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Home My WebLink AboutB11-0028NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES 0'. MWIN OF VAQ,' ` Town of Vail, Community Development, 75 South Frontage Road, Vail, Colorado 81657 p. 970.479.2139, f. 970.479.2452, inpsections 970.479.2149 COMBINATION BLDG PERMIT Permit #: 1311 -0028 Job Address: 2430 CHAMONIX RD VAIL Location......: Parcel No....: 210311415001 OWNER ICELIUX LLC 03/17/2011 147 GUTENBERG MEXICO DF 11590 APPLICANT NEDBO CONSTRUCTION P.O. BOX 3419 VAIL CO 81658 License: 251 -A CONTRACTOR NEDBO CONSTRUCTION P.O. BOX 3419 VAIL CO 81658 License: 251 -A Description: DECK EXPANSION & CHANGE RAILINGS 03/17/2011 Phone: 970-845-1001 03/17/2011 Phone: 970-845-1001 Project #: Applied.....: Issued... PRJ10 -0623 03/17/2011 04/28/2011 Occupancy: Type Construction: Valuation: $18,000.00 .......................................<... ....,................ »......,.. FEE SUMMARY ..............,...,.>,.................,...... ...................,........... Building Permit ------ - - - - -> $293.25 Bldg Plan Check ----- - - - - -> $190.61 Use Tax Fee------------------ - - - - -> $160.00 Electrical Permit ---- - - - - -> $0.00 Elec Plan Check ------ - - - - -> $0.00 Restuarant Plan Review--- - - - - -> $0.00 Mechanical Permit - - - - - -> $0.00 Mech Plan Check ---- - - - - -> $0.00 Additional Fees--------------- - - - - -> $0.00 Plumbing Permit --- - - - - -> $0.00 Plmb Plan Check ---- - - - - -> $0.00 Recreation Fee--------------- - - - - -> $0.00 Investigation------------------ - - - - -> $0.00 Will Call ------------------------------ > $0.00 TOTAL PERMIT FEES -- ----------- > $643.86 Payments -- ---------------------------- > $643.86 BALANCE DUE------------------ - - - - -> $0.00 DECLARATIONS I hereby acknowledge that I have read this application, filled out in full the information required, completed an accurate plot plan, and state that all the information as required is correct. I agree to comply with the information and plot plan, to comply with all Town ordinances and state laws, and to build this structure according to the town's zoning and subdivision codes, design review approved, International Building and Residential Codes and other ordinances of the Town applicable thereto. REQUESTS FOR INSPECTION SHALL BE MADE TWENTY -FOUR HOURS IN ADVANCE BY TELEPHONE AT 970.479.2149 OR AT OUR OFFICE FROM 8:00 AM - 4:00 Sig tur of Ow er or Con actor )) Date 4 , v bD Print Name combination permit_012811 OVARLW ... xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx. xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx +. +xxxxxxxxxxxxxxxxxx CONDITIONS OF APPROVAL TO BE MET PRIOR TO FINAL SIGN OFF Permit #: B11 -0028 Owner: ICELIUX LLC combination permit_012811 Address: 2430 CHAMONIX RD VAIL Location: ONE: TOWN wwwwwwww, twwwww, rwww wwww,+ wwwwwwwww, twwwwwwww+ rww wwwwwwww, twwwwww, twwwwww, r, rwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwww Permit #: B11 -0028 Owner: ICELIUX LLC REQUIRED INSPECTIONS AND STATUSES Address: 2430 CHAMONIX RD VAIL Location: wwww wwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwww, t, rwwwwwwwwwww, twwwwww wwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwww Item: 00090 BLDG -Final combination permit_012811 TOWN OF VAIL, COLORADO Statement Statement Number: R110000376 Amount: $453.25 04/28/201103:43 PM Payment Method: Check Init: LC Notation: #40143 / NEDBO CONSTRUCTION ----------------------------------------------------------------------------- Permit No: Bll -0028 Type: COMBINATION BLDG PERMIT Parcel No: 2103 - 114 - 1500 -1 Site Address: 2430 CHAMONIX RD VAIL Location: Total Fees: $643.86 This Payment: $453.25 Total ALL Pmts: $643.86 Balance: $0.00 ACCOUNT ITEM LIST: Account Code Description Current Pmts -------------- - - - - -- ------------------------ - - - - -- ------ - - - - -- BP 00100003111100 BUILDING PERMIT FEES 293.25 UT 11000003106000 USE TAX 4 96 160.00 ************************************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** TOWN OF VAIL, COLORADOCopy Reprinted on 01 -11 -2013 at 11:24:56 01/11/2013 Statement ************************************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Statement Number: R110000185 Amount: $190.61 03/18/201109:01 AM Payment Method: Check Init: DR Notation: CK# 40033 ROLLIE ----------------------------------------------------------------------------- Permit No: Bll -0028 Type: COMBINATION BLDG PERMIT Parcel No: 2103 - 114 - 1500 -1 Site Address: 2430 CHAMONIX RD VAIL Location: Total Fees: $643.86 This Payment: $190.61 Total ALL Pmts: $643.86 Balance: $0.00 ************************************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** ACCOUNT ITEM LIST: Account Code Description Current Pmts -------------- - - - - -- ------------------------ - - - - -- ------ - - - - -- PF 00100003112300 PLAN CHECK FEES 190.61 p, 4141 �g Depa Po4 • _ p. . rtment of Community Development 75 South Frontage Road s, Vail, Colorado .81657 " Tel: 970- 479 -2128. Web: www.vailgov.com Development Review Coordinator'.. BUILDING PERMIT APPLICATION (Separate applications are required for alarm & sprinkler) Project Street Address: (Number) (Street) (Suite #) Building /Complex Name: Contractor Information Business Name: 'Me---nisy �S�J! SS► �� Business Address: Fn &,t 3y I y City II_ State: e.0 Zip: S) toss Contact Name: PA- VR\CY.'P tNMEL_ L_ Contact Phone: Ct l D - 9 "li - 0 Say Contact E -Mail: p(�� Contractor Registration Number: pt'I — A Sf E Owner /Owner's Representative Signature (Required) Project Information Owner Name: = ELI II X KLC_ Parcel #: ;� \,D-3- i i L4 - 1 .9 - nn i (For Parcel #, contact Eagle County Assessors Office at (970- 328 -8640 or visit www.eaglecounty. uslpatie) Project #: DRB #: yjlt7 0 5a� Building Permit #:U - 02 Lot #: Block # Subdivision: Work Class: New ( ) Addition ( ) Alteration ( L.-� Type of Building: Single - Family ( ) Duplex ( ) Multi - Family (►j' Commercial ( ) Other( ) Work Type: Interior ( ) Exterior ( ) Both ( ) Value of all work being performed: $ �A flDD.OD (value based on IBC Section 109.3 & IRC Section 108.3) Electrical Square Footage _ /V A - Detailed Scope and Location of Work: —nec_y -f�-q 5. igi-L MAr-c-guaLs To RJAILIMCA TO ► 110 (use additional sheet if necessary) For Office Use Only: Fee Paid: Received From: Cash Check # _ CC: Visa / MC Last 4 CC # Auth # exp date: Date Received: (1 FF C6 FE a v LE MAR 16 2011 TOWN OF VAIL 01 -Jan-11 Valuation of Work Included Plans Included Work Electrical ( )Yes (VINo ( )Yes (v-No Mechanical ( )Yes ( ✓)No ( )Yes (--")No Plumbing ( )Yes ( ONO ( )Yes (✓�No Building ( ✓)Yes ( )No (Yes ( )No Value of all work being performed: $ �A flDD.OD (value based on IBC Section 109.3 & IRC Section 108.3) Electrical Square Footage _ /V A - Detailed Scope and Location of Work: —nec_y -f�-q 5. igi-L MAr-c-guaLs To RJAILIMCA TO ► 110 (use additional sheet if necessary) For Office Use Only: Fee Paid: Received From: Cash Check # _ CC: Visa / MC Last 4 CC # Auth # exp date: Date Received: (1 FF C6 FE a v LE MAR 16 2011 TOWN OF VAIL 01 -Jan-11 Department of Community Development 75 South Frontage Road Vail, Colorado 81657 Tel: 970 -479 -2128 x. Fax: 970 -479 -2452 ` Web: www.vailgov.com evelopment Review Coordinator BUILDING PERMIT APPLICATION Separate permits are required for electrical, plumbing, mechanical, fireplace, etc. Project Street Address: 7-430 CKAmo-niX j e4 nt (Number) (Street) (Suite #) Building /Complex Name: Contractor Information: Company: /1%eJt -.,.D Company Address: PO &K 3LIIC1 City: Vki I State: CC) Zip: Contact Name: ?411 ck tP4,ry.�l Contact Phone: Q-70-C417- 0324 E -Mail ' hAr i'v_ tam 11 Town of Vail =14--l. ation No.: A Z$1 %� Contractor Signature (r uired) Property Information P 1 #0 2-103 - I1 001 Office Use: Project #: l DRB #: (� 05-Z U Building Permit #: Detailed Scope and Location of Work: �4vl 1 Fxis)1rc, Lek All n4kr.- 6 le, r��,�h �c;��►�. Nf'J Iki1i!16 40 rrtw�th Ekfj�✓ try, "('rocs �� {1imf.i✓I �Mdii7�r�. (use additional sheet if necessary)yn�� t, Work Class: New( ) Addition (K) Remodel ( ) Repair ( ) Other ( ) Work Type Interior ( ) Exterior Both ( ) arce (For parcel #, contact Eagle County Assessors Office at 970 - 328 -8640 or Type of Building: visit www.eaglecounty.us /patie) 11 Single- Family (X) Duplex ( ) Multi - Family ( ) Lot #: 17- Block # Q Subdivision: '401 N�1_6V_ fil ) Commercial( ) Other( ) Tenant Name: Owner Name: 16 E LT VX LL(.. Valuations (Labor & Materials) Building: $ 1 fry Ob0, 00 Plumbing: $ Electrical: $ Mechanical (including Fireplace): $ Total: $ lj 000. W C: \edev \forms\ permits\ building\ residential _building _permit_010110 Does a Fire Alarm Exist? Yes ()C) No( ) Monitored Alarm? Yes (x) No( ) Does a Sprinkler System Exist? Yes ( ) No (X) # & Type of Existing Fireplaces: Gas Appliances ( ) Gas Log ( ) Wood /Pellet ( ) Wood Burning ( ) # & Type of Proposed Fireplaces: Gas Appliances ( ) Gas Log ( ) Wood /Pellet ( ) Wood Burning ( ) Date Received: Vail Fire Department Asbestos Testing & Abatement Requirements Asbestos testing and abatement protects workers, homeowners, neighbors and emergency services responders from ex- posure to harmful asbestos. The Town of Vail asbestos abatement program is in addition to the State of Colorado's regu- lations. It is your responsibility to be in compliance with the State. Please contact the State directly for their requirements at the contact info listed below. When is asbestos testing required? ANY building projects disturbing more than these threshold levels of building materials require asbestos testing: One- and Two - Family Dwellings: 30 square feet All Others: 160 square feet Asbestos testing results must be provided with your application for a building permit. Tests which identify POSITIVE results at more than 1% require abatement by a State - certified and Vail- registered abate- ment contractor. An asbestos abatement permit must be approved, and the clearance letter must be submitted to the Town of Vail before the building permit will be issued Project Checklist My project falls into the category checked below: X Will not disturb more than the threshold limits identified above. Tested negative, or at 1% or below (2 copies of test results included) Tested positive at more than 1 %, requires abatement (2 copies of test results included) Tips & Facts: • Even recent construction projects may include asbestos - containing materials, so buildings of gny age require testing. • The "1989 Ban" on asbestos - containing materials is commonly misunderstood. "In fact, in 1991 the U.S. Fifth Circuit Court of Appeals vacated much of the so- called "Asbestos Ban and Phaseout" rule and remanded it to the EPA. Thus, much of the original 1989 EPA ban on the U.S. manufacturing, importation, processing, or distribution in commerce of many asbestos - containing product categories was set aside and did not take effect." - CDPHE Asbestos test results and abatement permit applications should be submitted to: Town of Vail, Community Development, 75 S Frontage Rd, Vail, CO, 81657. Town of Vail Contact: David Rhoades, Fire Inspector Vail Fire Department 75 S Frontage Rd drhoades @vailgov.com 970 - 477 -3454 www.vailgov.com C: \cdev \forms \permits \bu i 1 ding \res identia I_buil d ing_permit_010110 State of Colorado Contact: Colorado Department of Public Health and Environment Asbestos Compliance Assistance Group 303 - 692 -3158 asbestos@state.co.us www.cdphe.state.co. us 11;1►I �.crr.tJ�dr� C�YE�r�'e.1�.T Design Review Board ACTION FORM Department of Community Development 75 South Frontage Road, Vail, Colorado 81657 tel: 970.479.2139 fax: 970.479.2452 web: www.vailgov.com Project Name: ICELIUX /GOMEZ DECK EXPANSION DRB Number: DRB100520 Project Description: EXPAND UPPER DECK BY 5' TO THE EAST, MATCH UPPER RAILINGS TO LOWER RAILINGS. ALL WORK WILL BE BEHIND THE TREES. Participants: OWNER ICELIUX LLC 09/30/2010 147 GUTENBERG MEXICO DF 11590 APPLICANT NEDBO CONSTRUCTION P.O. BOX 3419 VAIL CO 81658 License: 251 -A CONTRACTOR NEDBO CONSTRUCTION P.O. BOX 3419 VAIL CO 81658 License: 251 -A Project Address: 2430 CHAMONIX RD VAIL 09/30/2010 Phone: 970 - 845 -1001 09/30/2010 Phone: 970-845-1001 Location: Legal Description: Lot: 12 Block: B Subdivision: VAIL DAS SCHONE FIL 1 Parcel Number: 2103 - 114 - 1500 -1 Comments: BOARD /STAFF ACTION Motion By: Action: STAFFAPP Second By: Vote: Date of Approval: 10/05/2010 Conditions: Cond: 8 (PLAN): No changes to these plans may be made without the written consent of Town of Vail staff and /or the appropriate review committee(s). Cond: 0 (PLAN): DRB approval does not constitute a permit for building. Please consult with Town of Vail Building personnel prior to construction activities. Cond: 201 (PLAN): DRB approval shall not become valid for 20 days following the date of approval, pursuant to the Vail Town Code, Chapter 12 -3 -3: APPEALS. Cond: 202 (PLAN): Approval of this project shall lapse and become void one (1) year following the date of final approval, unless a building permit is issued and construction is commenced and is diligently pursued toward completion. Planner: RACHEL FRIEDE DRB Fee Paid: $20.00 2 chcn and associate CONSULTING GEOTECHNICAL ENGINEERS 5080 RD. 154 GLENWOOD SPRINGS. COLORADO 81601 305/945 -7458 SOIL AND FOUNDATION INVESTIGATION PROPOSED RESIDENCE, LOT 12, BLOCK B, VAIL DAS SCHONE RESUBDIVISION, FILING 1, CHAMONIX ROAD, TOWN OF VAIL, EAGLE COUNTY, COLORADO Prepared For: Corey :Schmidt . I P.O. Box 2560 i Vail, CO 81658 Job No. 27,231 December. 28, 1983 OFFICES: GASPER • COLORADO SPRINGS • DENVER • SALT LAKE CITY TABLE OF CONTENTS CONCLUSIONS SCOPE OF WORK PROPOSED CONSTRUCTION SITE CONDITIONS SUBSOIL CONDITIONS FOU14DATION RECOMMENDATIONS FLOOR SLABS UNDERDRAIN SYSTEM SURFACE DRAINAGE LIMITATIONS FIGURE 1 - LOCATION•OF EXPLORATORY HOLES FIGURE 2 -.LOGS-OF EXPLORATORY HOLES FIGURE 3 - LEGEND & NOTES OF EXPLORATORY BOLES FIGURE 4 - SWELL = CONSOLIDATION TEST RESULTS FIGURE S -. GRADATION TEST RESULTS TABLE I - SUl,1TtARY OF LABORATORY TEST RESULTS 1 1 1 2 2 3 5 6 6 7 CONCLUSIONS The proposed residence can be founded with spread footings placed on the natural clayey sandy gravels and' designed for a maximum bearing pressure of 3,000 psf. An upper clay layer, with moderate swell potential, was encountered at the upper boring on the lot and will require special considerations during construction. Geotechnical design and construction considerations for the proposed development are presented in the body of this report. , SCOPE OF WORK This report presents the results of a soil and foundation investi- gation for the proposed residence to be located on Lot 12, Block B, of Vail Das Schone Resubdivision, Filing 1, Chamonix Road, Town of Vail, Eagle County, Colorado. This report has been prepared to summarize the data obtained and to present our conclusions and recommendations based on the proposed construction and the subsurface conditions encountered. Design parameters and a discussion of geotechnical engineering considerations related to the construction of the proposed facility are included. PROPOSED CONSTRUCTION At the time of this report preparation, specific design and construction plans for the residence had not been developed. Generally, the proposed structure is expected to be 2 stories in height with a lower level excavated into the hillside. Maximum cut depths on the order of 10 to 15 feet are anticipated and foundation loadings are expected to be light. The residence will be located on the west central portion of the lot and -2- -` contain about 1,500 square feet on the 2 levels proposed. JW Once specific building plans have been developed, this office should be- notified for geotechnical review and re- evaluation of the recommendations contained herein. SITE CONDITIONS At the time of our field investigation, the site was undeveloped, vacant property with vegetation consisting primarily of native weeds and grasses. The lot is situated on the lower portion of the northwest valley side which slopes down to the southeast towards Interstate 70 and Gore Creek. Topographically, the ground surface within the lot slopes -j down moderately steep to very steep to the northeast. Grades range from about 20% to 30% within the southwest to west central and south central portion of the site and increase to 40% to 70 to the north and east. Maximum elevation differential across the probable building area is on the order of 10 to 12 feet. A maximum fill depth of about 8 feet from Chamonix Road embankment is located along the west site boundary. Approximately 2 feet of-snow and relatively steep grades at.the site required the use of track mounted drill equipment to access the site. SUBSOIL CONDITIONS The subsoil conditions were evaluated by drilling 2 exploratory holes at the locations shown on Figure 1. Graphic logs of the profiles encountered are presented on Figure 2. The results of laboratory testing including unconfined compressive strength, swell - consolidation tests, gradation analyses and other index properties are presented on Figures 4 ti and 5 and summarized in Table I. • � 1 z -3- As indicated by the logs, the subsurface profile is relatively uniform and consists predominantly of medium to very dense clayey sandy gravels with occasional to numerous cobbles and occasional boulders. Hole 1 encountered a ill foot topsoil layer overlying the gravels. Hole 2 encountered a 131 foot topsoil layer above 91l feet of very stiff clays overlying the gravels. The maximum depth explored was 39 feet in Hole 1. Refusal to power auger drill equipment was encountered in Hole 2 at 18 feet due to the material density and size. The borings encountered occasional clayey sand layers within the coarse granular deposit. Swell - consolidation tests performed on samples of the clay encountered in Hole 2, indicate a low to moderate swell potential when the samples were subjected to loading and wetting (Figure 4). Results of gradation tests performed on the minus ill inch size fraction of the gravel deposit are presented on Figure 5. Free -water was not encountered in the borings at the time of drilling or when checked 6 days later. FOUNQATIQN RECO'LRIENDATIONS The very stiff clays encountered to 11 foot depth in Hole 2 possess a low to moderate swell potential and are undesirable for spread footing foundation support. The proposed bench cut for the walkout lower level of the residence is expected to require excavation depths on the order of 10 to 15 feet within the vicinity of Hole 2. Cut depths on this order will likely penetrate the expansive clays exposing the dense clayey sandy gravels for foundation and slab support. Considering the proposed construction and general subsoil and topographic conditions at ti =K `t� is. the site, we believe spread footings placed on the natural granular= IMES soils can be used for support of the structure. The following design zy and construction criteria should be observed: -= 1) Footings placed on the natural clayey sandy gravels below the existing topsoil and expansive clays may be designed for a maximum bearing pressure of 3,000 psf. Total settlements are anticipated to be in the range of about � to 3/4 inch with differential settlements of about inch. The settlements due to dead load of the structure will almost all occur during construction. '-F 2) Footings should have a minimum width of 16 inches for walls and 2 feet for columns. 3) Continuous foundation walls should be adequately reinforced top and bottom to span an unsupported length of at least 10 feet. Foundation3: walls acting as retaining structures should be designed to resist a. lateral earth pressure corresponding to an equivalent fluid weight of 40 pcf. We assume the backfill will consist of non - expansive on -site granular soils free of oversized material and compacted to a minimum 90% of standard Proctor density. The backfill surface should be graded to slope down-and away from the structure. 4) Exterior footings should be provided with adequate soil cover above their bearing elevation for frost protection. S) Areas of loose or soft material or expansive clays encountered within the foundation excavation should be removed and the footings extended down to the undisturbed natural soils. 6) A representative of the soil engineer should observe the excavations prior to concrete placement. r FLOOR SLABS =r.€ ti Floor slabs present a difficult problem where swelling soils are present near floor slab elevation because a sufficient dead load cannot be imposed on them to resist the uplift pressure generated when the ?~ soils are wetted and expand. Based on the moisture volume change characteristics } of the stiff clays encountered, we recommend that any clays remaining at _ floor slab grade within -the lower level excavation be removed and replaced with nonexpansive fill. If significant depths of clay are encountered x' below slab grade, an alternative to removal and replacement would be a '`1y structural floor above a well ventilated crawl space. To reduce the effects of some differential movement, the floor 'yr slabs should be separated from bearing walls and columns with an expansion joint which allows unrestricted vertical movement. Floor slabs should r be provided with control joints to reduce damage due to shrinkage cracking and the slabs should be adequately reinforced. We suggest that control joints be provided on the order.of 15 feet on center. A minimum 4 inch free draining granular layer may be placed beneath floor slabs to aid in drainage and provide a uniform surface for concrete placement. This material should consist of aggregate with.less than 5% passing the No. 200 sieve and'more than 50% retained on the No. 4 sieve. Fill placed beneath floor slabs should be a non- expansive material compacted to at least 95% of the maximum standard Proctor density at a moisture content near optimum. Prior to fill placement, the ground surface should be stripped of vegetation, topsoil and debris and compacted to 95% of the maximum standard Proctor density at near optimum moisture. -b- The on -site clayey sandy gravels devoid of vegetation, topsoil and oversized rock should be suitable for use as structural fill. The on- site clays are suitable for overlot grading, but should not be used for structural fill. UNDERDRAIN SYSTEM Although free water was not encountered in the test borings at the time of our investigation, it has been our experience in mountain areas that localized seeps or perched water can development during times of seasonal runoff. Therefore, all below grade levels excavated into the hillside should be protected by an underdrain system. The underdrain should consist of a perforated pipe installed in a gravel -- filled trench placed at least 1 foot below adjacent floor slab or crawl space grade and sloped on a minimum 1% grade to suitable gravity outlet. Free- draining granular material placed below floor slabs should be connected to the underdrain system. The gravel drain material should contain less than 5% passing the No. 200 sieve and more than 50% retained on the No. 4 sieve. SITE GRADING We assume that the lower level excavation will be constructed by overexcavating the slopes to a stable configuration rather than utilizing a temporary retaining system. We suggest that temporary excavation slopes in the soils be constructed no steeper than 1 horizontal to 1 vertical. Some minor surface sloughing may occur adjacent to the slope faces at these angles; however, large -scale slope failures are unlikely. rSi -.Y� • :...I 1. •.. . -7- Permanent unretained cuts in the overburden soils less than 15 feet in height may be 2 horizontal to 1 vertical. The risk of slope instability will be significantly increased if seepage is encountered in the cuts. We do not anticipate seepage will be encountered. However, if it is, a stability investigation should be conducted to determine if the seepage will ;c< adversely affect the cut. SURFACE DRAINAGE The following drainage precautions should be observed during con- struction and maintained at all times after the facility has been completed: 1) Excessive wetting or drying of the soils exposed in the foundation excavation and underslab areas should be avoided during construction. 2) Miscellaneous exterior backfill around the building should consist of non - expansive granular materials moistened or dried to near optimum and compacted to at least 90% of the maximum standard Proctor density. 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 b inches in the first 10 feet. Site grading should be planned to divert surface runoff away from the structure. G) Roof downspouts and drains should discharge well beyond the limits of all backfill. LIMITATIONS This report has been prepared in accordance with generally accepted geotechnical engineering practices in this area for use by the client for design purposes. The conclusions and recommendations submitted in this report are based upon the data obtained from the exploratory holes drilled at the locations indicated on the exploratory hole plan. The nature and extent of variations between the exploratory holes may not become evident until excavation is performed. If during construction, existing fill, soil, rock or water conditions appear to be different from those described herein, this office should be advised at once so `that re- evaluation of the recommendations may be made. 6:e recommend on- site observation of excavations and foundation bearing .strata by a soil engineer. CHEN AND ASSOCIATES, INC. BY . 0 1 �' ZN.� Stephen A. Down do Reviewed Byk__;Ki666e David M. i Colorado R SAD /dc cc: Bridge Street Real Estate & Investment Co. Attn: Alvin R.B. Knoblock 7 lle, P. E. red Engineer #11287 Tract 11 Commcre is I Area Approx. I Sca1c / 1" =50' 1. \` Approxima llaillOnix Setbac1C� \` }load /� �Iilies 1 / L'uilding i Location - � 0 Itolc 1 11010 /licit '-Lark ground 5t act I'roptcry Lines at approximat propert} cornea 1.1 =100' surucd I:oi< 12 LO 11 r- - I Vail Das Schonc Fi I ing I -2- 'S1 LOCATION 01: I- APLORA•I.01t1'- IIOI.IS 1 ' then and associates, inc. F;9• � 1 95 90 85 80 75 v. 0 0 65 S5 atl 40 11010 1 1;1 =82.0' Assumed Lower Floor I.cvcl 15/12 .fl• 0o- 10/6, 20/9 •0• 0 27/12 WC =7.6 - 200=18 a. 25/6, 45/7 O •b° 50/0 '0 /S Hole 2 1:1=92-S' N U 0 C O ,- I LOGS OF lMILORNI'ORY II0111is Fig Chen and Associates, inc. 95 8�6 14/9 90 E)1) =1 10.4 - 200 =90 l.1, =4 " 1' 1 =2� 85 120112 WC =16.0 I)U =1I2.s UC =9850 80 75 70 65 60 55 50 45 40 N U 0 C O ,- I LOGS OF lMILORNI'ORY II0111is Fig Chen and Associates, inc. :At 1're ^ r- 2 o * / ^' 0 / c o l * m 2 0 .1-4 o l m * Z j | 2r'-2Jl Y� � ` � ~ rx^�]0 ��]�v� ��O��XB^�8, inc. U.' m m APPLIED PRESSURE --kof Dry Unit Weight 110.4 pcf Sample of: clay, slightly sandy Hole 2 at 3' Er under consLanL U.' m m APPLIED PRESSURE --kof `u ,v APPLIEDPREGGURE - -ku( Fig 4 .' �� ` ' Moisture Content percent Sample of: clay, sandy From: 11010 2 at 8' Ixuaijj n'undei constant `u ,v APPLIEDPREGGURE - -ku( Fig 4 .' �� ` ' v v v r � r ` ,•, T A 9 L E I Job No. 27,231 S U M M A R Y OF LABORATORY TEST RESULTS 01 i .. -- RT Yr 06 -22 -2011 Inspection Request Reporting Page 8 4:33 pm Mail, CO - City Of Requested Inspect Date: Thursday, June 23, 2011 Site Address: 2430 CHAMONIX RD VAIL A/P /D Information Activity: B11 -0028 Type: COMBO Sub Type: AMF Status: ISSUED Const Type: Occupancy: Use: Insp Area: Owner: ICELIUX LLC Contractor: NEDBO CONSTRUCTION Phone: 970 - 845 -1001 Description: DECK EXPANSION & CHANGE RAILINGS Requested Inspection(s Item: 90 BLDG -Final Requestor: NEDBO CONSTRUCTION Comments: 977 -0327 Assigned To: J GON Action: Time Exp: �I Inspection History Item: 90 BLDG -Final Requested Time: 10:00 AM Phone: 970 - 845 -1001 -or- 970 -977- 0268 Rollie cell Entered By: JMONDRAGON K REPT131 Run Id: 13219