)) = 0.92 Inches Channelized flow path = 0 Ft. Channelized Slope= 0 Flow Velocity from SCS Nomograph = 0 Ft. / Sec. — Channelized Time of Concentration, Ton= 0.00 Min. Total Time of Concentration, Tc= To+ Tch = 58.33 Min. Tc= 0.97 Hour _ Peak Discharge, qp, from Fig. S-1 Tc= 0.97 Hr. = 390 csm/inch Area "A"-qs= qAQ = 390 x 77/640 x 0.12 = 5.44 c.f.s. Area"A"-gioo=qAQ = 390 x 77/640 x 0.92= 42.99 c.f.s. Page 1 Client: Bob Parsons Project No. GRD-349- 00 Project: Skylark Ranch Minor Subdivision Date: July 24, 2000 Location: Section 8, T 7N, R 67 W, Weld County, Colorado By: C.W.K. EXISTING CONDITIONS: continued Offsite 'B' Area "B" = 21 acres Overland Surface Condition: Pasture Overland flow path = 2700 Ft. Overland Slope= 3.37 % Flow Velocity from SCS Nomograph = 1.25 Ft. / Sec. Overland Time of Concentration, To= 45.00 Min. Soil Group Classification = B CN = 61 Ps= 2.2 Inches Pion= 4.2 Inches Q = (P- 0.2S)2+ (P + 0.8S) S = 1000/CN- 10 = 6.39 Qs= (2.2- 0.2(6.39))2+ (2.2 + 0.8(6.39)) = 0.12 Inches Qiao= (4.2-0.2(6.39))2+(4.2 + 0.8(6.39)) = 0.92 Inches Channelized flow path = 0 Ft. Channelized Slope = 0 Flow Velocity from SCS Nomograph = 0 Ft./Sec. Channelized Time of Concentration, Tch= 0.00 Min. Total Time of Concentration, Tc= To+ Ton = 45.00 Min. Tc= 0.75 Hour Peak Discharge, qp, from Fig. S-1 © Tc= 0.75 Hr. = 470 csm/inch Area "B"-qs=qAQ=470 x 21/640 x 0.12= 1.79 c.f.s. Area "B"-quo=qAQ =470 x 21/640 x 0.92 = 14.13 c.f.s. Page 2 Client: Bob Parsons Project No. GRD-349- 00 Project: Skylark Ranch Minor Subdivision Date: July 24, 2000 Location: Section 8,T 7N, R 67 W, Weld County, Colorado By: C.W.K. EXISTING CONDITIONS: continued Offsite 'C' Area "C" = 19 acres Overland Surface Condition: Pasture Overland flow path = 3000 Ft. Overland Slope = 3.53 % Flow Velocity from SCS Nomograph = 1.4 Ft. /Sec. Overland Time of Concentration, To= 50.00 Min. Soil Group Classification = B CN = 61 Ps= 2.2 Inches Pico= 4.2 Inches Q = (P- 0.2S)2+ (P + 0.8S) S = 1000/CN - 10= 6.39 Qs = (2.2- 0.2(6.39))2+ (2.2 + 0.8(6.39)) = 0.12 Inches Qioo= (4.2-0.2(6.39))2+ (4.2+ 0.8(6.39)) = 0.92 Inches Channelized flow path = 0 Ft. Channelized Slope= 0 °k Flow Velocity from SCS Nomograph = 0 Ft./Sec. Channelized Time of Concentration, Tch= 0.00 Min. Total Time of Concentration, To= To +Tot,= 50.00 Min. Tc= 0.83 Hour Peak Discharge, qp, from Fig. S-1 @ Tc= 0.83 Hr. = 440 csm/inch Area"C"-qs= qAQ=440 x 19/640 x 0.12= 1.52 c.f.s. Area "C"-Too= qAQ =440 x 19/640 x 0.92 = 11.97 c.f.s. Page 3 Client: Bob Parsons Project No. GRD-349-00 Project: Skylark Ranch Minor Subdivision Date: July 24, 2000 Location: Section 8, T 7N, R 67 W,Weld County, Colorado By: C.W.K. EXISTING CONDITIONS: continued Offsite 'D' Area "D" = 51 acres Overland Surface Condition: Pasture Overland flow path = 4000 Ft. Overland Slope = 1.83 % Flow Velocity from SCS Nomograph = 1 Ft. /Sec. Overland Time of Concentration, To= 66.67 Min. Soil Group Classification = B CN = 61 Ps= 2.2 Inches Pioo = 4.2 Inches Q = (P- 0.2S)2+(P + 0.8S) S= 1000/CN - 10= 6.39 Qs= (2.2- 0.2(6.39))2 + (2.2 + 0.8(6.39)) = 0.12 Inches Qroo= (4.2-0.2(6.39))2+(4.2+ 0.8(6.39)) = 0.92 Inches Channelized flow path = 0 Ft. Channelized Slope = 0 °k Flow Velocity from SCS Nomograph = 0 Ft. /Sec. Channelized Time of Concentration, Tch= 0.00 Min. Total Time of Concentration, Tc= To+Tch= 66.67 Min. Tc= 1.11 Hour Peak Discharge, qp, from Fig. S-1 Tc= 1.11 Hr. = 370 csm/inch Area"B"-qs= qAQ = 370 x 51/640 x 0.12 = 3.42 c.f.s. Area "B"-quo= qAQ = 370 x 51/840 x 0.92 = 27.01 c.f.s. Page 4 Client: Bob Parsons Project No. GRD- 349- 00 Project: Skylark Ranch Minor Subdivision Date: July 24, 2000 Location: Section 8, T 7N, R 67 W, Weld County, Colorado By: C.W.K. PROPOSED CONDITIONS: Sub-Basin 'A' Area"A" = 5.32 acres Overland Surface Condition: Pasture Overland flow path= 1300 Ft. Ovedand Slope = 3.6 % Flow Velocity from SCS Nomograph = 1.4 Ft. / Sec. Overland Time of Concentration, To= 21.67 Min. Soil Group Classification = B CN = 61 P5= 2.2 Inches Pion= 4.2 Inches Q = (P-0.2S)2+(P + 0.8S) S = 1000/CN- 10 = 6.39 Qs= (2.2 - 0.2(6.39D2+ (2.2 + 0.8(6.39)) = 0.12 Inches Quo= (4.2-0.2(6.39))2+(4.2+ 0.8(6.39)) = 0.92 Inches Channelized flow path = 0 Ft. Channelized Slope = 0 Flow Velocity from SCS Nomograph = 0 Ft. I Sec. Channelized Time of Concentration, Top= 0.00 Min. Total Time of Concentration, Tc = To+ Tch = 21.67 Min. Tc= 0.36 Hour Peak Discharge, qp, from Fig. S-1 ©Tc= 0.36 Hr. = 660 csm/inch Area "B"-qs= qAQ = 660 x 5.32/640 x 0.12= 0.64 c.f.s. Area "B"- gioo= qAQ = 660 x 5.32/640 x 0.92 = 5.03 c.f.s. Page 5 Client: Bob Parsons Project No. GRD-349-00 Project: Skylark Ranch Minor Subdivision Date: July 24, 2000 Location: Section 8, T 7N, R 67 W, Weld County, Colorado By: C.W.K. PROPOSED CONDITIONS: continued Sub-Basin 'B' Area "B"= 13.85 acres Overland Surface Condition: Pasture Overland flow path = 810 Ft. Overland Slope= 2.5 % Flow Velocity from SCS Nomograph = 1.2 Ft. /Sec. Overland Time of Concentration, To= 13.50 Min. Soil Group Classification = B CN = 61 Ps= 2.2 Inches Pioo= 4.2 Inches Q = (P-0.2S)2+ (P + 0.8S) -^ S = 1000/CN - 10= 6.39 Qs= (2.2- 0.2(6.39))2+ (2.2 + 0.8(6.39)) = 0.12 Inches Qiao= (4.2- 0.2(6.39))2+(4.2+ 0.8(6.39)) = 0.92 Inches Channelized flow path = 0 Ft. Channelized Slope = 0 Flow Velocity from SCS Nomograph = 0 Ft./Sec. Channelized Time of Concentration, Tch= 0.00 Min. Total Time of Concentration, Tc= To + Tch= 13.50 Min. Tc = 0.23 Hour Peak Discharge, qp, from Fig. S-1 @ Tc= 0.23 Hr. = 780 csm/inch Area"B"-qs=qAQ = 780 x 13.85/640 x 0.12= 1.96 c.f.s. Area "B"-gioo= qAQ = 780 x 13.85/640 x 0.92= 15.46 c.f.s. Page 6 Client: Bob Parsons Project No. GRD- 349- 00 Project: Skylark Ranch Minor Subdivision Date: July 24, 2000 Location: Section 8, T 7N, R 67 W, Weld County, Colorado By: C.W.K. PROPOSED CONDITIONS: continued Sub-Basin 'C' Area "C"= 33.71 acres Overland Surface Condition: Pasture Overland flow path = 1405 Ft. Overland Slope= 3.1 % Flow Velocity from SCS Nomograph = 1.3 Ft. /Sec. Overland Time of Concentration, To= 23.42 Min. Soil Group Classification = B CN = 61 Ps= 2.2 Inches Pioo= 4.2 Inches Q = (P- 0.23)2+ (P+ 0.85) S= 1000/CN - 10= 6.39 Qs= (2.2- 0.2(6.39))2 + (2.2 + 0.8(6.39)) = 0.12 Inches Qioo= (4.2-0.2(6.39))2+ (4.2+ 0.8(6.39)) = 0.92 Inches Channelized flow path = 0 Ft. Channelized Slope = 0 Flow Velocity from SCS Nomograph = 0 Ft. /Sec. Channelized Time of Concentration, Tch= 0.00 Min. Total Time of Concentration, Tc =To+Tch = 23.42 Min. Tc= 0.39 Hour Peak Discharge, qp, from Fig. S-1 @ Tc= 0.39 Hr. = 640 csm/inch Area "B"-q5= qAQ=640 x 33.71/640 x 0.12= 3.91 c.f.s. Area "B"-igloo= qAQ = 640 x 33.71/640 x 0.92 = 30.88 c.f.s. Page 7 Client: Bob Parsons Project No. GRD- 349-00 Project: Skylark Ranch Minor Subdivision Date: July 24, 2000 Location: Section 8, T 7N, R 67 W, Weld County, Colorado By: C.W.K. PROPOSED CONDITIONS: continued Sub-Basin 'D' Area "D" = 0.96 acres Overland Surface Condition: Pasture Overland flow path = 330 Ft. Overland Slope = 4.2 % Flow Velocity from SCS Nomograph = 1.6 Ft. /Sec. Overland Time of Concentration, To= 5.50 Min. Soil Group Classification = C CN = 74 Ps= 2.2 Inches Pico = 4.2 Inches Q = (P - 0.2S)2+ (P + 0.8S) -!� S= 1000/CN- 10= 3.51 Qs= (2.2- 0.2(3.51))2 +(2.2+ 0.8(3.51)) = 0.45 Inches Ono= (4.2- 0.2(3.51))2 + (4.2 + 0.8(3.51)) = 1.74 Inches Channelized flow path = 0 Ft. Channelized Slope= 0 Flow Velocity from SCS Nomograph = 0 Ft. /Sec. Channelized Time of Concentration, Tch= 0.00 Min. Total Time of Concentration, Tc=To+Tch= 5.50 Min. Tc= 0.09 Hour Peak Discharge, qp, from Fig. S-1 Tc= 0.09 Hr. = 1000 csm/inch Area"B"-qs=qAQ = 1000 x 0.96/640 x 0.45= 0.67 c.f.s. Area "B"-moo= qAQ = 1000 x 0.96/640 x 1.74 = 2.62 c.f.s. Page 8 I I I I I I I I I I I I I I I I I I ► ) ) ) _ 2,1O ' 3 PROJECT: Sk14-nak VIP.4C k M;..,o.1/4- S`jaew„IC, NJDESIGNER: C.w. ti. D u I PeOPoSCc CJL'JL c • 2 DATE: 7Ia0 !oo D a % GI '1 HYDROLOGIC AND CHANNEL INFORMATION SKETCH rn a STATION: 39 i-00,0o 0_ C 21 A E L.5'90.2- ={ Y in in 1 a { �_ j Hi, E9. _ D 01 = TAILWATER ELEVATION =— 1____� ; m Q'oo 02-; 2-1c,F5 TAILWATER ELEVATION = Tw •" 3 F� D y. : a-9% z O EL.26.` L = 55 ' EL.i2 ID 2 (01 DESIGN DISCHARGE, SAY O2y r 1\ MEAN STREAM VELOCITY = L 00 02 Z CHECK DISCHARGE, SAY 050 OR 100 MAX. STREAM VELOCITY = 6-79cri IOOE 'O CULVERT HEADWATER COMPUTATION • Y 11 F C DESCRIPTION _i w ~ —1 0 SIZE INLET CONT. OUTLET CONTROL HW=H+hD -Ls CHART M o COST COMMENTS _� (ENTRANCE M711AMG[ TYPE) HDw 11w KE H dc -C— Tw ho LE Hw No. Hw S O O Z FMaED-EsO Zl so" 1.15 2.?W .5p 39.50 I Z IN 9.43 "o -n 3 HDpE 0 A r T O A 2 0 r c in r< N in SP -I 0 y c r - < SUMMARY & RECOMENDATIONS: \---SEco 30 F19PE 1 I I I I I I I I I I I I I I I I I I 1 ) ) ) m a I PROJECT: cc Ln¢1< N MN N encH ‘,,,..Act Sust",sio DESIGNER: C.•^-1. k is a ris P¢�5e9 c VLJ G4T a p, DATE: �11s/oo D m G) _m HYDROLOGIC AND CHANNEL INFORMATION SKETCH I^ 'A STATION: -2._A-go 0 xi Y A EL._ .is -Ti m 1 a I _ a Hw 90.09 D CI' = TAILWATER ELEVATION = J___— a (: ioo Q2= 12 c Fs TAILWATER ELEVATION = s _ c% Tw VII i EL.N.). L = So' EL.87 I D Z (01 • DESIGN DISCHARGE, SAY 025 1 r �O 02s CHECK DISCHARGE, SAY 0 �1j MEAN STREAM VELOCITY � ;' �� 100$ 030 inn MAX. STREAM VELOCITY r. C HEADWATER COMPUTATION i 'fl CULVERT .a r I- C DESCRIPTION INLET CONT. OUTLET CONTROL HW=H+h Ls CHART o -wiu -4 Q SIZE _ o - e i f o COST COMMENTS Is.4 (ENTRANCE TYPE) p Hw KA H do dc+D Tw ho Li Hw No. Hw u ' ; a Z Pinewp-E."o I2 I?'. 1,Sf°1 7.44 10.o4 I Z IN 7-51 18' Hi)PE -n A r -n D 2 o r C m r -i < w m CP a 0 4) C r < SUMMARY 9 RECOMENDATIONS: m 1�EED S " VLG 18" HOPE xi 1 In I I I I I I I I I I I I I I I I I I ' ) .. m a I u I PROJECT: SKII-A'- - QF"afN "".46e- C.t") ,w_ Oy w 6p , DESIGNER: C. . K z D Ek ., is-c\ cT U L`r CEN—T 'al_ DATE '1 128 /00 D m 0 '+I HYDROLOGIC AND CHANNEL INFORMATION • SKETCH In a STATION: 11 } 2 { Cl z Z EL.SI3 5.5 1 A m In I H. SIo5.5 D 01 = TAILWATER ELEVATION =_ l ; aQ2 = 3•Scps TAILWATER ELEVATION = _l_� y� Tw z EL.5io g 2 L -- �� EL.lol-�z D 2 (Ql • DESIGN DISCHARGE, SAY 025 1 r- 0 Op= CHECK DISCHARGE, SAY OR MEAN STREAM VELOCITY L 080 MAX. STREAM VELOCITY = S-$ ;EP5 IOOa CULVERT HEADWATER COMPUTATION a F C r D DESCRIPTION Q SIZE INLET CONT. OUTLET CONTROL HW=H+ho -La CHART ► o COST COMMENTS I- J J -4 (f MT11l1MC! TYPE) p Hw K. H dw � Tw ho Li Hw No. Hw o 0 a u 2 FLAeEv) 6_.,p 3.5 1Z' I.yz 1.42. .5o 1 2 I^, 5-53 1Z" CMP m 0 z C - . m 0 A) z n r c m r 'i < u) m pp z u) r r . < SUMMARY 9 RECOMENDATIONS: _ mA.f ,,,.,,,,n CNDAc,ih C-04 CnisT'u[ Cvwto_.7 ,.,,z,1 z TOP of COp.DwR`( AT S\05.50 tT, l� 3- S CfS. N I I I I I I I I I I I I I I I I I I I ) ) ) _ m p I PROJECT: SK -' - -. aAtic,n ,�.�°C SLG b,v's ioN D u DESIGNER: C•w• K % pnaa.seb cAJ)-,4�ei a ; DATE: -7128 /00 D 01 0 _m HYDROLOGIC AND CHANNEL INFORMATION � SKETCH )^ 'A STATION: \\+ 23 0 C 70 Y2 2 EL.S1o_•44 m 1 a T ) i aHw �__ D I OI = TAILWATER ELEVATION = L- y 0,00 •Q2 = 4 -115 TAILWATER ELEVATION = E • 5� Tw •$$ Z \..c. cas EL.Io3. L = 5° PI EL. C Z (01 • DESIGN DISCHARGE, SAY 025 1 MEAN STREAM VELOCITY = L r 0O QSPCHECK DISCHARGE, SAY 050 OR 01001 MAX. STREAM VELOCITY • 4-45r- 5 IOOs CULVERT HEADWATER COMPUTATION • Y F C DESCRIPTION INLET CONT. OUTLET CONTROL HW=H+A Ls CHART o • -1u —1 Q SIZE o ' e u COST COMMENTS —1 (ENTRANCE TYPE)To U Hy Ks H do de+D ho Ls Fly No. Hw I.. a _Z f-La2Eo- e„.,t) to. " 1.6 2-41 0-So G I$ 1 3 1ti q.BS IS" 11DPE m O 2 a -n 0 2 Z 0 r C m r 1 < U) m CP - n Ch c r - < SUMMARY d RECOMENDATIONS: -rep CKISCI.w 12" Cr* m NEED 1`6" HD PE n.99 ic1o•.I�� 01 1 N I I I I I I I I I I I I I I I I I I I ) ) ) III PROJECT: S1LPRK nt-ry ,`Iw0- S' t,"cic. i DESIGNER: 0 II I. $ QROP>Set CuWERY tr9 DATE: 712G /oa To a fl C -n HYDROLOGIC AND CHANNEL INFORMATION SKETCH m f a STATION: 0 XI EL. 51°4.51 1 Y C WI m f a + I 33 + Hr S1oH.11 1 D Q = TAILWATER ELEVATION =_ } m Qtoo Op = 45.Ca <vs TAILWATER ELEVATION =_ Tw 1-�`z��. Z in s = b_5 yo Z 0 EL.loa. o L = 5_Z_ EL.loo 25 C Z (01 = DESIGN DISCHARGE, SAY 025 \ = 4-ZT cps ION = r 1\ J MEAN STREAM VELOCITY = L 0 0p CHECK DISCHARGE, SAY 050 OR�p� MAX. STREAM VELOCITY C. HEADWATER COMPUTATION i CULVERT 7 r ,Y. C DESCRIPTION INLET CONT. OUTLET CONTROL HW=H+h Ls CHART o � u Q SIZE o ' w i C COST COMMENTS 14.-I (ENTRANCE TYPE) U Hw Ks H d0 4 Tr he Ls Hr No. Hit c ci a u z r a- E.o 4S6i 3G" 1.22 ],L7 tom.15 $ zI ?G HO pc.. A O a - Z 0 r C m • r -4 < to m z -I to 0 C r SUMMARY 8 RECOMENDATIONS: - wJEET) z,L.. MDSE in Ul GRAPHS I 109 108 107 106 105 104 S 103 102 41 _ 16 I8 18 16_14 14 16 II- pp P 2i n _ X30 141 — —� e Tf 22— 24 4 11_21 --- — — I— 16 �� _ ] E sIAt IN I V 1 STERLING I I I a ° 7 MG C._� 7 - h ..- I\ 14_- _ REELEY -I L —__ L 14,t.8(11'E'< —lt-. _±,, _ --8,D I a y 2d�'2�j B4 -: °L 1 1 I 40 �a a� - - 8 10 1618 ,.. w, 161� 8.14 �) 'e• 1 AKRON I ,-EC EY I _ .. �� _ °e ¢ BOULDER - - s. ._._,L' -- I 4O • -, I 6 1 a 7 \r1 - 'B I, x12 I �1��—y 11 — 7F `/ _ %_7 1 —r - J - 2P ;.9821 ! - �6\aa 'It-1I l0 —I I I 1 -- 151° --- , 'fCC� I6 18 \` 'L r • I v� _(-- -- A U Q M / 16 8 18E. ER ON 1 4 Ia Roan Plateau e 14: b • �8 V OD 181 •6 I L, j ° I 111(. :A' PC\ 1, liz to a. I4 a _ 1 7 IS L1----/ K•11 (� 15 a 1 \ lc, i 22 —r — -—— T — i 4 °— `•—a-—tomM\—t IB _ 18 ' I 20',,— I I: 18 la 18 a a 2fi 24 S s • \ /E„I Y I. 20 /I/' ✓ � , 12 I 20 / a BURLINGTON V a io : 1 1111E 10 18 / 1 s .1 14 e i W. io 20 i,. 1 /1 io io / 14a 1 C o' °1 11 ,, I4J. / Huco ' , 39 r 120 �I�� l__ _.1 .21 l� I i6i 28 20 } 1 �_._ —39 / _ L I a ° I 5 716 7 lO 20 � a I I I r _J 1 CHEYENNE io 16 / COLORADO E.Y 2R,o 16 I6 I 022' 201 SPRINGS a WELLS "J I ° 18 1 7 .\ 14 PU D_ J l et 2fi s7. i 1 28 la s {%, — _ — _ _ 8 •---fI8 — I co I ° -GU r e 14 , ' e - IMNINI2, 6 1 1 HASWELI 4 15 I a �a c / I E♦t I 6 ti, _ - 'i 18 -1 10 ii\ s I 6 a I iF 18 1 I6 _ _ I ° PUEBLO --- - -�— 1 i`_'- 7 �) 1 20♦,E y 160 0 '\ k ! , I I MAR36 10 /iz • Ir � 1 30 T „ t /7 , r z . fw—j / \ 28 JUNTA I i 4 a 25 • ✓ �282.5 18 \2013 � I I 7 X31 i 25 1"( l I 1, 10 C . 1, a 2' �T�\ I6' — — — — : u: ° \J .f iz 30 ! o moo— _ L_ _ \ 1 i- - 1° WALSENBURG�h rI°12 "AMOS ae I6 C6• �vMleyJ� ('. 6 7 1 • IA,I o ♦C 17 e 8 •} I65 s a / T s 70 r I TRII IAD _ ° s . \.4 37 ; Tr74- -1b---,t_.—, /\ _t_4_ 7 a a ' 14 77;:#47/22/ .r>-2--.\ a __ 1L.— 37 A IC --- - rs B 1S2 4 N -- 30 — J �f Fieute S-6 T COLORADO 5-YEAR 24-HOUR PRECIPITATION 10 0 10 20 30 40 MPETALET°°'EERRAN`H'°E``E GE kroRO10°"HEATHER euREAu r34—ISOPLUYIALS OF 5-YEAR 24-HOUR ' t. ENNpRONGENTAI sn eMce sERvices Aou.iNisnATION u 1 DEPARTMENT OF COMMERCE -{--T— --1 MILES. ENc, CONSERVATIONSERVICE PRECIPITATION IN TENTHS OF AR INCH us!DEPARTMENT OP AGRICULTURE OCTOBER:RRI - ANNUM • 1 I I 1 SHEET 5 OF 5 81 109 108 107 106 105 104 103 - 1 102 I"../.•:r0&,): .4 475-,...:-...4.91-:',:y• v ar w�pyt44 " g Y2 C L . • 'E Y 109 108 10, ";.- _`.. 105 104 103 102 41 . 16 _T _ - __ 26 l - J �._ i z,_1 30 I� JI 4 1TThi _ S01 • 1 --� ERLING Y _7 _�'- 's i 2l►5,.. 116 e , i=' `i.� tf1\ E. ; rj50 I _ L-- --- ' -- -- I- I 1 -�30fJ 1� \�. �'j. 2� `� r , L:N.. — I- r I $ - - - \\// X34 r e �s 404 '30 2 A B 1 —�- AKRON I ECKIEY I p. .- .a,�. rl .c 18 Jam 1/Il.�. _�.,.�Ac� BOULDER 40 s___ _� _ _�_ \" . I 40 _ a 5 16 30 Vii id' col , _ ,I 2 � ANTOI ::1 �teao �--� - a- I -s_ f S-.. I IT _1� s �2 z 0 , 36I z ,. 42 I1 � I s 36�..�1 30 z F / ( BURLINGTON 10 2fi _.H -- GRANS CT r2 J f - '.i� _ _--_ ,JO�� 0� is \\:1114:::\ �, - r _ _ ,- HUG �,�_� s ,- 39 " `C�./, X34 , 'e_.\: is (111_ 1, "a/ - ( , IT 3 HAN E t r• sc � �f � \ 39 tITI 46--J 7 711 or __II/ - I► J' - T HASwEE� 3i32 A �V C I I 3 -�\ � 3 4 42 - I _ 52 -- �-�- 71 z- )\ end. Ir G y l- - L J I I MAR _ 38 ��_ 1 A'L° _/iz C L4 �,1yR'I JS h �� i. �a I. �_ I 38 30, 3- c\ �6 hi i 'Ii�SO -- • /i2 35'�J _ z �/ �•� �_-\ •LAUMAU a I— 9 o k a 1 35 =51a1 A • -4� , ._ 'E - � i_ � -a - I I I- I e _45 yo-. - -39 .� /- _ , T 50 a - L 60z . S0 _ r — san I T 'o _ wA_L5ENBURC�� /e `�) �� / c�jl SPRINGP{ELDEURA -e _ a J I I- a s.., /`37.S, � \ I4 V -�24 se-� e \-` 1al i 'd �� u.. - I L—. I_ 2 / z z a S a -'t6� 26203!-1 ��.;r. :i�I_� .�.r A l , _ �_ 37 ' �— `—.,_. — ' 1� —'• i g a—a �. lu4 3S� e� 3 ` e - �_ ---4T 60. �J—`.0' Ly{ g 37 Figure COLORADO „•a,.,,. — 100-YEAR 24-HOUR PRECIPITATION PEC AL ii ruG,,EAAMCAGF•,EEOE HYDROLOGY WEAT,.ER..AEAU — 10 0 10 20 30 40 ,„0,,,,, „,,,,CEEEB.„SADMINiBTRATIO..0&DEPARTMENT OF COMMERCE —J/—ISOPLUYUUS OF 100-YEAR 24-HOUR — I—� H-i H I MILES „GiR„RiRG G VmOR.,oE CONSERVATION SERVICE - _ PRECIPITATION IN TENTHS OF AN INCH .,.SGEva.... iDE AGRICULTURE OCTOBER i3lr _ ANNUAL IL I SHEET 1 OF 3 • 77 109 108 107 106 105 104 103 102 v -,E l,.� I r lS••2a}-4:1?::-•:-' I a,r} 1./•.4F r'S- "ikpyH ' i... -• — Figure S-1 Peak Discharge in csm Per inch of Runoff — Versus Time of Concentration, Tc Type I I Storm Distribution Type II-A Storm Distribution --t 0000.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9 I 2 3 4 5 6 7 6 9 10 900 — _ aIt —�.. S�.71E fOll.�r ::� .rnneviliiimut a 800 aaa—a\Ii"•lliw am erns aaaeaagze impanw e.. _.. ,u'�iN.7nammen rrgr —70o rnaae�iiinurvameia:: ansi= annwrr rfiaa�aa roan saa:iiimmenio cn.liasr YENIMMiYIiSSI �taprismin■Jii__1■IN!Fil!!YII'impu iiYli . 600 NN. 9BCs'-.'. �.... n...IL..�R. anansMP 'Nfl:.a sema9R's':Ne01 mmmmmsrrn.•.m•mrrua •n ammI. ...rn .o..m■roum. •tlmmr•rrm..mm n wmmmmrmw .....aour.un•.w�aonm•I.�.nnnn.i�tl. w'asr�rmtl awmnrro=nmari r.______ . wmmmtlnrtlna..•.I.ammunw�w.•Ru,�•rum.,._ ,uiirtl..ru_.�5� ...mmm•rm.u.on...:•nazi mrnu.utlm �� uIIIIY!i i— �w�_O.mr..nm•••wr.tl..__.. _LSam'un m wwmmm za nintina uow■n.■■onn:vimr�mie ■wuu-_$iii•mumuwwumrmnw��u awsrmo•m.m.m•u F n . : Aug ggiii m 400 �� t� �� 1�INNI: 11.111 1 III 300 � ��u. hNIONOMMIEMINIMINEME tlwmounann n s ,.nstl.wrnnln�'•�u�mns,_mo�mm.n • •rmrunn..n rmr.n..r... - li ! ! 1!AI!Af.IIIIlritnimm c 200 ■■■■NNN aaaara�n� litadant ilaili IH IE III'.aNII IMIllu —IBNmlj1�aa�1�N■IN eama. elmaeYlluIIIIM eanennnlllll EMMIIIe�N..E Z warn O..naaa Ia�1..eic MM�iMMON ice."tl Iuln.uaueeeuuaMI llui_�___nnW1�NIaIII a INUM�hiu1i11iaii:IIIIMMI E I MIME111IME INflmIII�IIIII MIN I11I1�IIII N 'it .11A181�111m`III ! 0,4 ioo90 WWYuu�uuuiunnuiuuuvu�80c. 70 Ii _ 11 j N� 1 l �II 1 1° 1 ' 1 1 1 1 i t I!'I IiN_ 60 ll non mm..neew■i�n�aailam�.�u�tlm.mm�mr�ntl•ummmanufluI..m•mrtl.. . o _ . mnu■ mnu ■IMIIII m� ua■■aar■numla840 um ____ Yiiii hailIN1 ..BlirdiiiiaiiMiirt& a --—ia•:i:iC_..aaNeriiiiiliiiiiii •■au mmi tI NiY1111IMI IINII!inammi G _1 ::iilil!!I II 1i■NI!N[YI tlm.m.n..m.u..m.om.mr. .m.. :. mmmm�rm...mra.m .......m.... �...��.m.. — 3° NNI■N�NI�NINNNN6INI IIN�NNINn11lNN midi-- nm 1 uuu NN1111iiiINN tlmmmm.mm mrrm.rmn..m.mnmm..nu.rutl ..tl mumrnn.o tlmmmOtlnm•m•uutln••mtl.mnm••rr.m..n...r mw�r—ntln.mr.•n. mtl r•murmnmr•wu tlwmmn��nntlmmrutlmmnn.m.mmr.mmu m �ntl.nmm•.n anuuUU mmr•r.nnmr.m ..itlwmn.=rmnntlmm�rrsun.tl w.n.0 u.nmr.wi wmimm�rmw.tlw•mnurm.onnw r•O.OU.Ir .tlwmmmrr.rnnnnm•mr•••r•rntl mw..■rr•.mr. .1 tlwmm.�.�tlm■.muwnmtltlwm mllrltlwmmmrrrtltl�mnmrmnm wnmm�wmmmn n•u _IIICIirill ■iC■PYIUILn.■■9Pp'N� '9ilie�l�■m■Yi�1wr iii"nzainnCIIII■sa■ . a. Eli i:Ni_! l l::: ::laall - ... aaaa caul... ... a' ' I: �� Il.�i�j U. mmmn :.h hi ' ' i l NtmHmllinim ml W. M ii ILIII ... MI III.... N■u1■ Nuunalliu Wsuuus Imulummiui uuululu■i uuuu ■ Nuu1 IIIIMIMIuu1IMIII ■III■II NN■ �■ IIIIII1lHNm17I IINNnIflWII1N IMIIMINMENIMIIMIIIIINIMMIIIIIIIIIIIIIMIIIIIIIIIIIIIII ■■IIYlIMInl mmi■mi_MINI _ Iui i _. I I I IN � u!u II �i IIII tm Nit■I�i u■! _ lo I I II I I III II II i 1 I I 11 I , II II f I I I I 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9 1 2 3 4 5 6 7 8 9 10 II - . • . . 1 • • • _ . DRAINAGE CRITERIA MANUAL RUNOFF 50 30 0 Z 20 13 a C # 0LLI ��O * ��¢ h us .is .P $9 V a 10 tii j TI" p Z ` O 20 S. — '— " W V . 3 P O O S ILIa J.r Zr j U .�Q ci p 5 e° C yCo v tl Cl) j O J4 4 0P of 0 0 W �P ? y > y --4fO S �. Q C • SP A. it 3 0 to v 4, O 3 O oc y 0 A 2 o `" to cc FC� 4r P — Q 40 4.? � 1 ar .5 _ .1 .2 .3 .5 1 2 3 5 10 20 VELOCITY IN FEET PER SECOND - FIGURE 3- 2. ESTIMATE OF AVERAGE FLOW VELOCITY FOR USE WITH THE RATIONAL FORMULA. 4 MOST FREQUENTLY OCCURRING "UNDEVELOPED" LAND SURFACES IN THE DENVER REGION. REFERENCE: "Urban Hydrology For Small Watersheds" Technical Release No. 55, USDA, SCS Jan. 1975. 5 -1-84 URBAN DRAINAGE 8 FLOOD CONTROL DISTRICT 2-5 'able 2-2.--Runoff curve numbers for selected agricultural, suburban, and urban land use . (Antecedent moisture condition II, and Ia = 0.28) HYDROLOGIC SOIL GROUP LAND USE DESCRIPTION A S C D Cultivated land!/: without conservation treatment 72 81 88 91 : with conservation treatment 62 71 78 81 Pasture or range land: poor condition 68 79 86 89_, good condition 39 6111 80 Meadow: good condition 30 58 71 78 Wood or Forest land: thin stand, poor cover, no mulch 45 66 77 83 good cover/ 25 55 70 77 Open Spaces, lawns, parks, golf courses, cemeteries, etc. good condition: grass cover on 75% or more of the area 39 61 74 8o fair condition: grass cover on 50% to 75% of the area 49 69 79 84 Commercial and business areas (85% impervious) 89 92 9.4 95 Industrial districts (72% impervious). 81' 88 -91 93 Residential:!/ Average lot size Average % Impervious±1 1/8 acre or less 65 77 85 90 92 1/4 acre 38 61 75 83 87 1/3 acre 30 57 72 81 86 1/2 acre 25 54 70 80 85 1 acre 20 51 68 79 84 Paved parking lots, roofs, driveways, etc.!/ 98 98 98 98 Streets and roads: paved with curbs and storm sewers/ 98 98 98 98 gravel 76 85 89 91 dirt 72 82 87 89 1/ For a more detailed description of agricultural land use curve numbers refer to National Engineering Handbook, Section 4, Hydrology, Chapter 9, Aug. 1972. a/ Good cover is protected from grazing and litter and brush cover soil. 3/ aaanm$ne +ha rnnnff from iha hm,aeat�d Ari ve Tnv Hello