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HomeMy WebLinkAboutApplication- PermitJob Address No. 8177 GARFIELD COUNTY BUILDING, SANITATION and PLANNING DEPARTMENT 109 8th. Street, Suite 303 Glenwood Springs, CO 81601(970) 945-8212 010 eaOA,t Ln, ('a rbonda_ 1.e, (() Nature of Work Building Permit Use of Building jinck f Chin'+. !l y A )4,e/in, 6L.)/ a4-aj e -0.- ai U -PrP d 10�eA J n Crco.J1 ,Spa Owner ail1// 0 u f 7 Cc r r1 c -Jr id C -{- i .t{? S Contractor 6641a.-6-7 Amount of Permit$ a S. c9-/ / (e S Dste /Q/� 7 0 I ''..---6 (0--e—, d.j.._ --- Clerk GARFIELD COUNTY BUILDING PERMIT APPLICATION GARFIELD COUNTY (GLENWOOD SPRINGS), COLORADO TELEPHONE: (970) 945-8212 • JOB ADDRESS: 2 3 4 5 6 7 INSPECTION LINE: (970)384-5003 PERMIT NO. !' PARCEL/SCHEDULE NO. OIo 1 teq nc i C re4 K Lu pi: 1 earLonb h' , C LOT NO. j U BLACK NO. SUBDIVISION EXEMPTION AODRBfa fee,ic h Q few 1C °"I`/tIl A11 vurlisarn 57r'veiweS CONTRACTOR Set m� A/61,0Oa5 7/R. C() 4L7o-qS v -e We NI uq It PH: tit NO: ARCIUTECVENCIENEE.Ktoes` tr SQ. Ff. OF BUILDING 8 USE OF BUILDING °®C3tIDE WORK: C1ASS OF WORK: ADDREaS �Pr1� C L onar FF7 r/yO ? - /Y v (iJ `e2r-)s%T ✓' v c'//o ?/-1 "0.?,c 077 QAOLMON °ALTTBMTtON ate' NO. OF FLOODS frng dT�v�ts-�; MOVE °REMOVE 9 CIAMUE: oan,Ol. CARPORT: °aP1Cr.. 10 C DRIVEwAY PERMIT / '"" E"AgV•V7ZrS'/8 oaRB PIAN i� G / uG A d VALUATION OF WORK: $ SPECIAL CONO[ISONS: I .5; Dov -� Th s /et / s / r a Plq hie) 5✓S drdrr/d/k✓) 5-efihgck 1/4r/q/749 5/te plan s)owps 041 -)ed Sefhoicks, ADJUSTED VAwAMON:3 355. NOTICE A SEPARATE ELECTRICAL PERMIT IS REQUIRED AND MUST BE ISSUED BY THE STATE OF COLORADO, THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHOR.ZED IS NOT COMMENCED WIITEN 110 DAYS, OR IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOP. A PERIOD OF 110 DAYS AT ANY TIME AFTER WORK IS COMMENCED. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WILT/ WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER -STATE OR LOCAL W REGULATING CONSTRUCTION OR THE PERFORMANCE OF CONSTRUar ION. 7-D) Sipuaturc of or, Contractor o authorizod agent Building Dept. ApprovaUDate P PLAN CHECK FEE: PERMIT FEE TOTAL FEE: 4 DATE PERMIT ISSUED: OCC: GROUP: CONST: TYPE: ZONING: SETBACKS: MANU. HOME: AGREEMENT PERMIS SION IS HEREBY GRANTED TO THE APPLICANT AS OWNER, CONTRACTOR AND/OR THE AGENT OF THE CONTRACTOR OR OWNER TO CONSTRUCT THE STRUCTURE AS DETAILED ON PLANS AND SPECIFICATIONS SUBMITTED TO AND REVIEWED BY THE BUILDING DEPARTMENT IN CONSIDERATION OF THE ISSUANCE OF THIS PERMIT, THE SIGNER HEREBY AGREES TO COMPLY WITH ALL BUILDING CODES AND LAND USE REGULATIONS ADOPTED BY GM1FIELD COUNTY PURSUANT TO AUTHORITY GIVEN IN 3011.201 CRS AS AMENDED. THE SIGNER FURTHER ACIREES THAT IF THE ABOVE SAID ORDINANCES ARE NOT FULLY COMPLIED WITH IN THE LOCATION, ERECTION, CONSTRUCTION ANDUSE OF THE ABOVE DESCRIBED STRUCTURE, THE PERMIT MAY THEN BE REVOKED BY NOTICE FROM THE COUNTY AND THAT THEN AND THERE IT SHALL BECOME NULL AND VOID. THE ISSUANCE OF A PERMIT BASED UPON PLANS, SPECIFICATIONS AND OTHER DATA SHALL NOT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER REQUIRING THE. CORRECTION OF ERRORS IN SAID PLANS, SPECIFICATIONS AND OTHER DATA OR FRO PREVENTING BUILDING OPERATION BEING CARRIED ON THEREUNDER WHEN IN VIOLATION OF THIS CODE OR ANY OTHER ORDINANCE OR REGRJL.ATION OEMS JURISDICTION. •4; : . THE REVIEW OF THE SUBMITTED PLANS AND SPECIFICATIONS AND INSPECTIONS CONDUCTED THEREAFTER DOES NOT CONSTITUTE AN ACCh2IANCE OF ANY RESPONSIBILITIES OR I^TABILIITES BY GARFIELD COUNTY FOR ERRORS, OMISSIONS OR DISCREPANCIES. THE RESPONSIBILITY FOR THESE ITEMS AND IMPLEMENTATION DURING CONSTRUCTION RESTS SPECIFICALLY WITH THE ARCHITECT, DESIGNER, BUILDER AND OWNER. COMMENTS ARE INTENDED TO BE NSERVATIVE AND IN SUPPORT OF THE OWNERS INTF_REST. C;azamo3 Ap111I I HEREBY ACKNOWLEDGE THAT 1 HAVE READ AND UNDERSTAND THE AGREEMENT ABOVE. ID/TIAL) 2Or 1�pt)ot 00:3 C)(`¢ �J0( 130- Sa I )i►1!°1 ISDS NO. & FEE: The following items are required by Garfield County for a final inspection: 1. A final Electrical Inspection from the Colorado State Electrical Inspector; 2. Permanent address assigned by Garfield County Building Department posted where readily visible from access road; 3. A finished roof, a lockable house, complete exterior siding, exterior doors and windows installed, a complete kitchen with cabinets, a sink with hot & cold running water, non-absorbent kitchen floor coverings, counter tops and finished walls, ready for stove and refrigerator, all necessary plumbing; 4. A complete bathroom, with washbowl, tub or shower, toilet stool, hot and cold running water, non-absorbent floors and walls finished and a privacy door; 5. All steps outside or inside over three (3) steps must have handrails, guard rails on balconies or decks over 30" high constructed to all 1994 UBC requirements; 6. Outside grading done to where water will detour away from the building; 7. Exceptions to the outside steps, decks and grading may be made upon the demonstration of extenuating circumstances, i.e. weather, but a Certificate of Occupancy will not be issued until all the required items are completed and a final inspection made. A CERTIFICATE OF OCCUPANCY WILL NOT BE ISSUED UNTIL ALL THE ABOVE ITEMS HAVE BEEN COMPLETED. ****CANNOT OCCUPY OR USE DWELLING UNTIL A .CERTIFICATE OF OCCUPANCY (C.O.) IS ISSUED. OCCUPANCY OR USE OF DWELLING WITHOUT A C.O. WILL BE. CONSIDERED AN ILLEGAL OCCUPANCY AND MAY BE GROUNDS FOR VACATING PREMISES UNTIL ABOVE CONDITIONS ARE MET. I understand and agree to abide by the above conditions for occupant , use d• the issuance of a Certificate of Occupancy for the dwelling under building permit # Si 7 bpcont totiscs,t( X31/ CR • P CS 517,te 9 c. 4A..Acr_ t(00 Co V.'OACd-!-(O 00 .00 9._ .$) q ilxsci (LC_ trti3 1 6. 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 ng for these areas? Yes I No 17. Is the location of all natural and liquid petroleum gas furnaces, boilers and water heaters indicated on t plan? Yes No 18. 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 No 19. Do you understand that if you belong to a homeowners association, 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? If you do not have written permission from the association, do you understand that the plan check fee will not be refunded should the architectural co ttee deny or reject your building plans? Yes No 20. Will this bet y residential structure on the parcel? Yes No If no -Explain: 21. Have two (2) com lete sets of construction drawings been submitted with the application? Yes l 22. Do you understand that the minimum size a home can be on a lot is a 20ft. x 20ft.? Yes No 23. Have you designed or had this plan designed while considering building and other construction code r quiremennts? Yes No 24. Does the plan accurately indicate what you intend to construct and what will receive a final inspection by t Garfield County Building Department? Yes No 25. Do you understand that approval for design and/or construction changes are required prior to the application f these changes? Yes No 4 I hereby acknowledge that I have read, understand and answered these questions to the befit of my ability. signature Phone: cti Lf--- 0 4 a. (days), —off date yq (evenings) Project Name: 1 o D L a j et ,c h S��dlrvts�o� Project Address: 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. bpn►inreq 8/00 6 April 26, 1998 Stryker/Brown Architects 300 South Spring Street Suite #300 Aspen, CO 81611 Attention: Mr. David Brown, AIA, Principle Subject: Preliminary Geotechnical Investigation Parcels 1 & 2B Ranch at Roaring Fork Garfield County, Colorado Job No. GS -1791 introduction This report presents the results of our Preliminary Geotechnical Investigation of Parcels 1 & 2B at the Ranch at Roaring Fork In Garfield County, Colorado. The purpose of our Investigation was •to evaluate the. sites suitability for residential development from a geotechnical perspective. We have developed preliminary opinions of the appropriate foundation system.for soil conditions found at the site. The report discusses subsurface conditions and presents our recommendations for site development.- • The criteria presented In this report were developed considering conditions disclosed by widely spaced test pits, results of laboratory tests and our experience. Recommendations were developed based upon our understanding of the planned construction and site development. Revisions in the scope of the project could influence our recommendations. Site . specific, design -level geotechnical investigations are recommendedVto provide specific foundation design criteria for Individual residences. • Site Conditions The Ranch at Roaring Fork is located south of Highway 82, between the highway and the Roaring Fork River, approximately 2.5 miles east of Carbondale. The majority of the development has been built out with a golf course and single and multi -family residential buildings. Commercial buildings exist on some lots adjacent to Highway 82. Several small ponds and streams are throughout the development. The majority of the project is on alluvial. terrace which has resulted in a ground surface that is comparatively flat. Parcel 1 and 28 are bordered by the Highway 82 frontage road, Colorado CTL/THOMPSON,.INC. CONS-ULTING ENGINEERS 234 CENTER DRIVE ■ GLENWOOD SPRINGS. COLORADO 81601- ■ (970) 945-2809 Department of Transportation (CDOT) Right of Way and Stagecoach Lane to the north, Stagecoach Drive to the west, and a comparatively steep slope to a lower bench which terminates at the Roaring Fork River to the south. Parcel 1 (aka Jenkins Parcel) is approximately 2.6 acres. Lot 2B Is approximately mt ly 3.1undsurfac acres. Parcel 2A (not part of this report) is landlocked by parcel 25. at the subject properties is relatively flat with a slight slope ( less than 5 percent) toward the steeper slope dropping down to the Roaring Fork River. The ground surface is covered with native grasses and weeds. Two residential buildings and an existing barn occupy the site. Pro ment Development plans are preliminary at this writing. Parcel 1 maybe developed for approximately 12 single family lots. Parcel 2B may be developed for approximately 12 to 16 single family lots. The lots will be accessed by paved roads and utility services will be provided. We anticipate earthwork will be limited to road and drive construction,Installation oftheproperty is not anticipated. Existing structures n for residence foundations. Overiot grading will be razed. We have assumed the residential buildings will be one d e or t Is desirable oories to offal, wood frame buildings, with attached garages. We un full basements as an option. Foundation loads we assumed for our analysis were between 1000 and 3000 pounds s eW�nsho�ld on continuous offs actuals and construction um to Interior column loads of 10 p judge if what is to be built is different than described above. Subsurface Conditions Subsurface conditions were investigated by excavating four (4) test pits at the approximate locations shown on Figure 1. Our field manager was present during excavation to log soils found in test pits and obtain samples. Logs of test pits are presented on Figure 2. In the test pit excavations we found one foot of soft, moist, organic sandy clays underlain by dense to very dense, moist, sandy to clayey gravels with cobbles and boulders. A two foot thick layer of soft, very moist, sandy clay was found below the organic soils, above the gravels at our TP -1 location. The gravels are on excellent soil on which to found buildings and build roads. The gravels are capable of bearing comparatively high foundation loads with small settlements. Site Development in our opinion the site can be developed for single family homes. We found no geotechnical conditions to preclude construction. The property will generally remain In its natural -state. No overlot grading operations are planned. Earthwork will involve road building and installation of utilities. Finished excavationoes whenuld not avai[ableceed to pr2:1 ovideorizontal to geoiechnicai ,input. ical). We should review grading plans STRYKER/BROWN ARCHITECTS JOB NO. GS -1741 2 Where roads aro to be built and fill Is required to achieve subgrade elevation, ail topsoil and vegetation should be stripped prior to fill placement. Topsoil depths of 8 to 10 inches can bo used for estimating purposes. The subgrade in all fill areas below buildings, roads or other structures should be moisture conditioned to within 2 percent of optimum moisture content and compacted to at least 95 percent of maximum standard Proctor dry density (ASTM D 698). Subsequent fill should be placed in loose lifts not exceeding 8 inches in thickness, moisture conditioned to within 2 percent of optimum moisture content and compacted to at least 95 percent of maximum standard Proctor rydensity.. lacement and compaction of o! our firm during construction. i should be observed and testedby The performance of roads is influenced by utility trenchthia ac lifts, fill conditions. m We recommend all utility trench backfill bo placed isture conditioned to within 2 percent tarfids d Proctor dry density (ASTM D 698).timum moisture content and compacted ted to at least 95 percent of maxim We believe the gravels are Type C as described In the October, 1989 Occupation Safety and Health Administration (OSHA) Standards published by the Department of Labor governing excavations. The publication� indicabs aova es a m the axlmwam temporary slope of 1.5:1 (horizontal to vertical) for Type er table. We should view the excavation to confirm that soils are as anticipated. Foundation and Pavement Conce is At foundation depths we anticipate dense to very dense, sandy to clayey gravels with cobbles and boulders. The gravels areonexcellent soil on which to bear foundations. We anticipate footings supported by the natural gravels can be designed with allowable bearing pressures in the range of 3000 to 5000 psf, depending upon the siting of the individual building. Full depth basement floor elevations would likely be below groundwater elevations that occur shortly after peak snowmelt. At this writing, we recommend that full basements not be built. Final determination of basement feasibility can bo made as part of site specific design level investigations. Precautions such as drains below the floors connected to a foundation drain around the perimeter of the building will likely be needed where basements are feasible. The drains would need to discharge to a sump where the water collected could be and 1pied or to a yingtbasements Additional also be needed prevent water (both vaporquid) seepageo Slab-on grade floors placed on the natural gravels should perform satisfactorily. A leveling course which toclean wine nd #o break ravel ill be needed the possible to achieve a flat surface on pour concrete slabs raise of water via capillary action. The gravels are on excellent subgrade soil and soli to build road embankment fills with. The gravels used as fill should have a maximum particle diameter of approximately 4 inches. We anticipate recommended pavement sections of approximately 5 inches of full depth asphalt or 3 Inches of asphalt above 6 Inches of aggreg;: a base. STRYKER/BROWN ARCHITECTS JOB P40. GS -1791 EQ3 Surface Drains e The performance of roads, foundations and concrete flatwork is influenced by moisture conditions in the subsoils. Surface recommend rprovjdingis ldrair�age around wat this ind During development of site plans we away from buildings, roads and other din the design level, sI detailed surface investigations� recommendations will be provide Um a�na The discussion and preliminary P espits and are design criteria in preliminary developed based upon widely t by our teat planning purposes only. Variations in subsoil ationiaiwill nnosed to indicated be performed to holes should be expected. Additional lnv gc develop design and construction criieriafor lding foundations on a site embankment fill and utility trenoh bbasis. The placement and compaction of road backfill should be observed and tested ungconstruction by a ro� de geo echnlcai input when they of our firm. We should review grading p top are available. if we can be of further service In discussing the contents of this report or in the analysis of the proposed site development from a geotechnical view point, please call. We appreciate the opportunity to work with you on this protect. Please call if you have questions. Very truly yours, C //./ r Jo» e• 1ng,40- ./nch Manager •• • ', JM:lp (5 copies sent) STRYKER/BROWN ARCHITECTS JOB NO. GS -1797 • i 1 1 i 1 1 7 a 7 i 1 J 6.d cos cn w F w 0 z 0 H U W cm 0 z A 0 0 E Depth In Feet a 0 •-1 0 N +A iaad III qd j a • 0 N A h 31 1 1 -- .. al! a Llz 2: 14pi ill )�' 41 144 N z SUMMARY LOGS OF TEST PITS Job No. GS -1791 1 i is • • . • �. I .. - i , :_.t..2 1 ..I..LL 1. 1 i. :L. .1..0.-�,.t.ts.s.l I 1.19 2.0 2.35 4.76 9.52 19.1 36.1 16.2 127 200 0.42 152 _ ... J . 1 .005 ,' f• .009• :.. iL_.....L _ .037 J. 1.07 i l .. is .297 590 + OOt 002 .019 Q7, DOMEIER OF PARTICLE IN MILOMETERS GRAVEL, SILTY, CLAYEY WITH CASBLES( t,RAVEL _% D Sample of SLT&CtAY 2�--% QUID IT From �"i AT G TO 6 FEET • �� D12OMEiElt ANALYSIS SE+6E5 CLEAR SQUARE 5• • e- 11FAEREIDWGS .1, .1,•. .�� _•311• ¶—+--•—;d .,'...._..._.. ! .�. ': .r1+ { 20 . 1.. f i .... ' • ;_-l , .�. _....k.. ._.t.... € k . , � ._-.1_...1: X60 It 1 •r-;..10 • I k it 1 t t 4 . L......3 1.1 1 .ILIA _t..:...1100 1.76 9.52 19.1 36.t 76.2 127 203 152 45 Ml. 15 MY.Ic._ 60 MIN.19,MN. 4 MIIN. t r1„ .: . . 1001 70t .. .... 60. • -. 1- TO 0. 005 009 19 00S .002 t I • I1 .111 i : ?'k1.19 202.36 .037 07. 1/9 .297 .90 0.12 DIAMETER OF PARTICLE r1 MILLIMETERS 71 % SAND 20 ��6 Sample of GRAVEL. SANDY . w I TN CDBBLES { ' } GRAVEL_ RA E LAL Y_ g 7G t 2 From TP -3 AT 5 TO 6 FEET PLAST Cfl INDEX % Gradation Test Results JOB N0. GS -1791 FIG. 3 APPENDIX A SITE GRADING SPECIFICATIONS STRYKER/BROWN ARCHITECTS JOB NO. G&1791 EET SITE GRADING SPECIFICATIONS PARCELS 1 AND 2B RANCH AT ROARING FORK GARFIELD COUNTY, COLORADO 1. DESCRIPTION This item shall consist of the excavation, transportation, placement and compaction of material from locations tplans, or staked by the Engineer, ancssarytci���mOry street andoverlot elevations. These specifications shall also apply to compaction of excess cut materials that may be placed outside of the site boundaries. 2. GENERAL The Solis Engineer shall approve fill materials, method of placement, moisture contents and percent compaction, and shall give written approval of the completed fill. A representative of the Soils Engineer shall observe fill placement and check compaction and moisture during placement. 3. CLEARING JOB SITE The Contractor shall remove all trees, brush and rubbish before excavation or fill placement is begun. The Contractor shall dispose of the cleared material shall not be placed n ith a clean, neat appearing job site. mattareas to receive fill or where the Cleared material will support structures of any kind. 4. SCARIFYING AREA TO BE FILLED All topsoil and vegetable matter shall be removed from the ground surface upon which fill is to be placed. The surface shall then be plowed or scarified until the surface is free from ruts, hummocks or other uneven features, which would prevent uniform compaction by the equipment to be used. 5. COMPACTING AREA TO BE FILLED After the foundation for the fill has been cleared and scarified, It shall be disked or bladed until it is free from large clods, brought to the proper moisture content (see Rem 7) and compacted to not less than 95 percent of maximum density as determined in accordance with ASTM D 698. Landscaping areas should be compacted to not less than 90 percent of ASTM D 698. STRYKER/BROWN ARCHITECTS JOB NO. GS -1781 A-1 F_` 5 6. FILL MATERIALS Fill soils shall be free from vegetable matter or other deleterious substances. Cobbles and boulders are anticipated within the overburden soils. Rocks greater than 6 Inches in diameter should be removed from overiot fill material to a reasonable degree. Fill placed below buildings or roads so should not .contain aterials shall bo obtained from cut areas shown on ks larger than 4 Inches in diameter to a reasonable degree. the plans.or staked in the field by the Engineer. Onsite materials classifying as CL, CH, SC, SM, SW, SP, GP, GC, and GM are acceptable. Concrete,ot be used tar fga organic matter and other deleterious materials or debris shat 7. MOISTURE CONTENT Fill material classifying as CH, CL or SC (with more than 35% passing No. 200 sieve), non -expansive soils classifying as SM, SW, SP, GP, GC and GM (or SC with less than 35 percent passing No.200 sieve) shall be moisture treated to within 2 percent of optimum moisture content as determined from Proctor compaction tests. Sufficient laboratory compaction tests shall be made to determine the optimum moisture content for the various soils encountered in borrow areas. The Contractor may be required to add moisture to the excavation materials in the borrow area if, in the opinion of the Soils Engineer, It is not surfacee to obtain uniform ctor maybe required to rake ory ing water on the disk the fill soils fill to surface. The Con provide uniform moisture content through the soils. The application of water to fill material shall be made with any type of watering equipment approved by the Soils Engineer, which will give the desired results. Water jets from the spreader shall not be directed at the fill with such force that fill materials are washed out. Should to much water be added to any part of the fill, such that the material is too wet to permit the desired compaction from being obtained, roiling and all work on that section of the fill shall be delayed until the material has been allowed to dry to the required moisture content. The Contractor will be permitted to rework wet material in an approved manner to hasten its drying. 8. COMPACTION OF FILL AREAS Selected fill material shall be placed and mixed in evenly spread layers. After each fill layer has been placed, it shall be uniformly compacted to not less than the specified percentage of maximum density. It is STRYKER/BROWN ARCHITECTS JOB NO. GS -1791 A-2 L C C C preferable that fill below building areas be the native granular soils. The fill below building areas should be compacted to at least 100 percent of the maximum dry density determined In accordance with ASTM D 698. Fill outside of the building •area shall be compacted to at least 95 percent of maximum density as determined in accordance with ASTM D 698. Fill placed In future landscape areas may be compacted to 90 percent maximum ASTM laced 698 dry dials does not exceed 8 incheterial shall bes and he such lift ickness of thickness loose materials does not :exceed 6 inches. 9. PLACEMENT OF FILL ON NATURAL SLOPES Where natural slopes are steeper than 20 percent in grade and the placement of fill is required, cut benches shall be provided to place fill upon. Benches shall be 8 to 12 feet In width to allow for compaction equipment. Larger bench widths may be required by the Engineer. Fill shall be placed on completed benches as outlined within this specification. 10. COMPACTION OF SLOPES Fill slopes shall be compacted by means of sheepsfoot rollers or other suitable equipment. Compaction.operations shall be continued until slopes are stable, but not too dense for planting, and there is no appreciable amount of loose soil on the slopes. Compaction of slopes may be done progressively in increments of three to five feet (3' to 5') In height or after the fill Is brought to its total height. Permanent fill slopes shall not exceed 2:1 (horizontal to vertical) without approval of the Soils Engineer. 11. INSPECTION AND TESTING OF FILL Inspection and testing by the Soils Engineer shall be on a daily basis during the placement of fill and compaction operations so that he can declare the fill was placed in general conformance with specifications. 12. SEASONAL LIMITS No fill material shall be placed, spread or rolled while it Is frozen, thawing, or during unfavorable weather conditions. When work Is interrupted by heavy precipitation, fill operations shall not be resumed until the Solis Engineer indicates that the moisture content and density or previously placed materials are as specified. STRYKER/BROWN ARCHITECTS JOB NO, G8.1701 A-3 • ' ALL MOUNTAIN STRUCTURES, INC. PO Box 316 303 West Main, Suite 202 New Castle, CO 81647 (970) 984-0492 Phone/ (970) 984-0493 Fax FAX COVER SHEET SEND TO PLANNING DEPT. FROM James Nichols ATTENTION ARNO RESPOND BY DATE OFFICE LOCATION OFFICE LOCATION New Castle FAX / PHONE FAX (970) 984-0493 / PHONE (970)984-0492 Urgent El Reply ASAP El Please Comment 2 Please Review FYI Li Total Pages, Including Cover Sheet Dear Arno, 3 This fax is in response to your phone message. Attached is an updated Structural Review from Westar Engineers in Rifle. The design criteria is derived from the CTUThompson Geotechnical Report. The foundation plan and details meet the criteria for this site and are approved by the Engineer. It has come to my attention that the General Notes on sheet 2 contain references to another lot. I will provide an updated sheet this afternoon. Sincerely, Jim Nichols President, All Mountain S , uctures, Inc. 05 -Sep -01 FAXED ON BY AT Fax # 470 INSPECTION WILL NOT BE MADE UNLESS THIS CARD IS POSTED ON THE JOB 24 HOURS NOTICE REQUIRED FOR INSPECTIONS BUILDING PERMIT GARFIELD COUNTY, COLORADO Date Issued1 41/01 Zoned Area Permit No..3f 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 by notice from the County Building Inspector and IMMEDIATELY BECOME NULL AND VOID. Use i iP PIM.# 1 Address or Legal Description Owner Att MOLlfrilfti ! 't 41 On eretO1 659^.4 • • telt:_.A (_c ' .ia x.` veliti 4 ontractor Setbacks Front • Side This Card Must Be Posted So It is Plainly Visible From The Street Until Final Inspection. INSPECTION RECORD Footing /f. —O INIIIIIIIIIIIIIIII Foundation /114-0/ t .11111111111111.1 Underground Plumbing 6 1V0 A Insulation! 6Z A , dillIME Rough Plumbing ...) — . JP Drywall igti1gm % I Chimney & Vent Gar``d & ATM Electric Final (by State Inspector) Fp ! W Gas Piping /j R Final Jo-P:g-o2_ 5 ---,--•,,, Electric Rough (By State Inspector) arn Septic Final Ok. Framing — f (To includ • oof in place and Windows and Doors installed). v a 1 � ,_ i �r $Q �° f�r1 ALL LISTED ITEMS MUST BE INSPECTED AND APPROVED BEFORE COVERING: WHETHER INTERIOR OR EXTERIOR, UNDERGROUND OR ABOVE GROUND. . THIS PERMIT IS NOT TRANSFERABLE 109 8th Street County Courthouse Glenwood Springs, Colorado. DO NOT DESTROY THIS CARD ate - APPROVED Dat L By :± !4 A IF PLACED OUTSIDE - COVER WITH CLEAR PLASTIC THE FOLLOWING PAGES ARE THE BEST COPY AVAILABLE AT TIME OF SCANNING