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Home My WebLink AboutDocuments & Projects - 1994-2002TOI^,AIOFVAIL 75 S.FRONTAGEROAD VAIL, CO 81657 970479-2738 Desciption: NEW SFR Occupancy Occupancy Unknown Occupancy Unj<nolvrr Number of Dwelling Units: Fireplace Information: Restricted: PROIECT TITLE: NEW (SFR,P/9DLIP) PERMIT Job Address: 3797 LUPINE DR VAIL Location.....: ParcelNo...: 270111101002 Project No : ?? otoot** oF coMMUNrrv osvEr,llME,..r h+ rl R H >nd 44L NOTE: THIS PERMT MUST BE POSTED ON TOBSITE AT ALL TIMES Permit #: 895-0202 FINAL 07 /03/79es 08/03/7ee5 01./30/2002 APPLICAIIT,J.I-,. VIEIJE CONSTRUCTION O7/03/L995 Phone: 97O-4'75-3082 1OOO S FRONIAGE RD WEST #202 VAII-, CO 8L657 License: 188-A 000152 CONTRACTOR iT.L. VIEI-,E CONSTRUCTION 07 /03/1995 1OOO S FRONTAGE RD WEST #202 VAII-, CO 8L6s7 L,,icense:188-A 000152 O$INER MORAN CHIJOE HEI-'D O7/03/L995 1480 BOHNS POINT RD WAYZATA MN 5s3 9L License: Phone: 97O-476-3O82 Phone : .,"J:rf!! rn. Dev. anproved :0"# Refund Type Zone 1 V-N Zone 1 V-N Tota1s... 1 Factor 77.90 20 .60 # of Gas Appliances: 0 arnount date Sq Feet Valuation 4,782 9372,51-7.80 618 $12, 730.80 5, 400 $995, ooo. 00* Town of Vail Adjusted Valuation: $996,000.00 # ofGas Logs: L #of FEE SUMMARY Total Calculated Fees-> Additional Fees-> Total Perrrit Fes-> Payments-.-> BAL{NCE DUE-> Wood Palleh 0 s9, 09? . 60 $0 .00 $9,097.60 $9. 097 . 50 $0. 00 Building-> Plan Check-> Investigation-> will call-> $4, 324 . 00 $2,810.60 s3 .00 Restuarant Plan Review-> DRB Fee_-> Recreation Fee-> Clean-uP DePcsit-> TOTAL FEES_--> $0.00 $400. 00 s810.00 $7s0.00 $9, o97 . 50 'r >C,.. Approvals:Itdm: 05100 BUIITDfNG DEPARTIIIEIiII 07l1-8l19es DAN Item: 05400 PLANNING DEPARTMENT 07 / 25 / 1-995 RjAlrDY o7 /28/1-995 RjAIiIDY o7 /28/a995 RjAIiIDY o7 /28/L995 RjLIIDY Item: 05600 FIRE DEPARTMEMT Action: APPR Action: APPR aee conditions Action: APPR see conditions Action: CAlitC Action: APPR projecu approved ' 07 /25/r.995 DAlr Item: 05500 PITBLIC WORKS 0'7 /2L/L995 eHARr.,rE AcIion: APPR AcLion: APPR See page 2 of this Document for any conditions that may apply to this permit. DECLARATIONS I hereby acknowledge that I have read this apptcatiory filled out in full the infonnation required, completed an accurate plot plan, and state that all the inforrration as required is correct. I agree to comply with the inforsration and plot plar; to comply with all Town ordinances and state laws, and to build this structure according to the towns zonin5 and subdivision codes, design review approved, Uniforur Building Code and other ordinances of the Town applicable thereto. REQUESTS FOR INSPECTION SHALL BE MADE TWENTY-FOUR HOURS IN ADVANCE BY TELEPHONE N 47r2749OR AT OUR OFFICE FROM 8:00 AM - 4 PM. SIGNATI,JRE OF OWNER OR CONTRACTOR FOR HIMSELF AND OI^AIET PAGE 2 CONDITIONSOF APPROVAL Permit #: B954202 as of 01-09-2003 Status: FINAL ****rk***rH!ffi**********************ffirffi******************H*rH{iffi***#***#*ffi Pennit Type: NEW (SF&P/$DUP) PERMIT Applied: 07/03/7995 Applicant J.L. VIELE CONSTRUCTION Issued: 08/03/1995 JobAddress: 3T9TLUPINEDRVAIL Location: ParcelNo: 2107171,01,002 CONDITIONS Cond: CON0000554 Exterior lighting plan to be submitted & approved by plannerprior to frarning inspection. Plan to include site plan showing total nunber of fixtures and location, lurnen/luminous area calculations for any fixtures not ftrlly cut-off and fixture details. Entry: 01/30/2002 By: jRM Action: AP Cond: CON0000555 Ridge elevations to be as per approved DRB site plan. Entry: 01/30/2002 By:lWI Action: AP Cond: CON0000556 AII materials and colors to be per the DRB approval. Glass on top of breakfast room to be darkly tinted to prevent leakage of light to outside areas. Copper shingles to be dulled to meet DRB non-reflective criteria. Entry: 01/30/2002 By:lRNl Action:AP Cond:CON0000557 All trees to remian must be protected with fencing during the construction process. The soil stockpile areas were previously approved-see demo plans-and must be fenced off using silt fencing. Protect the pond and Gore Creek from sedimentation at all times. No change to the Gore Creek inlet or outlet is authorized with these plans. Only the section of ditch shown on the site plan is authorized to be modified. All plans shall conJorm to approvals granted by the Army COE. No work except the necessary channel relocate and the path construction is authorized in the floodplain. Entry: 01/30/2002 By: ]RM Action: AP Cond:33 (PLAN) THISPROJECT WILL REQUIRED ASITE IMPROVEMENTSURVEY. SUCH SURVEY SHALL BE SUBMTTED AND APPROVED PRIORTO REQUEST FOR A FRAME INSPECTION. Entry: 01/30/2002 By:lWl Action:AP Cond:10 (PLAN): ATTIC SPACES SHALL HAVE A CEILING HEIGHT OF 5 FEET OR LESS, AS MEASTIRED FROMTHE TOP SIDE OF TFIE STRUCTL]RAL MEMBERSOF THEFLOOR TO THE UNDERSIDE OF THE STRUCTTIRAL MEMEBERS OF THE ROOF DIRECTLY ABOVE. Entry: 01/30/2002 By: fRM Action: AP c <; t<oz 'o OU F. 3 q t! A { rF.o2 OE,.o OE H -t iB H(, Ht H ol0 :R EE gq F e; F o d F o j F o o c; F F o c; F 6 I F x T A t{c !a o c I o !!tJ I o d E F. I t (J E H a E j 0 o a I q o a.t ot r'l :' 6t ot o i6 t{,;?l .o a "t H al oc ai(. I ?E B |,tE t 9a I f,r|c !8 'I 6 FI OH za EE q=x4 d E C. 4 EH EE -o lrI E. a rt trH o2 fB lr!H4 d|I E A :{ !.rrz lDo oo A'Fd q F.I A e {H E X a l. -o H H t{Frl EU rla ZT A E H -E s Et B f,8 IJ IJ CI }.l :.l,| Fi E E Fr H e H 2 E e c 1. ql I n o F : o o9 cn r> {-i.Ei o fr88 ET O AAF TOWN OF VAIL 75 S.FRONTAGEROAD VAIL, CO 8I657 970479-2138 Job Address: Location.....: 3797 LUPINE DRIVE Parcel No...: 2l0l I I l0l00l Project No : MORAN, CHLOE HELD 1480 BOHNS POINT RD WAYZATA MN 553 91 I-,icense : COIITRACTOR SIIAEFFER CONSTRUCTION P O BOX 373 VAIL CO 81558 License: L29-B APPIJICAIiIT SIIAEFFER CONSTRUCTION P O BOX 373 VAILJ CO 816s8 License:. L29-B Description: REMODEL OF ATTIC SPACE INTO ADDITION OF A NEW IIALIJWAY DEPA RTMENT OF COMMUNTTV IEMPMENT i,"1l.ii;)lo tto{ .1 NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES ADD/ALT SFR BUILD PERMIT Permit #: 802-0005 Status. . Applied. Issued . Expires . .: ISSUED .: 01/15D002 .. : 03/01/2002 ..: 08128/2002 omitER 01-/L5/2oo2 Phone: 0L/t5/2002 Phone:970-845-5556 ot/Ls/2002 Phone:970-845-5656 BEDROOMS/BATIIROOMS W]TH TIIE Occupancy: R3 Type Construction: V N Valuation: $190,000.00 Fireplace Information: Restricted: Y Building---> Plan Check--> lnvestigation-> Will Call----> Single Family Residence Type V Non-Rated Add Sq Ft: 687 # ofGas Appliances: 0 51, 10o . 0O Restuarant Plan Review-> 3715 .00 DRB Fe€ > S0 - 00 Recrestion Fee----....-> S3.00 Clean-upDeposit---> TOTAL I-EES--__> # ofcas tngs: 0 # of Wood Pellel: 0 $0. 00 $200. 00 $103.05 $0.00 92, 12r.0s Total Calculated Fees-> Additional Fe€s------> Total Permit Fee-----> Payments----.-_> BALANCE DUE-> 92 , L21,.05 s0.00 s2, 121 .0s s2 , 121- 05 $0. 00 Approvals:Item: 051OO BUIITDING DEPARTMEMT oT/22/20o2 JRIrt Act,ion: Item: 054OO PLANNING DEPARTMENT 0t/24/20o2 bgibson Action: Item: 055OO FIRE DEPARTMEI{IT Item: 05500 PUBIJIC WORKS PAGE2 *'|.*,}*****'f'8******'|t**'i!t:t+'l*'|*'|'***!t***,}'|.{r********'******'|t'tt'}'++*****'}*'t't*{(*,t't'|.,|i.**:f********+** CONDITIONS OF APPROVAL Permit #: 802-0005 as of 03-01-2002 Status: ISSUED ******;f********'}*'f:|''t+++**'}'+*'*{t**'}**,}*,},|.****,}*****'}***{t**:+*++++*+,l*,|.:t'}*'***,t'}**,|:}****,}'}*l'******l':t'|t*+++*** Permit Type: ADD/ALT SFR BUILD PERMIT Applicant: SHAEFFERCONSTRUCTION 970-845-5656 Job Address: Location: 3797 LUPINE DRIVE Parcel No: 210l ll l0l00l Applied: Oll15/2002 Issued: 03101/2002 To Expire: O8l28l2OO2 Description: REMODEL OF AT"TIC SPACE INTO BEDROOMS/BATHROOMS WITH THE ADDITION OF A NEW HALLWAY ************************:t********** *****+**+'f***t* COnditiOnS *.:t.******'l'***r**,*lr{r{r****'r:t a'}{r***************** Cond: 12 (BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE. Cond: l6 (BLDG.): SMOKE DETECTORS ARE REQUIRED IN ALL BEDROOMS AND EVERY STORY AS PER SEC.3I0.6]I OF THE 1997 UBC. Seepage 2bf this Document for any trdoo, that may apply to this permit. DECLARATIONS I hereby acknowledge that I have read this application, filled out in full the information rcquired" completed an accurate plot plan, and state that all the information as required is conect. I agree to comply with the information and plot plan, to comply with all Town ordinances and state laws, and to build this sfructure according to the towns zoning and subdivision codes, design review Uniform Building Code and other ordinances ofthe Town applicable thereto. REQUESTS FOR INSPECTION SHALL BE MADE TWENTY-FOUR HOURS IN ADVANCE BY TELEPHONE AT 479-2138 OR AT OUR OffiCE FROM 8:00 AM - 5 PM. Send Clean-up Deposit To: N/A OF OWNER OR CONTRACTOR FOR HIMSELF AND OWNER @ fuu€ t/f4rffat aowsr Co. tl %K m/WI]OPYAIL 2lLJ.o5 APPLICATION WILL NOT BE ACCEPTED IF INCOMPLETE OR Project #:( Building 75 S. Frontage Rd. Vail, Colorado 81657 trical,plu gqling, mechanical, etc.!lmb General Contractor: G.o.y.- SL,t/- Anh,J,^ Town of Vail Reg. No.: lzq B. Contact and Phone #'s: Ir'\,oh,,ol 1t4'L,nt\ oqs.so s( xz1 contractor ttnnu'u'"/,,..fi, / /r4'J f ,,., COMPLETE VALUATIONS FOR BUILDING PERMIT (Labor & Materials) BUILDING: $ l5g,Oo0 ELECTRICAL: $ lotoo\OTHER: $ PLUMBING: $ ,s,ooo MECHANICAL: $ to,ooo rorAL: S lclo.OOb Pa Assessors OflTce at 97O-328-864O or visit Parcel# z-l o ttttOt oOl (application will nbt be accepted without parCel number) JobName: TL ho. .^ ?*st)a.,,ct-Job Address: 3) g? L,.,f ta_- Dr, E..t l|o,l Legal Description rot: dfr$arocr:Fifing: 7 subdivision: 1],1!o.n Z* h)th^ Owners Nare'C l,lor hn,.Address: lug"o R^Lt /1, h..r.k luhl Phone: Architect/Designe''Rrr,L 0o^r^,uUlAddress: Po rrn* lzr{ A,^n CO ll Phone:qt, quc-q1ltrt Engineer: y,_ Rovl,Address:p' tbon 213 U "4 . CO llPhone:6i16 .i.th-Zl17 Detailed descriotion of work: t_-Yl- qdltko.., or- Qn'^"lcl oe &l*" spac<- f olo 4t-l \\ Uat ll d.q tr Qa)ru,-./ $otl,.roo.'u *,, ll^ WorkClass: New() AdditionlQ Remodel( ) Repair( ) Demo( ) Other( ) Work Type: Interior ( ) Exterior ( ) Both (>O Does an EHU exist at this location: Yes ( ) tto (X) Type of Bldg.: Single-tumily 0O Twofamily ( ) Multi-family ( ) Commercial ( ) Restaurant ( ) Other ( ) No. of Existing Dwelling Units in this building: I No. of Accommodation Units in this building: No/TyoeofFireolacesExistinq: GasAooliances(1,) cast-oas(l) Wood/Pellet( ) woodBurninq( NoffvDe of Fireplaces Prooosed: Gas Apoliances (D ) Gas Loqs (O) Wood/Pellet ( O) Wood Burning (NOT ALLOWED) Does a Fire Alarm Exist: Yes (y) No ( )Does a Fire Sprinkler System Exist: Ves ( ) No (X For rcel # Contact **************************************FOR OFFICE USE ONLY************************!t************* F :/everyone/forms/bld gperm re of Construction: llrarn rruu .tAN t4 2002 D \-6 ! d Questions? Call the Building Team at 479-232s Department of Community Development Project Name; TL horo^ Pn s tl, rcz- ProiectAddress: 711- L,n,,n, D tlc, Eull Vatl r' This Checklist murt be completed before a Buildins Permit application is accepted. / nll pages of application is complete / nas DRB approval obtained (if required) Provide a copy of approval form o Condominium Association letter of approval attached if project is a Multi-Family complex a(Comptete site plan submitted qJ Public Way Permit application included if applicable (refer to Public Works checklist) a Staging plan included ( refer to Public Works checklist) No dumoster,oarkino or material storaqe allowed on roadwavs and shoulders without written aooroval tr Asbestos test and results submitted if demolition is occurring 5L- Architect stamp and signature (All Commercial and Multi family) o'zFull floor plans including building sections and elevations(4 sets of plans for Multi-Family and Commercial) V windo* and door schedule {fun structural plans, including design criteria (ie.loads) U Structural Engineer stamp and signature on structural plans (All Commercial and Multi Family) Soils Report must be submitted prior to footing inspection Fire resistive assemblies specified and penetrations indicated Smoke detectors shown on plans Types and quantity of fireplaces shown Applicant's Signature: Date of submittal: F :/everyone/forms/bldperm2 Received By: Building _ Environmenbl_ Housing_ Admin Planning DRB _ PEC 2. Wasyourini6alcontactwifrourstafiimmediate slow or ' no one avdable__:_? 3. lf you were required to wait, how long was it before you were helped?_ 4. Was your project revienred on a timely basis? Yes / No lf no, why nof? ,/-\. - ffi'n.A t$/,J NW0F'tWfi/ HOW DID WE RATE WITH YOU? Town of Vail Survey Community Development Deparbnent Russell Fomst, Direstor, €70)4n-213e Check all that applies. 1. Which Oepartnent(s) did you contact? 5. WasthisyourfirstlimebfleaDRBapp_PECapp i Bldg Permit_ t',I/A i , 6. Please rate fie performance of he staffperson who assisted you:54321Name: (knowledge; responsiveness, availability) 7. Overall efiectiveness of frre Front Service Counter. 5 4 g Z 1 L What is the best lime of day for you to use fie Front Service Counter? 9. Any commenb you have which would allow us to beter serve you nextlime? Thank you for taking the time to complete this survey, We are commitbd b improving our seMce. WHEN A'PUBLIC WAY PERMIT'IS REQUIRED PLEASE READ AND CHECK OFF EACH OF THE FOLLOWING ONS REGARDING THE NEED FOR A "PUBUC WAY PERMIT'': a Is this a new residence? o Does demolition work being public property? Is any utility work needed? QUEsN Is the driveway being repaved?YES Is a diffeient access needed to the site other than the existing driveway? YES Is a "Revocable Right-of-Way Permit" required? Is any drainage work beingdone that affects the Right-of-Way, easements, or public property? YES NO t./--'--'-----v- Is the Right-of-Way, eastrnents or public property to be used for staging, parking or fencing?YEs_ NI__JZ_ If answer is NO, is a parffi YES_ No__)/_ YES performed YES o o o o YES No-t/ , staging or fencing plan required by Public Works? If you answered YES to any of these questions, a "Public Way Permit" must be obtained. "Public Way Permif'applications may be obtained at the Public Work's office or at Community Development (a sample is attached). If you have any questions please call Leonard Sandoval in Public Works at 479-2198. I HAVE READ AND ANSWERED ALL THE ABOVE QUESTIONS. Gno, Job or Project Name: Date Signed: Contractor Signature Company Name F :/everyone/forms/bldperm4 PUBLIC WORKS AND THE PUBLIC WAY PERMIT PROCESS How it relates to Building Permits: Fill out the attached check list with the Buildino Permit Apolication. If yes was answered to any of the questions then a "Public Way" permit is required. you can pick up an application at either Community Development, located at 75 South Frontage Road or Public Works, located at 1309 Elkhorn Drive, Notice sign-offs for utility companies. ALL utilities must field verifo (locate) respective utilities prior to signing application. Some utility companies require up to 48 hours notice to schedule a locate. A construetion traffic control/staging plan must be prepared on a separate sheet of paper. An approved site plan may also be used. This plan will show locations of all traffic control devices (signs, cones, etc.) and the work zone, (area of construction, staging, etc.). This plan will expire on November lst and will need to be resubmitted for consideration for approval through the winter. Be aware that your resubmission for winter may be denied depending on the location of construction. Sketch of work being performed must be submitted indicating dimensions (length, wldth and depth of work). This may be drawn on the traffic control plan or a site plan for the job. Submit completed application to the Public Work's office for review. If required, locates will be scheduled for the Town of Vail electricians and irrigation crew. The locates take place in the morning, but may require up to 48 hours to perform. The Public Work's Construction Inspector will review the application and approve or deny the permit. You will be contacted as to the status and any requirements that may be needed. Most permits are released within 48 hours of being received, but please allow up to one (1) week to process. As soon as the permit is approved, the Building Department will be notified, allowing the "Building Permit" to be released. Please do not confuse the "Public Way Permit" with a "Building Permit". F NOTE: The above process is for work in a public way ONLY. Public Way each year if work is not mean an automatic I have read du F :/everyone/forms/bldperm5 Re-application each November 15th does not BUILDING PERMIT ISSUANCE TIME FRAME If this permit requires a Town of Vail Fire Department Approval, Engineer's (Public Works) review and approval, a Planning Depaftment review or Health Department review, and a review by the Building Department, the estimated time for a total review will take as long as three (3) weeks. All commercial (large or small) and all multi-family permits will have to follow the above mentioned maximum requirements. Residential and small projects should take a lesser amount of time. However, if residential or smaller projects impact the various above mentioned departments with regard to necessary review, these projects may also take three (3) weeks to review and approve. Every attempt will be made by this depaftment to expedite this permit as soon as possible. I, the undersigned, understand the plan check procedure and time frame. I also understand that if the permit is not picked up by the expiration date, that I must still pay the plan check fee and that if I fail to do so it may affect future permits that I apply for. Agreed to by: At "'\ l Project ttame, lL.+ l'lorr,n l(t,ttd"^c-Q-It s"6, If l,.l loz tt F:everyone/forms/bldperm3 Pri o PW#:TT TT[! APPLlcArtoN parcerr:IIIf 'IIl-n!-IlI Ath FOR TOWN OF VAIL PuBLIcwAYPERMIT ts- Blds.Permito,E ! I'I n n I ?,t?Vmy Job Nam6 1,Strest Address n n n-Tl (lf unknowncall L_t r_J LJ | ' 479-2138 ext.o TOV Contraclor's License Number FEOUIFED Zp Clty Phono # 4. Stad Dats Work is for lctrcte one; Water Other Compleiion Date Sewer Gas Electric Telephone CATV Landscaping (Psrmit Explratlon Date) Temp. Site Access 5.Trench-width (min.4') Bond Amount $ 6. ALL MATERIAL, EOUIPMENT, AND TRAFFIC JOB IS STARTED. 7.Rubber out-riggers are required on Asohalt surfaces undemeath the A signature below indicates a signatures are obtained, permitlee necessary Town of Vail signatures. ST BE ON THE JOBSITE BEFORE THE working on asphalt; at all times. utility locatlons and approvals. Once all utility company application through the Public Works ofiice to obtain the up to one week to proc€ss. Depth Total SF $ Total LF $ Permit Fee Total Permit Fee $ Public Service Natural Gas Group (1-800-9?2-1987) Public Service Company (1 U.S. West (1 -800-922-1 987) TCI Cablevision of the Rockies (1-800-922-1987) Eagle River Water & Sanitation District (970-476-7480, €xt. 114) Holy Cross Electric Company (1-800-922-1 987) Town of Vail Electricians (970-479-2158) Town of Vail lnigation (970479-2158) Town of Vail Public Works Construction Inspector (970-479-2198) 9. THERE WILL BE NO TOTAL STREET CLOSURESI A construction traffic control plan must be approved by the Public Works Department prior to issuance of the permit. ? 10. All excavation must be done by hand within 18'of utilities - (Senate Bill 172). 11. Permittee must contact Public Works Departm€nt et 479-2'198 24 hours orior to commencing of work. Failure to notity the Town will result in forfeiture of bond money. Scheduled inspections which are not ready may result in the Town charglng the contractor a reinspection fee. 12. I certify that I have read all chapters of Title I - Public Ways and Property, of the Vail Municipal Code and all utility company agreements, signed by me, and will abide by the same, and that all utilities have been notified as required. ATTACH PLAN OF WORK,INCLUDING CONSTRUCTION TRAFFIC CONTROL PLAN Show streets with names, buildings, and location of cuts. USE DASH LINES FOR CUT. Whit6 - Public Works Yellow - Contractor DRAINAGE AND CULVERT INSPECTIONS ARE REOUIRED BY PUBLIC WORKS! Please read and check off each of the items below: o The Town of Vail Building Department has developed the following procedures to ensure that new construction sites have adequately established proper drainage from building sites along and adjacent to Town of Vail roads or streets. The Town of Vail Public Works Department will be required to inspect and approve drainage adjacent to Town of Vail roads or streets and the installation of temporary or permanent culverts at access points from the road or street onto the construction site. Such approval must be obtained prior to any requests for inspection by the Town of Vail Building Department for footings, temporary electrical or any other inspection. Please call Leonard Sandoval at479-2798 to request an inspection from the Public Works Department. Allow a minimum of 24 hour notice. Also, the Town of Vail Public Works Department will be approving all final drainage and culveft installation with resulting road patching as necessary. Such approval must be obtained prior to any Final Ceftificate of Occuoancy issuance. Agreed to tJ Project Name: Date Signed: F:/everyone/forms/bldperm6 Please read and check off each of the items below. / (Copies of complete text are available upon request) / CODE s-2-1o: DEPOSITS oN PUBLIC wAyS PROHIBTTED I d UnlaMul deposits: Subject to subsection C thereof, it is unlawful for any person deposit or cause to be littered, tracked or deposited, sand, gravel, rocks, mud, dirt, other debris or material upon any street, sidewalk, alley or public place, or any portion to litter, track or snow, ice, or any thereof. €/ Notice; Abatement: The Director of Public Works may notify and require any person who violates or causes another to violate the provision of subsection A hereof, or who has in the Directort employment a person who violates or causes another to violate the same, top remove such sand, gravel, rocks, mud, dirt, snow, ice or any other debris or material within twenty four (24) hours after receipt of said notice by the Director of Public Works. In the event the person so notified does not comply with the notice within the period of time herein specified, the Director of Public Works, or other authorized agent, may cause any such sand, gravel, rocks, mud, dirt, snow, ice, debris or any other material to be removeo from any street or alley at the expense of the notified. Summons and Penalty: As an alternative to the notice for removal provided in subsection B above, any person who violates or causes another to violate the same, may be issued a summons to appear before the Municipal Court of the Town for said violations, and upon being found guilty of a violation hpreunder be punished as provided in Section 1-4-1 of this code. o r'Notice and Penalty: It is unlawful for any person to fail or refuse to comply with the notice of the Director of Public Works as provided in subsection B hereof, and any such person shall, in addition to payment of the expense of removal incurred by the Director of Public Works, as provided in subsection B hereof, upon being found guilty of a violation hereunder, be punishable as provided in Section 1-4-1 of this Code. (1997 Code: Ordinance 5 (1979). CODES 7-3A-1 AND 7.3A-3: PARKING OBSTRUCTING TRAFFIC & IMPOUNDMENT AUTHORIZED d No person shall park any vehicle upon a street or at any other place within this Municipality in such a manner or under such conditions as to intedere with the free movement of vehicular traffic or proper street or highway maintenance. (Ord.2(1968) g 1) Whenever any police officer finds a vehicle attended or unattended, standing upon any portion of a street or upon any place within this Municipality in such a manner as to constitute a violation of any section of this Article, or left unattended for a period of twenty four (24) hours or more and presumed to be abandoned under the conditions prescribed bi, Colorado Revised Statutes section 42-4-1102, as amended, the officer shall require the vehicle to be removed or cause it to be removed and placed in storage in the nearest garage or other place of safety designated or maintained by this Municipality, and the charges for towing and storage of such vehicle shall be charged to the owner of the vehicle in addition to a ten dollar (910) impoundment charge. (Ord, 2(1968) 5 3: Ord. 28(1981) g 1) I have read and will comply with the above code provisions: Position or Relationship to Project: Date Signed: F :/everyone/forms/trldperm? 07/ TOWNOFVAIL 75 S. FRONTAGEROAD VAIL.CO 81657 970-479-2138 o?*rrr* oF coMMU*,t or*rGrr* NOTE: THIS PERMT MUST BE POSTED ON TOBSITE AT ALL TIMES ELECTRICAL PERMT Permit #: EO2-0027 JobAddress: Status...: ISSI-IED Location.....: 3797LUPINE DR Applied. . : M/04/2W2 Parcel No...: 210111101001 Issued . . : 04/70/2002 ProjectNo : Expires. .: 70/07/2002 OWNER MORAN, CHIJOB HEIJD 04/04/2002 Plrone: 1480 BOHNS POIMT RD WAYZATA MN 553 91 License: coNrRAcToR wHrTE RrVER ETTECTRTC O4/O4/2OO2 Phone: 97O-949-L4O3 P O BOX 1118 AVON CO 4L620 License: 145-E APPIIICAI{T r,vHrTE RrVER ELECTRIC 04/04/2OO2 Ptrone: 97O-949-L4O3 P O BOX 1118 AVON CO 8t620 I-,icense: 145-E Desciption: install electric for bedroom Valuation: $6,000.00 FEE SUMMARY Elech.ical--> S108 - 00 Total Calculated FeeF> 5111.00 Additional Fees-->so .00 Total perrrrit Fee__> 9111.00 Payments----> S111.00 BALANCE DUE-->s0.00 DRB Fe€*-> Investigation._> wilt call--> TOTAL FEE$> S111. OO $0. o0 $0. o0 $3. O0 Approvals:Ite.n: 06000 ELECTRICAL DEPARTMENT o4/o4/2o02 dt Action: AP Item: O55O0 FIRE DEPARTMSNT CONDITIONSOF APPROVAL Cond: L2 (BLDG. ) : FIEL,D INSPECTIONS ARF REQUIRED TO CIIECK FOR CODE COMPI-,IAI.ICE. DECLARATIONS I hereby acknowledge that I have read ttris application, filled out in full the inforsration required, completed an accurate plot plan, and state that all the information as required is correct. I agree to comply with the information and plot plan, to comply with all Town ordinances and state laws, .rnd to build this sbucture according to the towns zoninl andsubdivlsioncodes, designr"ui"$p-r,"a, UnifornBuildingCodeandot *a*.* of theTownapplicable thereto. REQI,JESIS FOR INSPECNON S}IALL BE MADE TWENTY-FOUR HOI,'RS IN ADV PM. SIGNATI,JRE OWNERORCONTRACTORFOR AT Ot ROffiCEFROM8:(nAM-5 ANDOWNET Hpn O3 02 O9:47a 970-47 9-2149 (Incpcctions) mwvc|wuy 75 S. Frontaee Rd. Vail, Colola*do 81657 Conbct Eacle Count 'r.ld.J .1)f'J.E"tlToJzd-MiEE*w6u@ for @. permit # i" pro-ded ^tuue) &10 I I I I Ol b0 t lob Address: Lesal Des(ription ll r-ot' I fl atoct: -- llryq,subdivision: BiahOrU 2rn M;l;ou Owners Name: lO, i),/TnA ista' Engineer:Address:Phorfe: Detailed description of work: li'r:l i...* :,;i ..,.., . .':: ,. .,a?r;'. 1'r'.;. nr-/'. r '-^.'i- Work Clas: : New ( ) Addition $$ Remodel ( ) Work Tyr)€. Interior (\/ Exterlor ( ) Both ( ) ll Ooes an EHU o(ist at this locauon: Yes( ) No( ). - --- - \,! Typeof Bldq.: Single-Family(,..) ouptex( ) Muiti-family( ) Comrnercial ( ) Restaurant( ) Other( ) trto. of Exis :ing Dwelling Units in this building: I I No. of Accommodation Units in this building: AMOUNT OF SQ FT IN STRUCTURE:ELECTRICAL VALUATION: T h I:T,* / CoMPLETP Se. FEET FOR NEw BUILDS and VALUATIONS FOR ALL OTHERS (Labor & Materialt CONTMCTOR INFORMATION **+*+****t' r*******Jr*****r(*ir***Jr**n**,r**FOR OFFICE UsE 0NLY*r* t*** n i * t* t ** i ***** **** t****r**r*** q F:/everyone/fo, */elecperm Electrical contractor: \/l rii:Tl (tt v€tTZ .;;.-:'. Town of Vail Reg. No,: f , '1 J ContractorSignature: (/*y'.., L4.r'-. .'.... Bpn O3 o2 O9:4?a Ulh itr o River Electric' Ino S?0 9.0 o I 6?.+3 p.2 a_l o o c O Amendment to the t 9-99 N.E.C. Town of Vail Ordinance 10-1-5. Overhead services are not allowed in the Town of Vail. Underground services have to be in conduit (PVC) from the transformer to the electric meter, main disconnect switch rnd to the first electrical distributlon circuit breaker panel. The main disconnect switch shall be located next to the meter on the exterior raiall of the structure easily accessiirle, o All und.lrground conduits are required to be inspected before back-filling the trench. In multi-family dwelling units, no electrical wiring or feeder cables shall pass from one unit to another. Common walls a rd spaces are accepted. NM Cai re (Romex) is not allowed in commercial buildings orstructures e:ceeding three (3) stories. No use of aluminum wire smaller than size #8 will be permitted with the Town of Vall. TOWN OF VAIL ELECTRICAL PERMIT GUIDELINES All inst rllations of exterior hot tubs or spa's require a DRB approval from planning. This application will not be accepted without a copy of the DRB approval form attached (if applicable). if this permit is for installation of an exterior hot tub or spa on a new elevated platform or deck over 30" above grade, you must also obtain a building permit. If this prermit is for instatlation of an exterior hot tub or spa on any existing deck or dlevated plaform, a structural engineer must review the oxlstlng condition and veriry that it will support the added concentrated load. Please provide a copy of the sfuctural engineers wet stamped letter or dmwing with tl- s application If this ,s a"remodel in a multi-family building with a homeowners association, a letter of permlsslon from tl ,e association is required. u If this 'rermt is for a commercial space, two (2) sets of sbmped drawings are required. I"ud Tr.,i ,'n'!'/- i:' ,:,oo>- / Signature Date Signed If you have any questions regarding the above information or have addiUonal questions' please ccntact the Town of Vail Electrical Inspector at970-4i19-2147, The inspector can be reached on Tuesday, Thursday and Friday mornings betureen the hours of 8am and gam. You may also leave a voice mail and the inspectorwillcall you back. understand the above. TOI^/NOFVAIL 75 S. FRONTAGE ROAD VAIL, CO 81657 970-479-2138 o?a*trEr.n oF coMMUNr- or*rG',,* so.oo TotAL FEES-> s1?8.00 Total Pennit Fee-> s178.00 Paymmts-> S1?8.00 NOTE: THIS PERMT MUST BE POSTED ON TOBSITE AT ALL TIMES MECHAMCALPERMIT Permit #: M02-0051 JobAddress: Status...: ISSUED Location.....: 3797 LTIPINE DR Applied . . : 04/10/2002 Parcel No...: 210111101001 Issued . . : 04/1,5/2002 ProjectNo : Expires. .: 70/12/2N2 owNER MORAN, CHI-,OE HEr,D O4/LO/2OO2 Phone: 1480 BOHNS POINT RD WAYZATA MN 553 9L Lricense : coNrRAcToR coNcEPT MECTTANTCAT-,, rNC 04/LO/2002 Phone: 97O-949-O2OO P.O. BOX 1165 AVON, CO 8152 0 L,icense:189-P APPr.rCAr\tlt CONCEPT MECHANTCAL, INC 04/L0/2002 Phone: 970-949-0200 P.O. BOX 1165 AVON, CO 8L620 L,icense:189-P Desciption: ROUGH IN SHEET METAL FOR GAS FURNACE AND AIR CONDOTIOMNG. RLIN GAS PIPE. RL]N THE COMBUSTION AIR, Valuation: $6,500.00 Fireplace Inforuration; Restricted: Y #ofGasAppliances:0#ofGasl-ogs:0#of Wood Pellet Mechanical-> S140.00 RestuarantPlanReview->so.oo Total Calculated Fees-> 51?8.00 Plan Check--> Investigation-> will call-> 33 s . oo DRB Fee---->50.00 AdditionalFees->$0. 00 BAI,{}ICE DUIE->s0.00 Item: 05100 BUILDING DEPARTMENI o4/a5/2OO2 JENI Action: AP IIEM: 05600 FIRE DEPARTMEI\TT CONDITIONOF APPROVAL Cond: 12 (BL,,DG.): FIELTD INSPECTIONS ARE REQUIRED TO CIIECK FOR CODE COMPL,IAI{CE. Cond: 22 (BLDG.): COMBUSTIONAIR IS REQUIRED PER SEC. 701 OF THE 1997 IJMC, OR SECTION 701 0F THE 1997 rMC. Cond: 23 (BIJDG. ) : INSTAI-,LATION MUST CONFORM TO !,IAIIUFACTIjRES INSTRUCTIONS AIiID TO CIIAPTER $3 .00 '-o o, i*r 1ee7 rJMc, "r*"r"*e op rHE leez r'c. Cond: 25 (BLDG. ) : GAS APPLIAI{CES SITALL BE VEIiITED ACCOP.DTNG TO CIIAPTER 8 TERMINATE AS SPEEIFIED IN SEC.8O6 OF THE 1997 (,MC, OR CIIAPTER Cond: 29 (BLDG. ) : ACCESS TO HEATING EOUIPMENT MUST COMPL,Y WITH CHAPTER THE 1997 I'MC A}ID CI{APTER 3 OF TIIE 1997 IMC. Cond: 31 (BL,DG. ) : BOILERS SHAL,L BE MOIINTED ON FLOORS OF NONCOMBUSTIBLE IJISTED FOR MOI'NTING ON COMBUSTTBI.'E FI'OORING. Cond: 32 (BI-,DG.): PERMIT,PLANS AlilD CODE ANALYSIS MUST BE POSTED TN MECHAIITCAL ROOM PRIOR TO AN INSPECTION REQI]EST. Cond: 30 (BLDG. ) : DRAINAGE OF MECHANICAL ROOMS CONTAIIIING HEiATINC OR HOT-WATER SUPPIJY BOU-,ERS SIIAIJIJ BE EQUIPPED WITH A FI'OOR DRJAIN PER SEC. LO22 OF TITE 1997 I]MC, OR sEcTroN 1004.6 0F THE 1997 IMC. DECLARATIONS I hereby acknowledge that I have read ttris application, filled out in fulI 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 towns zoninp and subdivision codes, design review approved, Uniform Building Code and other ordinances of the Town applicable thereto. REQUESTS FOR INSPECTION SHALL BE MADE TWEN^']TY-FOUR HOURS IN ADV FROM 8:00 AM - 5 PM. SIGNATURE OFOWNER OR FORHIMSELF ANDOWNET AND SHAIJI., 8 OF THE 1997 IMC. 3 AND SEC.L017 0F CONST. T'NI,ESS ,,-$ 75 S. Frontrge Rd. Vaif Colondo Bt6Sz Buildins Permit#:r-fi=otanrcat rerm*E accepEl without the following: Rootn l,.yout drrwn to rcalc to Indudc:K ilcc-han|cel I ',,( Conbudion #i;xHa X equfimentl d|5l RINFO coMPtETE VATUAIIQU FCIBIIECI|ANTCAL pERrrfrT labor & Uaterials) Mechankal ConUacOn Neer /\L€!.Hftill Conbct and Phone ) 4o /?ase*/f p -azaa 5e-rw .* Parccl # 3tt/tt/otaa / Job Nane:,t - /ue K^N /(es rEpzz I JobAddress: ,3.7q7 LuPlt€ /HtlE v,k I L; cA yna'=o'to*rffi*,7 su$ivsnn: F/4;7/eFN Engrneer: /J /A - il ffi,€ss:Phone: Detaireo o€5(; tta,tr{rh'on ) n g. H4i,A?J p, pn-. Pun' 7e4,;} L6^6Urn on 4 /r. ]{orkChss: New() Addirionfi{ Abration( ) Repair( ) Otrerl 1 BoihrLocation:a,/dnterior( ) gr.tiriott I Otrert I - t ^r-ffi No. of Edrd No. of Acommodation Untts tn ttrb bufldlng, U"/ + - -'- " *','otr"r, , n EpA plase U derin? yeS ( ) NO e4 *tl.rirt*!t,f tl,trf {rrrr**:l.ttrl.,l****:r11. FoR F:/rEtFn /bnrdnrcdrporn Y*tt *tt**rG **|r!*!*li** rl. rtt ETUTT- ogm You nru* obbin Deslqn RGttl4t Boanl (DRB) approual if any of Ure nredranbal rrort wlll Inuoh€ Atw exbri'or wot{c This fti'cludes anrl is-'ot- 'iil;ed-b rcrnqat;nd 6rt*nt"nt of rrrircury snow mett ffi"fl*sc cont"ct a 4anner * izo-z:;n b.ro." ilfrituns your r"""riiiilcar pcrmrr ThcTown of vall has adoscd the 19$ lnbmationat trtectranlcat code (tMc) with the 1997 unilbrm Mcchanicat Gode (uuc) is "n iccepaali "rfurnadve. xE t'Pr\', rrrrn rlrc lee, All ncry consttcton rrlorln tfte Torn otuatl is onsllered b be d unusually ugm constructxon, thus tLEffi :i5riffiE,#.grf.rr';ffi 'diomoutsideu,estnrcurrcoimilrr-anrdi&.u,fi ;* rn seplEmber of 1991, the vall Torm @undhdopEd an ordrnane n'hHr rcfEhts te corctructftm ard use of op€n heEdfi iircpraces nntin inunrcrpir lounoariii s{nce unt time 613 ordinence has underynne numerouscrriryesana reni's-aons,srffi"g tot;il'onrise-,,gl;Te;fie; in addressing d'" air quafity i'rsuc. rrre*ffi rire roiriJinc critsria has becn arro@d:t ffm:filrTo?H.'t"* wood burnlng fircplaces is no tonger Fnntrbd wiurin Torn of vatl o Dwelthn.Untts -.Each nfl rlrciling unit may ontain: ffijflr"^ Plrerrcertilled snid tird bfii,ts i;ri".and norpr€$an trro(2) gasappriancn OR Txro (2) ges rog firepraces and no more dran trrc (2) ga' eppriancs firephces (B bcnt).o Rcticft#lDrdlinqun[f - Each Dew '.stricted rtwelling unft rnay ontain:onc (1) eas ro9 ttrepra"" anJnot rnor. uran one (1) gas appfiane fin"prace. o AcQmmqdffion u!F- Erch nenraccommodatbn unitrnayontain:one (1) gm tog nreptae * "* frl i*apprilnce niffi. o rf tto of mq! sg.ptry drrctling unlts or acoommodruon unrts !rc omDlned to fonn on€ ra'o.r unfq utc omlimi untr rnay-rcHiil; imdbd,ne ,ftieJ Gr one atruedy €!&ts) and no more than 2 g'" appnanoe nruptices, # rli bn".n up o tw6 rdsri'g ii*pir"-:;;; o If dudng urc outle-of a -lcmodel an cxFdng uporlbtrrning fircpfae b al4nd or mou€af, gn unft mEt uFn omplv wlu all pmuisions;b -oraitJrcc.-i'iiit'riur. fireprace mno be oonulrgr ro naurat lles or raptaced !U in EpA pfnasc U ermca un ]cIotaF''|'trtttInr.d|pftn coNcEPT MECTANICAL' INC. HEAT II)SS TAKE-OFT TORM ra1e1l6L "##ffi:#m*iffi*t*"#*'-'o ARDA oR zoNE cu\IftrB*TED freJ"- /E "cth-osQ RooMvoLrJME , 6|^ x6 .s ') = ?(bo F/, n ylyf f,xo; = BELoW4RADE$IALL: N/fr. ' . ta l7va6hil RosswALLAREA """-+. t a c[-AssAREA "a Q x ,l--, v ?" t Lsb G DooRAREA - c2 r NET*ALLAREA v"z.+ K h*?u'= FIooRAREA ?ob h'' ft x ?'e">T #3':ffiffi4'AREA^ a1o Q /o6o@)" ltlpfbtu laA 'r SKYUGIITAREA NET CEIIJNGORROOF AREA FLOORCOVERINGR" VALUE -- e --' HEIfiLOSS (Btuh) =5,'?b0 &t h HEAT LOSS/SQUARE FOOT @tuUsq' ft') = %-Wir$ohcrerpipe sPacing= P I A , r yh"{,WoQ YA /'/to 't plh ffi;*p CONCEPT MECEAMCAI., INC. HEAT II)SS TAKF-OFT EORM 44/z+ }7zrts') - azzz5f y o.ve = BEI.OW-GRADEWALL: N /A . cRoss wALL AREA iic q q.AssAREA +? Q r *sux(o' ' DooRAREA € t | 11_o NETwALLAREA Lq"FYFKYa = FLOORAREA ,^,ffib;fu. = cRoss cErIrNG oRk6b:F1ffitr''fi1 6 cp Str$'LIGIIT AREA - O .z- ' NET.ETLTNG.RR''FAREA Lno (v $r?'" = FrooRco\TERINcR' VALUE p / k HEAr l,oss (Btuh) = b, uf o AREAORZONE ROOM SIzF.:. ROOMVOLI.JME: HEAI IOSS/SQUARE FOOT @tut/sq' ft') = #'i$*Hsl-#8il"Y#(fiffi1*- " t*t ; Sratl^ Ik/rn',' at Pac/of "z (-7-_o=.DTTE 4 "dri"fi,r'ffipv /ha&L4 /€to " / 3Za 6z- /vzo .' %- Winrbo bPer PrPe sPacing = p / * CONCEPT MECHANICAL, INC. PLUMBING . HEATING . SYSTEM DESIGN P.O. Box 1165 Avon, Colorado 81620 Phone: (970) 949.02q, Fax (970) 949-0300 CHECKED BY- OATE **, /\fui/€? O\+qt) Sr t :EI g ntir 5N \\ srt 5$ T$bi $ tr t \ cr '& R s A h F ;g g.r rd l'$NT tr.- $i{o o o d t r s 3 t_s rS g q\ =F l C\ RGPK- SERIES ttr.nv RcsDwee CRITERION" tr PLUS 2 TWO STAGE 80o/o A,F.U.E.t UPFLOWHORIZONTAL GAS FURNACES Tho Rheem' Critedon ll Plus 2 line of upflow/horbontal gas fumacas are designed br utility rooms, dos€ts, alco\€s, or attic6. Bccaure ot the Crltsrion'e low-proflle 34 inch [86a mml helght, thc upflow model can dso bs used io !.ildy mo3t appllcatlons thit tradltionllly call ior a hortsont l fum$c. The design is certified by the Amedcan Ges Agsociaton. Canadian models are certitied by the Canadian Gas Assockdion. Features r Patenbd heat erchanger, constuc€d of both stainbss and aluminized steel ior the maximum in conosion l€sistanca.r Low profila ?4 inch' d€sign is lighter and 6ssi6r to han- dle, and leaws rmm for opdional squipment.r Convertible from upffou, b horizontal lefi or rigtrt without field corn wsion.r l-eft or tfht sid€ gss and electic inlet connedions vyl0r guid( simple changg.r Dircct spark ignition rndeb eguipped with r€mo6 senss and featrr€ an intograbd boad with humidiffer and el€c- bonic air cbaner hoolnrps.r lnsuldad blofler comF trngrt, a buo stage gss \/alve and a spe<ially deeign€d tno sp€€d draft irducer mobr rmke it one d the quietsst fumacee on th6 rnarlct bday.I ftepaint gahanied sbsl cabin€t I Molded porman€nt fitbr.r Grab-holes in doors !o aid in easy door remoral and replacemenL I Compditrb nd$ dr€b or trc&go themost*. (For oplt- mal pe{ornance tn{o-stags th€nn€tat rccommended.} A \radety of cooling coils and plenums der$gn€d b use with FIQF Criterlon II Plus 2 gas fumaces are avaitable 8s IlFt]nal accessorias. 'furflacas can be installad in an uprfiolv posbn or takl on either side in a horbntal posnion. No ffeld converting r€qulr€d. IA.F.U.E ( rltd Al.a Ui&do.r Eli(i.q/) *d.bd in .cEontrrc. nl|r Dubn.ra d E la.B' ia FaEdltt!. 9 Ittlodels with Input Rates frflUn6 of Vail it':l}[r'ffJ,:: ;#ff I cE c o G D'1 The Criterion II plus 2 is designed to meet the comfon needs of discriminatine homeowners in the replacement market. The Criterion II Plus 2 fumace is able to meet almost all heating requirements with low first-srage operation, providing a more even comfort level, quiet operalion and energy bill savings. Model designalion and configurations; AFUE(%): 80.3 - 82.3 BTUH (# of Models): 50,000 - 150,000 (7) CFM (Cooling Tonnage): s8s -22& (l.5 _ s.0) @ .s" E.s.P. Weight flbs): 85 - t50 Motor FLA: 7.1 - 9.s Cabinet: Platinum-colored jacket with coordinated grecn doors. Heat Exchanger: Aluminized seel. Ignition Type: Direct spark rgrutron. Integrated Fumace Control Limited Warranty: 5 vea A.ll Other Parts: I vear. Fossil Fuel Kir RXpF-F0l RXPF-FO2 (meets TVA requircmenr) External Side Retum Filter Rack (not for downflow model): RXGF-CA External Botlom Retum Fik Rack (not for downflow models): RXGF-CB Extemal Top Mounr Filrcr Rack (downilou onlv): RXGF-CC Soiid Bottom: RXCB-D14. -D17, -D21. -D24 Combustible Floor Base (downflow onlyt: RXGC. -ts14, -817. _B2r LP Kir: RXCJ-FP09 Retum Air Cabrner: RXGR--cl4B, -cl78, _C218. -c248 Option Codes: - 34" Tdt. Left or Righr Side gas and electrical inlet connections. Control Diagnostics. Remote Flame Sense. Two Stagc Gas Valve and Inducer Motor. Fuse-protecrcd [ansformer and control. Permanent washable fi lter. Low-speed continuous fan, All 4-speed motors. Elecronic air cleaner and humidifier accessorv terminals. pn-board Minning capability. Insulated blower cabinet. Hcat Exchanger Limited Wan-anty: 20 years, lnduced Draft Moror 263 -.Factory Installed Solid Bonom 0 277 - High Alritude (U.S.) 29(i - Hieh Attirude ic?fl|;da) 83+ - Hish Aldffi;th Limited Warranty: 5 years. 0r t-.- " " rl .PY .' coNcEPT MECHArvOl, INC. PLUMBING . HEATING . SYSTEM DESIGN P.O. BOX 1165 AVON, COLORADO 81620 PHONE: (970) 949-0200 FAX: (970) 949-0300 4pti18,2002 WL Town of Vail Community Development 75 South Frontage Road West Vail, CO 81657 RE: Moran Remode\ 3797 Lupne Drive; Parcel #2101I I l0l00l Vail, Colorado To Whom It lvfay Concern: Enclosed with this letter are my heat loss calculations and heat loss summary for this project. We will be insa[ing a 50,000 Btuh input (smallest available), high efficiency, gas fumace rated for an alcove installation. A cut sheet is enclosed. The total heat loss for this addition is approximately 12,050 Btuh. My calculations are based on 70o F interior temperature md a-Ztr F exterior desigrr ternperature with limited heat loss through the floor to the heated garage below. We will also be adding a one and a halfton cooling coil (air conditioning) with an exterior condenser, which will be mounted adjacent to two existing condensers located on the north side of the garage. The cordenser is shown on the Architect's plans for tlis project. I have included a sketch showing the location of the furnace and supply and return ductwork as well as a g.ts piping schematic. Flue and combustion air will be installed per code and manufacturer's recommendations. Please call with any questions or comments. Thank you. Timothy J. Roreq, P.E; V.PlSecretary Concept Mechanical, Inc Encl. Sincerely yours, Cc: Mr. Rick Winkeller; George Shaeffer Construction Company - o GI Di1 Class: Prenrium ?he Criterion lI plus 2 is designed to meet the comfon needs of discriminatine homeowners in the replacement merket. The Criterion II Plus 2 fumace is able to meet almost all heating requirements with low first-stage operation, providing I more even comfort level, quiet operadon and energy bill savings. N{<ldel designation and configurationst AFUE (Vo): 80.3 - 82.3 BTUH (# of Models): 50,000 - 150,000 (7) CFM (Cooling Tonnage): 585 - 2240 (l.s _ s.0) @ .5" E.S.P. Weighr (lbs)r 85 - t50 Moror F[,A: 7.1 - 9.s Cabinct: Platinum-colored jacket with coordinated green doors. Heat Exchanger: Aluminized steel. Ignition Type: Direct spark lgnrtton. Product Features: 34" Tall. Left or Right Side gas and electrical inlet connections. Control Diagnostics. Remote Flame Sense. Tlvo Stage Gas Valve and Inducer Motor. Fuse-protected transformer and control. Permanent washable fi lter. Low-speed continuous fan. All 4-speed motors. Electronic air cleaner and humidifier accessorv terminals. pn-board Minnjng capability. hsulated blower cabinet. lVarrantv: Heat Exchanger Limited Warranty: 20 years. Induced Draft Moror Limited Warranty: 5 years. Integrated Fumace Control Limited Warranty: 5 ye:u AII Orher Parts: I vear. Accessories: Fossil Fuel Kir RXpF-FO] RXPF-FO2 (meets TVA requircments) Extemal Side Retum Filter Rack (not for downflow model): RXGF-CA Extemal Botrom Retum Filu Rack (not for. downflow models): RXCF-CB Extemal Top Mounr Filter Rack (downilou onlv): RXGF-CC Solid Borrom: RXCB-D14. -D17, -D2t. _D24 Combustible Floor Base (dou,nflow onlyt: RXGC_ -ts14, _817, _Bzt LP l(it: RXC.I-Fp09 Retum Air Cabrne:: RXGR--cl48, -cl78, _c218. -c248 High Alritude prcssure Swirch Kit: RXGJ-Fl3 0ption Codes: 263 -.Factory Installed Solid Bortom 277 - High Altitude (U.S.) 296 - High Alrirude iCan"aut 833 - High Altitude with Solid Bonom (U.S.) B3a - High Altitude with Solid Bottom (Canada) .' CONCEPT MECHANa{.L, INC. PLUMBING . HEATING . SYSTEM DESIGN P.O. BOX 1165 AVON, COLORADO 81620 PHoNE: (970) 949-0200 FAX: (970) 949'0300 fupm8,2002 Town of Vail Community Development 75 South Frontage Road West Vail, CO 81657 RE: Moran Remodel, 3797 Lupine Drive; Parcel #2101I I101001 Vail, Colorado To Whom It lvlay Concern: Enclosed with this letter are my heat loss calculations and heat loss summary for this project. We will be installing a 50,fi)0 Btuh input (smallest available), high efficiency, gas furnace rated for an alcove installation. A cut sheet is enclosed. The total heat loss for this addition is approximately 12,050 Btuh. My calculations are based on 70o F interior temperature ud a-2tr F exterior desigrr temperature with limited heat loss through the floor to the heated garage below. We will also be adding a one and a halfton cooling coil (air conditioning) with an exterior condenser, which will be mounted adjacent to two existing condensers located on the north side of the garage. The condenser is shown on the Architect's plans for tlis project. I have included a sketch showing the location of the furnace and supply and return ductwork as well as a gas piping schematic. Flue and combustion air will be installed per code and manufacturer's recommendations. Please call with any questions or comments. Thank you. Sincerely yours, Timothy J. Roseq P.E.; V.P.lSeetetary Concept Mechanical, Inc Encl. Cc: Mr. Rick Winkeller; George Shaeffer Construction Company 9 . 3'-1 "QGeali ,tDr?rl$Wu*t f{ -r )} ^,- tc' ,, *trrP. o? sl rO q'lr+r to b&6"4)@ u iiq^ afl?AY-, b'frQe l/,+rtD Doctr rc tz!; go(I'?JAN 09ZooZ O 2ftew aHU-*.cto:cE st+EFFiR c0N$'nlJcflcN ISSUES iottul 26Lr44 {o y.q?r(b oqw %h>Ltlltrvr AF, ft)?+rr@ tN AtWa?KI)' r^,fTlt @uud w"b(o( Ao"xl') fbtre*, O%ro,' CONCEALED IN '... ARUOR Lo" y l( @ul{Ytd)'YIrfWtl NA&aV 'tz'-17" TOWN OF VAIL 75 S. FRONTAGEROAD VAIL, CO 8!657 970-479-2138 Job Address: Location.....: 3797 LUPINE DR Parcel No...: 2l0l I I l0l00l ProjectNo : pg5O t_O{-?? oyitNER MoRAN, CHLOE HELD 1480 BOHNS POI}flT RD WAYZATA MN s53 91 License: coNrRAcToR coNcEPT MECTIANTCAL, INC P.O. BOX 1L65 AVON, CO 41620 License: 189-P APPI-,ICAI{IT CONCEPT MECHANICAI, INC P.O. BOX 1155 AVON, CO 4L620 Iricense: 1.8 9 -P Plumbing--> Plan Check--> lnv€stigation-> will call-> ARTMENT OF COMMIJNIry DEVELOPMENT NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES PLUMBNC PERMIT Permit #:P02-00r4 Status...: ISSUED Applied..: 03/14/2002 lssued. . : 03/19/2002 Expires. .: 0911512002 03/L4/20o2 Phone: 03/L4/2oo2 Phone: 97O-949-0200 03/t4/2002 Phone: 970-949-0200 Desciption: rough in and get fixtures for two added bathrooms Valuation: $5,600.00 Fireolace Infomation: Restricted: ??# ofcas Appliances: ??# ofcas Logs: ??# of Wood Pallet: ?? $90 . o0 Restuarant Plan ReYiew--> S22.sO DRB Fee-----> $o . oo ToTAL FEES---> $3.00 s0. oo $0. oo s115. s0 $115 - 50 $0.00 s 115 - 50 s115.50 s0.00 Total Calculated Fees--> Additional Fe€s-----> Total Permit F€€-> Paymenls_---> BALANCE DT,IE-> Item: 05L00 BUILDING DEPARTMET{IT o3/L4/2oo2 DF Action: AP rTEM: 05600 FIRE DEPARTME}E Cond:12 (BIrDG. ) : FIELD INSPECTIONS CONDITION OF APPROVAL ARE REQUIRED TO CHECK FOR CODE COMPLIANCE. 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 aPproved Uniform Yd Code is structure according to the towns zoning and subdivision codes, design review l{ar 13 O2 97e.479-2149 mvv0Fuln 75 S. Frontage Rd. Vail, Colorado 81657 * * * J,** **** * *** * * ** * ** * * * * i * **** * i* i rr !t* FOR OFFICE USE ONLY* t****tti**tt** tr****r-* **t** **ttlt** contact and Phone #t: COMpLETE VALUATTON FOR pLUMBING PERI{IT (UOor & }laterials) orurrt*o, t SCq.g Asgr;sson Office at 970'328'8640 or visit ET bia-s rob Fdd(elrs: 371 / fu4 ine /Nrt,W, I ffiY:i;W &J14oonS Workclass: New( ) Addition() Altemtion( ) REair( ) other( ), tto. of Rccommodation UniE in this l,lo. ot eti.ting Dwelling Units in this building: f/everyondfo rm{PmuPerm Ilan 13 OZ O2:16p Concept llechan i ca I o 9?O g4g 0300 o Inc p.1 Concqfi M€chsnical' Ins a FACSilMII,E TRANSMISSION ro:\4,t1 (il\$"s ) *, [)t^^r^r'rt^t P-.**J FA* L{17- e'At ^ DAIE: 3\dp2_ COMPAIIIY: FRoM: C[qi:dral{* MESSAGE: -!*,,u)'tfr'fu6Y %M^: 'lg %/u/'At]tn-(c^! TNI TO FOILOW s o o O7-12-2W2 Inspecdon Request Rcportlng Q:5Eam -__ _ _.__ UAIL,CO;IOII|IIOE_---- R.cuesbd lnsp€ct Dab: Frlday, July 12, 2(X)2 ' Inspec0onArea: JRM Slb Address: il,"ff,HPo*,* ArPrD lnlbrm.t on Adhfiv: B{I2ff(F Tvna: A-BUILD Sub Tvpe: ASFR St6tus: ISSUED Const TyFr6: Occupaircy: [Ae: V N Insp A€€: JRM Onior tilORAll, CHLOE HELD Cofltraclor: SI'IAEFFER CONSTRIJCTON Phona: 97}8il$5656 Apdicrnt: SHAEFFER COilSTRl"JCTlOltl Phona: 970-84$5556 Descrhilon: REI,|OO€L OF ATTrc. SPACE INTO 8EIrROO{i,S/BATHROOT S W|TH THE ADDlTlOf.l OF A NEW ' MLLWAY ibtk€: Addaotsable llt€ ahm swl€m l$ reoulred. lrodmca$orF to er|3llno svsl€m ar€ nol srdllclor lo n|€€l cun€nl minlmum c(ds6 and sbrfubr(ts. Fir€ ahrm p€mfi is r€qulred. - MfrcGEE Comment Sac lwce on p€rmn A(F2-(xf2O. RotqglFln ins gpprov€d but rpp.oyal of orerall pomn b nol y€t lppforrrd s d04n8toz.- $MCGEE Commenl: ROI,TED TO JRM AiIO BILL FOR REVIEWAPPROVALS. DFLORES R€ouested Inseecton{sl R€querted Tlm€: 0E:00 AIU ' Ptp.re: 97$84$5666 €nt r.d Ry: DFLORES K R€qusslor: SHAEFFER CONSTRL cTlohl A$lgtuTo; A(ICHS , It€m: 534 PI..AN - FINAI-C,O Actlofi:TfmG Exp; t/tz/oz lnsDec{on Hlstory Itcm: 3) BLtrg:F.tlqlng !lem: 50 liem: 60 Itom: 534 0dt19lg2 Inip€c'lor: B|-DGlnsumon ' o4/2SO2 Insp.c{or: B|.D&Shastrock fibll O425/UZ hgoeclotl BlDeliffec. BI-DGFlnsl OTtOlloZ Insp€ctor: JRM Acfbn: DN D€NIED Commedr: PEND|I.IG PERMJTS STILL OPEN. At)-2-0920 Al.lD MECH PERMIT, SPOKE WITH FRANK TO Fll,lAL THESE OUT BEFORE CALLIiIG FOR Buf,Dltlc FIML. PLAII - F[\liL OfO ,/,,)(-,(/{Y,p{\A\ Acilon: AP ATPROVED Actbn: APAPPROVED Action: AP APPROVED llrm: 70 Itur: 90 REPT131 Run Id: 16?9 O o TAWN OFVAIL NOTE: THIS PERMIT MUST BE PoSTED ON JOBSITE AT PROJECT TITLE: MORAN RES. NEW (SFR,P/S,DUP) PERMIT Perrnit 75 South Frontage Road Vail, Colorado 81657 970-479-213V479-2139 FAX 970-479-2452 Description:NEW SFR Occupancy Dwellings Private Garages Department of Community Development Job Address:Location...: Parcel No..:Project No.: 3797 LUPINE DR 2101-111-01-00 2 PRJ95-0116 Status. . .epplied.. Issued. . . Expires. . ISSUED 07 /03/Lees 08 /03 /Lee5 0L/30 /Lee6 APPLICANT J.L. VTELE CONSTRUCTION Phonez 970-476-3082 1OOO S FRONTAGE RD WEST IT2O2, VAIL CO 81657 CONTRACTOR J.L. VIELE CONSTRUCTION Phone-. 970-476-3082 1000 s FRoNTAGE RD WEST #202, VAIL CO 81657 OWNER MORAN CHLOE HELD 1480 BOHNS POINT RD, WAYZATA MN 55391 Type Zone 1 V-N Zone 1 V-N Number of Dwelling Factor Sq. Feet Units: 001 Valuation 3't2,5L7 .80 12,730.80 385 ,248 .60 385,248.60 996,000. 000 fof t,ood/Pat tet: 9,O97 .& .m 9,O97 .60 9,O97 .60 .00 Division: Division: Division: Division: 77.90 20 .60 Subtotal: 4,782 618 5,400 Table Dare: 06/20/t995 Fi replace Infornation: Restricted: YES Total Valuation: Adjusted Valuation:Town of Vail flOf Gas Appt i ances:#of cas Logs: 1 .0O Total Catcutated Fees---> ffiffifffiffiffitr*ffi*ri*ffi#********t#**#*fifi FEE SUl,ll'lARy *****ffi*i*********t********ft*****tt**ffi***i*ffiffi** Bui Lding----> Pl,an Check---> lnvest igat i on> tli Lt Cal,l,----> 4,3?4,W ?,410.60 .00 3.00 Restuarant Ptan Revi ew--> DRB Fee-------- Recreation Fee----------> Cl,ean-Up Deposit--------> TOTAL FEES----- DEPARTMENT Action: APPR DEPARTMENT Action: APPR Action: APPR ACIion: CANC Action: APPR FIRE DEPARTMENT DAN Action: APPR PUBLIC WORKS CHARLIE Actj.on: APPR 400.00 810.00 750.00 9,097 .60 AdditionaI Fees---------> ToteI Permit Fee--------> Payments------- BALANCE DUE---- tr**********ffiffi*t!h|tff**ffit*'t't**************i.l**Jr*****ffi********************ft**#*************ffi*#ff*t**tr**ffiff***** Item:05100 o7 /L8/lee5 Item: 05400 o7 /25/Lee5 o7 /28 /Lee5 o7 /28 /Lees 07 /28/tees Item:05600 o7 /25/ree5 Item:05500 07 /2L/Lees BUILDING DAN PLANNING RANDY RANDY RANDY RANDY DePt: BUILDING Dept: PLANNING see condiLions see condi-tions project approved Dept: FIRE Dept: PUB WORK ****ffi ***ffi *ffi ffi *:t**Jr}ffi **********,rJr*t|"Jr,rffi **ffi*ffi **ff *#***ffi f,*****t******ht*ffi * See Page 2 of this Document, for any conditions that may apply to this permit. DECLARATIONS I hereby ackmvledgc that t have read this apptication, fitted out in ful,l. the informtim rcqui rcd, comptetcd an accurate ptot ptan, and statc that atl the information Provided as required is correct. I agree to corpty rrith thc intornation and ptot pLan, to conPl'y vith aLl Tom ordinances and statr [aus, and to build this structure according to thr Toun's zoning and subdivision codes, design revicv approved, Uniform Buil,ding cod. and othef ordinances of the Toun appl,icabte th!r!to. {7*"*uo'uu o o /jr/ /l*&^ - b1-9. /lrfuQ '-*fu'f urts '{*'4'( L/ cc>uf/t-t<2, ,fu 6ft1' Ur'l Eil //Ez 'rzaa^az' ' L &1. l*'/,'- fftL j; rftlr ^! ,es 6*- REOUESTS TOR send c BE I{ADE VIELE o TI,IENW -FOUR HOURS IN ADVANCE BY TOWN OFVIN CE fRo[ E:00 A 75 South Frontage Road Vail, Colorado 81657 970-479-2 I 3 8/47 9-2 I 3 9 FAX 970-479-2452 Department of Community Deve lapment PAGE 2 ******************************************************************************** CONDITIONS OF APPROVAL Pernit #: 895-0202 as of 08/03/95 Status: fSSUED *********************************************************{.********************** Pernit Type: NEV' (SFR,P/S,DUp) PERMIT Applicant: J.L. VrELE CONSTRUCTION Job Address: 3797 LUPINE DR Location: Parcel No: 2101-111-01-002 Applied: 07/03/t995 Issued: 08/03/1995 ******************************************************************L************* ******************ik****************::T?ITI?I:...******************************** ].. THIS PROJECT WILL REQUIRED A SITE IMPROVEMENT SURVEY. SUCH SURVEY SHALL BE SUBMITTED AND APPROVED PRIOR TO REQUEST FOR A FRAME INSPECTTON. 2. ATTIC SPACES SHALL HAVE A CEILING HEIGHT OF 5 FEET OR LESS, AS },IEASURED FROM THE TOP SIDE OF THE STRUCTURAL MEMBERS OF THE FLOOR TO THE UNDERSIDE OF THE STRUCTURAL MEMEBERS OF THE ROOF DIRECTLY ABOVE.3. Exterior lighting plan to be submitted & approved by planner prior to framing inspection. plan to include site plln show ing total nunber of fixtures and location, lumen/luminous area calculations for any fixtures not fully cut-off and fixture details.4. Ridge elevations to be as per approved DRB site plan.5. AII material-s and colors to be per the DRB approval. Glass 9n top of breakfast room to be darkly tinted to prevent leakage of light to outside areas. Copper shingles to be "dulled" to meet DRB non-reflective criteria.6. A1r trees to remian must be protected with fencing during the construction process. The soil stockpire areis lrere previously approved-see derno plans-and muit be fenced off using silt fencing. protect. the pond and Gore creek from sedimentation at aLr times. No change to the Gore creek inlet or outlet is authorized with these plans. OnIy the section of ditch shown on the site plan is authorized to be rnodified. Al1 plans shalr conform Lo approvals granted by the _Arny coE. No work except the necessary chaniel_ rerocate and the path construction is authorized in the froodplain. {p^"*ruo *******************************lt******************************** Tgvlt{ oF VAIL, CoLORADO statemnt *****!t******************!t!*********************tt***!r************* statemnt Number: REc-0051 Amount: 8,gg7.60 oB/03/95 10:04 Palrment Method: CK Notation: 327OL Init: AB Permit No: 895-0202 Tlpe: B-BUILD Parcel No; 2101-111-01-0b2 Site Addreaez 3797 LUPINE DR Total Fees:8,897.50 Total ALL pmte: NEW (SFR,P/S,DUP) PE 9,097.60 9,O97 .60 Thie Payment * * * * * * ** * * * * * * * * * * * * * * * * * * * * * * ** * * * * * * *lilil::;.*. " * * * * * * * * * ; l9-.Description BUILDING PERMIT FEES DESIGN REVIEW FEES PLAN CHECK FEES CLEANUP DEPOSITS RECREATION FEES VIILL CALIJ INSPECTION FEE Account Code 01 0000 41310 01 0000 41331 01 0000 41332 01 0000 22002 30 0000 4s032 01 0000 41336 Amount 4 r324.00 200.00 2 r87O.60 750.00 810.00 3 .00 TOYTN OF VArL, COLORADO Statemnt rl*********!****************************************************** Statemnt Nurnber: REC-0050 Arnount:200.00 o7/3L/9s o7:oo Payment Method: CK Notation: PRE-PAID DRB Init: Ds Permit No: Parcel No:Site Addrese: This Payment Account Code 01 0000 41331 Total F'eee:200.00 Total ALL PntE: Balance: 895-0202 T!pe: B-BUILD NEW (SFR,P/S,DUP) PE 2101-111-01-002 3797 LUPINE DR **************************************************************** Description DESIGN REVIEW FEES 9,097.60 200. 00 8, 897 . 60 Anount 200.00 g,' &o t - t | | - r,, t\**"?f, x*,:****u$ ,$tr&"?,ncnr, + z' aa ( - t ( | - o t, ?0_ {$-il#iiL?gH"HUlgUMLA{ilH r ApprrcArroN MUsr BE FrLr,ED our couprrErELy oR 14 nodlfrh0EU,lF8J*"o .l f,******:********************** PERMTT rNFoRl.lATtgt! [UffilffiDEl[ttE,..************** Dd-Buirding g 3-elunbing [ ]-Electrical I J-Mecha;ibal [ ]-other Job Name: Ho^r" l/|ts,w;,,cE Job Address: 3717 f.YuPla€ DLIE Legal Descriptiorr, f.,otft Block- rtttns-.p sn*rvrsroN: Ohrners Name: /^S'utul Cptae HonaJ Address: Architect:Address: l4s E tleao,u qun Ph'97{'-sto: ,t ,t General Descriptionz NEut l(e94q.,l,cp _, _ I{ork crass:'Xl-New [ ]-Alteration [ ]-Additional I 1-nepair [ ]-other Nunber of Dwelling Units: y'Number of Acconmodatl-on Units: ^ Ipmber and Tlpe of Fireplaces: cas Appliances_ cas Logs_ wood/pellet__v l\... Fayiyt-d), l; * * * * * * * * * * * * * * * vAwATroNs * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * Eurr,orxc: l8a5,ooo ELECTRICAL: I OTHER: $ ,TOTAL:W PLIIMBING: l3l,ooo * * * * * * * * * * * ** * * * ** ** ** * * ** * Town of Vall Reg. No. 1y8-A Phone Number: Electrical Address: Plunbing Contractor:SForlD Address: Mechanical Address: Contractori ******************************** FOR BUTLDING PERilIT FEE: PLWBING PERMIT FEE3 I'IECHANTCAL PER}TIT FEE: Town of vail Reg. No. l?A-4 Phone Number: gn-a*-ST oFFICE USE ** * ** * * * ** * * * * * * * * * * * ** * * * * * *** BUILDING PIAN CIIECK FEE: PLU}IBTNG PI,AN CHECK FEE: I.IECHANICAL PIAN C ELECIRTCAL FEEI OTHER TYPE OF FEE:DRB FEE z <}I fr4 REcREATTon snV|lq cr,EAN-up DEpos)"rir: TOTAL PERMIT FEES: I TyPE lcRouP t_t_l_l_{ BUTLDING3 STGNATT'RE: ZONING: STGNATTIRE:Connents: CI,EAN I'P I'EPOSIT REFIIND T1}:t ttr, e C.oNstt4tt <.'1oN TO: FROM: DATE: RE: O MEMORANDUM ALL CONTRACTORS TOWN OF VAIL PUBLIC WORKS DEPARTMENT MAY 9, 1994 WHEN A "PUBLIC IiVAY PERMIT'IS REOUIRED Pfease answsr the following questionnaire regarding lhe need for a 'Public Way Permit': NO ls this a new residence? ls demolilion work being performed lhat requires the use of the right of way, easements or public properly? ls any utility work needed? ls the driveway being repaved? ls diflerent a@ess needed to site other than existing driveway? ls any drainage work being done atfeaing the right of way, easements, or public property? ls a'Revocable Right CI Way Permit' required? A. ls the right of way, easements or public property to be used for staging, pafting or fencing? B. lf no to 8A, is a parking, staging or fencing plan required by Community Development? lf you answered yes to any of these questions, a "Public Way Permit" must be obtained. 'Public Way Permit" applications may be obtained at the Public Work's ofiice or at Community Development. lf you have any questions please call Charlie Davis, tha Town of Vail Construction Inspector, at 479-215/3', I have read and answered allthe above questions. 'ona,t NesoFtxn vt9s 1) 2) YES X Oo>-tE X x X X x 3) 4) s) 6) k 7l 8) Job Name Date 3) PUBLIC WORKS PERMIT PROCESS How it relates to Building Permits: 1) Fill out our check list provided with a buildino oermit aoolication. lf yes was answered to any of the above questions then a "Public Way" is required. You can pick up an application at either Community Development, located at 75 S. Frontage Road or Public Works, located at 1309 Vail Valley Drive. 2) Notice sign otfs for utility companies. All utilities must field verify (locate) respective utilities prior to signing application. Some utility companies require up to a 48 hour notice to schedule a locate. A construction traffic control/staging plan must be prepared on a separate sheet of paper.An approved site plan may also be used. This plan will show locations of all traffic control devices(signs, cones, etc..) and the work zone, (area of Construction, Staging, etc..). This plan will expire on OcL 1Sth. and will need to be resubmitted for approval through the winter. sketch of work being performed must be submitted indicating dimensions (length, width & depth of work). This may be drawn on the traffic control plan or a site plan for the job. Submit completed application to the Public Works's otfice for review. tf required, locates will be scheduled for the Town of Vail Electricians and lrrigation crew. The locates take place in the morning but, may require up to 48 houis to perform. The Public work's construction Inspector will review the application and approve or disapprove the permit. You will be contacted as to the status and any that may need.ed. Most permits are released within 48 hours of being received, but pteas6 allow up to one week to process. As soon as the permit is processed, a copy will be faxed to Community Development allowing the "Building Permif'to be released. Please do not confuse the "Public Way Permit" with a "Building Permit" to do work on a project itself. NOTE: * The above process ls for work In a public way only.* Public Way Permlts are vatid only until November 15th.* A new Public Way Permit is required eech year if work is not complete. 4) s) 6) 7) cdtrnay 75 South Frontage Road Vail, Colorado 81657 303-479-2 I 38 / 479-2 I 39 FAX sos-479-2452 2. Department of Comnuniry Developrnent INTONNTTOf, TEEDED IfHEtf APPLTIf,G FOR A I,IECHAITTCII, PENI|II 3. 4. HEAT LOSS CALCUI,ATIONS. TO SCALE FLOOR PI-,AN OF MECI1ANICAL ROOM WITH EOUIPI4ENT DR.AWN IN TO SCAI.,E, W]TH PHYSICAL DIMENSIONS AND BTU R,ATINGS OF ATL EQUIPMENT IN MECHANICAL ROOM. SHOW STZE AND LOCATION OF COMBUSTION AIR DUCTS,, FLUES, VENT CONNECTORS AND GAS LINES. NOTE WHETHER ELEVATOR EOUIPMENT WILL ATSO BE TNSTALLED IN MECHANICAL ROOI'{. FAILI'RE TO PROVIDE SHIS IITFORUITTOII WII..L DELAY IOUR PEruIIT. 75 loulh tronbge road Y!ll. colorrdo 81657 (3(xl) 479213E (3Gl) 47$2139 olflce ol community deYelopment NorrcE To coNTRAcroRs/ovm[ER BuTLDERS Effective June 20, ]-99]. , the Town of Vail Building Department has developed the following procedures to ensure that new construction sites have aclequately established proper drainage from building sites along and adjacent to Town of Vail roads or streets. fhe Town of Vail Public lforkE Department will be required to iaspect and approvE drainage adjacent to Town of Vail roads or streets and the installation of temporary or permanent culverts at access points fron the road or street on to tbe construction site. Such approval must be obtained prior to any request for inspectj-on by the Town of Vail Building Department for footings or temporary electrical or any other inspection. Pl-ease call 41 9-2L60 to request an inspection from the Public Works Department. A1low a minimum of 24 hour notice. Also, the Town of Vail Public Works Deparlment will be approving alI final drainage and culvert instaflation with resulting road pacching as necessary. Such approval must be obtained prior to Fjnal Certifj-cate of Occupancy issuance. 75 south trontage rosd v.il, colo.ldo 81657 (303) 479-21.38 or 479-2L39 TO: FROM: DATE: su&TEet: oftlce ol communlly dey.lopm.nl ALL CONTRACTORS CT'RREIflTLYL REGISTERED WITH THE TO!{N OF VAIL TOWN OF VAIL PUBLTC WORKS/COMMI'NrTY DE\|EI,oPMENT !,IARCH 16, 1988 CONSTRU TION PARKING E }'ATERIAL STOR,.AGE rn sunmary, ordinance No. 6 states that it is unlawfur for any person to litter, track.or deposit.any soifr-roci, sand, debris or naterial , incruding trash iunpsterl , poriaui" toir.ets and worknen vehictes.upon any streetl "ie;;"ik;-;ii;y or public p]?:" or any portion theieof. ihe risht_";j;t-;n arr Tosrn of Vail streets and.Igag= is approximately 5 ft. 6ff pavement.This ordinance witt be. st'i;iit-enrorcla ui-in"-roh,n of vail Pubric works Department. persins found vi6rattng this ordinance yill- be siven a 24 hour written--n"ii""-t"-;;;;;:'="id nareriar.rn the event the person so notified.aoes noi-""rpiv with the notiee within the 24 hour.tiroe -pe-iii;a,"rh";iliic works Department wirr remove said matei-iai-;i-[n"'"r.i!i!e of person notified. The provlsionJ .r-trti" ordinance shall not be applicable to c-onstruction, riirt"rutrce or repair projects of any street or alley or any utilities i" irr"-rigii_"_""y. To review ordinance No. 6 in furl, prease stop by the Tordn of Vail Building Department to obtain a sopy. rnanr you for your cooperation on this matter. (i.e. contractor, owner) lnwn |lal 75 toulh honhge road u!ll, color.do 81657 (303) 479-2138 or 479-2L39 olflco ol communlty dcy.lopmcnl BUILDING PERI.|IT ISSUANCE TIME FRAI,IE If this peryrit requires a Town of Vail Fire Department Approval,Engineer ts (.pub't ic t.torks) reyiew and approvai,-i iiiijiini'b"pu"rn.nt review or Health Departmiint-review, anl a_review by the euiiiing'-"-Departnent, the estinated time for a total "euien-i"v i.[i'as t6ng as tliree weeks. All conrnerc-ial ('rarge or smail) and all murti-family permits will have to follow the ibove menti6ned maximum requireminii. iesidential and . sma'l 'l pro jects- shoul d take a 'l esser amount of time. However, i f residential or smaller.projects impact the various-uuou" mlntioned departments with regard. to necessary review, tG;; ;;;j;.Ii *y also take the three week period. Every attempt wr'll be made by this department to expedite this pennit as soon as possible. - I, the frame " underSigned, understand the plan check procedure and time t=lorart WsPs^t'g Conmuni ty Development Department. Town of Vail- 25 south Frontaqe Road vail. Colorado 81557 (303) 479 -2138 Plan review based on the 1991 Uniform BuiLdino Code Project Number: PRiI95 - 0116 Address: 3797 E. LUPINE DR Contractor : ,J. L. VIEI-,E Architect: MORTER ARCH. Engrineer; PETER MUNROE Name: MORAN RESIDENCE Date: ,July 5, 1995 Occupancy: R3, M1 Type of Const: V-N Plans Examiner r DAN STANEK # SHEET IDENTIFICATION CORRECTION REQUIRED 1 A bathroom is required to have an openable window or a mechanical ventilation svstem. -- sec. 1205. (c) In bathrooms with a tub or shower and in laundry rooms a mechanical ventilation system connected directly to the outside sha11 be provided. Bathrms which contain only a reater closet or 1av. may be ventil-ated with a recircutating fan. UBC 1-205(c). Domestic clothee dryer exhaust ducts shall be installed as per I]Mc 11-04 and 1903. Flexible duct connectors may not. exceed 5' in lenqth and sha11 not be concealed within construction. Ducts shal-l terminate outside the buildinq and not exceed 14' l enqf th . Crawl spaces are requirecl to be ventilated by mechanical means or by openings. Such openings shall have a net area of not tess than 1 sq. ft. for each 150 sq. ft. of uniler-floor area. UBC 2515(c)5. Provide a minimum 18X24n underfloor access. UBc 2515 (cl 2 . Heating and cooling equipment l-ocated in the garaqe shall be installed with the pilots and burners or heating elements and switches at least 18" above the f loor Level of the elarage. UI.!C 508. Equipment located in underfloor area shal1 rest on a concrete sl-ab or be suspended from the floor above, be provided with an access and passageway, and have a permanent ei.ectric outlet and ligrhting fixture? In buildings of unusually tight construction (aLl new conshruction within the Town of Vail), eombustion air shal1 be obtained from the outside. Such combustion air openings sha1l be as per 1JMC ch. 6. 1.0 11 Furnaces not listed for closet or alcove inetallation shall be inatalled in a room or Epace havinqr a volume at least 12 tirnee the voLune of the furnace. A boiler unit wil-L require a space 16 timeg larger than the boiler. IJUC 504 (b) Suppl.y a mechanical drawing indicating desiqn of systen, size (BTU and volume) of equipment, vent Location and tennlnatl-on, and eombustion air to be supplied prior to any installation. The garage must be separated from lhe dwellinq by thr fire-resietive construction on the garaqre gide. -- Table 5-B & 503. (d) exc.#3 The door between the garage and the dwelling is required to be a 1 3/8 inch thick solid core or 20 minute self closing door. -- sec. 503. (d) exc.#3 The open side of all decks, porches, atairs, etc. which are rnore than 30n above qrade sha1l be protected with a guardrail . Openings can not exceed 4n. Wibhin R-1 occ. and all R-3, heiqht nin. is 35" -ouhside R-l occ. height min. is 42". VBC t711 . Include a copy of the soi16 report for the site to be built on. -- Sec. 2905. LZ 13 14 o Town of Vail 25 South Frontage Road Vail, colorado 815 57 (303) 479 -2138 Plan analysis based on the 1991 Uniform Building Code Project Number: PRrl95 - 0115 Address: 3797 E. LUPINE DR Contractor : ,J. IJ . VIELE ArchiEect: UoRTER ARCH. Engri.neer: PETER MITNROE NOTE:The code iterns l-isted in this report listing of all possible code requirements selected sections of the code. Name: MORAN RESIDENCE Date: ifuly 5, 1995 Occupancy 3 R3,M1 Type of Const: V-N Plans Examiner: DAN STANEK are not intended to be a cornplete in the 1991 UBc. It is a qfuide to DIRECTION BOIJNDARY NoRfH Property l ine EAST Property l ine SOUTI{ Property lj.ne WEST Property line SEPARATION AREA INCREASE 25.0 Feet 97.0 Feet 21.0 Feet 12.0 Feee FIRE PROTECTION 25.0 Feet 97.0 Feet 2L.0 Feet 12.0 Feet OPENING PROTECTION EXTERIOR WAI,I, FIRE RATINGS AND Table 17-A & Table 5-A AREA MIN. LIGHT MIN.VENT NO.EXITS EGRESS 2 MaEter bedroom 248 2 Master bath L'77 2 Office L55 2 Bedroom #1 236 2 Bedroom #2 272 2 Bath room 89 2 Hal-1s, closets, etc. 642 TOTAL FOR FLOOR T82O 1 Living room 5I7 1 Dining room 247 1 Kitchen I72 1 Breakfast room 159 1 Mud room 78 1 MaEter bedroom 225 1 MaEter bath 183 1 2 -Powder rooms 53 1 Garage 518 1 Lraundry room 93 1 Halls, closetE, etc. L225 TOTAL FOR FLOOR 3580 BUILDING TOTAI, 54OO 24.80 0. 00 L5. 50 23.50 27 .20 0.00 0.00 51.70 24.'l0 r.5.90 0.00 22.50 0.00 0.00 0. 00 0.00 0.00 L2 .40 t'.t'5 7.80 11.80 1? (n 4 -45 0.00 2f,. u3 LZ. J) 8.50 8.45 3.90 LL.25 9.15 2.55 0.00 4 .65 0.00 Yes. No No Yes Yes No No L 1 t_ 1 1_ L 1 1 1 1 1 I L t- 1 1 L 1 1 z z No No No No No Yes No No No No No FOOTNOTES: 1) EGRESS - An operable window or door that opens directly to che exterior is required from thj-s room. The minirnun clear openable area must meet the followinq. -- Sec. L204. 1) The minirnum clear height is 24 inches 2) The minimum cl-ear width is 20 inches 3) The minimun clear area is 5.7 Equare feet 4) The maximum sill height is 44 inches 2) The number of exits is based on Table 33-A (Dwellinqs) 3) A mechanical ventilation sysbem may be used. in in lieu of exterior openings for ventilation. -- Sec. 1205. (c) ROOM DTMENSIONS: Habitable space sha11 have a ceiling height of not less than 7 feeE 6 j-nches. Kitchens, halls, bathrooms and toilet conpartments may have a ceiling height of 7 feet measured to the Iowest projection. If the ceilinq is sl-oping. then the minimum height is required in onty I/2 ot the area' - -Sec. 12 07. (a) Every dwelling unit shal-l have at least one room which has not less than 120 square feet of floor area. Other habitable rooms except kitchens shaLl have an area of not less than 70 square feet. -- sec. 1207. (b) Habitable rooms other than a kitchen shall not be less than 7 feet in any dimension. -- sec. 7207. (cl GLAZING REQUIREMENTS : A11 glazing in hazardous l-ocations is required to be of safety glazing material . - - Sec. 5405. (d) 1) Glazing in ingress and egress doors except jalousies. 2) Glazing in fixed and sliding panels of sliding door assemblies and panels in swinqinq doors other than wardrobe doors. 3) GLazing in storm doors. 4) Glazing in all unframed swinqing doors. 5) Glazing in doors and enclosures for hot tubs, whirlpools, saunas, steam rooms, bathtubs and showers. Glazing in any portion of a buildinq wall enclosing these compartments where the bottom exposed edge of the glazing is less than 50 inches above a standing surface and drain inl-et. 5) Glazing in fixed or operable panels adjacent to a door where the nearest exposed edqe of the glazxinq is within a 24-inch arc of either vertical edge of the door in a closed position and where the botlom exposed ed.ge of lhe qlazing is less than 50 inches above the walking surface. 7) GLazing in an individual fixed or operable panel . other than those locations described in items 5 and 6 above, than meets aII of the followinq conditions: A. Exposed area of an individual pane qreater than 9 square feet. B. Exposed bottom edge less than 18 inches above the fIoor. C. Exposed top edge greater than 35 inches above the fIoor. D. one or more walking surfaces within 35 inches horizontaLly of the plane of the glazing. 8) Glazing in railings regardless of height above a walking surface. Included are structural baluster panels and nonstructural in-f il-1 panels. See exceptions. SUOKE DETECTOR REQUIREMENTS: A smoke debecbor is required on the ceil-ing or wal-I at a point centrally l-ocated in the corrid.or or area qiving access to each sleeping area.-- Sec. 1210. (a) 4. A amoke detector is required on bhe ceiling or wall in each sleeping area. -- Sec. 1210. (a) 4. A smoke detector is required on all stories. -- Sec. 1210. (a) 4. If the upper level contains steeping room(s). a smoke deteclor is required in che ceiling of the upper level close to the aEairway.-- Sec. 12 10. (a) 4 Smoke detectors are required to be wired Lo the buil-ding's power source and shall be equipped with a battery backup. -- Sec. 1210. (a) 3. Detectors shall sound an alarm audible in all eleeping area of tshe dwelling in which they are located. -- Sec. 1210. (a) 4. OCCUPANCY SEPARATTON: Between the garage and the residenee, naterials approved for Lhr fire construction are required on the garage side only and any doors between the garage and the residence are to be a self -c1-osing 1 3/8 inch soLid core door or a 20 minute fire door. -- Table 5-B & sec. 503. (d) exc. #3 STAIR REQUIREMENTS : A stairway in a dwelling must be at least 35 inches wide. -- Sec. 3305. (b) The maximun rise of a step is 8 inches and the minimum run is 9 inches.-- Sec. 3305. (c) exc. *1 Provide a handrail on one side a stairway 34 to 38 inches above the nosing if there is 4 or rnore risers. -- sec. 3305. (i) Provide a guard rail where drop off is grreater than 30 inches. Minimum height = 35 inches. maximum opening sj-ze = 4 inches, -- sec. 17L2. (a) exc. #1 The minimum headroom is 5 ft.- 8 inches. -- Sec. 3305.(o) Encloaed usable space under the stairs is required to be protected as required for thr fire-resisti-ve construction. -- Sec. 3305.(1) SI{AFT ENCLOSURES: 1) Chutes and dumbwaiter shafts with a cross-sectional area of not more than 9 square feet may lined on the inside with not less than 26 gaqe ga1-vanized sheet tnetal with a1l- joints locklapped. The oucside muat be t hr construction. A11 openings into any such enclosure shall be protected by noC less than a sel,f-closing solid wood door 1 3/8 inches thick or equivalent. -- sec. 1705. (f) 2) Gas vents and nonconbustible piping insLalled in walls passinq through 3 floors or Less do not need to be in t hour shafts. -- Sec. 1705. (c) 3) Shafts for gas vent6, factory-built chimneys ' piping, or ducts that do no! extend through not more than 2 floors need not be in t hour shafts. -- Sec. L706. (c) 4) A11 other shafts are required to be enclosed in a t hour assembly. -- sec. 1706. (a) CRAWLSPACE REQUIREMENTS : 1) Provide venlilation eilher by mechanical means or by openings in exterior wa116. openinq sha1l provide a net area of not less bhan 1 square foot for each 150 aquare feet of area in crawl space. Openinqs shal1 be distributed on two opposite sides and be located ag cl-ose to corners as practical . -- sec, 2516. (c) 5. Note: Vent openinqs may be reduced to 10t of the above if ground surface area is covered with an approved vapor barrier and the buil-ding official approves . For a 2962.0 sq.f!. crawlspace area: Ratio Mj.ninum sq.ft. of vent L/L50 r9.7s 2) Provide l8-inch by 24 -inch access opening to the crawl space area. Note: opening may be required to be larger if rnechanical- equipment is Located in the crawl space. -- sec. 2515. (c) 2. 3) Unless the wood is listed as an approved wood of natural. reaigtance to decay or treated wood, t'he minimum cl.earance betvreen exposed earhh and floor joist is 18 inches. The minimum clearance to beanns and girders is is 12 inches. -- Sec. 25I5.(c) 2. ADDITTONAL REQUIREMENTS : For R3 occupancy This project will require a site improvement survey. Such survey Bhall be submitted and approved prior to request for frame inspection. ALl, crawl spaces within the Town of Vail are limited to a earth !o sLructural floor ceilinq heiqht of 5', be earlh floor only, be ventj-1ated as per UBc 2515(c)5 with minimum access as per UBC 2516(C)2 and maximum accesc of 9 sq. ft. Any building site with a slope of 30 degrees or more shal1 require an engineer design. Such design sha11 address drainage, soil retainage and structural deeign. Excavation below slabs on grade shalt not' be permitted without prior approval . Address numberE Bhall be posted plainly visibl-e and legible from the street. Por Ml occupancy slope garage floor !o a1low for drainage to outside !o provide a floor drain with sand and oil interceptor to dry well or to sewer. Any garage floor drain connected to sewer must be approved by Upper Eagrle Valley water & Sanitation District. In garages with living area above, the walls of the garage wiich are bearing the area above shall be protected with one hour fire resistive conetruction. UBC 503 (B). v 5{P0Rod Glmwood F{rBwortr-Pewr.lr GrorscrnnceL, Iuc.191 ' Springs, CO 81501 Fax 3Gl9{5445t Phone 313 9t|$7388 ( SUBSOIL STI]DY FOR FOUI{DATION DESIGN PROPOSED RESIDEIYCE LOT 4, BIGEORN 2ND ADDITION 37Yl EAST LIJPINE DRIVE vArL, coLoRADO JOBNO. 194M6 DECEMBER 15,1994 PREPARED FOR: CELOE MORAN C/O MORIER ARCHIIECTS 14i} EASTMEADOWDRI\TE VAIL, COLORADO t1657 r o 5020 Road Glenwood Hnrwonnr-Pewr,ax GeorEcHNrrcAL, INc. December 15, 1994 Chloe Moran c/o Morter Architects 143 East Meadow Drive Vail, Colorado 81657 154 Springs, CO 816()1 ( Fax 303 94F8454 Phone 303 94F7988 ( Job No. 194 466 Subject: Subsoil Study for Foundation Design, Proposed Residence, Lot 4, Bighorn 2nd Addition, 3797 East Lupine Drive, Vail, Colorado. Dear Ms. Moran: As requested, we have conducted a subsoil study for the proposed residence at the subject site. Subsurface conditions encountered in the exploratory borings drilled in the proposed building area consist of about 4 to 5 feet of organic soils and sand above dense sandy gravel with cobbles and boulders. Groundrvater was encountered at about 8 feet below the ground surface at the time of drilling. t The proposed residence can be founded on spread footings plaied on the natural subsoils and designed for an allowable bearing pressure of 4,000 psf. The topsoil and existing fill and debris from demolition of the existing house should be completely removed from the proposed building excavation. The report which follows describes, our investigation, summarizes our findings, and presents our recommendations. It is important that we provide consultation during design, and field services during construction to review and monitor the implementation of the geotechnical recommendations. Ifyou have any questions regarding this report, please contact us. Sincerely, r, HEPWORTH-PAWLAK GEOTECHNICAL, INC. Steven L. Pawlak, P.E. Rev. By: DEH SLP/n .--.'"' (TABLE OF COT{IENIS PI'RPOSE AND SCOPE OF STI.JDY. PROPOSED CONSTRUCTION SITE coNDmoNs FIELD HCLORATION SIJBSIJRFACE CONDITIONS FOTJNDATION BEARING CONDMONS DESIGN RECOMMENDATIONS FOTJNDATIONS FLOOR SLABS IJNDERDRAIN SYSTEM SI.'RFACE DRAINAGE LIMITATIONS FIGURE 1 - LOCATION OF HPLORATORY BORINGS FIGURE 2 - LOGS OF DPLORATORY BORINGS FIGI'RE 3. LEGEND AND NOTES FIGTJRE 4 &5 -GRADATION AI.IALYSES TEST RESI]LTS TABLE I - SUMIvIARY OF LABORATORY TEST RESULTS 3 J 3 4 ) 5 a r C PURPOSE AND SCOPE OF STI]DY This report presents the results of a subsoil study for a proposed residence to be located on Lot 4, Bighorn 2nd Addition, 3797 Lupine Drive, Vail, Colorado. The project site is shown on Fig. 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 Chloe Moran, dated September ?8, 1994. The.potential geologic hazard impacts on the property have been addressed by others. A field exploration program consisting of exploratory borilgs was conducted to obrain information on subsurface conditions. Samples obtained during the field exploration were tested in the laboratory to determine classification and engineering characteristics of the on-site soils. The results of the field exploration and laboratory testing were analyzed to develop recommendations for tbundation types, depths and allowable pressures for the proposed building foundation. This report summarizes the data obtained during this study and presents our conclusions, design recomrnendations and other geotechnical engineering considerations based on the proposed construction and the subsoil conditions encountered. PROPOSED CONSTRUCTION The plans for the new residence were conceprual at the time of our field work. In general, the proposed residence will be 2 stories of wood frame construction above crawl space. Ground floor in the garage wiil be slab-on-grade. Grading for the structure is assumed to be relatively min6s with cut depths of about 4 feet. The building wiil occupy the general area of the existing house and have a somewhat larger footprint. We assume relatively light foundation loadings, typical of the proposed type of construction. If building loadings, location or grading plens change significantly from those described above, we should be notified to reevaluate the recommendations contained in this reoort. (' a SITE CONDMONS The site was occupied by a single story wood frame house at the time of our field work. The area surrounding the house is landscaped with lawn and planted tees. The ground surface in the building area is gently sloping down to the north toward Gore Crcek. A man made pond and small stream are located north-northwest of the building area. Water surface of the pond and Gore Creek are about 6 to 9 feet lower than the building area. Large boulders up to about l0 feet in size were observed near the lot. FIELD $PLORATION The field exploration for the project was conducted on October 7, 1994. Two exploratory borings were drilled at the locations shown on Fig. 1 to evaluate the subsurface condirions. The borings were advanced with 4-inch diameter continuous flight augers powered by a track-mounted CME-45 drill rig. The borings were logged by a representative of Hepworth-Pawlak Geotechnical, Inc. Sarnples of the subsoiis were taken with I 3/8-inch and 2-inch I.D. spoon samplers. The samplers were driven into the subsoils at various depths with blows from a 140-pound hammer falting 30 inches. This test is similar to the snndard llenenation test described by ASTM Method D-1586. The penenadon resisnnce values are an indication of the relative densit-v or consistency of the subsoils. Depths at which the samples were taken and the peneEation resistance values are shown on the Logs of Exploratory Borings, Fig. 2. The samples were returned to our laboratory for revierv by the project engineer and testing. SI]BSIJRJACE C ONDITIONS Graphic logs of the subsurface conditions encountered at the site are shown on Fig. 2. The subsoils consist of abciut 4 to 5 feet of topsoil and loose sand overlying relatively dense, silty to clean sand and gravel with cobbles and boulders. Drilling in ' C H.P GEoTECH -3- the dense gravel with auger equipment was difficult due to the cobbles and boulders and drilling refusal w:$ encountered in the deposit. Laboratory testing performed on samples obtained from the borings bcluded natual moisture content and gradation andyses. Results of gradation analyses performed on small diameter drive samples (minus I l/2-inch fraction) of the natural coarse granular soils are shown on Figs. 4 and 5. The laboratory testing is summarized in Table I. Free water was encountered in Boring 2 at a depth of 8 feet. The water level appears to roughly correspond to the water surface of the nearby pond and Gore Creek. FOUNDATION BEA.R,ING CONDITIONS The upper soils are variable and not suitable for support of foundations and t'loor slabs. The underlying sand, gravel and cobble subsoils are suinble for support of spread footings with low settlement risk. The debris and backfill from the existing residence development should be removed for the new construction. Groundwater level couid rise with seasonal runoff of Gore Creek and below grade consruction should be kept reladvely shallow. DESIGN REC OIVIMENDATIONS FOUNDATIONS Considering the subsoil conditions encountered in the exploratory borings and the nature of the proposed construction, we reconmend the building be founded with spread footings bearing on the natural granular soils. The design and constuction criteria presented below should be observed for a spread footing foundation system. 1) Footings placed on the undisturbed natural granular soils should be designed for an allowable soil bearing pressure of4,000 psf. Based on experience, we expect H.P GEOTECH ?\ 3) -4- settlement of footings designed and constructed as discussed in this section will be about I inch or less. The footings should have x 6inimum width of 16 inches for continuous walls and 2 feet for isolated pads. Exterior foodngs and footings beneath unheated areas should be provided with adequate soil cover above their bearing elevation for frost protection. Placement of foundations at least 42 inches below exterior grade is typically used in this area. Continuous foundation walls should be reinforced top and bottom to span local anomalies such as by assuming an unsupponed length of at least 10 feet. Foundation walls acting as retaining structures should also be designed to resist a lateral earth pressure corresponding to an equivaleut fluid unit weight of 45 pcf. All existing fill, topsoil, debris and any loose or disturbed soils should be removed and the footing bearing level extended down to relatively dense natural granular soils. If water seepage is encountered, the footing areas should be dewatered before concrete piacement. Structural fill may be used to re-establish design bearing levels and should be compacted to at least 100% of standard Proctor density. A representative of the soil engineer should observe all foodng excavations prior to cotrcrete placement to evaluate bearing condirions. FLOOR SLABS The natural on-site soils, exclusive of topsoil, are suitable to support lightly loaded slab-on-grade constuction. Structural fill will be needed beneath garage slabs. To reduce the effects of some differential movement, floor slabs should be separated from all bearing walls and gslgmns with expansion joints which allow urestrained vertical movement. Floor slab conrol joints should be used to reduce demage 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 minimum 4-inch layer 6f frss-drxining gravel should be placed beneath slabs to 4) s) 6) r H.P GEoTECH o -5- facilitate drainage. This material should consist of mi.nus 2-inch aggregate with at least 50% retained on the No. 4 sieve and less ban2% passing the No. 200 sieve. All fill materials for support of floor slabs should be compacted to at least 95 % of maximum standard Proctor density at a moisture content near optimum. Required frtl can consist of the on-site gravels devoid ofvegetation, topsoil and oversized rock. The topsoil and any existing backfill will probably not be suitable for reuse as structural fill. UNDERDRAIN SYSTEM , Free water wzui encountered at relatively shallow depth and it has been our experience in moumainous areas that the water level can rise or local perched groundwater may develop during times of heavy precipitation or seasonal runoff. Frozen ground during spring runoff can create a perched condition. We recommend below grade construction, such as retaining walls and crawl space 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 be placed at each level of excavation and at least I foot below lowest adjacent finish grade and sloped at a minimum l% to a, suitable graviry outlet. Interior lateral drains may also be needed in the crawl space. Free-dsnining granular marcrial 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 I ll2 feet deep. The drain should outlet to above flood level of Gore Creek. SURFACE 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. H-P GEOTECH _. -6- ' 2) Exterior backfill should be adjusted to near optimum moisture and compacted to at least 957o of the ma.''rimum standard Proctor density in pavement and slab areas and to at least 90% of the ma.rimum standard Proctor density in landscape areas. 3) The ground surface surrounding the exterior ofthe buiiding 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 minimu6 slope of 3 inches in the first 10 feet in paved areas. Free-drnining wall backfill should be capped with about 2 feet of the on-site finer graded soils to reduce surface water infiltration. 4) Roof downspouts and drains should discharge well beyond the limits of all backfill. I LII\IITATIONS This repon has been prepared in accordance with generally accepted geotechnical engineering principles and practices in this area at this time. We make no other warranfy either expressed or implied. The conciusions and recommendations submitted in this report are based upon the data obtained from the expioratory borings drilled at the locations indicated on Fig. 1, the assumed type of construction and our experience in the area. Our findings include interpolation and extrapolation 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 encountercd during construction appear different from those described in this report, we should be notified so that re-evaluation of the recommendations may be made. This report has been prepared for the exclusive use by our client for design purposes. We are not respomible for technical interpretations byottrers of our information. As the project evolves, we should provide continued consultation and field { H.P GEoTECH -7- services during construction to review and monitor the implementation of our recommendations, and to verify that the recommendations have been appropriately interpreted. Significant design changes may require additional analysis or modifications to the recommendations presented herein. We recommend on-site observation of excavations and foundation bearing strata and testing of strucngal fill by a representative of the soil engineer. Sincerely, HEPWORTH.PAWLAK GEOTECHNICAL, INC. 9E:;/.e Steven L. Pawlak, P.E. Reviewed By: MrJc Daniel E. Hardin. P.E. SLP/n i f .,t ( H.P GEoTECH r rt.lppro?mats Scale \%" \ *uu* \ --'\<Existing Stream Boring 2 a - $ss- East Lupine Drive \-\ E.;.i,i; -', '- -,.-Residence \ -'---a\ Boring 1 194 466 HEPWORTH.PAWLAK GEOTECHNICAL. Inc.Location of Exploratory Borings Fig. 1 l (- o Boring 2 619y.=8355' 8/L2 3/6,r0/5 1tr, 11 ) Illc=I .2 *4-64 -200=5 t2/ T I I 0 80/L2 +.,o tU (t. I o..o +) 0,o tL I o.(u +4=1I -2Qa=22 :200=7 Note: Explanation of symbols is shcrwn on Figure 194 466 HEPWORTH.PAWLAK GEOTECHNICAL, Inc.Logs of Exploratory Borirgs Flg. 2 : LEG w a w F"FI H END: TOPSOIL; organic sand and silt, moist, dark brown. SAND (SM-SP); slightly silty, loose to medium dense' moist, brown' GRAVEL (GM-GP); cobbles and boulders, sandy, dense to very dense, moist to wet with depth, greY-brown. F Relatively undisturbed drive sample; 2-inch l.D. California liner sample. t Drive sampte; standard penetration test (SPT), 1 i/g-inctr l.D. split Jpoon F sample, ASTM D-1586. gi12 Drive sampte blow count; indicates that I blows of a 140-pound hammer falting 3O inches were required to drive the California or SPT sampler 12 inches. : Ground water level in boring at the time of drilling. > Depth at which boring caved following drilling. Practical rig refusal. Where shown above bottom of log, indicates multiple attempts were made to advance the boring. --9- Water level of nearbY Pond. NOTES: 1 . Exploratory borings were ddlled on October 7 , 1994 with a 4-inch diameter continuous flight power auger. 2. Locations of exploratory bodngs wers measured approximately by pacing from features shown on the site plan provided. 3. Elevations of exploratory bodngs were not measured and the logs are drawn to depth. The boting log elevations were estimated from tho contour plan provided. 4. The exploratory boring locations and elevations should be considered accutate only to the degree implied by the method used. 5. The lines between matsrials shown on the exploratory boilng logs rspresent the approximate boundaries botwe€n matsrial typos and transitions may be gradual. 6. Water level readings shown on the logs were made at the time and under tho conditions indicated. Fluctuations in watet level may occur with time. 7. Laboratory Testing Results: WC = Water Content (7o) +4 = Psrcent retained on No. 4 sieve -200 = Percent passlng No. 200 sieve LEGEND AND NOTES HEPWORTH.PAWLAK GEOTECHNICAL, lnc. I .r talnr. t Hn a3 urta t3 lt|tL to l{lt. It ra|tl. a utfa. I Mlll..io .{l 'to o .c ct/ OI M€TEN OF PANTICLE IN MILLIMETENS CLAY TO SIL' cFAvEL 11 tl LIOUIO L'MIT sANo 67 * slLT ANo CL Y o' "tn"ttclrY tNoc( 22 * s^MprEoF silty Sand with Grave1 rnou Boring 1 at 9 feet 2a l{rl alltti t Hn. rt tt|la 6tt ,.lt . It MtN a Mltt I ultl .So .ao.:t l|. ' 5- G' t" c (,r( .o{ :oc 609 t0 .ora .tag .az <.s OI METEN OF PANTICLE tN MILLIM€T€FS ctlv to slLt cFAvEL 64 s/\NO !a uouto LlMlt s^sPLE oF Sandy Gravel Boring 2 at 4. feet 194 465 HEPWORTH-PAWIAK GEOTECHNICAL, hc.GRADNTION TEST HESULTS Fig. 4 ta lm. aJ u$l t Hn.rt urll.io Mrtr. 19 u|r|.. Mltr. I ulx..ro .m'ao o 2 (, G o t- 7. m :rl Itlt r9. I s^No 43 a srLT ANO CL\Y 7 * it LTOUIO LIMIT STTMPLEoF Slightly SiJ'lry"Sand and oravel PL,\S;|C:YY lNOi.( FFoM Boring 2 at 9 feet :: lAr.tr^llu littllGS 2a r{rr t Hn. a5 M||r t5 MtH 6tt url|. rt MIr| . utr 'so 'rn':o 'tn .to fli'f F (, 50G ' .a2 z.o oTAMFTEn or phnncte tN MILLIMETEFS t2' 'tgt cur ro 3LT GRAVEL ![ uoulo uMlr SAUPLE OF !T SILT AND CI.AY Pt.,\STICITY INOE( Fnou DIAMETEN OF PANTICLC IN MILLIMETENS GFiADATION TEST HESULTS HEPWORTH.PAWLAK GEOTECHNICAL, lnc. 194. 456 E EF or dE s .J !c G an =U' o 6 (9 3 ! @ =@ qt (6 (9 (E v) ro c 6 !t (E @ =a :9 ED(E (/)o ! 85r E*E' F E o s c t- Eg' 4g e=8 '.9 .'i'i r, Fi;;(\ N lf)F z I F a ie F (o cr) (f,s =*o d (o o rEc F 2 iEi-iEi€<oo z =e t, u: rtt sf c.l 2 o 9 14 = ts5 nit \l'o)+o) c{ (o (o s {o) c;z E o -, 9a 1t_.J J].lA l oA =,-J- (n at ul ulr t-r\_ l'' t lrJ -o lA rrr i v _) -4 I tl a> J,O =-l .4 \o- u-,r) I l-\r.-cfCE n B=L4 .lrJf 'ra NOTE: THIS PERMIT MUST BE POSTED ON DEMO. OF PART/ALL BUDG. JOBSITE AT Pernit ALL TIMES #: D95-0005 75 South Fronrage Road Vail" Colorado 81657 970-479-2 I 3 8/479-2 I 3 9 FAX970-479-2452 3797 LUPINE DR SAME AS ADDRESS 2101-111-01-0 02 PRJ95-0116 Department of Community Development Status. ..: ISSUED Applied. .z a6/L2/tee5 Issued...z 06/23/7995 Expires..: L2/20/1995 Job Address Location... Parcel No..Project No. APPLICANT J.L. VIELE CONSTRUCTION 1000 s FRoNTAGE RD WEST #202, VArL CO CONTRACTOR J.L. VIELE CONSTRUCTION 1000 s FRONTAGE RD WEST *202, VArL CO OWNER MORAN CHLOE HELD 1480 BoHNS POINT RD, WAYZATA MN 55391 Descript.ion: DEMO STRUCTURE Occupancy: R3 Type Construction: V N Type Occupancy: Valuation: Fireptacc Inforration: Rcatrictcd: 30, 000 Add Sq Ft.: #of Gas Logs: Single Family Residence Type V Non-Rated fof Gas App Ii anccs: Phonel. 97Q-476-3082 81657 Phone . 97 0-47 6-3082 8L657 fof tlood /Pa L Let: ************f}ffiffiffiffi*******ffi*ffi**# FEE SUill,lARY ffi**r****ffit*****ffi*rffi* Bui Lding----> Plan Check---) Invest igat ion> l,li l.L caLt----> 350.m zz7 .50 Restuarant Ptan Revierr--> DRB Fce-------.00 Totat Cltcutrtad Fras--->50.00 Addit'ional, Fees------->.00 Total Pernit F.c------->250.00 Payments------ 660. 50 .00 EEo.50 880.50 .00 Rccreation Fee---------->3.00 Ctean-Up Deposi t--------> TOTAL FEES-----*ffr*rl|Hr*ffi ffi**lt*ffi ffi *#(*****#******t tffi #********tr***ffi ffi***#*trt*t*ffi ***ffirr*tffi *ffi #ft ffi *t Dept: BUILDING Division: Dept: PLANNING Division: SIGNED- OFF 6-21-95 Dept: FIRE Division: 06/.23/.1995 DAN---- nt-Ulon: AppR 06'/.23'/.1995 DANI Action: Callc 06'/26'/1995 DAtt Action: AppR Itbm:'.05700 ENVIRONMENTAL HEALTH O6/L2/L995 DAN Acrion: AppR It€m:'05900 LIOUOR 06/L2/L995 DAII- Action: AppR ****ffi*****ffi*****ffiffijr*lr***ffffi*t******ffi*****t**t|Hr****tr*t***ffi#*i*********ffi**************************H See Page 2 of this Document for any conditions that may apply to this perrni-t. DECLARATIONS L l:*ll-.:lyt*: !l?a-l hlvc read_this sppl.ication, fitted out in futl. thr infornation rcquircd, corytctcd an rccurat. prot PLan, lnd statc that att the infornation provided as required is correct. I agree to conpty riittr tire informtion and p(ot il,an,to.conPl'y vith ltt To|,n ordinanccs -and state. tavs, and io buil,d thi3 structur. according to ttre tovn,s zming 8nd subdivisibn cod.3, drsign reviev approvcd, tnifom BuiLding Code and other ordinancca of the Tovn afplicabl,e ttr:rcto. REA'ESTS fOR INSPECTIOT{S SHALL BE }IADE IIIEIITY-fOUR HOURS III AOVANCE BY Srnd C tcr8r-Up Deposit To: J.L.VIELE Item: .05100 BUILDING DEPARTMENT 06/23/1995 DAN Action: APPR It'em:..05400 PLANNING DEPARTMENT 06/23/1995 DAN Action: APPR RANDY ItEn:.,05600 FIRE DEPARTMENT . Dept: PUB WORK Division:N/A NEED PW PERMIT CHARLIE OK'D 6-26-95 Dept: HEALTH Division: Dept: CLERK Division: {p***o'utr o **************************** o *** **************************************************************** Statennt Number: REC-0041 Anount:880.s0 06/26/95 11:20 Init: MMC ************************* TOWN OF VArL, COLORADO Payment Method: CK Notation: 32488 ******** Statennt Permit No: Parcel No: Site AddreEs: Location: This Payment Account Code 01 0000 41310 01 0000 41331 01 0000 4L332 01 0000 22002 01 0000 41336 Total Fees: 880.50 Total ALL Pnts: Balance: Deecription BUILDING PERMIT FEES DESIGN REVIEW FEES PLAN CHECK FEES CLEANUP DEPOSITS WIIJIJ CALI, INSPECTION FEE D95-OOO5 Type: A-DEMO DEMO. OF PART/ALL BU 2101-111-01-002 3797 LUPINE DR SAI'{E AS ADDRESS **************************************************************** 880 . s0 880 .50 .00 Amount 3s0.00 s0.00 227,50 2s0.00 3. 00 ***************************i**************************i****************i******** CONDITIONS a8 of 06/26/95 Status: APPRO\IED *********************************************i*********************************'l* Pernit *: D95-0005 Pennit rlpe: DEMo. oF PART/ALL BUDG. Applicant: J.L. VrELE CONSTRUCTTON 97 0-47 6-3082 Job Addrees:Location: SAIIE AS ADDRESS Parcel No: 2101-111-01-002 Applied: o6/L2/Lees Issued: o6/.23/,L995 To Expiret L2'/20/L995 Description: DEMO STRUCTURE Conditions:1. FIRS DEPARTMENT APPROVAIJ IS REQUIRED BEFORE ANY WORK CAN BE STARTED.2. FIELD INSPECTIONS ARE REOUIRED TO CHECK FOR CODE COMPLIANCE. PI328IJ PAGE: L FPo ENTRYo/ REcErvrNo *f"oRr - ;; -;'.,*;- - - - ; - il ;;;;- -' - - - - -il; - il;;;*; ; - ; i ; ; i ; ; - - - - - REMARKS : REFUND CI.EAN UP DEPOSIT RECEIVED BY: I.rC ENTERED: 2/05/03 16:38 BY: IICAIIIPBEITI.T VENDOR: 0000331 - J.II . VIEITE CONSTRUCTION IM/OTCE NTTMBER: D95-OOO5 INl/oIcE DATE: 2/05/03 II\nTOTCE pOSTED: 2/05/03 15:38 Byj IJCAIT{PBEIJIJ PAY'ITTENT DIIE: 2/L4/03 A}IOUMT: $ 250. OO ACCOUI{T# PRO.'# AI,IOT'NT ITEM DESCRIPTTON 00100003112600 $ zso.oo REFtt![D PERMTT D95-0005 NOTE J TOWN OFVAIL DEMO. OP PART/ALL DF 75 South Frontage Road VaiL Colorado 81657 970-479-213V479-2139 FAX 970-479-2452 Job Address Location. . . Parcel No.. Project No. 3797 LUPINE DR SAMB AS ADDRESS 2101-111-01-0 0 2 PRJ9 5-0116 D e p artrne nt of C ommunity Status. . . Applied. . fssued. . . Expires. . Development ISSUED o6/t2/tees 06/23/rees t2/20/Lee5 APPLICANT J.L. VIELE CONSTRUCTION PhONC: 1000 s FRoNTAGE RD WEST *202, VArL CO 81657 CONTR,ACTOR J.L. VIELE CONSTRUCTION PhONC: 1000 s FRoNTAGE RD WEST #202, VArL CO 81657 OWNER MORAN CHLOE HELD ?.^t,,^ 1480 BOHNS pOrNT RD, WAYZATA MN 5s391 ltJvluomm. Dev. Cfean-up D.pgrit Refund Description: - -r- Y't,votr nElUfll DEMo stRUcruRE aPPrOVed )/4-"rlount 2?,,u occupancy: R3 Single Family Residef'l Type Construction: V N Type v Non-Rated Clate _2]9101 Type Occupancy: ---- Valuation: 30,000 Add Sq Ft: Fireptace tnforEtion: Rcstfictrd: fof Ga3 Apptianc.s: fof Grs Logs: flof uood/Pattet: 9? 0-47 6-3082 97 0-47 6-3082 ffiffi#ffiffiHffiffi FEE SUltttARY Bui tdi ng-__) Pl.rn ch"ck--> lnv.st ig!t i on> ui tl crtt__> 350.00 Rlstuarsnt Ptrn Rcvicv--> U7 .5O DRB F .00 R.creltion tae-------) 3.00 ctcan-up oeposi t-----t .00 Total Pcrnit F.e-->250.00 Payr€nts------> 880.50 .00 50.00 Tot!t catcutrted Fccs---> Addi ti m. t EEo.50 .00 880.50 ffiffir**ffii*rffi*lllli-liii* -;i*******fl*3******llHffi;H-* Ilerqi .05180 BUILDING DEPARTMENT Dept: BUILDING Division:06/2311995 DAN Action: APPR It,en:, O54OO PLANNING DEPARTMENT DEPT: PLANNING DiviSiON:06/2311995 DAN Action: APPR RANDY SIGNED-OFF 5-21-95 I!eBi'.Q56Q0 FIRE DEPARTI,IENT Dept: FIRE Division:06/1211995 DAN Action: APPR I!'e.ti'.95590 PUBLIC woRKS Dept: PUB WORK Division:0612311995 DAN action: APPR N/A 0672371995 DAN Action: CANC NEED PW PERMIT O6'/26'/L995 DIJ{ Action: APPR CHARLIE OK'D 6-26-95 I!'e.ni'.Q5?Q0 EI{VIRONMENTAL HEALTIi Dept: HEALTH Division:05/1211995 DAN Action: APPR I!'e.n:'.05900 LIQUOR Dept: CLERK Division:O6/L2/L995 DAN- Action: APPR ffi ffi ffi #ffi trffi ffi **ffi *ff ff ff *t**ffi rHffi ffi ffir*ff **ffi ***ffi ffi *ffi ********t**# See Page 2 of this Document for any conditions that nay apply to this permit. DECLARATIONS l_hcreby ecknovtedge that I hrve rerd this appticetion, fitLcd out in futl, thc infornation rcquired, cotDpllted !n accurate ptot pL.n, and state that a[[ the in{ormation provided as requi red is corrcct. t rgrcc to conpty vith thc lnformation and p[ot p[an,to comply Hith aL[ Torrn ordinances lnd statr tavs, and to buil.d this structurc according to the To!,n's zoning and subdivision codes, design reviev approved, l,rnifor[ Buitding Ci,rde and othar ordinlncca of thc Toun applicabl,c thcpeto. REAUESTS FOR INSPECTIONS SHALL BE I.1ADE NENTY-FOUR HOURS IN ADVANCE BY Send ctra{l-Up Deposit To: J.L.VIELE {S *"n*oru* t" . rt' f,. BUILDING: $ PLUMBING: $ Address:oo Electrical- c.:^t ^LYEZ{:Address: ,|,a e/o/ ///'o/'oaL TOWN OF VAIL CONSTRUCTTON PERMIT APPLTCATION FORM olgez ("/f /qs- PERI,IIT /I , APPLrcATroN"irusr BE FTLLED our coMpLETELy oR rr MAy Nor BE AccEFTED f,***************************** PERMIT TNFORMATTON ***************************** )-[ ]-Building [ ]-Plurnbing [ ]-Electricat [ ]-Mechanical g!1-otfrer D6ttott'r1otJ Job Nane: l-lo ks,odu.z Job Address:Lupttrz, D/L)lE Legal Description:Filing Owners Name: u a/AYzaTA 5531t - g5 oY Address: l48l l?opn> Fr Eo. ntx,t. *y' p1.J,t7-s\t-trap Architect, ftortrua Arlu't't Address: )43 E.lteaos,J Da. y'rr,e. t_General Descriptionz TEHotatoJ | llSot' orr o; tirsr,pc fHfn"a41tns ( ST-rtuvtu*Es. 1!' work crass: [ ]-New [ ]-Alteration [ ]-Additional [ ]-Repair [x]-other_D6^ro _ Number of Dwelling Units:Nunber of Accommodation Units: and Type _of Fireplaces: Gas Appliances_ Gas Logs_ V{oodlpellet_pTq €-6 //G *)ts*********Ni**************** VALUATTONS ********************************* & ELECTRICAL: MECHANICAL: CONTRACTO G^ts7, INFORMAT $ $ orHER: $ 3t),co,t rorAl: $=Cffi- ION **********************t**r+ Town of vail Reg. No. Efl-tt Plurnbing Address: Contractor: Mechanical Contractor: Address: ******************************** FOR BUTLDING PERMIT FEE: PLUMBING PERMIT FEE: MECHANICAIJ PERMIT FEE: ELECTRICAL FEE: OTHER TYPE OF FEE; DRB FEE: Phone Number: Town of Vail Reg. NO. Phone Number: Town of Vaj-l Reg. NO. Phone Nurnber: Town of Vail Reg. NO. Phone Number: oFFrcE usE ******************************* BUTLDING PI,AN CHECK FEE: PLIJMBING PI,AN CHECK FEE: MECHANTCAL PI,AN CHECK FEE: - RECREATION FEE: CLEAN.UP DEPOSIT: Commen TOTAL PERMIT BUTLDTNG: SIGNATURE: ZONING: SIGNATURE: { 1Y\ VALUATION CLEI\T{ UP DE,POSIT REFIIND TO:t f 66 QNbr'lrcfrb{ TO: FROM: DATE: RE: MEMORANDUM ALL CONTRACTORS TOWN OF VAIL PUBLIC WORKS MAY 9, 1994 WHEN A ''PUBLIC WAY PERMIT' DEPARTMENT IS REOUIRED uoz /Z1sto€^s<-z Please answer the following questionnaire regarding the need for a'Public Way Permit': NO 1) ls this a new residence? YES t ^.1 il ..f.J H 2l 3) 4) s) 6) 7l ls demolition work being performed that requires the use of the right V of way, easements or public property? ts any utility work neededZ t'Jor \r Tu,E l'1dE ls the driveway being repaved? ls ditferent access needed to site !ai' b" tlls rlrE other than existing driveway? ls any drainage work being done atfecting the right ol way, easements, or public propefi? ls a "Revocable Bight Of Way Permit" required? 8) A. ls the right of way, easements or public property to be used for staging, . pafting or fencing? B. lf no to 8A, is a parking, staging or fencing plan required by Community Development? lf you answered yes to any ol these questions, a "Public Way Permit" musl be obtained. "Public Way Permit" applications may be obtained at the Public Work's ofiice or at Community Devefopment. lf you have any questions please callCharlie Davis, the Town of Vaif Construction Inspector, at 479-218. I have read and answered the above questions. C,nE /ht' Job Name p /s Signalure a/q/gr-' How it relates to Building permit: 1)grmit a lication. 2) 3) 4) 5) 6) 7) lf yes was answeredto any of the above questions then a "public way permit" is required. You can pick up an apprication at eithe, c;rrilt Deveropment,located at 7s s. Frontage Road or pirotic wo*s, rocated at rgog fairvailey Drive. Notice sign otfs for: utility. companies. Alt utilities must ferd verify (locate)respective utilities prior to signing apprication. some utiiity .orflni", require up to a 48 hour notice to schedute i toiate;. A construction tratfic c-ollror pran must _be prepared on a separate sheet of paper.This plan wilr show rocations of ail traffic dontror devices (signs, cones, etc.) and the work zone, (area of construaion, staging, etc.) sketch ot wor bging performed must be submitted indicating dimensions (rength,width & depth of work). This may be drawn on the tratfic 6ontrol pran or a site plan for the job. submit co.mpleted application to the public work's office for review. lf required,locates will be scheduled forthe Town of vait Ereariciirr iri ririi"rion crew. The locates are take prace in the morning, bur may require up to 4g hours to perrorm. The Public work's construction Inspector will review the application and approve or disapprove the permit. you wiil be contacted as to the .iitr, "nJ any changes that may be needed. Most permits are rereased within 4g noJrs J oeing received,but please allow up to one week to process. As soon as p_ermitis p10ces.sgd, ? copy wiil be faxed to community Development allowing th.e_'Building permit" to be rlleased. please do not confuse the "public way Permit'with a "Buitding permit" to do work on a prolea tite irserr. Note: 'The above process ls for work in a right-of-way only. 'Public Way Permlt,s are valid onlv until November 15th. 'A new Public Way permit is required each year. 75 South Frontage Road Vail, Colorado 81657 303-479-2 I 38 / 479-2 I 39 FAX 303-479-2452 1. 2. De part,nent of Conntunity Developnent IXFONilATION ilEEDED MIEIT APPLYING FOR A MECIIA}IICAI, PERI|IT 3. 4. HEAT LOSS CALCULATIONS. TO SCALE FI.,OOR PLAN OF MECHANICAL ROOM WITH EQUIPMENT DRAWN IN TO SCALE, WITH PHYSICAL DIMENSIONS AND BTU RATINGS OF ALL EQUIPMENT IN MECHANICAL ROOM. sHow srzE AND LocATroN or coMBusrroN ArR Ducrs, FtuEs, VENT CONNECTORS AND GAS LINES. NOTE WHETHER ELEVATOR EQUIPMENT WILL ALSO BE INSTALLED IN MECHANICAL ROOM. SAILURE IO PROVIDE THIS IIIFORT.{ATION }IIIT DELAY IOUR PERUIT. 75 south tronlrge road Yail, colorado 81657 (3G!) 47$2138 (303) 479-2139 offlce ol community development NOTICE TO CONTRJACTORS,/O}ilNER BUILDERS Effective .Tune 20, 1.991, the Town of Vail Building Departnent has developed the following procedures to ensure that new construction sites have adequately established proper drainage from building sites al.ong and adjacent to Town of Vail roads or streets. The fonn of VaiI Public Works Department will be required to inspect and approve drainage adjacent to Town of Vail roads or streets and the installation of temporary or permanent culverts at access points f,rom the road or street on to the construction site. Such approval must be obtained prior to any request for inspection by the Town of VaiL Building Department for footings or temporary electrical or any other inspection. PLease caII 479-2160 to request an inspection frorn the Public Works Department. All-ow a mi.nimum of 24 hour notice. Also, the Town of Vail Public Works Department will be approving all final drainage and culvert installation with resulti.ng road pacching as necessary. Such approvaL must. be obtained prior to Fj.naI Certificate of Occupancy issuance. 75 south lronlage road uail, colorado 81657 (303) 479-21.38 ot 479-2L39 TO: FROM: DATE: SUEJECT: ottlce ot communlty developmenl ALL CONTRACTORS CURRENTLYL REGISTERED WITH THE TOWN OI'VAIL TOWN OF VAIL PUBLIC WORr(S/CoMMUNITY DEVELOPMENT MARCH 15, 1988 CONSTRUCTTON PARKING & MATERTAI, STORAGE rn summary, ordinance No. 5 states that it is unr.awful for any person to litter, track. or deposit any soil, ";i; sand, debris or rnaterial, incruding trash durnpsterS, p-iiauie ioi:.ed ;il---workmen vehicres upon any streetl siaewailcl -;Ii;y'or public pI?:" or any portion rheieof . rhe rishr;;;;t-;n arl Town of Vail streets and,I?ag" is approxirnateiy S ft.-'6ti-p"rr"ro"r,t.This ordinance wilr- be striliiy -entorcla uy tne iolrn of vail Public works Departrnent. pers6ns found vii,rilrng this ordinance wiII. be given a 24 hour written notice to remove said rnateriar..In the event the person so notified.aoes noi ""rpiy with the notice within the 24 hour time =p""iii"a,"il"-;;;iic works Department wilr remove said mateiiat-at it"--""p""1e ot person notified. The provisions of this ordinance srrlir-not ue applicable to c-onstruction, naintenance or repair projects of any street or alley or any utilities in the ,itti_"_r.y. To review ordinance.No. G in furr, please stop by the To$rn of Yiil B"rlding Departrnent to obrai-n a copy. rhanr you for your cooperation on this natter. F (i.e. contractor, owner) 75 south |ronlage road Yail, colorado 81557 (3031 479-2L38 ot 479-2139 otflco of communlty devolopme||l i BUILDING PERMIT ISSUANCE TIME FRAME If this penlt!t reQuires a Town of Vail Fire Department Approval,Engineer "s (.pyb.lic r,torks) reyiew and approvai ,'i iiJii,iiiii'bipu"t .nt I::j:L::.Health Departmint review, and'a_review uv ihe driibing' - ueparrment' the estinated time for a total review may take as 16ng as three weekg. ll] "1ry:ry'ial (large or smail) and ail mutti_famity permits witl nave te foil0w the above mentioned maximum requiremLnts. Residential 119=:T911 projects.should take a lesser amount of time. However, if resroentrat or smaller projects impact the various above mentioned 1gl1"lnl.:,with reeard to necessary review, th;;; t;j;.tl"ruy also taRe the three week period. Every attempt will be nnde by this department to expedite this penni't as sgon as possible. - I,. the undersigned, understand the p'lan check procedure and time frame, V Luoe r?EstoEt'<'P- - Conrnuni ty Devel opment Department. NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES PLUMBING PERMIT Permit P95-0104 75 South Frontage Road VaiL Colorado 81657 970-479-213V479-2139 Job Address: 3797 LUPINE DR FAX7TO-477-2452 Location...: Parcel No.. : 2101-111-01-002 Project No. : PRJ95-0116 APPLICANT J.L. VIELE CONSTRUCTION 1000 s FRoNTAGE RD WEST *202, VAIL CO CONTRACTOR J.L. VIELE CONSTRUCTION 1000 s FRoNTAGE RD WEST *202, VArL CO Description: NEw SFR *******#ffiffi*ffi********#*****ffiffi** FEE Department of Commtnity Development Status...: ISSUED Applied..z A7/O3/L995 Issued...: 08/03/L995 Expires..t OL/30/7996 Phonez 970-476-3082 816s7 Phonez 970-476-3082 816s7 Valuation:31, 000 . 00 SUhl.lARY **ffi**t**ffi***#ffiffifir****ffiffiJr* .00 58'/+.25 Total Catculated Fees---> 5A4.25 Addi tional. Fees---------> Tota I Pefmit Fee--------> Payments------- FICE FROII OI4INER MOR,AN CHLOE HELD 1480 BOHNS POINT RD, WAYZATA MN 55391 CONTRACTOR LUNSFORD BROS. MECHANICAL Phonet 3032425790 2481 COMMERCE BLVD, GRAND JUNCTION 81505 PtuDbi ng----->Rrstuarant Ptan R.vi eu--> TOTAL FEES----- 465.@ Ptan Check---> 116.25 Investigation> .00 lJi l, L cat l.----) 5.00 NEOUESTS FOR INSPECTIONS SHALL BE IIADE TUENTY-FOUR HOURS IN ADVANCE BY TELEPHONE ff*iffi**ff*'k,t,tffi***ffi**'t*rtfirlHoffirf*****'B.*****'ffir****tr**#******1ffiffiffi**Sffdffitffi*#ftffi**#ft***** CONDITION OF APPROVAL ffr*trffitffiffi*****t#r*ffitri****i*ffi**fiffi**ffiffi**#******t**ffiffi#******tffiffi****#*ffift***** DECLARATIONS I hereby acknovtedge thrt I have read this apptication, fitted out in ful,t the information rcquired, cot ptated an eccurate ptot pl'an, and state that att the information provided as required is correct. I agrec to cornpty vith thc inforiEtion and ptot ptan,to.comPty vith atl Tovn ordinances and state [avs, and to buiLd this structure according to'the Tosn's zoning and subdjvisibn codes, design r.vier approved, Uniform BuiLding Code and other ordinances of the Toun .ppticabLe thareto. .00 584.25 584.25 Iten: 051OO BUILDING DEPARTMENT 07/31/1995 DAII Action: APPR Dept: BUILDING Division: SIGNATURE if|P'*'uo'uo TOWN OFVAIL NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES ELECTRICAL PERMIT Permit *: E95-0142 75 South Frontage Road Vail" Colorado 81657 970-479-213V479-2139 Job Address: 3797 LUPINE DR FAXg70-47g-2452 Location...; Parcel No.. : 2101-111-01-002 Project No. : PRJ95-0116 APPLICANT J.L. VIELE CONSTRUCTION 1000 s FRoNTAGE RD WEST #202, VAIL CO CONTRACTOR J.L. VIELE CONSTRUCTION 1000 s FRoNTAGE RD WEST *202, VAr.L CO OWNER MORAN CHLOE HELD Department of Community Deve Inpment Status...: ISSUED Applied..: 07/03/7995 Issued...: 08/03/1995 Expires..: ot/30/1996 Phone z 970-476-3082 8t657 Phone: 970-476-3Q82 8165 7 WAYZATA MN 55391 8r.620 Phone: 3039491403 Valuation:42, 000 . 00 f EE SUl,lilARY ffi*****fffiff*ff******i*ffiffi**tffi*ffiffi******* CONTRACTOR 1480 BOHNS POINT RD, WHITE RIVER ELECTRIC P O BOX 111.8, AVON CO Description: NEw SFR E tectri ca t---> DRB Fee 225.@ .00 22E.00 .00 Investigation> .00 t'li L l. cal. L----> 3.0O TOTAL FEES_-> 228,00 Total Calcutated Fees---> Additional, Fees---------> Total Permit Fee--------> 22E.m Payments------- BALANCE DUE---- Dept: BUILDING Division: ff****lrtt*r******tr***ff:hhtffi**Jotff**ffiffi*fft*ffi****trt***Hi********ffi**ffi***#*****ffi*ftffi**ffiH*****tr****t*ffitr* Ite.m: 06000 ELECTRICAL DEPARTMENT O7/3L/L995 DAN Action: APPR *tf!ffi ffi ffi ffi ****ffi *ffi *ffi ffi t****ffi ffi *i*ffiffi ffi i**ft ffi ffi t******* CONDITION OF APPROVAL *l-ltff *ffi ffiffi **ffi ffi '*tttt*ffi#r#**rt*ffi Sffi *ffi ffiffi ***#ri****1ffiffi *ffi*-*t*ffi ffi *ft ****fi * DECLARATIONS l.hef.by acknovhdge that I have re8d-this appLication, fiLt.d out in futl thc infornation required, cohpLeted an accurate plot ptan, and state that atl the infornation provid:d es required is correct. I agree to conpLy rrith the iniornretion and pLot p[an,to compty vith al,l, ToHn ordinancls and statr [avs, and to buitd this structure according to the Toun's zoning and subdivisiLn codcs, design reviev approved, Uniforn Buitding code and other ordinances of the Tovn appticabte thereto. REOUESTS FoR INSPECTIoNS SHALL BE IIADE TI|Ei{TY-FoUR HoURS IN ADVANCE BY TEL€PHoIiE AT 479-?138 OR AT oUR oFfICE tRO}t E:OO Ar'5:OO p {g**ruo **************************************************************** TOWN OE VAIL, COLORADO Statemnt ************************************!t*************************** Statemnt Number: REC-0052 Amount:228.00 08/03/9s 10:19 Init: AB PernitNo:895-0142r!pe:B-ELECELECTRICALPERMIT Parcel Nor 2101-111-01-002 Site lddreEsz 3797 LUPINE DR Total FeeE: 228.00 This Paynent 228.00 Total ALL Pmtsi 228'00 Balance: .00 *************!***'l************************************!t********** Payment Method: CK Notation: 327OL Account Code 01 0000 41313 01 0000 4L335 Description EI,ECTRICAI, PERMIT E.EES WILI, CALL INSPECTION FEE Anount 225.00 3.00 NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL IIMES PLI'MBING PERMIT Permit #: P95-0104 Job Addre8s Location. . . Parcel No.. Project No. 3797 LUPINE DR 2101-111-01-002 PRJg5-0116 Status...: APPROVED Applied. .. o7/03/t995 Iesued...z 07/3L/L995 Expires . .2 OL/27 /L996 APPLICANT J.L. VIELE CONSTRUCTION 1000 s FRoNTAGE RD WEsr *202, vArL co 81657 CONTRACTOR J.L. VIELE CONSTRUCTION 1000 s FRoNTAGE RD WEST *202, VArL CO 81657 OWNER MORAN CHLOE HEI,D 1480 BOHNS POrNT RD, WAYZATA MN 55391 CONTRACTOR LT'NSFORD BROS. MECHANICAL 2481 COMMERCE BLVD, GRAIID JtNCTTON 81505 Phone : 97 O-47 6-3O82 Phonez 97Q-476-3082 Phone z 3032425790 Deecription: NEW SFR Valuation: 31r 000.00 FEE SUIIIIARY ptu$ing--> {6,5 -6 R.stuarant Pl.an Revi err-) .00 Tota L Catculeted Fe€s---> 5&.25 Ptan Chick--> 116.25 TOT L FEES-- Invcstig6tion> .m Totat Pcrnit FeF------> 5U '25 tli Lt ca[t---> 5.m Payrcnts_-_-_-----> '0o BALANCE DUE_-- Item: 051OO BUILDING DEPARTMENT 07/31/L995 DAr{ Action: APPR Dept: BUILDING Divj.sion: CONDITION OF APPROVAL DECTARATIONS f hcreby acklrcnLedgc thlt t hrvc rcad this appticatim, fil,Led out in fuLL thc inforration reguired, coPteted rn accurste ptot ptan, and statc thit rl,l, the inforration providcd as requi red is corfect. I rgree to conpty vith the inforr.tion and plot.ptan, to c6pty yith atl, Tot.tt ordinances and stlte [avs, and to bui Ld this structure according to thc Tomrs zoning tnd suMivision codccr'dtsign rcvi cl approvcd, Unifori BuiLding Code and other ordinances of thc Toun aPPlicabtc thercto. REQI'ESTS FOR IIISPECTIOI{S SHALL 8E IIADE TUEI{TY-FOTIN HOURS II{ ADVAIICE 8Y TELEPIIO'{E AT 479-21:'8 OR AT OI'R OFfICE FROII ETOO A|| 5:M P SIGI{ATURE OF OUTIER OR CO TRACTOR FOR HIIISELF AI{D OUIIER NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT AtL TII,TES MECHANICAL PERMIT Permit #: !495-0104 .Iob Addre8a... | 379? LUPINE DR Status...: APPROVED Location. ... . . : Applied. .2 07/03/1995 Parcel No.....: 2101-111-01-002 lesued...: 07/31/1995 Project Nurnber: PRJ95-0116 E:q)iree.. : OL/27/L996 APPLICANT J.L. VIELE CONSTRUCTION PhONC: 970_476_3082 1000 s FRoNTAGE RD WEST *202, VAIL CO 81657 CONTRACTOR J.L. VIELE CONSTRUCTION PhONE: 970_476-3082 1000 s FRoNTAGE RD WEST *202, VArL CO 81657 OT{NER MORAN CHLOE HELD 1480 BOHNS POINT RD, WAYZATA MN 55391 CONTRACTOR LUNSFORD BROS. MECHANICAI-, Phonez 3032425790 2481 COI,IMERCE Br-,VD, GRAND JtNCTTON 81505 Deecription: Valuationz 28'000.00 NEW SFR flOf Gas Logs:tof Hood/Pa t tet: FEE SUIITIARY llechanicat---) 560.m Rlstulnrnt Ptan Revi a{*-> .m Totat Catcutatd Feca-> 7(':'.m ptrn chcck-> 140.0 oR8 Fc€---_----_--> .00 Additionrl, F!cs---> .00 Inv$tigrtiorD .OO TOTAL FEES-------> 703.m Tota I Perrit fce---) 703.00 tfi 11 69[ 1-y 3.1p Payrcnts---_---_;' .00 B/turNcE DUE----> 7()3.m IteTn: O51OO BUILDING DEPARTI.{ENT 07/3L/L995 DAN Action: APPR Dept: BUILDING Division: CONDITION OF APPROVAI., ******************************************************************************** DECLARATIONS I hcrcby acknonledge th.t I have read this appticltim, fittcd out in futt the infor.ltion. rcquired, coTtctcd an lccurrtc ptot pten, a-nd rtatc th.t al,t thi inforratim providad as requi red is corrcct. t lgrce to corpl,y ulth thc inforration lnd ptol Ptan, io copty rrith.tt Toyn ordinancce.nd statc tanr, rnd to hritd this structupc according to th. Tovnrs zoning and gubdivisio.l codcs,'dtsign revicu approvcd, Uniforr Bui tding Coda and other ordinanccs of thc Tovn applicablc thcrcto. RECI'ESTS FOR II{SPECTIOI{S SHALL BE IIADE TTIEI{W-TOUR HOI'RS 11{ ADVAI{CE BY TELEPI€I{E AI 479-21f,8 OR AT OT'R OFfICE FROI 6:M Ai 53(x) Pil SIGIIAIURE OF dIIIER OR CoIITRACTOR FOR HIIISELF AND OIINER .lfillii. a6 i'Bl REGuEsrsG^'?Hf"EE'Y3i,'mHfi'3fi13?- )* ^,*o,r^ F.AGE AREff: LF' ============-=================== ===============================================Activity: 895-rZtE@E 6/e4/96 Type: B-BUILD Status: ISSUED Constr: NSFR Addr.ess z 3797 LUF,INE DR Locat i on: Far.ce I : €lrZrl -1 I 1-01-tzroe Descr.i pt i on : NEtl SFR Rpplicant: J.L. VIELE CONSTRUCTION Owner': M0RAN trHLOE HELD Conttactor^: J.L-. VIELE CONSTRUCTION 0cc: OOOT 1l Use: V N Fhone:97O*476-3O8I Fhone: F,hone: 97O-476-3€tB? InEpect i on Request Inf or"mat ion... . Reqt;ps1ot'; BNNER Req Time r tl8:OO Comments: Iterns r*eqr-rest ed to be Inspected... rZrOS1ft dr.iveway gr*ade final Act i on A:t_ Time Ex Fhone: Inspection History.,. ., Item: tZtESlO driveway grade f inaL Item : @OIZIlEt BLD6-Foot ingslSteel Q8/[t8/qS Inspector": DS Item : 0rOrZrlO BLD6-For-rndat i on/5teel Itemr tZtr353$ FLAN-ILC Site Flan fuE/O7 /96 Inspeet or': RS Notes: need gurveyor shot of Item: OOOJET BLDG-Framiriq Aet i on I AF,PR AF.F'ROVED Act i on: AF,FR AF'F'ROVED lEt floon elev. forr fpI conf ir'matio Ae/@&/96 Inspector: CD Action; FTFFR AFtrROVED Notes: FflCK OUT ALi- FOINT LOADS trHEDR BOLTS ON ALL STEET- MEMBERS ANCHOR FOINT LBRDS TO FOTTING PAD HAVE STRUC. ENE SUBMIT INSF.Ef,TION REPORT UERIFYING CHffNGE TO FRAMINE NEMBERS. StrOT ELEVRTION NEEDED FOR lST LEVEL FLOOR ELEVATIT]N F'ER R . CHECK WITH PLANNER CONCERNING fiTTIC HERD HEIEHT Item: 0OrZt4O * * Not On File * * Itern : O0O52t BLD6-Insr-rlat i on Ae/Le/96 Inepector: EG Action: AFtrR north side only fre./AAl9A Inspector: EG Aetion: AtrFR partial Ae/'cLl96 Inspector: CD Action: AFtrR SOUTH SIDE Notes: COMtrLETE GARAGE NORTH WALL COMFLETE VRtrOR BARRIER AT LM ROOM INSULATION OR FIRE BLOCKING REG'D AT DRT]F' CEILINGS Item: Ct0060 BLDG-Sheetrock NaiI A?/EA/96 Inspector: EG Action: AtrFR nFtrROVED ele./gg./96 Inspectorl CD Aetion: AtrtrR SUUTH SIDE NOtes: BUTT JOINTS HAVE ALREADY BEEN TAFED COMPLETE UPSTAIRS BATH SHOWER STALL A3/A7/96 Inspector": CD Act ion I AFF'R ApF,ROVED Item: otZtOBA * * Not On File * * Item : OO€t70 BLD6-ttlisc.Item: OEO90 BLD6-Final Item: OO53O BLDG-Temp. e/O It em : OO54r2t BLDG-Final C/O ' -3, \ I I \ f .,l* -l it l 1, IPUTI-J3-13 O6IOO I ua +I\.,lu\ : uo r +ru 93 : 'ro +ir€d e\!I 96/ La/eo 'r5Il{-3313 BtI0O : ua +I o3nou,rdu u,r,ru :uor+ru "= '::';:::?;?=ltr3?)gB ':.*#h A 1uo apr sq+,rou U,l,Jb : uo r +aU 93 : ro laadsul 96/ LO/e.O ' iffim*:'ill! z , ,- raMod 15;:l:33]= o=Ioa 'ffffiF$#',&/z y--!-t:r- -----:---1i:!iilliiffin' l ,.'i Itr$ r.r..l,i" .. ."i,ril# EOtI_6?6:auoqd EEtae-94?-@L6 rEuoud : auoqd. eBoc-9t?-@L6 ,EuoL{d ! tssn r i]Jo uJsN !"{+Euo3 o3n5sI rsn+e+s IruTl-33-13 66tVU ".palcadsul aq o+ pts+eenbar su_alI :5+uauuo3 oo!80 :"rlI b:! :JO +Tanbeu *. ! +Pr[roJut lse.nbag uo 11cadsu1 NOIISnUISNOS 3-l3In'-'l'l !roq,rEJ+uo3 g-13H 3O-1H3 NUUOT{ :r3uMO NOIIJ1UISNOI 3-t3In '-t'f :1uerr lddg UJS niN r uo r 4d I.rrsag 900-Io-Il I-l0le I tarJed r uo T lEco'l uo 9313-g raddl 96/lelg 3Nldn-l L6Lt rssErppu etI0-S63 rA11a11cg 6-1ua us03 uo r +JH g{ tvzav E SEUd e6 / te I e''qlaiiffi..,x3'1.},31"Tofiffi , .'. uoOrrs:no:u ?0!* t?{li#f -) :l- INSPECTION REQUEST DATE READY FOR INSPECTION: LOCATION: TOWN OF VAIL 479-2138 '0 tl ,"u"@ ql2 ,/, AM JOB NAME MON CALLER TUES W ZffP,( grhPPRovED CORRECTIONS: tr DISAPPROVED tr REINSPECTION REQUIRED PERMIT NUMBER'O BUILDING: tr FOOTINGS / STEEL PLUMEING: tr UNDERGROUND tr ROUGH / D.W.V.tr FOUNDATION / STEEL tr FRAMING tr ROUGH /WATER r-r ROOF & SHEER " PLYWOOD NAILING tr GAS PIPING B INSULATION tr SHEETROCK tr POOL / H. TUB ELECTRIGAL: E TEMP. POWER tr HEATING tr ROUGH tr EXHAUST HOODS tr SUPPLY AIR FINAL tr FINAL DATE INSPECTOR di ir-t 1- -INSPECTION REQUEST TOWN OF VAIL /a 479-2138 ^ /-\ ^ \ / -/ l - "e //\cK&O rT T9Qrt//t* WED THUR ----@ PM ,,D? tr DISAPPROVED tr REINSPECTION REQUIRED -.It JOB NA READY FOR LOCATION: INSPECTION: 7 CALLER TUES FRI APPROVED \ L CORRECTIONS: OF PROJECT BUILDING: tr FOOTINGS / STEEL tr UNDERGROUND tr ROUGH / D.W.V. tr ROUGH / WATER FOUNDATION / STEEL FRAMING ROOF A SHEER PLYWOOD NAILING tr GAS PIPING INSULATION SHEETROCK tr POOL/ H. TUB trFINAL \ trFtNAL tr HEATING tr EXHAUST HOODS tr CONDUIT tr SUPPLY AIR tr FINAL oorr T*Jt-2s rNSpEcroR _.1 \ .4^ 6a<_- lruJ .. PERMIT NUMBEF OF PROJECT tNs CTION REQUEST DATE READY FOR LOCATION: JOB NAME INSPECTION:* @ wED rHUR A -- PM FRI 1c TOWN OF VAIL 479-2138 CALLER BUILDING:PL o tr o tr n tr n UMBING: UNDERGROUND tr FOOTINGS / STEEL F,FOUNDATION / STEEL ROUGH / D.W.V, ROUGH / WATER tr FRAMING ,- ROOF & SHEER " PLYwooD NAILtNG GAS PIPING B INSULATION tr SHEETROCK Fl POOL / H. TUB NAIL tr FINAL -tr FINAL ELECTR!CAL: tr TEMP. POWER MECHANICAL: tr HEATING tr ROUGH tr o o EXHAUST HOODS SUPPLY AIR T1 FINAL O FINAL OVED tr DISAPPROVED tr REINSPECTION REQUIRED CORRECTIONS: D^rE f/s t f qt rNSPEcroH f ,' '4.--^^ - 3 "tt ffi-rr-r-o-r, 1r:1 : 1i 4 -..L f t Morrroe & tllt'rJE t-i l"lEl^IELL Nevyell Engfneers. !nr.cilcul^rr'By-.--- V.61- *. oor, I -Lb-?f Eev 8-r?-?f ' tJEf IUER lrlS l5:3 66E12 P.Az roe _-!1!/ F--'r'ru € | .(->ts{l(-c- :;;4LE f-.-i n I I I *l :l gl UJ;II + I I I (z) € 5 --**C-O+\'rtlnJt E(,|r' B€AM -vEd> Hd-E:a r ',Yz' I 4r 8'4" OC- ....-F ( rr.J rrrct-y GeoureD CeuSrTaP 6a cau troie V6ile& SuPtbTCf 'E 4q11onl ..)Ot|.-lT- ,LA$-611-AftALE A]o-TES r I. peeaa GPAE bo Z. MAsoAJeY f=Jn = tsao Pst 3. *rc &Aill(o = gpo fsF lz" SIAUF ",gAiE€r<E; ePaA e I y(r\+gxccxr .i F 1 i T r\'l :3 'j xl I 1- \z' crAu 45 eE{i i) f-G pF.tn?o+l&tsan, )6 , *r l;-;Lt i!.d! E t,.)r t t,t,eo,i |dr Flr !szFdr TI-JTHL F'. fi.- '1 I il il , ti il I { s 4 I t F i,f,o-,r-r*,l**0, & NE.^,ELL ./ DENUER 6?3 6W. P.A1 ta"t7 Monroe & Ncwcll Engineers, Inc. 1660 Sevcntccnth Strcct, Suite l0l l)enver. Colorado 80202 303-6234927 3O3-623-6602Fax FACS IMILE TRANSMITTAL LE-TTER o 1)r /7 1?9-Pages (including transmittal)z Date Attention Cornpany Telephone 'l'elephone Frorn Subjecr Message ?zo - 4zO -:__rJ2E-a6-o_7/O _Fax Fax --t r*t Alot: 1a lll,w-a^n,i&t,*.n-,*t Project #zq3 / 9cD Hail 70- (76 - t4z3 If transmittal is not as indicated please notifr sender t f;c'TOWN OF VAIL DATE - JOB NAME CALLER READYFoR|NSPECT|oN:MoN.TUESwED,/THUR)FRr.-AMPM LOCATION: BUILDING: tr FOOTINGS / STEEL PLUMBING: tr UNDERGROUND tr ROUGH / D.W.V. \- A FOUNOATTON / STEEL tr FRAMING tr B tr ROUGH / WATER n ROOF & SHEER - PLYWOOD NAILING GAS PIPING tr INSULATION tr SHEETROCK t't POOL / H. TUB NAIL tr tr FINAL tr FINAL ELECTRIGAL: tr TEMP. POWER MECHANICAL: g fl tr D HEATING T] ROUGH EXHAUST HOODS tr CONDUIT n SUPPLY AIR tr.FINAL tr FINAL VED O DISAPPROVED tr REINSPECTION REOIJIRED CORRECTIONS: DATE --a- lrr{. t, * $ia;Lr.qrir.."r'.,d!1'|#:/ ), i.tilr{'v1irl]f".rs.r.L< - TION REQUEST TOWN OF VAIL 479-2138 PERMIT NU DATE NAME CALLER READY FOR INSPECTION:MON TUES WED THUR (?AD LOCATION: I dlrouruolroN / srEEL PLUMBING: I] UNDERGROUND tr ROUGH / D.W.V. tr ROUGH / WATER tr FRAMING tr GAS PIPING T] POOL / H. TUB tr SHEETROCK NAIL - tr HEATING tr SUPPLY AIR T] FINAL .APPROVED CORRECTIONS: tr DISAPPROVED tr REINSPECTION REOUIRED rql oare CY- // - 75 rNsPEcroR -%oau DATE READY FOR INSPECTION: LOCATION: CTION REQUEST TOWN OF VAIL 479-2138 JOB NAME /)l 'fail feqfua'nte CALLER TUES WED THUR FRI i(u Y/il FOOTINGS / STEEL PLUMBING: tr UNDERGROUND tr ROUGH / D.W.V. tr ROUGH / WATER tr FOUNDATION / STEEL tr tr tr tr tr tr BOOF & SHEER PLYWOOD NAILING T] GAS PIPING tr POOL / H. TUB tr HEATING tr EXHAUST HOODS tr SUPPLY AIR tr DISAPPROVED tr REINSPECTION REOUIRED RRECTIONS: j,:.d! DATE t ^7'?f INSPECTOH l^ READY FOR LOCATION: CALLE @ D THUR FRI I INSPECTION REQUEST TOWN OF VAIL 479-2138 aArt,r.-.\ pM )f PERMIT NUMBER OF PROJECT nl ,'']/''/,'DATE (/ / // /, JOBNAME INSPECTION:MON .l( BUILDING: tr FOOTINGS / STEEL PLUMBING: tr tr tr tr tr tr FOUNDATION / STEEL tr UNDERGROUND tr ROUGH / D.W.V. tr ROUGH / WATER FBAMING ROOF & SHEER PLYWOOD NAILING O GAS PIPING INSULATION tr POOL / H. TUB SHEETROCK NAIL tr tr FINAL -tr FINAL ELE Vr trF trc tr_ CTRICAL:MECHANICAL: TEMP. POWER tr HEATING ROUGH tr EXHAUST HOODS CONDUIT tr SUPPLY AIR tr FINAL tr FINAL /aeeaoveo a'/tr DISAPPROVED tr REINSPECTION REQUIRED CORRECTIONS: DATE INSPECTOR t*nq t I TOililVOTI/NLT Design Review Board ACTION FORM Departnent of Community Development 75 South Frontage Road, Vail, Colorado 81657 tel: 970.479.2139 fax: 970.479.2452 web: www.ci.vail,co.us Project Name: Moran residence DRB Number: DRB010410 Project Description: Addition (401 sq.ft.) Pafticipants: OWNER MOMN, CHLOE HELD 12111/2001 Phone: 1480 BOHNS POINT RD WAYZATA MN 55391 License: APPUCANT Rick Dominic, Architect LZILUZOOL Phone: 949-14'11 POB 3235 Avon, CO 91620 License: ProjectAddress: Location: Legal Description: Loti 1 Block: Subdivision: BIGHORN 2ND ADDnON Parcel Number: 210111101001 Comments: BOARD/STAFF ACTION MoUon By: Acdon: STAFFAPR Second By:Vote: DateofApprovalz oL10312002 Conditions: Cond: 8 (P|-AN): 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 (P|-AN): DRB approval does not constitute a permit for building. Please consult with Town of Vail Building personnel prior to construction activities. Planner: Bill Gibson DRB Fee Paid: I5O.OO Application for Design Review General fnformation: Thls applicauon is fur any project requiring Design Review approval. Any project requiring design review nrust receive approval prior to submitting a.builcling permit application. please refui to'tte suomitat requirements for the panicular approval that is requested. An aiplication for Design neview iannoi ui--accepted unul all required information is received. by the€ommunity Deveiopment Departrnent. The p"ryject may also need to be reviewed by the Town Council and/or the planning and Environmenbl tommission. O&iSn n"ri; Board approyal tapses unless a buitding permit is issued and construction commencers witnirione yeiiof the approval. Description of the.Req uest: ato,- tltt -ol -ool :(P *flJto t - l't 'ol-'o o > (contact dagre co. Assessor at 970-328-g640 for parcer no.) Name(s) of Owner(s): ng Address: Owner(s) Signature(s): _ Departrnent of Community Development 75 South Frontage Road, Vail, Colorado 91657 tel: 970.479.2139 fax: 970.479.2452 weD: www.ci.vail.co.us For construction of a new building or demo/rebuild. For an addition where square hotage is added b any residential or commercial building (includes 250 additions & interior conve6ions). For minor changes b buildings and .site improvernenb, such 'as, rercofing, painting, window additions, landscaping, Ences and retaining walls, etc. For'revisions to plans already approved by planning Sbff or the Design Rwiew Board REC E IVE D DEC | 0 2001 l,'h'on Location of the Proposah Lot:1,4,5 Block:_ Subdivision: Physical Address: fQ']1qt't1l:-,o1 L D'i Type of Review and Fee: F New Construction Ef Addition D Minor Alteration tr Changes to Approved Plans $200 $50 $20 $20 PLEASE SUBMIT THIS APPLICATION, ALL SUBMTTTAL REQUIREMENTS AND THE FEE TO THE DEPARTMENT OF COMMUNITY DEVELOPMENT, 75 SOUTH FROMIAGE ROAD, VAI|- COLORADO 81657. Name of Applicant: Mailing Address: *t'r'|**t+*t**f *'!tl'}'tf *l*'l't*f *'lf ***f +f **al'i**'l'|*'r*'r****'l'r******tr*lf ltt+ilf tf +f +*l*lt*+++++,t*+ TOWNOFVAIL, COLORADO Statc'm€nt rt|}rfll*lr|rt*frtlrtrlll'lrllrrtrltf*rfr|ttttt{ri**l,trt*t{.f*{r,t*t*:*'}*'}**'t'l**!t'}lffil|||lf*tfrf*+ftttr}****'t,}'a!i***'}*i Statement l{umber: R0O0001824 Amount: $50,00 L2/I]-/2O0LO8:40 All Pa)ment llethod: Check Init: JAR Notation: 1153 Permit No; DR8010410 T14re: DRB - Addition of GRFA Parcel No: 210111101001 Site Addrese: L'oeation: Total Feee: $50.00 Ihis Payment:950 .00 Total ALL Pmtg: 950.00 BaLance: $0.00 *lf +l**l'|*t'|*'t'l l*'|t*'l*:t't't:i'l**:itl*****li**'ltl'|t l**l*{tltl**t:t*,}**l**l***lttl *all*f l'tt'}ra**'}*'l'}l*:}*:t ACCOUNT ITEMLIST: Account Code Description Current Pmts DR ()()1()()()()31I22()O DESIGN REVIEW FEES 50.00 Date 12-1G2001 Property Address: YOUR CO]ITACTS OurOrderNumber: Vn4S58 LOTS 4 AND 5. BIGHORN SI'BDTVISION SECOND ADDMON Buyer/Borrower: TO BE DETERMINED Seller/Owner: CHLOE HELD MORAN If you have any inquiries or regulre further assistance, please contact one of the numberc below: For Closing Assistance:tr'or Title Assigtance: Vail Title Dept. Roger Avila 108 S. FRONTAGE RD. W. #203 P.O. BOX 357 vArL, co 81657 Phore,:9lQ47GX25l Fax:. 9704764534 EMait ravila@ltgc.com Need a map or directlors for v for dircctirins to anv of our il oql upcomlng closlng? Check out land Tltle's web site at www.ltgc.com ESTIMATE OF IITTE FEES 977s .00 €775.00 tolr COl}?lclI TIIANK YOU TOR YOUR ORDER! Chicago Title Insurance Company ALTA COMMITMBNT Schedule A Property Adrlress: LOTS 4 AND 5. BIGHORN SI'BDTVISION SECOND ADDMON OurOrderNo. Y274558 Cust. Rd.: l. EffectiveDate: November26,200lat5:00P.M. 2. Policy to be Issued, and Proposed Insured: Information Binder Proposed Insurcd: TO BE DETERMINED 3. The estate or intertst in the land descrtbed or referred to in this Commltment and covered herein is: A Fee Simple 4. TiOe to the estate or interest covered herein is at the elfective date hereof vested in: CHLOEHEI.DMORAN 5. The land rderred to in this Commitment ls described as follows: LOTS 4 AND 5, BIGHORN SUBDIVISION SECOND ADDITION, ACCORDING TO THE RECORDED PLAT THEREOF. COUNTY OF EAGLE. STATE OF COLORADO. ALTA COMMITMENT ScheduleB-Sectionl (Requirements) Our Order No. Yn45S8 The followlng are the requirements to be complied with: Item (a) Payment to or for the account of the grantors or mortgagors of the firll consideration for the estate or interest to be insured. Item (b) Proper insrument(s) creating the estate or interest to be insured must be executed and duly filed for record, to-wit: Item (c) Paym.ent of all taxes, charges or assessments levied and assessed against the subject premises which arc duc and payable. Iten (d) Additional rcquircments, if any disclosed below: THIS COMMITMENT IS FOR INFORMATION ONLY. AND NO POLICY WILL BE ISSIJED PURSUANT I{BRETO. I o ALTA COMMITMENT Schedule B - Section2 (Exceptlorc) Our Order No. Vn4lig The policy or policies to be lssued wlll contain exceptiors to the followlng unless the same are disposed of to the satisfac'tion of the Company: I . Rights or claims of parties in possession not shown by the public records. 2, Easements, or claims of easements, not shown by the pubtc records. 3. Discrepancies, conllicts in boundary lincs, shortage in area, encroachments, and any facts which a correct survey and inspection of the premises would disclose and which are not shovrn by the public records. 4. Any lien, or rig[t to a lien, for services, labor or material theretofore or hereaftcr furnished, imposed by law and not showrrby the public records. 5. Defects, liens encumbrances, adverse claims or other matters, if any, created, first appearing in the public records or attaching subsequent to the effective date hereof but prior to the datc the pmposed insured acquires of record for value the estate or interest or mortgage thereon covered by this Commiment. 6. Taxes or special asses$nents which arc not shown as existing liens by the public records.o the Treasurer's office. 7. 1i. 1q1 nnpaid water and sewcr charges, if any.. 8. In addition, the owner's policy will be subject to the mortgage, if any, noted in Section I of Schedule B hereof. 9. RIGIIT OF PROPRIETOR OF A VEIN OR LODE TO EXTRACT AND REMOVE IIIS ORB THEREFROM SHOI.JLD TIIE SAME BE FOUND TO PENETRATE OR INTERSECT TI{E PREMISES AS RESERVED IN UNITED STATES PATENT RECORDED APRIL 28, 1900, IN BOOK 48 AT PAGE 477. IO. RIGFTT OF WAY FOR DITCHES OR CANAH CONSTRUCTED BY THE AUT}IORITY OF TITE UNTIED STATES AS RESERVED IN UNITED STATES PATENT RECORDED APRIL 28, 1900, IN BOOK 48 AT PAGE 477. II. RESTRICTTVE COVENANTS WHICH DO NOT CONTAIN A FORFEITURE OR REVERTER CLAUSE, BUT OMITTINGANYCOVENANT ORRESTRICTION BASED ON RACE, COLOR, RELIGION, SEX, HANDICAP, FAMIUAL STATUS OR NATIONAL ORIGIN TJNLESS AND ONLY TO TI{E EXTENT THAT SAID COVENANT (A) rS E)(EMpT UNDER CHAPTER 42, SECTTON 3607 OF THE UNITED STATES CODB OR (B) RELATES TO HANDICAP BUT DOES NOT DISCRIMINATE AGAINST HANDICAP PERSONS, AS CONTAINED IN INSTRT'MENT RECORDED DECEMBER 20, 1962, IN BOOK I74 AT PAGE 403 AND AS AMENDED IN INSTRUMENT RECORDED SEPTEMBER 19, 1963, IN BOOK 175 AT PAGE 257. 12, A TEN PERCENT NON-PARTICIPATING ROYALTY IN AND TO THE PROCEEDS DENVED FROM THE SALE OF MINERAIS, ETC., PRODUCED AND MINED FROM SAID PREMISES, ALL AS SET FORTH AND RESERVED IN INSTRUMENT RECORDED IN BOOK 166 AT PAGE 407. ALTA C OMMITM ENT Schedrle B - Section 2 @xceptfums) Our Orrter No. V274558 The policy or pollcles to be tssued wiII contaln exceptiors to the following unless the same are disposed of to the satisfactlon of the Company: 13. EASEMENTS, CONDMONS, COVENANTS, RESTRICTIONS, RESERVATIONS AND NOTES ON THE RECORDED PLAT OF BIGHORN SUBDTVISION SECOND ADDMON. 14. TERMS, CONDMONS AND PROVISIONS OF CLAIM OF EASEMEM RECORDED OCTOBBR 21, 1994 IN BOOK 653 AT PAGE I95. I o LAND TITLE GUARANTEE COMPANY DISCLOSURE STATEMENTS Note: Pursuant to CRS l0-l l-122, notice is hereby given that: A) The subject real property may be located in a special taxing district, B) A Certificate of Taxes Due listing each taxing jurisdiction may be obtained from the County Trcasurer's authorized agent, C) The information regarding special districts and the boundaries of such districts may be obtained ftom the Board of County Commissioners, the County Clerk and Recorder, or the County Assessor. Note: Effective September l, 1997, CRS 3G,10406 requrres that all documents received for recording or filing in the clerk and recorder's of6ce shall contain a top margin of at least one inch and a left, right and botOm margin of at least one balf of an inch. The clerk and recorder may refusc to record or file any document that does oot conform, except that, the requircment for the top nargin shall rct apply to documeots using forms on which space is provided for recording or filing information at the top margin of the document, Note: Colorado Division of Insurance Regulations 3-5-1, Paragraph C of Article VII requires that 'Every title entity shall be responsible for all matters which appear of record prior to the time of recording whenever the title entity conducts the closing and is responsible for recording or filing of legal documents resulting from the uansaction which was closed'. Provided that land Title Guarantee Company conducts the closing of the irsured transaction and is responsible for recording the legal documents ftom the transaction, exception number 5 will not appear on the Owner's Title Policy an<l the bnders Policy when issued. Note; Affirmative mechanic's lien protection for the Owner may be available (qrpically by deletion of Exception no. 4 of Schedule B, Section 2 of the Commimen from the Owner's Policy to be issued) upon compliance with the following conditions: A) The land described in Schedule A of this commituent must be a single family residence which includes a condoninium or towtrhouse unit. B) No labor or materials have been furnished by mecbanics or material-men for purposes of construction on the land described in Schedule A of this Commimenr within the past 6 months. C) The Company must receive an appropriate affrdavit indcnnifying the Conpany against un-filed mechanic's and material-men's liens. D) The Company must receive paymcnt of the appropriate premiun. E) If there has been consEuction, improvements or major repairs undertaken on the property to be purchased within six months prior to the Datc of the Commimcnt, the requirements to obtain coverage for unrecorded liens will include: disclosure of certain construction information; financial infomntion as to the seller, the builder and or the contractor; payment of the appropriate premium fully erecuted Indemnity Agreemenrs satisfactory to the company, and, any additional requirexnents as may be necessary after an examination of the aforesaid information by the Company. No coverage will bc given under any circtmstances for labor or material for which the insured has contracted for or agreed to pay. Note: Pursuant to CRS l0-ll-123, notice is hereby given: A) That there is recorded evidence fix1 1 mineral estate hes been severed, leased, or otherwise conveyed from the surface estate and that there is a substantial likefihood that a third party holds some orall interest in oil, gas, other minerals, or geothennal energy in the property; and B) That such mineral cstate may include the right to enter and use the property without the surface owner's permission. This notice applies to owner's policy commifinents containing a mineral sevefince instrument exception, or exceptions, in Schedule B, Section 2. Nothing herein contained will be deemed to obligate the company to provide any of the coverages refened to herein unless the above conditions are fully satisfied. torm Dl SCLoSURE JOINT NOTICE OF PRIVACY POLICY trlddity National trinancial Group of Companies/Chicago Title tuurance Company and Land Title Guarantee Company July 1,2001 We recognize and r-e,grect-the privacy expectations of today's coDsumers and the requirements of applicable federal and stale privacy laws' We beliwe that.dukiirg you aware of tiow. w_e use y_our non-publ[-perso;l-ir,?5'rnftfi t;ffiS;l lnforinatiori'), and to whom it is discloieif,'wilt rorm oe-tas.is roii ritaEoffiiiTiirili 5"t*een-ui--Aih.'irbl-i.;* S*X::*.1,H:-P.1v^?:I-statepent provides tbat exptarr:idon.-wEEiirve-fr'e';;di6.It-itili-tnitp*dra-ry *-* Statement ftom tine to tinie consistenf with applicable'privacy laws. In the course of our bwiness' we may colted. Personal Informatlon about you from the following souroes: I ftot applications gr other forms we receive from you or your authorized representative:' r'rom yottl tratrsactrotrs Tinth, or ftom the services being performed by, us, dr affiliates, or others;* From our internet web sites:' lLo,T^F ^!"Jlt: ry91$pqqtained. by govermental entities that we either obtain directly from those . enuues, or rom our athltates or others: and I From consumer or other reporti4g ageniies. Our Policies Regarding the Protection of the Confidmtiality and Security of Your Personal Information We maintain physical, electronic and procedural safeguards tp protgct your Personal Information from unauthorized access o-r intrisibn we linit access td the Personal fiform;doi-ont-t6 tto.l-iilpTvis ndieelii*riilii'ii*connection with providing producs or services io tLu oiToiotdr l6gid-iii,-uufirijJsii..por"r. our Policies and Practices Regarding the sharing of your personal rnformation Y.. p"y.$.tt your Personal lnformation with our affiliates, such as inpqrq.nce companies, agents, and other real estate settlement service providers. we also may disclose ydur personal Inlomati-of,-- !o ?geq6' brokers or representatives to provide you with services you have rcquested:to uuro-piuw coftnrctors or servrce prcviders who provide services or perforni rnarkdting or other ftnctionts ori our behalf: and to others with whom w6 enter into joint marketing agreements for products or services that we believe you may find of interest. In 4ddition, we will disclose your PeFon4l lnformatipn wh-en you-direct or give us permission. when we are recuired by-law to do so, or when we'suspect rraurlutini or criminat acd;itG: W;;lilil; tiscioiC v-ur"i'F;d;rl-- '-'"' Information when otherwise peniri.tted by applicable privi6y iiwJniit n,!ii.*irite'iiieitTs"ltiii#T. *raeo to enforce our rights arising out of any agr#irent, uinsaiiion 6irliiti-fritrifi;ifr-y',;r. One of the imoortant resoonsibilities of some of our affiliated.companies is to record documents in the public domain. Such-documents' may contain your peiional lnformauon. Right to Acress Your Personal Information and Ability to Correct Errors Or Request Changes Or Delefion Certain states afford you t{e righl to.access your Personal -Information and, under certain circumstances. to find out to wholn your Persoriql Inform;tionhas treifiiGCtoieo" elsq A,erhil;t"d; ft;a;du thcfthfio r;fi;J .-* "- correctiori, amenlmqnt or detetion ofi-our p"rsonii rnroiniiioii. w;fiil;ffi;'eti frl;iEiirii,,iiHS'v r.*, to charge a reasonable fee to cover the criss incuned-in respondiE'to *;fi;iirests.'* All reouests submitted to the Fidelity National Financial_Group of Companies/Chicago Title Insurance Company shall tre in u/riting, and delivered to'the following iddress: Privacy Compliance Offi cer fitd'g"XfiH Financiar, rnc. Sanra Barbara. CA 931l0 Multiple Products'or Services If we provide vou with more than one financial Droduct or service, you may receive more than one privacy notice from ris. We ainlogize for any inconveni-nce ttii miy tause you. Form PR I V. POt.Clt t * at * AlpfTlo,tt J.4 TADDfNON NOTE: THIS PERMIT MUST BE POSTED ON MECHANICAL PERMIT ,'-a T ( 8l+ n'l JOBSITE AT ALL TIMES Permit #: M95-0104 Department of Community Deve lopment TOWN OF VAIL 75 South Frontage Road VaiI, Colorado 81657 970-479-2 I 3 8/479-2 I 39 FAX 970-479-2452 Job Address...:Location......: Parcel No.....:Project Number: APPLICANT CONTRACTOR OWNER CONTRACTOR Description: NEW SFR Fi reDtace Information: Restri cted: J.L. VIELE CONSTRUCTION Phone: 1OOO S FRONTAGE RD WEST #202, VAIL CO 81657 J.L. VIELE CONSTRUCTION Phone: 1OOO S FRONTAGE RD WEST #202, VAIL CO 81657 MORAN CHLOE HELD L4B0 BOHNS POINT RD, WAYZATA MN 55391 LUNSFORD BROS. MECHANICAL Phone: 2481 COMMERCE BLVD, GRAND JUNCTION 81505 VaLuation: 3797 LUPINE DR 2 101-111-01-0 0 2 PRJ95-0116 Status. Applied Issued. Expires Payments I S SUED o7 /03/ree5 08 /03 / tees 0r /30 / lee 6 97 0-4'7 6-3082 97 0-47 6-3082 30324257 90 28, 000.00 #of l.,ood/Pa L tet :dof Gas Apptiances:fof Gas Logs: *********Jr***********lr*-ffi*l(*rrH(i*********i************* F EE SUI.ll'1ARY **************************************lr******************* t'lechan i ca [---> PLan Check---> Restuarant P lan Review--> .0O DRB Fee-------- TOTAL FEES.---- Totat Ca(cu(ated Fees---> Additional. Fees---------> TotaL Pernit Fee-------->lnvestigation> .00 lli l. L ca I l,----) 5.00 560.00 1/.0. o0 703 .00 .00 703.00 > 703.00 BALANCE DUE----*******************t*******************itr*******************i*********************Jr*i**i*************lrl********tr***i(************* I!e4; ,q5190 BUTLDTNG DEPARTMENT Depr: BUILDING Division:07/3L/7995 DAN Action: APPR CONDITION OF APPROVAL ******************************************************************************** DECLARATIONS I hereby acknowledge that I have read this appl,ication, fitted out in futt the information required, compteted an Pl'an, and state that atl the information provided as required is correct. I agree to compty rrith the information to compty uith al,l. ToHn ordinances and state [ars, and to buil.d this structure according to the Tovn's zoning and codes/ design revie!, approved/ Unifofm BuiLding Code and other ord'inances of the Town appl,icabLe thereto. accurate p lot and plot p [an, subd iv ision E:00 Al'l 5 : 00 Ptl REOUESTS FOR INSPECTIONS SHALL BE I4AOE T!'ENTY-FOUR HOURS IN ADVANqE BY TELEPHONE AI 179-213A OR AT OUR OFFICE FROX SIGNATURE OF OI.INER OR CONTRACTOR FOR HII4SELF AND OIJNER {,2 *""'"uo '*"' **************************************************************** TOWN OF VArL, COLORADO Statemnt **************************************************************** statemnt Nunber: REC-0052 Anountz 703.00 08/03/95 10:20 Payment Method: CK Notation: 3270l- rnit: AB Permit No: Parcel No: Site Addrees: This Payment Account Code 01 0000 4L312 01 0000 4L332 01 0000 41336 703 .00 Total Fees: Total ALL Pmts: Balance: Description MECHANICAL PERMIT FEES PLAN CHECK FEES WILL CALL INSPECTION FEE M95-0104 Type: B-MECH MECIIANICAL PERMIT 2101-111-01-0 02 3797 LUPINE DR 703.00 703.00 .00 **************************************************************** Anount 560.00 140 .00 3.00 FeH \ ;ilE i H;EE il ::i5 ^\r ia t{ E: { I c t!I =ct .6 '9 :. t I (, {. T I * P I F I 3 8 (, t F i o uI 3s I a b x Id10'l\j0'lAllAiiltr - r,^ I a Lt J at 3J ul gs:it esst/sa/tt o.r.-l-.nr-,089 quoJsr{]-r 90i, g lt|l 97/ts\l1335 11:11 1-343-if7534 LT..hEFBRD --FFq BT,IRGCRAAF ASSOCIATES INC. CONSULI!I}IG ENGINEERS GRAID iruNcTroil, co Blsot FI,'LI., CO}II,IERCIAI-, TIVAC I,oADS PROERAU BUTIJDING HASTER DAT} AIID DESIGil PARAilETEITS! PAGE A2 PROiIEET! UORCAN RESIDEISCE CLIEX![: LUNSFORD BROS. IiECH.DATE: 4 JI'LY I.995 DESIGN IIONTH I{AY JUITE lfuLY AUGUST SEPTEIIBER IfTNTER ouIDooR oulmoR rr[DooR DRY BI'LB WET EULB REL.I'['IT DESIC$EF: IilDOOR DRV BULB ?s 75 7g 75 75 75 CIIAD OELRICH GRArr{s llflomfDooR DIFT. CORRECTIOII 82 a2 a2 82 B2 -2f, -o.27 -o.27 -o.27 -o.27 -o.27 o,oo -18 -18 -18 -18 -L8 60 40t 50 40t 60 40+60 40t 60 40*o 50t ROOF ASITRAE ROOF ROOF SUSP TYPE RoOF # U-FAC COLOR CI.IC. r O.O25 DARK YES 2 0-020 DARI( yEs PART PARI COOL HEAjt'TYPE U.FAE !.D T-D 1. o.o33 10 20 IflAI,L ASHRAE TIALL IgAI,L TYPE Gn,OtIP U-FAC COIiR G O.044 Lf,GHr G 0.085 LrGHT 1- 0.520 0.t20 o.aza YES GET{EFAL PROiIE T IIIFORI.TATTON: PRO.TECtr FIIE ITAI.IE: PRO.'ECT LOCATION! BAROUE*IR,IC PRBSSTJRE : AI.TITUDE: NORTH I,ATITUDB; }IEAN DAILY TEHPEBATURE RANGE:AIilOSFIIERIC CT,E,ARNBSS trACIlOR : GROUilD REFLECTAilCB: SIARTING TITTE FOR IIVAC II)AD CArcUI,ATTONS!EHDfNe TIttE FOR lrVAC IIIAD cerCuLlffOl{S,FI..OOR HEAT LOSS COETFICIEIIT: TIUUBER OF ut{IQUE ZoilEs Itf THrS pRarBsrr 1. 2. l. 2. GI.ASS SUI.fiIFR wrrTR 6I.Asg INTERToR TNIERIoF,NO. U-FAC. U-FAC. SHD.COEF SHAPTXC SIID.C{)ET ROOU GI.AIIS GTASS CONST WTUTE EEIGII1T 0.570 LICHT 1.OO 1.OO C:II)AD vArL, coLoRADO 22.098 ril.HG 8150 FBET 40 DEGRFES 35 DBG.F 1..19 20 PEFCEiltr 1AH 1a Al{0.80 Brunr/FT-F 13 -aztazlLses 1t:11 L-3aafz634 LrrNsFoRD *"tliEb PAG A3 *** SULL COUI.TERCTAT HVAC IPADS PROGRAIi{ BY EI,TTE SOfTIfARg DE\TEI"OPIIET{I INC i** BURGGBAAT ASSOCIAEES IIIC. GRATID j'I'r|STION, CO 81501 l,roRGA}{ RESfDENCE C intl.y 19e5 pAeE t7 ***+*************'rt**t*** BurLDrrG EilVBIlo|pE REPORT **rrtrrtrrtrt******rr**** ETN'BLOPE REPORT USING WINTER I'.FACTORS: UATERIAIJ TYPES GROSS AR,EA GTASS ARET lHr -u-AREA FACION 2635.A O.O25 555.O O.O20 3l9o.o l{/A s445.O 0-04{252.O 0,O85 56e7. O N/I l1t 4,0 0.420 AREA TC A\ISRiTGE UFACIIOR T'FACEOR ROOF I 2 TOT.ROOF TIAI,L I 2 TOT.Tf,ALt GI,ASS T TOTAI.S WAI.L DIRtrClI|IOIf 2635. O 555. o 3190. O 6559. O 252.O 68L1 . O t 114. O WAI.L AREA o.o o.o 0,o 11.14. O o.0 111 4.O N/L 68,510 11 ,100 79 .610 239.580 2L.420 261 . OOO t67.880 o. 026 o. o20 o. o25 o. o44 o. o85 o. 046 0. {20 GI.ASS AREA 10001. o I|AI,I, NEIT AREA N/A W.AVG U_FAC 808. {90 o. o8l OI{AS9 AVG GIASS AVG U-FAqTOR SHD.COEFI' N ltE B SE s sw w NIJ 8X. .0 1653. O 207.o 1403.0 126.0 1635. O 189.0 1517.0 0.0 226.O 42. O 189. o 30,0 340. o 52. o 235.0 91. o L42r.O 165. O 121{. O 96. O 1295. O 137.0 tzaz.o 0. o{4 0. o44 o.o44 o. o53 0. o44 0. o44 o. o44 o.044 o. oo0 o.420 o.420 0.420 o.420 O. '[20 o.420 o.{20 o.420 5697.O 0.046 0. oo0 o.570 o,570 o.570 o.570 0.570 o.870 -----3:319 o.570 TOTAI.S 6811. O 1114. O A7lA5/L935 11:11 l-3a3-57634 **T I"IJLL COUHERCTAL ITVAC LOADS BTJRCGRAAF ASSOCTATES IIIC. UORGAII RESIDEflCE *r* * ****** **f***i****r ** TCITAL BUILDING PEAI(S IN AUGUST AT 4 PT,I LWSFmD "*THEL PAGE A4 PROGRNI BY ELTTE SOFTTIARE DEVEI'PIIEilT JNC *** cRAlfD JUICTION, CO 81501 { JULY 1995 PTGE 19 BUfLDING LOAD SItt&dARY .tf * **t!r***t*** *****tt:a t BLDG. LOAD DESCRIPTIOITS ARE.A OUAN SEN. LOSs tsor LOSS I,AT. GATil SEN. CAIN = EI'IAIJ UTOF GATN GAITT ROOr IIAI,I, GIASS FIOOR SLAB LTGHTING EQUTP!{AilT PEOPLE PARTITIO}T \/ENT 67L rNFr- 1t95 DRAIi*THRU FAlf ELOW.TTIRU FA}f SUPPLY DUCII RErt'RN DUCA RESH,VE CAPACITY ar2o0 4.37 261882 1{.31 48,193 25.56 6 ,922 3.59 3,190 5.697 1,1ld a11 I t6O2 2,t53 27 2,752 485 a33 0 0 o o 3,21O 11927 56 t78E o 3,21O 2.32 L,927 1.39 66,785 49.32 o o,00 SKIN ffADs 1oroo1 gQ,L97 48.03 ?Lt922 7r,922 52.O1 o 0 0 Lr817 55,128 40,670 o o o o o 0. oo o. o0 0. o0 0.97 29.34 21.65 0,00 o.00 o. oo 0.00 0.00 0 0 5f885 0 ?25 149 o 0 0 0 0 29, 333 7,!42 6r885 907 2 1364 2,254 o o o 0 9,8{0 29,333 2L.22 7 .342 5.31 13 ,77O 9.96 907 0.66 2 .689 r..95 2,4O3 L.74 o o.oo o o.00 o o.o0 o o.oo 9,84O 7.L2 BUTLDTNG TOTAJ.S L87,Bl2 100.00 7,359 130,847 138,?06 10o.00 BUILDING STJIO'ARY T,OAD DESCRTPTIONS SEN. LOSS troT I.(lss IAT. GAIN SEH. GATN = TOTAL 8TOlr GAIII GAIII VENTITATION II{FXI,TRATION ZONE LOADS PLENTJTI LOADS FA}I & DUCT IOADS 55, 1e8 40,670 92,OLA o o 29.35 21 .65 4g. gg o,00 0, oo 325 149 6,885 o o 2.364 21254 L26.229 o o 2.689 L.95 2 .4O3 L.74 133,114 96.32 o 0.oo o o.o0 BUILDING TSTALS t8?,8]-2 loo,o0 7.359 I3D,A47 t 38, 206 1OO, OO TOITAI., BUTLDT}IG ST'PPLY ArR (BASED Or A 20 rD) !TOTAI, BUILDING VEIIT AIR (6.11I OF AUTPLY)! TOTAL CONDITTONED AIR sPAcE! qUPPLY ArR CFIIr/SQ.FT. Or collDITIOilED spAcE;sQ.Ft oF CoNDTTIOXED ArR Sp}.cB pER floN: TOI|NAGE PER 39,FT OF @ITDIEIONED ATR 8PACE! TOIAL HEATING REQUIRED ltlnl OUISIDE AIR!ItqrAL TONNAGE RlQufnED mfit ourEIDE AIn! 7,924 Cnt, 485 eFU 4,92L SQ-FF 1.6102 Crul3Q,rT 127 -2752 SQ.rT,/1ION o-0023 roils/sQ.FT 1S7.Sl UBH 11,52 TONS c F ?F E FF EE EE IE E 2 I U g E t G ul FgH \ ;F;E i gnEa tl ::i5 \iJ \r ;* r$ ..o 9c' t I E I =o ct .(' .r 3\8l o-ii ie I E P * 8 o l- g q I u! lu -2'-9 F C' 3 b x E c.I a F b ., , '\,4 'A1n ,!/rll[l03 " ilgi 99:rr 966tlga/La lllr _1!i&r lE / , {'dl "$t{gr t . i,r. tg :tgvd ct I I q $ -....",,-cr _ .:{.. . ,r"r-)un -,ll.,'o,u ouors*"l azlasttess t1:11 t-343f,r-2634 LthrsFoRD *T BI'RGGR}AF ASSOCIATES IITC. CONSULTING ENGINEER.II GRAITD intNgl,Ioll, co at5o1 FT'I,[ @IIUERCIAL HVAC II'ADS PROCRAIi BUILDING }IASIIIER DATA AIID DESTGN PARAITETERS! INTERTOR I}ITERIOR SHADTNG SI{D.CEEr YES 0.570 PR(}IECIT' CLIENI: DITE: DESIGIIER: IlrI)oOR DRY BULB ROOII coNgl! LICET CTLOAD vArL, coloRADO 22,098 ltf.Hc 8150 SBET 40 DEGREES 35 DtCi.F 1..19 20 PENCEilII 1A}{1e A|l o.8O BrrrE/rT-F 13 PAGE g2 UoRCAN NES'IDEITCE LT'N3tr.ORD BROS. IIECE.4 Jttl-,y 1995 CIIAI' OEI.RTCH enArrrE IlfloUTDOOR DTFP. CORRECTTOI| DESTGil UOHTS uAv ;II'[E JI'LY AUGI Slf sEgrglrgER nrilTsR ROOF A.SIIRAE TYPE ROOF # PART PARE TYPE U-trAC 1. O-O33 WALL ASHRAE TYPE GROI,P orxlDooR otmDooR DRY BI'I..B WET BT'LB 82 a2 a2 82 a2 -28 ROOF u-Ftc o.026 o. o20 cooL T.D 10 WALI, U-FAC ilDOOR RTL.EI,}' 40t 40t 40t 40t 40+ 508 -o.27 -o.27 -o.2? -o.2? -o.27 o, oo 60 60 60 60 60 o ?a 75 75 75 75 75 -r8 -18 -18 -18 -18 1. 2. I 2 ROOF SUSP cor4R Ct4. ITARK Y8S DARI( YES IIEAf E-D 20 IgAI,JL coI/tR l. 2. G G 0.044 LTGHtr O. O85 LIGHIT cIASg gUUli{ER WrX|FF GII,ASS HO. u-FAe. u-FAC. SHD.CoEF r.- 0.520 0.420 o.8ZO GIASS CrASS wrD{lB aEIGHtr 1. OO 1. OO OEI{ENAL PROiIESI' uTFoRilATroN3 PROiIECT FILE NA}IET PRO.'ECT f,OCATIOilI BARO}THIRTC PRESSURE: ALTITUDE: NORTH IATITUDE: IIEATT T'AItY EEMPERATURE NAilGE!AII{OSFEERIC CtEARNESS trAEFOR: GROUIID REFI,ECIAXCB:gtARTTNG !II{E FOR EVAC IOAD CAICUI,ATTONS:ENDTNG TIUE TOR INIAC ITIAD CArcI'IATTONS!FI-.OoR HEAT Logs CoEITICIEITT: TII'IIBER OF I'ITIQUE ZOI{ES IlI fiIIS PROIIBCT: azlaslLesa lt:11 L-3a3(:-z6a4 LI..bISFTRD BROT}ERS IfED -U.ARAA TAEION PAGE A3 }REA I AVERAGE UFACFOR T'FACtrOR T** FODL COIII,IERCIAL HVAC IPADS PROGR,/M EI ELTtrE SOTM|ARE DS\/ET,OPUEIT INC Tt* BI'BGGRAAT ASSOCIATES Il|C. GAI|D itnlfcTroN, co 81501 I,IOBGAI{ RESTDENCE E 'IUtY 1995 PAGE T7 si********:r*****t*t**f*** EUftDfNG EmrEil)FE REpORT *iirttt*tti*t*ti$**r***** ErnzEL.'dPE REpoRT USfNG !|INTER U-FACldtRS: ltATERIAT,I TYPES GROSS ARTA GLASS AREA ROOF 1 2 1IOT.ROOF rAI,L 1 2 TOI.IIALL GI,ASS 1 TOIIALSI WAT.L DIRECIIIOtr 2635. O 555. o 3190. O 6559. O 252.O 6811. O 1114.0 WAI.L AREA o-o o-o 0.o 1114. O o.o 1114, O il/A 263r.O 555-O 3190. o 5t!a5. O 2E2-O 5697.0 1114. o o, o25 o.o20 N/A o.044 0,085 l|/A o.420 68,5lO 11.100 79.610 239. s80 2t.L20 261. OOO ,t67.88o o. 026 o. o20 o. o25 0.044 0. o85 o.046 0.420 CIASS ARE} 10001. o IIAT,L IIBT AREA N/A W.AVG U-FAC 809.490 o. o8x GIIAES Al'G GIASS AVG U-FACTIIR SED.COEFF N NE I SE s sw w NW 81. o 1653. O 207.o 1ilo3.0 t26.O 1635.0 189. O 1517.o 0.0 226.O 12..O 189. o 30, o 3.0O. O 52. o 235. 0 81. O t 42r.o 165.O 121i[. o 96. O 1295. O 137. O L282.O O, O4,l 0. o44 o, o{t4 o. o53 o, o44 o. o44 0. 04{o.0{{ o. ooo o,42o o.420 O. t[20 o.420 o.420 o.420 0.420 0.000 o.570' Q.570 o.570 o.570 0.570 o.570 o.570 TOIIAI,S 6811. O 111{. O o.4zo o.570 5697.O o.046 g7la1/L395 11:11 BI-.DG. LOAI' DESCRTPTIOITS L-3A3-242-7634 *** FI'IJL CO}IUENCIAI.. HVAC I.,OADs BURGGRAAF ASSOCIATE9 IIIC. UORGAII RESIIDEilCE r**r r***tr ****ft r*****a* TEI:IIIL BUILDfIG PEAXS lll AUGUST AT ,l PU LI..SEFMD BROTFERS PAE A4 PROGRAII BY ELrTE SOFTwARE DEITEI-PI,IEIII JllC *** GRAIID JttilerroN, co 81501 4 Jrrr..v 1995 P^GE 18 BUftDINc IiOAD SITUIIARY *ttt t rt* i ** r ** * *** ** *+ t AREA OUAII sEN. SroT IIOSS l0gtl I.4tr. GATil s$f . CAIII sr lluIAIr lilr'Or GATT CAIX ROOF WAI,I, GIASS TNOR SI,AE 3,19O 5.697 1,114 84 a,zoo 4.37 26,882 14.31 48,193 25-56 6,922 3.59 0 0 o 0 3,alo 11927 66 t785 o 3r21O 2.32 Lr92? 1.39 66r785 18.32 o o.00 SKTil I6ADS 10, OO1 90,197 48.03 ?L1922 7L,922 52.O1 LIGl[I'ING EQUTPUENT PEOPLE PAR1TITION r/ENT 67L IICEL {95 DRAw-THRU FAlf BLO'|-TIIRU FA}I SUPPLY DUqT RTIITT'RII DUqT RESRVE CAPACITY 8r602 2,153 27 2,752 485 t!33 o o o 1r 817 55r128 40,670 o o o o o o. oo o. o0 o.00 o.97 29.35 2r,65 o,oo o.oo o.o0 o. o0 o.o0 0 0 6r885 0 325 149 o 0 o 0 0 29 r 33f 7,312 6r895 947 2 r364 2 1254 o 0 o 0 9,840 29 1133 2L.22 7 .312 5.31, t3 r77O 9.96 907 0.66 2.689 r..95 2,4O3 L.74 o 0.oo o o.oo o o.oo o 0.00 9,840 7.!2 BUTLDTNC T'OtrALS L87,Btz 10o.00 7.359 L3O,847 138,206 l.OO.OO ST,ILDING SUHUART I'AD DESCRTP'TIOTS sBlf . LOSS tTO" LOstt IAT. GAI}I sEtf . GAIN = TOfAL TIItIT GAIII GAIII VEilTTIATION II|PILIIEATIOII ZONE I.OADS PLENIfi T.OADS FA}I & DUg[ I{IADS 55 r 128 4A,670 92,OL4 0 0 29.35 21.65 49. gg o,00 o. oo 325 1f9 6r885 o o 2,364 21254 L26.229 o o 2,589 1.95 2.4O3 L.74 133,114 96.32 o o.oo o o.oo BUILDI}IG TqTAI.9 L8?,8L2 1OO.OO 7 t359 Lto,a47 138,206 1OO,0O TOIAL Bttll,DfNc AItppLy lfR (BASED Ola A ZO rD) ! TOTAL BUILDII|G VEtfT An, (6.11t oF suppry)! TOTAI. COIIDIIIOI|BD AIR SPACEI SUPPLY ArR CFU/SQ.F:I. Or co[DITrorED spAcEs sQ.m oF CoNDIrIOXED ArR SPACB pER TON3 rC}NNACE PER SQ.FT OF COITDITIONED AIR SPACE! TOTAL EEITTNC REOUINED IfITts OUOSTDE ArRt TOTAL TONNAGB REQUIRED TTTH (X,TSIDE AIR: 7 1924 eFrl '!85 eFU 4 t92L 1.5102 127.2752 0. oo23 1S7,81 11,52 sQ.rT cEur/sQ.F!r, SQ.FT./!TON TONS/SQ.rr IIBH Totfs t",nn Review Action t*t TOWN OF VAIL J, \ , , ,t t r c(- In,- catesory Nu^o",' u' lon,olibLi,ll oate ?, {'? 5 AZF ,l proieaName: il.0{a."'^ /k (ta/Quq Building name: n'/* Owner, Address and Phone: i 'r /L/rl/ Architect/Contact, Address and Phone: Motion by: Board / Statt Action vote: / -A Seconded by: (npp,ouur I Disapproval fr,n /"o-( // l4o?fr\t rcyffi,t& oate'lt/S.l Fl'5 ,;llil $$lilH :tl>r 'dnt YB .li .iR -/):A -v- ... 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F( (f, -{ !tl o "i] c @ tr - 'Tl 2 rqT (^) I N F) t o -o +o-' g. ) rii s-=PF l- r Ct b€-\fu 4.a ^ =?t.a ,'i.,7X .tiX r >4 =lrtO ) , > ., vli 4 ' :. ^'q.t \.+ -\ f 6 r\ OFr. )'-=,y i, .-. cf 7 :q € t',t' 2 q,. /l:<ta a\L' Dt4 t- zt-Lr :)^ '- ..'':'q?r =f4 r'iu,,,E.IPK L):'Y la n o o.r o o s n ii -' e I ; \l JUh ; i il^ ,1 i r .l I ,..-5 Geofoglc Hazard Revlew (Name, O,vner) Ar4c4_-..,1995by ( " / ^, 'leu ) , known to me to be the p$rson whose name is subscribed to thb foregoing instrument and acknowledged to me that My commission expires: IT Q /nlQz lt ci'rorns\htratd ta i n! lAffe understand from the conclusions that he proposed building is located in a , I ft'C L hazard zone, and there is the potential hazard ot lv,tW(i5 reaching the proposed house, causing damage. We are prepared to accept these facts and request the Town of Vail Building Department grant us a permit. ., i .\i 0'lttcu l'\t r'ntt (Name, Orner) STATE OF COLORADO ) couNrY or t \le )f"' The foregoing instrument was acknowledged before me this _ day of 19_, by known to me to be the person whose name is subscribed to the foregoing instrument and acknowledged to me that he executed the same for the purposes and consideration therein My commission expires: STATE OF COLORADO couNrY or t4. )1""' The foregoing instrurpent was acknowledged before me this 27 day ot he executed the same for the purposes and consideration therein expressed. (Date) e- b Rr{hc.4 / (Legal Ddscrlptlon) Nicholas Lampiris, Ph.D. CONSULTING GEOLOGIST P.O. BOX 2 stLT, coLoRADO 81652 (303) 876-5400 (24 HOURS) ,l l..rn (i:r :;l::(:l I l. (:)';i:L; l i :i. t:: I : i)i.;rrtt:i. rli. r.: !': !'lr::rv' i: r,:l, r1\r" r.:;lr .i. 1.: ricr'l l ll. /1 ..i: li . l'lo,:rr.ln l.r Or' ,, [..; r' n:' :,; r:,,. t- r;::,::ri;J l'; .'.t'[ \.l,ir:i. .1, t,r,,r i. .1. t )i.i i.:i J.4,iri / 1:il:: r l"li.ii",r'rn fr({ir:'i i. i.l1,1rr{.r::l Il,ir.,r f li :. r: i,: :: ;'.l:.t{:t:.ti.'.,l:ili:':lll'::||]Dini:1jrl.ic]ii:ilir''tncl.i:|l'i::ir,t.c 'i: l ) ,r:)r'i:,r ;rr i: r..: l;.l t r.i t,' i:lLiftn.i it :i, r:)n ii) ,, ii;:i. ir r: nr" c:.i. 'r' , '74/1 G; l.l i. ,...li o.l ,.i1, l.-,:irrtl.r:r.t'.i.''. (..)rrrttlt.t.i. f:... rtt..l iitr.i:r.l r:ir.:i :i ,;'i: Nicholas l-ampiris, Ph.D: CONSULTING GEOLOGIST P.O. BOX 2 slLT. coLoRADO 816s2 (3os) 876-s400 (24 HOURS) Aut6urst. 4, Ict94. l\lorm l{e I wi !l j.()(l(l S. Fron.hane Rd. West Vail CO 81657 RH: l-larnrrJ l!r,aLutationr Lots I04, ancl '5r [t:i.qhorn ?ncl Additi.on Dear Mr. Hel wi. -q r 1 viritecl the atrove re{erEnced property in Vail reicentl 11 'f ar FlLlrpo$es of "r geol.oq:ic lrarard eru.rL utati on 1 cit Ei it pertal.ns tcr roc[': tg!._pgt"tr.tli*!-- Agt vor.t know thj.si ha:ard is s;hown try'Lhe Town.ct'f tr*f_] 1_t____4iuui-ss-^etocfiffi.lffg prqpg{yr r^ri!|1 ,L".hicrlr sevqritv' cl. al;si f i cati trn. l"lv flener"tl {i.nrJin0s are that r-ocl: {aI I harard i s i ndeed r:res;elrrt burt i E; not tieverei hor.,ever -.---Tlre stmr,rn cIi{fs allove this ar"ea ir" he"evi ly f orested. Thist $ite ., (wh ":rbourt 15Ct f eot- 'f rom the haso o{ t s?me mill$arrorl 9I_.at l eaet/ ?5C) f F€:'h h j. nh ancl j.:; er.e ,the ,/ex i :lt t n-q home j. s ) i 5 '-- /..-,hat hi I 16i de arrcl tlrmre.l'f ore not a.t:i.qnLcl nn 'l:he north Eidci of. tihE-T6t {r:r- protection and perhaps clrTT- cE]i be ol aced betweern the boLtl dr:r$ {ot- cohesi on, added btrl I'i r antJ fr:r ther potential {or vegetation i'f that i.s rJesired. The rocks EhoutlrJ be nl alcarj s-,ro as to a{{nrd ma){i mum protec'tiorr. AE an adcleci pr-ecat-tti.on the .[ront o{ the homer rqtroLrl d be des:iOned with a i. i l": e.l. y to be reached by many tloutl dBt-s. Thc-: topnqraphy i rs aL Eo snmewh;,rt 'f avor-nbI e j.n that 'L.here are twp homps bett'leen mutch o{ the silope and lhi.s site. ../'(t\ Y 'fhelrer are a numher qrf--hj!_E_!e!1!g5lg on the site whicft cc:tn hF ( 2 )'f oLrncl;r'L,i r-r n w.rl L protr v ' -------:-----...- ------:--and fJF r:aoatrl e o{ w sqggrc.r {ont. . There shoutld be no winrlowr three 'F eet- ahnve {i.nig;hed rlr"acle ourndr per in thi.:; this wal i rrtnrrrEl . I i'f desi red.eneroy absorbinE material can be+ placed on Drai rrage "qrournd the home sihor{il rl be provi derJ. ancl the home Etrnutl d tre clesi gned t"o prevent the accutmul ati on o{ rsrdon q*:i . as thi si i. s lrecominrJ ej'Landdrr.d practice in the $ta'Eo, !3oi 1s'" invmsticla'bion {or purpos*lfi o.f proper { ound"rti on desi En rhourl d pr"ecede constrLtct i. orl . Becaurs'"e o{ thra has "ard requl ati onri o{ ttrea Town o'f V"ai I o care mltst tre tal.len to rrot incrc.age the hatard to a neiQhbor by your ;lttempto at mitigati.on,, The property doeE lie in a geotoglcalIy sensitive area, but developnent will not increaEe the hazard to other property, or structnres, or to public rlghts-o{-wayo roads, streetsl easements, utilitieg or faailities or. othen properties of any kind. If there are further questions, please contact me. Coneulting 6eologlst copy! Jim Morter SENT BY:(OE UJEST COLO REG ; ?- 5-95 9?e24 r235Ar ccITT 63;ri L 8:36Ar,r : EEFAETHEHT QF.THE FstHY ttalv to ah"fioro, u,t. iti-i G?al iGEtt ua5rfiIcr, fiit;fit:tElarE, ti3' J 'TFEST StcPtlrE*Tq, eAuFeiHll !g!tc$!t rnrn€ 27, 1995 Regulatory Br*nch (199!78123) !t. K.nt erolts, l!{E Post ottlce Eox 270 Yanpa, Colofado 80493 Dsar litr. Crofta: -f al! rcepondlng to your rrqu68t tsr a DepartEent of tha Aray pemlt, on behal3 o! Ir0ro. clrlee llorcn, to dteLharge tlU naterial lnt,o:retlande adjaceni to a aan-aade glde channal of Gore craek.The proJect la located E$.. CorG Creelr in grctlon 11, ?obrrrhLt' g 8outh, Range 80 l9.rt, llown of Val.l, Eagle County, Colorado.- Tha Chl€f ol Englnaera has tgeued a natlonirlde general p9rylt nunbar 18 whloh authorLgss tlre dl,echrrge o! diedged or flll Eatcrtal in wattrs ol tho fntted Statre ior alnor disctrargrr. l{€ have eorepletcd out notllleatlon raguLrclcntl for natl.onrlde general perolt nunbrr 1g tutborlaatlon, -and ue have dete:nlned thet your proJact ean be constnreted under tb,la euthorlty provlded the nork ueats thc condltLonc lLeted on the aneloted lnloraation aheet. [hle lrttrr verlflec authorkatlon of thc dlaeharge ol 24,5 cuDlo yards of flll natorlal lhto 503 rquaso tcrt of srtlrndg. lltris penit varlflcatlon wl]I bc valLd for a gierLori oC tn6 years lron tha deta o? thl.a lattar unlaaa tha natlonl'lde perult ls uodlflcd, rclmued, or rrvokrd. lfou ahould csntact th-le of?Ica lf rork yllI extend boyond ttrls date, SENT BY: COE I,]EST CCILO REG 5-95 A2 3?At.t t LLllt tri;rl 2 We h€ve aBslgned nrauber 19,65?5123 to your proJect. plaaae rsfar to thlc nulbar ln any correspondence with tlris office. If y-ou heve any quattt-one, plcace contaet Ur, l{lsheel Clattey of t\IE offlco or talapione nuabrr (970) 2{3-1,199. 9?0241215Ar o . llelfuri 9astern Colorado RcgrJlatory OftlcG 402 nod lvanu:, RooE 162 €rand .r':nstlcn, Cslorado 81501-2363 Eneloiurg coFl.E FEnirhed:Br, Gene R€€tt, U.8, Env!.=srcental Protectlon AEancy, il!{t{-HQr 999 lBth gtr6st, gul,tc 5c0, Danvsr, Celorad,o goaot-A{66 i&. XcLth Rora, tr.8, Fleh and Hlldlila EErvi,es, ?{4 Horlzon Drlve, South lnnex A, Grand Junstion, Colorado 8i506-3946 l,lr. FauI von Guelard, subdlrtrlot Cnlef , U.S. cecloglcal gurvay, {o2 Reod Avcnuc, Rsou 223, Grand ,lunctlon, Colorado 81501 ilr, Robcrt Caakay, Colorado Divlalon of t{l1d1ila, ?11 Indapandent lvanue, Orlnc itunc*,l,qn, Colorrdo El'gol. 2. ater Engineers, Inc, @E Wright W DENVER OI'FICE - 2490 West 26th Ave., Suite 100A e-Mail: obrian@wrightwater.com June 26, 1995 VIA FAX: (970) 476-0710 Mr. Rick Dominick Morter Architects 143 E. Meadow Drive Crossroads at Vail Vail, CO 81657 Denver, Colorado 8O2'l 'l (3ol) 480-1700 FAX (303) 480-1020 l. 2. Re: Moran Family Residence Dear Rick: At your request, Wright Watcr Engineers, Inc. is providing this correspondence to address the relocation of the irrigation ditch behind the Moran property located on Lots 1,4, and 5 of the Bighorn Subdivision in Vail with respect to the regulated 100-year floodplain of Gorc Creek. In our opinion, tlre proposed rejqcatio!.iroyLan the Grading Plan dated Jun" + iqq5 would not adu"'.@ or increase the . We base this opinion on the following two factors: The proposed channel relocation capacity will equal or exceed the existing ditch. It is our understanding that the existing ditch will be reclaimed (filled in) but the basic cross-scctional area across the Gore Creek floodplain would remain equal to or greater than that currently. Typically, irrigation facilities are not considered during evaluation of thc capacity of stormwater drainagc facilities (e.g., floodplains) unlcss they have been dedicated specifically for flood control purpose to the Colorado Watcr Conservation Board (CWCB). This is done so that irrigation facilities can be relocated as nccessary and to avoid the dependence upon thc use of such facilities for fl ood-fl ow convcyance- Ifyou should have any further questions regarding this matter, please caii r.rs. Sincercly, WRIGHT WATER ENGINEERS, INC. 95 l -024\000cb\domin06. | 9 CLENWOOD SPRINCS OFFICE - BlSColoradoAve. P.O.Box219 Glenwood Springs, Colorado 81602 (9701945-7755 FAX (970) 945-9210 (303) 893-1 608 Denver Direct Line BOULDEROFFICE - Siena Square 2060 Broadway, Suite 380 Boulder, Colorado 80302 (303)473-9500 FAX l313l4424766 DURANCO OFrICE - 'l 43 East 1 Oth Strect Durango, Colorado81301 (9701 259-7411 FAX (970) 259-7411 Cellu lar (970) 7 49-3306 Project Manager Mark R. Bonner Project Engineer Da'c: Zft 95 timo: lo:az:(X, QUIT CI,AIM DEED Palr Z ol 3 -'l to h "rtfi: 33331"t1?" tr,i" Jf u."_31 *-ucysr, -1?e4, berween roHN BUXMAN ,J- . cr+r.od -niii "r'r5narl ^ ;n"-;ar" s"i-o il! " 3' i l' r ?f . tglfl*y3; r fl i.f; Eii, - ;;J -.;Y noAyzArA, MN. ss3e1 or rrre.cluily "e ana srare-;;7eg1ggg, granree: wrrNEssETH, Tfu! the grantor for and in consideration of the sum of rEN DoLTJARS_allo orfreR cooo-iro va.uaele colriiosRAtroN rhe receipr' and suf f i.ciencv of whith -i" u-.r"uv JJtl"ii"as;d; ;;; ii Iill|if; fili.::gr_sori,-"""""|"a-r,J-A;;+ ;;ililo, and by rhese ,.)Lt" g,""t"J, -hi!'iiip"l"lili3;"iil';.i"l;lln::: ::i:":il;ilr#;;" j -,1 the right, rirle, inteiesi, -;i;t, and aemarrd *t,i"f. rhe sranror 1, has in and ro rfr3 .""r-fi"i"iii, .on".her with--iiprovemenEs, if ' any situate' lyl"g and Leing i" cir" county of Eagle and state of colorado described a" t"ri"i=]" With respect to the real property set forth in Exhrbit A attached herero. and made ; p;;i i..teor, -.ir ,u,r't.i, warer righrs,wells, welL tiglrp: "pri"g=-Jiiches, ditch righrs, reservoirs and reservoir righrs, - n"rt-t.ii,_rt..y ana .roniiil,rt"ry,appurtenant. ro.or customarily used i,i[ii-..-rpi,.,"Ii,," ruut properrv described in nxtriuit A arrached rt.iEio, includi'g bur limited to thoee. water righLs iwarded t" ."a-J."reed in favor of the grantor in the.iuagem;;t-"id d""..e of the Districr courr in and for warer niii"i""-i'io.-il sr.te ot coior.il, eppricat_ion No' w-188e which was fired i" oi"isio; N;.-;^;;*ii," *".", courr ?:,ll:::: r'7,. tsi3 and rherearier contirmea-.nJ Jpproveo ly luqgemenr and deeree en.ered on wovembe, ii,-isr\r entitr-cd ,,rn the matter of the apprii"iiorr-iot water rights of,John Buxman in the Eagle River o, iL" triUuiaiies; triburary invo].ved: Gore creek in Eagle Countv.,l 01 t:'trA F()ptc erN rrl P. bd u,I os !(c lrl I rit N p 0q FC O r-J O(n c\ cl '5 F.! O l-r o F OE F N Or- F> TO HAVE AND TO HOLD the same, cogerher with all and singular the appurtenances ."0 pri"ii;g;;=;;"..unro beronsinq onn anywrse rhereunro lppeirai'i.i, "r.a-rii-;;"-.;;;Ei,.rrisi,t,titIe, inreresr ana'Lrairn-;;;;;";;;r, of rhe sranror, eirher in law or equity, to the,""fv-p."p;;';;., benefit and behoof of rhe grantee, his heirs and u="ignr' forever. The singurar number shal1 include rhe ftl:"1, .i"-pirii-1.,u ;t;di;,-lio .r.,. .,".of any gender shall be applicalf.-to all genders. as. known by streeL and number as:VaiI, Colorado g16S? IN WITNESS WHEREOF, the grantor date set forth above. State of Co\o"..Q c, CounFw nf ts .^ r-.. 3?97 East Lupine Drive, nas executed t.his deed on the P:d ctrt ..) t F om: tlo.m H.Mg To: Ri(* Do|nlnlcl O-:4lltb f|nf: lc||t:35 EXHIBIT 'e" LotE L, 4 and 5, BIGHORN SUBDIVISION SECOND ADDITION i::T9+3?.to the plat rec-r.il;-;;i; 22, Ls63 as Receprion IJESS AND ExcEpT all: n"tgion of r,or-1 described as follows:Beginning ar a point on the ,rorcr,-iine-;;-s;;i"i-ri]Township 5 soutir' -R1g9 ao-wu"l,-'riom whieh the NE corn,er of i:::1"" 11 bears r eo-de!ie;;-;i,ii), n., " aisian""-Jt 1,040.G thence S. 4G deqrees ?g,37\ 8.., Er distance of 211-4 feec;thence N. 5s deirees sg,s2" n.; ; Jiecance of 259.4 teer Eo the north line 5f Seetion 11; ' - - thence arong the north-iin.-or secEion r.1 N 89 degrees 43,29,E. a disEance of 61.5 feet,, ;;r;-;; ress, ro the point of beginning. COTJNTY OF EAGTE STATE OF COTORADO P4|.ld3 -{"l J J. 545972 B-tt49 P_932 O9lt5/94 l0:1oA pc z or' 2 rR- ff::Tffi:?,'U:Tl',5ffi ffimiilledsed uef me Ehis Lr/20 , 1995 , Wit.ness my hand and r* o o ENVIRONMENTAL IMPACT REPORT FORLOTS4&5 BIGHORN SUBDTVISION TOWN OF VAIL PREPARED FOR MRS. CHLOE MORAN 1480 BOHNS POINT ROAD WAYZATA, MN 55391-9508 TELEPHONE # 612-417 -7 478 PREPARED BY IME P.O. BOX 270 YAMPA, CO 80483 April9, 1995 TABLE OF CONTENTS PAGE DESCRIPT|ON OF PROPOSED ACTMry..... .........................2 Site Descript|on....................... Development Goals and Purpose........... ......'......-.....2 Maior Elements of the Proposed Development P|an.................. ............................... 2 Home Site....... .........'......."... 3 Stone Retaining Wa11.............. ....................... 3 Landscaping... .....................' 3 Relocation of Diverslon Ditch................ ................................ 3 B. Project Purpose and Need ......... 4 C. Site Development P|an........ ......... 4 PROJECT EROSION CONTROL MANAGEMENT P1AN................ ................ 7 Sediment Control Measures......... .............................. 7 NAMES AND ADDRESSES OF ADJOINING PROPERW OWNERS, LESSEES, ErC. WHOSE PROPERTY ADJOINS THE WATERBODY.................... .................7 WATERBODY AND LOCATION ON WATERBODY WHERE THE ACTtVlry EKSTS OR tS PROPOSED.................. ......... I LOCATION AND I.AND WHERE ACNVIry EXISTS OR IS PROPOSED 8 INFORMATION ABOUT COMPLETED ACTIVITY......... 8 INFORMATION ABOUT APPROVALS OR DENIALS BY OTHER GOVERNMENTAL AGENCIES... ......... 8 ALTERNATTVES ANA1YS|S................. ................ 8 DESCRIPTION OF EXISTING ENVIRONMENTAL RESOURCES................................... 8 SUMMARY OF ENVIRONMENTAL IMPACTS..... ...................13 NUMBER LIST OF TABLES TITLE 1 Moran Proper$ Adjacent Property Owners. LIST OF FIGURES NUMBER TITLE PAGE 1 Moran Property Site Location Map....:........ 13 2 Moran Property Site Development Plan.... 3 Typical Building FoundationCrossSection................;. 4 TypicalStoneRetainingWallCrossSection.................. 5 Landscaping Gross Section.................. 8 tl EXECUTIVE SUMMARY Mrs. Chloe Moran is proposing to build a new homesite on Lots 4 and 5 of the Bighorn Subdivision, Second Addition, in the Town of Vail, Eagle County, Colorado. This parcel of land consists of a tract of land totaling 0.806 acres of land adjacent to Gore Creek approximately four miles east of the center of downtown Vail, Eagle County, Colorado. The location of this property in relationship to Vail and the Vail Valley is shown on Figure 1, Moran Property Site Location Map. Associated with this development is the construction of a new residential home site, associated landscaping and the installation of an avalanche control barrier required by the town of Vail. The associated road ways and utilities to this location are already in place. This new home site is being build to replace an existing structure build many years ago. Based upon an analysis done by the owners, it would cost almost as much to remodel the existing home and bring it up to current design and safety standards as it would cost to build a new home. A formal survey of all of the jurisdictional waters of the United States completed in June of 1990. The results of this survey were submitted to and subsequently approved by the Corps of Engineers (COE) in a letter dated January 1 1, 1994 that "the wetland boundary delineated by you was accurate"...and "an is accurate depiction of the limits of Federal jurisdiction on the property in question." This mapping revealed that a total of 0.1334 acres of wetlands and 0.3487 acres of drainage channel and pond waters of the United States exist on the property. In terms of percentage, 9.25 percent of the site is wetlands and 24.18 percent of the site corresponds to drainage channel and pond waters of the United States. This proposal would impact 446 square feet or 0.0102 acres of jurisdictional wetlands and no other jurisdictional waters of the United States. The wetlands impacted as a result of this proposal amount to 6.59 percent of the jurisdictional wetlands present on this. Careful planning has resulted in the minimization of allenvironmental impacts. The most significant environmental impacts associated with this project is that four wetland sites amounting to 446 square feet or 0.0102 acres will be impacted by the implementation of this proposed development plan. When these impacts are broken down into the specific development actions, a total of 80 square feet or 0.0018 acres of wetlands will.occur as a placement of the building foundation, stone retaining wall and associated fill at lmpact Site A. Wetland lmpact Site B which will result due to the placement of the building foundation, stone retaining wall and associated fill at the south edge of the home will affect 175 square feet or 0.0040 acres of wetlands. Wetland lmpact Site G will affect 175 square feet or 0.0040 acres of wetlands to the south of the homesite due to the need to landscape a suitable yard. lmpact $ite D will affect 63 square feet or 0.0014 acres of wetlands as a result of relocating the ex[sting diversion ditch. No other impacts to any waters of the United States will occur in connection with this project. \ i._ir{V As directed by the COE and Town of Vail, approval to implement these actions is being sought according to the permitting provisions of the Nationwide Permitting provisions found at 33 CFR 330 Appendix B, Section 18, Minor Discharge, and Town Development Permit. DETAILED DESCRIPTION OF PROPOSED ACTIVITY. Site Description The Chloe Moran property consists of 1.4419 acres of private land in the southeast portion of the Town of Vail. The property is bordered on the east by Gore Creek which flows roughly in a southeast to northwesterly direction in this area. Along the east side of Gore Creek there is an undeveloped tract of ground (Lot 1) which will probably never be developed. The location of the properly in relationship to Vail is shown on Figure 1, Moran Property Site Location Map. Presently, this area is zoned as Primary / Secondary Residential. The proposed building site currently lies on one developed lot and on two undeveloped building lots and a site development plan is being finalized for submittalto the Town of Vail. The undeveloped portions of the site are currently dominated by native vegetation consisting primarily of sagebrush and native grasses on the flatter upland portions of the property. Adjacent to Gore Greek and the excavated diversion ditch is a riparian zone I dominated by and overstory of Thinleaf Alder and Pacific Willow while the understory is / | dominated by Spreading Bentgrass and Sedges in the drainage channel. n,& ' ll Mrs. Chloe Moran has owned this site for about ^y"^r[A", goals for the use of the i-and have focussed on responding to housing needs eviGirt in the Vail Valley: the strong r I lL community desire for preservation of ecologically important lands possessing imqortant 116 , ''r'' wildlife values and the unfilled mar:ket for mid to upper-end residential properties,.lTheir Development Goals and Purpose purpose is to enhance the-overall appeal based community. The owners' long-ter long-term objective on the property is to construct an rhich is comoatible with the existinq homes in the Vail ev as a oesttnanon r appealing residential homesite which is compatible with the existing homes in the Vail neighborhood and to preserve the superb landscape relationships which exist on this site. Major Elements ot the Proposed Development Plan The site development plan in the vicinity of the project study area includes the development of single new residential homesite on the existing three lots. Construction of a new home site ls deemed necessary due to the excessive remodeling which will be required to bring the existing home site up to current design standards of the Town of Vail. Associated with the construction of the new home site will be the construction of a stone retaining wall which will protect the home from possible future avalanche and boulders destroying the house and associated landscaping. A large portion area owned by Mrs. Moran has effectively been reserved for use as open space to ensure a highly appealing appearance to the homesite. This propefi was the subject of an incomplete 404 Permit Application submitted to the COE by the previous owner, which maximized the building density on the property. Each of the items associated with the current development plan which will impact wetlands is discussed in more detail in the greater detail in the following narrative. A pictorial representation of the proposed site development plan is found on Figure 2, Moran Property Site Development Plan. Home Site. The Town of Vail requires that homesites be built in the required set backs, outside of the 100 year flood plain and away from existing utility lines. Since the existing homesite lies within the currently required set back easement it is necessary to place the new residence further back onto the lot. This is the major reason for _the ielocation of the homesite. The homesite being proposed consists of a structure 32 feet high which will have an area of 4,600 square feet. lt will contain a gas furnace and fireplace as the means of heating. Stone Retaining Wall. Due to the avalanche history in this area the Town of Vail now requires that all new homesites build in this area now have a stone retaining wall built to serve as an avalanche barrier against possible snow slides or boulders damaging the house. Landscaping. Due to the presence of an artificial diversion ditch which will need to be relocated the owners and other members of the project team believe that it is necessary to disturb a small portion of the diversion ditch to ensure that the homesite is landscaped to an acceptable aesthetic standard. Relocation of Diversion Ditch. Construction of the proposed homesite will result in the existing diversion ditch being blocked. lt will therefore be necessary to relocate this diversion ditch to ensure that the water rights corresponding to the existing pond are preserved. The existing ditch will be relocated by moving the ditch to the back of the homesite. This diversion ditch will also serve at the wetland mitigation area to compelsate , . , .)l for the wetlands which will be lost as a result of this project b-eing implemented. t *l/ffi ,',,-,,r i,s 4"/ 2 f '.'l) -n " r A. Activity 14 '! -(.r, ,,,,('?( ' Development activities associated with the nn/^n Property Project consists ot " singt9' 'ft(rS'il,'; development phase. The initial development phase will involve the installation ot the$D','i^]nt.,' drainage contiol plan. Once the flrainage control pldn is in place then the relocation ot"a tL,i1a l- , the neil diversiori ditch will commbnce.-lll of the iill associaied with the construction of d,',' n4 / H: ?Sffigg:llfJ iffi:onditch wirr be used to backfill around the proposed homesite g(1,t'it, The actual development activities associated with this project which will impact waters of the United States would all be completed during the 1995 construction season. No activities associated with project are expected to be extended beyond a single construction season. When each component of the proposed development plan is compared with the COE Regulations, it is evident that all of the proposed activities can be implemented under various provisions of the Nationwide Section 18 Permit Regulations. Verbal approval to permit the Moran Project in this manner was given by Mike Claffey of the COE during. a l ^i, 7 preconsultation meeting held in January 1995 in Grand Junction. \ r^lr'tlt^ otlTr*,J tt fi{' dt' ,vt"".'' Vicinity Map. The location on the project area in relationship to the Town of Vail and the Eagle Valley is presented on Figure 1, "Moran Property, Site Location Map" which shows the project site in relationship to the surrounding area. Plan View. A copy of the proposed plan view of each proposed development action which will potentially impact wetland areas has been prepared. The plan view sections are referenced in the discussion pertaining to each potential wetland impact activity. B. Project Purpose and Need The purpose of this proposed development satisfy the special conditions placed on the landowner by the Town of Vail which in turn will provide additional recreational opportunities and public safety needed in the Eagle River valley. Additional discussion on the need for the wetland fill at each impact site is found in the following discussion which describes the placement of fill materials. G. Site Development Plan lmpacts to jurisdictional wetlands as a result of this project will result from the placement of fill into wetlands. All impacts associated with the construction of the stone retaining wall, building foundation and associated fill at lmpact Site A will be in the form of fill. The e)dent of these impacts have been calculated based upon the approved wetland and drainage channel mapping accepted by the COE. A copy of this mapping which shows the extent of jurisdictional wetlands and drainage channels is found on Figure 2, Moran Property Site Development Plan. Each specific impact site has been labeled on this map with letters A through C. Each of these impact areas will be addressed in detail in the following discussion. Maps used to determine the actual level of wetland impacts were large scale, 1 inch equals 20 feet, contour maps with one foot contour intervals. A copy of this map showing each impact site are included in this permit application. Residential Home Site. When the proposed site development plan is superimposed on the wetland mapping, it can be observed that a total of four wetland sites will be impacted by the construction of the residence and associated features. Construction of the homesite will impact jurisdictional wetlands since the building foundation will have been placed in a wetland area. Exclusive of the impacts associated with the foundation, all other impacts associated with the construction of the buildings foundation will be above the ordinary high water mark. lmpact Site A consists of a depressional wetland confined to the artificially constructed diversion ditch and is dominated by Thinleaf Alder in the overstory and Sedges and Spreading Bentgrass in the understory. At this location a total of 80 square feet of wetlands will be permanently loss due to the placement of fill. lmpact Site B consists of the same similar site conditions and will result in 175 square feet of wetlands being filled. A typical design of the proposed building foundation is shown on Figure 3, Typical Building Foundation Cross Section, which shows the required foundation specifications. This plan shows a proposed 16 inch foundation width. lmpacts associated with the building foundation are unavoidable since the only possible way a new homesite can be built on this site is to move the building back to where it avoids the required set back and utility easements. By so doing impacts to the wetland are unavoidable. lt is impractical to move the residence back and stay out of the wetland due to the small size and unusual shape such a building would have. The location of the proposed building foundation renders this the most logical site to construct a homesite. Construction of this building footprint is necessary to comply with the site development conditions imposed on the owner as they pertain to the setback and utility easement standards required by the Town of Vail. There will be no impacts to drainage channel waters of the United States associated with the construction of the residence. Due to the current utilities which exist on the site and setback requirements it is impossible to design around these impacts. Stone Retaining Wall. lmpact Sites A and B will also be affected by the construction of the stone retaining wall or avalanche control barrier required by the Town of Vail. lt is necessary to affect lmpact Site B due to the requirement placed on the landowner to build a stone retaining wall around the residence. Where this wall will be built, along the north and south sides of the proposed residence the area between the homesite and the retaining wall will need to be filled to ensure proper structuralstrength, support and ensure harmony of the landscape plan. The area between the retaining wall and the foundation of the homesite will need to be filled to ensure a suitable landscape and yard for the proposed homesite. The location of the proposed retaining wall as well as the fillwhich will be placed between the wall and the foundation are depicted on Figure 2, Moran Property Site Development Plan. lmpact Site A, which represents a combination of fill which will be placed from construction of the retaining wall, building of the foundation and fill between the two, will impact a total of B0 square feet or 0.0018 acres and will result in a total of approximately 5.93 cubic yards of fill being placed at this site. The ertent of the area which will be filled at lmpact Site A is shown on Figure 2, Moran Property Site Development Plan. A cross section of the proposed stone retaining wall in this area is shown on Figure 4, Typical Stone Retaining Wall Cross Section. lmpact Site B which corresponds to the site of the stone retaining wall along the south side of the proposed residence will consist of impacts to wetlands amounting to .|75 square feet or 0.0040 acres. lmpacts to this site will consist of fill totaling of approximately 9.72 cubic yards of material will be excavated or placed into this wetland. All of this fillwill be obtained from that excavated to construct the proposed relocated diversion ditch which is shown on Figure 2, Moran Property Site Development Plan. Any surplus fillwhich will be removed to construct the relocated diversion ditch will either be used to landscape the amenities needed for the homesite or hauled from the site and disposed of in a proper manner. The extent lmpact Site B will be filled is shown on Figure 2, Moran Property Site Development Plan. A typical cross section of the proposed retaining wall in this area is shown on Figure 3, Stone Retaining Wall Gross Section. Landscaping. Since wetland will be impacted as a result of the construction of the building foundation and stone retaining wall which are impacts required to construct the proposed homesite by the Town of Vail these impacts can not be avoided. Construction bf d residence with a depression next to the foundation on both the north and south would provide the appearance resembling that of a medieval moat. In order to provide access from the front to the rear of the homesite and adjacent to the building for safety and maintenance purposes it is deemed desirable and necessary to fill in the narrow strip between the foundation and stone retaining wall. These areas corresponds to lmpact Site A on the north side of the homesite and lmpact Site B on the south side of the homesite. On the south side of the homesite, beyond the fill associated with the stone retaining wall it has been deemed necessary to ensure that the site has adequate landscaping to fill another smallwetland area. This location corresponds to lmpact Site C and will result in a total of 128 square feet or 0.0029 acres of wetlands being filled with approximately 7.11 cubic yards of fill. The elitent of lmpact Site C which will be filled for landscaping purposes is shown on Figure 2, Moran Property site Development Plan. A typical cross section of the proposed fill in this area is shown on Figure 5, Landscaping Cross Section. Relocated Diversion Ditch. The relocation of the existing diversion ditch is necessary since it is unacceptable to construct a homesite will flowing water running underneath it. This ditch can not be closed off or the owners would lose the valuable water right which is associated with this ditch. Therefore, it is necessary to relocate this ditch. This proposed realignment of the diversion ditch is shown on Figure 2, Moran Property Site Development Plan. Construction of this new diversion ditch will impact a small wetland area on the north side of the proposed homesite where this ditch will rejoin the existing diversion ditch. This wetland impact site corresponds to lmpact Site D. These impacts will result from the placement of fill into the upstream side of the existing diversion ditch. lmpacts to jurisdictional wetlands at this location are estimated to equal 63 square feet or 0.0014 acres of wetland impacts. A total of 2 yards of fill, only enough to block the old diversion ditch will be placed at this location. MITIGATION A formal wetland delineation entitled "Athena Buxman Property Jurisdictional Wetland Determination" and accompanying map entitled "Buxman Wetland Map / Site Development Plan" was submitted to the GOE on August 26, 1993. In connection with this Environmental lmpact Report a detailed evaluation was made of the other environmental resources of this site. Based upon this mapping and the most recent engineering designs, the likely wetland impacts have been quantified to total of 446 square feet or 0.0102 acres of jurisdictional wetlands and no jurisdictional drainage channel or pond waters will be impacted by this project. Since the impacts to wetlands will be permanent and will result in a conversion of these areas from wetland sites to upland sites there will be a loss of wetlands and thus there will be a need to for compensatory mitigation for this project. The site selected as a wetland mitigation site lies immediately to the east of the proposed homesite and corresponds to the proposed diversion ditch relocation area. Construction of this new diversion ditch will result in a potentialwetland mitigation site 0.1628 acres in size. Since only 446 square feet of wetlands will be permanently lost as a result of this proposed project, the applicant proposes to construct a total of 892 square feet of newly created wetlands at this site. This will result in a mitigation ratio for this project of 2:1, meaning that two units of reestablished wetlands will be created for everv unit of wetlands impacts by this project. These wetlands will be constructed by salvaging all of the wetland topsoil materials from all of the four wetland impact sites. At these locations, the wetland topsoil materials will be excavated to a depth averaging foot deep prior to any impacts occurring on the site. These materials will then be stockpiled in an upland area just to the east of the proposed diversion ditch. The proposed wetland mitigation area will be excavated to a depth of approximately 3 to 4 feet or until the groundwater table is intercepted and the soils become moist. Construction will then be initiated. Following the cessation of barrow activities then the mitigation site will be covered with the wetland topsoil salvaged from the impact sites. This site will be seeded with adapted wetland specles and given the potentialfor growth from the respread topsoil should develop into a similar wetland to that area which is disturbed. PROJECT EROSTON CONTROL MANAGEMENT PLAN Sedimentation Control Measures Prior to construction, all of the wetland areas identified in the field mapping near all proposed construction sites, will be delineated in the field with wooden lathe and or ptastic flagging. The construction foreman will be informed that all activities except thos.e bpecifically- authorized by this permit are prohibited. ln addition, his contract will incorporate all permit conditions approved in the 404 permit. The potential for increased sedimentation during construction will be avoided.by qlacing silt fdncing or straw bales placed end to end to form a continuous barrier or by siltation fencing installed at all locations adjacent to the wetland boundaries. These temporary sedimentation measures willprecede all construction work and will remain in place for at least one full year following the completion of the did moving work. NAMES AND ADDRESSES OF ADJOINING PROPERW OWNERS, LESSEES, ETG. WHOSE PROPERW ADJOINS THE WATERBODY. The names and addresses of the adjoining land owners whose property adjoins the Moran Property are as follows, starting from the northeast corner of the property and going in a clockwise direction are: WATERBODY AND LOCATION ON WATERBODY WHERE THE ACTIVITY EXISTS OR IS PROPOSED. Table 1, Moran Propefi Adjacent Property Owners. Chloe Held Moran 1480 Bohns Point Road Wavzata, MN 55391-9508 Hanna Langegger 3807 Lupine Drive Vail. CO 81657 Thomas A. McCalden & Ruth E. Billings 725 Brookwater Drive Ft. Collins, CO 80525 David J. Schnegelberger 434 Gore Creek Drive Vail, CO 8'1657 United States Forest Serviee P.O. Box 190 Minturn, CO 81645 Francis D. Hussey Jr. % Naples Medical Center 400 8th st. N P.O. Box 413028 Naples, FL 33941-3028 ) The Moran Property is located on Gore Creek, which is a tributary of the Eagle River. Gore Creek enipties into the Eagle River approximately seven miles to the west of the project site. LOCATION AND LAND WHERE ACTIVIW EXTSTS OR IS PROPOSED. The proposed project area occupies Lot 1, 4 and 5 of the Bighorn Subdivision Second Addiiion to the'Toivn of Vail, Eagle County, Colorado. This parcel of land consists of a tract of land totaling 2.1522 acres of land adjacent to Gore Creek approximately four miles east of the center of downtown Vail, Eagle County, Colorado. Lot 1, amounting to 0.7103 acres lies predominately on the east side of Gore Creek and is beyond the scope of.this proposed'developmeni and is not a part of this evaluation. Only Lots 4 and 5, which bm6unt to 1.4419 acres are treated in this evaluation. The location of this property in relationship to Vail and the Vail Valley is shown on Figure 1, Moran ftoperty Site Location Map. The property occupies a tract of land located in the NE 1/4 of Section 1.1., Township 5 Sbuth, Fiange 8-0 Wesi. The property is found entirely on the area covered by the East Vail, Colorado 7.5 Minute USGS quad sheet. INFORMATION ABOUT COMPLETED ACTIVITY. None of the work planned in connection with this project have been initiated or completed. I N Fo R %TtH t%1t* ft '"'=1?XIT"9=R DE N rALs BY A detailed site development plan is scheduled to be submitted to the Town of Vail on April 10, 1995. PERMITTING As instructed by Mr. Mike Claffey of the COE, a single Section 18 Nationwide Permit is being requestealfor this project. 30 CFR Part 330 Appendix B.1B(c) states that activities discfiargihg less than 2S cdbic yards of fill into any wetland will trigger the Notification process as described in Appendix C. Nationwide Permit Conditions. The Moran project team consisting of the Landscape Architects and Wetland Biologist in a preconsuhatibn meeting were informed by the COE that the projecl should satisfy the reiuirements of a Nationwide Section 18 Pejrmit and could be permitted as such as long as iess than 25 cubic yards of fill were placed into the wetlands. Accordingly, this_permit application is based upon this direction and this project is being permitting as a Section 18, Minor Discharges Permit. ALTERNATIVES ANALYSIS The Moran / Buxman Property has been considered for developme_n! lor many ye_ars. In 1990 the siie was proposbd for development and an incomplele 4O4 Permit Application was submitted. The current site development plan significantly reduces the density of the proposed development and reduces the potential impacts to the aquat'tc resource.'Examination of th6 current site development plan found on Figure 2, Moran Property Site Development Plan identifies a total of four impact sites where jurisdictional wetlands will be impacted. These four impact sites were discussed previously so will not be addressed in greater detail. The purpose of this discussion is to document why these impacts cannot be avoided. The largest impact associated with is project is the placement of the proposed residence and associated foundation, stone retaining wall and landscape related fill into jurisdictional wetlands. These impacts cannot be avoided given the current set back, utility easements, and avalanche control requirements imposed by the Town of Vail. The only possible configuration on which a home can be built on this site is to impact rather poor quality and artificially created and maintained wetlands. lmpacts associated with the landscaping are deemed unavoidable due to the need to dress up the appearance of an exposed and unsupported building foundation and stone retaining wall. Therefore, the impacts to jurisdictional wetlands connection with the development of the proposed homesite on this -site are believed to be unavoidable and cannot be further reduced. As explained previously it is impracticable to remodel the existing home due to the substandard workmanship and deteriorated condition which makes is more feasible to construct a new home than to remodel the existing one. lmpact Sites A, B, C and D associated with the proposed residential homesite construction are deemed to be the most feasible locations available on this property due to the location of the existing utility lines and wetland boundaries. Building of the proposed residence on other locations on the site would involve considerable more cost and would impact more wetlands and drainage channel waters of the US. lt is believed that given the location and utility and set back constraints associated with the site these impacts cannot be avoided. NOTIFICATION Pursuant to the notification requirements found at 30 CFR Part 333 Appendix C.13 Notification, copies of the 404 Permit Application have been sent directly to the EPA, US Fish and Wildlife Service, Colorado State Historic and Preservation Office and Colorado Department of Health. As requested by the Town of Vail this Environmental lmpact Report has been prepared to provide a detailed description of the environmental resources present on this site, potential impacts which might result from this planned development as well as proposed mitigation for unavoidable environmental impacts. DESCRIPTION OF EXISTING ENVIRONMENTAL RESOURCES The following description of the environmental resources currently present on the Moran Propefi has been prepared on the basis of detailed on-site investigations conducted in connection with the mapping of jurisdictional wetlands as well as a review of existing detailed environmental descriptions pertinent to this site. The most pertinent environmental descriptions which were found which pertain to this site include the following: Alan Richman Planning Services. 1994. "Draft" Eagle County Master Plan - A Bridge to the Future. Eagle County Planning Department. 1995. Discussions with County Planning Statf and Review of Existing Environmental Information Pertinent to the Study Area. Gateway Development, Inc. and Colorado Land Consultants, Inc. 1993. Trappers Run, Preliminary Plan Submittal and Environmental lmpact Report. Town of Vail. 1992. Zoning Requirements, Environmentallmpact Reports, Chapter 18.56. United States Department of Agriculture - Forest Service. Undated. Land and Resource Management Plan. White River National Forest. Glenwood Springs, CO. United States Department of Agriculture - Natural Resources Conservation Service, discussions with the District Conservationist in Eagle. United States Environmental Protection Agency and Camp Dresser & McKee, inc. 1977. Draft Environmental lmpact Statement for the Upper Eagle and Vail Wastewater Facilities Plan. While this listing is not comprehensive, it is illustrative of the existing site conditions which exist in the vicinity of the Moran Property and contains an excellent review of the existing environmental resources information available for this area. Where these reports contain site specific descriptions of this site data from these reports will be incorporated into the following discussion. HYDROLOGIC CONDITIONS. The Moran Property occurs on lands along Gore Creek near the confluence of Pitkin Creek. In this portion of the Vail Valley nearly all of the water features are associated with surface water in streams. Surface Drainage and Watershed Characteristics. Most portions of the Upper Eagle River and its tributaries according to the EPA, represent highly pristine, cold water streams which support a diverse aquatic community. Historically the EPA describes the surface waters of this area as being characterized by excellent water quality, however, construction of Interstate 70 in ihe 1970's and associated residential development in the East Vail area caused temporary water quality problems which are largely believed to have been mitigated with time and increased environmental awareness during development. Periods of low surface flow typically occur during the winter months of December through February and high flow periods occur during the spring runoff. With respect to water quality, ammonia levels of Gore Creek are reported by the EPA to average above 0.02 mg/l with peak values as high as 0.07 mg/|. Dissolved oxygen levels are typically near 100 percent saturation. Heavy metal concentrations in the Gore Creek drainage area are reported to be relatively low. Groundwater. Most of the groundwater associated with the Moran Property consists of shallow alluvial groundwater which is hydraulically interconnected with the adjacent Gore Creek. The water level of the alluvial aquifer is usually within a few meters of the adjacent stream. lt is rejuvenated during periods of high stream flow during the spring and yields water to the stream during periods of low flow. Alluvial groundwater in this area are classified as hard and typically contains high levels of calcium and magnesium bicarbonates and sulfates. The pH levels of groundwater and alluvial waters are reported to be high. On-site soil pits dug in connection with the geotechnical testing for the proposed building 10 foundation in fall of 1994 indicate that the depth to groundwater in front of the existing home is approximately 12 feet below the surfdce of the ground and approximately 8 feet near the back of the existing home. Soil permeability. According to the geological mapping of surficial geology and preliminary soits mapping ot tne soils ih the Vail Valley has identified a single soils type as occurring on the Mdrarieroperty. The surficial geology of the site conesponds.to deposits mapped as efp which is desciibed as soils formed primarily o_f coarse qllyvlal^deposits adjacent to Gdre Creek. These soils correspond to SCS Soil Type 1 CL-GC. These soils are described as consisting primarily of iandy loams, stony sandy loams and clay loams that are deep and well driined. Pdrmeability is reported'to be rapid to moderately..rapid ranging from 2.0 to 20.0 inches per hour. Dge !o the high permeability of these soils the ass6ciEted potential for surfacd runoff and sheet erosion.is reporteQ to b.e slight to moOerate in an undisturbed condition. With disturbance, the potential erosion hazard becomes moderate to high. ATMOSPHERTC CONDITIONS. According to studies commissioned by.the EPA, tfre meteorotogicat conditions of the Vail Valley arecharacteristic of hi.gh mountain valleys, The average a]rshed characteristics for the dighorn area of East Vail are for an area 0'3 miles wide and 2.3 miles high. Wind speed typically ranges between 0.6 to 2.5 meters.per second and is typically dofrnslope eicept foi the period between 1O am and 4 pm when it is upslope. tti6 arei has been identified by the EPA as a potential air. quality problem area.'Due to the long, cold winters with the'corresponding use.of fireplaces and heavy vehicle use, the val6y configuration and meteorological conditions of the site cause frequent temperature'inversi-ons and air borne poilutants become "trapped" in the encjosed airshed. Air quality is significantly improved by snow storms which remove the suspended particulates from the air. GEOLOGTC CONDITIONS. As mentioned previously.the surficial geology of .the Moran Properry is dominated by alluvial deposits in the valley bottom with steep mountain slopes dominated by bedrock-materials. The slope.of the valley bottom on the Moran prciperty is consideied to be gentle to moderate slop.es^and less than three.per-cent' potbntiil geologic hazard mapplng prepared for the Eagle County Planning has. signific.ant detail reg-arding potential development considerations on this site, According .to.this mappingl this iit6 occupies a sitd identified as "dfa" which is described as "debris fan - are'ab oi'potential possible recurrent flooding, debris flows.and hydrocompaction.'' Their Snow Avblanche Hazard Map, shows the site to be located approximately 800 feet down stream of an area tO the SouthweSt whiCh is mapped aS "areas where numerous or individual slide paths are readily identifiable." The map entitled "Environmental and Engineering Geblogic Map for Land Use" identifies ttre site as occurring in "areas susceptible to snow sliding or snow avalanches". BtOTtC CONDITIONS. Numerous environmental inventories have been done to characterize the biologic conditions of the Vail Valley. Vegetation Characteristics. According to the detailed vegetation.mapping prepared.by the @esiteoccupiesazonemappedasbeingpartoftheRiparian plani Association which 6orders onto a'Mixed Evergreen and Spruce Fir Plant Association to the west on the mountain side. The wildlife habitat mapping prepared by the Colorado Division of Wildlife in 1989 also denote this location as corresponding to Riparian Areas' 11 This wildlife habitat mapping shows the site to be outside of areas denoted as Mule Deer Habitat, Mountain Goat, Lynx, Golden or Bald Eagle, Big Horn Sheep or Sage Grouse habitat. The property is located on the edge of an area mapped as Elk Winter Range but the eltent of this habitat on the site is questionable due to the fact the wildlife habitat mapping did not have clear boundaries in this vicinity. According to the detailed Environmental lmpact Report conducted for the proposed Trappers Run development, the potential for threatened, endangered or sensitive plant species in this area is considered unlikely. OTHER ENVIRONMENTAL CONDITIONS. The only evaluation we could find regarding noise in the area is in the EPA Report. They report that the chief sources of noise are generally mobile sources and include on and off road vehicles; mechanical, including construction equipment; and home tools such as chain saws. Their study suggested that at the time of their study, no noise monitoring had been conducted in this area. No baseline description of odor characteristics was found in this review. VTSUAL CONDITIONS. No detailed evaluation of the scenic views and vistas was located during this evaluation. However, it can be stated that the visual conditions of this area are considered to be an imoortant factor in the minds of the residents and visitors to the Vail Valley. LAND USE CONDITIONS. According to the EPA the primary land use in the East Vailarea is that of a residential and multi-family dwelling neighborhood. All localland use requirements pertaining to residential development and the preservation of open space have been carefully addressed in the formulation of this site development plan. The adjoining White River National Forest is managed aceording to the Land and Resource Management Plan of the White River National Forest as a 3A Management Area. According to the Forest Plan this management direction: "emphasizes semi-primitive nonmotorized recreation such as hiking or cross county skiing in roaded or nonroaded areas. Roads are closed except for main roads through the area or roads open at specific times. Management activities are visually subordinate. Timber harvest includes clearcutting, shelterwood, and selection." TRANSPORTATION CONDITIONS. The property adjoins Lupine Drive a paved street maintained by the Town of Vail. This section of Vail is serviced by pubic transit system. POPULATION CHARACTERISTICS. The current residency on the site serves a single family. The proposed residential homesite will replace the existing home. In terms of populations impacts it is believed that this proposed development will have a negligible impact on the population basis of the Vail Valley. 12 SUMMARY OF ENVIRONMENTAL IMPACTS The following summary of environmental impacts associated with the proposed residential developmenl for the Moran Property has been prepared based upon detailed on-site investigations conducted in connection with the mapping of jurisdictional wetlands as well as a review of existing environmental impacts for other projects which are pertinent to this site. In the following summary each area outlined in the Town of Vail's Environmental lmpact Reports requirements. HYDROLOGIC CONDITIONS. Development of the Moran Property will impact portions of an artificial diversion ditch built approximately 23 years ago to conve.y water irom Gore Creek into a pond build by the previous landowner. Portions of this diversion ditch have been designated by the Corps of Engineers as jurisdictionalwetlands. lmpacts to jurisdictional wetlahds have been quantified at 446 square feet. The applicant is in the process of submitting a 404 Permit to the COE which will allow facilitate this development bs it related to wetlahds. A detailed site mitigation plan to compensate for this wetland losses has been prepared which will result in a total of 892 square feet of new wetlands being created. As required by the 404 Permit temporary erosion control measures including silt fencing or straw bales will be placed adjacent to potential water bodies to minimize the potential for pollution. These areas will also be mulched and reseeded to an appropriate drosion control seed mixture recommended by the SCS once construction abiivities are completed. Given previous construction activities completed in this area using these techniques it is expected that all discharges from this site will meet Colorado Department of Waier Quality stream standards and cause insignificant changes in the aquatic biota of Gore Creek. Secondary impacts to hydrology will be in the form of an increase in the rate and volume of surfacd runoff whicfr will be caused by the replacement of pervious surfaces with impervious surfaces. This factor is attributable to the increase in concrete and pavement associated with this plan over the current development plan. These impacts are largely driven by current planning requirements and are considered unavoidable. Since all potential surface runoff associated with this project will be intercepted by the diversion ditch leading into the pond presently on this site nearly all suspended sediments associated witn tne runoff waters will be removed. Since this diversion ditch will intercept all runoff before it reaches Gore Creek it is expected that there will be in immeasurable increase in stream turbidity as a result of this project. Since this development will result in the conversion of a year round occupied resident to a seasonally occupied residence with an estimated occupancy of 91ly 30 to 45 days per year there witt ne a significant conservation of water associated with the approval of this project. ATMOSPHERIC CONDITIONS. Air quality deterioration is essentially associated with any kind of development since any type of perturbation will increase the amount of particul-ate emissions. lmportant contr'rbutory sources of particulate emissions include: mobile sources, and all fuel combustion, vehicle and natural gas sources. The primary mobile source includes highway and ofi-highway sources. Winter sanding of roadways is believed to be a significant source of dust. The primary air quality impacts of this project will occur during grading and excavation of the proposbd homeslte aiea. Secondary impacts will result from individual home heating, 13 vehicular traffic associated with the habitation of the home and winter sanding of existing roads. Construction impacts will be of relatively short duration and impacts beyond the property boundaries are believed to be minimal. Based upon detailed emissions modeling done by for the Trappers Run development which includes a proposed 30 residential homes on 47 acres, it was estimated the impacts on air quality from the development being proposed on the Mo1a1 Property. Uding the assumptions from the Trappers Run project, with respect to particulates it can be estimated that 26.24 pounds per day of particulates will be generated during construction, 0.04 pounds per day from home heating which includes gas fireplaces and furnaces. Particulates from vehicles are estimated at 0.01 pounds per day. With respect to Carbon Monoxide, (CO) it can be determined that 0.40 pounds per day will be generated from home heating and 0.04 pounds per day from vehicles. NOx emissions will be increased by 0.18 pounds per day from home heating and 0.001 pounds per day from vehicles. Hydrocarbons will be increased approximately 0.12 pounds per day from home heating and 0.003 pounds per day from vehicular traffic. Since this plan allows for the replacement of an existing building it is believed that only the construction related impacts to air quality are pertinent to this evaluation. Since this development will result in the conversion of a yeat round occupied residence, to a seasonally occupied residence, with an estimated occupancy of only 30 to 45 days per year there will be a significant reduction in the potential emissions associated with this site. Based upon the estimates given in the previous paragraph, it can be estimated that there will be a reduction in particulates, CO, NOx and hydrocarbons of approximately 88 percent as a result of this project since the current emissions levels will be reduced due to the reduced demands placed on air quality by part time residents. GEOLOGIC CONDITIONS, lt is believed there will be minimal impacts on the geologic resources of the site due to the requirement that the building be constructed outside of the 100 year flood plain and that the stone retaining wall be build to reduce impacts from rock or snow. Joint meetings between the Town of Vail Planning Staff, the project architects and Wright Water Engineers have determined that the previous FEMA 100 year flood plain line is in error and based upon site specific investigations conducted on this site the exact location of the 100 year flood plain for this property has been determined. Based upon this investigation the proposed home site has been relocated to ensure that it is not located within the 100 year flood plain. BIOTIC CONDITIONS. The greatest impact on the biological resources of this site will be the disturbance of approximately 0.16 acres of new disturbance which will result as a consequence of this action. While most of this area is mapped as a Riparian Plant Community Type, according to the wetland mapping only 446 square feet of true riparian area will b-e lost. Major porlions of the remaining area has been significantly disturbed from past construction activities associated with construction of the sewer, water and electric utilities at this site. ln addition there is the disturbance associated with the previously constructed diversion ditch and pond which have altered the site conditions. Of the area being proposed for new disturbance, very little of the estimated 0.16 acres of new disturbance will be affecting undisturbed areas. Due to relative absence of wildlife species from this location, it is believed that there will be relatively few if any impacts to wildlife as a result of this proposed action. 14 oTHER ENVTRONMENTAL CONDITIONS. The operation of construction equipment anO assoCiated building equipment during the building of the homesite will rebuit in an elevated noise levelfrom the site. This noise should be temporary and once the homesite is build noise levels should be lower than those which currently exist on the site since the period of occupancy will be reduced. VTSUAL CONDITIONS. This site is not visible from Interstate 70 and can only be observed by tnose living inrrnediately adjacent to the proposed homesite. Due to this secluded lo-cation and the fact that ine 'site is already heavily screened by trees and vegetation, other than the temporary disruption of the site associated with construction, it ii believed that little visual impairnient of ihe site will occur as a result of this proposed action. LAND USE CONDITIONS. This proposed development is consistent with the current land use and zoning requirements of the Bighorn Subdivision. lmplementation of this action will be consistent with existing land use goals of the Town of Vail. TRANSPORTATION CONDITIONS. The property adjoins Lupine Drive a paved street maintained by the Town of Vail. This section of Vail is serviced.by pubic transit service. No change-s or improvement in the transportation system will be needed as a result of this projett. Since the current owners will only !!ve on the site approximately 30 to 45 days during the year, rather than year round as did the pervious owner,. approval of this aition willEffectivelv result in a reduction of the amount of traffic present in the Vail Valley. poput-ATtoN GHARAGTERISTICS. The current residency on the site serves a single family. The proposed residential homesite will replace the existing hoTg. Since the pre-vious owner has rhoved from the area, the construction of a new homesite occupied by seasonal residents will result in a reduction of the total year round population for this area. 15 FIGURES 16 o o ProJect: MORAN WETLAND MAP SITE DEVELOPMENT PLAN Dote: 7 ApR' 95 JAKE'S CROFTS Drown: --Clrecked: K I.M.E. P.O. BoX 270 YAI/PA, COLORADO 80483 . 303-6J8-4462 Scole:1" = 50'*\- A Prol€ssional corporation O '143 East Meadow Driv6 Crossroads at Vail Vail, Colorado 81657 970/i176-5105 FAX 970/476-0710 Enclosed you will find flood plain information prepared by Mark Bonner of Wright Water Engineers. Creek sections and a more accurate flood plain delineation are shown. This information was presented to the Town of Vail at a meeting on Wednesday, ^ pril 12, 1995. In attendance were Jim Morter and Rick Dominick of Morter Architects, Dan Corcoran of Eagle Valley Engineering and Surveying, Mark Bonner of Wright Water Engineering, and Randy Stouder, Russell Forest, Greg Hall and Terri Martinez of the Town of Vail. lt was agreed that the information prepared by Wright Water Engineers was accurate and acceptable for delineating the flood plain as shown on the enclosed drawings. MonTeRARCH ITECTS