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Application - Permit
Garfield County Building & Sanitation Department 108 8"' Street, Suite #401 Glenwood Springs, Co. 81601 Office-945-8212 Inspection Line-384-5003 I NO. 10303 JobAddress /05 ~ ~ c/~3<f~~#ftfiA-fk.At ,(1 ~ G.:35 Nature of Work Building Pennit ~~ () l.fo ~-I '7 J.. -/1-0 3X UocofBoHdiog~~~ rc4 ~ ckk_ o[cJJaL Owner of~~ ~Q_ ~ Contractor ~ Amount of Permit$ d..C:JJ9 • 22 ' GARFIELD COUNTY BUILDING PERMIT APPLI CAT I ON 108 8'" Str eet , S u ite 4 01, Glenwood Sprin gs, CO 8 1601 Ph on e: 970-945-8212 I Fax: 970-384-3470 I I nspection Line: 970-384-5003 Pem1it No:-+-{ b~3«-0-=--._3...__ Parcel/Schedule No : "l~C 'l l J "Z-j I 0 5£$ Po_ r"-ck "vf-e Co 1 . \" j.t.J5 F 1 12 i 1 f J.t.u. ~ Pol N "l Subd. I Exemption : ~ 2 3 4 5 (i 7 0 9 Garage: 0 Carport: 0 Single 0 !J Double 1 0 ~-----o------~~--~~~----------~~~==~o~n--~S~it~e~S~e-w_a_g_e--~~-~~-S-i-re--PI_a_n----------~~~~~~----~ 11 Valuation of Work : NOTICE A SEPARATE E ECTRICAL PERM IT I S REQUIRED AND MUST BE IS SUED BY T HE sf ATE Or COLORADO. TH I S PERMIT BECOMES NULL AND VOID I F WORK OR CONSTRUCTION AUTHORJZED I S NOT COMMENCED WITH LN 180 DAYS. OR. IF CONSTRUCTION OR WORK I S SUSPEN D ED OR ABANDONED FOR A PERJOD OF 180 DAYS AT AI\'Y T IME AFTER WORK I S COMMENCED . I H EREBY CERTIFY THAT I HAVE READ AND EXAMINED THI S APPLICATION AN D KNOW THE SAME TO BE TRU E AND CORRECT. ALL PROVISIONS Or LAWS GOVERN I NG T HIS TYPE OF WORK WILL BE COMPLETED WITHI N WHETH ER SPECIFIE D HEREIN OR NOT. THE GRANTING Or A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS O F ANY OTHER STATE OR LOCAL LAW REGULATING NSTRUCTION OR T HE PERFORMANCE OF CONSTRUC1'10 Disposal Adjusted Valuations: s c}ot/ ~S / D ated Permit I ssu ed: Con st. Type: Zon in g: Setba cks: Man u . Home: I SDS ~F~ AGREEMEI\'T PERMISSI ON IS H EREBY GRANTED TO TH E APPLICANT AS OWNER. COI\'TRACTOR AND/OR T HE AGENT Or THE CONTRACTOR OR OWNER TO CONSTRUCT THE STRUCTURE AS DETAILED ON PLANS AND SPECifiCATI ONS SUBMITIED TO AND REVIEWED BY THE BU I LDI NG DEPARTMENT. IN CONSIDERATION OF THE JSSSUANCE 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 30.28.2 0 1 CRS AS AMENDED. THE SIGNER FURTI-IER AGREES THAT If THE ABOVE SAI D ORDI NANCES ARE NOT FULLY COMPI LED WITH IN T HE LCOATION. ERECTION. CONSTRUCTION . AND USE Or THE ABOVE DESCRJBED STRUCTURE. THE PERMIT MAY BE REVOKED BY NOTICE FROM THE COUNTY AND 'THAT THEN AND THERE I T SHALL BECOME NUL L AND VOID. THE ISSUANC E Or A PERMT BASED UPON PLANS. SPECIFI CATI ONS AND OTHER DATA SHALL NOT PREVEI\"l'THE BUI LDI NG O FFICIAL fROM THEREAFTER REQUIRING THE CORRECTION OF ERRORS IN SAID PLANS, SPECI FICATIONS AND OTHER DATA OR fROM PREVENT ING BUILDING OPERATION BEING CARRJED ON THEREUNDER WH EN IN VIOLATION OF T HS CODE OR Al\'Y OTHER ORDINANCE OR REGULATION Or THI S JURISDICTION . THE REVIEW OF SUBMITIED PLANS AND SPEC IFICATIONS AND I NSPECTIONS CONDUCTED T HEREAFTER DOES NOT CONSTITUTE AN ACCEPTANCE OF ANY RESPONSIBI LITIES OR LlABLITIES BY GARFIEL D COUNTY FOR ERRORS. OMISSI ONS OR DISCREPENCI ES. THE RESPONSJ B ILITY FOR THESE ITEMS AND I MPLEMEJ\'TATION DURJ NG CONSTRUCTION RESTS SPEC IFJCIALLY WITH THE ARTICTECT~D SI GNER. BUI LDER. AND OWNER COMMENTS ARE l l\'TENDED TO BE CONSERVATIVE AND IN SUPPORT Or THE OWNERS LNTEREST. ;,;REr\9~0~iq ;;T.I(VE READ J:1tERl/O/~TH 4/:2~?~ g9VE IIN~~i~ 1 • ~5/o 'l fcfo<?{<>oJ-.if /S6b.cro tjlb /•7 The following items are required by Garfield County for a final inspection: 1. A final Electrical Inspection from the Colorado State E lectrical Inspector; 2. Permanent address assigned by Garfield County Building Departme nt p osted where readily visible from access road; 3. A finished roof, a lockabl e hou se, complete exterior s iding, exterior doors and window s installed, a complete kitchen with cabinets, a sink with hot & cold runnin g water, non-ab sorbent kitchen floor coverings, counter tops and finished walls, ready for stove and refrigerator, all necessary plumbing; 4. All bathrooms mu s t be complete, with washbowl , tub or shower, toilet stool , hot and cold running water, non-absorbent floors and walls fini shed and a privacy door; 5. All steps outside or in side over three (3) steps must have handrails, guard rail s on balconi es 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 upo n 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 final in spection sign off by th e Garfield County Road & Bridge D e partment for driveway installation, where applicable; as well as any final s ig n off by the Fire District, and/or State Agencies where applicab le. 9. If you will be connecting to a public water and/or sewer system, proof of the tap fees ha ve been paid and the connec tions inspected by th e service provider prior to issuan ce 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 condition s for occupanc~ use and the issuanc e of a Certificate of Occupancy for th e dwelling under building permit# IO?J:i3 ( .::--) I ~. ---01 /;tN Zeo "] .. Signature Bpapplicationoctober2006 Date VALUATION/FEE DETERMINATION I Applicant L E Sl2tlffllt¥r: Address UPS-Tlt-MA) m Date ;-~·oZ Finished (Livable Areal: Subdivision r*->f t2~~ .J1.:J Lot/Block 3$ Contractor cf)c.hUB7t Upper .333 2493,%7Lf~t~ /ffh;/7?2.11=-Main ;3s-tf I I Lower ?6fR Other Basement: Total Square Feet Valuation Unfinished Conversion ofUnfmished to Finished Plan Check Fee for Conversion Valuation GaraQe: 5 33 Xt'ir'"' ~~Cf,5Cf<(00 Valuation 1 Crawl Space: Valuation Decks/1-' atios: tf Covered 37 0 A' zl{o~ Jf ~ 8'25 0 c?O Valuation Open Valuation Total Valuation J;2 0~ 6 SJ '?:JI:- 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. I Pla ns mu s t include a floor p l a n, a concre te footing and fo undatio n pl a n , elevati ons all sides wi th decks, b alcony, steps , hand r ail s and g u ar d rail s, window s and do ors , including the fini s h grade line a nd original gr ade. A sectio n s howing in det a il , fro m the bo tto m of the footing to th e top of the roof , including re -bar, anchor bolts, pressure tre ate d plates, fl o01·jois ts , wall studs and s pacin g, insulati o n , sheetin g, house-ra p, (whi ch i s r equire d), s iding or any a pprove d building m a teri a l. Engineer e d foundation s m ay be required. A windo w sche dule. A door schedul e . A floor framing plan, a roof fr a ming p lan , r oof mu s t be desi gned to withs tand a 40 p o und per squ ar e fo ot up to 7 ,000 fee t in e levation, a 9 0 M .P .H. wind s peed , w ind exposure B or C, and a 3 6 inch fros t depth . All s heets to be id entified by number and indexed. All of the above re quirements must be met o r yo ur plans will b e returned. All pla n s s ubmitte d mus t be incomplia nce w ith the 2003 IRC. 1. Is a s ite pl an include d that identifi es the locatio n of the proposed s tructure or additi o n and di st ances to the property lines f rom each corne r of the pro p osed struc ture(s) pre pare d b y a li censed s urve yor and h as the s urveyors s ig n ature and profe s si onal s ta mp on the drawing? Proper ties with s lopes of 30 % or greater mus t be s how n on the s ite plan. (NOTE Section: 106.2) Any site plan for the pl acem e nt of a n y po rtion o f a s tru c ture within 5 0 ft. of a prope rty line and n ot within a previo us ly s urveyed building en vel o pe o n a s ubdi v isio n fina l pl a t s h a ll be p repared by a licensed s urveyor and h ave the s urveyor's s ign a ture and professio na l st amp on the dra wing. Any s tr ucture t o b e built within a buildin g e nvel o pe of a l o t s h own on a r ecord ed s ubdivis io n pl at sh a ll include a copy of th e b uilding e n velo p e a s it is s hown o n the fin a l plat w ith the prop osed stru c ture locate d within the e nv e lope . Yes V 2. D oes t he site pla n al so include a ny o ther bui ldings on the p roperty, setback easem ent s a nd utility ease me nts? Please refer to Sec ti on 5.0 5 .03 in t he Gar fie ld County Zonin g Resolution if the pro pe rty you a re a ppl ying for a building p e rmit o n i s loc a ted on a corner lot. S pecia l setba~d o apply. Yes 3. D oes the site pl an include w hen a ppli cable the locati o n o f the I.S .D .S . (Indi vidu al Sewage D is posal Syste m) and the distances t o the p roperty lines, well s (on subject prope 1ty a nd adjac~1t{roperti es ), s trea ms or wa ter co urses? · Yes 4 . Does the site pl an in d icate the locat io n and directi on o f the County o r p r ivate road acces s ing 2 the property? Yes N jA 5. 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 625-8601. Yes V 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? Yes _____ _ 8. Do the plans indicate the size and location of ventilation openings for the attic , roof joist spaces and soffits? Yes v/ 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 ~ind loads? Yes V 10. Does the plan include a building section drawing indicating foundation, wall, floor, and roof constructiory Yes __ ..:...V ___ _ 11. Does the building section drawing include size and spacing of floor joists, wall studs, ceiling joists, roof raft9"s or joists or trusses? Yes ~ . 12. Does the building section drawing or other detail include the method of positive connection of all colu~s and beams? Yes __ _,V ____ _ 13. 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 meas urement usually not to exceed 25 feet) Yes V 3 14. 15. 16. 17. 18. 19. 20. 2 1. 22 . 23. Does the plan include any s tove or zero clearance fireplace planned for installation including make and model and Colorado Phase IT certifications or phase IT EPA ce1tification ? Yes N o_---'V' ____ _ Does the plan include a masonry firepl ace including a fireplace section indicating design to comply with the IRC? Yes 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? Y es ~ No _____ _ Does the plan include a window schedule or other verification that windows provide natural light and ventilation for all habitable rooms? Yes V N o ------- Do the plans indicate the locatio n of glazing s ubj ect to human impact such as glass d oors, glazing immediately adjacent to such d oors; g laz ing adjacent to any s urface normally used as a walking surface ; sliding g lass doors; fi xed glass panels; shower doors and tub enclosures and specify saf>tY glazing for these areas? Yes V No ______ _ I s the lo cation of all n atura l and liquid petroleum gas furnaces, boilers and water heate r s indicated 9n the plan? Yes ~ No ______ _ D o you understand that if you are building on a parcel of land created by the exempti o n process or th e s ubdivis io n process, are building plans in compliance with all plat notes and/or covenants?/ Yes v' No ______ _ D o you unders tand that if you belong to a Homeowners Association (HOA), it is your responsibility to obtain written permiss ion 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 t o e nfo rce the covenants, which can r esult in revocation of permit i ssued . Additionally, your Pla n Review fe e i s not refundable if the pl ans h ave been reviewed by the Building Department prio r to any acti on by the HOA that req uires e ither revocati o n or s ub stanti al modification of the plans. Yes V No ______ _ Will thi s b (jlf he only residential structure on the parce l? Yes \/ No If n o-Explain: ______ _ Have two (2) complete sets of construc ti o n drawi n gs been submitted with the application? 4 24. 25. 26. 27. 28. 29. 30. 31. 32. .V" Yes ____ _ Do you understand that the minimum dimension a home can be on a lot is 20ft. wide and 20ft. long? , / Yes __ _.:v __ _ No _____ _ Have you designed or had this plan designed while considering building and other constructi~code requirements? Yes V No _____ _ Do your plans comply with all zoning rules and regulations in the County related to your properties zone g_is trict? Yes ~ No ______ _ 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 ____ _ Do you understand that approval for design and/or construction changes are required prior to the application of these changes? Yes \/"' No ____ _ 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 v' No ------ 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 ~a~!ed in ;.:84-5003. No ------- Are you aware that requesting inspections on work that is not ready or not accessible will result in ,$50.00 re-inspection fee? Yes vr No _____ _ Are you aware that you are required to call for all inspection s required under the IRC including approval on a final inspection prior to receiving a Certificate of Occupancy and occupancy ~he building? Yes 'Sf_ No ______ _ 5 33. 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 IRC? Yes ~ No ------- 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 inspection. Yes V No ______ _ 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 application? Your attention in this is appreciated. Yes ~ No _______________ _ 36. Do you know that the local fire district may require you to submit plans for their review of fire safety issues? Yes V No (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 issuance of a building permit that you will be required to obtain a grading . ? perm1t., / Yes __ .:..__v __ 38. 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 issuance of a Certificate of Occupancy? Yes V I hereby acknowledge that I have read, understand and answered these questions to the t of my ability. wner (days); Project Name: /0 s-'TfrL<)!J '77L1td/-- Project Address: /tJ( .f/tLo tJ .fral"/ Date oi,...J.r_..:.".=_,o )~Sf}4"---'-_~ ~_q_z._cz....____ __ ( evenings) 6 Notes: If you have answered "No" on any of the questions, you may be required to provide this 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 L ~57JtA1t)t;;r Date._/,__ .. _S'_e>_tJ_7:__ ___ _ Building ~ngineered Foundation ~ Driveway Permit .....---surveyed Site Plan Zl\ Septic Permit and Setbacks ...---6rade/Topography 30% ~ch Residential Plan Review List _..-Miiilmum Application Questionnaire _---suDdivision Plat Notes ..---Fife Department Review __ "ValUation Determination/Fees __JedLine Plans/Stamps/Sticker ~h Conditions _ ~lication Signed _'-f>lailReviewer To Sign Application -~Schedule No. 4011 Snuwload Letter-Manf. Hms. -v-=-~ .. l L.:; ~o.vf GENERAL NOTES: Planning/Zoniu __ Property Li e Setbacks __ Subdivision Plat Notes EAGLES POINT ARCHITECTURAL COMMITTEE APPLICATION & CHECKLIST (for New Home Construction projects) Homeowner: t.eS777i(-tl.'~'l f?m;P:terrFJ" £A...c HomeMailingAddress: /44/ &:t.pt <>#-4/. GJws , Ca. t!}!(;o{ Home Phone: (17t) "l.fi</-Z1Z1 WorkPhone(ifdesired):/17") !?? -t(5""8S ProjectAddress: /or 77'f"t41J f7Z. Lot: ~ Block: __ Subdivision: fc.F €~ f?o1ivr Production Horne Plan Name (if applicabl Homebuilder: LE.~,f~JI!£ '"PfZ<>flvtrf&S Business Mailing Address:-"''-="'----------,---------------- Business Phone: '371-t/IT3J. Fax (if desired):-------------- Submittal Date: \'1. !)it 'l•"t; Estimated Start Date: 13-a o I , o 7 Estimated Completion Date: JMtJ 1(, 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.) V !. Site Plan Drawing (1" = 1 0' or 1" = 20' scale) with the following infonnation shown: ,.,..-Lot & Block v Street Address of Project. v Building Setback Lines (also fill-in the shortest distance between property line to tl exterior wall closest to that property line). Please be aware that all Building Setba( Lines are taken from your Property Line Pins!! Your Property Line is NOT tl Curb Line!! / Front Setback: Left Side Setback: Right Side Setback: Rear Setback: Utility Easements. Dwelling Uni! ol' t'/itlu.IIP_ ~' 1// s 'ft." {0 I 7. 'h." <1'5 '~ '(z ,, 55' Clear Site-Line at Intersection Corner Lots. Site Grading Elevations & Drainage. 5]arage '-1/'f}" /{) I S /1 ~=3't1z 11 First (main) Floor Height in relation to top of street curb at front-center oflot. Driveways (including width of driveway), Walkways, Patios, etc. Outbuildings. Adopted and Effective August 2, 2004 IIIJIIIIIIIIII/1/1/IIIIIIIIIIIIIII/IIIIIIIIIIIIIIIIIIII ~~~10~ ~~~~~~~nnA AA ~---~-------•• ·· EAGLES POINT ARCHITECTURAL COMMITTEE APPLICATlON SUBMITT AL.FORM (For New Horne Construction) INSTRUCTIONS: This Application & Checklist is to be used for all project submittals to the Eagles Point Architectural Committee (EP/AC). This fonn is intended to assist in ensuring that the application submittal is complete. This will help provide a quicker, more thorough review process. It is recommended that each Applicant thoroughly review the requirements of the current Architectural Standards, the Declaration ofCo,•enants (including Resolutions) and the recorded Final Plat prior to preparing a submittal. Applicants preparing a submittal should compare the infonnation they are about to submit with the requirements of this fonn and Acheck off@ each required item on the fonn. If any item is not checked, the Application submittal is not complete and should not be submitted. Incomplete Applications will not be processed and will be returned to the Applicant. In addition to the checklist, Applicants should fill in all of the places on the Application Form where information is requested. The Architectural Committee will use this information in evaluating your Application. If information is requested but is not applicable to your specific project submittal, write AN/A@ in the space provided. If some required information is yet to be determined (such as exterior paint colors you may not have yet selected) write ATBD@ in the appropriated space provided. You will then be required to make a follow-up submittal with these selections at a later date but before installation in the home. DO NOT fill in any information in the AConditions for Approval@ section of this form. Th:is portion of the form is for Architectural Committee use only. When an Application is complete, please mail or deliver it to the following address: Eagles Point Architectural Committee Application 73-G Sipprelle Drive P.O. Box 6006 Battlement Mesa, Colorado 81636 Please contact Jane Chapman at (970) 285-9740 to confirm the next scheduled meeting date or to request further information. We thank you in advance for your cooperation and in complying with the Architectural Standards of Eagles Point. Adopted and Effectille Augus/21 2004 lllllllllllllllllllllllllllllllllllllllllllllllllllllll 660192 09/22/2004 11:24A Bl624 P379 M ALSDORF ,. a~ D ., 1.:: """" n ~ ~111 r:cgi=TI='I n r.niiNTY r:.n EAGLES POINT ARCHITECTURAL COMMITTEE APPLICATION & CHECKLIST (for New Home Construction projects) Homeowner: ttr.rmt...,ta.'E, P=Pu:TTF.r u.-=. Home Mailing Address: -'-""'""""'-'~"""'t..fd=._,"~#=-c.=---=~=-=' ·__,-,...a="'w.,.rs_,,'-:-'Cca.=:--::-1!!'7"16;c:o~(!------------- HomePhone: (?7t~) 'l.fl<.(-~n1 WorkPhone(ifdesired):{97C1) 'S?? -t(~8.r Project Address: /or 77ft.RN "f1Z. Lot: ~ Block: __ Subdivision: fCI ~ flotfff Production Home Plan Name (if applicable): Homebuilder: U~1$E 'f'rZt>f7vtrf&S Business Mailing Address: -3-'rz!::!£._ ____ ----,=--::-:c-:--:---::---------------- Business Phone: 571-t/>13j. Fax (if desired):-----------,------ ' Submittal Date: t'\ ,'}tc Jc'cJ.c, Estimated Start Date: a,C?. 0 I I 0 7 Estimated Completion Date: J&N /(, o- SUBMITTAL REQUIREMENTS: Two Copies each of items 1, 2 & 4 need to be submitted. (Check-off items attached to the Application. Fill in spaces as indicated.) V I. Site Plan Drawing (I II= I 0' or I II = 20' scale) with the following information shown: ,.--Lot & Block ..,.....-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 your Property Line Pins!! Your Property Line is NOT the Curb Line!! / Front Setback: Left Side Setback: Right Side Setback: Rear Setback: Utility Easements. Dwelling Unit b('!./~'/;w'(p ~ ,,, ?, 'I?. " lo'z'/oz.u '/5'5'/z'' 55' Clear Site-Line at Intersection Corner Lots. Site Grading Elevations & Drainage. Garage '-f/'B ,, /0 I ?, fl ~"3,' r~ ,, First (main) Floor Height in relation to top of street curb at front-center oflot. Driveways (including width of driveway), Walkways, Patios, etc. Outbuildings. Adopted Dnd Eflutivt August2, 2004 llllllllllllll/111/lllllllllllllllllllllllllllllllllll/ 660192 09/22/2004 11:24A 81624 P380 M ALSDORF / /2. Architectural Drawings (J/4" = 1' or 1/8" = 1' scale) with the following information shown. v Floor Plan(s) with overall dimensions (fill-in the following square foot areas). . 13~-$~ : First Floor Finished Living Area: ~ square feet Second Floor Finished Living Area: square feet Lower Floor Finished Living Area: Bo~ . 81 square feet Total Finished Living Area: 1dtzt.1fl square feet Total Unfinished Living Area: '3'3~-~ eWM square feet Garage Area: ~~2 -~0 square feet Building Elevations Plans indicating doors, windows, exterior materials, building height, roof pitch, roof-mounted evaporative coolers, etc. (fill-in maximum height below). Maximum building height to highest ridge line or building structural projection t-t-. B I{~ ll feet above top of street curb at front-center of your Jot. · Engineered (stamped) Foundation Plan. Outbuildings indicating dimensions, elevations and overall height to ridge line. 3. Exterior Materials (fill-in the selections below): RoofmgMaterial: A>PI-I.~f foMp· ~/Nil!. Primary Siding Material: Color:e~ --HWi -Olhlle.-Color: o-u\lvlo r1 Sw 0 \ ~ l <f12-i$L.:t-.l0 > vJ b I Z-~ Accent Siding Material: HU.M -st..wlf Color: a" h o .! li<:g! Sed { it·) ~ ~ Trim ~ Material: ......;S2.!M!l!!K"""""--IfP.l.ltY<L"'-I!."'-------~~Gdf/~ Color: Masonry Material: _,_fi.~.~A1Wis-"=""'-1-fo::.JN"""-~------Color: €'1\'f'lfl-tTbtJl po HltOC /'.l.__ar_ ~~ >cJ 6~ _ StuccoMaterials: I IP~t"M:&t 6H !'lW Color: t'-0~ ,,,__,.,-'Wl6iz¥ Front Door Material: ·\Joo~ Color: iJ,'!rnNZKl,( >AMf z.•r tdc11) ~ Garage Door Material: At-Y~ Color: ::fi\:!'J IMI!Ti-1-1 Pti >Ht1'-Y '\,'~ @ COLOR SAMPLE ~ 8 COLOR SAMPLE 8 @ COLOR SAMPLE tj) COLOR SAMPLE &1 o COLOR SAMPLE @COLOR SAMPLE Adopted (lntl Effective August2, 1004 lllllllllllllllllllllllllllllllllllllllllllllllllllllll 66~192 ~9/22/20~4 11:24A 81624 P381 M ALSDORF / • 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. Ground cover 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: -t'(Ucf...llfltJt.-f'{ZDM I'Z-"'f ~IJ .h.-. IJWe hereby acknowledge and understand that our failure to complete Home Construction, Improvemen Projects or Landscaping Construction within the time constraints noted in Conditions 2. & 3. On Page 6 o this Application will result in a Notice and Opportunity for a Hearing before the Eagles Point Board o Directors. lfi/We are found in violation of these Conditions at tbe Hearing it will result in a fine to tb Owner of not Jess than $500.00 per month for each full month in excess of the allotted completion tim frame. J!We hereby acknowledge that Home Construction or Improvement Projects or Landscape Constructio: features which are built in non-conformance with this full application, including the Conditions o Approval noted on Page 6 of6 herein, I!We will be cited by the EPIAC in written citation form at the tim of discovery. In extenuating circumstances a Variance may be requested from the EP/AC, provided sue: Variance request item is within the purview and approval jurisdiction of the EP/AC. If a Variance is nc granted by the EP/AC and if the Non-Conforming Items are not corrected within 60 days after the date c written citation, 1/We will be served Notice of a Hearing before the Eagles Point Board of Directors, and: I/We are found in violation of these Non-Conforming Items at the Hearing 1/We will be fined a minimur of $500.00 per Non-Conforming Item. Notwithstanding the foregoing, I!We acknowledge that the EaglE Point Board of Directors and/or Architectural Committee may pursue any legal remedy available in th event of a non-compliance. Adopu.tland Effective August 21 2004 -1111111111111111111 Ill 1111111111 II IIIII Ill 111111 II 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 Eagles Point Board of Directors to secure conformance with this full Application and its respective Conditions Of Approval. 1/We 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. 1/'\Ve further acknowledge that any subsequent field changes which 1/We may desire to the Home Construction or Improvement Projects of this original Application Submittal and the original Conditions of Approval issued by the EP/AC will require an additional Revised Application Submittal on our behalf, and that 1/We will not proceed with any subsequent field changes until a Revised Conditions of Approval have been issued to us by th. EP/AC. Owner=s Printed Names: I '9" ~ ..-., L. lA.: -'=-'-''-+----'~'---'---='""-=-:.:"'~:::.k'-----J)ate: ___________ _ _:ttn-"-YU<AL....!t;n~.!Jrut¥~~~~----Date: _________ _ Builder=s Signature: Builders Printed Name: __,(fJ:::.:S"-'"f!#J=-tlr=-'---'-'f~c:.L:..-='ts===-----Date: --------- ~~ This portion of the Application Form is to be completed by the Architectural Committee (not the Applicant) . .Adopud and Effective August 1, 2004 lllllllllllllllllll Ill 1111111111 1111111 Ill lllllllllllll 660192 09/22/2004 11:24A 81624 P383 M RLSDORF Architectural Drawings (1/4 11 = 1' or 1/8 11 = 1' scale) with the fo1Jowing infonnation shown. Floor Plan(s) with overall dimensions (fill-in the following square foot areas). 1'3~. S'?> First Floor Finished Living Area: WM.\ square feet Second Floor Finished Living Area: square feet Lower Floor Finished Living Area: Bo~ . 81 square feet Total Finished Living Area: 1dL.I· }'/ square feet Total Unfinished Living Area: '3'3~-~ ~ square feet Garage Area: G'2'J -t 0 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 t.·t' '8 1z/ feet above top of street curb at front-center of your lot. · Engineered (stamped) Foundation Plan. Outbuildings indicating dimensjons, elevations and overall height to ridge line. / 3. Exterior Materials (fill-in the selections below): RoofrngMaterial: MPI-\Pit{ fcoup· ~/NGt Primary Siding Material: c.H'hv'o 1'1 Sw •H ,_ l Accent Siding Material: H!IJ,l· <;!,«''ff Trim ~ Material: SMtl!!£ ~~(;rUf<6 Color: ahfrtlftU -HI!tAi -fllhJt- Masonry Material: .1H:ulrYh!1'11l~br:£.CNi!i(:__ ___ _ Stucco Maierials: I C.,t«t6£ 6tri !11¢ Front Door Material: ...JI.ttLGo!Gotf>b------- At u ultJwil sw 6129 Color: .................. :::·.a~:~.~:.~d_.JI/IIIIIIIIIIIIIIIIIIII 660192 09/22/2004 11•24A 81624 P381 M ALSDORF This portion of the Application Form is to be completed by the Architectural Committee (not the Applicant). CONDITIONS OF APPROVAL or DISAPPROVAL I. 2. 3. 4. 5. 6 . . 7. 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 has received a Project approval from the Architectural Committee and has been issued a B1.1ilding Permit (as required by Garfield County for new home or Renovation projects). 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. · The complete landscaping and revegetation of the improved Lot, to specifically 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. 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. '7J:::;::!;;;-~~~~ ~ ~ (Z~. ,4'/s~ Z!f/'.r.J,-~ ..fc-c? f~c'?fl-e""" r~,.;_.-r t a n:--rdtd7 r 4 ;lv ~--.u· 4 1?'2 ~-<.. Ap.plicatio~pproval (Initials of Archit~a!Commi~embers): By. '"'f5.-7-efr ~ --- Application App e above conditions: By Chairman;__: ~~~::_u+~'L},~~~~z_ _____ _ ---'<;+-1re_n_ie_d (Ijttf Archit~al Committ~f~rs): ~ Applic~tion Den1~dor reason(SWated above: ___/}_ By Cha1rman: ~~,--"---'---'c£:.k.-..L,.._,~"---'------'"-------- Page 6 of 6 Date: / -3-6(5 Date: I).. -,}7? -06 TYPICAL PANEL FENCE SECTIONS -·") --~----· ~--·., _; l.---·-·-~ I . ! Solid Tongue & Groove ··-----· -----· Solid Tongue & Groove with Lattice Top Solid Tongue & Groove with Closed Spindle -Top . ·-. ·------------------- . -··· -- Solid Tongue & Groove with Open Spindle Top . -----···-·· --- lllllllll/llll/111/llll/1/llll/llll/lllllllll/lllllllll 660192 09/22/?111!'14 11o?M\ D<~~· M----· ---- c:;~d>tech HEPWORTH-PAWLAK GEOTECHNICAL SUBSOIL STUDY Hepworth~Pawl.ak Geotechnical, Inc. 5020 Counry Road !54 Gleml'ood Springs, Colorado 81601 Phone: 970-945-7988 Fox: 970-945-8454 email: hpgeo@hpgeocech.com FOR FOUNDATION DESIGN PROPOSED RESIDENCE LOT 38, FIRST EAGLES POINT TALON TRAIL BATTLEMENT MESA, COLORADO JOB NO. 105 875 OCTOBER 31, 2005 PREPARED FOR: L'ESTRANGE PROPERTIES ATTN: BLEU L'ESTRANGE 1001 GLEN OAK LANE GLENWOOD SPRINGS, COLORADO 81601 Parker 303-841-7119 • Colorado Springs 719-633-5562 • Silverthorne 970-468-1989 TABLE OF CONTENTS PURPOSE AND SCOPE OF STUDY ............................................................................ - 1 - PROPOSED CONSTRUCTION ..................................................................................... - 1 - SITE CONDITIONS ....................................................................................................... - 2 - FIELD EXPLORATION ................................................................................................. -2- SUB SURF ACE CONDITIONS ...................................................................................... - 2 - FOUNDATION BEARING CONDITIONS ................................................................... - 3 - DESIGN RECOMlVIENDATIONS ................................................................................. -4- FOUNDATIONS ......................................................................................................... -4- FLOOR SLABS .......................................................................................................... -5 - UNDERDRAIN SYSTEM ..................... ; .................................................................... -5- SURFACE DRAINAGE ............................................................................................. -6- LIJvfiTATIONS ............................................................................................................... -6- FIGURE 1 -LOCATION OF EXPLORATORY BORINGS FIGURE 2-LOGS OF EXPLORATORY BORINGS FIGURE 3 -LEGEND AND NOTES FIGURES 4 and 5-SWELL-CONSOLIDATION TEST RESULTS TABLE 1-SUMMARYOFLABORATORYTESTRESULTS PURPOSE AND SCOPE OF STUDY This report presents the results of a subsoil study for a proposed residence to be located on Lot 38, First Eagles Point, Talon Trail, Battlement Mesa, Colorado. The project site is shown on Figure 1. The purpose of the study was to develop recommendations for the foundation design. The study was conducted in accordance with our agreement for geotechnical engineering services to Bleu L'Estrange dated September 30, 2005. Hepworth-Pawlak Geotechnical, Inc. previously conducted a preliminary geotechnical study for development of the subdivision and presented our findings in a report dated November 21, 2003, Job No. 103 680. A :field eli.1Jloration program consisting of exploratory borings was conducted to obtain information on the subsurface conditions. Samples of the subsoils obtained during the :field exploration were tested in the laboratory to determine their classification, compressibility or swell and other engineering characteristics. The results of the field exploration and laboratory testing were analyzed to develop recommendations for foundation types, depths and allowable pressures for the proposed building foundation. This report summarizes the data obtained during this study and presents our conclusions, design recommendations and other geotechnical engineering considerations based on the proposed construction and the subsurface conditions encountered. PROPOSED CONSTRUCTION The proposed residence will be a two story wood frame structure over a walkout basement level. The attached garage and basement floors will be slab-on-grade. Grading for the structure is assumed to be relatively minor with cut depths between about 3 to 8 feet. We assume relatively light foundation loadings, typical of the proposed type of construction. If building loadings, location or grading plans change significantly from those described above, we should be notified to re-evaluate the recommendations contained in this report. Job No. lOS 875 -2- SITE CONDITIONS The site was vacant at the time of our field exploration. The ground surface is relatively flat with a gentle slope down to the northeast. There appears to be some minor fill on the lot from overlot grading as part of the subdivision development. Vegetation consists of sparse grass and weeds. Scattered cobbles and boulders were eli.'POsed on the ground . surface. FIELD EXPLORATION The field exploration for the project was conducted on October 5, 2005. Two exploratory borings were drilled at the locations shown on Figure 1 to evaluate the subsurface conditions. The borings were advanced with 4 inch diameter continuous flight augers powered by a truck-mounted CME-45B drill rig. The borings were logged by a representative of Hepworth-Pawlak Geotechnical, Inc. Samples of the subsoils were taken v.>ith 1% inch and 2 inch I.D. spoon samplers. The samplers were driven into the subsoils at various depths with blows from a 140 pourtd hammer falling 30 inches. This test is similar to the standard penetration test described by ASTM Method D-1586. The penetration resistance values are an indication of the relative density or consistency of the subsoils. Depths at which the samples were taken and the penetration resistance values are shown on the Logs of Exploratory Borings, Figure 2. The samples were returned to our laboratory for review by the project engineer and testing. SUBSURFACE CONDITIONS Graphic logs of the subsurface conditions encountered at the site are shown on Figure 2. The subsoils generally consist of about 1\1:, to 2\1:, feet of sandy clay with gravel fi1I .overlying relatively dense, basalt gravel, cobbles and boulders in a sandy clay matrix. About 1 foot of stiff sandy clay was encountered between the fill and basalt gravel in Boring 2. Drilling in the dense granular soils with auger equipment was difficult due to Job No. 105 875 " -" - the cobbles and boulders and drilling refusal was encountered in the deposit. A boring drilled to the east of Lot 38 as part of the preliminary study encountered about 7 feet of clay overlying the basalt gravel and no free water to the drilled depth of II feet in October 2003. Laboratory testing performed on samples obtained from the borings included natural moisture content, density and finer than saod size gradation aoalyses. Results of swell- consolidation testing performed on relatively undisturbed drive samples of the clay matrix soils, presented on Figures 4 aod 5, generally indicate low to moderate compressibility under conditions of loading aod wetting. The sample from Boring 1 at 3 Y, feet showed a minor collapse potential (settlement under constaot load) when wetted. The sample from Boring 2 at 3 l6 feet showed a low expansion potential when wetted under a constaot light · · surcharge. The laboratory testing is summarized in Table 1. No free water was encountered in the borings at the time of drilling and the subsoils were slightly moist to moist. FOUNDATION BEARING CONDffiONS Some of the clay subsoils encountered in the First Eagles Point development possess an expansion potential when wetted. Surface runoff; landscape irrigation, and utility leakage are possible sources of water which could cause wetting. The settlement/heave potential of the subgrade should be further evaluated at the time of construction. At basement level, the basalt gravels should help to mitigate the expansion potential of the clay matrix and provide a relatively low risk of foundation movement. Shallow footings, such as at the garage, may need to be deepened to bear below expansive clay. Job No. 105 875 -4- DESIGN RECOMMENDATIONS FOUNDATIONS Considering the subsurface conditions encountered. in the ell."j)loratory borings and the . nature of the proposed construction, we recommend the building be founded with spread footings bearing on the natural subsoils. The design and construction criteria presented below should be observed for a spread footing foundation system. I) Footings placed on the undisturbed natural subsoils should be design,ed for an allowable bearing pressure of2,000 psf. ·.Based on· experience, we · exl?ect settlement/heave of footings designed and constructed as discussed in this section will be about I inch or less. There could be some additional movement of footings if the bearing soils become wetted and could be differential with respect to footings bearing on the basalt gravels. 2) The footings should have a minimum width of16 inches for continuous walls aild 2 feet for isolated pads. 3) Ell.ierior footings and footings beneath unheated areas should be provided with adequate soil cover above their bearing elevation for frost protection. Placement of foundations at least 36 inches below ell.ierior grade is typically used in this area 4) Continuous foundation walls should be reinforced top and bottom to span local anomalies such as by assuming an unsupported length of at least 12 feet. Foundation walls acting as retaining structures should also be designed to resist a lateral earth pressure corresponding to an equivalent fluid unit weight of at least 50 pcf. Backfill should not contain vegetation, topsoil and rock larger than about 6 inches. 5) All existing fill, topsoil and any loose or disturbed soils should be removed and the footing bearing level extended down to the natural soils. The exposed soils in footing area should then be moistened and compacted. lob No. 105 87j -5- 6) A representative of the geotechnical engineer should observe all footing excavations prior to concrete placement to evaluate bearing conditions. FLOOR SLABS The natural on-site soils, exclusive of topsoil, are suitable to support lightly loaded slab- on-grade construction. The clay soils have variable settlement/heave potential which· could result in some slab movement if the clay bearing soils become wetted. To reduce the effects of some differential movement, floor slabs should be separated from all bearing walls and columos with expansion joints which allow unrestrained vertical movement. Floor slab control joints should be used to reduce damage due to shrinkage cracking. The requirements for.joint spacing and slab reinforcement ·should be · · · · established by the designer based on experience and the intended slab use. A minjmum 4 inch layer of free-draining gravel should be placed beneath interior slabs-on-grade to facilitate drainage. This material should consist of minus 2 inch aggregate with at least 50% retained on the No. 4 sieve and less than 2% passing the No. 200 sieve. All fill materials for support of floor slabs should be compacted to at least 95% of ma.'Cimum standard Proctor density at a moisture content near optimum. Required fill can consist of the on-site soils devoid of vegetation, topsoil and oversized rock. UNDERDRAIN SYSTEM Although free water was not encountered during our exploration, it has been our experience in the area that local perched groundwater can develop during times of heavy precipitation or seasonal. runoff. Frozen ground during spring runoff can create a perched condition. We reco=end below-grade construction, such as retaining walls, crawlspace and basement areas, be protected from wetting and hydrostatic pressure buildup by an underdrain system. The drains should consist of drainpipe placed in the bottom of the wall backfill surrounded above the invert level with free-draining granular material. The drain .should Jab No. 105 875 -6- be placed at each level of excavation and at least 1 foot below lowest adjacent finish grade and sloped at a minimum 1% to a suitable gravity outlet. Free-draining granular material used in the underdrain system should contain less than 2% passing the No. 200 sieve, less than 50% passing the No. 4 sieve and have a maximum size of 2 inches. The drain gravel backfill should be at least 1 Y, feet deep. SURF ACE DRAINAGE The following drainage precautions should be observed during construction and maintained at all times after the residence has been completed: 1) Inundation of the foundation excavations and underslab areas should be avoided during construction. 2) E».ierior backfill should be adjusted to near optimum moisture and compacted to at least 95% of the maximwn standard Proctor density in pavement and slab areas and to at least 90% of the maximum standard Proctor density in landscape areas. 3) The ground surface surrounding the exterior of the building should be sloped to drain away from the foundation in all directions. We recommend a minimum slope of 6 inches in the first 10 feet in unpaved areas and a minimum slope of 3 inches in the first 10 feet in paved areas. 4). Roof downspouts and drains should discharge well beyond the limits of all backfill. 5) Irrigation sprinkler heads and landscaping which requires regular heavy irrigation, such as sod, should be located at least 5 feet from foundation walls; LIMITATIONS 1bis study has been conducted in accordance with generally accepted geotechnical engineering principles and practices in this area at this time. We make no warranty either express or implied. The conclusions and recommendations submitted in this report are based upon the data obtained from the exploratory borings drilled at the locations Job No. 105 875 -7- indicated on Figure 1, the proposed type of construction and our ell:perience in the area. Our services do not include determining the presence, prevention or possibility of mold or other biological contaminants (MOB C) developing in the future. If the client is concerned about MOBC, then a professional in this special field of practice should be consulted. Our findings include interpolation and e>.irapolation of the subsurface . conditions identified at the exploratory borings and variations in the subsurface conditions may not become evident until excavation is performed. If conditions encountered during construction appear different from those described in this report, we should be notified so that re-evaluation of the reco=endations may be made . . This report has been prepared for the exclusive use by our client for design purpose.s. We are not responsible for technical interpretations by others of our information.· As the project evolves, we should provide continued consultation and field services during ·construction to review and monitor the implementation of our reco=endationst.a.nd to verify that the recommendations have been appropriately interpreted. Significant design changes may require additional analysis or modifications to the reco=endations presented herein. We reco=end on-site observation of excavations and foundation bearing strata and testing of structural fill by a representative of the geotechnical engineer. Respectfully Su\:lmitted, HEPWORTH-P A'WLAK GEOTECHNICAL, INC. Jordy Z. Adamson, Jr., P.E. Reviewed by: Daniel E. Hardin, P .E. JZA/ksw Job No. 105 875 :; 1' = 20' LOT37 .......... ..... ( ..... I I I I I I I I I I I I I I I I I I I I I I I I ..... .......... ............... ..... LOT3B ..... .......... ...-1 .......... • BORING2 I • I BORING 1 I I I L _______ ..J --- BENCH MARK: GROUND SURFACE AT PROPERTY CORNER; ELEV. = 1 00.0', ASSUMED. TALON TRAIL LOT39 H-P GEOTECH JOB NO. 105 876 105 875 LOCATION OF EXPLORATORY BORINGS Figure 1 100 95 ~ ' c: I 90 w 85 80 105 875 BORING 1 ELEV.= 98.6' 40/12 WC=13.2 00=93 -200=61 21/12 WC=7.0 00=101 -200=70 BORING2 ELEV.= 97.3' 43/12 WC=14.6 00=105 32/12 46/12 20/3,10/0 Nola: Explanation of symbols Is shown on Rgure 3. LOGS OF EXPLORATORY BORINGS 100 95 ! ' 90 c: I 65 80 Figure 2 LEGEND:' FILL; sandy clay with gravel, scattered cobbles, slightly moist, brown. CLAY (CL); sandy, stilt, slightly moist, brown. BASALT GRAVEL AND COBLLES (GC); In a sandy clay matrix, with boulders, dense, slightly moist to moist, browns, calcareous. 40/12 T NOTES: Relatively undisturbed drive sannple; 2-inch I. D. California liner sannple. Drive sample; standard penetration test (SPD. 1 3/8 inch I.D. split spoon sample, ASTM D-1586. Drive sample blow count; Indicates that 40 blows of a 140 pound hammer falling 30 Inches were required to drive the California or SPT sannpler 121nches. Practical drilling refusal. 1. Exploratory borings were drilled on October 5, 2005 with 4-lnch dlanneter continuous flight power auger. 2. Locations of exploratory borings were measured approximately by pacing from features shown on the site plan provided. 3. Elevations of exploratory borings were measured by Instrument level and refer to the Bench Mark shown on Figure 1. 4. The exploratory boring locations and elevations should be considered accurate only to the degree implied by the method used. 5. The lines between materials shown on the exploratory boring logs represent the approximate boundaries between material types and transitions may be gradual. 6. No free water was encountered In the borings at the time of drilling. Fluctuation In water level may occur with time. 7. Laboratory Testing Results: WC = Water Content (%) DO = Dry Density (pcO -200 = Percent passing No. 200 sieve 105 875 ~ch Hooworlh-Powlok Gootochnlool LEGEND AND NOTES Figure 3 Moisture Content = 13.2 peres nt Dry Density = 93 pel Sample of: Sandy Clay Matrix From: Boring 1 at 3.5 Feet 0 r--1""-- * 1 ........ c: v Compression ·~ upon ~ 2 wetting c. r-............. E 0 ........... () 3 " 4 \ 0.1 1.0 10 100 APPLIED PRESSURE-ksf Moisture Content = 7.0 perc ent Dry Density = 101 pel Sample of: Sandy Clay with Basalt Fragments From: Boring 1 at 6 Feet 0 1 ~ 1-t-- * ........ ~ No movement c: 0 ~ upon 1il wetting l 2 ..... ~ E 0 () 3 4 0.1 1.0 10 100 APPLIED PRESSURE -ksf 105 875 G~ch SWELL-CONSOLIDATION TEST RESULTS Figure 4 H.DWorth-Pawtafc Geo!ochnlcol Moisture Content = 14.8 perc en! Dry Density = 105 pel Sample of: Sandy Clay Matrix From: Bortng 2 at 3.5 Feet ~ c: ~ 1 c: "' r--. c. dl ......... ' 0 -c: "\ ""!" 0 'iii 'I\ VI 1\ I!! 1 c. Expansion E 0 upon 0 2 wetting 0.1 1.0 10 100 APPUED PRESSURE-ksf 105 875 G~ SWELL-CONSOLIDATION TEST RESULTS Figure 5 Hooworth-Powtok Gootochnlcol HEPWORTH-PAWLAK GEOTECHNICAL, INC. TABLE 1 Job No. 105 875 SUMMARY OF LABORATORY TEST RESULTS SAMPlE LOCATION NATURAL NATURAL GRADATION PERCENT ATTERBERG UMITS UNCONFINED MOI5TURE DRY GRAVEL SAND PASSING UQUID PlASTIC COMPRESSIVE SOIL OR - 1 BORINGS DEPTH COI'lTENT DENSilY NO. 200 UMIT INDEX STRENGTH BEDROCK 1YPE (%) (%) SIEVE (It) (%) (pefl 1%1 (%} (PSFl 1 3'h 13.2 93 81 Sandy clay matrix 6 7.0 101 70 Sandy clay With oasalt fraglllents 2 3'h 14.8 105 Sandy clay matrix . ' ' COUNTY OF GARFIELD • BUILDING DEPARTMENT CORRECTION NOTICE 108 8th St., Suite 201 Glenwood Springs, Colorado Phone (970) 945-8212 Job located at -'-'/o=S""--c:-;-:_U'""~~-c;-:-'=~C=o<=· =--------- Permit No. --"/._,o"--3=0-=.3"---------------- I have this day inspected this structure and these premises and found the following corrections needed: 0~~r~1no-a-f7n.··<'#,il; ;)~~~~~ ?%~~ e)~~J~~ ~4-4 ~""'-~~z;.. ~-.:y-~~~~~ 7JY/( If)~~~-~, 0 fZtt:, ,_,r. o-t t" ort-fAl C!,'\.5 v,yl-.~.e fh (/._ G --tp ,,..; f), .u 4 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 f?-;J...-c-7 20 -----:..-~ Buildinglnspector -~2?2~er sa Phone (970) 945-8212 COUNTY OF GARFIELD -BUILDING PERMIT CORRECTION NOTICE 108 8th St., Suite 401 Glenwood Springs, Colorado Phone (970) 945-8212 Job located at _ _,_il..!..6c_:3""""'o'--'3""'----------- _,..., .-.--• /J Permit No. /0 S ~a&o--n /~ I have this day inspected this structure and these premises and found the following corrections needed: \!lv,A/)/)~~ ~~ =~':!~:-" . ~ ~~ ;/$TrY/ £ -?s' J Lf ~~ You are hereby notified that the above correction must be inspected before covering. When corrections have been made, call for inspection at 970·384-5003. Date if. /0 20J)J,._ Building Inspector _ _,lli'--"'-'"""-'h-'-•i1t('---~"--'-'="'-"'------- Phone (970) 945·8212 COUNTY OF GARFIELD -BUILDING PERMIT CORRECTION NOTICE 108 8th St., Suite 401 Glenwood Springs, Colorado Phone (970) 945-8212 Job located at /tl_S (~ b, . Permit No. /0!3'0 3 . I have this day inspected this structure and these premises and found the following corrections needed: :) ?~ ~ trJA-~Iff! J ~~(Jif-~!? You are hereby notified that the above correction must be inspected before covering. When corrections have been made, call for inspection at 970·384-5003. '"' /s-::, 7 n;-. " 12 Building Inspector .~h J2Ji_Q <? _-=:: Phone (970) 945-8212 No. I VJV-" Assessor's Parcel No0 7 v 1-1 /d. -1!-Dff Date f / / (o / c))JlfY) r ; BUILDING PERMIT CARD Job Add~s /0 S _;:ltJ__L;rv, ~ /IM-q .{ll %/~ clcif3 J' 9-uCd-~<? ~ Owner >L 1~~o~hC. AddressLool ~ e:oJe. J...., G'sYd~one # ?2'(/-)/f,Xj Contractor~ Address~IJ-<'Jg~ Phone #31q-<(58'3 Setbacks: Front Rear RH LH Zoning ----- .:;/F w(rl"'.'J.~ <{ ~~~SPECTIONS ~oils Test Weatherproofing ____________ _ Footing 1-.2.2-o"J ~ Mechanical _____________ _ Foundation I-:J.&o7~ Electrical Rough (State) ________ _ Grout Electrical Final (Statel-------..--7"'1':-- Underground Plumb!pg :2 -lb. · c 7 lJiL Final&-·(.>-<./) /Checklist ComRieted? ll1Y Rough Plumbing 1_ 'f-.5>-o 7 ~ Certificate OccupancY. L ;s~~lrO l/ Framing '+-5-6 7 ~ Date ~S'~·:-'1-'~"'----:-~-""'-~------- Insulation 11-tl-o? /Orl'i Septic System #_,-.. S=o~o=:'-'rt}...Jl'--"'=-·----''-------- Roofing Date-----:-----'--------- Drywall {-.1'1-01~ Final ____________ _ Gas Pipinglf--5-o~ Other--------------- NOTES . , _ ·o t7 __ • n -7't: '(-SQ __ ,.;,:~A I '1 I I.:: . f/J V<..{_ 'V'-li.O.(A ~'""6 ci6c,LV--X-"-<---.. /U(__1 I C' ~ br4v(1 p~:t F 0'4f (Ju!C. o. EXTERIOR Address No. --------'v'------ Dralnage ----------'"'------ Decks-support & clearance to wood __ _,t.--:_ __ _ Decks-stairs & ralls ______ __,t/"----- Exterior locks -------'---_l.L_ __ _ Flashing around doors & windows __ _,V""----- Insect screens _______ _.""---- INTERIOR GARAGE Fire wall separation ______ _u: ___ _ Service doors-1%" min. -------'v"---·---;---- Door (20 min.) w/auto closer-1%" min. __ ::'v-r---- Mech. equip. 18" above floor _____ -;---- No opening into sleeping area ____ .cc/:_ __ BASEMENT-CRAWL AREA Access ________ -'Cv ____ _ Insulation _______ __..v"-· --~- Headroom/Stairs _____ ____cv"'-------- Ventilation ---------{,/----- FINAL CHECKLIST MECHANICAL ROOMt Boiler 1/ _d._ ' Hot water ____ =------ FA gasloll v' Floor drain Clearance ~ Air con. system v Hot water heater (.../' Combustion air v Gas piping, valves ,...--- LPG Drain j./4 I FIREPLACE/STOVE Clearance to combustibtes _ ____cb--"---- Termination of chimney•---"":/~-- Combuslion air ____ ----'"'------ Hearth (12" or 20" on sides)---'-'':--- Glass doors-------',_./"---- Certified bY'------/:;t------- REMARKS (continue on back) STAIRWAYS. Headroom (6'6") ___ _,V"'--, ____ _ Railing & guardrails ---,_/'---::----- Width __ ~------"v' _____ _ Rise & run _____ _,____... ______ _ KITCHEN Clearance above grill __ _,V=----- Exhaust fan _____ c..v' _____ _ Broiler exhaust (1 hr. chase) _.!..L ___ _ BEDROOMS v Egress ____________ _ Smoke detector ___ ___,L/ec___ ____ _ BATHROOMS Exhaust fan __________ _ Shatterproof glass--~.L-------- OTHER Of- INSPECTION WILL NOT BE MADE UNLESS THIS CARD IS POSTED ON THE JOB 24 HOURS NOTICE REQUIRED FOR INSPECTIONS. BUILDING PERMIT GARFIELD COUNTY, COLORADO '1)'-'07 ·. ; . .·· . . //\':/.0 ~ Date Issue!l .•.• ~.: .............. Zoped. ~~.ea •...••..••••.............•...... PermJt No ..... f..~ .... ~ ....... . · , . · AGREEMENT In consideration of the issuance of this 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 notice from the County Building Inspector IMMEDIATELY BECOME NULL This Card Must Be Posted So It is Plainly Visible From The Street Until Final Inspection. INSPECTION RECORD Footing ;-~::>--o? ~~ Driveway Foundation /-~~7 ... ~ Underground Plumbing v,t-t.-D1 J(M Insulation 'l-1/~01 ~ Rough Plumbing 1A~-;lJ7'llhX-Drywall ~-'(!,•0\ ~ Chimney & Vent ~-U'-''D "\f'\(}.{1 ·' . Electric Final (by State Inspector) ~ C Gas Piping 1/-£-o? A1m Final >!...if 8--l:, . 01 Electric Rough (By State Inspector) W~ L / Septic Final !JIA Framing _'f~5-o1 lifw1 ok ~ ·~1. Notes: (To include Roof in place and Windows and Doors instaUed). ALL LISTED ITEMS MUST BE INSPECTED AND APPROVED BEFORE COVERING- WHETHER INTERIOR OR EXTERIOR, UNDERGROUND OR ABOVE GROUND. THIS PERMIT IS NOT TRANSFERABLE For Inspections Call384-5003 108 8th Street Glenwood Springs, Colorado APPROVED DO NOT DESTROY THIS CARD Datel/lt.Jh1 By1~..-v\ ~uC~ ~LACEDSJDE-COVE;11TH '<!:EAR PLASTIC Parcel Detail Page 1 of 3 Garfield County Assessor/Treasurer Parcel Detail Information Asscssor(frcasurcrPropcrty Search I Assessor S.uiJset Query I A.~~~llQr Sales_Search Clerk&.ReccJrcler.ReceptionSe<lrC:h Basj£J2Jlilding__<:;_haracteristicli I Tax Information Parcel Detail I Value Detail I Sales Detail I Residential/Commercial Improvement Detail Land Detail I Photographs \ TaxArea II I o8o II Account Number 1\ Parcel Number II Mill Levy I R042202 II 240717211038 II 39.826 I Owner Name and Mailing Address \LESTRANGE PROPERTIES, LLC \1001 GLEN OAK LN \GLENWOOD SPRINGS, CO 81601 Legal Description lsECT,TWN,RNG:17-7-95 SUB:FIRST I !EAGLES POINT LOT:38 PRE:R770006 I IBK:0735 PG:0142 BK:0601 PG:0658 I IBK: 1763 PG:42 RECPT:690211 BK: 1735 IPG:718 RECPT:684311 BK: 1735 PG:717 IRECPT:684310 BK:1624 PG:286 IRECPT:660189 BK:1703 PG:330 IRECPT:677438 BK: 1703 PG:327 IRECPT:677437 BK:1668 PG:443 IRECPT:669853 BK: 1650 PG:358 IRECPT:665807 BK: 1650 PG:355 IRECPT:665806 BK:l636 PG:378 IRECPT:662798 BK: 1624 PG:389 IRECPT:660193 BK:1624 PG:306 IRECPT:660192 BK: 1624 PG:288 IRECPT:660190 BK:l615 PG:504 I http://www.garcoact.com/assessor/parcel.asp?Parce1Number=240717211 038 1115/2007 Parcel Detail Page 2 of3 jRECPT:658359 BK:1604 PG:906 jRECPT:655941 BK: 1575 PG:7 jRECPT:649590 BK:1575 PG:ll jRECPT:649591 BK:0780 PG:0729 jBK:0780 PG:0722 BK:0780 PG:0718 jBK:0773 PG:0475 BK:0769 PG:0647 jBK:0769 PG:0643 BK:0769 PG:0639 jBK:0769 PG:0518 BK:0729 PG:0231 Location Physical Address: [[PARACHUTE I Subdivision: IIFIRST EAGLES POINT I Land Acres: [lo Land Sq Ft: [[11,732 I Section II Township II Range I I 17 II 7 ll 95 I Property Tax Valuation Information t ·- I Actual Value II Assessed Value - I Land: 16,270[1 4,7201 I Improvements: II oil 0 [ Total: 16,2701[ 4,720[ Sale Date: 1110112/2005 Sale Price: 1166,500 Basic Building Characteristics Number of Residential lo I Buildings: Number of Comm!Ind 0 Buildings: No Building Records Found Tax Information Tax Year II Transaction Type II Amount II II http://www.garcoact.com/assessor/parcel.asp?ParcelNumber=240717211 038 1/15/2007 Parcel Detail I 2006 II Tax Amount II $187.961 I 2005 II Tax Payment: Whole II ($29.50)1 I 2005 II Tax Amount II $29.5ol Top of Page Asscs,sorDatatJasc ScarchOptions I Treasurer Da!.~base Sem:cJJ_Qptions .C:Ierl<&Recoi'deLOatabaseSearclt.OPtioiJs Garfield C:otlnty Hon1e Page Page 3 of 3 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 -2006 Good Turns Software. All Rights Reserved. Database & Web Design by Goo<.! Turns Software. http://www.garcoact.com/assessor/parcel.asp?Parce!Number=240717211 038 1115/2007