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HomeMy WebLinkAbout1.0 ApplicationGARFIELD COUNTY Building & Planning Department 108 8th Street, Suite 401 Glenwood Springs, Colorado 81601 Telephone: 970.945.8212 Facsimile: 970.384.3470 www.garfield-county.com NOV 1 9 2007 in COUNTY BUILDING & PLANNiI' G Special Use Permit GENERAL INFORMATION (To be completed by the applicant.) D Street Address / General Location of Property: 82 County Rd. #113LCarbondale,CO. D Legal Description: A tract of land in Sections 7&18, Township 7 SouthhRange 88 West D Existing Use & Size of Property in acres: Abandoned Commercial, 11.056 ac. D Description of Special Use Requested: Construction grading_to encroach into 100 yr floodplain of Cattle Creek, floodway of Cattle Creek will remain undisturbed. ➢ Zone District: CL [Commercial Limited) D Name of Property Owner (Applicant): Coggins -Stewart Construction D Address: 1175 Coun y Road 154 Telephone: (970j945-0796 D City: Glenwood Springs State: CO Zip Code: 81601 FAX: (9701920-0796 D Name of Owner's Representative, if any (Attorney, Planner, etc): Boundaries Unlimited Inc. D. Address: 823 Blake Ave. Suite 102 Telephone: 1970D 945-5252 D. City: Glenwood Spring State: CQ Zip Code: 81601 FAX: (9701384-2833 STAFF USE ONLY D Doc. No.: Date Submitted: TC Date: D Planner: Hearing Date: I. APPLICATION SUBMITTAL REQUIREMENTS As a minimum, specifically respond to all the following items below and attach any additional information to be submitted with this application: 1. Please submit, in narrative form, the nature and character of the Special Use requested. Submit plans and supporting information (i.e. letters from responsible agencies). Include specifications for the proposed use including, but not limited to, the hours of operation, the number and type of vehicles accessing the site on a daily, weekly and/or monthly basis, and the size and location of any existing and/or proposed structures that will be used in conjunction with the proposed use, and provisions for electric power service and any other proposed utility improvements. Be specific. 2. If you will be using water or will be treating wastewater in conjunction with the proposed use, please detail the amount of water that would be used and the type of wastewater treatment. If you will be utilizing well water, please attach a copy of the appropriate well permit and any other legal water supply information, including a water allotment contract or an approved water augmentation plan to demonstrate that you have legal and adequate water for the proposed use. 3. Submit a site plan /map drawn to scale that portrays the boundaries of the subject property, all existing and proposed structures on the property, and the County or State roadways within one (1) mile of your property. If you are proposing a new or expanded access onto a County or State roadway, submit a driveway or highway access permit. 4. Submit a vicinity map showing slope / topography of your property, for which a U.S.G.S. 1:24,000 scale quadrangle map will suffice. 5. Submit a copy of the appropriate portion of a Garfield County Assessor's Map showing all the subject property and public and private landowners adjacent to your property (which should be delineated). In addition, submit a list of all property owners, public and private landowners and their addresses adjacent to or within 200 ft. of the site. This information can be obtained from the Assessor's Office. We will also need the names (if applicable) of all mineral right owners of the subject property. (That information can be found in your title policy under Exceptions to Title). 6. Submit a copy of the deed and a legal description of the subject property. 7. If you are acting as an agent for the property owner, you must attach an acknowledgement from the property owner that you may act in his/her behalf. 8. Submit an statement that specifically responds to each of the following criteria from Section 5.03 of the Zoning Regulations: (1) Utilities adequate to provide water and sanitation service based on accepted engineering standards and approved by the Board of County Commissioners shall either be in place or shall be constructed in conjunction with the proposed use. (2) Street improvements adequate to accommodate traffic volume generated by the proposed use and to provide safe, convenient access to the use shall either be in place or shall be constructed in conjunction with the proposed use; (3) Design of the proposed use is organized to minimize impact on and from adjacent uses of land through installation of screen fences or landscape materials on the periphery of the lot and by location of intensively utilized areas, access points, lighting and signs in such a manner as to protect established neighborhood character; 9. Depending on the type of Special Use Permit requested, you may need to respond to additional review standards in the Garfield County Zoning Resolution Section 5.00 [Supplementary Regulations]. This may include uses such industrial uses [section 5.03.07 & 5.03.08], Accessory Dwelling Units [section 5.03.21], Utility line/Utility Substations, etc. Specific sections of the Zoning Resolution which can be located on the Garfield County web site at http://www.garfield-countv.com/buildinq and planninq/index.htm or information can be obtained from this office 10. A $400.00 Base Fee: Applicant shall sign the "Agreement for Payment" form and provide the fee with the application. 11. Submit 2 copies of this completed application form and all the required submittal materials to the Building and Planning Department. Staff will request additional copies once the Special Use Permit application has been deemed technically complete. II. PROCEDURAL REQUIREMENTS (The following steps outline how the Special Use Permit Application review process works in Garfield County.) 1. Submit this completed application form, base fee, and all supplemental information to the Garfield County Planning Department. It will be received and given to a Staff Planner who will review the application for technical completeness. 2. Once the application is deemed technically complete, the Staff Planner will send you a letter indicating the application is complete. In addition, Staff will also send you a "Public Notice Form(s)" indicating the time and date of your hearing before the Board of County Commissioners. Prior to the public hearing, Staff will provide you with a Staff Memorandum regarding your requested Special Use. (If Staff determines you application to be deficient, a letter will be sent to you indicating that additional information is needed to deem your application complete.) 3. It is solely the Applicant's responsibility to ensure proper noticing occurs regarding the requested Special Use and the public hearing. If proper notice has not occurred, the public hearing will not occur. Notice requirements are as follows: a. Notice by publication, including the name of the applicant, description of the subject lot, a description of the proposed special use and nature of the hearing, and the date, time and place for the hearing shall be given once in a newspaper of general circulation in that portion of the County in which the subject property is located at least thirty (30) but not more than sixty (60) days prior to the date of such hearing, and proof of publication shall be presented at hearing by the applicant. b. Notice by mail, containing information as described in the paragraph above, shall be mailed to all owners of record as shown in the County Assessor's Office of lots within two hundred feet (200') of the subject lot and to all owners of mineral interest in the subject property at least thirty (30) but not more than sixty (60) days prior to such hearing time by certified return receipt mail, and receipts shall be presented at the hearing by the applicant. c. The site shall be posted such that the notice is clearly and conspicuously visible from a public right-of-way, with notice signs provided by the Planning Department. The posting must take place at least thirty (30) but not more than sixty (60) days prior to the hearing date and is the sole responsibility of the applicant to post the notice, and ensure that it remains posted until and during the date of the hearing. 4. The Applicant is required to appear before the Board of County Commissioners at the time and date of the public hearing at which time the Board will consider the request. In addition, the Applicant shall provide proof, at the hearing, that proper notice was provided. 5. Once the Board makes a decision regarding the Special Use request, Staff will provide the Applicant with a signed resolution memorializing the action taken by the Board. Following the Board's approval, this office will issue the Special Use Permit to the applicant. If the Board's approval includes specific conditions of approval to be met, this office will not issue the Official Special Use Permit certificate until the applicant has satisfied all conditions of approval. The Special Use Permit approval is not finalized until this office has issued the Official Special Use Permit certificate signed by the Chairman of the Board of County Commissioners. I have read the statements above and have provided the required attached information which is correct and accurate to the best of my knowledge. nature m a. pkcai'r tlow erj; 10.1 Last Revised: 02/2006 BOUNDARIES UNLIMITED INC. Consulting & Civil Engineers November 16, 2007 Garfield County Building and Planning Dept. 108 8th Street, Suite 401 Glenwood Springs, CO 81601 RE: Development Permit request Cattle Creek Storage 82 County Rd. "113 Carbondale The purpose of this letter is to request a Development Permit to grade into the floodplain at 82 County Rd. "113 Carbondale, Colorado. Grading will have minor encroachment into Cattle Creek's 100 -yr floodplain but not into the floodway. The project site is located at the southeast intersection of State Highway 82 & County Road 113. The first phase of the project will consist of demolition of existing structures such as a 3500 s.f bam, grain bin, go-kart track, batting cage and other small buildings. Next earthwork and grading will be applied to areas within the project limits to prepare the surface for placement of the six proposed storage buildings, mangers unit, and pavement. Each of the new buildings will vary in size from 6800 s.f. to 20000 s.f. Eight (8) parking spaces and one (1) handicap space are proposed for the new commercial development located near the managers unit. Roof and parking area drainage will be directed to storm drainage manholes for treatment then directed toward grass swales leading to Cattle Creek. Additionally all drainage swales will be lined with 9" diameter riprap or North American SC250 Erosion Fabric along with erosion control logs at the mouth of the swales to prevent erosion. Sediment control fence along the lower boundary will also be used to prevent sediment from entering Cattle Creek and adjoining properties. A new 1000 -gallon septic tank will be placed on the east side of the managers unit as well as a new chamber absorption bed that will meet the proposed sewage disposal needs. Water will be supplied from an existing cistern located north of the managers unit and is feed from the Cattle Creek Water Association and will be used to meet the developments needs. The cistern shall be pumped, disinfected and cleaned prior to use. Electrical -Telephone -Cable connections to the buildings will come from an existing power pole that is located by the north entrance to the property. Gas service will come from an existing line that runs parallel to the existing frontage road of Highway 82. The following calculations have been used to determine the average daily traffic volume that can be expected to be generated at build out of Cattle Creek Commercial Park facility: 823 Blake Avenue I Suite 102 ( Glenwood Springs Colorado 81601 I Ph 970.945.5252 I Fax 970.384.2833 Garfield County Building & Planning Stewart -Coggins Construction- Special Use, Development Permit Page 2 November 16, 2007 Total square feet of building storage area: 71100sf Average Vehicles Trips per Day generated per 1000sf of gross floor area of mini warehouse per the ITE Trip Generation Manual, 6th Edition Vol 1: pg. 226 71100 x 2.5 trips/day/1000sf = 177.8 ADT The type of traffic that the facility will receive will range from passenger cars to semi - trailers. The following information is submitted in response to the development permit that is requested for integration of flood plain regulation and zoning regulations for Resolution No. 2006-79 Exhibit A Article 6.08.02 Permit Procedures. a. The elevation of the lowest floor level of the proposed project has an elevation of 6015.98ft above mean sea level, above the 100 -yr flood plain water level of approximately 6014 ft b. All structures will be situated above/outside the 100 -yr floodplain. c. No certificate is needed to justify the flood proofing of any nonresidential structures affected by flood waters for this project. d. Approximately 2.14 ac of land currently in Cattle Creek's 100yr floodplain as surveyed by Tuttle Surveying will be affected by the proposed grading of this project. To mitigate the effects of flood waters, 12" diameter riprap or North American Green P550 Erosion Fabric will be installed along the slope of the fill adjacent to the floodway from the bottom of the proposed fill slope to a point above the 6014 ft. elevation. If you have any questions or comments, please feel free to call me at (970) 945-5252. Sincerely, BOUNDARIES UNLIMITED, INC. r -D Deric J. Walter, P.E. ENC. BOUNDARIES UNLIMITED INC. Civil & Consulting Engineers AUTORIZATION LETTER November 14th 2007 PROJECT: Cattle Creek Storage ADDDRESS: 82 County Road 133 Carbondale, Colorado Located at the southeast intersection of Hwy 82 and County Rd 133 LEGAL DESCRIPTION: A PORTION OF LAND SITUATED WITHIN SECTION 7 AND SECTION 18, TOWNSHIP 7 SOUTH, RANGE 88 WEST OF THE SIXTH PRINCIPAL MERIDIAN, GARFIELD COUNTY, COLORADO, LYING SOUTHWESTERLY OF THE SOUTHERLY RIGHT OF WAY OF GARFIELD COUNTY ROAD #113 AS CONSTRUCTED AND IN PLACE, NORTH OF THE CENTERLINE OF CATTLE CREEK, EAST OF THE EASTERLY RIGHT OF WAY OF COLORADO STATE HIGHWAY#82 AND WEST OF THAT TRACT DESCRIBED IN BOOK 576 AT PAGE 659 OF THE RECORDS OF GARFIELD COUNTY, COLORADO, SAID PARCEL BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT A POINT WHERE THE SOUTHERLY RIGHT OF WAY OF COUNTY ROAD #113 INTERSECTS THE WEST LINE OF THAT TRACT AS DESCRIBED IN BOOK 576 AT PAGE 659 OF THE RECORDS OF SAID COUNTY, SAID POINT OF BEGINNING BEING A #5 REBAR WITH PLASTIC CAP P.L.S. #22580, FROM WHICH THE SOUTHEAST CORNER OF SAID SECTION 7 BEARS NORTH 72 DEGREES 2302" EAST A DISTANCE OF 199.35 FEET, SAID SOUTHEAST CORNER OF SAID SECTION 7 BEING A STANDARD MONUMENT SET BY GARFIELD COUNTY, THEN ALONG SAID WEST LINE OF TRACT SOUTH 00 DEGREES 00'00" WEST A DISTANCE OF 197.51 FEET TO INTERSECT THE CENTERLINE OF CATTLE CREEK, SAID CREEK CENTERLINE BEING LOCATED BY SURVEY APRIL 27,1992, THEN ALONG SAID CREEK CENTERLINE THE FOLLOWING 40 COURSES; NORTH 49 DEGREES 59'17" WEST A DISTANCE OF 97.70 FEET; NORTH 64 DEGREES 25'44" WEST A DISTANCE OF 20.66 FEET; NORTH 08 DEGREES 4822" EAST A DISTANCE OF 48.12 FEET; NORTH 56 DEGREES 4619" WEST A DISTANCE OF 48.79 FEET; SOUTH 74 DEGREES 4623" WEST A DISTANCE OF 65.34 FEET; NORTH 46 DEGREES 2619" WEST A DISTANCE OF 50.05 FEET; NORTH 08 DEGREES 05'45" EAST A DISTANCE OF 74.01 FEET; NORTH 57 DEGREES 3958" WEST A DISTANCE OF 23.63 FEET; NORTH 47 DEGREES 16'34" WEST A DISTANCE OF 93.52 FEET; NORTH 19 DEGREES 4008" EAST A DISTANCE OF 64.07 FEET; NORTH 30 DEGREES 2619" WEST A DISTANCE OF 51.37 FEET; SOUTH 86 DEGREES 23'25" WEST A DISTANCE OF 38.42 FEET; SOUTH 76 DEGREES 40'38" WEST A DISTANCE OF 139.15 FEET; SOUTH 81 DEGREES 51'14" WEST A DISTANCE OF 32.22 FEET; NORTH 55 DEGREES 59'10" WEST A DISTANCE OF 51.66 FEET; NORTH 07 DEGREES 12'46" WEST A DISTANCE OF 79.24 FEET; SOUTH 73 DEGREES 12'42" WEST A DISTANCE OF 63.91 FEET; NORTH 83 DEGREES 4426" WEST A DISTANCE OF 29.33 FEET; NORTH 59 DEGREES 4152" WEST A DISTANCE OF 49.66 FEET; SOUTH 79 DEGREES 42'30" WEST A DISTANCE OF 31.92 FEET; SOUTH 35 DEGREES 37'42" WEST A DISTANCE OF 29.96 FEET; SOUTH 67 DEGREES 54'50" EAST A DISTANCE OF 28.61 FEET; SOUTH 24 DEGREES 44'47" WEST A DISTANCE OF 32.10 FEET; SOUTH 82 DEGREES 25'35" WEST A DISTANCE OF 96.44 FEET; SOUTH 48 DEGREES 26'42" WEST A DISTANCE OF 94.53 FEET; NORTH 66 DEGREES 5020" WEST A DISTANCE OF 51.72 FEET; NORTH 34 DEGREES 5125" WEST A DISTANCE OF 42.96 FEET; NORTH 54 DEGREES 1204" EAST A DISTANCE OF 45.85 FEET; NORTH 71 DEGREES 49'17" WEST A DISTANCE OF 49.94 FEET; SOUTH 22 DEGREES 01'42" WEST A DISTANCE OF 50.48 FEET; SOUTH 81 DEGREES 08'13" WEST A DISTANCE OF 52.38 FEET; SOUTH 65 DEGREES 59'30" WEST A DISTANCE OF 75.82 FEET; NORTH 34 DEGREES 0436" WEST A DISTANCE OF 33.50 FEET; NORTH 51 DEGREES 48'45" EAST A DISTANCE OF 42.73 FEET; NORTH 01 DEGREES 31'02" EAST A DISTANCE OF 115.53 FEET; SOUTH 82 DEGREES 24'26" WEST A DISTANCE OF 90.53 FEET; NORTH 47 DEGREES 2606" WEST A DISTANCE OF 88.64 FEET; NORTH 87 DEGREES 57'07" WEST A DISTANCE OF 140.64 FEET; NORTH 66 DCCRCCC 30'17" WCCT A DLTANCC OF 100.14 FECT, BOUNDARIES VNUU ITER INC. Mil 84 Consu€wing Engineers AUTORIZATION LETTER November 14th 2007 NORTH 87 DEGREES 23'47" WEST A DISTANCE OF 50.37 FEET TO INTERSECT THE EASTERLY RIGHT OF WAY OF COLORADO STATE HIGHWAY NUMBER 82, THEN ALONG SAID EASTERLY RIGHT OF WAY THE FOLLOWING TWO COURSES, 339.91 FEET ALONG THE ARC OF A CURVE TO THE RIGHT, RAVING A RADIUS OF 11320.00 FEET, A CENTRAL ANGLE OF 01 DEGREES 43'14" AND A LONG CHORD WHICH BEARS NORTH 06 DEGREES 53'33" WEST A DISTANCE OF 339.90 FEET; NORTH 06 DEGREES 02'39" WEST,A DISTANCE OF 117.23 FEET; THEN DEPARTING SAID EASTERLY RIGHT OF WAY NORTH 90 DEGREES 00'00" EAST.A ,DISTANCE OF 84.43 FEET TO INTERSECT THE SOUTHERLY RIGHT OF WAY OF SAID GARFIELD COUNTY ROAD NUMBER 113, THEN ALONG SAID SOUTjiERLY RIGHT OF WAY THE FOLLOWING TWELVE COURSES; 134.72 FEET ALONG THE ARC OF A CURVE TO THE LEFT HAVING A RADIUS OF 2567.97 FEET, A CENTRAL ANGLE OF 03 DEGREES 00'21" AND A LONG CHORD WHICH BEARS SOUTH 56 DEGREES 04'26" EAST A DISTANCE OF 134.70 FEET; SOUTH 57 DEGREES 34'36" EAST A DISTANCE OF 242.62 FEET 213.78 FEET ALONG THE ARC OF A CURVE TO THE LEFT HAVING A RADIUS OF 550.98 FEET, A CENTRAL ANGLE OF 22 DEGREES 13'51" AND A LONG CHORD WHICH BEARS SOUTH 68 DEGREES 41'32" EAST A DISTANCE OF 212.44 FEET; SOUTH 79 DEGREES 48'27" EAST A DISTANCE OF 61.85 FEET; 152.85 FEET ALONG THE ARC OF A CURVE TO THE RIGHT HAVING A RADIUS OF 944.11 FEET, A CENTRAL ANGLE OF 09 DEGREES 16'34" AND A LONG CHORD WHICH BEARS SOUTH 75 DEGREES 10'10" EAST A DISTANCE OF 152.68 FEET; SOUTH 70 DEGREES 31'53" EAST A DISTANCE OF 112.08 FEET; 271.76 FEET ALONG THE ARC OF A CURVE TO THE RIGHT HAVING A RADIUS OF 1521.83 FEET, A CENTRAL ANGLE OF 10 DEGREES 13'53" AND A LONG CHORD WHICH BEARS SOUTH 65 DEGREES 2457" EAST A DISTANCE OF 271.39 FEET; SOUTH 60 DEGREES 18'00" EAST A DISTANCE OF 45.94 FEET; 259.41 FEET ALONG THE ARC OF A CURVE TO THE RIGHT HAVING A RADIUS OF 819.74 FEET, A CENTRAL ANGLE OF 18 DEGREES 07'53" AND A LONG CHORD WHICH BEARS SOUTH 51 DEGREES 14'04" EAST A DISTANCE OF 258.33 FEET; SOUTH 42 DEGREES 10'07" EAST A DISTANCE OF 105.17 FEET; SOUTH 41 DEGREES 11'31" EAST A DISTANCE OF 28.08 FEET; 167.53 FEET ALONG THE ARC OF A CURVE TO THE LEFT HAVING A RADIUS OF 2632.31 FEET, A CENTRAL ANGLE OF 03 DEGREES 38'47" AND A LONG CHORD WHICH BEARS SOUTH 43 DEGREES 00'42" EAST A DISTANCE OF 167.51 FEET TO THE POINT OF BEGINNING. 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CDL0°.ADD the 11 o:1l4r(%), eD STORESMART OF CAKE✓.'lDk:,E, L1.0 Whose lege'. address is : 425 WEST CAPITOL AVE .0301 LITTLE ROCL, AR. 7220]. of the Cttnty of and 5;ate e' PARRYLLILSP,S Ihf brarftte; s): WITNESS, Rut the Graruer(s), for and in consideration of thr L,n cf ( $2, 300, 000.00 ) ^e Two Million Three Hundred Thousand and Ot/100 `"• IH01.I.41t5I the receipt and suft lc terry of which is hereby acknovtedaeel, hes granum, bcrgsined, sold and eonveycd, and oy these presents does gran, bargain, sell, convey and cont i rm unto the Uzi -m(0, his heirs and assigns forever, all the reel property, together with hprovemente, it any, situate, lying and beim in the County of GAR^_TELD and State of Colorado, described op folluwe: SEE EXEIHIT "A. • ATTAC1NED HERETO AND MADE A. PART HEREOF also known as street number PROPERTY 1,110141: AS PARCEL A, MIDLAND EXEMPTION, CAR90I'DALE, CO T'OGIITHER with all and singular and hereditaments and appurtenances thereto belonging, or tr anywise a,?ertaining . and the reversion and reversions, remainder and remainders, rents, issues and profits thereof; and all the estate, right title interest, claim and dullard Whatsoever of the Gramor(s), tithe- in law or equity, of, in and to the above bargained premises, with the hered: taments end appurtenances; TO HAVE ANI) 10 t10M the said premises above barcained and described with appurtenances, unto the grantee(s), his heirs and assigns forever. The Grantor(s), for himself, his heirs ex' personal representatives, does 'covenant, grant, bargain, and agree to and with the Grenteels), his heirs any esoteric, that et the tine of the enseeting and delivery of these presents, he is wall seized of the premises above conveyed, has good, sure, perfect, absolute and indefeasible estate of inheritance, in law, in fee simple, and has good right, full power and lawful authority to grant, bargain, sell and tomzy the stuns in rx nner and form as a£eresaid, end that the sane ere free and clear from all £owner and other grants, bargains, sales, liens, taxes, assessments, enrurbrances and restrictions of whatever kind or nature soever, subject to geaerai taste for the year 1006 and rhase specific Exceptions described by reference to recanted docuaente a ' refleatl Is the ^_ole Dacuseats accepted by Craatee(e) in accordance with section ba /Title Review! of she naatrec: mos ) Buy and Seb! Peal £.tab relating to the above described properryr dietctutiao utili ey taaeaeote (faaludine oaa)e ^,O" these zpeelfteagly deeeribed zights of third partlea tot chem by the public records, o_awhich Oraateclel has eetual knowledge and wbis oh wen a eepted by temente/ in acaordarce wjtb Section a2 et (Matters asheen by the Public P,.ordal mel, eetim 13c (Survey Periev)et the Ceatract to Sy- sod 5.24 £ante relating to the above deeeribed real prnyertyr inclusion of the Property withi: any ryteial Car district; end, the bt:efit and burdens of Loy deelatvion and Party "A11 aereaaevta. If en• end yeller Noht The Grantor(s) shalt and will WARRANT AND FOREVER DEFEND the above bargained premises in the quiet and peaceable possession of the Grantee(s), his heirs and assigns, against all and every person or persons lawfully claiming the whole or any part thereof. The singular mx,ber shall include the plural, and the plural the singular, and the use of any gender shall be applicable to all genders. IN TFITNEhS WlICIU1DP the Grantor(s) has executed this deed on the date set forth above. STATE OF C°°.-°° County of '"nn)ss'. RICE COMITY so;urza. INC., A A =DORADO CORPORATION D. BEVER, PR EVENT The foregoing instrument was acknowledged before me on this day of October 23, 2001 by XITC£ D. REM, FResZ010T or RIGA 000NTEY u0JCLArta INC. A COLORADO CORPORATION lly co sission expires SPalor1 Witness my hand and official seal. /-- Notary Public -1 Jlaate and Address of Parson Creating Newly treated Legat Description 1 3El-35-106.5,.C.R.S_) Title GC219764 hnelrwaeorood Return to:SlOEEgNRR1 Of CARBONDALE, LLC 425 WEST CAPITOL AVE.#3Di LITTLE ROD:, AR 722G1 Form 84 00129/04 1401 WARRANTY DEED (Photographic) (4059577) i iii ii d ! M E! iE li Ifi : I i l iii fi 709954 2/30/2036 01:G4P E1E57 PED() Y OLSDORV 2 cf 2 R 16.CC D 230.62 GPRFIELD COONIY CO f:XHIBT'I' A A PORTION OF LAND SITUATED WITHIN SECTION 7 AND SECTION 18. TOWNSHIP 7 SOUTH, RANGE 88 WEST OF THE SIXTH PRINCIPAL MERIDIAN, GARFIELD COUNTY. COLORADO, LYING SOUTHWESTERLY OF THE SOUTHERLY RIGHT OF WAY OF GARFIELD COU111Y ROAD 0113 AS CONSTRUCTED AND IN PLACE. NORTH OF THE CENTERLINE OF CATTLE CREEK, EAST OF THE EASTERLY RIGHT 0f WAY OF COLORADO STATE HIGHWAY 0082 AND 1E51 01 TIIAT TRACT DESCRIBED IN BOOK 576 AT PAGE 659 OF THE RECORDS OF GARFIELD COUNTY, COLORADO, SAID PARCEL BEING BORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT A POINT WHERE THE SOUTHERLY RIGHT OF WAY OF COUNTY ROAD 611.3 INTERSECTS THE WEST LINE OF THAT TRACT AS DESCRIBED IN BOOK 576 AT PAGE 659 OF THE RECORDS OF SAID COUNTY. SAID POINT OF BEGINNING BEING A f5 REBAR WITH PLASTIC CAP P.L.S. #22580, FROM WHICH THE SOUTHEAST CORNER OF SAID SECTION 7 BEARS NORTH 72 DEGREES 23'02" EAST A DISTANCE OF 199.35 FEET, SAID SOUTHEAST CORNER OF SAID SECTION 7 BEING A STANDARD NONUNENT SET BY GARFIELD COUNTY. THEN ALONG SAID WEST LINE OF TRACT SOUTH 00 DEGREES 00'00" WEST A DISTANCE OF 197.51 FEET TO INTERSECT THE CENTERLINE OF CATTLE CREEK, SAID CREEK CENTERLINE BEING LOCATED 8Y SURVEY APRIL 27. 1992, THEN ALONG SAID CREEK CENTERLINE THE FOLLOWING 40 COURSES; NORTH 49 DEGREES 59'17" WEST A DISTANCE OF 97.70 FEET; NORTH 64 DEGREES 25'44' WEST A DISTANCE OF 20.66 FEET; NORTH 08 DEGREES 48'22" EAST A DISTANCE OF 48.12 FEET: NORTH 56 DEGREES 46'19" WEST A DISTANCE OF 48.79 FEET; SOUTH 74 DEGREES 46'23" WEST A DISTANCE OF 65.34 FEET; NORTH 46 DEGREES 26'19" WEST A DISTANCE OF 50.05 FEET; NORTH 08 DEGREES 05'45" EAST A DISTANCE OF 74.01 FEET; NORTH 57 DEGREES 39'58" WEST A DISTANCE OF 23.63 FEET; NORTH 47 DEGREES 16'34" WEST A DISTANCE OF 93.52 FEET: NORTH 19 DEGREES 40'08" EAST A DISTANCE OF 64.07 FEET; NORTH 30 DEGREES 26'19" WEST A DISTANCE OF 51.37 FEET; SOUTH 86 DEGREES 23'25" WEST A DISTANCE OF 38.42 FEET; SOUTH 76 DEGREES 40'38" WEST A DISTANCE OF 139.15 FEET; SOUTH 81 DEGREES 51'14" WEST A DISTANCE OF 32.22 FEET: NORTH 55 DEGREES 59'10' WEST A DISTANCE OF 51.66 FEET: NORTH 07 DEGREES 12'46" WEST A DISTANCE OF 79.24 FEET; SOUTH 73 DEGREES 12'42" WEST A DISTANCE OF 63.91 FEET; NORTH 83 DEGREES 44'26" WEST A DISTANCE OF 29.33 FEET; NORTH 59 DEGREES 41'52" WEST A DISTANCE OF 49.66 FEET; SOUTH 79 DEGREES 42'30" WEST A DISTANCE OF 31.92 FEET; SOUTH 35 DEGREES 37'42" WEST A DISTANCE OF 29.96 FEET; SOUTH 67 DEGREES 54'50" EAST A DISTANCE OF 28.61 FEET; SOUTH 24 DEGREES 44'47" WEST A DISTANCE OF 32.10 FEET: SOUTH 82 DEGREES 25'35' WEST A DISTANCE OF 96.44 FEET; SOUTH 48 DEGREES 26'42" WEST A DISTANCE OF 94.53 FEET; NORTH 66 DEGREES 50'20" WEST A DISTANCE OF 51.72 FEET; NORTH 34 DEGREES 51'25" WEST A DISTANCE OF 42.96 FEET; NORTH 54 DEGREES 12'04" EAST A DISTANCE OF 45.85 FEET; NORTH 71 DEGREES 49'17" WEST A DISTANCE OF 49.94 FEET; SOUTH 22 DEGREES 01'42" WEST A DISTANCE OF 50.48 FEET: SOUTH 81 DEGREES 08'13" WEST A DISTANCE OF 52.38 FEET; SOUTH 65 DEGREES 59'30" WEST A DISTANCE OF 75.82 FEET; NORTH 34 DEGREES 04'36" WEST A DISTANCE OF 33.50 FEET: NORTH 51 DEGREES 48'45" EAST A DISTANCE OF 42.73 FEET; NORTH 01 DEGREES 31'02" EAST A DISTANCE OF 115.53 FEET; SOUTH 82 DEGREES 24'26" WEST A DISTANCE OF 90.53 FEET; NORTH 47 DEGREES 26'06' WEST A DISTANCE OF 88.64 FEET; NORTH 87 DEGREES 57'07" WEST A DISTANCE OF 140.64 FEET; NORTH 65 DEGREES 30'17" WEST A DISTANCE OF 108.14 FEET; NORTH 87 DEGREES 23'47" WEST A DISTANCE OF 50.37 FEET TO INTERSECT THE EASTERLY RIGHT OF WAY OF COLORADO STATE HIGHWAY NUMBER 82, THEN ALONG SAID EASTERLY RIGHT OF WAY THE FOLLOWING TWO COURSES. 339.91 FEET ALONG THE ARC OF A CURVE TO THE RIGHT, HAVING A RADIUS OF 11320.00 FEET, A CENTRAL ANGLE OF 01 DEGREES 43'14' AND A LONG CHORD WHICH BEARS NORTH 06 DEGREES 53'33" WEST A DISTANCE OF 339.90 FEET: NORTH -06 DEGREES --02'39" MEST A -0ISTANCE OF .117.23 FEET; THEN DEPARTING van FASTERLY PI'HT OF WAY NORTH 90 DECREES 00'00" EAST A For. EXH1611A 01/17/03 GC249764 1E111 f[JI If!i[!i [1111 ji[i Ell Till Iii IiJ11 illi IEE; 702994 1G;''/2e35 01 04P B16'7 P6C7 Y RI.SDORF 3 of 3 R 16 D'u D 232 00 GPRrICLD COUNTY CO EXIIIBI'I A DISTANCE OF 84.43 FEET TO INTERSECT 7)17; SOUTHERLY RIGHT Or WAY OF SAID GAR1'IELD M LINTY ROAD NUY.!3L^1i 11.3, THEN ALONG SAID SOUTHERLY RIGHT 07' WAY 731? FOLLOWING TWELVE ('OIlc E.`: 135.72 PEET ALONG THE ARC 0P A CURVE TO THE LEFT HAVIRG A RADIUS CP 2567.97 Fn77. A CENTRAL ANGLE OF 03 DPGREF" 00'21" ),ND A LONG 0110Rr, WHICH DEAIS SOUTH 56 DEGREES 04'26" EAST A DISTANCE OF 134.70 PEE71 SOUTH 57 DEGREES 34'36" EAST A DISTANCE OF 242.62 PEET; 213.70 FEET ALONG THE ARC OFA CURVE TO THE LEFT HAVING A RADIUS OF 550.98 PEET, A CENTRAL ANGLE OF 22 DEGREE: 13'51" A.17) A LONG CHORD WHICH HEARS SOUTH 68 DEGREES 41'32" EAST A DISTANCE OF 21.2.44 PERI; SOUTH 79 DEGREES 48'27" EAST A DISTANCE_ GF 61.85 PEET; 152.85 FEET ALONG 7.1E ARC OP A CURVE TO THE RIGHT PAVING 7. RADIUS OF 946.11 PEET, A CENTRAL ANGLE or 09 DEGREES 16.34" AND A LONG CHORD WHICH BEARS SOUTH 75 DEGREES 10'10" EAST A DISTANCE OF 152.68 FEET: SOUTH 70 DEGREES 31'53" EAST A DISTANCE OF 112.08 FEET: 271.76 FEET ALONG THE ARC OP A CURVE TO THE RIGHT HAVING A RADIUS OF 1521.83 FEET, A CENTRAL ANGLE OP 10 DEGREES 13'53" AND A. LONG CHORD W14108 BEARS SOUTH 65 DEGREES 24'57" EAST A DISTANCE OF 271.39 FEET) SOUTH 60 DEGREES 18'00" EAST A DISTANCE OF 45.94 PEET; 259.41 PEET ALONG THE ARC OF A CURVE TO THE RIGHT HAVING A RADIUS OP 819.74 FEET' A CENTRAL ANGLE OP 18 DEGREES 07'53" AND A LONG CHORD WHICH FEARS SOUTH 51 DEGREES 14'04" EAST A DISTANCE OP 258.33 FEET SOUTH 42 DEGREES 10'07" EAST A DISTANCE. OF 105.17 FEET; SOUTH 41 DEGREES 11'31" EAST A DISTAINCE OP 28.08 FEET; 167.53 FEET ALONG THE ARC OF A CURVE TO THE LEFT HAVING A RADIUS OF 2632.31 P 37, AE CS 00 9 GANLE OF 03 DEGREES 38'47" AND A LONG CHORD WHICH HEARS SOUTH 2" AST A DISTANCE OF 167.51 FEET TO THE POINT OF BBEGINNING. ALSO KNOWN AS PARCEL A MIDLAND EXEMPTION COUNTY OP GARFIELD,STATE OF COLORADO GC249764 rane, 466, 430 CXHIOJTA1 0'./17/03 709296 "C/3Ci2Gz6 1 of 1R6,00DO. `I' [ I tri li ILLi 1 i 1 IEI 0; CP 131857 PECO M ALSDORF 00 GARFIELD COUNTY CO STA TLAMEN'j UG AL"fnottITY IE3e-3o-172, C.n..., 1. Tide Ste Lea:r.:. of Lcthority relater, vu W. est i t,.'•:axec STDfESvyE: C!_ennoh9,xwt, LLC 2. The type of entity in a. o corporation o nonprofit corporation D0 lis=ted liability compeny ogenera'_ partnership o limited partnership The entity is formed under 5. The mailing address for the 91. entityti 'T it person affecting Te.R_E 0 registered Halted liability partnership 0 registered limited liability Waited partnership 0 limited partnership association Dgrnen:mst ar gcvernmenr.D subdivisior. or acra:y 0 laws of CLuCNRnD �isl i1! ' it El•Erk insTa c 4 -tett [l _ euthoriaed to ei Eute. instruments coos_ -Y==5. title to real property on behalf of t_*. G. ?O!.LRCK. :J,1:3GEPS 5, The .0 name r position_ of each encnnbering, or otherwise entity is W. .5 PADPORD S9L'P.Y_PS GR 0. The authority of the foregoing person(s) to bind the entity is ffjnot limited J limited es follows: 7. Other 1u ttcts ccnce r.ing the ganger in which the entity deals with interests in real property- B. This statement of Authority is executed on behalf of the entity pursuant to the provisions of E38-30�y-1�7•2, C.R.S. this Executed Z/ I/ , aey of ir ----1-cj ‘,....Air70 State of il/'F(eL5ac ) )ss. ) aclwowlea ,3rf2,/4li ..4 , 7 N. Palarraa a9PlaDa LMv C. POLLS= ed be'pce Inc this .s- frigday 5,M,A4 County of J9U.AC4.5 k) the foregoing instrument was of UG -b hc'./')[4 by J. kJ ej 11. Witness my h:-^ and -+a seal. le& CP •` �j��' A P., S7l6/ IJ/!07 ,-S0/7 \--.._ o'°' My COCLti:seion expires: 5-2/-205 MEDI RECORABD RETURN TO: 431.1/ h/�V M•�``l W. SUMAC SSE,bVJ; :�.ia 425 U. CAP IPDL AVE. STE 3831 1fTTLE POfX, ARKANSAS 7ZZo1 :0 p CP.259755 r Iwo 359132M/0 Sas ♦p a Public e'e '7' NO pt 'le—.Ta hr�tretltr� ij 1. Jn it rs NKi1P�f an bn and ailena tat entity to e.p ble of 1 M' Fi eau pnapeety. • a. ,t.. {2r 3l.d.tatien .ball b. psist facie avian.. so 4taiu "Su=b. wt-, t e� • UsrLtr ams fin sttoa4 to o$E.i cb. thew �fK eututt. �p� •e W♦ f .47 j * ffc�-1,ck Sift' Ww '0. ltU_io_ 1[1111 i ][ Hail Citi !tit! I1 UUi II itlil I I I[ 709995 10/30/2336 CI:08P 81857 H808 M ALSDO F 1 of 1 R 6.00 D 0.00 GARFIELD COUtTY CO STATLAIEN'1' OF AUTtiQRnR (638-30-172, C.R.E.) 1. This Statement of Authority relater to a entityr named STOREhaART OR CJJROKUhl3. LLC 2. The type of entity is a: ❑ co poration ❑ nonprofit corporation D�- limited liability company ❑ general partncrnhfp ❑ li.auted partnership 3. The j] registered Iirn4ted liability partnership ❑ registered limited liability limited pertnerebip ❑ limited partnership association ❑ government or governmental oubdivinio, or agency entity is formed under the laws of COLORADO 4. The mailing addr ss for theCity s }S tju ' 1 yr fi 4 ?a� ./ 5. The g name gi position of each person authorised to execute instruments conveying, encumbering, or otherwise affecting title to real property on behalf of the entity 10 W. HRUDFORO SRERNAlr OR LZWTS G. POLLACR, 1dANACEPS 6?, The authority of the foregoing person(s) to bind the entity is Ejnot limited 0 limited as follows: 7. Other matters concerning the manner in which the entity deals with interests in real property: 5'. This statement of Authority is executed on behalf of the entity pursuant to the provisions of 638-30-172, C.R.L. ei Executed this day of ANNA FERRER Notary Public. Stale of Horida My comm. expires Jona 2, 2007 No, DD 218567 State of County of .I)L LN P 1 V Jest ) atwwH //aft, areas e. Patna the foregoing,�y Insf�ttr�ument was anlmowledgedy- ore 1�e Ghia LI4X% day of CN -4. .k , �--LIQ V t Witness my band and official veal. My commission expires: (alu WHEN RECORDED RETURN TO, .: 11 iSAM:TORO SIIFRMW 475 U. CAPITOL AVE. BTS 3BD1 LITTLE ROCK, ARK»ISAS 72781 Ca249764 Fora 75D 02/7103 RCA Notary Public 1• lay ran ahead at be need alae the etity in capebls a1 haldf.p title to real pmpaety P. The sones el fay liafuttiw them be prba Saois abate. that bo auab llalt.tfon made. 1. The etatemt of aatbarity met be manta to obtain the bee the at fa testate. 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Ltd s dAiintietit.. and all .1. ,:rightilirs,ilriliri.VilaSeil:.heraby given Ortatitee&itth aucaeianora and,.truolgna it.libact?ttiriffillAte :in . tbe, eke nt: that a ziatitela 13hal 1 ...ran. rob -a- period andcbparate, tl tO.;*. trUdture a e one truAted heron rider l*iy*,...ilfibl'intOltiirift.tiot of 4114', eatittlionV.tteihtee,.,ohittl, ',at':ltri 15kittiriliicAinedsi Sal; :remoVe all probevtg 'opined by: Or.: ista>' dratitectio,n plaittlaUd. quid' repdi r.• nal& premised,: au ,near1y 00, :p6 a 0111161it pi the pailla Olt ion. • thesnitTere ptylorv)...6 hnY: ,opit titr8bt WI1N] JJ who retifr.,.theae Ore aenta- linV6 becih bIzeirtitud I, • ,•• . . incidicand li.”.i.e/tlit'iAtiroonAlii • '• f,ti'jcirle20s1 1.20,G.;tiiv.::.tliaitcvood Springs,' iiplorndu , -. ±494' 711.14;...( 801 ); • :kg? , , ,;v2-jr04th tl :••• : t W -I/42 • • ,7?":5; ) iib STATE OF COLORADO GENERAL PERMIT APPLICATION Updated 2/02 STORMWATER DISCHARGES ASSOCIATED WITH CONSTRUCTION ACTIVITY This application is for use by all stormwater dischargers engaged in construction activities. Construction activities include clearing, grading, excavation, and other ground disturbance activities. Construction does not include routine maintenance performed by public agencies, or their agents to maintain original line and grade, hydraulic capacity, or original purpose of the facility. This application covers Large Construction Sites (disturbing 5 or more acres) and Small Construction Sites (disturbing at least 1 but less than 5 acres). See Items 4 and 5. The requirement for Small Construction Sites to obtain permit coverage begins on July 1, 2002. Application Due Dates: At least ten days prior to the anticipated date of discharge (start of construction), the owner or operator of the construction activity shall submit an application as provided by the Water Quality Control Division (the "Division"). This form may be reproduced. Permit Fee: Do not send any payment with this application. You will be billed once you are covered under a permit. Application Completeness: All items of the application must be completed accurately and in their entirety or the application will be deemed incomplete, and processing of the permit will not begin until all information is received. (Do not include a copy of the Stormwater Management Plan, unless requested by the Division.) One original copy of the completed application (no faxes) shall be submitted, only to: Colorado Department of Public Health and Environment Water Quality Control Division WQCD-Permits 4300 Cherry Creek Drive South Denver, Colorado 80246-1530 If you have questions on completing this application, you may contact the Division at (303) 692-3517. INSTRUCTIONS Item 1 - Provide the name and address of the permit applicant, including the company name, local contact, and mailing address. Indicate whether the applicant is the owner, developer or contractor of the construction site, and the status as a private, federal, state, county or other public entity. Include the applicant Federal taxpayer identification number (nine digits). Public entities should use their Federal employer identification number. This number will be used as an identifier for billing purposes. Item 2 - Provide the street address of the construction site. (If not available, include the nearest intersection or other identifying information.) For the approximate center point of the property, the longitude/latitude, to the nearest 15 seconds, must be included. This information is easily obtainable from a U.S. Geological Survey topographical map, available at area map stores. Also include the name of the construction project. 2/02/const -1- Item 3 - Briefly describe the nature of the construction activities. Include such things as what is being constructed, the ultimate land use, construction methods, or other factors which might affect stormwater quality. Item 4 - Provide the current estimated start and completion dates for the construction project. Start date: This is the day you expect to begin disturbing soils, including grubbing, stockpiling, excavating, and grading activities. Item 5 - Completion date: in terms of permit coverage, this is when the site is finally stabilized. This means that all disturbed areas have been either built on, paved, or a uniform vegetative cover has been established. Permit coverage must be maintained until that time. Even if you are only doing one part of the project, the estimated completion date must be for the overall project. If permit coverage is still required once your part is completed, the permit must be transferred to the owner/operator. For Small Construction Sites (1-5 acres), it is very important to provide an accurate estimate. If in doubt, assume a longer period of time. If your estimate is for 12 months or less, the permit fee will be $68* per quarter, with a minimum fee payment of one quarter. The quarter will begin on the date the permit is issued. For those permit certifications issued for longer than 12 months, the fee is $270* per year. You will receive your bill after the issuance of your certification. Payment is due upon receipt. (*Final amount to be determined by the 2002 Colorado legislature.) If your estimate is for 12 months or less, your certification will automatically expire at the end of the relevant quarter (see certification for exact date). If your project is not completed (finally stabilized) as defined above by that time, you must fill out the Construction Certification Extension form (included with your permit), or risk being in violation of the Clean Water Act. Provide both the total area of the construction site, and the area that will undergo disturbance, in acres. Note: aside from clearing, grading and excavation activities, disturbed areas also include areas receiving overburden (e.g., stockpiles), and areas with heavy equipment/vehicle traffic and storage. If the project is part of a larger common plan of development or sale, the disturbed area of the total plan should also be included. This will be used to determine if the project is a Small Construction Site (see Item 4), and if the site may qualify for the waiver discussed below. A "common plan of development or sale" is a site where multiple separate and distinct construction activities may be taking place at different times on different schedules, but still under a single plan. This includes phased projects, projects with multiple filings or lots, and projects in a contiguous area that may be unrelated but still under the same contract. If the total of the disturbed area is less than five acres, and the project will last less than one year, the site might qualify for a waiver based on the Rainfall Erosivity Factor. See http://www.cdphe.state.co.us/wq/PermitsUnit/wgcdpmt.html for more information. Item 6 - Identify the receiving water. Receiving waters are any waters of the State of Colorado. These include any and all surface waters that are contained in or flow in or through the State of Colorado (except for water withdrawn for use until use and treatment have been completed). This definition includes all water courses, even if they are usually dry. 2/02/const -ll- If stormwater from the construction site enters a ditch or stone sewer system, identify that system and indicate the ultimate receiving water for the ditch or storm sewer. Note: a stormwater discharge permit does not allow a discharge into a ditch or municipal storm sewer system without the approval of the owner/operator of that system. Item 7 - The certification of completion of a Stormwater Management Plan (SWMP) must be signed by the applicant or their authorized agent. Appendix A contains the requirements for the SWMP during the period of construction (as listed in the general permit). Submittal of the SWMP is not required, however it must be developed and implemented and kept at the construction site. The Division reserves the right to request the SWMP at any time. Note: The Division has a guidance document available on SWMP preparation (go to http://www.cdphe.state.co.us/wq/PennitsUnit/wgcdpmt.html or call (303) 692-3517). Item 8 - The application must be signed to be considered complete. In all cases, it shall be signed as follows: a) In the case of corporations, by a principal executive officer of at least the level of vice-president or his or her duly authorized representative, if such representative is responsible for the overall operation of the facility from which the discharge described in the application originates. b) In the case of a partnership, by a general partner. c) In the case of a sole proprietorship, by the proprietor. d) In the case of a municipal, state, or other public facility, by either a principal executive officer, ranking elected official, or other duly authorized employee. 2/02/const GENERAL PERMIT APPLICATION STORMWATER DISCHARGES ASSOCIATED WITH: CONSTRUCTION ACTIVITY (Permit No. COR -030000) For Agency Use Only COR -03 Year Date Received Month Day Code: 9A 9B 9C(1) 9D(2) 9E(3) 9F(4) Please print or type . All items must be completed accurately and in their entirety or the application will be deemed incomplete and processing of the permit will not begin until all information is received. Please refer to the instructions for information about the required items. An original signature of the applicant is required. 1. Name and address of the permit applicant: Company Name Coggins -Stewart Construction Mailing Address 1175 County Road 154 City, State and Zip Code Glenwood Springs, CO 81601 Phone Number ( 970) 920-0796 Federal Taxpayer (or Employer) ID#: Entity Type: :Ai* Who is applying? Owner I I Developer Federal _ State _ County Local Contact (familiar with facility) Travis Stewart IA1. taw City 1 I Other: Title Contractor Phone Number ( 970 ) 945-8463 2. Location of the construction site: Street Address 82 County Rd. #133 City, State and Zip Code Carbondale, Colorado 81623 County Garfield Name of plan or development Latitude and Longitude 39d37'25" N, 107d15'43" W Cattle Creek Storage 3. Briefly describe the nature of the construction activity: First demolition of the existing abandoned structures on the property will be done. Next earthwork and grading will be applied to areas within the project limits along with relocation of utilities to the proposed office/apartment. Then construction of the storage facilities and office/apartment is proposed. Followed by final site grading and resurfacing. 2/02/const -1- 4. Anticipated construction schedule (SEE INSTRUCTIONS!): Commencement date: May, 2008 Completion date: May, 2009 5. Area of the construction site: Total area of project site (acres) 11.06 +/- Area of project site to undergo disturbance (acres) 6.4 +/- If project site is part of a Larger Common Plan of Development or Sale, total area of common plan to undergo disturbance (see Instructions) n/a 6. The name of the receiving stream(s). (If discharge is to a ditch or storm sewer, also include the name of the ultimate receiving water): Cattle Creek, Roaring Fork River 7. Stormwater Management Plan Certification: "I certify under penalty of law that a complete Stormwater Management Plan, as described in Appendix A of this application, has been prepared for my facility. Based on my inquiry of the person or persons who manage the system, or those persons directly responsible for gathering the information, the Stonuwater Management Plan is, to the best of my knowledge and belief, true, accurate, and complete. I am aware that there are significant penalties for falsely certifying the completion of said SWMP, including the possibility of fine and imprisonment for knowing violations." ........................ �--- uj Islet �pphc ttt . D'a c Saga 'Cavil C-c6tovP.-r- VAtiemeantie 8. Signature of Applicant (legally responsible person) "I certify under penalty of law that I have personally examined and am familiar with the infonnation submitted in this application and all attachments and that, based on my inquiry of those individuals immediately responsible for obtaining the information, I believe that the information is true, accurate and complete. I am aware that there are significant penalties for submitting false information, including the possibility of fine or imprisonment." Signature of Applicant Date Signed Name (painted) Title 2/02/const -2- APPENDIX A CONTENTS OF THE STORMWATER MANAGEMENT PLAN (SWMP) The SWMP shall be prepared in accordance with good engineering, hydrologic and pollution control practices. (The SWMP need not be prepared by a registered engineer.) The main objective of the plan is to identify Best Management Practices (BMPs) which when implemented will meet the terms and conditions of the general permit. Note: The Division has a guidance document available on construction SWMP preparation (go to http://www.cdphe.state.co.us/wq/PermitsUnit/wgcdpmt.html or call (303) 692-3517). The plan shall identify potential sources of pollution (including sediment) which may reasonably be expected to affect the quality of stormwater discharges associated with construction activity from the facility. In addition, the plan shall describe and ensure the implementation of BMPs which will be used to reduce the pollutants in stormwater discharges associated with construction activity. The BMPs must be implemented before construction/grading begins. Construction operations must implement the provisions of the SWMP required under this part as a condition of this permit. The SWMP shall include the following items, at a minimum: 1. Site Description Each plan shall provide a description of the following: a) A description of the construction activity. b) The proposed sequence for major activities. c) Estimates of the total area of the site, and the area of the site that is expected to undergo clearing, excavation or grading. d) An estimate of the runoff coefficient of the site before and after construction activities are completed and any existing data describing the soil, soil erosion potential or the quality of any discharge from the site. e) A description of the existing vegetation at the site and an estimate of the percent vegetative ground cover. f) The location and description of any other potential pollution sources, such as vehicle fueling, storage of fertilizers or chemicals, etc. g) The location and description of any anticipated non-stormwater components of the discharge, such as springs and landscape irrigation return flow. h) The name of the receiving water(s) and the size, type and location of any outfall or, if the discharge is to a municipal separate storm sewer, the name of that system, the location of the storm sewer discharge, and the ultimate receiving water(s). 2. Site Map Each plan shall provide a generalized site map or maps which indicate: - construction site boundaries - all areas of soil disturbance - areas of cut and fill - areas used for storage of building materials, soils or wastes - location of any dedicated asphalt or concrete batch plants - location of major erosion control facilities or structures - springs, streams, wetlands and other surface waters - boundaries of 100 -year flood plains, if determined 3. BMPs for Stormwater Pollution Prevention The plan shall include a narrative description of appropriate controls and measures that will be implemented before and during construction activities at the facility. ?J02/const A-1 The plan shall clearly describe the relationship between the phases of construction and the implementation and maintenance of controls and measures. For example, which controls will be implemented during each of the following stages of construction: clearing and grubbing necessary for perimeter controls, initiation of perimeter controls, remaining clearing and grubbing, road grading, storm drain installation, fmal grading, stabilization, and removal of control measures. The description of controls shall address the following minimum components: a) Erosion and Sediment Controls 1) Structural Practices. A description of structural site management practices which will minimize erosion and sediment transport. Such practices may include: straw bales, silt fences, earth dikes, drainage swales, sediment traps, subsurface drains, pipe slope drains, inlet protection, outlet protection, gabions, and temporary or permanent sediment basins. 2) Non -Structural Practices. A description of interim and permanent stabilization practices, including site-specific scheduling of the implementation of the practices. Site plans should ensure that existing vegetation is preserved where possible and that disturbed areas are stabilized. Non-structural practices may include: temporary seeding, permanent seeding, mulc hing, geotextiles, sod stabilization, vegetative buffer strips, protection of trees, and preservation of mature vegetation. b) Materials Handling and Spill Prevention The SWMP shall identify any procedures or significant materials handled at the site that could contribute pollutants to runoff. These could include: exposed storage of building materials, fertilizers or chemicals; waste piles; and equipment maintenance or fueling procedures. Areas or procedures where potential spills can occur shall have spill prevention and response procedures identified. Measures to control stormwater pollution from dedicated concrete batch plants or dedicated asphalt batch plants covered by this certification, must be identified in the SWMP. 4. Final Stabilization and Long-term Stormwater Management A description of the measures used to achieve final stabilization and measures to control pollutants in stormwater discharges that will occur after construction operations have been completed. Final stabilization is reached when all soil disturbing activities at the site have been completed, and uniform vegetative cover has been established with a density of at least 70 percent of pre -disturbance levels, or equivalent permanent, physical erosion reduction methods have been employed. For purposes of this permit, establishment of a vegetative cover capable of providing erosion control equivalent to pre- existing conditions at the site can be considered final stabilization. The permittee will be responsible for providing to the Division the documentation to make this comparison. The Division may, after consultation with the permittee and upon good cause, amend the fmal stabilization criteria for specific operations. 5. Other Controls A description of other measures to control pollutants in stormwater discharges, including plans for waste disposal and limiting off-site soil tracking. 6. Inspection and Maintenance A description of procedures to inspect and maintain in good and effective operating condition the vegetation, erosion and sediment control measures and other protective measures identified in the SWMP. 2/02/const A-2 Stormwater Management Plan for Cattle Creek Storage November 10, 2007 Prepared for: Coggins -Stewart Construction 1175 County Road 154 Glenwood Springs, CO 81601 (970)920-0796 Prepared by: Boundaries Unlimited Inc. 823 Blake Avenue, Ste. 102 Glenwood Springs, CO 81601 (970) 945-5252 INTRODUCTION The proposed construction of Cattle Creek Storage, involves the construction of six new storage buildings that vary in size. A managers unit will also be built that will include an apartment and office space. Existing utilities will be used and extended to the new managers unit. An existing water line from the Cattle Creek Water Association will be capped on the north side of the property. A new septic system will be installed. The entire property is approximately 11.6 acres. Construction activities will take place on approximately 6.4 acres of this property. This plan covers the mitigation of the adverse effects of storm water runoff during construction operations. The owner, contractor and subcontractors will be responsible for the construction of the infrastructure and protection of adjacent water courses. CONSTRUCTION SEQUENCE The date for beginning construction activities is estimated to be January, 2008. Implementation of the storm water management plan is required to be in place prior to initiating construction activities. The storm water management sequence begins with the installation of the perimeter sediment controls such as sediment control fencing and erosion protection bales, followed by demolition and removal of existing structures on the property. Next site grading including the removal of existing fill for recompaction and the construction of the access, parking, storage facilities and will be done. Other events that will occur during the construction will be the installation of a new septic system, installing a retaining wall on the north and south sides of the property, and connection to the existing utilities. Finally, protective riprap or erosion control fabric will be installed and the revegetation of the site is to be completed. Stabilization of the soil shall occur after each construction activity phase is completed. The stabilization methods will be further described below. EXISTING CONDITIONS Existing conditions consist of mostly disturbed soils accumulated as fill from surrounding construction sites over the years along with a few structures such as a batting cage concrete pad, go-kart track, mechanical sheds, grain bin, and barn. Historic vegetation on the site was comprised of grass and sagebrush. The current site is approximately 60% disturbed from its historic conditions. Historic site soils consist of Type B soils which are defined by the National Resource Conservation Service (NRCS) as soils which have moderate infiltration rates when thoroughly wetted and soils with moderately fine to moderately coarse texture, and Type C soils which are soils which have a slow infiltration rate when thoroughly wetted and soils of moderately fine to fine texture. Existing vegetative cover consists primarily of grasses along the perimeter of the site. The site is located adjacent to Cattle Creek, which ultimately flows into the Roaring Fork River. The ground surface of the property slopes uniformly downward to the south, beginning -1- with a 4 to 8 foot embankment at County Road 113 and gradually flattens out south as it approaches the Cattle Creek floodway then steps another 3-6 feet down and continues to flatten out as the ground approaches the banks of Cattle Creek. The expected runoff curve number for the existing conditions is 74 for the entire property. PROPOSED CONDITIONS As previously described the proposed development involves the construction of office/apartment, storage facilities, parking lot, access road, retaining wall, and utilities. The site will continue to drain into Cattle Creek and the access driveway and parking will be asphalt with concrete sidewalks. Disturbed areas will be revegetated with a native dryland grass seed mixture. The expected runoff curve number for proposed conditions will be 77 for the entire property. STORMWATER RUNOFF — DRAINAGE PLAN Stormwater runoff from this site will be, in general, unconcentrated sheet flow and shallow channel flow. General storm water runoff will be directed towards area/trench drains and piped to storm manholes with stormwater treatment capabilities to the south of the project that ultimately drain into Cattle Creek. An existing drainage ditch located near the managers unit will be regraded to allow drainge to a new drainage inlet that will ultimately drain into a storm manhole for treatment. The existing inlet/culvert will be removed. Cattle Creek is a perennial stream that primarily maintains flow through upstream runoff and snow melt. There are no potential pollution or non -storm water sources being generated by this project other than that from the parking lots. Please see the plan for additional information. BEST MANAGEMENT PRACTICES (BMPs) The following describes the site management procedures that will be implemented at the Cattle Creek site in accordance with typical Best Management Practices. During construction activities and until vegetation can be established, sediment control fencing will be installed along portions of the perimeter of the disturbed area caused by the construction of the new storage buildings and driveway. Additionally all drainage swales will be Lined with 9" diameter riprap or North American Green SC250 Erosion Fabric along with erosion control logs at the mouth of swales to prevent erosion. Also 12" diameter riprap or North American Green P550 Erosion Fabric will be installed on the slope that runs along Cattle Creek to prevent erosion in the event of a flood. These controls should be sufficient to mitigate the sediment discharged into the creek. Sediment and mud shall be prevented from leaving the construction site by immediate placement of a stabilized construction entrance. The contractor is responsible for cleaning and general upkeep of existing public roads used for access. hi the interim -2- condition, water trucks should be maintained and utilized onsite for the duration of the construction period to minimize potential construction dust uprising as an effective dust control measure. Good housekeeping BMPs should be followed throughout the entire life of the project. These include the following: - refuse receptacles should be regularly emptied and equipped with lids, - keeping machinery in good operating condition to prevent leakage, and - apply appropriate (not excessive) amounts of fertilizer to the landscaping. - scheduled maintenance of BMPs and cleaning of any downstream storm drains, grates and inlets. Other housekeeping practices should include general site cleanliness and proper training of employees. Seeding of disturbed areas is needed after the completion of construction. The seeding may be only temporary if it is in areas that will contain pavement or buildings in the future. MATERIAL HANDLING AND SPILL PREVENTION No chemicals, fuels or other materials are anticipated to be stored on site. If fuel or oil for construction machinery is present on the site, materials should be stored and handled in covered areas to prevent contact with stormwater, and chemicals should be stored within berms or secondary containment devices to prevent leaks and spills from entering stormwater runoff. Cleaning and fueling of machinery should be done during dry weather, if possible. Washing of concrete trucks and other equipment into the storm drainage system is prohibited. Spills or accidents shall be immediately reported to the SWMP Administrator and depending on the nature of the spill involved, the Colorado Department of Health, downstream users, or other agencies may need to be notified. FINAL STABILIZATION Once construction activities are completed, final stabilization of the disturbed areas will begin. Within one growing season of the project completion, uniform vegetative site coverage shall be equal to or greater than 70% of the pre -disturbance levels, or equivalent permanent, physical erosion reduction methods have been employed to be considered stabilized. When the site is determined to have reached the final stabilization stage, sediment control fence can be removed. INSPECTION AND MAINTENANCE A thorough inspection and maintenance of the storm water management system is required every 14 days and after any precipitation or snowmelt event that causes surface - 3 - runoff. The permit will describe the inspection procedures to follow. As part of the inspection, a logbook needs to be kept. The following information should be included in the logbook (per "Construction Guidance Document: Preparing a Storm Water Management Plan," Colorado Department of Public Health & Environment, 7/94): - records of any spills, leaks, or overflows, including time, date and weather condition, - implementation of specific items in SWMP, - events involving materials handling and storage, - contacts with regulatory agencies - maintenance and repair of storm water management controls, - preventive maintenance activities, - inspection activities and - dated photographs. RETENTION OF RECORDS The permittee shall retain a copy of the Storm Water Management Plan required by this permit at the construction site from the date of project initiation to the date of final stabilization. The permittee shall retain copies of the Storm Water Management Plan and all reports required by the permit and records of all data used to complete this application for a period of at least three years from the date of final stabilization. -4- tCONSTRUCTION SHALL MEET OR EXCEED NORMAL INDUSTRY STANDARDS AND THE STANDARD E5TABU5HE0 BY GARFIELD COUNTY, AND BE SUBJECT TO OBSERVATION 8Y GARFIELD COUNTY ANO PROJECT ENGINEER. Civil Construction Plans for the Catt/e Creek Storage A Parcel of Land Situated in the SEI/4, Section 7, Township 7 South, Range 88 West of the 6th P. M., Garfield County, Colorado THE November 6 , 2007 2. 0I57ING UTILITIES ARE SHOWN AS THEY ARE BELIEVED TO EXIST. THESE UTILITIES. A5 SHOW, MAY NOT REPRESENT ACTUAL FIELD CONDITIONS. PRIOR TO ANY EXCAVATION. CONTRACTOR SHALL CONTACT ALL APPROPRIATE UTILITY COMPANIES FOR UNE LOCATIONS CONTRACTOR SHALL NOTIFY PROJECT ENGINEER OF ANY POTENTIAL CCNFUCTS PRIOR TO UIIl11Y CONSTRUCTION SO THAT UNE OR GRADE CHANGES CAN BE MADE TO AVOID A CONFLICT OF EXISTING UTILITY. THE CONTRACTOR SHALL PROTECT ALL EXISTING UTILITIES FROM DAMAGE DURING CONSTRUCTOR. 114E CONTRACTOR, AT NO EXPENSE TO THE OWNER OR PROJECT ENGINEER SHALL REPAIR ANY DAMAGED UIUTIES 3. ALL EXCAVATIONS FOR URUTY LINES. RETAINING WALLS. ROADWAYS, BUILDING STRUCTURES, DRAINAGE FACILITIES AND TRENCHES. SHALL MEET THE REQUIREMENTS OF THE OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (091A), COLORADO INDUSTRIAL COMMI5908. COLORADO DAIMON OF MINES. OR THE cOL0RA00 DEPARTMENT OF TRANSPORTATION, 1111104 EVER APPLIES. 4. FOR ANY CONSTRUCTION ACTINTY WITHIN THE COUNTY ROAD RIGHT-OF-WAY, CONTRACTOR SHALL PROVIDE ALL WARNING UGHTS. SIGNS, BARRICADES. FLAG MEN OR OTHER DEICES NECESSARY TO PROVIDE FOR PUBLIC SAFETY IN ACCORDANCE WITH THE CURRENT MANUAL OF UNIFORM TRAFFIC CONTROL DEICES. THE CONTRACTOR WILL 8E RESPONSIBLE FOR ALL CONSTRUCTION ZONE TRAFFIC CONTROL. A CONSTRUCTION TRAF110 CONTROL PLAN MUST BE 5UBMITIEO FOR RENEW M40 APPROVAL TO GARFIELD COUNTY ENGINEERING DEPAR19041 AND 114E PROJECT ENGINEER, 7 DAYS PRIOR TO COMMENCING CONSTRUCTION WITHIN 114E COUNTY ROAD R1047 -CF -WAY. 5. PREPARATION OF S17RMWA1ER MANAGEMENT PLANS PERMITTING AND COMPLIANCE ARE THE RESPON98IUTY OF THE CONTRACTOR. 8. AUL CORRUGATED POLYETHYLENE PIPE (CPP) SNALL BE ADVANCED DRAINAGE SYSTEMS 14-12 WATER 11GHT PIPE (ADS N -12 -WI) OR ENGINEER APPROVED EQUAL 7. ALL EROSION CONTROL FABRIC 70 8E NORTH AMERICAN GREEN (NAG) P550 (WHERE 910WI1) OR ENGINEER 52080100 EQUAL 8. FOLLOW 010100811CAL RECCMMENDA110NS ACCORDING 70 THE HP 6E01E04 INVESTIGATIONS & STUDIES. 9. ADJUST 114E TABULATED THRUST BLOCK BEARING AREAS SHOWN ON THE DETAIL 91EE7 FOR 2,000 P5F 501E BEARING CAPACITY. 10. ALL SHALLOW UIEJTES MUST MAINTAIN 3 FEET MINIMUM DEPTH 80.01V ANY DITCH CROSSING, 6 FEET FOR WATER UNES. 11. COMPACTION MUST BE ATTAINED AND COMPACTION RESULTS SUBMITTED TO GARFIELD COUNTY AND TIE ENGINEER PRIOR TO ACCEPTANCE. 850 STANDARD PROCTOR IS REOUIREO FOR ALL CONSTRUCTION A140 TRENCH BACKFILL UNDER THE ROADWAYS, UNLESS OTHERWISE NOTED. 12. THE CONTRACTOR SHALL CONTAIN HIS CONSTR0000N ACTI1TIES TO 714E AREA WITHIN THE STREET RIGHT-OF-WAY, PROPERTY OWNED. OR EASEMENTS PROVIDED TO 114E OWER. THE CONTRACTOR SHALL NOT OPERATE OUTSIDE T415 AREA WITHOUT THE PRIOR CONSENT OF THE PROPERTY OWNER INVOLVED. ANY DAMAGE TO PRIVATE PROPERTY BY THE CONTRACTOR OUTSIDE THESE UNITS WITHOUT THE PERMISSION OF THE PRIVATE PROPERTY OWNER WILL BE THE RESP0NSN8UTY OF THE CONTRACTOR. 11 ME CONTRACTOR SHA1J. ENSURE DRAINAGE IS DIRECTED AWAY FROM AU. STRUCTURES IN ALL DIRECTIONS DO NOT ALLOW WATER 70 POND 7191E 14. THE CONTRACTOR SHALL AT ALL TIMES KEEP TWO FULL SETS OF CONTRACT DRAWINGS MARKED UP TO INDICATE 114E AS -BUILT CONDITIONS. THE ORATING'S SHALL BE PROVTDE0 TO THE OWER AND THE ENGIN1ER UPON COMPLETION O' THE WORK. WHERE PRACTICAL, 114E CONTRACTOR IS TO PR00101 AT LEAST TWO TIES FROM PHYSICAL MONUMENTS TO ALL FITTINGS. VALVES, MANHOLES, AND THE END OF ALL SERVICE ONES 15. ON-9TE OBSERVATIONS AND REVIEW CONDUCIOD 8Y THE COUNTY OR PROJECT ENGINEER OF CONSTRUCTION WORK IN PROGRESS ARE NOT TO 81 CONSTRUED A5 A OIARANTEE OR WARRANTY BY 1141 COUNTY ON PROJECT ENGINEER OF THE COMPLETED WORE AND THE CONTRACTOR'S RESPON981UTIE5. 16. SAFETY IS THE CONTRACTOR'S RESPONS8UTY. NEMER 714E PROJECT ENGINEER, NOR 114E COUNTY ARE RESPONSIBLE FOR SAFETY IN. CN OR ABOUT THE SITE, NOR FCR COMPLIANCE BY THE APPROPRIATE PARTY WITH ANY REO9LA110NS RELATING HERETO. 17, THE CONTRACTOR SHALL MAINTAIN EXISTING DRAINAGE CHANNELS AND IRRIGATION FAOUTIES DURING CONSTRUCTION AS NECESSARY TO PROTECT ROADS, PROPERTY AN0 PROVIDE CONTINUOUS IRRIGATOR 5ER10E. 18. RIE CONTRACTOR SHALL TAKE ALL APPROPRIATE PRECAUTIONS TO SIGNIFICANTLY REDUCE ANY POTENTIAL POLLUTION CAUSED BY HIS ACTIITIES, IN0UDING VE1110.1 FUELING STORAGE OF FERTILIZERS OR CHEMICALS. ETC. THE CONTRACTO4 SHALL HAVE IDENTIFIED PROCEDURES FOR HANOLINC POIEN0AL POLLUTANTS AND HAVE REN10110 SPILL PREVENTION AND RESPONSE PROCEOURES PRIOR TO ANY ACTVIT115 AT THE PRO,ECT SITE 19. THE CONTRACTOR 94ALL NOT SCALE ORAWING5 FOR CONSTRUCTION PURPOSES. ANY 0159NG DIMENSIONS OR DISCREPANCIES IN PLANS 110.0 STAKING, OR PHYSICAL FEATURES SHALL BE BROUGHT TO THE ATTENTION OF ME PROJECT ENGINEER IF THE CONTRACTOR PROCEEDS WITH THE w0 0 WITHOUT 8001)1NG THE ENGINEER, HE DOES SO AT HIS OWN RISK. 20. ALL UIXI01S, BOTH UNDERGROUND OR OVERHEAD, SHALL 8E MMNTNNEO IN OONTINUOJS SERVICE THROUGHOUT THE ENTRE CONSTRUCTOR PERIOD, EXCEPT AS NOTED IN THE SPECIAL CONDITIONS. THE CONTRACTOR SHALL 8E RESPONSIBLE AND UA9IE FOR ANY DAMAGES T0, OR INTERRUPTION OF. SERVICES CAUSED BY 114E CONSTR01004. 21. CONTRACTOR TO NOTIFY UOUTY USERS AT LEAST 24 HOURS IN ADVANCE OF ANY WATER. SEWER OR OTHER UTILITY SHUT DOWN. MORE NOTICE MAY BE REQUIRED FOR MAJOR CONNECTORS 22. ALL DISTURBED AREAS KIST 81 REVEGETATEO. TEMPORARY IRRIGATION MAY 8E REQUIRED TO REESTABLISH VEGETATION. 23.OSPOSAL OF TRASH, ASPHALT, CONCRETE AND CONSTRUCTION DEBRIS IS THE CONTRACTORS RESPON0BIUTY AND SHALL BE CONSIDERED PART OF THE WORK. 24. HEAT TAPE SHALL BE INSTALLED IN All ROOF GRAIN PIPES, 00m4SPOU75$ 180104 DRAINS AND THE OUTFALL DRAINAGE SYSTEM. 25. ALL CONCRETE SHALL BE 4000 P9 WITH FIBER MESH ADDITIVE AT 1-1/2180/01 YD. 28 CONTRACTOR TO VERIFY EXISTING SITE INFORMATION, INCLUDING STRUCTURES, PROPERTY ONES, UTILITIES, ROADWAY & O1TIERS THAT MAY AFFECT THE SCOPE OF THE WORK PRIOR TO BEGINNING CONSTRUCTION. 27. CONFLICTS OR DISCREPANCIES 8418 GRADES OR UTUTIES SHALL BE 89041017 TO THE ATTENTION OF ENGINEER IMMEDIATELY. 28 ADDITIONAL NOTES ARE LOCATED ON PLANS AND EACH DETAIL SHEET. OWNER: COGGINS-STEWART CONSTRUCTION 1175 COUNTY ROAO 154 GLENWOOD SPRINGS, CO 81601 970.920.0796 Boundaries Unlimited Inc. Attn: Derle Walter, PE 823 Bloke Ave.. Ste. 102 Glenwood Springs, CO 81601 970.945.5252 SURVEYOR: Tuttle Survey Services Attn: Jeff Tuttle, PLS 823 Bloke Ave., Ste. 102 Glenwood Springs, CO 81601 970.928.9708 ANTICIPATED UTILITIES: Potobie Water. Cattle Creek Water Association Sewer. ISDS Electric & Gas: %cel Energy Telephone: Owest LEGEND ax O1� HN DI -ET 0 -ET EE -EI -T5 8-8 e'r A 4 es re YTe 5-r Ns ---*0 -.s -ILY E -ems -•-�� t EXIS0NG ROADWAY EXISTING 2' CONTOUR 030585 ID CONTOUR PROPOSED 2' CONTOUR PROPOSED 10' CONTOUR PROPOSED SEDIMENT CONTROL FENCING PROPOSED CULVERT WITH INLET PROTECTION 095115G CULVERT EASEMENT BUILDING ENVELOPE PROPERTY UNE CENTERLINE EXISTING FENCE DITCH FLOWUNE EXIs0NG OVERHEAD UTILITIES 09011NG ELECTRIC/TELEPHONE EXIS0NG GAS PROPOSED ELEC1RIC/IDIPHONE PROPOSED GAS/ELECTRIC/TELEPHONE PROPOSED 8'WATER MAIN/VALVE PROPOSED Y WATER SUPPLY UNE PROPOSED FIRE HYDRANT PROPOSED 3/4' WATER SERVICE ea PROPOSED 6' IRRIGATOR NNN/VALVE PROPOSED 1-1/4' IRRIGATION SERVICE PROPOSED ELECTRIC/TELEPHONE BOXES EXISTING POTABLE WATER WELL FLOW ARROW HAY BALES/EROSION CONTROL LOGS Project Layout SCALE: l'= 100' VICINITY MAP SCALE: 1' = 4000' Plan Sheet index Sheet # Title T-1 --- Title Sheet D-1 --- Demo Plan SP -1 -- Site & Grading Plan MU -1 -- Master Utility Plan MU -2 -- Storm Drainage Plan PP -1 --- Driveway Plan & Profiles PP -2 -- Driveway Plan & Profiles DET -1 - Roadway, Drainage & Erosion Control Details O 2 O O 3 U 0 FILE INFO: PRdIeTRE 01031 PROJECT NAME Care Geek FILE NAME 1101 T-1 `N-``AYP' : 1 i )‘1,41.•,- D 1 ( Alf - .,c $ pilliii " �. r (((j ��� rta�T: DIST", I,. . P .141161 �`\ 'ITS; I ` tel „4a ►. ppr ,,�//� 1`;1± ��+ . / t JJ.i 4 (' / FNk\ ,.fir ..._- Api• 1 lki �1 11171, �'C✓ g , V , , SPNDIQZ. R f'rr t; Project Layout SCALE: l'= 100' VICINITY MAP SCALE: 1' = 4000' Plan Sheet index Sheet # Title T-1 --- Title Sheet D-1 --- Demo Plan SP -1 -- Site & Grading Plan MU -1 -- Master Utility Plan MU -2 -- Storm Drainage Plan PP -1 --- Driveway Plan & Profiles PP -2 -- Driveway Plan & Profiles DET -1 - Roadway, Drainage & Erosion Control Details O 2 O O 3 U 0 FILE INFO: PRdIeTRE 01031 PROJECT NAME Care Geek FILE NAME 1101 T-1 { REMOVE STRUCTURE REMOVE ACCESS REMOVE CONCRETE PAD PROPERTY BOUNDARY 0 REMOVE RETAINING WALL REMOVE YARD HYDRANT REMOVE TREES 1 REMOVE PAVEMENT AND CAG OF THE EXISTING ACCESS REMOVE DRAINAGE 1 t STRUCTURE DURING S INSTALLATION OF NEW STRUCTURE REMOVE CONCRETE BATING CAGE PAD, WALLS ANO FILL A550001E0 W 1N 111E STRUCTURE WATER MAIN TO BE CAPPED AT THE PROPERTY LINE RF6W ITION PI AN GFNFRAI NOTFSi 1. OEMOUTON REQUIRES THE 5010095E REMOVAL AND SUBSEQUENT DISPOSAL OF EXI51W0 MATERIALS AS INDICATED. 2 ANY DIMENSIONS SHOWN ON THE PLAN ARE APPROXIMATE VERIFY REQUIREMENTS OF PROPOSED CONSTRUCTION PRIOR TO COMMENCEMENT OF WORK. 3. ALL CONTRACTORS SHALL VISIT THE JOB SITE AND COMPLETELY FAMUARIZE THEMHSELVES `ATH 04051180 CONDI 111015 PRIOR TO BO. ITEMS FOUND DURING SITE INSPECTION, BUT NOT NOTES ON ORAWINGS MAY NEED TO BE REMOVED. CONTRACTOR TO DISCUSS THESE ITEMS WITH OWNER REPRESENTATIVE AND ARCHITECT BEFORE PROCEEDING 4. PERFORM DEMOLITION IN AN ORDERLY AND CAREFUL MANNER IN TRACH TO ACCOMMODATE THE PROPOSED CONSTRUCTION 5. PROMPTLY REPAIR DAMAGES CAUSED TO ADJACENT FACUTIES OR PROPERTY BY OEMOITION PERFORMED 04 EXCESS OF THAT REQUIRED AT NO COST TO THE OWNER OR THE OWNER REPRESENTATIVES. RETURN STRUCTURES AND SURFACE TO THE CONDITION EXISTING PRIER 70 THE COMMENCEMENT OF 00110UTO7 WORK B. RELOCATE PPE5, CONDUITS, DUCTS AND OTHER MECHANICAL 0R ELECTRICAL WORN WHERE SPECIFIED ON THE PLANS VERIFICATION OF EXISTING CONDITIONS: 1. IN AS MUCH AS THE OEMOUTION OF THE EXISTING 91E REQUIRES THAT CERTAIN ASSUMPTIONS BE MADE REGARDING EXISTING CONOTONG A140 BECAUSE SOME OF THESE ASSUMPTIONS MAY NOT 8E VERIFIABLE WITHOUT EXPENDING ADDITIONAL SUMS OF MONEY, CR DESTROYING OTHERWISE ADEQUATE OR SERVICEABLE PORTIONS OF THE BUILDINGS. THE ARCHITECT AND ENGINEER ARE 1400 RESPONSIBLE FOR CONDITIONS DISCOVERED DURING CONSTRUCTION WHICH DIFFER FROM THOSE INDICATED CN THESE OR OTTER DRAWINGS. THE CONTRACTOR. UPON MAKING SUCH A DISCOVERY, SHALL NOTIFY THE OWNER REPRESENTATIVE AND ARCHITECT IMMEDIATELY FOR GUIDANCE OR HOW TO PROCEED. 2. LOCATE ALL UNDERGROUND UTILITIES PRIOR TO STARTING OEMOUTION. PROTECT EX1511710 U1IUTIES TO REMAIN. REMOVE WALL, I REMOVE t 1.1001 SHED • /REMOVE PAVEMENT ( 1 ,! - ASSOCIATED WT111 THE L GO-KART TRACK 160-YR�� pe 1a J-yF" Lp 100� d ......-:::.::::;lip..' I , i•:G:'..%?;CAVA,e: jN1Bi 1 FIELD,...:,_.' �y SEPTIC.'7 ti; t1' r REMOVE AL UGHTPOLE PAVE REMOVE SHEDS CpUNryRO 13 100 -YR GRAPHIC SCALE m 0 IA TO 10 EXISTING ACCESS TO BE ` YAWNED AND REGRADED REMOVE RETAINING WALL• ( BR FOOT') 1 inch . 80 M. ACCESS TO BE ABANDONED O 0 O C U 0 a REMOTE BARN & SILO _�` Cattle Creek — — — .\\ NN 1i N`- \ \\ "- \\ 100- 00 -YR 100.1.4, - , / \\ 4U b0 A c m `o « 0 O. _ Y c 0 iN c U c 01 0 0 U DI3 5Y VU FILE INFO: 07011 v. PROTECT NAME Cattle Peek ME NAME 0,00 D-1 \ \ m �-ti E 11646.66 GRAPHIC SCALE . \ ``� • E 11562.22 ,n \ � a FL16Dcaa'- Z V) K 'I + ,./\•, 1 l 1 o M ` `sr , 1073 i �^'�. • `. 8037.94 ,.7--".2.•-‹...'; + _ SIGN � •• '� .. , _ : ` l �`` ... ,' ''��\. 1 - _ � i \s ' <,TN `` ,� � 1078 .. ,007 � �► 1114 ` 603250• 32,0 X. I 8032.1§ l 1079 rY, 1006 YAN 1`803250ACCESSIBLE 6022076 .50 - 6017200 c SIGN _ ' F ;, • . '.�. TI E' 1 _\ ' i. 4 H0 t .2,3 i . I I Ih 1059 u.'SPA• :,Ts, t o i 8031.50 .' 1 1�' I '8030.91 1 1101 i ,00! ' 1124 030.87 �Ij�� T som.00 ,od' 3t,1oi� j 164 neer) 1 Inch = 00 EL ,: 1000 R24" AREA IM EL• 029.0 6038.2. MATCH EXIsnxc 1074 r 6038.84 , ND STOP �, � 15• ?`. 6032.83 a I11B & ` 603200 • ao3sle �� r0 3' �` 031.00 n \ ' - \ \ :J ' 089 , =6020.50 '� '.. � ,, - � �10-19.6 -'0106 \ T \ 60?9,Q8.. ^..�8(Y1232., � � ,., 1070 --••••4771% -. � �.., 602151 it � . -, 1104 6020.54 `,� 1122 619.73 ?0• 1 �6x... r, - 1072'-- v •. 6020139 w. � 1•. 1051 p•• 6019.71 \ ` �` � ��'•. -,� 1064 \ .50426 -. - -1065 - MATCH COMING 1107 6037.09 � 602&57'4• _ . _ 1066 . _ � 90301,90 i• T R kik '1i0s•• 6dj941' •` .:+. \ �+ "''.. 7 . e ----- �� \ \ \ `\ `STOP SIGNr44 1067 601272 �: Irk d z V ,3 W DR.: Id CK.: djw r- o W Q = . �60JE1.50 ����� 1135 iP, B CLASS 6 ABC L1��� .. \ �'\ 1 11b2•� 6030.19 4' WW1.' .,11'. Cl+\ 'I '\ \ k •. .603.14 �. \ 18070.6!' j I :^1086 PROPO6ED'BlIIL0N0 •) . \ 1 18024.00", �. FT EL BD}1.14 ^ \ I I .1084 • 1010_--' _`�- NO\ - '-..\ 1113 IL 6011.14-PRCPOSEO 1 'i •-13 1055 1052 6019.91 6019.91 \' 1054 �\ ' 1D58 ) \ 'pp 1068_ \tOB9 , 6042 43 ` \ \' `-"'.::...._ 11 5 /.,•�� .....6019.911l '.: ':::_ - ••' �''._____.- mited, Inc. g & Civil Engineers a Avenue, Ste. 102 Springs, CO 81601 fax: 970.384.2833 '� = ••L 1 6021,0 &IAINNC 1012 T 3 I\ `. , FF 6L 61322.47 7 L. ..-•tom 1700 602247 21 RETAI INC.- 109 , 11 .1yA. 60 1 1 1129 ( l� 602208 021.•' 1094 :02220 1025 602 ate y 6026.00 -. \Tpp \ ` \ \ \ \': � ''\ .��q 6019.1�r+'1rAr� \ ., t=7� ��+q•_:-; /_ _� �� " LINE SWALE WITH NORTH `"•_. .•_ �/_.'^•-J AMQIICAN GREEN 0350 EROSION FABRIC _ _.... N' x7DE %12V LONG) .. .._._ ...__.. .. 1V ' I 18 �ta _1-��110•�� 1 1066 ,�1,1 1019 1 { 602&00 1 ---f 10[1 TCP TB�.EFNN 1215 GRADE REWIRED 6020.50, 6024.00 J•. TOP 602 NG CNF/ o To 7 I BOT' 1 = PROP06ED BOILdNG BdILNNG CONFlWRAnON FF d 602228 ( 1pjp V l ` 4 80'2.26•Wa PROPOSED BUILDING'. i 1 1 _-....- . EL 0.26C 0 A 1021 .......'• 1.......-. .. ,. .. ;< ��� 6D2426 1096 f' \ •11 6022.28 6021.81 ,, :: 71967.22 \ EAST ACCESS 1112' ] 1. 1 . SCALE 1,30' ' {101 \ \ \ \ • 1081 \� �-_ 7097 •....... � - \ .00 _ 0211.72^ i` ` ",78134 RETAINING \\ 20.261 Wan - � INVERTED -----/1\ �r ,\ WALL TO BE BY 1098' 1020 �+� \ OTHERS �� 6019.26 - ^.� 1131 8019.32 - 1041 \ `�' :. ` _ / __'_' ..� - 601973 \ ~. • SEEEASTACCESS Coggins -Stewart Construction] pp� 1 BCU 1175 County Road 154 gis�`1- "`i - Unll Glenwood Springs, CO 81601 823 Bllak 970.920.0796 Glenwood tele: 970.945.5252 m I 4 73 f D 1 i 7` i i I I 41036 I 6019400" 1 '6 1 1 �8i 2 �i y rt : ;. I TOR ; Ta 71\ i _ 9}p 1136\2s<N. .. ., \ x.�+,.00. . • ALP-�:. \ ' 1`010• ‘'‘,•••";''' ,033 6019.50 aQtnei� \ \' •..-•-•;:•'•„�_ 10063. :819.33 - `� 1093 ~_~` ..... { WILDING V 104'1 7 �1� --f -: _ 8019.91 .. �` _ , 110301 ' PROPOSED'.• FF FL60; .50 ,- \ ._ _11,9. ~ _ __ _ .1 9.1 .. -. 1043 6X- ` - - - "80 ...''._4�..,` ' C'-. `!7 ..... 16019.91 N. , ' ;'` 1136 _ OO, 1 „39 ,ow 607 ,720 �;,9 ryRpq L ' - .1035 � ... -- r' - 001&00 19.12 �1! \moi 019.73 6021.00.' . � _ G QMfO OSI a $ B/9.So : CLASSOT ARS • - 099 -.__, .. ..._• n n 039 l.,olo \•'ABC \ >\ \, N \\ • - 6018138 11 le OSB ..- -818.54. • "�. EXISTING RLL SHALL BE 1045 -,. \ _.._.. ':1---` `•: -��� �� ) 018150 8.� „P•, VERIFIED BY 6019.31 ,017 - " __ A GEOTECNWCAL ENGINEER - N N 6' CUSS 6 ABC L ' �,*Ap L.601800 - FAn, 4 430' by _. '' & Y ASPHALT 1. \ '1049 ''•\'\.'....�. r.... ,w asta �. >•.i 61580 1 \ 1 V = wa ^r.. amd�.r. rl„ 60 8.81 8 1 ' • • i`4• o !i: �' �s �e.A..74 �;' � a.,,�� _ - 1123 'A •. 1121 '1`.. ..... ...1._ T _ u a q>a� ti 4118` 8019.1] EL 6018.71 - { • 1488 s0 �E�a atr', s IZ L , IV v moo' y. ,o \ ar �0019,9i601 _••!• c_,_, _ 9 6007.00 j 1 .�- A �= ��.. •+ loso \ \ \ r 807 �;�..� ,*.cam-�!�Y�oc� �.c.aw�,>„��:� 6015.98 _.._-- .t-...`, 615.98 . ..'^`: M 1 1 `` 1,08 _ .50121¢6".. ' �__\,,,• •1lt]9\ : Carbondale, Colorado Cattle Creek Storage Civil Construction Set Site & Grading Plan 111 1 649 LL 1:ROSION 1 C TROL LOGS IN ^T , .� "' lam• \ :•i\. - ,70' . SPACED AT.' RETAINING _ -]q.. �` 71128 - ` b021.5� -, j SW • 50' 81TERCAL9 GEOGRID OTHERS WALL & 1 Y _ `! �•. 815.80 \' 101.04 I` �\ PR L:.._._• \ 602 34 1 1 _ : `- .0 4 � Q `c0 \. 1 .. 71201 \ \ 070 • 16 04 1 Table .. .s. \ \ v Bplg6G �\� 001•17:13 � \ ....'i '� Pont / R4. 0.4v4Wn DevotT rl Northing wsOng Pent / Roo 04x+46011 23960„ Northing rotting .. � .• ` A7J ' ,•--._ .___ ` ''''..4"0.11":"., PRo 7 010 -..r.- 60791 .. _ . •,`. i:►"�`� J3- 0 1008 EDGE ar PAYFYFNr mm� �• �® wYL/ Rin 099046. n. 0 Northing E4.9w .�� -0 147'...4'%'..2 epl er -... . / i et t a,,,,p \\ -..Tax .._. tDGE Cr PAM"' ...,,,,„c. ®® 6011.00 ..... ` Ay„'4',P. ''''' " ` T �,'Y• ..-\ '`l '-•• 7l 602 - 0.10 ' ®' EDGE 00 PAMENT ®60®� TA^ Q• TAMES ORAN �m� ®� 6024.00 m= \ 0' •_�� ®EDGE Of PAVEMENT 8071.00 ®® i®, ��® 111=1= 601500 =®' " 27 • r' \ \\�17.4 mEDGE OF PAIELEM7 �_ ®� QOYY00� ` 1127 ®" EDGE O' PAWIVR ... 700 TRENCH ®" ®BOUM OF ADAPTING PEW 6021.00 �� �1Z. \�'•1''►''''' P ���\- 6015.80 Ns,. \ ' 1�\ ;'v,. 0• GRAN®'' ® TOP OF Rk7A2486 WALL 6024.07 =®' e. R .. ` Pk' �pc.- "' �� \ m 7°P 0' 5100169// 60.7200 �®' =®®, 0p71Cw 0r m7At.T7a mu 602050 m Pant 4094. .- \ 604006 � 7Lw 0' SOEw4tA' ®' m� � ® ,one Ro. 04646» � .., •.-.; :�`''. 9g�/A•0. 21.'3 052 \ E=1 TOP 0' SM)EWY.Y 607200 6071011 a• RE/AFNC MALL 600500 �� / [hwtbn 1055 6019.91 \' •'tea \ \/b'' 81310016 tetra �� 60mw or REM/MC WALL 6007.00 �� ® 101" 0` 9001*,' ��� 6019.91 SLOPE AT 25x:1V AND'. �p\L�,� - '�- li=iEDGE , i,.. � � ®/OP O' TRENCH GRAN �mp.SD �� ® EWE Of PAWA9TI®� �., • ' --. •.. INSTALL *dint AMEIIICAW'(ri1FEl. F '".. \ •""v\ 1 1054 •' 9.81 ��m®� EMI 81.41 v*Fra '®' = P550 EROSION FABRIC ALONG THE 1 ` \ 1057 \ ''' • 6079.31 ` ®' ®� 6WONG b- n ¢ �� � ® EDGE a PAWNOR .o..- RETAwND WALL 001700 ®® �� CREEK SLOPE FROM 764E TOE OF '. ` 'W . 1056 THE TILL i0 TCP Q< GRADE BREAK. O \ ♦ \ x6019.11 _,-.�_ �*� �6fi BVE094P '1'FFQ�� 1CW OF IRt'NCN GRAN �� �� EMI BOITCIY G<RFTAW9q WNL 607200 \ 14550 S.Y. \,,- 1128 immirrzisrmrzzacznarzia .awl� ® „.„, r W ¢ �� rzi a.C6II 01300 ¢ ��� ��� Donau or AMMO WNL 6021.00 ����79� \ \ 8015.&1 \ " �\ i 80 EMI= iL'aV4"'a.'�" 801600 �� ®'' 64K0AC F R Q �� �� 602210 �� EEO MP Cr / eM6 MALI rIZZIE INSTALL SEDIMENT //4e • .1110 '� �:.- 6024.00 Eng me a TRpm"ORw �� �m m� ® LOP Cr RIT'Cr 'I'M �em= ��, CONTROL FENCE �• \ =�� ������ ®� 7.---- GRADED ALONG TSLOPE OE OF� •1061 5.80 � •8015.80 39.•,41 70P a iRvON NW' =1C:11/2111=21 ���� ® NP a 7ROECTI - ��� `• '';,y.. •• MWEIE`•Il:•+ ' 662026 � EDGE cr RA1D4nR ��= rz' ® Ica a mEAw pRw � � ,/ \ ; �. -/ '\ \ PROPOSE0100 TR ` • \ \ TOP OF TRENCH MNN 602206 �� ®. FLOE Cr0' PAV¢6Nr ., �� ®. EDGE OF PAWEEM1=1=11E=® Mr Cr 711/0* MAN �m� \ ��^ BOOHD.+ \ ,', \ ' FLOODPLAIN 1068 \\ \ ��== ILIZZ11=1111===== 1 EWE Of PAl53lE1lf =Emu= ®" EDGE OF PAYT]/FXr ®� 101' 0` �• 0'µ cm�!�� \ PROP ERTY \ 1063 115 �.�s p� \\ 8015.98 , \N. � / ' \ \ }�4, ®'®' . m= '®' Oa OF PAVOIE7l7 ®�� la EDGE , ,,,. NT �� ® 1103 ....0, dux =G' r , __ N. - .- ,�1R A �4 •,; 4 • ! •� m iM Cr 710071 DWI �� cm EDGE OF FMYENNr �� EDGE 0' PAYMENT m� rum100 or mem GRAN ��� S �__ �.':'.:.. 4,4. y� 1116 ��-�:��=�:�u� tjyT� 9""4 D9u C R II ®®® 160E OF FMYD4E71r 807500 �= ® EDGE or FN flVEM 6070.50 �� WO a TROA7r 1139 �� ` \\ -�Y+'�•!'7.A �rJty 601&10 _..-1.640..0.110'= m ' t=3 " IDCE 0' PAInver ®= a a ��® MEI MPGr 1111003 QQ4N �® ..............-.... _.............. .__ f ��' • •/ FILE INFO: Rx0 EMI _ TCW CF m1Nal a �m� EDGE OF PAYMENT' 691040 ®� ��� ® TLP a lector DRAW ��® - >rs. 1115 ` f - 7O ; '--. ,v....,....--.!-..-4414,.- '- 6015.82 / �+�:A G+ ! / r>.w.�w.W�.ww�www�www.•www. Mail 4-,•^,,•i AaS:'.....,.:.a ��� B766La'a •.. .. MSz�Tduc.':+FFsa•'^.,^._• � ... _ _. ..ear.a�.....1. , a% % ,� •'_._-._�'�•.!'� O* NN.tE 1 reF FILE E 400 1 01 ��== EZIA MCC GF PA167KHr 1=1=1111=1 EDGC Cr PRVENE47 �® ® EOOE 0' 644 *T �CI � - .' . -- • l ......- ...-� � 1036 T0' Or RETA8460 WNL 6019.00 991.57 1130092 1074 WOE 0FPAWEN7 803564 605415 11774.72 4400 EDGE OF PAVENE47 6022.66 5727.36 12454.15 1131 5WA4E 6017.10 5995.30 /174606 \ ��Y �•-•, 1 1077 IDP 020E7Al8140 6140 601600 5768.26 11624.46 4075 EDGE 0' 741137E747 6032.63 601791 1177040 1109 100E OF 744E4047 602231 5732.14 12440.44 1135 WALE 6070.19 5992.35 1160614 i j- m1691600 =E . � 807461E°.` 810AM'.0 6440 .] 969E 691060 �E 1 • - \ J S P-1 1039 EDGE 0' PAwMw7 6018.86 579260 1179027 7077 494046095 AWT FF Q 9052.50 6061.56 17692.14 1111 897101 0r AMMO 16YL rimiema=3® SWALE =I= MEM 1 -�� 1:, " 1010 EDGE or P.IYELpR 6010151 5790.69 1161266 7079 44044 095 26717 ¢ enrl.s0 6052.69 *160264 tett 80710* or ADAPTING' MALL �m� 506.81 // -- l { 4041 709 Lr 70040E OWN 6019.73 5604.20 4079 4IAN40095 4946 47 ¢ 602.50 601507 11605.56 ® 707 OF RE7ANNG MOLL 602500 594395 11906.45 SMN1 601690 ! , / \ / 4-11vry R040113 GRAPHIC SCALE SEE PROFILE: ACCESS WAY (THIS SHEET) 100 -YR FILE INFO: 07031. el.Deck. FILE runic mm -L CONNECT 1' WATER $FRMCE FEW DONNE CISTERN 10 PROPOSED UIR11Y ROTI Of ME MANAGERS UNIT. 011ERN TO RE PUMPED. CIEAVEO. & DISINFECT PRIM TO U5. 1I. IANIM1� AC%3 FROM THE ABSCRP10N FIELD SHALL BL 1000 GALLON EPLM TANK REMOVE ME EL YARD HYDRANT f WATER UNE ORM CONNECTOR TO CASTING PERIM POLE AND RUN AN UXttRMO1X0 SNOT 10 UTUIY RIXM C 1110 PROS MANAGERS UNIT A WEU. OF INSTALLED) -I00 B. POTABLE WATER SUPPLY 080-20 C. DWEwx0=2C D. PROPERTY ONES/IRRIGATION LAIERALS=IO• E. SEPTIC TANR_B' P. pM05/WA1ER CCVRSEM511 D. CRY WLOIES=25' 2. 8181NU01 SEIBAMS FROM TSE $F0TC 01<0 SHALL BE: A %Ell=EV B. POTABLE WATER SUPPLY LWE=10' C. REWNG=5' D. PROPERTY RESAI10' N LArt0A1S1 E. P0p5/WAIECOUR R COURSES.5d E. MY 6VLCHEY+10' I.WSTALL CHAMBER UNITS W AIXD0OANCE MM MANUFACTURER'S REGWMERDATONS. 2.000 0BTC1 LATERALS SHALL HOT EXCEED 100 -FEET 111 IA'OM. SHALL PARALLEL 1110 TOPOGRAPHY AND SHALL BE WST.MLED N A RECTANGULAR PATTERN WHENEVER POSSIBLE. 2ME BONA Of THE ABSDRPT0N BED SHALL BE LELEL AW ME BOTTOM Alp SIDER/AUG MUST BE RAKED TO REMOTE ANY SOIL SMEARS INCURRED WRING 1110 EXCAVATOR. 0A3URE TO 00 50 MAY REQUIRE 1111 CONTRACTOR TO REPLACE ME ABSORPTION ROD AT HIS/HER ONN EMPEVSE. 4.0RAUHAOE SWALES ARE TO 8E PRONGED MOW AND ARMIN ME REL0. AS NECESSARY. TO PREVENT SURFACE RUNCF FROM EHIERWO ABSORPTION AREA S110 EXCAVATOR Of 1110 ABSORPTION FIELD TO BE CME WWNO WET MEAMER AND USE Of RUBBER TRE VEHICLES OVER ME ABSMPTM AREA IS STRICTLY PROHIBITED. 6.UNSIITABLE YA1ERIAL DOSING NATION ME FIELD STALL BE EXCAVATED ARD BAIXILL SMALL CONSIST OF ORATE SELECT OR PIT -RUN MATERIAL THE LHONEER SHALL BE CONTACTED 10 UNSUITABLE MATERIAL IS ENCOUNTERED. 2.TOP50L COYER MAY BE VARIED (1 -FOOT 0WIWM) TO CLOW f5R LANDSCAPING. <a ITV GRAPHIC SCALE (p 0003 ) L Inch 40 ft AIPNXE EASEMENT.. DETERMINE S WAIERUNE IS STH. W USE AND RELOCATE AS W10YN IF 11' IS SILL OPERATIONAL 01NERM3E ABANDONED UNE 01111 II SEF MIEN 1.10-2 TOR STOW WADI DESIGN 1 CT BMW 10 Ew5IW0 WATER UNE WAGE spas to: M 1E0 ON M0 ORAMXGS MI CH SFE0010 0ETAILS AS AR f5 HOT TYSTNIE AN ISD 4Xtt 01110 ME 0X0181 ALL SUCH RE0110080113 ARE NOT 9 SABLE 000 NNOMNL AXD CCE ExTMED REWU110V5. 71.15 081. CTQI X180001 i SHALL BE NE iMERRE0 i0 IN ME ABO IS PEBMN. A PERMIT ML MUST 08YRK ME 005 :TCN AS REC40.E0 BY Ms • 2 PERs0l5/0000 R CLOSET • 24.8 GAIL DOLLY FLOw.C24 RAO. UM IOIAL LINK MI GALL L CNE 1CW-GALLCI 501 D FMu APPROPRIATE 0 lNE STSIEY BEWARE BAL A REWE51 f .1b1011 PILVI.141 131,11(0111,1 0ARD AAA ON 10 REQNRED OI SE.0*0 (1) Ixp a BLUEBOMD mto B v°Lac c W O O L 3 N R J Y 7 d i y r' 20c:7, S N U •[) N � UU FILE INFO: 01071 PROLECT RCM Cam MN 0030 nreuST CURB INLET RIM E1:8029 10'.5025.00 n0%AST IB• H-25 ORIIN BASIN W/ 5000 UD 0111:3110 1:2x57 0.25.32 SLOPE RA WAGE PIPEI 00.5'ABOVE v 141 GRADE 001ON ALL PRDVAE LASH PAD DR SIMILAR NKWV.ST 2A• H-25 DRAIN BASIN W/ 5WD 0D PoM:10.20 1:11.00 10:1160 5117,05 E 11056.M 24'%100 1EE- I DRANACE ACPE TO 0.5' ABOVE! 1FINISH GRADE D1 4 g 0UPLASH PR0x0E1 0 SPLASH PM 00 • 5WKM1 I • TEE W/ 100 y --imam MANHOLE W/ CRATE UDdA WP. WC SNOUT_\\ 01..I015.5 IIJ009.93 (1-24"I) IC:7009.73 (24•0 .•r RNMP 10 s• \._.�1..� 1 BELOW TOE Of SLOPE N.... \\ [ IPI[ (4'WX % 35' LONG) NRN TRENCH DRAIN: 2812-2001 11003[91 1010 (INGl1AIN0 •N• ACPD10) 2812-20351: IMMO. 2010 ":.(wQua50'21 ACTIONS) Cattle Creek -` DRAIN: 1612-2001 1100341 2010 (INCLUDING •N' SUNNIS) NNN TRENCH DRAIN: 2812-2001 11.1600081 2010 (030.00X0 •N• 5001005) NRN TRENCH DRAIN. 81 -2005 111100501 2010 (1X051• H• AG11 1S) SEEHIS PROFILE:SHEET) ACCESS WAY (T FILEINFO: NAMe Catk MO ro00 PP -1 — YR 413 GRAPHIC SCALE la TR -NN \ \\ NN \ \ �\\ \\ \ \ .---><N \\\ \_. \ '7\\ \ (16 FELT) 1 tach a 20 ft SEE PROFILE: ACCESS WAY (THIS SHEET) • 0 i 0 0 4-10 \ 10NN Y, \\\ \\ \ 100—YR • .s. 7+00 PROPOS® SUNACE 0.40% COSTING SURFACE i 100 7500' PV STA, 9+11.87 K, 7.82 LPE: 0020.98 _LP2 10+00 11+00 100..-. r - _-..1_Q�-YR N. � lip -Oz WC 30.10 PN 6-6.610++8e0•.32 p K /.DO 80 '1 HPL 604x00-9 1 HPO 11+11.32 34).03. P,4 STA: 11+48.03 2 2K 1502 HPL 604?70 a HPO 11013,03 a �10 kg eW I0 11+80 -- LVC: 6040 6030 6020 6010 O 0 .V a co 2 co m o U UooO f > 0 — 5 N y O N 01 o U N n N O 01 • O 0 U 0 1 FILE INFO: PROJECT NO. 01031 PROJECT NAME 7+00 8+00 9+00 ACCESS WAY PROFILE SCALE: V-10' 0-20' 10+00 11+00 11+83 FILE NAME 444001 PP -2 STAIRS (X0' Cf 9Y NOMINAL 9PRAP t NJ' aprireeat, • c2.11111 Ills Cb BALES EMBEDDED CULVERT OUTLET PROTECTION ((0.0.S I RX PEE BOSCH MI5 C mCv uIN mniu' 00EINES T H MED NN OL POPE EROSION MIS ME 10 BE 00000ED 4 PINES 11I011E SOIL 110013ANI° WIN 143 CAFS. SEWED Ale WOMBED MORO ME DIOR(NAE HArcTR PUN NEW CULVERT EROSION BALE IN P(,]QE N Osomart ROMA/ SHILL BE PERFORM C MMAAY FOR PROPER ',ACTON. EROSION BALES Imo, ®; vi PLAN VIEW PLAN VIEW mom Hoe mw 100116 SECTION D -D TYPICAL STAKING PATTERN 00400 (t X Y /CONDO 0 EXCAVATE DE MICH. L • MORON SIM TIMI PDR CAM 0 AS O EWA BEW1ON EROSION BALES TRENCHING AND STAKING (NTS) WE HALF O WOKS OWE IEOI1 CHANNEL PROFILE SPACING BETWEEN EROSION BALES (NTS) CURB END (NTS) ossmo ,Nsore -c SAWCUT DETAIL WRENCH 3' SECTION A -A 0 R N. RrMs ;wane FIXPER NI COL YD 'UI ADAPTERS PM N IONRD 031 400 MIME 831ME0NWrt05 11131131.111 FE000010. 1001.110413 r- t ;- 1_. 6• MN.J OUTLET ADOTERS WA0FA NPIMM000100a 113164435OWR 20'EGLE3 5*.. 0001010510 00,10 6 11101 1'5005 GW NYLOPLAST DRAIN BASIN (NTS.) MAMMA EWANIPNID 001110 UNE ALL SHALES WM FEMME' GRACES EXCEEDING OF W1N NORTH AMERICAN GREEN SC250 OR ENGINEER APPROVED EWAL E00550 4RADE 3 COMPACTED ON-SITE CLAY MATERIAL BOE SEE THE GRADING, 0 µD EROSION CONTROLCONTROLSHEET SHEET FCR FINALE DEPTHS TYPICAL DRAINAGE CHANNEL/SWALE SECTION (N.T.S.) SECTION B -B PLAN VIEW CULVERT EROSION LOG INLET PROTECTION EROSION LOG DETAIL (N T SIR 2100055 SLOPE (PSI) TOWARDS TME ROM WITH A 0000000 BUSH �1-14 REBM CM0NWS 2' CIEMDO FROI TCP. G}U <vCOURSE COMPACTED a AGGREGATES \ ry(} OMPACTED T 9 .:41TvOMO PROsTMJ Rr FABr00 STAPLED r0 POSTS 24' 005T (2 %2' NORM) MOTORED N TRENCH AVO FIRMLY ATTACHED YT FENCE FA90C STRIP ALL TOPSOIL SCARIFY MO RECO/PACT 0U00RI1E A MINIMUM O 6' DEP10110 9500 STANDARD PROCTOR. CONCRETE SIDEWALK (NTS) ATTum s 6 RA" SNIT FFNCF - FRAY 10 FUST SEDIMENT CONTROL FENCE STANDARD CURB (N.T.S.) 6• WCE MARKER TAPE TRACER WIRE 0 6' SELECT BAC4FIL.LL 1 D HOPE UTILITY TRENCH DETAIL (NTS) NOTE: CT=CAST IRON TIRE PROOF CRATE E10(CL05ED END CAP ER=8' N0 -NUB E D OUTLET RC=REBAR CUP ASSEMBLY INSTALL HEAT TA E IN THE FLUYAINE PROPOSED CONCRETE g 130' MAX (TWIT 10 FIT) 2002-2009 INC 2032Nf2). 2004N e 2010 SYSTEM PROFILE VIEW PROPOSED FINISH GRADE -r L E CONTRACIIONSJOJME (TRANSVERSE MENED NOTES 1. AL1 BAPS SHALL BE CAST IN PACE OR PRECAST: USE 04 RUM W 01' C -C BOM WAIS IN POURED BASES. 2 JOINT TO BE LOANED W EACH 90E O ALL MANHOLES, MAXIMA. O 24• FROM N900 PACE 3 WHERE AVNLAHF FROM PPE MANUFACTURE USE EYPMOARE WATER STOP OR SPECIAL SIEVE AS PER MANUFACTURE'S SR00CATONS 4. USE R00-0-110( PREFORMED CASKET (2 LAYERS) OR GROUT N RACE BD.EEN ALL FMT1OM SEC/001 BARREL SECTORS. CONCRETE GRADE RINGS ANC. TCP GSn5ce 5. BA0OILL 01040 24' O MANHOLES OASS O AGGREGATE OR NAIVE MATERIALS MN LESS Mµ t 9S. 6. PRECAST RINGS OR METAL RISER RING CURSE SHALL BE UDJ0ED WHERE REWRFD 00101 2 CO.RAS MINIMM AND 12 COURSES MAXIMUM (2 MINIMUM. 12' MAMMUM HOOIT). 7. GRADE ADJUSTMENT M 001011$ GREATER THAN, OR EQUAL T0, 1 FT, CONCRETE BARREL SECTIONS LESS Mµ 1 FOOT. CONCRETE OR METAL WADE RINGS. N 01x191 (RACE M FOLLOWS 0104 A991AL1 OR CONCRETE PAVEMENTS 0. SET EACH RING N A FOL SED O MORTAR AND GROH ALL INS0E JOINTS. 10. MANHOLE AMMO. MINIMW THROE OIMEIER SHALL 0E 4"00'. 11. ME MMNOLE STEPS SHALL BE SIMILAR Np EWAL 10 ALCOA ALMINUM W. NO 126536 12. PRECAST SECTORS To CONFORM TO MTM 0-476 13. RPE GASKET REWIRED AT MANHOLE WALL 14. ALL CAST -IN -RACE CONCRETE SHALL HAVE A WNIMUM CWP0E59VE STRENGTH O 3WD PSI. FRAME 8 GRATE RECESS 00µ00.E PER NOTES SEAL AT -41 •9w1 BE 0.41 FOR LONGITUDINAL JOINTS CONCTM-N:TC1N JOINT HUNG STABS 14 FEET OR GREATER IN WOR SAWED JdNT'® 1/4' BELOW SURF. CONCRETE NOTES I. WW1rt1L SWLL BE CLASS B. 2. F00 ROADWAY SUBS. CONSTRICT 100100ERSE JOTS PERPENOCOA[ TO THE 00N20UNE OF PAWNER AND EXTEND THROUGH TE CURB, GUTTER AND SIDEWALK. ir PRESENT. •3. POLE I/2 IN. MIN EYPAN505 JOAN FILLER IN TP a IN. O OURS .OUT AT INTERSECTION RETURN RADIUS i0 NTS. 4. TE CONTRACTOR 5104E mass OTHERWISE SHOWN ON ME PLANS. SELECT MW USE u 0045 0REUMER AT INLETS MANN AR 4]F m se vr 0/4• 1/2' BEIE01TA1 1 E4 ALL MEAS DISTURBED W0NG CONSTRUCTOR WLL BE RE0ECETAIEO ACCORDING TO THE FOLLOWING CRITERIA DURING Cd101RUCTp4. 000001 NNICN MAY POSE A TREAT TO SURROUNDING PROPERTIES OR WATERWAYS' MS BE CONTAINED THROUGH THE USE OF TEMPORARY EROSION CONTROL MEASURES AS DEEMED NECESSARY 10 COMPLY WM THE N.P.O.E.S REIECETAT04 O OSINRBE0 MEAS SHALL COMMENCE IN T£ FALL PRIM 10 THE FIRST MAJOR SNOWFALL. OR EARLY SPRING f 01E CONDITIONS ALLOW. EROSION CONTROL MEASURES ME MWEO AT CO11R0.LW0/00445*I00 SE011.11310 WITHIN OR NEM THE AREA Of 05RWBMCE THE WN0 TERM STABILITY CF THESE AREAS WILL DEPEND ON THE ESTABUSNMENT OF APPROPR0A0E GROUND COWER VEGETATION. ME PRIMARY GOAL O THE RELEOTATON WW1 TS TO PROTECT WATER WAU1Y WNICH WILL REWIRE A START GROUND COVER A5 SOON AS POSSIBLE FOLLOWING ME STANDARDS WHICH HAWS BEEN ESTABLISHED FOR RE`0GE1AnW IPPUOATW 1Ea0WG1 1. ALL TOPSOIL SHALL BE SALVAGED mom DISTURBS, MEAS, STOCKPILED AND RE -SPREAD PRIOR TO REVEGCTATI00. TOPSOIL SHOULD 1401 BE RE -SPREAD ON AREAS O THE 9TE PROPOSED FOR FORME WADING. ME FINISHED SOL SURFACE SHALL BE LEFT IN AN IRREGULAR. SCARIFIED CWOTRM WITCH 14AAMQE5 MOISTURE 001040OR ON ME 9.0PE. ALL 0100WRE4 TO 001AN FOR A PERIOD GREATER 1Hµ 00 DAYS SHALL BE RELEGETATED IN ACC0ROM00 WITH MESE PROCEDURES Mt 5]CCRNIES 91ALL BE REMOVED OR RE-9'REA0 PRIOR TO RECORDING O ME FINAL SP1. WHERE SLOE ALLOWS, AS, SHALL BE DRILLS, CR OTHERWISE MECHANICALLY DD]INCRAIED INTO ME SOL (TANNED'). WHERE STEEPNESS O SUPE RESTRICTS EQUIPMENT ACCESS SEED SHALL BE NIORAUUCALLY MPIS, µD FOLLOWED BY APPLICATOR O Hro0AJNCAIIY MPIED MULCH OR STRAW. STRAW MUCH SHALL BE SECURER IN RAD 111111 A HICRAIAICALLY MPIEO TAMPER 9085 WTH GRADIENTS D 11 OR 'SIMPER SHALL EE HYORAW0ALLY SEEDED, STRAW MULCHED AND PROTECTED BY PLACEMENT O EROSION BLANKET (31310. EXCELSIOR OR SIMILAR ORGANIC PRODUCT). STRAW TALRND 15 NOT REWIRED MIEN EROSION BLANKET 15 USED. ME ENP05E0 SLOPE WARD BE P0FPMEO W M MINI BENCHES TOPSOIL WOOD THD BE ARREAR OVER THE SUPE. SEE1H0 MD COVERED WITH STRAW. EROSION CONTROL BLANKET WOULD MEN BE TACKED INTO ME HILLSIDE CO0PoNO ALL THE SEEDING. B ELSTNO MOISTURE CW0MIN5 INDICATE ME REWI0EMEN0 FORE IRRIGATOR. THD DINER 001 IRRIGATION OR NH -SPRAY IRRIGATOR WORD BE U500. 5. RE\EGETATW WLL BE CONSIDERED 9101:E59UL MEN THE CONTRACTOR HAS E5TMU91ED A DESIRABLE PERENNIAL 0000)0TW (SEED MIM) BY THE END OF ME WC0140 Oi0WN0 SEASON 91PI0ENT W COVER MO CAPABLE OF RENEWING ITSELF TO ADVANCE 10 THE ACCEPTABLE STAGE O RDEOEIATW AAO THE 05TRBCO AREA 15 CONSIDERED STMNEED AND EROSION CONTROLLED. 2CIEME1L0YE G ASSO AGRSra0 SMITH ACROPMW TR0009 UM RT SCA IDMONSIS RSNCA WARA KGELERIA MACRANMA ORYEOP05 NYMDOOES POA SMGOEROI 9TMgN NYSIRIK SMA NRIWN FENS ACIRLLEA IA UL05A BALSAM0011U SAWIATA LIIPWUS AR0011W5 9PIUFBY CFA OKONFA suraraudix ru u Atl6 WESTERN WIEAICRA55 M41BA SLENDER 11HEATLAASS PMMM /RANO FESCUE JOSEPH REO FESCUE .M0EO0ASS INDIAN RICEOU55 5µDBR0 BLUEGRASS CMBM SWIRR0TAIL GREEN NEE0EOU55 LCW001 W:51001 YARROW M0OWEM B.LLSAMRWI BLUE URINE SCARLET GLOM -MALLOW 1/0 1/4 0/4 1/4 00 0 00 O 0 0 2 t 0 t 0 0 3 RE00010ED CONCRETE GRADE RINGS (MIN.) WT 6' WALL CAST IRON OR ALUM. MANHOLE STEPS, POSTOP TER SHELF IN VERTICAL LINE AT 15' a.03 MAX. ECCENTRIC CONE (ASD -C 4]5) FUMBLE PLASTIC SEALNG COMPOUND (RM -00K) AT ALL ANIS 1 © TRANSVERSE EYPMJ00N .) .1101121111C12 1 -.1121E 0/2 SECTION VIEW 10' 24' ZURN Z-812-2001 through 2010-CT,E1,E8,RC TRENCH DRAIN (0 T ST CMT IN PACE (3000 PSI MN.) W PRECAST BASE MANHOLE 1.0. 4 16' o 141./MEM BOXES SHALL NOT REWIRE A 00140 D EMER. 5. EMMSCN MN15 SOU. BE INSTALLED WREN ACTINO (101000 CONCRETE OR oxen STRUCTURE TO NISON JOINT W1EMLL SHALL BE 1/1 WCI 11400 AND SOUL LATERO THE RILL OP0N O CONTACT SURFACE 6. IN SIDEWALKS. EXPµ901 JOINTS SIM. BE PLACED AT INTERNALS O NOT TORE THAN W FT. 7. N 0000104 SAM. TRAVERSE CONTRACTION JOINTS WALL BE PLACER AT INTERVALS O NOT MORE THAN 12 00. 8. CONCRETE SHALL CDOMN 1.5 POUNDS PER CUBIC YARD APPROVED MYPRWTEAE FIBERS AND HAVE A NOMINAL AGGREGATE 9ZE O 3/5 NCH CONCRETE JOINT DETAILS (N.T.SJ SIDE INC. SNORT NO1F6 1. ALL ROWS AND TRAPS FOR CATCH BASINS AND WATER WAUTY STRUCTURES SHALL BE A5 MANUFACTURED BY: BEST MANAGEMENT PRODUCTS. INC 53 MT. ARCHER RD. LIME. Cr Wm (560) 434-0277. (660) 434-3195 FAX TOLL FREE: ( 5* ) 504-60OR (HB) 354-7585 NEB 9K: wimbestmp.can W PRE -APPROVED EQUAL All HOODS SHALL BE CONSTRUCTED FP A Cuss REINFORCED RESIN COMPOSITE VON 050 EEL CMT EXTERIOR FINISH ICH A MINIMUM 0.125' CURATE 1WCNNE50. 3. ALL ROODS SHALL BE EQUIPPED PATH A 081000ON' ACCESS PORT, A MWNTNC FLANGE, M0 M ANT -SIPHON VENT AS DRAWN. (SEE CWRaRAn0N DETAIL) 4. TE SIZE MD 009000 O ME NOS, SHALL BE DETERMINED BY CUTLET PPE SZE M PER MANUFACTURER'S 8000101 N0ATRH. 5. THE BOTTOM O THE NOLO SHALL MIND DOWNWARD A DISTANCE EQUAL TO 1/2 THE CUTLET PR OIAMEI00 0011 A bN10010 DISTANCE O 6' FOR PIPES (02' 1.D. 6. THE MT -90400 0051 SHALL EXTEND MOVE HOOD BY MINIUM O 3' AND A MAXIMUM O 24' ACCORDING TO STRUCTURE CONFIGURATION. 7. THE SURFACE O 114E STRUCTURE WHERE THE HOOD IS MOUNTS, SHALL BE 0509400 SMOOTH AND FREE O LOOSE MATERIAL 9. THE 11000 SMALL BE 0WRRY ATTACHED TO STRUCTURE WALL WM 3/0' STAINLESS STEEL BOLTS A140 00.-RE951µ1029KET M AIPPUEO BY MANUFACTURER (SEE INSTALLAT NN CRML) 9. INSTALLATION 155103CTCN5 0403± BE FURNISHED MTh MANUFACTURER SUPRIED INSTALLATION KIT. NSTMLAT00 MIT 01A11 INCLUDE: A INSTALLATION INSTRUCTORS B. PVC MT-9PHW VENT PIPE M0 ADAPTER C. OL -RESISTANT CRUSHED CELL i0µ GASKET WM PSA BACKING D . 3/8' STAINLESS STEEL 0014 E. ANCHOR SHIELDS QUTETP D PE I \1 -1US NwM- N 0 13 00 0*01 0WAY, Y CLEAR FROM GROUN TYPICAL STORM MANHOLE DETAIL W/ STORMWATER TREATMENT (N.T.S ) VOIROLT FOETAL A) 100 COMPRESSED BETWEEN HOOD RMRE MSEE OEWI.AEDI LED HOE 91uu0 STAMIESS BOL EMANMON CONE 041130013/ END 0430 T BMP, INC. SNOUT (RSR, 24R) with OIL BOOM (082116) INSTALUIICN MOTE: C 3-1 0 CO LO C0C W U 0 US 000OP Y d V8 • O NO n AN 00) 0,4 0 o U' • 1oErzWp,HA1 D ISTANCE 00008iPE 000 on PIPES. 030 BETA. 13 N 0 0 a � 11 03 d p 8 E '1.3 g i E ` o w`2 3' O v 9 W U W a) 5 OB 0 IN U 2 m m U o N 0 FILE INFO: PROMO NO noml PROMCI e MEE Damad EM D 4M DET -1