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HomeMy WebLinkAboutApplication-PermitI Garfield County Building & Planning Department 108 8th Street, Suite #401 Glenwood Springs, Co. 81601 Offlce :970·945·8212 Fax : 970·384-3470 Inspection Line: 970 ·384-5003 Building Permit No. _j lQ]f_ __ Parcel No: 1863-214-00-117 Locality: Job Address: 3410 CR 151 Gypsum Use of Building: --storage barn -------- Owner : Burnt Park Trail, LLC Contractor : Mountain Const ruction Fees: Plan Check : $ 365.92 Septic: Bldg Permit: $ 562.95 Other Fees : Total Fees: $ 928.87 Clerk: ~-Date: $j1}7 1Ql_ I 2 3 4 5 6 7 8 9 10 I I Garage: 12 Dr ive GARF IELD COUNTY BUIL DING PERM1T APPLICATION 108 8"' Street, Suite 401, Glenwood Springs, Co 8 1601 Phone: 970-945-82 12/ Fax: 970-384-3470 /Inspection L ine: 970·384-5003 www.garfield-county.com e ~d, please provide B lock No: -- z.s Septic: 1\0TICE $ No ~ors: o Commu ni Auth ority. This application for a Building Permit m t be signed by the O"'n<r of the prop<rty, described abo\•e, or an authorized agent. If the signature below is not that of the Owner , a separate lener of a uthority, signed by the Owner, must be pro,ided ,.,;th this Application. Legal Access. A Building Permit cannot be issued "'ith o ut proof of legal and adequate access to the property fo r purposes o f inspections by the Building Department. Otbor P ermits. Multiple separate permits may be required : (I ) Stale Electrical Penni~ (2) Counly ISDS Permi~ (3) another permit required for use on the property identified above, e.g. State or County Highway/ Road Access or a State Wastewater Discharge Permit. Void Per mit. A Building P ermit becomes null and void if the work authorized is not commenced within 180 days of the date of issuance and if work is suspended or abandoned for a peri od of 180 days after commencement. CER TIFICATION I hereby certify that I have read this Application and that the information contained above is true and correct. I understand that the Building Department accepts the Application, along "'ith the plans and sp<cifications and other data submined by m e or on my behalf(submittals}, based upon my certification as to accuracy. Assuming completeness of the subminals and approval of this Application. a Buildin g Permit will be issued granting p<rmission to me, as Owner , to coMtnlct th e structure(s) and foci lities detailed on the subminals reviewed by the Building Department. In consideration of the issuance of the Building Permit, I agree that ! and my agents will comply with provisions of any federal, state or local law regulating the work and the Garfield Counly Building Code, ISDS regulations an d applicable land use regulations (County Regulation(s)). !acknowledge that the Building Permit may be suspended or revoked, upon notice from the County, if th e location, construction or use of the structure(s) and facil ity(ies), described above, are not in com pliance with Coun1y Regulation(s) or any other applicable law. I hereby grant permission to the Building Department to enter the prop<rty, described above, to inspect the work . I further acknowledge that the issuance of the Bui lding Permit does not prevent the Building Offici from : (I) requiring the correction of errors in the s ubminals, if soy, discovered after issuance; or (2) stopping construction or use of the structure(s) or facility(ies) if such is in violation of County Re ation(s) or any other applicable law. Review of · Application, including subminals, and inspections of the work by the Building Department do not constitute an acceptance of responsibili1y or liability by the County of errors, omissions or discrep es . As the Owner, I acknowledge that responsibility for compliance ~>itb federal, state and local laws and County Regulations rest with me and my authorized agents, including ,.,;thout limitation architect designer, engineer and/ or builder. I HERE ACKNOWLEDGE THAT I HAVE AD ANDUNDE AND THE NOTICE &CER T I FICATION ABOVE: STAFF USE ONLY Adjusted Va lu a~: 4} 11 B . P lan C heck Fee: M ise Fees: Pe rmit Fee: M a nu h om e F ee: lSD F ee: Setbac ks : PLN GDEPT: 8-.o~ DAT E APPR OVAL DAT E The following items are required by Garfield County for a final Inspection: I) A final Electrical Inspection from the Colorado State Electrical Inspector. 2) Permanent address assigned by Garfield County Building Department and posted at the structure and where readily visible from access road. 3) A finished roof; a lockable building; completed exterior siding; exterior doors and windows installed; a complete kitchen with cabinets, sink with hot & cold running water, non-absorbent kitchen floor covering, 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, hot and cold running water, non-absorbent floors, walls finished, and privacy door. 5) Steps over three (3) risers, outside or inside must be must have handrails. Balconies and decks over 30" high must be constructed to all IBC and IRC requirements including guardrails. 6) Outside grading completed so that water slopes away from the building; 7) Exceptions to the outside steps, decks, grading may be made upon the demonstration of extenuating circumstances., i.e. weather. Under such circumstances A Certificate of Occupancy may be issued conditionally. 8) A final 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. A CERTIFICATE OF OCCUPANCY (C.O.) WILL NOT BE ISSUED UNTIL ALL THE ABOVE ITEMS HAVE BEEN COMPLETED. A C.O. MAY TAKE UP TO 5 BUSINESS DAYS TO BE PROCESSED AND ISSUED. OWNER CANNOT OCCUPY OR USE DWELLING UNTIL A 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 C.O. forth/ tj 0 d agree to abide by the above conditions for occupancy, use and the issuance of a ilding identified in the Building Permit. ------------··--···- DATE VALUATION FEE DETERMINATION Appli cant Address Date -~~-'-~ttt;.>~-..a.ac.fttt1<.;=t....-"1J\....L.J~L:::::DI.<:...:::\...=-----S ubdivision :----::-""-C..:..• ...,fl_ ......... l!L..o.....;..l _______ Lot/Blo ck :__--=~=-·-=~=--$-=~--------Contractor Fin ished (Livable Area): Main Upper Lower Other Total Basement: Unfinished Square Fee t Valuation Conve rs ion of Unfini shed to Finished Total Garage: Carport: Total Crawl Space Total Decks/ Patios Total Valuation Valuation Valuation Covered Open Valuation Type of Construction: Occupancy: Va luation Total Valuation sq.ft sq .ft sq.ft sq .ft X $74.68 0 sq .ft sq.ft X $41.00 sq.ft X $33.68 2286 sq.ft X $18 .00 sq.ftX $12 .0 0 Commercial sq.ft X $9.00 sq .ft X $24.00 sq .ft X $12.00 sf X sf X sf X sf X sf X sf X 0.00 0.00 41,148.00 0.00 0.00 0.00 41,148.00 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. TWO (2) SETS OF CONSTRUCTION DRAWINGS & TWO (2} SITE PLANS MUST BE SUBMITTEDFOR ALL APPLICATIONS. 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. · 1 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, wall 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. All sheets to be identified by number and indexed. All of the above requirements must be met or your plans will be returned. All plans submitted must be incompliance with the 2003 IRC. 1. Is a site plan included that identifies the location of the proposed structure or addition and distances to the property lines from each comer 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 fmal plat shall 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 lot shown on a recorded subdivision plat shall include a copy of the building envelope as it is shown on the final plat with the proposed structure located within they:velope. Y es,_"'lL_'----_ 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 pennit on is located on a comer lot. Special setbacks do apply. ,-- Yes_""'V __ _ 3. Does the site plan include when applicable the location of the I.S.D.S. (Individual Sewage Disposal System) and the distances to the property lines, wells (on subject property and adjacent properties), streams or water courses? Yes 1./' 4. Does the site plan indicate the location and direction of the County or private road accessing the property/ Yes I v 2 5. Are you aware that prior to submittal of a building permit application you are required to show proof of a legal and adequate access to the site? This may include (but is not limited to) proof of your right to use a private easement/right of way; A County Road and Bridge permit; a Colorado Dept. of Highway Permit, including a Notice to Proceed; a permit from the federal government or any combination. You can contact the Road & Bridge Department at 625-8601. See phone book for other agenc~ Yes._-'._./'"'---- 6. Do the plans include a foundation plan indicating the size, location and spacing of all reinforcing steel in accordance with the IRC or per stamped engineered design? Yes V 7. Do the plans indicate the location and size of ventilation openings for under floor crawl spaces and the clearances required between wood and earth? 1 h. 1 h1 Yes No 1/ 1'-J'--> v '<..__../ 8. Do the plans indicate the size and location of ventilation openings for the attic, roof joist spaces and soffits? h'!; / / ( _ .. / Yes ~ Nov' ~~[VvSoL~ 9. 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 and wind loads? Yes __ -\,oL--- 10. Does the plan include a building section drawing indicating foundation, wall, floor, and roof construction? Yes'-----t,L----- 11. Does the building section drawing include size and spacing of floor joists, wall studs, ceiling joists, roof rafters ~ists or trusses? Yes_--l<.L__ ___ _ 12. Does the b~'lding ction drawing or other detail include the method of positive connection of all columns earns? · Yes . 13. Does the elevation plan indicate the height of the building or proposed addition from the undisturb~d ade to the midpoint between the ridge and eave of a gable or shed roof or the top of a flat roo . (Building height measurement usually not to exceed 25 feet) Yes_--''----- 14. Does the plan include any stove or zero clearance fireplace planned for installation including make and model and Colorado Phase ~ifications or phase II EPA certification? Yes No · 3 15. Does the plan include a masonry fireplace including a fireplace section indicating design to comply with the IRC? ~ Yes No. ___ --1£--1=--- 16. 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 I 17. Does the p~nclude a window schedule or other verification that windows provide natural light and ventilation or all habitable rooms? Yes_H---- 18. 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 specify safety glazing forbese areas? Yes AL No _____ _ 19. Is the location of all natural and liquid petroleum gas furnaces, boilers and water heaters indicated on theplan? / Yes __ _,V'---- 20. 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 covenants? Yes _ ___,o£C--- 21. 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 ~bstantial modification of the plans. Yes. __ -"!L_ __ _ 22. Will this be the only residential s~e on the parcel? ? : /'_ Yes No ~ If no-Explain: [,X.J.tcbt. j0!1v~ 23. Have two (2) coii!Pltfe sets of construction drawings been submitted with the application? . Yes_---"IL___c.._ __ 24. Do you undeLd that the minimum dimension a home can be on a lot is 20ft. wide and 20ft. long? Yes 1 4 25. Have you designed or had this plan designed while considering building and other construction code requirements'V Yes ~ 26. Do your plans com y with all zoning rules and regulations in the County related to your properties zone district? Yes __ __jit---- 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 __ -;:rL __ -t7 28. Do you understand that approval for design and/or construction changes are required prior to the application of these changes? Yes ~ 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 permit? Yes tJL 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 7:30 a.m. to 3:30 p.m. Monday through Friday. Inspections are to be called in to384-500¥ 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 vL 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_--..::r;,/ __ _ 33. Are you aware that the Permit Application must be signed by the Owner or a written authority being given for ruy1\.gent and that the party responsible for the project must comply with the IRC? Yes._--"../:...__ __ _ 5 34. 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 at time of applicable inspeL. Yes \ 35. 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 lication? Your attention in this is appreciated. Yes'-----1?---- 36. Do you know that the local fire district may require you to submit plans for their review of fire safety issues? / Yes 1_ (please check with the building department about this requirement) • 37. Do you understand that if you are planning on doing any excavating or grading to the property prior to issuan~building permit that you will be required to obtain a grading permit? Yes · 38. Are you aware that if you will be connecting to a public water and/or sewer system, that the tap fees have ~~-~~aid and the connections inspected by the service provider prior to the issuance of a Certift"' of Occupancy? Yes ____ _ I here acknowledge that I have read, understand and answered these questions to the best of my ab ity. Sign e of Owner Date Phone: tf7tJ '3-qo Wiaays); ~~#c)c~(Jvb"tk-L-~~"'-----·(evenings) Project Name: \k-~ ?w-~ --fviv l Project Address: L-12, \.S.t ~~ f J1h1lh l y 6 Notes: If any required information is missing 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. BpminreqDec2007 7 GARFIELD COUNTY BUILDING REQUIREMENTS Codes: 2003 IRC, IBC, IFGC, IMC, !PC, Setbacks: Check subdivisions and zone district for setback requirements. Snowload (measured at the roof): 40PSF up to 7000ft. elevation. Seismic design category: B SOP SF 7001 to 8000ft. 75PSF 8001 to 9000ft. lOOP SF 9001 to 1 OOOOft. Weathering probability for concrete: Severe Termite infestation probability: None to slight Wind speed: 90mph Decay probability: None to slight Wind Exposure: B or C (see section R301.2.1.4) Frost Depth: 36in. to 8000ft. elevation. 42in. 8001 and above. Winter Design Temperature: Minus 2 to 7000ft.; minus 16 over 7000ft. elevation. Air Freezing Index: 2500deg F-days to 7000ft.; over 7000ft. to be determined by Building Official. Ice shield under-layment required. Mean Annual temp.: Variable Insulation: Maximum glazing U factor: 0.50 Minimum R-Values: • Ceilings/roofs R values are: R-30 stick built structures. R-38 log construction and steel rafter construction. • Walls R values are R-19 wood frame; R-19 cavity R-3 sheathing steel studs. • Floors R-values are R-19. • Basement wall R-values are R-IO befow grade, R-19 above grade. • Slab perimeter R-value and depth is R- 10/36in. • Crawl space wall R-values are R-10 below grade and R -19 above grade If floors over crawl spaces are not insulated, the crawl space walls must be insulated. Basement wall must be insulated to frost depth. Common walls garage to house must have R -19 insulatiDn. Common ceiling/floor garage to house must have R-19. Take precautions to protect plumbing in these areas. Engineering, Inc. CIVIL/GEOTECHNICAL SOIL AND FOUNDATION INVESTIGATION FORA PROPOSED RESIDENCE NORTH PARCEL, 7W RANCH 4000 COUNTY ROAD 151 GARFIELD COUNTY, COLORADO PROJECT NO. 08029 JUNE 4, 2008 PREPARED FOR: MR. BART THOMAS MOUNTAIN CONSTRUCTION AND MANAGEMENT COMPANY P.O. BOX 1921 EDWARDS, CO 81632 P.O. Box 2 837 , Edwards, CO 8 1632, (970) 926-90 88 Tel, (970) 926 -908 9 Fax TABLE OF CONTENTS EXECUTIVE SUMMARY . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2 SCOPE OF STUDY . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2 SITE DESCRIPTION . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2 PROPOSED CONSTRUCTION . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3 FIELD INVESTIGATION ...................................................... 3 SUB SURF ACE SOIL AND GROUNDWATER CONDITION . . . . . . . . . . . . . . . . . . . . . . . . . 3 FOUNDATION RECOMMENDATIONS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4 SLAB CONSTRUCTION . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4 RETAINING WALLS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5 UNDERDRAIN SYSTEM . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5 SITE GRADING AND DRAINAGE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 6 LAWN IRRIGATION ......................................................... 7 LIMITATION . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 7 FIGURES LOCATION SKETCH .......................................... DRAWING NO. 1 SUBSURFACE EXPLORATION LOGS ........................... FIGURE NO's 1-2 SWELL\CONSOLIDATION TEST RESULTS ...................... FIGURE NO.3 PERIMETER DRAIN .......................................... FIGURE NO. 4 EXECUTIVE SUMMARY The proposed modular cabin should be supported with conventional type spread footings, designed for an allowable soil bearing pressure of 3000 psf. They should construct the footings on the undisturbed sandy clay with shale fragments. See Foundation Recommendations. SCOPE OF STUDY 2 This report presents the results of a subsurface Soil and Foundation Investigation for a proposed residence and garage to be constructed at the 4000 County Road 151, North Parcel, 7W Ranch, Garfield County, Colorado. The purpose of the subsurface soil and foundation investigation was to determine the engineering characteristics of the foundation soil and to provide recommendations for the foundation design, grading, and drainage. SITE DESCRIPTION The proposed residence will be located approximately 185 feet north and 200 feet east of the southwest property corner. The proposed garage will be located approximately 680 feet east and 180 feet north of the southwest property corner. The topography of the proposed building sites is moderate. Vegetation within the proposed building sites consisted of aspen forest with moderate underbrush. Drainage is to the north and northeast. The site is vacant. LKP Engineering, Inc. PROPOSED CONSTRUCTION We have assumed that the proposed residence will consist of two stories, wood frame construction, on a concrete foundation with a walkout basement. We anticipate loads to be light, typical of residential construction. 3 If the finalized plans differ significantly from the above understanding, they should notify us to reevaluate the recommendations of this report. FIELD INVESTIGATION The field investigation, conducted on May 27, 2008, consisted of excavating, logging and sampling two test pits. Excavation of the test pits was done with a John Deere 690LC, trackhoe. The test pits' locations are shown on Drawing No. I. We show the soil profile of the test pits on the Subsurface Exploration Logs, Figure No's I and 2. Soil samples for laboratory soil analysis and observation were taken at selected intervals. SUBSURFACE SOIL AND GROUNDWATER CONDITION The soil profiles encountered in the two test pits were fairly uniform. Test Pit No.1 had two feet of topsoil over five feet of dark brown, sandy clay with scattered shale fragments. Test Pit No.2 had two feet of topsoil, over five feet of yellowish brown, sandy clay with scattered shale fragments underlain by sandstone bedrock. Ground water was not encountered in either test pit. We sampled the soil in the test pits at random intervals. The soil samples were tested in our laboratory for swell-consolidation, natural dry density and natural moisture content. The test results are shown on Figure No. 3. LKP Engineering, Inc. FOUNDATION RECOMMENDATIONS The proposed residence and garage can be supported with conventional type spread footings, designed for a maximum allowable soil bearing pressure of 3000 psf. The footings should be placed on the undisturbed sandy clay with scattered shale fragments and/or sandstone bedrock. 4 We recommend a minimum width of 16 inches for the continuous footings and 2 feet for the isolated footing pads. Continuous foundation walls should be reinforced top and bottom to span an unsupported length of at least 10 feet. We recommend a minimum of 48 inches of backfill cover for frost protection of the footing subsoils. The foundation excavation should be observed by the undersigned engineer to verifY that the soil conditions encountered during construction are as anticipated in this report. The foundation excavation should be free from excavation spoils, frost, organics and standing water. We recommend proof-rolling of the foundation excavation. Soft spots detected during the proof-rolling, should be removed by overexcavation. Any overexcavation within the proposed foundation, should be backfilled, in 8 inches loose level lifts and compacted to I 00% of the maximum dry density and within 2 percent of the optimum moisture content as determined in a laboratory from a Standard Proctor test (ASTM D-698). A structural fill, placed under footings should be tested by the engineer or her representatives on regular basis. SLAB CONSTRUCTION The on-site clayey soils, showed low potential for expansion. With lightly loaded concrete slabs, the swelling soils might cause structural damage. In areas, such as a garage, where the possible movement of the slab can be tolerated and is acceptable by the homeowner, concrete slab on grade can be constructed. The concrete slab should be constructed over a 4-inch layer of clean gravel consisting of- LKP Engineering, Inc. 3/4 inch gravel with at least 50% retained on the No. 4 sieve and less than 3 percent passing the No. 200 sieve. The concrete slab-on-grade should be reinforced and control joints scored according to the American Concrete Institute requirements and per the recommendations of the designer to reduce damage due to shrinkage. The concrete slab should be separated from the foundation walls and columns with expansion joints to allow for independent movement. As another alternative, to reduce the risk of heaving of the slab-on-grade, a minimum of three feet of the underlaying swelling soils can be replaced with a non-swelling, structural fill. The fill should be placed in thin lifts and compacted to 95 percent of the maximum Standard Proctor (ASTM 0698) dry density and within 2 percent of the optimum moisture content as tested. RETAINING WALLS Foundation walls retaining earth and retaining structures that are laterally supported should be designed to resist an equivalent fluid density of 60 pcf for an "at-rest" condition. Laterally unrestrained structures, retaining the on-site earth, should be designed to resist an equivalent fluid density of 40 pcf for the "active" case. The above design recommendations assume drained backfill conditions and a horizontal backfill surface. Surcharge loading due to adjacent structures, weight of temporary stored construction materials and equipment, inclined backfill and hydrostatic pressure due to undrained backfill should be incorporated in the design. They should try to prevent the buildup of hydrostatic pressure behind the retaining wall. UNDERDRAIN SYSTEM To reduce the risk of surface water infiltrating the foundation subsoil, we recommend installation of a foundation perimeter drain (see Figure No. 4). The foundation perimeter drain LKP Engineering, Inc. 5 should consist of a 4-inch diameter, perforated pipe, sloped to a suitable gravity outlet, or to a sump pump location, at a 1/4 inch per foot for flexible or at a 1/8 of an inch for rigid pipe. The drain pipe should be laid over a polyethylene moisture barrier glued to the foundation wall and covered with a minimum of 6 inches of -3/4-inch free-draining granular material. Geotextile (Mirafi 140N or equivalent) should be used to cover the free-draining gravel to prevent siltation and clogging of the drain. The backfill above the drain should be granular material to within 2 feet of the ground surface to prevent a buildup of hydrostatic pressure. SITE GRADING AND DRAINAGE 6 Exterior backfill should be compacted at or near the optimum moisture content to at least 95% of the maximum standard Proctor density under pavement, sidewalk and patio areas and to at least 90% of the maximum standard Proctor density under landscaped areas. They should use mechanical methods of compaction. Do not puddle the foundation excavation. The site surrounding the building structure should slope away from the building in all directions. A minimum of 12 inches in the first 10 feet is recommended in unpaved areas, and three inches in the first 10 feet in paved areas. The top of the granular foundation backfill should be covered with a minimum of 1 foot of relatively impervious fill to reduce the potential of surface water infiltrating the foundation subsoils. Surface water naturally draining toward the proposed building site should be diverted around and away from it by means of drainage swales or other approved methods. The roof drains and downspouts should extend and discharge beyond the limits of the backfill. LKP Engineering, Inc. LAWN IRRIGATION It is not recomm ended to introduce excess water to the foundation so il s by installing sprinkl e r systems next to the building. The insta ll atio n of the sprinkler heads should insure that th e spray from th e heads will not fall within 10 feet of foundation wa ll s, porches or patio s la bs. Lawn irri gation must be controlled. LIMITATION This report has been prepared according t o locall y accepted Professional Geotechnical Engineering sta ndard s for s imil a r methods of t esting and so il conditions at thi s time . There is no other warranty either expressed or implied. The findings and recommendations of thi s report are based on field ex ploratio n , la boratory testing of sampl es o btained at the specific location s shown on the Location Sketch , Drawing No.I and on assumptions stated in the r eport. Soil conditions at othe r locations may vary, which may not become evident until the foundation excavation is completed. If soil or water conditi ons seem different fro m those described in this report we should be conlactetl immediately t o reevaluate the recommendations of this re port. Thi s repor t has been prepared fo r the exclusive u se of Mr. Bart Thomas, M ountai n Con structi o n and Manage m e nt Company, for the spec ific application to the proposed residence and garage at 4000 County Road 151, Garfield County, Colorad o. 1:\_ WP 12-LKP\08029s nd-ci.RPT.wpd LKP Engineering, Inc. ------------ I TEST PIT~ NOTE: TEST PITS LOCATED BY PACING. CnnL/GEOTECH1UCAL Engineering, Inc. P.O. Box 2837 Edwards, CO 81632 tel (970) 926-9088 fa< (970) 926-9089 LOCATION SKETCH NORTH PARCEl. 7W RANCH 5Mff1WA1El1 GARFIELD COUNTY, COLORADO ~ ( }, I !.--1 --.... I I ~ TEST PIT #1 ~ T NO.: 08029 tv 1" = 100' ORAMfNG NO.: 1 DATE OBSERVED: May 27, 2008 ELEVATION: Test Pit # 1 s s y A DEPTH M M DESCRIPnON OF MATERIAL FEET B P AND SAMPLE LOCA nON f I~ -VW Topsoil - -5 Dark brown, sandy clay with scattered shale fragments -0 -""''u;ou' @ 7 feet - - -10 - - - -15 -20 LEGEND: 0 -2-inch 0.0. California Liner Sample • -Bulk Sample DO -Natural Dry Density (pcf) MC -Natural Moisture Content (%) -200 -Percent Passing No. 200 Sieve LL -Liquid Limit PI -Plasticity Index GW -Ground water LABORATORY TEST RESULTS DO= 111.0 pcf MC= 14.0% No Ground Water Encountered LKP ENGINEERING, INC. SUBSURFACE EXPLORATION LOG REMARKS 08029 DATE OBSERVED: May 27, 2008 Test Pit # 2 ELEVATION: s s y A DEPTH M M DESCRIPnDN OF MA TE:RIAL LABORATORY REMARKS FEET 8 p AND SAMPLE LOCA nON TE:ST RESUL TS 0 ~. L -vw Topsoil - - -Ye/lowish brown, sandy clay -5 with shale frogmen ts - D -I 'f.fc: ~~~/ ,r' 1·:::::· Sandstone bedrock -•~•uvuo @ 8 feet No Ground Water -Encountered -10 - - - - -15 - - - - -20 - LEGEND: D -2-inch 0.0. California Liner Sample • -Bulk Sample DO -Natural Dry Density (pcf) MC -Natural Moisture Content (%) -200 -Percent Passing No. 200 Sieve LL -Liquid Limit PI -Plasticity Index GW -Ground water """"'"' N~' 08029 LKP ENGINEERING, INC. SUBSURFACE EXPLORATION LOG FJOORE ""' 2 3 I I 2 ·~ 1 6 !t L.j 0 ~ -1 " -~ -2 ~ -----....... r-. 1--. r-- ~ ....... ' ! -3 -4 0.1 1.0 10 100 APPLIED PR£SSUR£ -ksf Sample of: Dark brown, sandy clay from: Test Pit No. 1 @ 6 feet Natural Dry Unit Weight = 111.0 pcf Natural Moisture Content = 14.0 percent 0.4 %swell @ 2.4 ksf swell pressure 3 2 " .!;! 1 ., 6 !t L.j 0 ~ -1---.... .... -1 " -~ -2 ~ ! -3 ~ " ......._ ' -4 0.1 1.0 10 100 APPL/£0 PR£SSUR£ -ksf Sample of: Yellowish brown, sandy cloy from: Test Pit No. 2 @ 7 feet Natural Dry Unit Weight = 106.6 pcf Natural Moisture Content = 19.1 percent 0.2 % swell @ 1.3 ksf swell pressure PRO.ECT NO.: LKP Engineering, Inc. Swell/Consolidation Test Results 08029 F/CI.JRE NO.: 3 t> :A ~I>' "· .. ' .. · • . . . •..• 1> tl>· ·.• ,,:• .. - SLOPE AWA Y FROM BUILDING COVE:R BACKFILL WITH ONE FOOT OF RELA TIVE:L Y IMPERVIOUS SOIL ··~-. .. "• ;' i :· ~!f_;-py::~_;<::>:· .. ;;:, .. -~- 't> . ·• r---.-.-. ~-. ..... . 1> . • ' ---FILTER FABRIC {MIRAFI 140N OR EQUIVALENT} . : ~ .· .t> .. ... t> _;. :I> .. . · . . . FOOTING. ' .·.· .. · .. ··.6 .<;~'0--(;:). ~/' · ·· · · · · · ·d'?ir ·. -:·¢.~. : ·. · v . ''-.· .. ·' . ' "" ~~~~...;,-,.o~~~I0£:·2l·. :. : "'? //' -''~/ /'" PLASTIC LINER, GLUED TO THE FOUND A llON WALL, CnnL/GEOTECHNICAL Engineering, Inc. P.O. Box 2837 Edwards, CO 81632 tol (970) 926-9088 fax {970) 926-9089 COARSE GRA VE:L. 3/4 INCH DIAM. WITH LESS THAN 5% FINES 4-INCH DIAMETER PERFORATED PIPE SLOPED TO A SUITABLE OUTLET AT 1/4" PER FOOT FOR FLEXIBLE AND AT 1/8" PER FOOT FOR RIGID PIPE PERIMETER DRAIN NORTH PARCEL 7W RANCH Sllff1WA TER GARFIELD COUNTY, COLORADO PRO.ECT NO.' 08029 N. T.S. FIGURE NO.: COUNTY OF GARFIELD -BUILDING DEPARTMENT CORRECTION NOTICE 108 8th St., Suite 401 Glenwood Springs, Colorado Phone (970) 945-8212 Job located at ---=3-~'-'--l"__,.,t:?'-----'t!~/.2.~1_.~_._! _______ _ Permit No. -------------------------------------- I have this day inspected this structure and these premises and found the following corrections needed: ~Call for Re-lnspection D $50.00 Re-lnspection Fee must be paid prior to Re-lnspection You are hereby notified that the above correction must be inspected before covering. When correction(s) have been made, call for inspection at 970-384-5003. Date /.::l-3/-0 g= 20 ----=.,----- Building Inspector ~~'-7;,._ .. -- Phone (970) 945-8212 11078 No. __________________ __ Assessor's Parcel No. 1863-214-00-117 Date 8/25/2008 BUILDING PERMIT CARD Job Address ____ _:3:....:4...:.1 O::....:C:.:..R::...1.:..:5:....:1~G::Jy!..!p:.:s:.::u::..:m.:.._ ______________________________________________ __ Owner __________ B_u_rn_t_P_a.::..r.:..:k....::T....::ra.::..i....:.I,_L_L_C ________ Address ___ P_O_B __ 77_1_7 __ A_v_o_n ______ Phone # 970-7 48-6400 Contractor Mountain Const. Address POB 1921 Edwards Phone # 970-390-4734 Setbacks: Front _____ Rear __________ RH _____ LH __________ Zoning ____ _ storage barn Soils Test =--------=---,----------- Footing fl;u:-o1t~ Foundation iif-zg-tOg fo?VV. Grout ____________ ~.-~----~--- Underground Plumbing Cf..&J-o8~ Rough Plumbing~~ Framin_g ,I/...Z7-o__//~~ I nsu lat1on ~-AL-11_:_~-~=--<----""-'='~------------­ Rooti ng ----o----------------------- Drywall /2-;;t-af$~ Gas Piping j!-fJ ·-o!J~ INSPECTIONS Weatherproofing ______________________ _ Mechanical """"S' Electrical Rough (State) -----'"'-;--r"'----------- Eiectri cal Final (State ) ______ ..l.£.. ______ ___,,.c.---- ~inal/ ..... ;>-of /Checklist Compl~ted?~--­ Ce rt i fi cate Occupancy # ....,( d.::-Or-1 G"'"'-~1---:=::-----:::--:c::----- Date L "S _>::0 tbQ.d f 0 cl ° C '1 NOTES Septic System # ----------------------- Date ------------------------- Final ________________________ _ Other ______________________________ __ _.,~MlE DNL'f 'fENPIN~ 5\AP-DWE:LLIN9 NOT ALLOWED (continue on back) BUILDING PERMIT GARFIELD COUNTY, COLORADO INSPECTION WILL NOT BE MADE UNLESS THIS CARD IS POSTED ON THE JOB Date Issued _ ____,8=---~~-S=_·CB~...J-----Permit No. ______,\'-'\_0-----'-7_£)-=------=------ ' \ no-..1 ~ .. AGREEMENT In consideration of the issuance of the permit, the applicant hereby agrees to comply with all laws and regulations related to the zoning, location; construction and erection of the proposed structured 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 department and IMMEDIATELY BECOME NULL AND VOID. use SitrCUbe k>am Address or Legal Description --..:..?fl,_._l._O=---'az..""-'='---t\D~_.I ____ __,{?;t ..... ..,y"H~...._-,.._,'-'-------- Owner?Mrnf= POXICfr-t\i I Contractor ~.lfttlAin f.l:nt. Building Permit Type ~\ dmti 41 This Card Must Be Posted So It Is Plainly Visible From The Street Until Final Inspection INSPECTION RECORD Footing . -· [ Driveway - lf'c Foundation I Grouting <'5-Z$-6 >: r;::?a? Insulation //-21/· cJg' ~ Underground Plumbing '1-'f-otr--Drywall /;).·,J-oC. ..? Rough Plumbing Electric Final (by State Inspector) /1-0:os-~ (Prior to Final) /'-.b.-·~7 ~ Rough Mechanical Septic Final 1/-/?-oo~ ;t:;dj;;_ / ;:::._ Gas Piping FINAL 6' v ;;.,.,s---os~ /-?~09 ~');?~ Electric Rough (by State Inspector) (You Must Call For Final inspection) /2-7-o,? #- ' --(Prior to Framing) ~ ~ . Notes Framing /f-1?-0B?Ja ~ ~ ~ ~~:;~fw~d~~~~~nplace) THIS PERMIT IS NOT TRANSFERABLE For Inspection Call970-384-5003 Office 970-945-8212 108 8th Street, Suite 401 tilenwood Springs, Colorado 81601 DO NOT DESTROY THIS CARD ~::eROVED:f:>-"26-CB ~ w I~~~ ---'-"'-~"'--.=:r;....c_ __ P_RO_T_E_C_T_P:~~OM =~ (DO NOT LAMINATE) Parcel Detail Page I of3 Garfield County Assessor/Treasurer Parcel Detail Information Assessor/Treasurer Property Search I As1l~SsQLS_l!_b~etQuery I Assessm S!tleL~e_<rrc_h Clerk_<,ILR~conler.Rec_~ptiQ_ll_S_ewch Basic Building Characteristics I Tax InformatiQn pa_rcel_l)~tiiil I Y~luU)_i!tail I Sales Detail I Residential/Conunercial Imp.IQYement_l).l;.t!til Land Detail I Photogml;1hs I Mill LeY)'_Rey~_m!es LMaiJ I Tax Area II Account Number II Parcel Number II 2007 Mill Levy I I 093 II R045114 II 186321400117 II 45.727 I Owner Name and Mailing Address !BURNT PARK TRAIL, LLC IPOBOX7717 lAVON, CO 81620 Assessor's Parcel Description (Not to be used as a legal description) lsECT,TWN,RNG:21-3-87 DESC: A PARCEL loF LAND SITUATED IN THE IN112Sl/2SE!/4 SEC. 21 & SOME IN ISE1/4NW!/4SW!/4 SEC. 22 PRE:R009117 IPRE:R041821 PRE:R009116 IRECPT:745515 BK:876 PG:711 BK:1635 IPG:199 BK:1376 PG:322 BK:0993 IPG:0344 BK:0993 PG:0342 BK:0943 IPG:0174 BK:0893 PG:0430 BK:0876 IPG:0725 BK:0673 PG:0309 BK:0673 IPG:0305 BK:0665 PG:0857 BK:0588 IPG:0820 BK:0332 PG:0468 BK:0332 IPG:0467 RECPT:746104 RECPT:745892 IRECPT:745891 RECPT:745889 IRECPT:745514 BK:1689 PG:125 http://www.garcoact.com/assessor/parcel.asp?Parce!Number=186321400117 I I I I I I I I 1/9/2009 Parcel Detail Page 2 of3 IRECPT:674591 BK:1622 PG:451 IRECPT:659748 BK:1407 PG:155 IRECPT:614708 BK:1407 PG:153 IRECPT:614707 BK:1407 PG:149 IRECPT:614706 BK:0996 PG:0094 Location Physical Address: 113410 151 COUNTY RD GYPSUM! Subdivision: I Land Acres: 1135.234 I Land Sq Ft: lio Section II Townshil! II Range I 21 II 3 II 87 I 2008 Property Tax Valuation Information II Actual Value II Assessed Value I I Land: 420,oooll 33,4301 I Improvements: 16s,6ooll 13,1801 I Total: 585,6ooll 46,6101 Additional Value Detail Most Recent Sale Sale Date: 113/28/2008 Sale Price: 111,300,000 Basic Building Characteristics Number ofResidentia1 lo I Buildings: Number of Comm!lnd lo I Buildings: No Building Records Found Tax Information http://www.garcoact.com/assessor/parcel.asp?ParcelNumber=186321400117 1/9/2009 Parcel Detail No Tax Records Found Top of Page;! Assessor Database Search Op1jgp_s I Treasurer Database Search Option~ Clerk & Recorder OaJ!lbase Search~Qptions Page 3 of3 The Garfield County Assessor and Treasurer's Offices make every effort to collect and maintain accurate data. However, Good Turns Software and the Garfield County Assessor and Treasurer's Offices are unable to warrant any of the information herein contained. Copyright © 2005 -2008 Good Turns Software. All Rights Reserved. Database & Web Design by Good Turns Software. http://www.garcoact.com/assessor/parcel.asp?Parce1Number=l86321400117 1/9/2009 TAB Associates, Inc. The Architectural Balance P .O . Box 7431 Avon, CO 816 2 0-7431 (970) 7 48-14 70 (970) 7 48-14 7 1 fax www .tabassoc i a t es .c om tab@vai l ne t RECEIVED AUG 2 0 20 08 GARF IELD COUNTY BUILDING & PLANNING Fax Transmittal Project: Levine Sweetwater Ranch Bunk/Barn Project No: 08 12 Date: August 20, 2008 RE : Revised Datum Reference FROM: David Kenney , Project Manager TO: VIA: Fax (970) 38 4-3470 Andy Schwaller, Garfield County We a re sending via fa x: _6=---_pages Hard copies to foll ow via_ U S Mai l _ Fed Ex _ None ___ Memo ___ Letter X Drawi ngs ___ Sp eci fi ca tion s Other ____________________________________ __ Description: Please find enclosed th e revised Datum Refe rence as well as the revised eleva ti ons and buildi ng he ight calc ulation -'X-'---for review & co mment ___ as reques ted ____ for yo ur use & in forma tio n Other _______________________________________________ __ Remarks: file· 5 :108 12 Levine Sweetwater Randl\FaxTrans\FaxT rmtl Andy Sdlwalle< Garfoeld County doc 9/1/97 9/l 'd 988Q 'ON ':lNI S31VI:lOS SV SVl l LVI 8H OL6 trc9aled. All <S>-:tsrlor &111 plat&~> to be ; gape f:lreater then 1!4" to be &himmed w/ metal t.uda to b~ e !~~:>'' o.c. mt.lx~ ur.leM nc:oted " '• 4 e ~ to be stued 4 n.a11etd with rrngehank ole.te. Ali jolete 4 ~df'ter et'ld& re t.c bs fully l!:jWOod w.a\1 e~athlng to be 112". N.aTI wl lt2>d ~vld<!i blocKing 6 all edgee. be~WS<!:otl 6ll..ld&. mfr. thickneee for full width of unci elsct.r1c<J.I .and !1'\'lerlor plumbrng, provide ldth c ht. of stud space on cold etcle or ~e or plurnbrng. vapor barrr~~ &&.'liMt to bo •.o position bot~rds, not to eecure them. -:>les .!Ire to be troweled or St='<<S~<Sd end "'· :::>uld be v!Mole upon completion. lie over I coat latex primer. s eandlng/eef.llel', 2 coate FoiSiurethar,e flnteh. epertdcSntl$j M re-=1U!rsd to ~revent ph;mbrng f'rx~ure le operllted •utlele. el".ould not be loC<lted ~re thel:l wlil ... :e .dre to Oe In cl!et lrort , tr!Mitlon to FVC C:!I::Nt: fo=:::AL NU II:: o FLUMSING NOTE& CeonU !-lot Wdter e.l-oulc! boS on an lne.ulat<Scl hot wtltd:r rsclrcwlalron llns .:lMd !='ump. Piumbrns rrx~uree and ffltl~e to bs choeer~ b!:J lntetfor D~lgner Of D~veloper. E.v~ rr not. ~ec!fJed, all acc~Mor~ m.trngi!l 01'1 8 plumbrn:a nxtur.s .!1~& to b<9" ths 5ame flnleh ae the mo~rn nt.trr~s or edjl,leet'!t. f'lttrns !tee! f. LE,, tol!st trip \evet'e, eup~ISJ va lvee, lrnee a!'ld e&cutc:hson& are to m<.'ltch aclJdcent. sin~ raucete. ELECTRICAL NOTE&, ewrtd':ee ·all to be mounted V<!llrtrc.aii!:J o 4B-" c;. aff, ~Ieee. ot.hert.~~ree de:clded b!j Ard;ltect Ol) roush·111. Rel:c~ptac.l~ • all ta be mounted .;a 10" ¢. .aff, unle~&e othsrwres notsd or otMrwree: dscldsd b!:! Ar<.""...hlt.ecl & rough-ln. frar11er to j:>rovrde blocf;.rng arter electrical la!,lout ~ electrrclt~.n. Above counter r.s~"'Ptaclee to l::le mol.ll'ltecl horl:::ontall~. C:xtGrlor receptllcler, • ~~~ are to bs In waterproof boxee w/ covers • t.o be 01'\ :;;.f,1. ciro.rlte, Ga•wsr-all~, eleclrlcal devrce& and cove< plate& \l"l!<l<llled In wood or &torts are to be dar~ broL!lf1, but Elootrrc.lan 16 re<~pc::>n6ible for rev1ewln9 eurf_,c.e colore i.!lll.h Architect, fntsrlor D~-41gner and OUJner/Developer tor review or deel~ed color~ prior to-<~l.lbi>tltiJtk:m or lnQtBII<!itla,. Outl~ter <111d ewltci"'.e& to be "Dec.oro~~:" !r'l t~pe. Trl'm rlnge end btlitlse for reCet~IHld l!f3ht f!xtu'oo mount<9d in wood ct!~-lllne~; ar(' lobe b\,3ckv irlm r1n1:3e and baffl&& for r~~O:.I'l!d 11'£\ht nx•.u~ rnounted In c.~T!Inge that <He painted otl-:s~ th!ln tLtilte or beige are to bs painted to matCh t~ eurrClW<'IC::Iing ce:tl!n9, Tr!m r!nae ,'lnd I:Mffle.& for rece.oe.sd light rrxtwre!l n1cw,ted In cellk'lf:j& •.hat are painted whfte OJ' bergs are to bd!! iJJ!"'IW. S>eejuer~ee w v~~~f~J eeejiJertC.d!! or l!ght .ewltchee-w/ Architect or Ddlveloper. Coord!Mtfon • slectrlcal corrtractor to c..oordrnate hi{'< work w/ th9 Archaect or Develop~; tlil roush Jnetall.!!.tlorl Of IJghte, i5Celj:'ti'IOIS6 t &UJ!t~o!r rot• SXt!Cl lc:'<::8tlan&. eeth ext<!'!"! or .a lnter1cw boxes ghal! b~ lnet..!illed, t.rsn lrtt>pectOO b~ Arc.h.Tlec.t or Devetlop<1lr. v.apor bsrr\sr psnetratlortf> -<Ill to b~ c:::..ar'3f\lllif ~xec\lt.ed '~.,urke.d. F.!ln& (prs&$1t 4 f'utu.re5:J • .'.Ill to /"i.!l:V•!':I 4'' telntorc.~ r<~n ",)" box~. C.!iblnets • <!!lec:lrlc:<!l cor~tr<lctar to 1-loc.tk. Uf? .:!II <$!1ectrlcal \oc~t.ed !!1 C6bln:!'l.a llf> fndlcdt't"..d Clfl th~ c:lrllUJingll<. Tel:!!Yl&lon lln~e:nn<~ outlet;:. -llll t..:' be hom<' rl.<1'1e. (15 ohn cot~x cable) to televiGlon dntiS/"~11!1 "m~Tt1" outlet 1oeated i-'~· Developer, .Spsal<.er outlet& -a II to be h::>me iurl& (!4 EJ.!I. Twlet$0' cot=?er tWe:l conductor wire for e<'IC.h ~rlr'l$!) t.o ~p611'lksr "m.!ltn" mrtlet lo~ted per Dsvlf!lo~,-, ELECTRICAL NOTE& Cc< Frovrd.s cerlrne/wal( mounted ep d<:tt~tenat.ed b8 th9. Dl9Yelopsr o Met.er box -meter box 4 dl!>cor M,gt..sr. I=' a~! 4 dl~com\'llet -llnif r("'..<),Ulri"Jd b\:f codo!;.l 115 Uie i:(octrlc lnet.allat.Ton co~t.. Wire 4 breaker .!l;::e -slsctrrca1 r;(~e. ro~ d'CJUTF'1fl~ ~ llght.tng l::l< per curroot. cadee and regulatrc All gutterG, downepoute. and fell{, MECI-lAN!CAL NOTE&, Mechanlcdl &~6-tem. to be de~Jign. to i'.;>e e~ltt-eld to Deve.lop~r l ehot? drllwlnen s!-ould be provl' revre:w ror lcocatlon or all 50fflt, ih~rmo!}ttlt~ ore to be cilg!Wil wl Ths mllll, Lrvrne level Md th~ Mr. ~ttns, 6te:em h.lrnldlflcst!OI'l a.,c Duct lll::IOUi to b~ coorOinlli.ed n\lnrmum e.orrrh. DATUM REFERENCE FOR TI·-HE; PROJECT 15 TI-lE MAINTAINANCE BAY FINI&I-l FLOOR LEVEL > TOP OF MAINANCE BAY = EL 100'-0" ON ALL OTI-lER DRAWING!& EQUAL& 883b.0' ON &ITE PLAN. ~ r; ,, 2 ~ ~ ' <, ~.: ~ 2i w " w ~ = = = = --1 ,. = = <""> = = = = = = z () ~ :t: m r m < J>. --t 2 9/£ · d 988 0 · oN : : ' : ' ' ' ' ' ' : : ' ' ' ' I ' ' ' ' ' ' ' ' ' ' j : t :E> c--~ f~ I" ' ( i i ~~ ~~ '--'r~ h\,j'~ ' lie;; 'I\. bo= I.IJl~ I 1\;.:• • ' 1\ ' ' ' ' ,,[\\'' ' ' ® II ll ' •... r:c '' ~ • ~n ~~·~~ i"[J ~~~~h ~~&e~e -..Or-1§{11 ~111() -< ':JNI S31VI:JOSSV 8V1 ILtl 8tL OL6 mt:OI 800Z ·oz·~nv ~ .. (j) () c -1 :r: m r m ~ -1 I ~ 9/t d 9880'0N \ ~ ~ ~ ~ • ~ '-'-'\--' ~ ..., 1 r~ ~------' ., : I ' ' l @7 .. ' I ' ' I ' ' : I ' ' : ' : ' r-------l J fC#' J-c.;;/1 7 "' i ' I ~ • Lll ', I~ =~ ~ I ·:JNI mmossv m ILvl sH OL6 mv:ot sooz ·opnv ffi (I) -1 m r m ~ -1 ~ 9/9 'd 9880'0N ':JNI SllV!:JOSSV 8Vl ILtl SH OL6 ~vvt:OI 8001 ·oz·1ny m 1> (j) -I m r m ~ -I ~ 9/9 'd 9880'DN i ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' : ' ' ' ' ' ' ' ' ' : : ' ' r--. I I C L" ' ' ' ' ' ' ' ' ' I : 1 ' ' : ' : ' ' ' ' ' ' ' ' ' ' ' ' ' rc \\ .n ~~\ ~r VI .~ lUI ~ ' ' ' )-l\I'R 11 1111 II ~----- ' "'-'~ ' ' ' ' ' ' ' ·:JNI mmossv sv1 WISH OL6 mv:o1 sm ·opnv