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Application-Permit
Garfield County No. I (o7fo[p I Building & Sanitation Department 108 8th Street, Suite #401 Glenwood Springs, Co. 81601 Office 945-8212 Inspection Line 384-5003 Job Address: 311 Lodgepole Ciccle, Parachute Locality: Stone Ridge Subd, Lot 4/ 2407-182-15-004 Use of Building: s/f dwelling on crawl space w/cov patio & att garage Owner: Wyngarden, Alan Contractor: Michael Robinson Amount of Permit: $2,249.53 GARFIELD COUNTY BUILDING PERMIT APPLICATION 108 s·~ Str~t, Suite 401, Glenwood Springs, CO 81601 Phone: 970-945-8212 1 Fax: 970-384·3470 /Inspection Line: 970-384·5003 Permit No: I 0'1 bk Parcel/Schedule No 't..'"fdi 13''1-I'S"004 ~~ I ~S~~~~~~~~E~~i~~ ';;"~~mEgEQUIRED AND MUST BE--ra;IChe&-;e·-6-l-f'--~-P-er_m_i7~--~-~-3~ ---! THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORlZED IS NOT COMMENCED WITHLN 180 DAYS, OR, lF · CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED .FOR A PERIOD OF 180 DAYS AT ANYTIME AFTER WORK IS COMMENCED. ----------------------------1 Total Fee: 3 Dated Permit Issued: ' z, z yq' JHEREBYCERTIFYTHATIHAVEREADANDEXAMJNEDTHIS OCC GroUP. , Canst. APPLICATION AND KNOW THE SAME roBE TRUE AND CORRECT. ALL -r:.rz /' 1 PROVISIONS OF LAWS GOVERNING THIS TYPE OF WORK WILL BE *f'' L.- COMPLETED WITHIN WHETHER SPECIFIED HEREIN OR NOT. THE zO;.;:ing: Tetta:Cks~-- GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORlTY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER STATE OR ! 0 ctN~~c~~:tTING COLNSTRUCTlON OR THE \PERF~ORMANCE I ~·-·-\~ W, ~ ~~~~ ~ \ llj__ __ ··-Manu. Home ISDS No & Fee· SIGNATURE OF OW R \DA E l j -~· LL.JQ· ~·"'\_____ lli \1 \ _l9.:'3 -en[ rA l y?) DEPT. ~. l ~ VAL/DATE APPROVAL/DATE 1 AGREEMENT i "1 ! PERMISSION IS HEREBY GRANTED TO THE APPLICANT AS OWNER, CONTRACTOR AND/OR THE AGENT OF THE CONTRACTOR OR OWNER TO CONSTRUCT THE STRUCTURE AS DETAILED ON PLANS AND SPECIFICATIONS SUBMlTIED TO AND REVIEWED BY THE BUILDING DEPARTMENT. IN CONSIDERATION OF THE ISSSUANCE OF THIS PERMIT, THE SIGNER. HEREBY AGREES TO COMPLY WITH ALL BUILDING CODES AND LAND USE REGULATIONS ADOPTED BY GARFIELD COUNTY PURSUANT TO AUTHORITY GIVEN LN 30.28.201 CRS AS AMENDED. THE SIGNER FURTHER AGREE:S THAT !FTHE ABOVE SAJD ORDINANCES ARE NOT FULLY COMPILED WlTH IN THE LCOATJON, ERECTION, CONSTRUCTION, AND USE OF THE ABOVE DESCRIBED STRUCTURE, THE PERMIT MAY BE REVOKED BY NOTICE FROM THE COUNTY AND THAT THEN AND THERE IT SHALL BECOME NULL AND VOID. THE ISSUANCE OF A PERMT BASED UPON PLANS, SPECIFICATIONS AND OTHER DATA SHALL NOT PREVENT THE BUILDING OFFICIAL FROM THEREAFfER REQUIRING THE CORRECTION OF ERRORS IN SAID PLANS, SPECIFICATIONS AND OTHER DATA OR FROM PREVENTING BUfLDING OPERATION BEING CARRIED ON THEREUNDER WHEN IN VIOLATION OF THS CODE OR ANY OTHER ORDINANCE OR REGULATION OF THIS JURISDICTION. THE REVIEW OF SUBMIITED PI.ANS AND SPECIFICATIONS AND INSPECTIONS CONDUCTED THEREAFTER DOES NOT CONSTITUTE AN ACCEPTANCE OF ANY RESPONSIBILITIES OR UABLITIES BY GARFIELD COUNTY FOR ERRORS, OMISSIONS OR DISCREPENCJES. THE RESPONSI BILITY FOR THESE ITEMS AND IMPLEMENTATION DURING CONSTRUCTION RESTS SPECIFICIALLY WITH THE ARTICTECT, DESIGNER, BUILDER, AND OWNER. COMMENTS ARE INTENDED TO BE CONSERVATIVE AND IN SUPPORT OF THE OWNERS LNTEREST. (\, \ Q-\l.A-~ I HEREBY ACKNOWLEDGE THAT I HAVE READ AND UNDERSTAND THE AGREEMENT ABOVE (JNITIAL):_~=Il:\;J,_,· ::_ __ p\u'll vree c b:; \ (j \ Lj "''''" ,. I:\ ( ., ([t 65 3. ~l ,;.,, The following items are required by Garfield County for a final inspection: 1. A final Electrical Inspection from the Colorado State Electrical Inspector; 2. Permanent address assigned by Garfield County Building Department posted where readily visible from access road; 3. A finished roof, a lockable house, complete exterior siding, exterior doors and windows installed, a complete kitchen with cabinets, a sink with hot & cold running water, non-absorbent kitchen floor coverings, counter tops and finished walls, ready for stove and refrigerator, all necessary plumbing; 4. All bathrooms must be complete, with washbowl, tub or shower, toilet stool, hot and cold running water, non-absorbent floors and walls finished and a privacy door; 5. All steps outside or inside over three (3) steps must have handrails, guard rails on balconies or decks over 30" high constructed to all IBC and IRC requirements; 6. Outside grading done to where water will detour away from the building; 7. Exceptions to the outside steps, decks and grading may be made upon the demonstration of extenuating circumstances, i.e. weather, but a Certificate of Occupancy will not be issued until all the required items are completed and a final inspection made; 8. A fmal inspection sign off by the Garfield County Road & Bridge Department for driveway installation, where applicable; as well as any final sign off by the Fire District, and/or State Agencies where applicable. 9. If you will be connecting to a public water and/or sewer system, proof of the tap fees have been paid and the connections inspected by the service provider prior to issuance of a C.O. A CERTIFICATE OF OCCUPANCY WILL NOT BE ISSUED UNTIL ALL THE ABOVE ITEMS HAVE BEEN COMPLETED. ****A CERTIFICATE OF OCCUPANCY MAY TAKE UP TO 5 BUSINESS DAYS TO BE PROCESSED AND ISSUED. / ****CANNOT OCCUPY OR USE DWELLING UNTIL A CERTIFICATE OF OCCUPANCY (C.O.) IS ISSUED. OCCUPANCY OR USE OF DWELLING WITHOUT A C.O. WILL BE CONSIDERED AN ILLEGAL OCCUPANCY AND MAY BE GROUNDS FOR VACATING PREMISES UNTIL ABOVE CONDITIONS ARE MET. I understand and agree to abide by the above conditions for occupancy, use and the issuance of a Certificate of Occupancy for the dwelling under building permit # !Q 7 (,~ ()\."-~0~ ~~'\J'~ ;\ ,\ J'\ Signature Bpapplicationoctober2006 ----~,~~,~------------ Date VALUATION/FEE DETERMINATION Applicant w 0,.. C.M?.Q w Address :31l Loci.~ Oole Date to·?-o-1 Finished (Livable Area): Main fb-I -::> Upper Lower Other Subdivision 'S\..:)Ne.-~-( Lot/Block 'i -1, Contractor """"" \. ....Q. ~ b ... :;s"'L Total.Square feet 1 ~ 1 3 )( ?t( ~ 8 Valuation Basement: 1~-s ~'1~.<t;L{ Unfinished Conversion of Unfinished to Finished Plau Check Fee for Conversion Valuation Garage: L.J "o X t'1-::. c.-2 ,._o Valuation ° '" Crawl Space: . J &' 1 ::::> Y a _ I ValuatiOn '' ·~-lo i 3' I? DecksiPatios: Covered :2 ~( 0 k 'l.'\ :::: S 7 c., 0 Valuation Open Valuation Total Valuation L/... ~ 01<1,... {( /0~ 15 ( ?{ lf GARFIELD COUNTY BUILDING AND PLANNING 970-945-8212 MINIMUM APPLICATION REQUIREMENTS For SINGLE FAMILY DWELLING CONSTRUCTION Including NEW CONSTRUCTION ADDITIONS ALTERATIONS And MOVED BUILDINGS In order to understand the scope of the work intended under a permit application and expedite the issuance of a permit it is important that complete information be provided. When reviewing a plan and it's discovered that required information has not been provided by the applicant, this will result in the delay of the permit issuance and in proceeding with building construction. The owner or contractor shall be required to provide this information before the plan review can proceed. Other plans that are in line for review may be given attention before the new information may be reviewed after it has been provided to the Building Department. Please review this document to determine if you have enough information to design your project and provide adequate information to facilitate a plan review. Also, please consider using a design professional for assistance in your design and a construction professional for construction of your project. Any project with more than ten (10) occupants requires the plans to be sealed by a Colorado Registered Design Professional. To provide for a more understandable plan in order to determine compliance with the building, plumbing and mechanical codes, applicants are requested to review the following checklist prior to and during design. Applicants are required to indicate appropriately and to submit the completed checklist at time of application for a permit. Plans to be included for a Building Permit, must be on drafting paper at least 18"x24" and drawn to scale. Plans must include a floor plan, a concrete footing and foundation plan, elevations all sides with decks, balcony, steps, hand rails and guard rails, windows and doors, including the finish grade line and original grade. A section showing in detail, from the bottom of the footing to the top of the roof, including re-bar, anchor bolts, pressure treated plates, floor joists, waH studs and spacing, insulation, sheeting, house-rap, (which is required), siding or any approved building material. Engineered foundations may be required. A window schedule. A door schedule. A floor framing plan, a roof framing plan, roof must be designed to withstand a 40 pound per square foot up to 7,000 feet in elevation, a 90 M.P.H. wind speed, wind exposure B or C, and a 36 inch frost depth. AH sheets to be identified by number and indexed. AH of the above requirements must be met or your plans will be returned. AH plans submitted must be incompliance with the 2003 IRC. I. Is a site plan included that identifies the location of the proposed structure or addition and distances to the property lines from each corner of the proposed structure( s) prepared by a licensed surveyor and has the surveyors signature and professional stamp on the drawing? Properties with slopes of 30% or greater must be shown on the site plan. (NOTE Section: 106.2) Any site plan for the placement of any portion of a structure within 50 ft. of a property line and not within a previously surveyed building envelope on a subdivision final plat shaH be prepared by a licensed surveyor and have the surveyor's signature and professional stamp on the drawing. Any structure to be built within a building envelope of a Jot shown on a recorded subdivision plat shaH include a copy of the building envelope as it is shown on the final plat with the proposed structure located within th}!' envelope. Yes_::_.! __ 2. Does the site plan also include any other buildings on the property, setback easements and utility easements? Please refer to Section 5.05.03 in the Garfield County Zoning Resolution if the property you are applying for a building permit on is located on a corner lot. Special setbacks~ apply. Yes ___ _ 3. Does the site plan include when applicable the location of the l.S.D.S. (Individual Sewage Disposal System) and the distances to the property lines, wells (on subject property and adjacent PfOperties ), streams or water courses? Yes. _ _:!!_"--- 4. Does the site plan indicate the location and direction of the County or private road accessing the property? 2 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. Yes V Are you aware that prior to submittal of a building permit application you are required to show proof of a driveway access permit or obtain a statement from the Garfield County Road & Bridge Department stating one is not necessary? You can contact the Road & Bridge Department at 5-860 I. Yes -l Do the plans include a foundation plan indicating the size, location and spacing of all reinfor~g steel in accordance with the IRC or per stamped engineered design? Yes. ____ _ Do the plans indicate the location and size of ventilation openings for under floor crawl spaces a:r the clearances required between wood and earth? Yes. _____ _ Do the plans indicate the size and location of ventilation openings for the attic, roof joist spaces ~soffits? Yes _____ _ Do the plans include design loads as required by Garfield County for roof snow loads, (a minimum of 40 pounds per square foot up to & including 7,000 feet above sea level), floor loads anrind loads? Yes _____ _ Does the plan include a building section drawing indicating foundation, wall, floor, and roof constru,5)1lon? Yes. _____ _ Does the building section drawing include size and spacing of floor joists, wall studs, ceiling joists, roof rafters or joists or trusses? Yes. __ '>/:__ ___ _ Does the building section drawing or other detail include the method of positive connection of all co~nnns and beams? Yes._~------- Does the elevation plan indicate the height of the building or proposed addition from the undisturbed grade to the midpoint between the ridge and eave of a gable or shed roof or the top of a flat roof? (Building height measurement usually not to exceed 25 feet) Yes._Vy_ __ _ Does the plan include any stove or zero clearance fireplace planned for installation including 3 15. 16. 17. 18. 19. 20. 21. 22. 23. make and model and Colorado Phase II certifications or phase II EPA certification? Yes N-A No. _____ _ Does the plan include a masonry fireplace including a fireplace section indicating design to comply with the IRC? Yes Q 1-:::Cl No _____ _ Does the plan include a window schedule or other verification that egress/rescue windows from sleeping rooms and/or basements comply with the requirements of the IRC? Yes J No _____ _ Does the plan include a window schedule or other verification that windows provide natural light and ventilation for all habitable rooms? Yes J No. _____ _ Do the plans indicate the location of glazing subject to human impact such as glass doors, glazing immediately adjacent to such doors; glazing adjacent to any surface normally used as a walking surface; sliding glass doors; fixed glass panels; shower doors and tub enclosures and Spf(cjfy safety glazing for these areas? Yes ~ No ____________ __ Is the location of all natural and liquid petroleum gas furnaces, boilers and water heaters indicated on the plan? Yes J No _____ _ Do you understand that if you are building on a parcel of land created by the exemption process or the subdivision process, are building plans in compliance with all plat notes and/or coyenants? Yes ~ No. ____________ _ Do you understand that if you belong to a Homeowners Association (HOA), it is your responsibility to obtain written permission from the association, if required by that association, prior to submitting an application for a building permit? The building permit application will be accepted without it, but you run the risk of the HOA bringing action to enforce the covenants, which can result in revocation of permit issued. Additionally, your Plan Review fee is not refundable if the plans have been reviewed by the Building Department prior to any action by the HOA that requires either revocation or substa~al modification of the plans. Yes No ____________ __ Will this be the only residential structure on the parcel? Yes No Ifno-Explain: ____________ _ Have two [2) complete sets of construction drawings been submitted with the application? Yes __ __,V __ __ 4 24. Do you understand that the minimum dimension a home can be on a lot is 20ft. wide and 20ft. long? Yes J No• ________ __ 25. Have you designed or had this plan designed while considering building and other constructipn code requirements? Yes V No __________ _ 26. Do your plans comply with all zoning rules and regulations in the County related to your propertieifone district? Yes No. ____________ _ 27. Does the plan accurately indicate what you intend to construct and what will receive a final inspection by the Garfield County Building Department? Yes V No• _____ _ 28. Do you understand that approval for design and/or construction changes are required prior to the appl,ication of these changes? Yes V No. __________ _ 29. Do you understand that the Building Department will collect a "Plan Review" fee from you at the time of application submittal and that you will be required to pay the "Permit Fee" as well as any "Road Impact" or "Septic System" fees required, at the time you pick up your building peymit? Yes V No· __________ _ 30. Are you aware that you must call in for an inspection by 3:30 the business day before the requested inspection in order to receive it the following business day? Inspections will be made from 7:30a.m. to 3:30p.m. Monday through Friday. Inspections are to be calledjn to 384-5003. Yes No• _____ _ 31. Are you aware that requesting inspections on work that is not ready or not accessible will result in a $50.00 re-inspection fee? Yes V_ No. __________ _ 32. Are you aware that you are required to call for all inspections required under the IRC including approval on a final inspection prior to receiving a Certificate of Occupancy and occupancy of the building? Yes'---'"-------- 5 33. 34. 35. 36. 37. 38. Are you aware that the Permit Application must be signed by the Owner or a written authority being given for an Agent and that the party responsible for the project must comply with the I~C? Yes / No ____________ _ Do you understand that you will be required to hire a State of Colorado Licensed Electrician and Plumber to perform installations and hookups, unless you as the homeowner are performing the work? The license number of the person performing the work will be required atyme of applicable inspection. Yes No• __________ _ Are you aware, that on the front of the Building Permit Application you will need to fill in the Parcel/Schedule Number for the lot you are applying for this permit on prior to submittal of a building permit application? Your attention in this is appreciated. Yes V No• _______ __ Do you know that the local fi,r district may require you to submit plans for their review of fire safety issues? Yes No (please check with the building department about this requirement) Do you understand that if you are planning on doing any excavating or grading to the property prior to issuance of a building permit that you will be required to obtain a grading permit?) Yes_::_ __ Are you aware that if you will be connecting to a public water and/or sewer system, that the tap fees have to be paid and the connections inspected by the service provider prior to the issuanc~of a Certificate of Occupancy? Yes ____ _ I hereby acknowledge that I have read, understand and answered these questions to the ( best o{ ~ ability. ,\""" \JJ ' 'to, '"' t-_ ____c'\'-\\_:\+=-('\_:__ _____ _ Signature of Owner Date ' I Phone: ( C\"1~ <..\'\-(\,'IS:' (days); ':>~~ (evenings) Project Name: l.Dt><ot::"?DLl!:' ( 'l..\>3 ~C'( (;) )/llj ctrJ ~ Project Address: S \\ Lc:;o<ot£:1><::><...€:. , 'b>:. ~L§>"~"( "'-n 1\ Notes: If you have answered "No" on any of the questions, you may be required to provide this 6 information at the request of the Building Official prior to beginning the plan review process. Delays in issuing the permit are to be expected. Work may not proceed without the issuance of a permit. If it is determined by the Building Official that additional information is necessary to review the application and plans to determine minimum compliance with the adopted codes, the application may be placed behind more recent applications for building permits in the review process and not reviewed until required information has been provided and the application rotates again to first position for review, delay in issuance of the permit or delay in proceeding with construction. Bpminreq November2006 7 PLAN REVIEW CHECKLIST Applicant W~,..f)~.......:> Date l6 ' & ~ c;'7 Building ~Engineered Foundation ~riveway Permit -tL._surveyed Site Plan J11/.tt.-Septic Permit and Setbacks ~Grade/Topography 30% /Attach Residential Plan Review List LMinimum Application Questionnaire ______,..L_Subdivision Plat Notes ~ire Department Review ----t.,LY aluation Determination/Fees _LRed Line Plans/Stamps/Sticker 4Attach Conditions ~Application Signed ._./ Plan Reviewer To Sign Application __L_Parcel/Schedule No. ~ 40# Snow load Letter-Manf. Hms. L Soils Report GENERAL NOTES: Planning/Zoning ~Property Line Setbacks ~30ft Stream Setbacks ._L.Flood Plain ~uilding Height ~oning Sign-off ~Road Impact Fees L_HOAIDRC Approval _LGrade/Topography 40% ~Planning Issues ~Subdivision Plat Notes September 7, 2007 Re: Construction/Battlement Mesa To Whom It May Concern: For the purposes of filings, and construction of the single family homes to be located at: Lot 6, Eagles Point Lot 8, Eagles Point 311 Lodgepole all located in Battlement Mesa, Colorado Please recognize Michael J. Robinson/Tri-Terra, Inc. as my agent representative for all matters related to permitting and construction of these homes. If any questions, concerns, or required signatures arise related to these issues, contact Mr. Robinson directly at thefollowing address and phone number: · Michael Robinson 1338 Grand Ave #326 Glenwood Springs, Co. 81601 (970) 618-7625 Thank you for your time and attention to this matter. ~~~~~~ Bill To: Garfield County Road and Bridge Department P.O. Box426 Rifle, CO 81650 Phone-(970)625-8601 Fax-(970)625-8627 Invoice Driveway Permit Number: GRB07-D-127 Invoice Date: 11/29/2007 · ALAN WYNGARDEN LOT 2, BLOCK 4 STONERIDGE SUBDI PARACHUTE ,CO 81635 $75.00 per Driveway Permit. Driveway Permit Fee: $75;00 ···--··----~····· -----·-·~--·--~--·-- Total Due: $75.00 Thank You! r~ J: u f~<~ ~,c ' ~·£~~.~.{/ Garfield Coun Application for Driveway Permit Person Obtaining Permit: ALAN WYNGARDEN Application Date: 11/2912007 County Road Number: 372V District: Silt Permit Number: GRB07-D-127 TerminatiowDate: 12129/2007 Inspector: Jake Mall hereby requests permission and authority from the Board of County Commissioners to construct a driveway approach ( es) on the rigb.t-of-way off of County Road, 372V, 200' North of 372 and 372V, located on the East side of road for the purpose of obtaining access to property. Applicant submits herewith for the consideration and approval of the Board of County Commissioners, a sketch of the proposed installation showing all the necessary specification detail including: !. Frontage oflot along road. 2. Distance from centerline of road to property line. 3. Number of driveways requested 4. Vlidth of proposed driveways and angle of approach. 5. Distance from driveway to road intersection, if any. 6. Size and shape of area separating driveways if more than one approach. 7. Setback distance ofbuilding(s) and other structure improvements. 8. No unloading of equipment on county road, any damage caused to county road will be repaired at subdivision expense. 9. Responsible for two years from the date of completion. General Provisions 1) The applicant represents all parties in interest, and affirms that the driveway approach ( es) is to be constructed by him for the bona fide purpose of securing access to his property and not for the purpose of doing business or servicing vehicles on the road right of way. 2) The applicant shall furnish all labor and materials, perform all work, and pay all costs in connection with the construction of the driveway(s). All work shall be completed within thirty (30) days of the permit date. 3) The type of construction shall be as designated and/or approved by the Board of County Commissioners or their representative and all materials' used shall be of satisfactory quality and subject to inspection and approval of the Board of County Commissioners or their representative. 4) The traveling public shall be protected during the installation with proper warning signs and signals and the Board of County Commissioners and their duly appointed agents and employee shall be held harmless against any action for personal injury or property damage sustained by any reason of the exercise of the Permit. 5) The Applicant shall assume responsibility for the removal or clearance of snow, ice, or sleet upon any portion of the driveway approach (es) even though deposited on the driveway(s) in the course of the County snow removal operations. 6) b the event it becomes necessary to remove any right-of-way fence, the posts on either side of the entrance shall be surely braced before the fence is cut to prevent any slacking of the remaining fence and all posts and wire removed shall be turned over to the District Road Supervisor of the Board of County Commissioners. 7) No revisions or additions shall be made to the driveway(s) or its appurtenances on the right-of-way without Vll'itten permission of the Board of County Commissioners. 8) Provisions and specifications outlined herein shall apply on all roads under the jurisdiction of the Board of County Commissioners of Garfield County, Colorado, and the Specifications, set forth on the attached hereof and -incorporated herein as conditions hereof. 9) Final inspection of driveway will be required upon completion and must be approved by person issuing permit or representative of person issuing permit. . The inspection and sign off must be done prior to any CO from the Building and Planning Department being issued. 10) Contractor agrees to all Provisions in Exhibit A. Special Conditions: 1. Driveway Width-25'x27' 2. Culvert required? False Size: by 3. Asphalt or concrete pad required? True Size of pad: 25'x27'4" 4. Gravel portion required? False Length: 5. Trees, brush and/or fence need to be removed for visibility? False 6. Distance and Direction: 7. Certified Traffic Control Required? False 8. Work zone signs required? False In signing this application and upon receiving authorization and permission to install the driveway approach ( es) described herein the Applicant signifies that he has read, understands and accepts the foregoing provisions and conditions and agrees to construct the driveway(s) in accordance with the accompanying specification plan reviewed and approved (\. . \ . '\ by the Board of County Commissioners. Signed: \,!~ W • .., ALWYNE Address: \~~'l y_,"" ~<.. ,q. ~1.\o ~"""""" ).__..,"" 't \ \_,() \ Telephone Number: lC\I~<o'i .'\1...;~-\ Permit granted 11/29/2007, subject to the provisions, specifications and conditions stipulated herein. For Board of County Commissioners' of Garfield County, Colorado: Representative of Garfield County Road and Bridge Signature Specifications I. A driveway approach is understood to he that portion of the county road right-of way between the pavement edge aGd the property line that is designed and used for the interchange of traffic between the roadway and abutting property. 2. At any intersection, a driveway shall be restricted for a sufficient distance from the intersection to preserve the normal and safe movement of traffic. (It is recommended for rural residence entrances that a minimum intersection clearance of 50 feet be provided and for rural commercial entrances a minimum of 100 feet be provided.) 3. All entrances and exits shall be so located and constructed that vehicles approaching or using them will be able to obtain adequate sight distance in both directions along the county road in order to maneuver safely and without interfering with county road traffic. 4. The Applicant shall not be permitted to erect any sign or display material, either fixed or movable, on or extending over any portion of the county road right-of-way. 5. Generally, no more than one approach shall be allowed any parcel or property the frontage of ~hich is less than one hundred (100) feet. Additional entrances or exits for parcels having a frontage in excess of one hundred 1 00) feet shall be permitted only after showing of actual convenience and necessity. 6. All driveways shall be so located that the flared portion adjacent to the traveled way will not encroach upon adjoining property. 7. No commercial driveway shall have a width greater than thirty (30) feet measured at right angles to the centerline of the driveway except as increased by permissible radii. No noncommercial driveway shall have a width greater than twenty (20) feet measured at right angles to the centerline of the driveway, except as increased by permissible radii. 8. The axis ·Of an approach to the road may be at a right angle to the centerline of the county road and of any angle between ninety (90) degrees and sixty (60) degrees but shall not be less than sixty (60) degrees. Adjustment will be made according to the type of traffic to be served and other physical conditions. 9. The construction of parking or servicing areas on the county road right-of-way is specifically prohibited. Commercial establishments for customer vehicles should provide off-the-road parking facilities. 10. The grade of entrance and exit shall slope downward and away from the road surface at the same rate as the normal shoulder slope and for a distance equal to the width of the shoulder but in no case less than twenty (20) feet from the pavement edge. Approach grades are restricted to not more than ten percent (10%). II. All driveways and approaches shall be so constructed that they shall not interfere with the drainage system of the street or county road. The Applicant will be required to provide, at his own expense, drainage structures at entrances and exits, which will become an integral part of the existing drainage system. The Board of County Commissioners or their representative, prior to installation, must approve the dimensions and types of all drainage structures. Note: This permit shall be made available at the site where and when work is being done. A work sketch or drawing of the proposed driveway(s) must accompany application. No permit will be issued without drawing, blueprint, or sketch. Huddleston-Berry Engineering & Testing, LLC Tri-Terra, Inc. 218 E. Valley Road Carbondale, Colorado 81623 Attention: Subject: Michael Robinson Geotechnical Investigation 311 Lodgepole Circle Battlement Mesa, CO Dear Mr. Robinson, 640 White Avenue, Unit B Grand Junction, CO 81501 Phone: 970-255-8005 Fax: 970-255-6818 HuddlestonBerry@bresnan.net August 17, 2007 Project#330-07 This letter presents the results of a geotechnical investigation conducted for 311 Lodgepole Circle in Battlement Mesa, Colorado. The site location is shown on Figure 1. The proposed construction is anticipated to consist of a single-family residence. The scope of our investigation included evaluating the subsurface conditions at the site to aid in developing foundation recommendations for the proposed construction. Site Conditions At the time of the investigation, the site was generally open with a slight slope down to the north. Vegetation at the site consisted primarily of low grasses and weeds. The site was bordered by Lodgepole Circle to the north and west, and by existing residences to the south and east. Subsurface Investigation The subsurface investigation included one test pit as shown on Figure 2-Site Plan. The test pit was excavated to a depth of 9.0 feet below the existing ground surface with a backhoe. A log of the test pit is included in Appendix A. The test pit encountered 1.0 foot of sandy silt with organics topsoil above brown, dry, medium dense to dense silt with cobbles and boulders to the bottom of the excavation. The percentage of cobbles and boulders increased with depth. Groundwater was not encountered in the test pit at the time of the investigation. 311 Lodgepole Circle #330-07 08/!7/07 Laboratory Testing Laboratory testing was conducted on soil samples collected in the test pit. The testing included grain-size analysis, Atterberg limits determination, natural moisture and density determination, swell/consolidation testing, and soluble sulfates content. The laboratory testing results are included in Appendix B. The laboratory testing results indicate that the silt soils at the site are non-plastic. In addition, these soils were indicated to generally tend to consolidate under loading. The soluble sulfates content of the soils was detennined to be 80 parts-per-million (ppm). Foundation Recommendations Based upon information provided to HBET a spread footing foundation is proposed for the structure. A spread footing foundation is appropriate give the subsurface conditions at the site; however, to provide a uniform bearing stratum, it is recommended that the foundations be constructed above native silt soils, below the topsoil, that have been scarified to a depth of 6 to 9- inches, moisture conditioned, and compacted to a minimum of 95% of the standard Proctor maximum dry density, within ± 2% of the optimum moisture content as determined in accordance with ASTM D698. For the foundation building pad prepared as recommended, a maximum allowable bearing capacity of I ,250 psf may be used. Foundations subject to frost should extend a minimum of 36- inches below the final grade. As discussed previously, the soluble sulfates content of the native soils was determined to be 80 ppm. This concentration represents a negligible degree of potential sulfate attack on concrete exposed to the native soils. Therefore, sulfate resistant cement may not be required for construction at this site. Stemwalls and any retaining walls at the site should be designed to resist lateral earth pressures. For backfill consisting of the native soils, or imported granular, non-fi·ee draining, non-expansive material, we recommend that the walls be designed for an equivalent fluid unit weight of 50 pcf in areas where no surcharge loads are present. Lateral earth pressures should be increased as necessary to reflect any surcharge loading behind the walls. Floor Slab and Exterior Flatwork Recommendations The native silt soils are suitable for support of floor slabs and exterior flatwork. However, it is recommended that floor slabs and exterior flatwork be constructed on native soils that have been prepared in accordance with the Foundation Recommendations section of this report. Drainage Recommendations Grading around the structure should be designed to carry precipitation and runoff away from the structure. It is recommended that the finished ground surface drop at least twelve inches within the first ten feet away from the structure. Downspouts should empty beyond the backfill zone. It is also recommended that landscaping within three feet of the structures include primarily dese1i plants with low water requirements. In addition, it is recommended that irrigation within ten feet of foundations be minimized or controlled with automatic shut off valves. Z:\2007 Projects\330*07 31 1 Lodgepole-Tri-Tena\200-geo\330-07 LR081707.doc 2 311 Lodgepole Cirele #330-07 08/17/07 General Notes The recommendations included above are based upon the results of the subsurface investigation and on our local experience. These conclusions and recommendations are valid only for the proposed construction. As discussed previously, only one test pit was conducted at the site. As a result, the precise nature and extent of any subsurface variability may not become evident until construction. Therefore, it is recommended that a representative of HBET observe the foundation excavation prior to foundation placement to verify that the subsurface conditions are consistent with those described herein. In addition, it is recommended that a representative of HBET test compaction of the sub grade materials. We are pleased to be of service to your project. Please contact us if you have any questions or comments regarding the contents of this report. Respectfully Submitted: Httdllle:ston~JBe:rry Engineering and Testing, LLC Michael A. Berry, P.E. Vice President of Engineering Z:\2007 Projects\330-07 311 Lodgepole-Tli-Tcrra\200 -geo\330-07 LR08l707.doc 3 FIGURES FIGURE 1 Site Location Map ~-,r-. NOTE: DRAWING NOT TO SCALE Project No.: 330-07 Date: 08/17/07 By: MAB 311 LODGEPOLE CIRCLE FIGURE 2 -SITE PLAN APPENDIX A Typed Test Pit Log ~ Huddleston~Beny Engineering & Testing, LLC TEST PIT NUMBER TP-1 ~ 640 White A venue, Unit B \\ffi,~ Grand Junction, CO 81501 PAGE 1 OF 1 . . ,if 970-255-8005 _,,,, 970-255-6818 CLIENT Tri~Terra Inc. PROJECT NAME 311 LodgeQole PROJECT NUMBER 330-07 PROJECT LOCATION Battlement Mesa CO DATE STARTED 7/31/07 COMPLETED 7/31107 GROUND ELEVATION TEST PIT SIZE EXCAVATION CONTRACTOR Hi-River GROUND WATER LEVELS: EXCAVATION METHOD Backhoe AT TIME OF EXCAVATION dry LOGGED BY JAH CHECKED BY MAB AT END OF EXCAVATION dry NOTES AFTER EXCAVATION --- ATTERBERG 1-w ;F. z ~ -LIMITS z "-w# w () >-0:: >-"'w w o::-1-I ICJ 1-W o::-5:1-:::l "-t:c :::JI-j':: z_ ,__ w"' wO oZ-' i-C' ,_z g,_ () o, "-"" "-o MATERIAL DESCRIPTION ..J2 >0 ..J:J~ UJJ!l zo CI)Ul i=!::: Q(ii w-~..J 0.:::> o"' roO ,-:::>8 -I-:::l-5~ 0"-- 0 ()-g >-oz 0~ 1-o Cl) (9 2Z o;;_ ~~ < w "' 20 ::J-' UJ Cl) "' "-0 () "-..J z 0.0 "-u: ;:~.:};f. Sandy SILT with Organics (TOPSOIL), brown, dry :,i r;,. ,1 ~::~:- SILT with Cobbles and Boulders (ML), brown, dry, medium dense to dense 1- r---li- ~ MC 91 5 1 GB 1: Lab Classified ~ GB 1 5 NP NP NP 90 ~ __1._&_ Bottom of test pit at 9.0 feet. APPENDIXB Laboratory Testing Results ~ Huddleston~Berry Engi~eering & Testing, LLC GRAIN SIZE DISTRIBUTION .,. ··'j) 640 White Avenue, Umt B liB.~ Grand Junction, CO 81501 ~ .. ,,f? 970-255-8005 ~ 970-255-6818 CLIENT Tri-Terra Inc. PROJECT NAME 311 Lodgepole PROJECT NUMBER 330-07 PROJECT LOCATION Battlement Mesa CO U.S. SIEVE OPENING IN INCHES I U.S. SIEVE NUMBERS I HYDROMETER 6 4 3 2 1.5 1 3/4 1/23/8 3 6 ~ 0 1416 20 30 40 50 60 100140200 100 I I I I I T ' 95 90 85 80 75 70 1-65 :c ~ 60 iii "' >-55 Cll "' w 50 z u: 1-z 45 w () 40 "' w Q. 35 : 30 25 20 15 10 5 0 100 10 1 0.1 0.01 0.001 GRAIN SIZE IN MILLIMETERS I COBBLES I GRAVEL I SAND I SILT OR CLAY coarse I fine I coarse I medium I fine I Specimen Identification Classification LL PL PI Cc Cu • TP-1, GB1 7/07 SILT(ML} NP NP NP Specimen Identification 0100 060 030 010 %Gravel %Sand %Silt %Clay • TP-1, GB1 7/07 4.75 10.3 89.6 ~ Huddles.ton-Berry Engi~eering & Testing, LLC ATTERBERG liMiTS' RESULTS !;'/ ~~~) 640 Whtte Avenue, Umt B ~JB;I Grand Junction, CO 81501 ,, . ,& 970-255-8005 "·"' 970-255-6818 CLIENT Tri-Terra Inc. PROJECT NAME 311 LodgeQole PROJECT NUMBER 330-07 PROJECT LOCATION Battlement Mesa CO 60 v @ @ 50 v p L / A s 40 v T I / c I 30 T v y I / N 20 D v E X / 10 v CL-ML / @ § n 20 40 60 80 100 LIQUID LIMIT Specimen Identification LL PL PI #200 Classification e TP-1, GB1 7/31/2007 NP NP NP 90 SILT(ML) I ~ Huddleston-Berry Engineering & Testing, LLC CONSOUDAT!ON TEST /'' · '')) 640 White Avenue, Unit B ~(m~ Grand Junction, co 81501 \, '• i! 970-255-8005 "·"' 970-255-6818 CLIENT T., T. . Inc. PROJECT NAME 311 Lodgegole PROJECT NUMBER 330-07 PROJECT LOCATION Battlement Mesa CO 0.0 0.5 1.0 \ 1.5 \ 2.0 \ \ 2.5 \ ;]!. z 3.0 \ ~ \ f- (/) 3.5 \ 4.0 \ 4.5 \ 5.0 \ 5.5 6.0 100 1,000 10,000 STRESS, psf - Specimen Identification Classification yd MC% 0 TP-1 3.0 91 5 BATTLEMENT MESA SERVICE ASSOCIATION ARCHITECTURAL COMMITTEE APPLICATION & CHECKLIST (for New Home Construction projects) Homeowner: ~L.c._..\ \ \\~t;..•~'l..ruc~ HomeMailingAftdress;i;_:,-l~C\~Y¥>4.c::::;;;::'t...\lP;;~ ~ 'l!.lc. , 1);0~-.lQ-. ~ '&O"lt>"\ HomePhone: \,."\.::lo) 1!-""•L~· \'2....\\ . WorkPhone(ifdesired): ___________ _ Project Address: ~i \ L)t>bl!:;i>t)l..ir-Lot: _!j_ Block: ""'l \,___Subdivision: 'hlo.k 1t1oc C ProductionHomePlanName(ifapplicable): _____________________ _ Homebuilder: \ i2..\ ~ "l\.~, .::S::, <....., Business Mailing Address: 133-& Q,p..;,.,,n 2::.-..~~Z '§-?a..:l, . <::..tl">.hi:>I'.JO') Sh•"'"'" (,_;, Business Phone: (0\."\.;') {..,\~ ·'\I,)L-') Fax (if desired): ' SubrnittalDate: '!.h\<\ Estimated Start Date: ~\ "':1~'>\'\ EstimatedCornpletionDate:_'\._\\-'1-\\_'\,___ -.:.....r\"-'--'1-\ '--\ \ I { SUBMITTAL REQUIREMENTS: Two Copies each of items 1, 2 & 4 need to be submitted. (Check-offiterns attached to the Application. Fill in spaces as indicated.) J 1. Site Plan Drawing (1" = 10' or 1" = 20' scale) with the fOllowing information shown: v' Lot, Block & Subdivision name. 1/ Street Address of Project. _ _,,),__ Building Setback Lines (also fill-in the shortest distance between property line to the exterior wall closest to that property line). Please be aware that all Building Setback Lines are taken from y6ur Property Line Pins!! Your Property Line is NOT the Curb Line!! j .;' .;' Dwelling Unit Front Setback: Left Side Setback: Right Side Setback: Rear Setback: Utility Easements. 55' Clear Site-Line at Intersection Comer Lots . Site Grading Elevations & Drainage . Garage First (main) Floor Height in relation to top of street curb at front-center oflot. Driveways (including width of driveway), Walkways, Patios, etc. Outbuildings. J J J 2. Architectural Drawings (1/4" = 1' or 1/8" = 1' scale) with the following information shown. ~ Floor Plan(s) with overall dimensions (fill-in the following square foot areas). First Floor Finished Living Area: Second Floor Finished Living Area: Lower Floor Finished Living Area: Total Finished Living Area: Total Unfinished Living Area: Garage Area: -1lu:e;u..13"--_square feet -1N!¥/-!'A~_square feet _..,N.,./.:.L'A"-_square feet 11!:2 l ~ squarefeet __,_N"'/.u:A=-_square feet .........:44+IIi&O"--_.square feet Building Elevations Plans indicating doors, windows, exterior materials, building height, . roof pitch, roof-mounted evaporative coolers, etc. (fill-in maximum height below). Maximum building height to highest ridge line or building structural projection Z01-4-feet above top of street curb at front-center of your Jot. En,oi.neered (stamped) Foundation Plan. Outbuildings indicating dimensions, elevations and overall height to ridge line. .). Exterior Materials (fill-in the selections below): Roofing Material:&:-, ::JI J::.o..~_. ~.-:;~{' Color: \1;\:) I fw,.Q \""!SS) Primary Siding Material: ~'M.I~<;<:M'I) Color: Accent Siding Material: ~ 1\..!'! ~14) Color: ~D ·Trim Material: ~-!.\~~,~~~~:!) Color: -\ (!, () Masonry Material: ~ Color: \"':> Q Stucco Materials: ~\..b Color: Front Door Material: ~--'-Color: ~'\) Garage Door Material: .. ::;'"-'-'-Color: \b\) COLOR SAMPLE COLOR SAMPLE COLOR S.AM:PLE COLOR SAMPLE COLOR SAMPLE COLOR S.AM:PLE 4. Landscape/Irrigation Plans with the following information: Planting Plan (indicate areas of irrigated lawn, tree placement, shrub beds, ground cover, etc.). Plant Material listing by species of trees, shrubs and grasses. Groundcover Material with weed control barrier. Fences. Other Landscape Improvements (decks, site lighting, flag poles, etc.). 5. Variance Request (if applicable) Give details below: 6. Residential Construction Monetary Deposit: JJWe hereby acknowledge and understand that our failure to complete Home Construction, Improvement Projects or Landscaping Construction within the time constraints noted in Conditions 2. & 3. On Page 6 of this Application will result in a Notice and Opportunity for a Hearing before the BMSA Board of Directors. I:f JJW e are found in violation of these Conditions at the Hearing it will result in a fine to the Owner of not less than $500.00 per month for each full month in excess of the allotted completion time frame. JJWe hereby acknowledge that Home Construction or Improvement Projects or Landscape Construction features which are built in non-conformance with this full application, including the Conditions of Approval noted on Page 6 of6 herein, JJWewill be cited by the BMSAJAC in written citation form at the time of discovery. In extenuating circumstances a Variance may be requested from the BMSAJAC, provided such Variance request item is within the purview and approval jurisdiction of the BMSAJAC. If a Variance is not granted by the BMSA/ AC and if the Non-Conforming Items are not corrected within 60 days after the date of written citation, JJW e will be served Notice of a Hearing before the BMSA Board of Directors, and ifJJWe are found in violation of these Non-Conforming Items at the Hearing JJWe will be fined a minimum of $500.00 per Non-Conforming Item. Notwithstanding the foregoing, JJWe acknowledge that the BMSA Board of Directors and/or Architectural Committee may pursue any legal remedy available in the event of a non-compliance. AS PER THE ARCHITECTURAL STANDARDS,PLEASE INDICATE THE FOLLOWING POINTS ON THE PLOT PLAN AND BELOW: ELEVATIONS AT EACH CORNER OF THE LOT. LOCATION. 1. N Of2.114 j..l 1=:.5 T 2. N.cn.. T~ eMS T 3. ~TH I!AST 4. SotA T"l-\ 5. 1--t/A. 6.--THE IDGH POINT OF THE LOT. 7.--THE LOW POINT OF THE LOT. 8.--HEIGHT OF GARAGE FLOOR 9.--HEIGHT OF HOUSE MAIN FLOOR ELEVATION ( FEET) -----5"""'1"" , I S' .1 -----5"4-0G:.. z.c.. 5-fe& :;.f 6"4LO.S6 'Sf II t. -----s 4£'C' . 1 st. -----5"4-04. G.(.,. -----S"40 ~."C.. 10.--HEIGHTOFROOF ABOVE FOUNDATION. -----t~1 .. 4- (MAXIMUM---35 FEET) 11.--HEIGHT OF ROOF ABOVE CENTER OF THE :MID CURB. (MAXIMUM--29FEET) ------z.o'-4 12.--DRAINAGE FLOWLINES ON THE PLOT PLAN. 13.--ROOF PITCHES.--------1.---~-_:_1_;_ -ryp. 2.------------- 3.------------- 4.------------- 15.-SQUARE FEET OF LIVING SPACE. _____ ll!)_l~-------- Failure to pay fines levied as determined at the Hearing may also result in a Lien being placed on your Property or litigation Process initiated by the BMSA Board of Directors to secure conformance with this full Application and its respective Conditions Of Approval. IJW e understand that Architectural Committee approval does not constitute approval ofthe local building department, drainage design or structural soundness, nor does it constitute assurance that the plans comply with all applicable codes, regulations, ordinances and laws. I!We further acknowledge that any subsequent field changes which .I!We may desire to the Home Construction or Improvement Projects of this original Application Submittal and the original Conditions of Approval issued by the BMSA/AC will require an additional Revised Application Submittal on our behalf, and that I!We will not proceed with any subsequent field changes until a Revised Conditions of Approval have been issued to us by the BMSA/AC. Owner's Signature(s): ------------------'- Owner's Printed Names: ________________________ Dme: ______________________ _ _______________ Dme: ____________ ___ Builder's Signature: Builders Printed Name: _______________ · Date:--------------- Thi$ portion of the Application Form is to be completed by the Architectural Committee (not the Applicant). CONDITIONS OF APPROVAL or DISAPPROVAL 1. No sitework or building construction may proceed on any Lot (including no preliminary site clearing, grubbing, grade alteration, storing of material, foundation excavation, extension of underground utilities, etc:) until the Project bas received a Project approval from the Archltectural Committee and bas been issued a Building Permit (as required by Garfield County for new home or Renovation projects). 2. All general building and site improvements construction for any Project shall be completed and shall have issued a Certificate of Occupancy from the Garfield County Building Department no later than one (1) year after the issuance date of this Architectural Committee Approval. 3. The complete landscaping and revegetation of the improved Lot, to specificaJ!y include the front, side and rear yard areas, shall be completed no later than six ( 6) months from the date of the Certificate of Occupancy. 4. If the selection of colors and /or landscaping plans are not included with this application they must be submitted for approval before any action is taken to install the missing items. 5. 6. 7. J~o, ~~;licaticr.gproval ~ ~ciJtal Commi~Members): L1 ~ -------- Application Approv ject to the above conditions: By Chairman: Date: jlr;/a? Application Denied (Initials of Architectural Committee Members): By: Application Denied for reason(s) stated above: ByChairman: -------------------------------------Date:------------- Huddleston-Berry Engineering & Testing, LLC Tri-Terra, Inc. 218 E. Valley Road Carbondale, Colorado 81623 Attention: Subject: Michael Robinson Geotechnical Investigation 311 Lodgepole Circle Battlement Mesa, CO Dear Mr. Robinson, 640 White Avenue, Unit B Grand Junction, CO 8!501 Phone: 970-255-8005 Fax: 970-255-6818 HuddlestonBerry@bresnan.net August 17,2007 Project#330-07 This Jetter presents the results of a geotechnical investigation conducted for 311 Lodgepole Circle in Battlement Mesa, Colorado. The site location is shown on Figure I. 'The proposed construction is anticipated to consist of a single-family residence. The scope of our investigation included evaluating the subsurface conditions at the site to aid in developing foundation recommendations for the proposed construction. Site Conditions At the time of the investigation, the site was generally open with a slight slope down to the north. Vegetation at the site consisted primarily of low grasses and weeds. The site was bordered by Lodgepole Circle to the north and west, and by existing residences to the south and east. Subsurface Investigation The subsurface investigation included one test pit as shown on Figure 2 -Site Plan. The test pit was excavated to a depth of9.0 feet below the existing ground surface with a backhoe. A log of the test pit is included in Appendix A. The test pit encountered 1.0 foot of sandy silt with organics topsoil above brown, dry, medium dense to dense silt with cobbles and boulders to the bottom of the excavation. The percentage of cobbles and boulders increased with depth. Groundwater was not encountered in the test pit at the time of the investigation. 311 Lodgepole Circle #330•07 08/17/07 Laboratory Testing Laboratory testing was conducted on soil samples collected in fue test pit. The testing included grain-size analysis, Atterberg limits determination, natural moisture and density determination, swell/consolidation testing, and soluble sulfates content. The laboratory testing results are included in Appendix B. ' The laboratory testing results indicate fuat fue silt soils at fue site are non-plastic. In addition, these soils were indicated to generally tend to consolidate under loading. The soluble sulfates content offue soils was determined to be 80 parts-per-million (ppm). Foundation Recommendations Based upon information provided to HBET a spread footing foundation is proposed for fue structure. A spread footing foundation is appropriate give fue subsurface conditions at the site; however, to provide a uniform beariP.g stratum, it is recommended fuat fue foundations be constructed above native silt soils, below fue topsoil, fuat have been scarified to· a depfu of 6 to 9. inches, moisture conditioned, and compacted to a minimum of 95% of fue standard Proctor maximurh dry density, within ± 2% of fue optimi:un moisture content as determined in accordance wifu ASTM D698. For fue foundation building pad prepared as recommended, a maximum allowable bearing capacity of 1,250 psf may be used.· Foundations subject to frost should extend a minimum of 36- inches below fue final grade. As discussed previously, the soluble sulfates content of fue native soils was deterniined to be 80 ppm. This concentration represents a negligible degree of potential sulfate attack on concrete exposed to fue native soils. Therefore, sulfate resistant cement may not be required for construction at this site. Stemwalls and any retaining walls at fue site should be design<:d to resist iateral earili pressl!fes; For backfill consisting offue native soils, or imported granular, non-free drammg, non-expansive material, we recommend fuat fue walls be designed for an equivalent :ijuid unit weight of 50 pcf in areas where no surcharge loads are present. Lateral earth pressures. should be increased as necessary to reflect any surcharge loading bebind fue walls. Floor Slab and Exterior Flatwork Recommendations The native silt soils are suitable for support of floor slabs and exterior flatwork. However, it is recommended fuat floor slabs and exterior flatwork be Constructed on native soils that have been prepared in accordance wifu fue Foundation Recorrimendations section ofthls report. Drainage Recommendations Grading around fue structure should be designed to carry precipitation and runoff away from fue structure. It is recommended fuat fue finished ground surface drop at least twelve inches wifuin fue first ten feet away from fue structure. Downspouts should empty beyond fue backfill zone. It is also recommended fuat landscaping within three feet of fue structures include primarily desert plants with low water requirements. In addition, it is recommended fuat irrigation within ten feet of foundations be minimized or controlled wifu automatic shut off valves. ·z:\2007 Prcjects\330-07 31! Lodgepole-Tri-Terra\200-geo\330.()7 LR081707.doc 2 311 Lodgepole Circle #330-07 08/17/07 General Notes The recommendations included above are based upon the results of the subsurfuce investigation and on our local experience. These conclusions and recommendations are valid only for the proposed construction. As discussed previously, only one test pit was conducted at the site. As a result, the precise nature and extent of any subsurface variability may not become evident until construction. Therefore, it is recommended that a representative of HBET observe the foundation excavation prior to foundation placement to verify that the subsurface conditions are consistent with. those described herein. In addition, it is recommended that a representative of HBET test compaction of the sub grade materials. We are pleased to be of service to your project Please contact us if you have any questions or comments regarding the contents of this report. Michael A. Berry, P .E. Vice President of Engineering Z:\2007 Projects\330-07 llll.OOgepole-Tri-Terra\200-geo\330-07 LR081707.doc 3 FIGURES '>-/-· 'r ( Site Location Map NOTE: DRAWING NOT TO SCALE Project No.: 330-07 Date: 08/17/07 By: MAB 311 LODGEPOLE CIRCLE. FIGURE2-SITE PLAN APPENDIX A Typed Test Pit Log 10 "' ;;; b " :¥ ~ "' "' i ~ " w ' 0 Q. w " 0 0 ~ ;; ~ 0 0 M M "' z " "' ~ 0 " " "' " " w >-iil " /.-@':'l!i~~~~ Huddleston-.Beny En!;ineering & Testing, LLC 'fr?'ffi. ''\~~ 640 White Avenue, Unit B ~ ~ Grand Junction, CO 81501 ~--. ~ 970-255-8005 ~ 970-255-6818 CLIENT Tri-Terra Inc. PROJECT NUMBER 330-07 DATE STARTED _7cc/3"-'1"'/0"-7--~-COMPLETED c-'7co/3011,_,/0_,__7 __ _ EXCAVATION CONTRACTOR -'H.lli-:cR,;iv"'e"-r ________________ _ EXCAVATION METHOD ~s.,·a,c.,kh,o,e,__ _________________ _ LOGGED BY JAH CHECKED BY -'M"'A"'B'-~-- NOTES :c ~g 0 o:o MATERIAL DESCRIPTION .•c;.: -~ Sandy SILT with Organics (TOPSOIL), brown, dry ~··/~; :~\"::.~ ~-:~~~;. TEST PIT NUMBER TP-1 PAGE 1 OF 1 PROJECTNAME~3~1u1~L~o~dg~e~p~ol~e ______________________ __ PROJECT LOCATION Battlement Mesa CO GROUND ELEVATION---- GROUND WATER LEVELS: TEST PIT SIZE-------- AT TIME OF EXCAVATION _,d,_,_rv _______ -'------ AT END OF EXCAVATION _,d=rv ___________ _ AFTER EXCAVATION - UJ ATTERBERG f-... z ,c ~ LIMITS z 0.. tnW 5: w* UJ >-a< ;;::-'-w oc-1-1-:'W 5;1-:0 !l... ~13 ::;)~ i': z~ wCl !-C' () wco >~ oz..; UJ.!l 1-w g,_ i=!:: -x o, ...J:!E _,:o<t ::>8 !!!,.,. >2w oe.. "-::> 8-coo> ><-:o-"':!E t;j_o ~z ()~ () ;;:: oz 0';,; :'.':i:J en UJ 0 :;;g :J-' :5~ w (/) "' 0.. 0 0.. z 0.. u:: SILT with Cobbles and Boulders (ML), brown, dry, medium dense to dense GB1: Lab Classified e-M- e-ll- Bottom of test pit at 9.0 feet. ~ ~c hml GB IV 1 91 5 5 NP NP NP 90 APPENDIXB Laboratory Testing Results ~ --,~~-H-llC GRAIN SIZE DISTRIBUTION ,~ 640 White Avenue, Unit B ~ Grand Junction, CO 81501 ~ 970-255-8005 970-255-6818 CLIENT Tri~Terra Inc. PROJECT NAME 311 LodgeQole PROJECT NUMBER 330-07 . PROJECT LOCATION Battlement Mesa CO U.S. SIEVE OPENING IN INCHES I _li.JU.S. SIEVE NUMBERS -I HYD~OMETER 6 4 3 2 1.5 1 314 1/23/8 3 6 1416 20 30 40 50 60 100140200 100 I I I :I' T I J : : ~ 95 : : : : 90 : 85 eo : : : .. : 75 70 : 65 : 1-: :r: Cl 60 [jj $ .. >-55 Ill a: UJ 50 z u: 1-z 45 UJ {) 40 a: : UJ a. 35 30 25 : 20 15 10 5 : 0 : : 100 10 1 0.1 0.01 0.001 GRAIN SIZE IN MILLIMETERS COBBLES GRAVEL SAND SILT OR CLAY coarse fine coarse medium I fine Specimen Identification Classification LL PL PI Cc Cu • TP·1, GB1 7107 SILT(ML) NP NP NP Specimen Identification 0100 060 030 010 %Gravel %Sand %Silt %Clay • TP·1, GB1 7107 4.75 10.3 89.6 ~ Huddles.ton-Bep:y Eng~eering & Testing, LLC ATTERBERG LIMITS' RESULTS //IB\\~) 640 White Avenue, -pmt B •! ill Grand Junction, CO 81501 ~>~ 970-255-8005 ~ 970-255-6818 CLIENT Trt-Terra Inc. PROJECT NAME 311 Lodgepole PROJECT NUMBER 330-07 PROJECT LOCATION Battlement Mesa CO 60 / @ @ 50 / p L / A 40 s / T I / c I 30 T / y I N 20 D / E X / 10 . v CL-ML .v @ 9 n 20 40 60 80 100 LIQUID LIMIT Specimen Identification LL PL PI #200 Classification e TP-1, GB1 7/31/2007 NP NP NP 90 SILT(ML) .. ~ Huddleston-Beny Engineering & Testing, LLC CONSOLIDATION TEST ··ffi'~ 640 White Avenue, Units ~ GrandJunction,CO 81501 970-255-8005 970-255-6818 CLIENT Tri-Terra Inc. PROJECT NAME 311 LodgeQole PROJECT NUMBER 330-07 PROJECT LOCATION Battlement Mesa CO 0.0 0.5 1.0 1\ 1.5 1\ 2.0 i\ 1\ 2.5 \ "' • \ z ~ 3.0 \ 1- "' 3.5 \ 4.0 \ 4.5 \ 5.0 \ 5.5 . 6.0 100 1,000 10,000 STRESS, psf Specimen Identification Classification 1d MC% • TP-1. 3.0 91 5 (continue on back) COUNTY OF GARFIELD -BUILDING DEPARTMENT CORRECTION NOTICE 108 8th St., Suite 401 Glenwood Springs, Colorado Phone (970) 945-8212 Joblocatedat 8/) ~ Permit No. /tJ?bk ~all for Re-lnspection 0 $50.00 Re-lnspection Fee must be paid prior to Re-lnspection You are hereby notified that the above correction must be inspected before covering. When correction(s) have been made, call for inspection at 970-384-5003. Date /C> .... J:J_ Building Inspector -~~2~~~,~~~~~~=::::~---- Phone (970) 945-8212 COUNTY OF GARFIELD -BUILDING DEPARTMENT CORRECTION NOTICE 108 8th St., Suite 401 Glenwood Springs, Colorado Phone (970) 945-8212 Job located at 3// Lc:Yt/Gt!!fflL€': C/'lf, Permit No. I tJ 7 f? C? I have this day inspected this structure and these premises and found the following corrections needed: (/) /?1/S.S!t./G-Allfc/(q;( :$oo:5 ·-&41\, ~sT !Vt/lS + tUAS!f;t:;?s mt.:Y...>rAfC;. IAJ Clf.AU/C:...., p' ;:JO;srs Ct/T /Viz: ;cO /{iz::APCO ·f-:59!_<4£>1/l!JIK.s ~·CAs n.P'£ /1121/L f?~A77C-. @ C&/(I(JI"C.I LoAPI/IG ol(/ V7< t(..S.:>If:S qz .?/JJ;i::"t(A / 234/1 cJ Ncf,-df'/ .s:.Y' //I/& f} &/'?4cc. ??d;sTC]P 57?/£{5 ;/0:e:&o~ (j) ,e:xz: s/f;e;A"'ftfl /fl/6 ;1/);;a::pg 775 Pte:- c:cyn/'L/CTZY /1@; L !LP. $50.00 Re-lnspection Fee must be paid prior to Re-lnspection You are hereby notified that the above correction must be inspected before covering. When correction(s) have been made, call for inspection at 970-384-5003. Date ,s-:-..s--20 &§- Building Inspector _ _::::-=:...l=r'-•'--/'f/1"-'--Lh_...~L.L.:G.."". =5"'--"D"'-'· N"-""----- Phone (970) 945-8212 COUNTY OF GARFIELD -BUILDING DEPARTMENT CORRECTION NOTICE 108 8th St., Suite 401 Glenwood Springs, Colorado Phone(970)945-8212 Job located at f?/ / ~t!YPGt?:-/cY i.K': C IK Permit No. /o 7 b h I have this day inspected this structure and these premises and found the following corrections needed: Hoo/(. ___::r;;;; s ;-£/VO A/ l-'lz!Vr A/ll:JCOs ..S?[?(c'ASI! !>Loc.;<, /VAIL /'ZAT?Z:s &/{) t:-AS ~!Aii(S D Call for Re-lnspection D $50.00 Re-lnspection Fee must be paid prior to Re-lnspection You are hereby notified that the above correction must be inspected before covering. When correction(s) have been made, call for inspection at 970-384-5003. Date ..:5==/C: -1.'2:3 20 0 3 Building Inspector ~ ~~ Phone (970) 945-8212 /L- ~ INSPECTION Will NOT BE MADE UNLESS THIS CARD IS POSTED ON THE JOB 24 HOURS NOTICE REQUIRED FOR INSPECTIONS BUILDING PERMIT GARFIELD COUNTY, COLORADO Date Issued .•• .l.(/'-2/.9..loned Area .••.•.......•.••...••......•... Permit No ••... .lP...!.~.~ ...... . . ·· AGREEMENT In consideration of the issuance ofthis permit, the applicant hereby agrees to comply with all laws and regulations related to the zoning, location; construction and erection of the proposed structure for which this permit is granted, and further agrees that if the above said regulations are not fully complied with in the zoning, location, erection and construction of the above described structure, the permit may then be revoked by notice from the County Building Inspector and IMMEDIATELY BECOME NULL AND VOID. . ... '· ' ,~·,t~.; use 'bjf tjw;t\uxr 1)\'\tm\>J\S~,uc '-'*11>'' ~to\\ S¥AtC1\j~ ·. ··•· · ... ·.·· Address or Legal Description 1$\\ \etit),f•-\>~~ Cwc>.c:1 l?[)miDtik Lest 4 'Bfbe~ Owner \>Jl>.\W::t()tGf'V'l 1 lh.\tl\'\ Contractor }\\tbo~l RJ.>\,m'!::Q) II Setbacks Front Side Side Rear This Card Must Be Posted So It is Plainly Visible From The Street Until Final Inspection. INSPECTION RECORD Footing {"2. ·? -o 7 ~LAP~ Driveway Foundation[~~ \v\,\\'\ ~ ol( lihrl Underground Plumbing -, 4 Insulation !>-AIJ -o 5 ,.(YM Rough Plumbing ::;-:.. /2-c> 3 (2 t'J Drywall 5'· J, 7 ~r;tt, ~ Chimney & Vent :5::.1 z" ~->C ¢«/ Electric Final (by State Inspector) 1 ff/J'L'·~ r?l< . Gas Piping s-c. / z. -eg <;7a/ Final / (}-2£Y(fS Al1.-rt-" Electric Rough (By State Inspector) If Z(-ilf~" Septic Final "7u-- Framing.:(" t.>·o<i Dr~---L-" Notes: (To include oof in place and Windows and Doors installed). ALL LISTED ITEMS MUST BE INSPECTED AND APPROVED BEFORE COVERING - WHETHER INTERIOR OR EXTERIOR, UNDERGROUND OR ABOVE GROUND. TIDS PERMIT IS NOT TRANSFERABLE For Inspections Call384-5003 108 8th Street Glenwood Springs, Colorado EDDO NOT DESTROY THIS CARD --1-"-'1~ By fi'X'/ ":f ~ IPq C( 'F PLACE;;tUTSIDE -tt'o;E-;~;H CLEAR PLASTIC Parcel Detail Page 1 of 4 Garfield County Assessor/Treasurer Parcel Detail Information As~~sso!:IIr~<lSllX~rPmperty Seill"Gh I Assessor SJJ.hss1J2pery I As~ssQJ Sf11~s Search Clerk &Re<::or!ieJRecePtionSe<JJ<eh Parcei_Detail I Value Dei<lil Sales Detail I Residential/Commercial Improvement Detail Land Detail I Photographs I Tax Area II Account Number II Parcel Number II Mill Levy I I 080 II R800199 II 24o11821soo4 II 39.826 I ,/ .. • Owner Name and Mailing Address IWYNGARDEN, ALAN (TIS) I 18900 W 35TH A VENUE I !WHEAT RIDGE, CO 80033 I Legal Description ISECT,TWN,RNG:18-7-95 SUB:STONE I !RIDGE SUB-DIY BLK: 11 LOT:4 IPRE:R490494 AND/THRU:T TO:R490575 IBK:0601 PG:0658 BK:1938 PG:869 IRECPT:725727 BK:1616 PG: 1 IRECPT:658470 BK: 1080 PG:0743 I IBK:1000 PG:0616 BK:0769 PG:0518 I Location I Physical Address: 11311 LODGEPOLE CR PARACHUTE! I Subdivision: llsTONE RIDGE SUB-DIY I I Land Acres: llo I Land Sq Ft: 1111,854 I I Section II Township II Range I I 18 II 7 II 95 I http://www. garcoact.corn/ assessor/Parcel.asp? AccountN umber=R800 199 9/14/2007 Parcel Detail Page 2 of 4 Property Tax Valuation Information II Actual Value II Assessed Value I I Land: II 34,oooll 9,8601 I Improvements: II oil ol I Total: II 34,oooll 9,8601 Sale Date: 11617/2007 Sale Price: 1169,000 Basic Building Characteristics Number of Residential 0 Buildings: Number of Commllnd !o I Buildings: No Building Records Found Tax Information Tax Year Transaction Type II Amount I 2006 Tax Payment: Whole II ($334.92)1 2006 Tax Amount II $334.921 2005 Tax Payment: Whole II ($435.40)1 2005 Tax Amount II $435.401 I 2004 Tax Payment: Whole II ($314.18)1 I 2004 Tax Amount II $314.181 I 2003 II Fee Payment II ($7.00)1 2003 II Fee Charge II $7.ool 2003 Interest Payment II ($6.78)1 2003 Interest Charge II $6.781 2003 Tax Sale Redemption II ($369.56)1 2003 Interest Payment II ($10.62)1 2003 I Interest Charge II $10.621 2003 II Fee Charge II $5.ool I 2003 II Fee Payment II ($5.00)1 I 2003 II Tax Payment: Whole II ($353.94)1 I 2003 II Tax Endorsement II $369.561 II II http://www .garcoact.cornlassessor/Parcel.asp? AccountNumber=R800 199 9/14/2007 Parcel Detail Page 3 of 4 I 2003 II Tax Amount II $353.941 2002 II Tax Sale Redemption II ($248.07)1 2002 II Interest Charge II $22.741 2002 II Interest Payment II ($22.74)1 2002 II Fee Charge II $4.001 2002 II Tax Payment: Second Half II ($211.86)1 2002 II Interest Payment II ($12.71)1 2002 II Fee Payment II ($4.00)1 2002 II Fee Payment II ($19.50)1 2002 II Tax Sale $248.071 2002 II Interest Charge $12.711 I 2002 II Fee Charge $19.501 I 2002 II Tax Payment: First Half ($211.86)1 I 2002 II Tax Amount II $423.721 I 2001 II Fee Payment II ($30.25)1 I 2001 II Interest Payment II ($11.89)1 I 2001 II lnterest Charge II $11.891 I 2001 II Tax Payment: Second Half II ($198.15)1 I 2001 . II Fee Charge II $30.251 2001 II Tax Payment: First Half II ($198.15)1 2001 II Tax Amount II $396.301 2000 II Fee Payment II ($7.00)1 2000 II Fee Charge II $7.001 2000 II Interest Payment II ($9.61)1 2000 Interest Charge II $9.611 2000 Tax Sale Redemption II ($480.60)1 2000 Fee Payment II ($4.00)1 2000 I Tax Payment: Whole II ($422.52)1 2000 II Interest Charge II $29.581 2000 II Fee Charge II $4.001 2000 II Fee Payment II ($24.50)1 2000 II Tax Sale II $480.601 2000 II Interest Payment II ($29.58)1 2000 II Fee Charge II $8.001 2000 II Fee Charge II $16.501 2000 II Tax Amount II $422.521 1999 II Fee Payment II ($7.00)1 1999 II Tax Sale Redemption II ($683.39)1 http://www. garcoact.cornl assessor/Parcel. asp? AccountN umber=R800 199 9/14/2007 Parcel Detail I 1999 Interest Charge II $8.541 I 1999 Interest Payment II ($8.54)1 I 1999 Fee Charge II $7.ool I 1999 Fee Payment II ($22.10)1 I 1999 II Tax Payment: Whole II ($340.98)1 I 1999 II Interest Charge II $23.871 I 1999 Interest Payment II ($23.87)1 I 1999 Fee Payment II ($4.00)1 I 1999 Tax Payment: Whole II ($218.69)1 I 1999 Interest Charge II $8.751 I 1999 Interest Payment II ($8.75)1 1999 Tax Payment: Whole II ($65.00)1 1999 I Tax Sale II $683.391 1999 II Fee Charge $4.ool 1999 II Fee Charge $22.101 1999 II Tax Amount $340.981 1999 II Tax Amount $218.691 I 1999 II Tax Amount II $65.ool ID!l of Page Assessor Dat;;tbpse Search OptioQ;; I Treasurer Database Search O_p1ions Ckrk .. & R~ord~LI.!at.a.b.aii.~ . .SeardlOP1ioJJH Page 4 of 4 The Garfield County Assessor and Treasurer's Offices make every effort to collect and maintain accurate data. However, Good Tums Software and the Garfield County Assessor and Treasurer's Offices are unable to warrant any of the information herein contained. Copyright © 2005 -2006 Good Turns Software. All Rights Reserved. Database & Web Design by GoodTl!ms Software. http://www .garcoact.cornlassessor/Parcel.asp? AccountNumber=R800 199 9114/2007